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Home My WebLink About2025-01-07 Work Session CITY COUNCIL WORK SESSION City Council Chambers, 33 East Broadway Avenue Meridian, Idaho Tuesday, January 07, 2025 at 4:30 PM Minutes ROLL CALL ATTENDANCE PRESENT Councilman Doug Taylor Councilwoman Anne Little Roberts Councilman Brian Whitlock (4:37 PM) Councilwoman Liz Strader Councilman Luke Cavener Mayor Robert E. Simison ABSENT Councilman John Overton ADOPTION OF AGENDA Adopted as Amended (addition of Executive Session) CONSENT AGENDA \[Action Item\] Approved Motion to approve made by Councilman Cavener, Seconded by Councilwoman Strader. Voting Yea: Councilman Taylor, Councilwoman Little Roberts, Councilwoman Strader, Councilman Cavener 1. Approve Minutes of the December 10, 2024 City Council Regular Meeting 2. Approve Minutes of the December 17, 2024 City Council Work Session. 3. Approve Minutes of the December 17, 2024 City Council Regular Meeting 4. Apex Northwest Subdivision No. 6 Water Main Easement No. 1 (ESMT-2024-0178) 5. Foxcroft No. 3 Pedestrian Pathway Easement (ESMT-2024-0176) 6. Julia Subdivision Water Main Easement (ESMT-2024-0175) 7. Lennon Pointe Subdivision Pedestrian Pathway Easement (ESMT-2024-0165) 8. Sagarra Subdivision No. 1 Pedestrian Pathway Easement (ESMT-2024-0172) 9. The Learning Experience Water Main Easement No. 1 (ESMT-2024-0177) 10. Windrow Subdivision No. 1 Water Main Easement No. 1 (ESMT-2024-0166) 11. Findings of Fact, Conclusions of Law for Baratza Subdivision (H-2024-0016) by Ella Passey, The Land Group, located at the southeast corner of N. Black Cat Rd. and W. McMillian Rd. 12. Findings of Fact, Conclusions of Law for Skyranch (H-2024-0022) by Laren Bailey, Conger Group, located near the NE Corner of S. Meridian Rd. and E. Lake Hazel Rd. 13. Findings of Fact, Conclusions of Law for Summerlin West (H-2024-0023) by Laren Bailey, Conger Group, located on the east side of S. Locust Grove Road, between E. Lake Hazel and E. Columbia Roads in the SW 1/4 of Section 5, Township 2N, Range 1E. 14. Findings of Fact, Conclusions of Law for Timbercreek Recycling (H-2024-0032) by Engineering Solutions, LLP., generally located at the NW corner of S. Locust Grove Rd. and E. Columbia Rd. 15. Final Order for Alexander's Landing Subdivision (FP-2024-0023) by KB Homes, located at 4574 W. Quarterhorse Ln. 16. Fiscal Year 2025 Police Budget Amendment in the amount of $7,846.00 for Vehicle Replacement 17. Approval of Task Order 11281.n to Jacobs Engineering Group, Inc. for WRRF Tertiary Filtration - Process Control (Software Integration) for the Not-To-Exceed Amount of $427,305.00 18. Approve and authorize Procurement Manager to issue and sign the Purchase Order to QCues for the Not-to-Exceed amount of $350,000.00 to QCues for a Ford 550 Van for Wastewater Department 19. Linder Road Overpass (Linder, Franklin to Overland) Cost Share Permit 20. Ustick Road, Ten Mile to Linder Road Cost Share Permit with ACHD 21. Quit Claim Deeds for Settlers Park Property Boundary Adjustment 22. Interagency License Agreement for ACHD's Installation of Pedestrian Hybrid Beacon on City Property (at Settlers Park) 23. Fields Area District Park Site Non-Binding Letter of Intent 24. Professional Services Agreement for Historic Preservation Plan Preparation 25. Fiscal Year 2025 Renewal and Amendment of License Agreement between Ada County and the Meridian Police Department ITEMS MOVED FROM THE CONSENT AGENDA \[Action Item\] DEPARTMENT / COMMISSION REPORTS \[Action Item\] 26. Resolution No. 24-2493: A Resolution of the City Council of the City of Meridian Adding City of Meridian Standard Operating Policy 10.10, Regarding Responsible Use of Artificial Intelligence (AI); and Providing an Effective Date Approved Motion to approve made by Councilwoman Strader, Seconded by Councilman Cavener. Voting Yea: Councilman Taylor, Councilwoman Little Roberts, Councilman Whitlock, Councilwoman Strader, Councilman Cavener 27. Meridian Intersection and Pedestrian Safety (MIPS) – Project Updates EXECUTIVE SESSION \[Amended Agenda Addition\] per Idaho Code 74-206(1)(b) To consider the evaluation, dismissal or disciplining of, or to hear complaints or charges brought against, a public officer, employee, staff member or individual agent, or public- school student. Motion to enter into executive session made by Councilman Cavener, Seconded by Councilwoman Strader. Voting Yea: Councilman Taylor, Councilwoman Little Roberts, Councilman Whitlock, Councilwoman Strader, Councilman Cavener Into executive session: 4:52 PM Out of executive session: 5:26 PM ADJOURNMENT 5:27 PM Meridian City Council Work Session January 7, 2025. A Meeting of the Meridian City Council was called to order at 4:34 p.m. Tuesday, January 7, 2025, by Mayor Robert Simison. Members Present: Robert Simison, Luke Cavener, Liz Strader, Doug Taylor, Anne Little Roberts and Brian Whitlock. Members Absent: John Overton. Other Present: Chris Johnson, Bill Nary, Caleb Hood, Hether Hill, Dave Tiede, Tracy Basterrechea, Steve Taulbee and Dean Willis. ROLL-CALL ATTENDANCE X Liz Strader X Brian Whitlock _X_Anne Little Roberts John Overton _X_ Doug Taylor _X_Luke Cavener X Mayor Robert E. Simison Simison: Council, we will call this meeting to order. For the record it is Tuesday, January 7th, 2025, at 4:34 p.m. We will begin this afternoon's work session with roll call attendance. ADOPTION OF AGENDA Simison: Next up is adoption of the agenda. Cavener: Mr. Mayor? Simison: Councilman Cavener. Cavener: One quick change. We are going to add an Executive Session pursuant to Idaho State Code 74-206(1)(b) at the end of our workshop meeting and with that one modification I move we adopt the agenda as presented. Strader: Second. Simison: Have a motion and a second to adopt the agenda as amended with the Executive Session. Is there any discussion? If not all in favor signify by saying aye. Opposed nay? The ayes have it and the agenda is adopted and submitted. MOTION CARRIED: FOUR AYES. TWO ABSENT. CONSENT AGENDA [Action Item] Meridian City Council Work Session January 7,2025 Page 2 of 10 1. Approve Minutes of the December 10, 2024 City Council Regular Meeting 2. Approve Minutes of the December 17, 2024 City Council Work Session. 3. Approve Minutes of the December 17, 2024 City Council Regular Meeting 4. Apex Northwest Subdivision No. 6 Water Main Easement No. 1 (ESMT-2024-0178) 5. Foxcroft No. 3 Pedestrian Pathway Easement (ESMT-2024-0176) 6. Julia Subdivision Water Main Easement (ESMT-2024-0175) 7. Lennon Pointe Subdivision Pedestrian Pathway Easement (ESMT- 2024-0165) 8. Sagarra Subdivision No. 1 Pedestrian Pathway Easement (ESMT- 2024-0172) 9. The Learning Experience Water Main Easement No. 1 (ESMT-2024- 0177) 10. Windrow Subdivision No. 1 Water Main Easement No. 1 (ESMT-2024- 0166) 11. Findings of Fact, Conclusions of Law for Baratza Subdivision (H- 2024-0016) by Ella Passey, The Land Group, located at the southeast corner of N. Black Cat Rd. and W. McMillian Rd. 12. Findings of Fact, Conclusions of Law for Skyranch (H-2024-0022) by Laren Bailey, Conger Group, located near the NE Corner of S. Meridian Rd. and E. Lake Hazel Rd. 13. Findings of Fact, Conclusions of Law for Summerlin West (H-2024- 0023) by Laren Bailey, Conger Group, located on the east side of S. Locust Grove Road, between E. Lake Hazel and E. Columbia Roads in the SW 1/4 of Section 5, Township 2N, Range 1E. 14. Findings of Fact, Conclusions of Law for Timbercreek Recycling (H- 2024-0032) by Engineering Solutions, LLP., generally located at the NW corner of S. Locust Grove Rd. and E. Columbia Rd. Meridian City Council Work Session January 7,2025 Page 3 of 10 15 Final Order for Alexander's Landing Subdivision (FP-2024-0023) by KB Homes, located at 4574 W. Quarterhorse Ln. 16. Fiscal Year 2025 Police Budget Amendment in the amount of $7,846.00 for Vehicle Replacement 17. Approval of Task Order 11281.n to Jacobs Engineering Group, Inc. for WRRF Tertiary Filtration - Process Control (Software Integration) for the Not-To-Exceed Amount of $427,305.00 18. Approve and authorize Procurement Manager to issue and sign the Purchase Order to QCues for the Not-to-Exceed amount of $350,000.00 to QCues for a Ford 550 Van for Wastewater Department 19. Linder Road Overpass (Linder, Franklin to Overland) Cost Share Permit 20. Ustick Road, Ten Mile to Linder Road Cost Share Permit with ACHD 21. Quit Claim Deeds for Settlers Park Property Boundary Adjustment 22. Interagency License Agreement for ACHD's Installation of Pedestrian Hybrid Beacon on City Property (at Settlers Park) 23. Fields Area District Park Site Non-Binding Letter of Intent 24. Professional Services Agreement for Historic Preservation Plan Preparation 25. Fiscal Year 2025 Renewal and Amendment of License Agreement between Ada County and the Meridian Police Department Simison: Next up is the Consent Agenda. Cavener: Mr. Mayor? Simison: Councilman Cavener. Cavener: Move we approve the Consent Agenda as presented. For the Mayor to sign and the Clerk to attest. Strader: Second. Simison: Have a motion and a second to approve the Consent Agenda. Is there any discussion? If not all in favor signify by saying aye. Opposed nay? The ayes have it and the Consent Agenda is agreed to. Meridian City Council Work Session January 7,2025 Page 4 of 10 MOTION CARRIED: FOUR AYES. TWO ABSENT. ITEMS MOVED FROM THE CONSENT AGENDA [Action Item] Simison: There were no items moved from the Consent Agenda. DEPARTMENT / COMMISSION REPORTS [Action Item] 26. Resolution No. 24-2493: A Resolution of the City Council of the City of Meridian Adding City of Meridian Standard Operating Policy 10.10, Regarding Responsible Use of Artificial Intelligence (AI); and Providing an Effective Date Simison: So we will move on to Item 26, which is Resolution No. 24-2493. 1 don't know if Director Tiede is also working -- is -- or Mr. Nary. I do think that we are without our HR director today. Nary: Mr. Mayor, Members of the Council, so what you have on the agenda was the Al policy that we had brought forth last month I think and Dave was here to answer questions. We had -- did have a meeting with Council Member Strader a few weeks -- a couple weeks ago -- or last week. Had some clarifications that we have added and I have supplemented those as part of the policy. So, it really is just I think for your discussion and questions today. Strader: Mr. Mayor? Simison: Council Woman Strader. Strader: Yeah. We had a nice meeting and I really want to express my gratitude for the -- being able to review the procedures along with the policy and I feel like those small changes were very helpful I think to further clarify so that we are encouraging our employees to use generative Al in a safe manner that's responsible and I -- I feel much better about the policy now as it's drafted and, yeah, that's kind of just a quick summary of that meeting. So, thanks for pulling it off. I apologize for the delay, but I do think that it was helpful for us to move it forward. Tiede: Thanks for the conversation. Strader: Yes. Simison: Excellent. Thank you. For the record Councilman Whitlock has joined us at 4.37. As he is logging into the system he is here in the room and present should he wish to participate in this upcoming vote. Council, are there other questions, comments or do I have a motion? Strader: Mr. Mayor? Meridian City Council Work Session January 7,2025 Page 5 of 10 Simison: Council Woman Strader. Strader: I move that we approve Resolution No. 24-2493. Strader: Second. Simison: Have a motion and a second to approve Resolution No. 24-2493. Is there any discussion? If not all in favor signify by saying aye. Opposed nay? The ayes have it and the resolution is agreed to. Thank you very much. MOTION CARRIED: FIVE AYES. ONE ABSENT. Strader: Thank you. Tiede: Thank you. 27. Meridian Intersection and Pedestrian Safety (MIPS) — Project Updates Simison: Next item on the agenda is Item 27, which is the Meridian Intersection and Pedestrian Safety -- MIPS -- report project updates and we will turn this over to Hether. Hill: Thank you, Mr. Mayor. Good afternoon, Mayor and Council Members. I'm here to provide an update on the effort that's been taking place between staff at the city and ACHD in reviewing the MIPS report in the project list. As you recall back in September Council approved a funding request of 500,000 dollars as part of the fiscal year '25 budget to support this implementation of projects listed in the MIPS report. So, after that budget was adopted a selection team worked through the list of projects and we identified eight projects focusing on areas near schools for ACHD to consider scoping. We have been identifying which projects might be scheduled for annual maintenance, which projects are already in progress or are planned for construction. So, after that coordination with ACHD, looking at both the MIPS list and just the eight projects that the selection team identified, we realized that eight projects are already in progress and I can go over those if you are interested, but, really, it was great to see that a lot of the projects we had already identified are already in the works. So, where we kind of put those aside and focused our efforts on other projects maybe to pursue scoping. So, out of the projects that weren't already going to be worked on or scheduled for implementation one of those came to the forefront and that is a pedestrian crossing on Locust Grove near Woodbridge. This was a pedestrian crossing that was programmed in the fiscal year 2024 through 2028 integrated five year work plan and design was originally scheduled for 2026-27, but as you recall in this last cycle this last year it was one of the many projects that was deferred and so it is no longer scheduled in the integrated five year work plan. So, working with ACHD staff they felt this was a good project and a way to kind of move it to the forefront. So, I have Matt Degen here with ACHD and I have been working closely with his team. I am going to have him maybe speak to the design concept specifics or answer any questions and I can pull up a concept map that shows the Z-type crossing and before I have him go it's -- I just Meridian City Council Work Session January 7,2025 Page 6 of 10 wanted to provide an update as what we have discussed. This is -- we are in the really initial stages of these conversations. We haven't set a location. We don't have a full design or anything. It's really circling back with all of you to just let you know the progress, but from our discussions we are thinking that ACHD would kind of prepare the plan specs and provide a cost estimate and do the procurement and work with that contractor and our role as the city would be to fund the construction through some sort of cost share agreement. Current estimates -- I think we last talked were maybe around 300,000 for a dual stage pedestrian crossing with the center island median. So, those are some of the things that we have to work with, but I will turn it over to Matt and share my screen so you can see the concept that he has prepared. Degen: Mr. Mayor, Council Members, for the record Matt Degen, safety engineering manager at the Ada County Highway District. So, I don't know if you see the exhibit. I'm still seeing all your faces on the teams meeting right here, but basically we are looking at a two stage PHP crossing. I think the best example would be the one that we installed a couple years ago right at the Meridian library on Cherry Lane. It's to where when a pedestrian calls they have protected crossing to the median. They hit the pedestrian call again which, then, stops the traffic for a second cycle. Really so the two stage crossing is kind of what ACHD what we have been doing on all of our five lane arterials now for a couple of years. We have done like an unprotected single phase crossing and, then, unprotected single phase, but what we are going with mostly now on all the five lane arterial crossings is a two stage PHP crossing. I guess with that I would stand for any questions that you have on the proposed location or questions about the PHP itself. Simison: Council, any questions for Matt? Okay. Thank you. Degen: Thank you. Simison: I guess I do have a question for you, Hether. From the MIPS really kind of focus -- focused on intersection with -- you know, to my knowledge we have never really looked at this area as an intersection through the process. I'm curious how or why is this project rising up compared to anything else that may have been more directly around an intersection project and, then, maybe, secondarily, why this five lane crossing versus any other five lane mid mile crossing in Meridian? Hill: Thank you, Mr. Mayor. That's a great question. I think for -- I mean I can't speak to why it was placed on the list, because I wasn't part of those conversations, but I do know as part of the selection team and us reviewing the list of projects we were really focusing on areas near schools that provide access and understanding other pedestrian connectivity and that was something that we also kind of looked at knowing that there is future locations and development potential on the west side of Locust Grove and understanding the Five Mile pathway potentially there is some proposed pathways, so I understand it's not an intersection per se and I can look into -- I have to maybe look into it a little bit more to see like the rationale for why it was initially placed on the MIPS list, but there were, you know, seven other projects where like these are near schools, let's Meridian City Council Work Session January 7,2025 Page 7 of 10 focus on these and ACHD was like we are going to do this through a maintenance order. We are already in progress for doing some work near some of the other crossings. Simison: Mr. Hood, do you -- and you may be a casual observer, but since you were -- don't know if you had anything specific that you want to add to get a little bit more perspective. Hood: Thank you, Mr. Mayor. Not a lot. Although I was part of -- unlike Hether was part of the original -- original project report -- the MIPS study. Maybe just a little bit of context. I know she said Woodbridge and Locust Grove. This is an intersection. Typically these three stage crossings don't go right in the throat of an intersection; right? You offset it so you can still make your turning movements for vehicles. There is a school there and it's not Rebound. I'm trying to think of the name of that school that is just off of Water Tower there on the north side of the road just west of Locust Grove Road and I know the neighborhood connectivity, right, between -- from the east side to the west side across Locust Grove was certainly a consideration when we looked at the need for pedestrian-like improvements near intersections and schools. So, like Hether said, I would have to read back the summary of when we evaluated this with police and the school district and others to fully remember why this one kind of rose towards the top. I'm not going to say it was a top project, but after, you know, working with ACHD, like -- like Hether said, they are in the works to do our top projects and this was the next tier of projects to do. I will just say, taking the school side of out of that and even the pathways, there is a need for some additional connectivity between the residential uses there on the east side of Locust Grove and Storey Park and some of the businesses and dog parks and other things that are just on the other side of this roadway. I have witnessed -- and this isn't why it's on the list, but, you know, it is -- it is quite a long ways to go down to Franklin to cross or up to Central to cross from the Woodbridge neighborhood, so -- and there is quite a few residences that are there and so a mid- block crossing there really just made some sense for multiple reasons, even though there is a school there and some other services that really was the focus of MIPS originally. There is some other factors why this one, again, seemed like a good candidate. Simison: Yeah. And I'm not questioning whether or not it's a valid project, I just want -- curious how it made it into the MIPS evaluation criteria to be considered a project as compared to improvements around an intersection in that context. I don't want Council to feel like we weren't addressing what the MIPS was about compared to just doing a important connectivity. I mean I drive by this every single day. I one hundred percent agree it's -- there is a little bit of a hill, there is not necessarily aligned roadways, it's a challenging place to walk across, I just want to make sure we are staying focused on the intent of the MIPS money from Council's perspective, that we are not just -- you know, why not just go do another school location that needs a signal to make it easier for people to get across to -- as well compared to this one. So, that's all. Just wanted to make sure that was on the record for the Council to hear is -- that didn't choose this Meridian City Council Work Session January 7,2025 Page 8 of 10 project, but whether or not it's meeting the intent of MIPS projects, but I will let Council have further feedback. Cavener: Mr. Mayor? Simison: Councilman Cavener. Cavener: Hether, I didn't mean to interrupt. I'm so sorry. You touched on, right, there were these other projects that were outlined, but are already going to essentially be addressed through one means or another. Are those projects going to be resolved in the next year, three years, five years, seven years? And the reason why I ask is -- know sometimes, right, there is a project that's programmed out, things happen, it falls off or gets delayed, but when the city typically comes in with -- with funding for this it either ensures that it happens or often accelerates it. So, can you give us a flavor for those other projects and maybe some of the dates that they are set to be constructed? Hill: Yeah. And so first, Councilman Cavener, would you like me to kind of give an update? I didn't provide an estimate on when this -- if we were to move forward with this project when the timeline for this one would be, because I think part of that was fiscal year '25 construction. For the seven other -- or eight other projects I alluded to that are in progress, part of those -- there needs to be some further coordination. Some of it was there -- they ran out of paint and they needed to procure more for some of the markings as part of maintenance. That was I think for three or four of the projects. So, when we last did this coordination it was in November, so I think for those I can -- I can always come back with an update on the dates when I get those from ACHD. I just hadn't provided like definite dates yet on some of those other ones. Strader: Mr. Mayor? Simison: Council Woman Strader. Strader: I think it might help us to move a project forward if we could just refresh on the entire MIPS plan and see -- sort of similar to how -- you know, we have our Transportation Commission look at the five year work plan and we kind of go through every year and prioritize. Maybe it would help everyone to have the context of here were all the projects, here is where this project was and, then, we could just kind of get a snapshot of where that was at and that would help us contextualize the request. It's just a suggestion, but I think that might be a good way to move it forward. It's been a while since I have reviewed that plan, so -- Simison: I would agree and I also think if the number is 300,000 what's the intention for the other 200,000 in this -- what other projects are lining up? I think that would be relevant as well just for full context of what would be considered this year. If that works we can bring that back in maybe a fuller presentation. Try to shoot for the next couple weeks. I don't want to delay, especially if we are getting into the time frame where people need to start thinking about construction if they are trying to do it this -- this Meridian City Council Work Session January 7,2025 Page 9 of 10 upcoming year, but I will turn -- I will let you all determine how quickly you can bring back kind of that updated report of those other projects -- those other ones that are, you know, on the list of being contemplated or not being contemplated. I get that some of the projects where millions of dollars, you know, on Eagle Road. We are not doing that project; right? We are not putting in a pedestrian overpass over the -- the flying ramps onto Eagle Road, even though that may be near top of the list. There is not money for that at this point in time, so -- Hood: Yeah. Mr. Mayor, I think -- I think that's certainly doable. I think what -- Hether and I can get together here and we will probably e-mail you. She's -- she's keeping track through an updated spreadsheet of all the projects that are identified through MIPS. I will just reiterate -- and maybe it was said, but this was one of the intersection -- it is an intersection. It's not a four-way intersection, it's not an arterial-to-arterial intersection, but it is an intersection that's near a school that was evaluated for some of these -- these concerns that have near misses. I don't know if there was a real crash history there, that's why we would have to go back through the notes and look, but it was one of the ones that met the criteria to evaluate and there were hundreds of intersections that we looked at for MIPS. So, it was a pretty comprehensive evaluation of intersections. But I think we can give you the updated spreadsheet just so you can -- to refresh what are all the projects and even -- I think Hether's pretty current with the status update of those projects, too, where it's at in design at ACHD or construction, yes, with somewhat of a caveat that year to year budget constraints can occur and some things may get pushed or even accelerated, but -- and come back in the next couple of few weeks or whatever, but I think that's doable. We will probably give you that to chew on in the interim, rather than trying to go through the whole report with you again and give it to you as a -- as a refresher. EXECUTIVE SESSION [Amended Agenda Addition] per Idaho Code 74-206(1)(b) To consider the evaluation, dismissal or disciplining of, or to hear complaints or charges brought against, a public officer, employee, staff member or individual agent, or public-school student. Simison: Okay. All right. Thank you very much. Okay. With that we have an Executive Session. So, Council, do I have a motion? Cavener: Mr. Mayor? Simison: Councilman Cavener. Cavener: Move we go into Executive Session pursuant to Idaho State Code 74- 206(1)(b). Strader: Second. Simison: Have a motion and a second to go to Executive Session. Is there any discussion? If not, Clerk will call the roll. Meridian City Council Work Session January 7,2025 Page 10 of 10 Roll Call: Cavener, yea; Strader, yea; Overton, absent; Little Roberts, yea; Taylor, yea; Whitlock, yea. Simison: All ayes. Motion carries and we will go into Executive Session. MOTION CARRIED: FIVE AYES. ONE ABSENT. EXECUTIVE SESSION: (4:52 p.m. to 5:27 p.m.) Simison: Council, do I have a motion? Cavener: Mr. Mayor? Simison: Councilman Cavener. Cavener: Move we come out of Executive Session. Strader: Second. Simison: Have a motion and a second to come out of Executive Session. Is there any discussion? If not all in favor signify by saying aye. Opposed nay? The ayes have it. We are out of Executive Session. MOTION CARRIED: FIVE AYES. ONE ABSENT. Simison: Do I have another motion? Cavener: Mr. Mayor? Simison: Councilman Cavener. Cavener: Move we adjourn our workshop. Simison: Motion to adjourn. All in favor signify by saying aye. Opposed nay? The ayes have it. We are adjourned. MOTION CARRIED: FIVE AYES. ONE ABSENT. MEETING ADJOURNED AT 5.27 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) MAYOR ROBERT E. SIMISON ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approve Minutes of the December 10, 2024 City Council Regular Meeting Meridian City Council December 10,2024 Page 37 of 37 Strader: Okay. The ayes have it and this development for Apex Phenomenal is approved. Have a nice evening, everyone. MOTION CARRIED: FOUR AYES. TWO ABSENT. FUTURE MEETING TOPICS Strader: With that we have moved on to future meeting topics. Does anyone have a future meeting topic that they would like to discuss at this time? Okay. Going once, going twice, sold. No future meeting topics. Do I have a motion to adjourn? Overton: Council Vice-Chair, move to adjourn. Strader: Okay. We have a motion to adjourn. All those in favor, please, signify by saying aye. And with that we are adjourned. Thank you. MOTION CARRIED: FOUR AYES. TWO ABSENT. MEETING ADJOURNED AT 7:50 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) Robert E. Simison 1-7-2025 ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approve Minutes of the December 17, 2024 City Council Work Session. Meridian City Council Work Session December 17,2024 Page 19 of 19 Johnson: Thank you, Mr. Mayor. It's a resolution to City Council of the City of Meridian adding City of Meridian Standard Operating Procedure 3.4.6 regarding shift differential duties and compensation and providing an effective date. Simison: Thank you. Council, you have heard this resolution read by title. Is there anybody that would like it read in his entirety? If not, do I have a motion? Little Roberts: Mr. Mayor? Simison: Council Woman Little Roberts. Little Roberts: Mr. Mayor, I move that we adopt Resolution 24-2495. Overton: Second. Simison: Have a motion and a second to adopt Resolution 24-2495. Is there discussion on the motion? If not, all in favor signify by saying aye. Opposed nay? The ayes have it and the resolution is agreed to. MOTION CARRIED: ALLAYES. Simison: Thank you very much. Cavener: Mr. Mayor? Simison: Councilman Cavener. Cavener: Move we adjourn our work session. Simison: Motion to adjourn. All in favor signify by saying aye. Opposed nay? The ayes have it. We are adjourned. MOTION CARRIED: ALLAYES. MEETING ADJOURNED AT 5.25 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) MAYOR ROBERT SIMISON 1-7-2025 ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approve Minutes of the December 17, 2024 City Council Regular Meeting Meridian City Council December 17,2024 Page 59 of 59 MAYOR ROBERT SIMISON 1-7-2025 ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Apex Northwest Subdivision No. 6 Water Main Easement No. 1 (ESMT-2024- 0178) Project Name or Subdivision Name: ex Northwest Subdivision No.6 WOL+tr Mtn O + Water Main Easement Number: 1 Identify this Easement by sequential number if the project contains more than one easement of this type.see instructions/checldist for addMonalinformation. ADA COUNTY RECORDER Trent Tripple 2025-001022 BOISE IDAHO Pgs=8 BONNIE OBERBILLIG 01/08/2025 08:04 AM For Internal Use Only ESMT-2024-0178 CITY OF MERIDIAN, IDAHO NO FEE Record umber: WATER MAIN EASEMENT TIES Easement Agreement made this 7th dayof January 20 25 between The David&Kristin Tumbull Family Trust U/T/A August 1,2006 and SCS Investments LLC,("Grantor")and the City ofMeridian, Idaho Municipal Corporation("Grantee"); WHEREAS,the Grantor desires to provide a water main right-of-way across the premises and property hereinafter particularly bounded and described; and WHEREAS , the water main is to be provided for through undergroundpipelines to be constructed by others:and VJIEREAS, it win be necessary to maintain and service said pipelines from time to time by the Grantee; NOW,THEREFORE,in consideration of the benefits to be received by the Grantor,and other good and valuable consideration,the Grantor does hereby give, grant and convey unto the Grantee the right- of-way for an easement for the operation and maintenance of water mains over and across the following described pro (SEE ATTACHED EXHMITS A and 13) e easement hereby granted is for the purpose of construction d operation of water mains and their allied facilities,together with their maintenance,repair and replacement at the convenience of the Grantee,with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD, the said easement and right-of-way unto the said Grantee, its successors and assigns forever. UNDERSTOODIT IS EXPRESSLY ,by and between the parties hereto, t after making repairs or performing other maintenance,Grantees 1 restore the area of the easement and adjacent property to that existent prior to undertaking such repairs and maintenance. However, Grantee shall not be responsible for repairing, replacing or restoring anything placed within e area described in this easement that was placed there in violation ofthis easement. THE TOR covenants and agrees that Grantors ll not place or allow to be placed any permanent structures or obstructions within the easement area that would interfere with Grantee's use of said easement,including,but not limited to,buildings,trash enclosures, carports, sheds,fences,trees,or deep-rooted shrubs. THE GRANTOR covenants and agrees with the Grantee that should any part of the right-of-way and easement hereby granted shall become part o ,or lie within the boundaries of any Water Main Easement Page 1 Version 01/01/202 public street, then, to such extent, such right-of-way and easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that Grantor is lawfully seized and possessed of the aforementioned and described tract of land, and that Grantor has a good and lawful right to convey said easement, and that Grantor will warrant and forever defend the title and quiet possession thereofagainst the lawful claims of all persons whomsoever. THE COVENANTS OF GRANTOR made herein shall be binding upon Grantor's successors, assigns,heirs,personal representatives,purchasers, or transferees of any kind. IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. [END OF TEXT;SIGNATURES TO FOLLOW] Water Main Easement Page 2 Version 01/01/2024 GRANTOR: THE DAVID & KRISTIN TURNBULL FAMILY TRUST U/T/A AUGUST 1, 2006 an Idaho revocable trust By:-Ale— tavid%f Turnbull, Trustee STATE OF I DAH O ) ss. County of Ada ) On this day of December, in the year of 2024, before me a Notary Public of said State, personally appeared David W. Turnbull, known or identified to me to be a Trustee of The David & Kristin Turnbull Family Trust, the trust that executed the instrument or the person who executed the instrument on behalf of said trust, and acknowledged to me that such trust executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. AMANDA MCCURRY No y Public for Ida + 1I COMMISSION#29528 My Commission ex,01ires 'f [�✓�! NOTARY PUBLIC STATE OF IDAHO MY COMMISSION EXPIRES 04/15/2029 GRANTOR: SCS INVESTMENTS LLC an Idaho limited liability company B : r Michael A. Hall, President STATE OF IDAHO } ss. County of Ada ) On this -4 day of December, in the year of 2024, before me a Notary Public of said State, personally appeared Michael A. Hall, known or identified to me to be the President of SCS Investments LLC, the company that executed the instrument or the person who executed the instrument on behalf of said company, and acknowledged to me that such company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. i otary Public for I a o =DONNAWILSON My Commission expires4 GRANTEE: CITY OF MERIDIAN Robert E. Simison, Mayor 1-7-2025 Attest by Chris Johnson, City Clerk 1-7-2025 STATE OF IDAHO, ) : ss. County of Ada ) This record was acknowledged before me on 1-7-2025 (date) by Robert E. Simison and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk,respectively. Notary Stamp Below Notary Signature My Commission Expires: Water Main Easement Page 3 Version 01/01/2024 km E N G I N E E R I N G November 27, 2024 Project No.:24-164 Apex Northwest Subdivision No.6 City of Meridian Water Easement Legal Description Exhibit A A parcel of land for a City of Meridian water easement being a portion of the Southeast 1/4 of the Northwest 1/4 of Section 31, Township 3 North, Range 1 East, B.M., City of Meridian,Ada County,Idaho being more particularly described as follows: Commencing at a 5/8-inch rebar marking the Center 1/4 corner of said Section 31, which bears N89'57'15"E a distance of 1,319.16 feet from a 5/8-inch rebar marking the Southeast corner of Government Lot 2 of said Section 31,thence following the southerly line of said Southeast 1/4 of the Northwest 1/4, S89°57'15"W a distance of 760.48 feet to the POINT OF BEGINNING. Thence following said southerly line, S89°57'15"W a distance of 20.00 feet; Thence leaving said southerly line, N00°02'45"W a distance of 20.00 feet; Thence N89°57'15"E a distance of20.00feet; Thence S00°02'45"E a distance of 20.00 feet to the POINT OF BEGINNING. Said parcel contains a total of 400 square feet, more or less,and is subject to all existing easements and/or rights-of-way of record or implied. Attached hereto is Exhibit B and by this reference is made a part hereof. 5 T�� a 12459 b iv If �V If OF 4� 1l•27.20 Z"1 5725 North Discovery Way • Boise, Idaho 83713 • 208.639.6939 • kmengllp.com I � - c eD U LINE TABLE LINE BEARING DISTANCE _ aj O L1 N00'02'45"W 20.00' E Z i5 L2 N89'57'15"E 20.00, David & Kristin Turnbull V) p � L3 S00'02'45"E 20.00' Family Trust LU Mn p ~ SE CORNER SCS Investments, LLC POINT OF COMMENCEMENT > o GOVERNMENT LOT 2 S1131244500 FOUND 5/8" REBAR m 4- -p U SECTION 31 CENTER 1/4 CORNER M � a FOUND 5/8" REBAR L2 SECTION 31 m ,-POINT OF BEGINNING J J 4-1 LO X (U In r'I 538.628' 20.00' I f 760.48' w v VV E. Quartz Creek St. ` ccQj i N89'57'15"E 1319.16' ............. .. . ..... G O m c BASIS OF BEARING z CO Proposed x > Apex Northwest _' Q Q r Subdivision No. 6 U Q Y v Shafer View Terrace Subdivision z W to K 3 U I.0 �d uj s � DATE: Novemher2D24 W g PROJECT: 24-164 SHEET: 1 OF 1 a n m a 0 40 80 120 a Plan Scale: 1"=40' ion W E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE,IDAHO 83713 PHONE(I08)G39-G939 kmengllp.com a 1 HS9'5T15"e O V C A O N U O O s89'57'I5"w 20.00 Title: City of Meridian Water Easement 24-164 Date: 11-27-2024 Scale: 1 inch=4 feet I File: Deed Plotter.des Tract 1: 0.009 Acres: 400 Sq Feet:Closure=n00.0000e 0.00 Feet: Precision>11999999: Perimeter= 80 Feet 001=s89.5715w 20.00 003=n89.5715e 20.00 002=n00.0245w 20.00 004=s00.0245e 20.00 v IDIAN� AGENDA ITEM ITEM TOPIC: Foxcroft No. 3 Pedestrian Pathway Easement (ESMT-2024-0176) Project Name or Subdivision Name: ADA COUNTY RECORDER Trent Tripple 2025-001025 Foxcroft Subdivision No 3 BOISEIDAHO Pgs=6 VICTORIA BAILEY 01/08/2025 08:05 AM CITY OF MERIDIAN, IDAHO NO FEE For Internal Use Only ESMT-2024-0176 Record Number: PEDESTRIAN PATHWAY EASEMENT THIS Easement Agreement made this.7th day of January 20 24 between Challenger nevelopMent Int- ("Grantor")and the City of Meridian,an Idaho Municipal Corporation("Grantee"); WITNESSETH: WHEREAS, Grantor is the owner of real property on portions of which the City of Meridian desires to establish a public pathway; and WHEREAS, the Grantor desires to grant an easement to establish a public pathway and provide connectivity to present and future portions ofthe pathway; and WHEREAS, Grantor shall construct the pathway improvements upon the easement described herein; and NOW, THEREFORE, the parties agree as follows: THE GRANTOR does hereby grant unto the Grantee an easement on the following property, described on Exhibit "A" and depicted on Exhibit "B" attached hereto and incorporated herein. THE EASEMENT hereby granted is for the purpose of providing a public pedestrian pathway easement for multiple-use non-motorized recreation, with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD, said easement unto said Grantee, its successors and assigns forever. THE GRANTOR covenants and agrees that Grantor shall not place or allow to be placed any permanent structures or obstructions within the easement area that would interfere with Grantee's use of said easement, including, but not limited to, buildings, trash enclosures, carports, sheds, fences,trees, or shrubs. IT IS EXPRESSLY UNDERSTOOD AND AGREED,by and between the parties hereto, that the Grantor shall repair and maintain the pathway improvements. THE GRANTOR hereby covenants and agrees with the Grantee that should any part of the easement hereby granted become part of, or lie within the boundaries of any public street, Pedestrian Pathway Easement Page I Version 0 1/0 1/2024 then, to such extent such easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that it is lawfully seized and possessed of the aforementioned and described tract of land, and that it has a good and lawful right to convey said easement, and that it will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said Grantor has hereunto subscribed its signature the day and year first hereinabove written. GRANTOR: STATE OF IDAHO ) ) ss County of Ada ) This record was acknowledged before me on�ec•5, 2-e14E(date) by _��reu Q ADl (name of individual), [complete the following Z signing in a representative capacity, or strike the.1bilowing if signing in an individual capacity] on behalf of L', (name of entity on behalf of whom record was executed), in the followin repr�ive capacity: (type of authority such as officer or trustee) Notary Stamp Below Notary Signature ADAIR KOLTES My Commission Expires:_,b-OS-2Q2 Notary Public - State of Idaho Commission Number 30052 My Commission Expires 06-05-2028 Pedestrian Pathway Easement Page 2 Version 01/01/2024 GRANTEE: CITY OF MERIDIAN Robert E. Simison, Mayor 1-7-2025 Attest by Chris Johnson,City Clerk 1-7-2025 STATE OF IDAHO, ) . ss. County of Ada ) 1-7-2025 This record was acknowledged before me on (date) by Robert E. Simison and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk, respectively. Notary Stamp Below Notary Signature My Commission Expires: 3-28-2028 Pedestrian Pathway Easement Page 3 Version 01/01/2024 Exhibit A Description for Pathway Easement Foxcroft Subdivision No. 3 March 20, 2024 A portion of the Southwest 1/4 of the Northeast 1/4 of Section 10, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho more particularly described as follows: Easement 1 Commencing at the East 1/4 corner of said Section 10 from which the Center 1/4 corner of said Section 10 bears, North 89°36'02" West, 2655.68 feet; thence on the east-west centerline of said Section 10, North 89036'02"West, 1327.84 feet to the Center-East 1/16 corner of said Section 10; thence on the east boundary line of the Southeast 1/4 of the Southwest 1/4 of the Northeast 1/4 of said Section 10, North 00003'48" East, 609.34 feet to the POINT OF BEGINNING; thence leaving said east boundary line, North 89045'12"West, 19.84 feet; thence North 86052'23"West, 78.88 feet; thence South 89014'16"West, 506.04 feet; thence North 66°57'48"West, 62.84 feet; thence North 13054'29"West, 37.51 feet to the north boundary line of the South 1/2 of the Southwest 1/4 of the Northeast 1/4 of said Section 10; thence on said north boundary line, South 89037'19" East, 14.45 feet; thence leaving said north boundary line, South 13054'29" East, 17.97 feet; thence South 40026'08" East, 16.08 feet; thence South 66057'48" East, 33.43 feet; thence South 79019'35" East, 21.34 feet; thence North 890 14'16" East, 551.43 feet; SNoNPL L ANC s v\GE NS 11779 �to&zq, �0o9r� yM MCCP�� Page 1 of 2 thence South 85032'14" East, 39.27 feet to the east boundary line of the Southeast 1/4 of the Southwest 1/4 of the Northeast 1/4 of said Section 10; thence on said east boundary line, South 00003'48"West, 16.13 feet to the POINT OF BEGINNING. Containing 10,014 square feet or 0.230 acres, more or less. AND Easement 2 Commencing at the East 1/4 corner of said Section 10 from which the Center 1/4 corner of said Section 10 bears, North 89°36'02"West, 2655.68 feet; thence on the east-west centerline of said Section 10, North 89036'02"West, 1327.84 feet to the Center-East 1/16 corner of said Section 10; thence on the east boundary line of the Southeast 1/4 of the Southwest 1/4 of the Northeast 1/4 of said Section 10, North 00003'48" East, 439.60 feet to the POINT OF BEGINNING; thence leaving said east boundary line, North 89*56'12"West, 111.70 feet; thence 21.46 feet along the arc of curve to the left having a radius of 73.50 feet, a central angle of 16"43'39" and a long chord which bears North 20039'00" West, 21.38 feet; thence South 89056'12" East, 100.19 feet; thence North 45003'48" East, 26.97 feet to the east boundary line of the Southeast 1/4 of the Southwest 1/4 of the Northeast 1/4 of said Section 10; thence on said east boundary line, South 00003'48"West, 39.07 feet to the POINT OF BEGINNING. Containing 2,480 square feet or 0.057 acres, more or less. End of Description Ni- LANs v\GENSF a. 11779 X cn�3�Z�JZoZy�o �0�9j►F /OF yM MCCPM� Page 2 of 2 L5 C-S-NE rn S89'37'19"E 657.07' � 1/64 8 L9 N89'14'16"E 551.43' 1-10 S89'14'16"W 506.04' L2 L1 '— Point of Beginning 1 Line Table Line Bearing Length L1 N89'45'12"W 19.84' 100.19' : L2 N86'52'23"W 78.88' S89'56'12"E �' r•) J L3 N66'57'48"W 62.84' ; Point of m N89'56'12"W L4 N13'54'29"W 37.51' ` Beginning 2 111.70' L5 S89'37'19"E 14.45' L6 S13'54'29"E 17.97' W gyp` LA O L7 S40'26'08"E 16.08' ;o N L8 S66'57'48"E 33.43' o :c° ��GENS�c ,Q .w L9 S79'19'35"E 21.34' r ; 't cc 0 11779 L10 S85'32'14"E 39.27' o N� Z,/2&Zy�O L11 S00'03'48"W 16.13' Curve Table z COp�9�yM F OF �MCC pPp� L12 N45'03'48"E 26.97' Curve Length Radius Delta Chord Bearing Chord Length r- `� ' L13 S00'03'48"W 39.07' C1 21.46' 73.50' 16'43'39" N20'39'00"W 21.38' z �� - - - - - - - - _ _ 1327.84' 1327.84' 1/4 C 1/4 N89'36'02"W 2655.68' -18 W. Pine Ave. Basis of Bearings CE 1/16 s.10 s.11 P.\Fo.crofl No. 3 22-349\dwg\C0N Poth Eose.dwq 3/20/2024 2:25 37 PIA N IDAHO Exhibit Drawing for Job No. 49 Scale: 1"=80' SURVEY W.EMERALD Pathway Easement Sheet No. BOISE,IDAHO 83704 (208)846-8570 Foxcroft Subdivision No. 3 1 0 20 40 80 160 GROUP, LLC A portion of the SW1/4 of the NE1/4 of Section 10, Dwg. Dote T.3N., RAW., B.M., City of Meridian, Ado County, Idaho. 3/20/2024 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Julia Subdivision Water Main Easement (ESMT-2024-0175) Project Name or Subdivision Name: ADA COUNTY RECORDER Trent Tripple 2025-001026 Julia Subdivision BOISE IDAHO Pgs=5 BONNIE OBERBILLIG 01/08/2025 08:05 AM CITY OF MERIDIAN, IDAHO NO FEE Water in Easement Number: 1 Identify this Easement by sequential number if the Prolw'contains more than one easement of this tyi)e.see instructiowch9cmst for additional informetiorL For Internal Use Only ESMT-2024-0175 Record Number: WATER MAIN EASEMDENT THIS Easement Agreement made this 1 St day of, January 2o 25 between Julia Project Corp ("Grantor")and the City ofMeridian,an Idaho Municipal Corporation("Grantee"); WHEREAS,the Grantor desires to provide a water main right-of-way across the premises and property hereinafter particularly bounded and described; and WHEREAS , the water main is to be provided for through underground pipelines to be constructed by others;and WHEREAS, it will be necessary to maintain and service said pipelines from time to time by the Grantee; NOW, THEREFORE,in consideration of the benefits to be received by the Grantor,and other good and valuable consideration,the Grantor does hereby be, grant and convey unto the Grantee the right- of-way for an easement for the operation and maintenance of water mains over and across the following described property- (SEE ATTACHED EXH-113ITS A and 13) The easement hereby granted is for the purpose of construction and operation of water mains and their allied facilities,together with their maintenance,repair and replacement at the convenience of the Grantee,with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD, the said emement and right-of-way unto the said Grantee, its successors and assigns forever. IT IS EXPRESSLY UNDERSTOOD AND AGREED,by and between the parties hereto dig after maldng repairs or performing other maintenance,Grantee shall restore the area of the easement and adjacent property to that existent prior to undertaking such repairs and maintenance. However, Grantee shall not be responsible for repairing, replacing or restoring anything placed within the area described in this easement that was placed there in violation oft his easement. THE GRANTOR covenants and agrees that Grantor shall not place or allow to be placed any permanent structures or obstructions within teeasement area that of interfere with Granteds use of said easement including,but not limited to,buildings,trash enclosures, carports, sheds,fences,trees,or deep-rooted shrubs. THE GRANTOR covenants and agrees with the Grantee that should any part of the right-of.way and easement hereby granted shall become part of,or he within the boundaries of any Water Main Easement Page I Version 01/01/2024 public street, then, to such extent, such right-of-way and easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that Grantor is lawfully seized and possessed of the aforementioned and described tract of land, and that Grantor has a good and lawful right to convey said easement, and that Grantor will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. THE COVENANTS OF GRANTOR made herein shall be binding upon Grantor's successors, assigns,heirs,personal representatives,purchasers, or transferees of any kind. IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. GRANTOR: JULIA PROJECT CORP r STATE OF IDAHO ) ) ss County of Ada ) This record was acknowledged before me on M A/Z (date)by Bruce Flessing (name of individual), [complete the following Z signing in a representative capacity, or strike the following if signing in an individual capacity] on behalf of Julia Project Corp (name of entity on behalf of whom record was executed), in the following representative capacity: _President (type of authority such as officer or trustee) Notary Stamp Below 01e1tfifff' otary Signature � ? o, My Commission Expires: llrl y'1 n R�+I Y` • f p� �g•� a� �s•eoom� o ,�flf if tf ltttt�, Water Main Easement Page 2 Version 01/01/2024 GRANTEE: CITY OF MERIDIAN Robert E. Simison,Mayor 1-7-2025 Attest by Chris Johnson, City Clerk 1-7-2025 STATE OF IDAHO, ) . ss. County of Ada ) 1-7-2025 This record was acknowledged before me on (date) by Robert E. Simison and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk,respectively. Notary Stamp Below Notary Signature 3-28-2028 My Commission Expires: Water Main Easement Page 3 Version 01/01/2024 �_ — - ----- WWW.ACKERMAN-ESTVOLD.COM Julia Subdivision Water Easement Exhibit A A parcel of land being a portion of the SE%of the NE%of Section 4,T. 3N, RAW, Boise-Meridian, Ada County, Idaho, more particularly described as follows: COMMENCING at the East Quarter Corner of Section 4; thence North 89°22'47"West a distance of 50.00 feet to a point on the right of way line of Blaak Cat Road;thence on said Right of Way line N00237'S9"E a distance of 121.04 feet to the Point of Beginning; thence N89222'45"W a distance of 119.49 feet to a point on the right of way of Julia court; thence a non tangent curve to the left having a radius of 57.00 feet,a length of 20.42 feet and a chord bearing N9224'41"W a distance of 20.31 feet;thence S8922245"E a distance of 118.58 feet; thence N45241'01"E a distance of 6.30 feet to a point on the Right of Way line of Black Cat Road; thence on last said Right of Way line S00237'59"W a distance of 24.45 feet. The above described parcel contains 2.423 Sq.Ft., more or less. HEADQUARTERS 4165 30TH AVE S 3210 27TH ST W 7661 W RIVERSIDE DR 1907 17TH ST SE SUITE 100 SUITE 200 SUITE 102 MINOT, ND 58701 FARGO, ND 58104 WILLISTON. ND 58801 GARDEN CITY, ID 83714 701.837.8737 701.551.1250 701.577.4127 208.853.6470 JULIA SUBDIVISION WATER EASEMENT N45°41'01"E-6.30'-- EXHIBIT B i PORTION OF THE NE 1/4 SECTION 4, T.4N,RAW,BOISE-MERIDIAN,CITY —— S89°22'45"E_118.58' —— — (N OF MERIDIAN,ADA COUNTY,IDAHO. N R=57.00' A=020.53' CH: N9°24'41'W,20.31' M N89°22'45'W- 119.49' CD JULIA COURT POINT OF BEGINNING I scak 1'_3' o 1s 30' BEARINGS AND DISTANCES MAY VARY FROM PREVIOUS PLATS DUE TO DIFFERENT METHODS OF MEASUREMENTS. Q O LAAb � N v ��,� �\GENSF� W g m 18350 - Z O E OF Np — N89'22'47"W_50_00' 43 POINT OF COMMENCEMENT - E 1/4 CORNER SECTION 4 JOB No: R24050 SHEET IOF1 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Lennon Pointe Subdivision Pedestrian Pathway Easement (ESMT-2024-0165) Project Name or Subdivision Name: ADA COUNTY RECORDER Trent Tripple 2025-001027 Lennon Pointe Subdivision BOISE IDAHO Pgs=10 VICTORIA BAILEY 01/08/2025 08:05 AM CITY OF MERIDIAN, IDAHO NO FEE For Internal Use Only Record Number:ESMT-2024-0065 PEDESTRIAN PATHWAY EASEMENT THIS Easement Agreement made this_7th day of_January 2025 between Lane Development LLC ("Grantor")and the City of Meridian,an Idaho Municipal Corporation("Grantee"); WITNESSETH: WHEREAS, Grantor is the owner of real property on portions of which the City of Meridian desires to establish a public pathway; and WHEREAS, the Grantor desires to grant an easement to establish a public pathway and provide connectivity to present and future portions of the pathway; and WHEREAS, Grantor shall construct the pathway improvements upon the easement described herein; and NOW, THEREFORE, the parties agree as follows: THE GRANTOR does hereby grant unto the Grantee an easement on the following property, described on Exhibit "A" and depicted on Exhibit "B" attached hereto and incorporated herein. THE EASEMENT hereby granted is for the purpose of providing a public pedestrian pathway easement for multiple-use non-motorized recreation, with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD, said easement unto said Grantee, its successors and assigns forever. THE GRANTOR covenants and agrees that Grantor shall not place or allow to be placed any permanent structures or obstructions within the easement area that would interfere with Grantee's use of said easement, including, but not limited to, buildings, trash enclosures, carports, sheds, fences, trees, or shrubs. IT IS EXPRESSLY UNDERSTOOD AND AGREED, by and between the parties hereto, that the Grantor shall repair and maintain the pathway improvements. THE GRANTOR hereby covenants and agrees with the Grantee that should any part of the easement hereby granted become part of, or lie within the boundaries of any public street, Pedestrian Pathway Easement Page 1 Version 01/01/2024 then,to such extent such easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no fiuther effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that it is lawfully seized and possessed of the aforementioned and described tract of land, and that it has a good and lawful right to convey said easement, and that it will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF,the said Grantor has hereunto subscribed its signature the day and year first hereinabove written. GRANTOR: Lane Development LLC STATE OF IDAHO ) ) ss County ofAda ) This record was acknowledged before me on_I I ZO 2-4 (date) by J d.M20 A Lane (name of individual), [complete the following i signing in a representative capacity, or strike the following if signing in an individual capacity] on behalf of Lane Development LLC (name of entity on behalf of whom record was executed), in the following representative capacity: Member (type of authority such as officer or trustee) Notary Stamp Below KRISTIN CAUDILL Notary Public-State of Idaho , Commission Number 33817 Notary Signature My Commission Expires 06-30-2027 My Commission Expires:_0 b - Q• J OZ.- Pedestrian Pathway Easement Page 2 Version 01/01/2024 GRANTEE: CITY OF MERIDIAN Robert E. Simison, Mayor 1-7-2025 Attest by Chris Johnson, City Clerk 1-7-2025 STATE OF IDAHO, ) : ss. County of Ada ) This record was acknowledged before me on January 7, 2025 Robert E. Simison and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk, respectively. Notary Signature My Commission Expires: 3-28-2028 Pedestrian Pathway Easement Page 3 Version 01/01/2024 JHMH engineering Exhibit `A' Lennon Pointe Subdivision Creason Lateral Pedestrian Pathway Easement Legal Description A pathway easement situate in the North 112 of the West 112 of Government Lot 4 in Section 1, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: COMMENCING at the Northwest corner of Section 1 as described in Corner Record Instrument No. 109109699, from which the West 1/4 corner as described in Corner Record Instrument No. 108044955 bears, South 00°01'03" East, 2699.19 feet; thence South 00°01'03" East, 683.16 feet to the southerly boundary of the North 1/2 of the West 1/2 of Government Lot 4; thence along said boundary, South 88°59'01" East, 73.98 feet to the easterly right-of-way for N. Linder Road monumented by a 5/8-inch bar with cap PLS11463; thence continuing along said boundary, South 88°59'01" East, 86.57 feet to the westerly boundary of the Pathway easement, the northerly boundary of an existing pathway easement recorded as Instrument No. 109004708 and the POINT OF BEGINNING; Then along said westerly boundary the following ten (8) courses and distances: Thence North 20°26'27" West, 3.17 feet; Thence North 08°25'32" West, 110.67 feet; Thence along the arc of a curve to the left 18.75 feet, having a radius of 38.00 feet, a central angle of 28°15'59", and a chord bearing North 22°33'31" West, 18.56 feet; Thence North 36°41'31" West, 67.38 feet; Thence along the arc of a curve to the right 14.86 feet, having a radius of 52.00 feet, a central angle of 16°22'05", and a chord bearing North 28°30'29" West, 14.80 feet; Thence North 20°19'26" West, 44.30 feet; Thence along the arc of a curve to the right 7.10 feet, having a radius of 52.00 feet, a central angle of 07°49'14", and a chord bearing North 16°24'49" West, 7.09 feet; Thence along the arc of a non-tangent curve to the left 13.64 feet, having a radius of 49.25 feet, a central angle of 15°52'01", and a chord bearing North 88°15'20" West, 13.60 feet to the easterly right of way for N. Linder Road; Thence along said right of way, North 00°01'03" West, 14.06 feet; 680 S. Progress Ave., Suite #213 • Meridian, Idaho 83642 • Tel: 208-342-7957 • Web: hmh-Ilc.com Equal Opportunity Employer Then along said westerly boundary the following three (3) courses and distances: Thence along the arc of a non-tangent curve to the right 12.43 feet, having a radius of 63.25 feet, a central angle of 11°15'44", and a chord bearing South 89°11'18" East, 12.41 feet; Thence North 01°17'03" East, 151.63 feet; Thence along the arc of a non-tangent curve to the left 99.89 feet, having a radius of 354.05 feet, a central angle of 16°09'53", and a chord bearing North 09°10'55" West, 99.56 feet to the easterly right of way for N. Linder Road; Thence along said right of way, North 00°01'03" West, 40.45 feet to the easterly boundary of the Pathway easement; Then along said easterly boundary the following eleven (8) courses and distances: Thence along the arc of a non-tangent curve to the right 173.14 feet, having a radius of 368.47 feet, a central angle of 26°55'22", and a chord bearing South 09°48'13" East, 171.55 feet; Thence South 01°16'36" West, 123.50 feet; Thence along the arc of a non-tangent curve to the left 14.33 feet, having a radius of 38.00 feet, a central angle of 21°36'24", and a chord bearing South 09°31'14" East, 14.25 feet; Thence South 20°19'26" East, 44.30 feet; Thence along the arc of a curve to the left 10.86 feet, having a radius of 38.00 feet, a central angle of 16°22'05", and a chord bearing South 28°30'28" East, 10.82 feet; Thence South 36°41'31" East, 67.38 feet; Thence along the arc of a curve to the right 25.65 feet, having a radius of 52.00 feet, a central angle of 28°15'59", and a chord bearing South 22°33'32" East, 25.39 feet; Thence South 08°25'32" East, 115.99 feet to the southerly boundary of the North 1/2 of the West 1/2 of Government Lot 4; Thence along said boundary, North 88°59'01" West, 13.52 feet to the POINT OF BEGINNING. Containing 7,945 square feet more or less The sidelines of said easement are two feet offset with the constructed sidewalk pathway which serves as a monument for this description. Prepared by: Ronald M. Hodge, PLS Survey Department Manager o�P� LAND Q G f 5 �10-15-2024 p f'pN9TF 0 F 4� D M. NO RMH:bf 680 S. Progress Ave., Suite #213 • Meridian, Idaho 83642 • Tel: 208-342-7957 • Web: hmh-Ilc.com Equal Opportunity Employer 35 36 Ustick Rd EXHIBIT B 2 1 CREASON LATERAL PATHWAY EASEMENT o c � �C E rn o � o � U C O U O E E Of U U LEGEND o 30 60 Plat Line SCALE: 1"= 60' Riw Right—of—Way Line _ Section Line — — — — — — — — Kellogg Drain Easement Line — — — — — — — — Creason Lateral Easement Line Lot Line Record Plat Line Suvery Monuments Pathway Area 05 Lot Number M � O co L O J Z / O O \ (0 I \ N \ W I \ ih \ O \ O \0 fn O \\ LAND \ \\ o mp N 0_ 8 5 c �O \ \ s i0-15-2024 p �Z — — \ OF O�� \ \ \ � M. NO 73.98' 0 8 68' HMH ENGINEERING S88°59'01" (208) 342-7957 \ Point of Beginning CR 108044955 ` �. Sheet 1 of 5 Lennon Pointe Exhibits.dwg EXHIBIT B CREASON LATERAL PATHWAY EASEMENT �G �C SHEET 3 MATCH LINE \ w 0 5 10 \ M M SCALE: 1"= 10' O N N 00 0 Z � Z � \ O � W U � LAND rfR r5% 85 5 \ J,10-15-2024 p �0' F 0 F L1 4 D M N� L8 Sheet 2 of 5 HMH ENGINEERING Lennon Pointe Exhibits.dwg (208) 342-7957 EXHIBIT B CREASON LATERAL SHEET4 PATHWAY EASEMENT MATCH LINE A �G C J n \co 0 c4 w SCALE: 1"= 30' \mow 10 0 � oelry J Z \ O \ D \ 9q w \ \ M O N �\ o N N �P� LAND Z ` z �` TfRr G\\ MATCH LINEcl- 85 5 SHEET 2 1 2o-2s-2o24 0 �'pN9TF 0 F 4 D M. �0 Sheet 3 of 5 HMH ENGINEERING Lennon Pointe Exhibits.dwg (208) 342-7957 EXHIBIT B CREASON LATERAL PATHWAY EASEMENT J �C 0 is 30 SCALE: 1"= 30' AP-AP- < a fY I4) � a C ¢ J IZ a I I a Im o L M r1 N W M -> O M n � e-I l0 N o O ti Z O � Q NANO /PQ � 85 5 J,10-15-2024 p � Z A P �'pN9TF 0 F 41 D M. N� MATCH LINE Sheet 4 of 5 SHEET 3 HMH ENGINEERING Lennon Pointe Exhibits.dwg (208) 342-7957 EXHIBIT B CREASON LATERAL PATHWAY EASEMENT LINE TABLE CURVE TABLE LINE DIRECTION LENGTH CURVE RADIUS DELTA LENGTH CH. BEARING CH. LENGTH L1 N20°26'27"W 3.17' C1 38.00' 028'15'59" 18.75' N22°33'31"W 18.56' L2 N36°41'31"W 67.38' C2 52.00' 016'22'05" 14.86' N28°30'28"W 14.80' L3 N20° 19'26"W 44.30' C3 52.00' 007°49'14" 7.10' N16°24'49"W 7.09' L4 N00°01'03"W 14.06' C4 49.25' 015'52'01" 13.64' N88°15'20"W 13.60' L5 N00°01'03"W 40.45' C5 63.25' 011'15'44" 12.43' S89°11'18"E 12.41' L6 S20° 19'26"E 44.30' C6 354.05' 016'09'53" 99.89' N09°10'55"W 99.55' L7 S36°41'31"E 67.38' C7 368.47' 026°55'22" 173.14' S09°48'1 YE 171.55' L8 N88°59'01"W 13.52' C8 38.00' 021°36'24" 14.33' S09°31'14"E 14.25' C9 38.00' 016°22'05" 10.86' S28°30'28"E 10.82' r-c 1 0 52.00' 028-15-59" 25.65' S22°33'31"E 25.39' ,\ \_ LAND L\� o\- TERr G\\ a 85 5 7u s 10-15-2024 p �'pN9TF OF 41 D M. �0 Sheet 5 of 5 HMH ENGINEERING Lennon Pointe Exhibits.dwg (208) 342-7957 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Sagarra Subdivision No. 1 Pedestrian Pathway Easement (ESMT-2024-0172) Pmjm Narne or Subdivision Name: Sagarra SubdMslon No. I ADA COUNTY RECORDER Trent Tripple 2025-001028 BOISE IDAHO Pgs=7 VICTORIA BAILEY 01/08/2025 08:05 AM CITY OF MERIDIAN, IDAHO NO FEE For Internal Use NIY ESMT-2024-0172 RecorclNumber- PEDESTRIAN PATHWAY EASFI ENT 1S Easement Agrcernent ' January 025 between a arra 139.L C ("Grantor")and the City ofMcridian,an Idaho Municipal Corporation("Grantee"); W ESSE WHEREAS, for is the owner ofreal property on portions ofwhich the City of Meridian desires to establish a,public pathway;and WHEREAS, the Grantor dcsircs to grant an easement to establish a public pathway d provide connectivity to present and ftiture portions of the pathway,and WHEREAS,Grantor shall construct the pathway improvements upon the easement described herein;and NOW, THEREFORE, the parties agree ollo THE GRANTOR does hereby grant unto the Grantee an easement on the following property, described on Exhibit "A"" and depicted on Exhibit "B" attached hereto and incorporated herein. E EASEMENT hereby granted is for the purpose ofproviding a public pedestrian pathway easement for multiple-use non-motorized recreation, with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD, said easement unto said Grantee, its successors and; signs forever. THE GRANTOR ven is and agrees that Grantor shall not place or allow to be placed any permanent structures or obstructions within the easement area that would interfere with' tee"s use of said easement, including, but not limited to buildings, trash enclosures, ,sheds,fences,trees,ors IT IS EXPRESSLY Y DER D AND AGREED,by and between the parties hereto, that the Grantor shall repair and maintain the pathway improvements:: TIME GRANTOR hereby covenants and agrees with the Grantee that should any part of the easement hereby granted become part of, or lie within the boundaries of any public Pedestrian Pathway Easement Page l Version 0101/2024 then, to such extent such easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that it is lawfully seized and possessed of the aforementioned and described tract of land, and that it has a good and lawful right to convey said easement, and that it will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said Grantor has hereunto subscribed its signature the day and year first hereinabove written. GRANTOR: Sagarra 139, LLC PW STATE OF ) U 40L W ) ss County ofh;d* ) Su►+%w+i 4- This record was acknowledged before me on �)j 2 101 D(date) byMatt V Da lobos (name of individual), [complete the following I signing in a representative capacity, or strike the following f signing in an individual capacity] on behalf of Sagarra 139.t1C (name of entity on behalf of whom record was executed), in the following representative capacity: _meager (type of authority such as officer or trustee) Notary Stamp Below MARK GROSE WrARY PusLK-STATE OF UTAH Notary Signature COMMISSION EXP.101051202i My Commission Expires-,�� COMMISSION Na n?132 Pedestrian Pathway Easement Page 2 Version 01/0l/-'0_24 GRANTEE: CITY OF MERIDIAN Robert E. Simison, Mayor 1-7-2025 Attest by Chris Johnson, City Clerk 1-7-2025 STATE OF IDAHO, ) . ss. County of Ada ) 1-7-2025 This record was acknowledged before me on _(date) by Robert E. Simison and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk, respectively. Notary Stamp Below Notary Signature My Commission Expires: Pedestrian Pathway Easement Page 3 Version 01/01/2024 Exhibit A Sagarra Subdivision Pedestrian Pathway Easement #1 A pedestrian pathway easement located in Lot 1, Block 3 of Linder Village Subdivision and for the proposed Sagarra Subdivision and lying in the NW 1/4 of Section 25, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, said parcel being more particularly described as follows: Commencing at a 5/8" iron pin marking the N 1/16 corner of Section 25; thence N.00'55'10"E. along the Center line of said Section 25 a distance of 284.79 feet to a point; thence S.89°04'59"E. a distance of 1391.31 feet to a point, said point also being the POINT OF BEGINNING; Thence S.89'22'01"E. a distance of 15.27 feet to a 1/2" iron pin marking the proposed NW corner of Lot 25 Block 2; Thence S.01'05'01"E. a distance of 18.54 feet to a point; Thence 16.79 feet along a tangent curve to the left, said curve having a radius of 42.50 feet, a delta of 22'38'28", and a chord bearing S.12'24'15"E. a distance of 16.69 feet to a point; Thence S.23'43'29"E. a distance of 6.45 feet to a point; Thence 15.75 feet along a non-tangent curve to the left, said curve having a radius of 48.00 feet, a delta of 18°48'20", and a chord bearing S.49'17'40"W. a distance of 15.68 feet to a point; Thence N.23'43'29"W. a distance of 11.03 feet to a point; Thence 21.94 feet along a tangent curve to the right, said curve having a radius of 57.50 feet, a delta of 21'51'28", and a chord bearing N.12'47'45"W. a distance of 21,80 feet to a point; Thence N.01°52'01"W. a distance of 19.79 feet to a point also being the POINT OF BEGINNING. Said easement contains 705 square feet, more or less. LA EN G9 15758 o dr IZ-4-Zy�o of NO Exhibit A Sagarra Subdivision Pedestrian Pathway Easement #2 A pedestrian pathway easement located in Lot 1, Block 3 of Linder Village Subdivision and for the proposed Sagarra Subdivision and lying in the NW 1/4 of Section 25,Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, said parcel being more particularly described as follows: Commencing at an aluminum cap being the northwest corner of said Section 25; thence 5.89°22'30"E. along the north line of said Section 25 a distance of 1755.98 feet to a point; thence 5.00°37'30"W. a distance of 1297.50 feet to a point also being the POINT OF BEGINNING; Thence S.00°37'48"W. a distance of 12.00 feet to a point; Thence N_89°25'01"W. a distance of 869.89 feet to a point,- Thence N.00°37'55"E. a distance of 12.00 feet to a point; Thence 5.89'25'01"E. a distance of 869.89 feet to a point also being the POINT OF BEGINNING; Said easement contains 10,439 square feet more or less. 2 15755 0 OF EXHIBIT B — PEDESTRIAN PATHWAY EASEMENT #1 DRAWING SHOWING A PEDESTRIAN PATHWAY EASEMENT FOR SAGARRA SUBDIVISION LYING IN THE NW 1/4 OF SECTION 25, T.4N., R.1 W., B.M., CR 2017-072470 ADA COUNTY, IDAHO, 2023. 23 24 26 25 N (D CV _ O _ . p OD d c6 O r S89'04'S9"E S89'22'01"E 15.27' 1�`' Q, 391.31' o u-) co 0) j O cV r I i1 S Z no � I W 01 CV I!7 O to V1 N 1/16 COR. z ILLEGIBLE 0 Cb O LEGEND SECTION LINE LOT LINE RIGHT—Of—WAY LINE 1 f 15758 lo — — — — — EASEMENT 24 1 �1'7�Ce o ® FOUND 5/8" IRON PIN 1 1\ o f ,OA FOUND ALUMINUM CAP V • SET 1/2- IRON PIN 1 ` J. 8 CALCULATED POINT-NOT SET \ ly��l BROKEN LINE ` S23'43'29"E / 6.45' 1 \r �r Curve Toble Curve Length Rodluo Delta Chord Directlon Chord Length GRAPHIC SCALE Ct 16.79' 42.50' 22'313'28' S12'24' 15"E 16.69' 0 20 G2 15.75' 48.00' 18'48' 20 $49 17'40'W 15.68' t IN FEET C3 21.94' 57.50' 21'51' 28' N12 47'45"W 21,50' t i—h. to K W. CATE. arch BY: %W: of SAGARRA SUBDIVISION ,i„ J.J. HOWARD 2/16/24 ClS ® 1 1 ue.s °AWN Bf' ��NO. EXHIBIT B — PEDESTRIAN PATHWAY EASEMENT #1 au s mire.a a/ee.w.aosr f®r rwam t" 10. CLS 2304G8 EXHIBIT B — PEDESTRIAN PATHWAY EASEMENT #2 CR 2017-072469 DRAWING SHOWING AN ACHD SIDEWALK EASEMENT N 1/4 SEC. 25 FOR SAGARRA SUBDIVISION LYING IN THE NW 1/4 OF SECTION 25, T.4N., R.1 W., B.M., ADA COUNTY, IDAHO, 2023. u1D SO'37'48"W 12.00' rn SO'37'30"W 1297.50' I I� Ln ! I 1 ! � I ! ! I I E 0 I I � � CN I i w 00 I I m U i a � O I I I oO m m I I II J 0 fl II m o o iii Co ! I O I I NO'37'55"E ARLISS AVE. 12.00' 24 25 ail of Cn lv (a 23 26 CO I I ro wl � O Lo o I I °N° I I z OI I I LEGEND I SECTION LINE -----7 LOT LINE y LA � T � I I _ — � — -- RIGHT-OF-WAY LINE EASEMENT p G9 ® FOUND 5/8- IRON PIN vt FOUND ALUMINUM CAP 15758 SET 1/2- IRON PIN A CALCULATED POINT-NOT SET 4p ��y/./O \fl BROKEN LINE ,� df 0 GRAPHIC SCALE J. 5 0 2.5 5 10 20 1N FEE7) 1 Inch. 10 fL Dm-WM 16/ OLCL 9Y: S11 OF J.J. HOWARD 2/16/20 cLs � ® � � 1 7 SAGARRA SUBDIVISION AUPFYVG/SHP►fw 1..SLF10. DW NBY' ZR�08 AW l SW AL a I/MA_mw aw MTV EXHIBIT B — PEDESTRIAN PATHWAY EASEMENT #2 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: The Learning Experience Water Main Easement No. 1 (ESMT-2024-0177) ADA COUNTY RECORDER Trent Tripple 2025-001029 Project Name or Subdivision Name: BOISE IDAHO Pgs=6 BONNIE OBERBILLIG 01/08/2025 08:05 AM The Learning Experience CITY OF MERIDIAN, IDAHO NO FEE Water Main Easement Number: I Identify this Easement by sequential number if the project contains more than one easement of this type.See instructions/checklist for additional information. For Internal Use Only ESMT-2024-0177 Record Number: WATER MAIN EASEMENT THIS Easement Agreement made this 7th day of-January —2025 between Meridian ID Retail LLC ("Grantor")and the City ofMeridian,an Idaho Municipal Corporation("Grantee"); WHEREAS, the Grantor desires to provide a water main right-of-way across the premises and property hereinafter particularly bounded and described; and WHEREAS , the water main is to be provided for through underground pipelines to be constructed by others;and WHEREAS, it will be necessary to maintain and service said pipelines from time to time by the Grantee; NOW,THEREFORE,in consideration of the benefits to be received by the Grantor, and other good and valuable consideration,the Grantor does hereby give, grant and convey unto the Grantee the right- of-way for an easement for the operation and maintenance of water mains over and across the following described property: (SEE ATTACHED EXHIBITS A and B) The easement hereby granted is for the purpose of construction and operation of water mains and their allied facilities,together with their maintenance,repair and replacement at the convenience of the Grantee,with the free right of access to such facilities at any and all times, TO HAVE AND TO HOLD, the said easement and right-of-way unto the said Grantee, its successors and assigns forever. IT IS EXPRESSLY UNDERSTOOD AND AGREED,by and between the parties hereto,that after making repairs or performing other maintenance,Grantee shall restore the area of the easement and adjacent property to that existent prior to undertaking such repairs and maintenance. However, Grantee shall not be responsible for repairing, replacing or restoring anything placed within the area described in this easement that was placed there in violation ofthis easement. THE GRANTOR covenants and agrees that Grantor shall not place or allow to be placed any permanent structures or obstructions within the easement area that would interfere with Grantee's use of said easement, including,but not limited to,buildings,trash enclosures, carports, sheds,fences,trees,or deep-rooted shrubs. THE GRANTOR covenants and agrees with the Grantee that should any part of the right-of-way and easement hereby granted shall become part of,or lie within the boundaries of any Water Main Easement Page 1 Version 0 1/0 1/2024 public street, then, to such extent, such right-of-way and easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that Grantor is lawfully seized and possessed of the aforementioned and described tract of land, and that Grantor has a good and lawful right to convey said easement, and that Grantor will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. THE COVENANTS OF GRANTOR made herein shall be binding upon Grantor's successors, assigns,heirs,personal representatives,purchasers, or transferees of any kind. IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. GRANTOR: M'F L1 Pl kA SU *RT rtl. I.I.G, 'I}}ow�gs Ulm MorN STATE OF+Bftt3Q, ) W AS*1*1(M ) ss County of Axia K10%) This record was acknowledged before me on12-11-2024 (date) by Thomas Lee (name of individual), [complete the following if signing in a representative capacity, or strike the following if signing in an individual capacity] on behalf of Meridian Retail ID LLC (name of entity on behalf of whom record was executed), in the following representative capacity: Manager (type of authority such as officer or trustee) Notary Stamp Below [COOMWION UIXTH OE PEORO-ALMU WARY PUBLIC122A3303 No Signature TATE OF WASNMfGTON My Commission Expires:_ it EXPIRES AUGUST 11, 2026 Water Main Easement Page 2 Version 01/01/2024 GRANTEE: CITY OF MERIDIAN Robert E. Simison, Mayor 1-7-2025 Attest by Chris Johnson, City Clerk 1-7-2025 STATE OF IDAHO, ) . ss. County of Ada ) This record was acknowledged before me on 1-7-2025 (date) by Robert E. Simison and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk,respectively. Notary Stamp Below Notary Signature My Commission Expires: Water Main Easement Page 3 Version 01/01/2024 km E N G I N E E R I N G December 9,2024 Project No.23-100 City of Meridian Water Easement Exhibit A A parcel of land for a City of Meridian Water Easement over a portion of Lot 1,Block l of Knighthill Center South Subdivision(Book 125 of Plats,Pages 19972-19974)situated in the Northeast 1/4 of the Northeast 1/4 of Section 26,Township 4 North,Range 1 West,Boise Meridian,City of Meridian,Ada County,Idaho and being more particularly described as follows: Commencing at a found 5/8-inch rebar marking the Northeast corner of said Lot 1,which bears N89.59'53"E a distance of 229.12 feet from a found 5/8-inch rebar marking the Northwest corner of said Lot 1,thence following the easterly boundary of said Lot 1,S00.00'07"E a distance of 55.00 feet to the POINT OF BEGINNING. Thence following said easterly boundary,S00'00'07"E a distance of 20.00 feet; Thence leaving said easterly boundary,S89.59'53"W a distance of 37.19 feet; Thence N00.00'07"W a distance of 20.00 feet; Thence N89°59'53"E a distance of 37.19 feet to the POINT OF BEGINNING. Said parcel contains 744 square feet,more or less,and is subject to all existing easements and/or rights-of-way of record or implied. All subdivisions,deeds,records of surveys,and other instruments of record referenced herein are recorded documents of the county in which these described lands are situated. Attached hereto is Exhibit B and by this reference is made a part hereof. �\�ENSf� p .c a= O 6 �r �o 7TF OF ��<< NYNS�� S72S North Discovery Way • Boise,Idaho 83713•208.639.6939• kmengllp.com POINT OF COMMENCEMENT NORTHEAST CORNER. BASIS OF BEARINGS LOT 1 N89'59'53"E 229.12' p NORTHWEST CORNER w LOT 1 0 0 o b LO o � o 0 N89'59'53"E 37.19' w POINT OF BEGINNING N00'00'07"W 20.00'� S00'00'07"E 20.00' 1. $SOCK�R S89'59'S3"W -�G��1{�LL 9�1S10N 37.19' SHUSH SUB 0 0 Iri w i� LL O a O $ O a N O L co 0 0 c SOUTHEAST CORNER o LOT 1 3 -- - O V m 1 � 2, GtN0-R o K��GCaitHSU�p�y1S10�1 z SOUCH m 3 N W 0 40 so >zo11111111111117- LEGEND _ Plan Scale: 1"=40' `3 0 FOUND 5/8" REBAR Z a O FOUND 1/2" REBAR 0 CALCULATED POINT 0 -- — BOUNDARY LINE u 8 --------EASEMENT LINE F E N G I N E E R I N G m 5725 NORTH DISCOVERY WAY X BOISE,IDAH083713 Exhibi# B PHONE(2081639_6939 Mmengllp.com I ---�y City of Meridian Water Easement ER 1 DATE: December,2024 PROJECT: 23-10011 1 m ISHEET: A portion of Lot 1, Block 1 of Knighthill Center South Subdivision,situated In the 1 OF 1 NE 1/4 of the NE 1/4 of Sec. 26,T.41N., R. 1W., B.M.,City of Meridian,Ada County, ID 0 00 o�? 00 s F E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Windrow Subdivision No. 1 Water Main Easement No. 1 (ESMT-2024-0166) ADA COUNTY RECORDER Trent Tripple 2025-001030 Project Name or Subdivision Name: BOISE IDAHO Pgs=5 VICTORIA BAILEY 01/08/2025 08:05 AM CITY OF MERIDIAN, IDAHO NO FEE Windrow Subdivision No. 1 Water Main Easement Number: 1 Identify this Easement by sequentiai number if the project contains more than One easement of this type,See instruclionslchecklist for additional Information. For Internal Use Only ESMT-2024-0166 Record Number; WATER MAIN EASEMENT THIS Easement Agreement made this 7th day of January 20 24 between C4 Land LLC ("Grantor")and the City ofMeridian,an Idaho Municipal Corporation("Grantee"); WHEREAS,the Grantor desires to provide a water main right-of-way across the premises and property hereinafter particularly bounded and described; and WHEREAS , the water main is to be provided for through underground pipelines to be constructed by others;and WHEREAS, it will be necessary to maintain and service said pipelines from time to time by the Grantee; NOW,THEREFORE, in consideration of the benefits to be received by the Grantor, and other good and valuable consideration, the Grantor does hereby give, grant and convey unto the Grantee the right- of-way for an easement for the operation and maintenance of water mains over and across the following described property: (SEE ATTACHED EXHIBITS A and B) The easement hereby granted is for the purpose of construction and operation of water mains and their allied facilities,together with their maintenance,repair and replacement at the convenience of the Grantee,with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD, the said easement and right-of-way unto the said Grantee, its successors and assigns forever. IT IS EXPRESSLY UNDERSTOOD AND AGREED, by and between the parties hereto,that after making repairs or performing other maintenance,Grantee shall restore the area of the easement and adjacent property to that existent prior to undertaking such repairs and maintenance. However, Grantee shall not be responsible for repairing, replacing or restoring anything placed within the. area described in this easement that was placed therein violation ofthis easement. THE GRANTOR covenants and agrees that Grantor shall not place or allow to be placed any permanent structures or obstructions within the easement area that would interfere with Grantee's use of said easement, including,but not limited to, buildings,trash enclosures, carports, sheds,fences,trees,or deep-rooted shrubs. THE GRANTOR covenants and agrees with the Grantee that should any part of the right-of-way and easement hereby granted shall become part of, or lie within the boundaries of any Water Main Easement Page 1 Version 01/01/2024 public street, then, to such extent, such right-of-way and easement hereby granted which lies within such boundary thereof or which is a part thereof, shall cease and become null and void and of no further effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that Grantor is lawfully seized and possessed of the aforementioned and described tract of land, and that Grantor has a good and lawful right to convey said easement, and that Grantor will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. THE COVENANTS OF GRANTOR made herein shall be binding upon Grantor's successors, assigns, heirs, personal representatives, purchasers, or transferees of any kind. IN WITNESS WHEREOF, the said parties ofthe first part have hereunto subscribed their signatures the day and year first herein above written. GRANTOR: CC4 C V STATE OF IDAHO ) ss County ofAda ) A This record was acknowledged before me on (date) by , (name of individual), [complete the following if signing in a represer�lQrtiv capacity, of trike the following Zf signing in an individual capacity) on behalf of�' u�:Q, ;.,� ' (name of entity on behalf of whom record was executed), in the following representative capacity: (type of authority such as officer or trustee) Notary Stamp Below ��.41,+6811188 .y� Notary Signature �•'�(►�N;•LA1��;�►,,� My Commission Expires: �f C, * j' ��'110TARy�'s UBt,1G� so Water Main Easement Page 2 Version 01/01/2024 r GRANTEE: CITY OF MERIDIAN Robert E. Simison,Mayor 1-7-2025 Attest by Chris Johnson, City Clerk 1-7-2025 STATE OF IDAHO, ) . ss. County of Ada ) This record was acknowledged before me on 1-7-2025 (date) by Robert E. Simison. and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk, respectively. Notary Stamp Below Notary Signature My Commission Expires: EE{[ Water Main Easement Page 3 Version 01/01/2024 5awtooth Land 5urveying, LLC EXHIBIT A /7 P: (208) 398-8104 F: (208) 398-8105 2030 5. Wa5hmcgton Ave., Emmett, €D 63G 17 City of Meridian Water Main Legal Description BASIS OF BEARINGS is N. 0031'28" E. between a found brass cap LS 737, marking the southwest corner of Section 25 and a found aluminum cap PLS 13934 marking the 1/4 corner common to Sections 25 and 26, T. 3 N., R. 1 W., B.M., Ada County, Idaho. An easement located in the S1/2 of the SW1/4 of Section 25, Township 3 North, Range 1 West, Boise Meridian, City of Kuna, Ada County, Idaho, more particularly described as follows: COMMENCING at a brass cap marking the southwest corner of said Section 25; Thence S. 89032'33" E., coincident with the south line of said SW1/4, a distance of 300.06 feet to a 5/8" rebar/cap PLS 5617; Thence N. 0031'14" E., 50.00 feet to the POINT OF BEGINNING; Thence continuing, N. 0031'14"E., 23.00 feet; Thence S. 8903233"E., parallel with said south line, 40.00 feet; Thence S. 002727"W., 23.00 feet; Thence N. 8903233"W., parallel with said south line, 40.03 feet to the POINT OF BEGINNING. Said easement contains 0.021 more or less. L os L,h 1 '•`f �s 1 7 :} P:1202311 EMT1123048-WINDROW SUB-CONGER\Survey\Drawings\Legal Descriptions\City of Meridian Water Main Ease.docx 114 26 �25 PL.S 13934 i i NT5 S112 SW114,SECTION 25 T.3 N.,R.1 W.,B.M. MY OF KUNA ADA COUNTY,IDAHO w� I �V l rx,�o Q� [ M � �z W � A a 11574 A , ✓��()F � a BE � I l 40.00' b�S 89*3233"E co s m I3` POINT OF BEGINNING "N�� ^N I 0•©21ACRE5� fM�/U//�� N M 7- W N 8103233"W X °;:_ 40.03' W -•Io 0 0 LS 737 --- a.'^ W 1116 26,25 300.06' --- 2�`PLS 56I7 IQ25 49' A r. PLS 5617 --- --- --- --- --- 35 36 S 8903233"E 1325.55' PROJECT.' OWNERIDEVELOPER: DWG# FLO�YERS ESTATES 2030 S. WASHINGTON AVE 123048 EX SUBDIVISION CITY OF MERIDIAN WATER EMMETT,ID 83617 MAIN EASEMENT EXHIBIT CONGER GROUP P. (206)398-8104 PROJECT# F (208)398-810.5 123048 SHEET DATE: 1112024 Lo�zlSurvryirq LLG WWW SAWTOOTHLs.COM I 1 OF 1 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law for Baratza Subdivision (H-2024-0016) by Ella Passey, The Land Group, located at the southeast corner of N. Black Cat Rd. and W. McMillian Rd. CITY OF MERIDIAN FINDINGS OF FACT,CONCLUSIONS OF LAW C�f[EFI AND DECISION& ORDER In the Matter of the Request for annexation and preliminary plat,by Ella Passey,The Land Group. Case No(s). H-2024-0016 For the City Council Hearing Dates of. December 3,2024 and December 17,2024(Findings on January 7,2025) A. Findings of Fact 1. Hearing Facts(see attached Staff Report for the hearing dates of December 3,2024 and December 17,2024, incorporated by reference) 2. Process Facts(see attached Staff Report for the hearing dates of December 3, 2024 and December 17,2024,incorporated by reference) 3. Application and Property Facts(see attached Staff Report for the hearing dates of December 3, 2024 and December 17,2024, incorporated by reference) 4. Required Findings per the Unified Development Code(see attached Staff Report for the hearing dates of December 3, 2024 and December 17, 2024, incorporated by reference) B. Conclusions of Law 1. The City of Meridian shall exercise the powers conferred upon it by the"Local Land Use Planning Act of 1975,"codified at Chapter 65,Title 67,Idaho Code(I.C. §67-6503). 2. The Meridian City Council takes judicial notice of its Unified Development Code codified as Title I I Meridian City Code, and all current zoning maps thereof. The City of Meridian has,by ordinance, established the Impact Area and the Comprehensive Plan of the City of Meridian, which was adopted December 17,2019,Resolution No. 19-2179 and Maps. 3. The conditions shall be reviewable by the City Council pursuant to Meridian City Code § I I-5A. 4. Due consideration has been given to the comment(s)received from the governmental subdivisions providing services in the City of Meridian planning jurisdiction. 5. It is found public facilities and services required by the proposed development will not impose expense upon the public if the attached conditions of approval are imposed. 6. That the City has granted an order of approval in accordance with this Decision,which shall be signed by the Mayor and City Clerk and then a copy served by the Clerk upon the applicant,the Community Development Department,the Public Works Department and any affected party requesting notice. 7. That this approval is subject to the Conditions of Approval all in the attached Staff Report for the hearing dates of December 3,2024 and December 17,2024,incorporated by reference. The FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(BARATZA SUBDIVISION-H-2024-0016) - 1 - conditions are concluded to be reasonable and the applicant shall meet such requirements as a condition of approval of the application. C. Decision and Order Pursuant to the City Council's authority as provided in Meridian City Code § 11-5A and based upon the above and foregoing Findings of Fact which are herein adopted,it is hereby ordered that: 1. The applicant's request for annexation and preliminary plat is hereby approved per the conditions of approval in the Staff Report for the hearing dates of December 3,2024 and December 17, 2024, attached as Exhibit A. D. Notice of Applicable Time Limits Notice of Preliminary Plat Duration Please take notice that approval of a preliminary plat,combined preliminary and final plat,or short plat shall become null and void if the applicant fails to obtain the city engineer's signature on the final plat within two(2)years of the approval of the preliminary plat or the combined preliminary and final plat or short plat(UDC 11-613-7A). In the event that the development of the preliminary plat is made in successive phases in an orderly and reasonable manner, and conforms substantially to the approved preliminary plat, such segments,if submitted within successive intervals of two(2)years,may be considered for final approval without resubmission for preliminary plat approval(UDC 11-6B-7B). Upon written request and filed by the applicant prior to the termination of the period in accord with 11-6B-7.A,the Director may authorize a single extension of time to obtain the City Engineer's signature on the final plat not to exceed two(2)years. Additional time extensions up to two(2)years as determined and approved by the City Council may be granted. With all extensions,the Director or City Council may require the preliminary plat,combined preliminary and final plat or short plat to comply with the current provisions of Meridian City Code Title 11. If the above timetable is not met and the applicant does not receive a time extension,the property shall be required to go through the platting procedure again(UDC 1I- 6B-7C). Notice of Conditional Use Permit Duration Please take notice that the conditional use permit,when granted, shall be valid for a maximum period of two(2)years unless otherwise approved by the City. During this time,the applicant shall commence the use as permitted in accord with the conditions of approval, satisfy the requirements set forth in the conditions of approval, and acquire building permits and commence construction of permanent footings or structures on or in the ground. For conditional use permits that also require platting,the final plat must be signed by the City Engineer within this two(2)year period. Upon written request and filed by the applicant prior to the termination of the period in accord with 11-5B-6.G.1,the Director may authorize a single extension of the time to commence the use not to exceed one (1)two(2)year period.Additional time extensions up to two (2)years as determined and approved by the City Council may be granted.With all extensions,the Director or City Council may require the conditional use comply with the current provisions of Meridian FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(BARATZA SUBDIVISION-H-2024-0016) -2- City Code Title 11(UDC 11-5B-6F). Notice of Development Agreement Duration The city and/or an applicant may request a development agreement or a modification to a development agreement consistent with Idaho Code section 67-6511A. The development agreement may be initiated by the city or applicant as part of a request for annexation and/or rezone at any time prior to the adoption of findings for such request. A development agreement may be modified by the city or an affected party of the development agreement. Decision on the development agreement modification is made by the city council in accord with this chapter.When approved, said development agreement shall be signed by the property owner(s) and returned to the city within six(6)months of the city council granting the modification. A modification to the development agreement may be initiated prior to signature of the agreement by all parties and/or may be requested to extend the time allowed for the agreement to be signed and returned to the city if filed prior to the end of the six(6)month approval period. E. Judicial Review Pursuant to Idaho Code § 67-652 1(1)(d), if this final decision concerns a matter enumerated in Idaho Code § 67-6521(1)(a), an affected person aggrieved by this final decision may,within twenty-eight (28)days after all remedies have been exhausted, including requesting reconsideration of this final decision as provided by Meridian City Code § 1-7-10, seek judicial review of this final decision as provided by chapter 52,title 67,Idaho Code. This notice is provided as a courtesy; the City of Meridian does not admit by this notice that this decision is subject to judicial review under LLUPA. F. Notice of Right to Regulatory Takings Analysis Pursuant to Idaho Code §§ 67-6521(1)(d) and 67-8003, an owner of private property that is the subject of a final decision may submit a written request with the Meridian City Clerk for a regulatory takings analysis. G. Attached: Staff Report for the hearing dates of December 3,2024 and December 17,2024 FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(BARATZA SUBDIVISION-H-2024-0016) -3- By action of the City Council at its regular meeting held on the 7th day of January 2025. COUNCIL PRESIDENT LUKE CAVENER VOTED COUNCIL VICE PRESIDENT LIZ STRADER VOTED COUNCIL MEMBER DOUG TAYLOR VOTED COUNCIL MEMBER JOHN OVERTON VOTED COUNCIL MEMBER ANNE LITTLE ROBERTS VOTED COUNCIL MEMBER BRIAN WHITLOCK VOTED MAYOR ROBERT SIMISON VOTED (TIE BREAKER) Mayor Robert E. Simison 1-7-2025 Attest: Chris Johnson 1-7-2025 City Clerk Copy served upon Applicant, Community Development Department,Public Works Department and City Attorney. By: Dated: 1-7-2025 City Clerk's Office FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(BARATZA SUBDIVISION-H-2024-0016) -4- COMMUNITY DEVELOPMENT C��fEPIDIAN*,,--, DEPARTMENT REPORT HEARING December 17,2024 continued from Legend @ DATE: December 3,2024 Project Location �f � TO: Mayor&City Council Area of impact �= City Limits t FROM: Linda Ritter,Associate Planner O Analysis Y1�I 208-884-5533 fritter@meridiancity.org ' APPLICANT: Ella Passey, The Land Group - SUBJECT: H-2024-0016 ' Baratza Subdivision—AZ,PP V LOCATION: Located at the southeast corner ofN. r---" -f 7a� Black Cat Road and W. McMillian Road in the North�/2 of the NE 1/4 of Section 34,Township 4N.,Range 1W. Parcels: SO434212920, SO434212922, SO434212957, SO434212965, SO434212971, SO434212975, SO434212976, SO434223150, SO434212923 and SO434212917 I. PROJECT OVERVIEW A. Summary The applicant is proposing to annex, zone and preliminary plat 80.3 acres of land to R-8 and R-15 zoning districts with 377 lots (347 residential, 29 common and 1 right-of-way) on land that is currently zoned RUT. B. Issues/Waivers • Applicant is requesting a waiver for block length on six (6) street segments that exceed the maximum 750-foot block length requirement. • School District states the elementary and high school are over capacity. Pleasant View Elementary School has no room to put another portable or space to create another classroom within the existing building,the children in the area will need to be bused to another school that does not have the capacity. • Increase in traffic for this area with no immediate roadway improvements listed in ACHD's CIP or IFYWP until 2029 or later. C. Recommendation Staff.- Staff recommends approval of the requested annexation,zoning and preliminary plat with the conditions noted in Section IV. per the Findings in Section V. D. Decision Select: Pending. City of Meridian I Department Report 1. Project Overview IL COMMUNITY METRICS Table 1: Land Use Description Details Map Ref. Existing Land Use(s) Agriculture - Proposed Land Use(s) Single-Family Residential - Existing/Proposed Zoning RUT VILA.2 Future Land Use Designation Medium Density Residential VILA.3 Table 2: Process Facts Description Details Preapplication Meeting date Tuesday,March 26,2024 Neighborhood Meeting 4/30/2024 Site posting date 9/22/2024 Table 3: Community Metrics Agency/Element Description/Issue Reference Ada County Highway District • Comments Received Yes, Staff Report - • Commission Action Required No - • Access W.McMillan,N. Grand Lake Way,N.Black Cat Road and - W. Quintale Street • Traffic Level of Service Better than"E" - ITD Comments Received Yes/Letter IV.I Meridian Fire Distance to Station:1;Response Time: 5 minutes IV.0 Meridian Public Works Wastewater Distance to Mainline:Available at the site0;Impacts or IV.B Concerns: See Public Works Specific conditions Meridian Public Works Water Distance to Mainline:Available at the site;Impacts or Concerns: See Public Works specific conditions School District(s) West Ada School District IV.G • Capacity of Schools Pleasant View Elementary: 625 Star Middle School: 1,000 Owyhee High School: 1,800 • Number of Students Enrolled Pleasant View Elementary: 735 - Star Middle School: 996 Owyhee High School: 1,904 See City/Agency Comments and Conditions Section and public record for all department/agency comments received. City of Meridian I Department Report II. Community Metrics Figure l: One-Mile Radius Existing Condition Metrics Reference Parcel:SO434212917 Date Retrieved:2024/10/25 Parcel Count Parcel Acreage Infill Indicator: 2,2:),1,759 605 Surrounding Area 37% Not City ® City Limits ■ Not City 1351_ . . Chanee Household & Population Growth Al • % Households 02020 Population Chanqe: 28.5% Population ■Growth (Household and Population Change since 2010 Decennial) 5,000 10,000 15,000 20,000 Use Types Residential Addresses All Addresses Single-familv 3% ® Multi-family 3% ® Commercial Preliminary Plats(last 5-years) Conditional Use Permit(last 5-years) Proposed I Proposed Pending Pending Approved Approved r 500 1000 1500 0 200 400 600 Single-family ® Multi-familv City of Meridian I Department Report II. Community Metrics 2.00 2,500 Single-family ELM 2,000 A Residential L 1.50 r_ Parcel Diversity H 1.00 io 500 U 1,000 0 Parcel Count �, 0.50500 .2 0.18 0.10 a Average Acres 0.00 0 R-2 n-4 3 R-15 Average Single-family Density by Zoning Average 15.00 L Residential - Density 10.00 1 10.14 p 5.00 1�3.94 15.56 4.96 2.25 0.00 Dwelling Units I Acre R-2 R-4 R-8 R-15 Notes: See Additional Notes&Details for Staff Report Maps,Tables,and Charts Figure 2: ACHD Summary Metrics Blackcat Existing Lanes © Planned Lanes �1 VExisting Levelof Service F Notable ACHD Comments V/ (Primary roadway impact j Programmed IFYP © Programmed CIP a McMillan Existing Lanes © Planned LanesX Existing Levelof Service Notable �1 r Comments V/ Q (Primary roadway impact} Programmed I FYP © Programmed CIP Notes: See Additional Notes&Details for Staff Report Maps,Tables, and Charts 0. City of Meridian I Department Report II. Community Metrics Figure 3: Service Impact Summary ImpactService . . Ready Marginal Caution o\`°e �a�y ��y�� ° �� \Q`\Ae Notes: See Additional Notes&Details for Staff Report Maps,Tables,and Charts. City of Meridian I Department Report II. Community Metrics III. STAFF ANALYSIS Comprehensive Plan and Unified Development Code(UDC) A. General Overview This property is designated Medium Density Residential on the City's Future Land Use Map (FLUM)contained in the Comprehensive Plan. This designation allows for dwelling units at gross densities of three to eight dwelling units per acre. Density bonuses may be considered with the provision of additional public amenities such as a park, school, or land dedicated for public services. The proposed land use of single-family residential is consistent with the recommended uses in the FLUM designation. The proposed project has a gross density of 4.32 du/ac,meeting the required density range listed above. Therefore, Staff finds the proposed preliminary plat and requested R-8 and R-15 zoning district to be generally consistent with the Future Land Use Map designation of Medium Density Residential. The City may require a development agreement(DA) in conjunction with an annexation pursuant to Idaho Code section 67-6511A. In order to ensure the site develops as proposed with this application, staff recommends a DA as a provision of annexation with the provisions included in Section IV. The DA is required to be signed by the property owner(s)/developer and returned to the City within 6 months of the Council granting the annexation for approval by City Council and subsequent recordation. The R-15 zoning designation,which allows for reduced lot sizes down to 2,000 square feet, provides flexibility for developers to support a diversity and variety of housing types. This can create a dynamic,multi-generational community where residents can transition through different stages of life(known as aging in place)while remaining in the same neighborhood. This type of zoning in conjunction with other designations should be used to support a diverse housing mix that supports long-term residency and continuity within the community,promoting stability and a sense of place for residents throughout different stages of life. Staff recommends that the applicant provide a mix of dwelling type such as single family attached or townhomes within Block 5 (lots 2-15),Block 12 (lots 1-12), and Block 13 (lots 1-12) of the proposed development as allowed by the Comprehensive Plan within the R-15 zoning district. Table 4: Project Overview Description Details History AZ,PP(H-2021-0074) Phasing Plan Phases: 5 Residential Units 347 Open Space 19.3 acres of qualified Open Space(24%) Amenities Required: 16/Proposed: Physical Features Lemp and Creason Lateral run along the western property line,Lemp Lateral also runs along the northern property line. Acreage 80.3 Lots Building Lots: 347/Common Lots: 29 Density Gross:4.32/Net: 5.65 B. History and Process AZ,PP -H-2021-0074 Baratza, formerly known as Jamestown Ranch,requested to annex into the City and subdivide eighty (80)acres of land with R-8 zoning into 294 building lots and 25 common lots. The proposed City of Meridian I Department Report III. Staff Analysis development was denied by the City Council on April 19,2022. Council stated the reason for denial was that the proposed annexation is not in the best interest of the City and would be detrimental to the community for the following reasons: • The proposed development would generate additional traffic on W. McMillan Road and N. Black Cat Road. • W. McMillan Road, from N. Black Cat Road to N. Ten Mile,will not be widened to three(3) lanes until 2031 at the earliest. • N. Black Cat Road, from W. Ustick Road to W. McMillian Road,will not be widened to five (5) lanes until 2031 at the earliest. Comments submitted by Ada County Highway District(ACHD) in 2021 and 2024 showing the following: 3. Condition of Area Roadways Roadway Frontage Functional PM Peak Hour PM Peak Hour Existing Plus Classification Traffic Count Level of Service Project McMillan Road 2,628-feet Minor Arterial 335 Better than"D" "F" Black Cat Road 770-feet Minor Arterial 204 Better than"D" NA Traffic Count is based on Vehicles per hour(VPH) Acceptable level of service for a two-lane minor arterial is"E"(575 VPH). *Acceptable level of service for a three-lane minor arterial is"E"(720 VPH). Acceptable level of service for a five-lane minor arterial is"E"(1,540 VPH). 4. Average Daily Traffic Count(VDT) Average daily traffic counts are based on ACHD's most current traffic counts. • The average daily traffic count for McMillan Road west of Ten Mile Road was 4,905 on 01/31/18. • The average daily traffic count for Black Cat Road north of Ustick Road was 4,073 on 06117/21. Recent comments from ACHD staff show the following traffic counts: 1. Condition of Area Roadways Traffic Count is based on Vehicles per hour(VPH) Roadway Frontage Functional PM Peak Hour PM Peak Hour Classification Traffic Count Level of Service McMillan Road 2,654-feet Minor Arterial 371 Better than "E" Black Cat Road 1,315-feet Minor Arterial 471 Better than "E" • Acceptable level of service for a two-lane minor arterial is "E" (575 VPH). • Acceptable level of service for a three-lane minor arterial is "E" (720 VPH). 2. Average Daily Traffic Count (VDT) Average daily traffic counts are based on ACHD's most current traffic counts. • The average daily traffic count for McMillan Road west of Black Cat Road was 7,800 on October 18, 2023. • The average daily traffic count for Black Cat Road north of Ustick Road was 9,848 on April 12, 2023. City of Meridian I Department Report III. Staff Analysis Per the ACHD staff report,McMillan Road west of Ten Mile Road is anticipated to exceed ACHD's acceptable Level of Service Planning Thresholds in the PMpeak hour as a 3-lane roadway under 2025 total conditions but meets ACHD's acceptable Level of Service Planning Thresholds in the shoulder hour under 2025 total conditions. Shoulder hour is defined by ACHD as one hour before and one hour after the peak hours during which traffic is rising toward or decreasing from peak, and congested conditions are infrequently occurring. McMillan Road, west of Ten Mile is facing a significant challenge in handling the traffic demand. The Master Street Map limits the road to three lanes, but the projected level of service(LOS)for the area is expected to degrade to an "F"due to the proposed and entitled developments.A LOS of"F"indicates heavy congestion, with traffic moving very slowly or stopping frequently. While mitigation measures are in place, they may not be sufficient to significantly improve traffic flow, as the road cannot be widened to accommodate the additional volume. A traffic impact study(TIS) was prepared by CR Engineering, Inc. in 2021.A new TIS was not required as the increase in the number lots for Baratza Subdivision was considered minimal. Staff is requiring the plat be revised to ensure adequate right-of-way(100 feet in total)for the future expansion of W. McMillan Road is preserved per the direction of the City Council. C. Site Development and Use Analysis 1. Existing Structures/Site Improvements (UDC 11-1): The current use of the property is agricultural with two (2)residential properties existing adjacent to WMcMillan Rd. • The 4375 W McMillan Rd property consists of one home, three outbuildings, one silo, and two grain storage bins. • The 4023 W McMillan Rd property consists of one home and one outbuilding. All structures at both 4023 and 4375 will be removed and existing wells and septic systems will be abandoned as required. Based on the proposed development,ACHD is requiring the applicant to do the following improvements to N. Black Cat Road and W.McMillan Road: • Dedicate fifty(50)feet of right-of-way(ROW)from the centerline of N. Black Cat Road abutting the site • Improve McMillan Road with seventeen (17)feet of pavement and a three(3)foot gravel shoulder, a twelve(12)foot wide gravel irrigation access road, as proposed and a ten (10)foot wide multi-use pathway abutting the site and tie into the existing improvements east of the site. • Construct a dedicated westbound left-turn lane on McMillan Road when Grand Lake Way is constructed to intersect with McMillan Road. Dedicate ROW as necessary to accommodate the left turn lane. • Improve Black Cat Road with seventeen (17)feet ofpavement from centerline, a three(3) foot wide gravel shoulder and a five (5)foot wide concrete sideway, as proposed, located a minimum of forty-seven (47)feet from centerline abutting the site and tie into the existing improvements south of the site. • Other than specifically approved with this application, direct lot access is prohibited to McMillan Road, Black Cat Road and Grand Lake Way and should be noted on the final plat. The Master Street Map identified a new multi-lane roundabout at the intersection of N. Black Cat Road and W.McMillan Road that is offset to the north. The construction of this roundabout has been delayed until 2029. City of Meridian I Department Report III. Staff Analysis Therefore, there are no scheduled immediate improvements to the roadways in this area. 2. Proposed Use Analysis (UDC 11-2): The applicant is proposing single-family detached dwellings which are listed as a principal permitted use in the R-8 and R-15 zoning districts in UDC Table 11-2A-2. The future land use map identifies this area as medium density. This designation allows for dwelling units at gross densities of three (3) to eight(8) dwelling units per acre. Per UDC 11-2A-7, R-15 is considered Medium High Density. Per the Meridian Comprehensive Plan, this designation allows for a mix of dwelling types including townhouses, condominiums, and apartments. Residential gross densities should range from eight to twelve dwelling units per acre. These areas are relatively compact within the context of larger neighborhoods and are typically located around or near mixed use commercial or employment areas to provide convenient access to services and jobs for residents. Developments need to incorporate high-quality architectural design and materials and thoughtful site design to ensure quality ofplace and should also incorporate connectivity with adjacent uses and area pathways, attractive landscaping and a project identity. Staff recommends that the applicant provide a mix of dwelling type such as single family attached or townhomes within Block 5 (lots 2-15), Block 12 (lots 1-12), and Block 13 (lots I- 12) of the proposed development as allowed by the Comprehensive Plan within the R-15 zoning district. 3. Dimensional Standards (UDC 11-2): The preliminary plat and future development are required to comply with the dimensional standards listed in UDC Table 11-2A-6 for the R-8 and R-15 zoning districts. All proposed lots and public streets appear to meet UDC dimensional standards per the submitted preliminary plat. This includes minimum lot sizes of 2,000-4,000 sq. ft., and required street frontages of at least forty(40) feet. The subdivision is proposed to develop in five(5)phases as depicted in Exhibit VII D,Figure 3. The first phase will include all perimeter,arterial roadway frontages with multi-use pathways,the N Grand Lake Way collector, four(4)public street connections, and the primary common area amenity lot. Development of the subdivision is required to comply with the subdivision design and improvement standards listed in UDC 11-6C-3. Seven(7) common driveways are proposed with this subdivision. The applicant has provided common drive exhibits which demonstrate no more than three(3)units are served whereas a maximum of 4 units are allowed. The common driveway meets the minimum width of twenty (20)feet and does not exceed the maximum length of one hundred and fifty(150)feet. Solid fencing adjacent to common driveways is prohibited,unless separated by a minimum five (5) foot wide landscaped buffer. D. Design Standards Analysis The proposed plat and subsequent development are required to comply with the dimensional standards listed in UDC Table 11-2A-6 and 11-2A-7 for the R-8 and R-15 zoning districts. The proposed lots comply with the dimensional standards of the above-mentioned districts. 1. Existing structure: The current use of the property is agricultural with two (2)residential properties existing adjacent to W McMillan Road. The 4375 W. McMillan Road property consists of one home, three outbuildings, one silo, and two grain storage bins. The 4023 W. McMillan Rd property consists of one home and one outbuilding.All structures at both 4023 and 4375 will be removed and existing wells and septic systems will be abandoned as required. City of Meridian I Department Report 11I. Staff Analysis 2. Qualified Open Space &Amenities (Comp Plan 2.02.00, Comp Plan 2.02.0IB, UDC 11-3G): Based on the standards in UDC Table 11-3G-3, a minimum of 15% (or 12.05-acres) of qualified open space is required to be provided within the development. An open space exhibit was submitted as shown in Section VITF, that depicts 23.76% (or 19.08-acres) of open space that meets the required quality and qualified open space standards. Based on the standards in UDC 11-3G-4A, a minimum of sixteen (16) amenity points are required to be provided. The amenities proposed are a barn style, open air gathering space with restrooms; open grassy play areas; natural play areas;picnic areas; open space commons shelter; playground; sports field;pedestrian and bicycle circulation; large pond water feature; and meandering pathways are planned within the centralized amenity area. All common open space areas are required to be landscaped with one deciduous shade tree for every 5,000 square feet of area and include a variety of trees, shrubs, lawn or other vegetative groundcover per UDC 11-3G-5B.3. The applicant needs work with the irrigation district and enter into a license agreement to provide some type of landscaping other than gravel in the open space area on the southern part of the property. The applicant will need to revise the landscape plan accordingly with the understanding that trees will not be allowed in the area but grass and shrubs may be allowed to be negotiated within the agreement if maintained by the homeowner's association. 3. Landscaping (UDC 11-3B): i. Landscape buffers along streets UDC 11-2A-6 requires a twenty-five (25)foot wide buffer along arterial roads (N. Black Cat Road and W. McMillian Road) and twenty(20)foot wide buffers required along collector roads (N. Grand Lakes Way). The landscape plan reflects a buffer from N. Black Cat Road edge of pavement ranging in width from between seventy(70)feet from the south to ninety-seven (97)feet in width at the north. The Creason Lateral and the Lemp Lateral as well as a maintenance road are both located within this buffer.Along W. McMillian Road to the north, there is a buffer shown with a width of one hundred and one(101)feetfrom the edge ofpavement. The Creason Lateral is also located in this buffer; there are landscape strips of at least twenty-five(25)feet in width between this lateral and the exterior property fences. Both arterial buffers meet the minimum requirement for at least one tree per thirty-five (35)feet in width; the areas containing laterals are shown to be sod. Buffers of at least thirty(30)feet in width are provided along N. Grand Lakes Way(twenty(20)feet is required). Eight(8)foot wide landscaped parkways are provided along most of the internal local streets.All required buffers must comply with UDC 11-3B-7C. The applicant is proposing no mow grass within the landscape buffer along McMillan Road and Black Cat Road. Staff is requiring the applicant to change this to regular sod as from past experience, once the area has been transferred to the homeowner's association this area will be mowed as the perception will be it looks and feels unmaintained. ii. Parking lot landscaping Per UDC 11-313-8,the applicant shall provide perimeter and internal parking lot landscaping to soften and mitigate the visual and heat island effect of a large expanse of asphalt in parking lots, and to improve the safety and comfort of pedestrians. A five (5) foot wide minimum landscape buffer adjacent to parking, loading,or other paved vehicular use areas. The applicant is proposing parking lot landscaping for the parking lot adjacent to the club house. iii. Tree preservation City of Meridian I Department Report III. Staff Analysis Per UDC 11-3B-10,the applicant shall preserve existing trees four-inch caliper or greater from destruction during the development. The applicant is states there are four(4) trees for removal and will replaced with thirty- one(31) trees equaling the same caliper as those removed. iv. Storm integration An adequate storm drainage system is required in all developments in accord with the City's adopted standards, specifications and ordinances. Design and construction shall follow best management practice as adopted by the City as set forth in UDC 11-3A-18. v. Pathway landscaping Landscaping for pathways shall meet the requirements outlined in UDC 11-3B-12. Stafffinds the landscape plan shows the applicant meets the requirements of UDC 11-3B- 12 for pathway landscaping. 4. Parking (UDC 11-3C): Off-street parking is required to be provided for each home based on the total number of bedrooms per unit as set forth in UDC Table 11-3C-6. On-street parking is also available on the proposed streets. i. Residential parking analysis The proposal will be required to meet the standards for parking as set forth in UDC H- 3C-6. 5. Building Elevations (Comp Plan 2.01.01 C,Architectural Standards Manual): Five (5) conceptual building elevations were submitted for the proposed subdivision as shown in Section VII.J. The applicant states the housing products throughout the development are single-family detached units featuring a variety of regionally appropriate designs. Per the applicant, the project site's unique history of agriculture is captured within the site design and building design. The homes are planned as one-and two-story, single- family detached homes. The homes will be designed in a traditional modern farm and ranch theme and will be constructed using a variety of high-quality materials. Buildings shall be designed with elevations that create interest through the use of broken planes, windows, and fenestrations that produce a rhythm of materials and patterns. Design review is not required for single-family detached structures. However, because the rear and/or sides of homes facing N. Black Cat Road, W. McMillan Road, N. Grand Lake Way, W. Quintale Street, N. Bartok Avenue, and W. Viso Street will be highly visible, Staff recommends a DA provision requiring those elevations incorporate articulation through changes in two or more of the following: modulation (e.g.projections, recesses, step-backs, pop-outs), bays, banding,porches, balconies, material types, or other integrated architectural elements to break up monotonous wall planes and roof lines that are visible from adjacent public streets. Single-story homes are exempt from this requirement. Design review is required for single-family attached and townhomes. Design review will have to meet the requirements outlined in the City's Architectural Standards Manual. 6. Fencing (UDC 11-3A-6, 11-3A-7): All fencing is required to comply with the standards listed in UDC 11-3A-7. The fencing plan shows a six (6)foot tall open vision wrought iron fence along the common open space areas and six(6)foot tall solid vinyl privacy fencing along the northern and southern boundaries of the site. City of Meridian I Department Report III. Staff Analysis 7. Parkways (Comp Plan 3.07.01 C, UDC 11-3A-17): Per Comp Plan policy 3.07.01 C appropriate landscaping,buffers, and noise mitigation with new development along transportation corridors(setback,vegetation,low walls,berms, etc.) is required. Per the UDC the minimum width of parkways planted with Class II trees shall be eight(8) feet. The width can be measured from the back of curb where there is no likely expansion of the street section within the right-of-way;the parkway width shall exclude the width of the sidewalk. Class II trees are the preferred parkway trees. The applicant is proposing parkways along the internal roadways of the subdivision. E. Transportation Analysis 1. Access (Comp Plan 6.01.02B, UDC 11-3A-3, UDC 11-3H-4): W. McMillian Road along the property frontage is two (2) lanes with no curb, gutter or sidewalk. N. Black Cat Road is 2 lanes with a five(S)foot detached pathway on the western side(Oak Creek Subdivision). This development proposes five points of access. The primary access will be a collector street off W. McMillian Road(N. Grand Lakes Way) towards the northeast side of the property through the property and connecting into Quartet Northeast No. 2 at the southeast corner of the property. The other three accesses would be local streets-one is a western access to N. Black Cat Road which aligns to W. Quintale Street, an eastern access which connects to W. Viso Street from the Volterra Heights Subdivision, and an additional southern access which connects to N. Bartok Avenue, also in the Quartet Northeast No. 2. Per the ACHD staff report, due to high water table in this area,permeable pavers may be necessary internal to the site to accommodate high ground water. Permeable pavers are allowed,provided they are designed in accordance with ACHD policy and best management practices. 2. Multiuse Pathways (UDC I1-3A-5): Multiuse pathways shall be constructed in accord with the city's comprehensive plan, the Meridian Pathways Master Plan, the Ada County Highway District Master Street Map and Roadways to Bikeways Master Plan.A ten (10)foot wide detached pathway is reflected along W. McMillian Road which is consistent with the alignment shown on the Pathways Master Plan. There is a ten (10)foot wide detached sidewalk along both sides of N. Grand Lakes Way(the internal collector) which connects to the W.McMillian Road pathway. Several micro pathways are reflected providing connectivity to internal portions of the development. As mentioned in the Comprehensive Plan analysis above, to improve more direct pedestrian connectivity, staff is recommending additional micro pathway connections. 3. Pathways (Comp Plan 4.04.O1A, UDC 11-3A-8): A 10-foot wide detached pathway is reflected along W. McMillian Rd. which is consistent with the alignment shown on the Pathways Master Plan. There is also a 10-foot wide detached pathway along one side of N. Grand Lakes Way(the internal collector)which connects to the W. McMillian Road pathway. Several micro-pathways are reflected providing connectivity to internal portions of the development. 4. Sidewalks (UDC 11-3A-17): Five-foot detached sidewalks are proposed along internal streets in accord with the standards listed in UDC 11-3A-17(except for a ]Oft. wide pathway along one side of N. Grand Lakes Way). There is also a S ft. wide detached sidewalk provided along N. Black Cat Road This 5-foot width is consistent with the width of the sidewalk along N. Black Cat Road City of Meridian I Department Report III. Staff Analysis provided by Quartet Northeast No. 2 to the south as well as the Daphne Square Subdivision to the north. 5. Subdivision Regulations (UDC 11-6): i. Dead end streets No streets or series of streets that ends in a cul-de-sac or a dead end shall be longer than five hundred(500)feet except as allowed in subsection(b)of this section. The City Council may approve a dead-end street up to seven hundred fifty(750)feet in length where an emergency access is proposed; or where there is a physical barrier such as a steep slope,railroad tracks,an arterial roadway, or a large waterway that prevents or makes impractical extension; and where a pedestrian connection is provided from the street to an adjacent existing or planned pedestrian facility. Cul-de-sac streets may serve a maximum of thirty(30) dwelling units. The applicant is proposing two (2) dead-end streets that do not exceed the maximum five hundred(500)feet in length. ii. Common driveways Per UDC 11-6C-3D, common driveways shall serve a maximum of four(4) dwelling units. In no case shall more than three(3)dwelling units be located on one(1) side of the driveway. The applicant is proposing seven (7) common driveways that meet the dimensional requirements as outlined in the UDC. iii. Block face UDC 11-6C-3-regulates block lengths for residential subdivisions. Staff has reviewed the submitted plat for conformance with these regulations. The intent of this section of code is to ensure block lengths do not exceed 750 ft, although there is the allowance of an increase in block length to 1,000 feet if a pedestrian connection is provided. In no case shall a blockface exceed one thousand two hundred(1,200)feet, unless waived by the City Council. The applicant is requesting a waiver from Council for six(6)streets that exceed the 750 ft block length. The following streets exceed the maximum block length: • Street I, Block 3 (776): Added a mid-block pedestrian pathway with bulb out to the park area (Block 4), increasing the allowable block face to 1,000'. • Street I, Block 1 (776): Requesting a waiver of dimensional standards as we are 26'above the maximum block length. We have increased pedestrian connectivity and traffic calming along this segment by adding a mid-block bulb out and pedestrian crossing to connect with the pathway created for Street I, Block 3. • Street M, Block 14 (778): Requesting a waiver of dimensional standards as we are 28'above the maximum block length. We have four pedestrian crossings at intersections and two traffic calming elements along this segment to improve the flow ofpedestrian and car traffic. • Quintale St, Block 3 (776): Added a mid-block pedestrian pathway with bulb out to the park area, increasing the allowable block face to 1,000'. • Quintale St, Block 4 (776): Added a mid-block pedestrian pathway with bulb out to the park area, increasing the allowable block face to 1,000'. City of Meridian Department Report 11I. Staff Analysis • Street F, Block 4(776): Added two pedestrian pathway connections and four pedestrian crossings to this segment, increasing the allowable block face to 1,000'. F. Services Analysis 1. Waterways (Comp Plan 4.05.OID, UDC 11-3A-6): All irrigation ditches crossing this site shall be piped or otherwise covered as set forth in UDC 11-3A-6B.3. Per the applicant's narrative, the Lemp Canal adjacent to W.McMillan Road will be piped and an easement(what size easement)granted.All work on the Lemp Canal has been coordinated with the Settlers Irrigation District(how big is the easement). Required irrigation district easements will be granted within a common lot. Irrigation district easements exist for the Lemp Canal and the Creason Lateral adjacent to N. Black Cat Road. These easements exist within a common lot.Maintenance roads are indicated along both laterals. Coordination will be ongoing with the irrigation districts managing the waterways to meet their requirements. 2. Pressurized Irrigation(UDC 11-3A-15): Underground pressurized irrigation water is required to be provided to each lot within the subdivision as set forth in UDC 11-3A-15. The Applicant's narrative states the pressurized irrigation system for this development will be privately owned and operated by the HOA. The system will utilize a pond as a reservoir with surface water delivery from Settlers Irrigation District. The secondary source for landscape irrigation will be a potable connection with the City of Meridian municipal water system. 3. Storm Drainage (UDC 11-3A-18): An adequate storm drainage system is required in all developments in accord with the City's adopted standards, specifications and ordinances. Design and construction shall follow best management practice as adopted by the City as set forth in UDC 11- 3A-18. A Geotechnical Evaluation and geotechnical groundwater monitoring report was submitted with this application. 4. Utilities (Comp Plan 3.03.03G, UDC 11-3A-21): Connection to City water and sewer services is required in accord with UDC 11-3A- 21. Existing water services are directly adjacent to the project in W. McMillan Road to the north, N. Black Cat Road to the West, stub streets to the south and W. Viso Street to the east. Existing sewer services are directly adjacent to the project in N. Black Cat Road to the west and in W. Viso Street to the east. The utilities proposed for this project are consistent with the City of Meridian Water Master Plan, Wastewater Master Plan and Facilities Plan. City of Meridian I Department Report 11I. Staff Analysis IV. CITY/AGENCY COMMENTS & CONDITIONS A. Meridian Planning Division 1. A Development Agreement(DA)is required as a provision of annexation of this property. Prior to approval of the annexation ordinance.a DA shall be entered into between the City of Meridian,the property owner(s) at the time of annexation ordinance adoption, and the developer. A final plat will not be accented until the Annexation ordinance and development agreement are approved by City Council. Currently, a fee of$303.00 shall be paid by the Applicant to the Planning Division prior to commencement of the DA. The DA shall be signed by the property owner and returned to the Planning Division within six(6)months of the City Council ranting the annexation. The DA shall, at minimum,incorporate the following provisions. a. Future development of this site shall be generally consistent with the preliminary plat, landscape plan,phasing plan,and conceptual building elevations for the single-family dwellings included in Section IV and the provisions contained herein. b. The rear and/or sides of 2-story structures that face N. Black Cat Road. W. McMillian Road and N. Grand Lakes Way shall incornorate articulation through changes in two or more of the following: modulation(e.g.projections. recesses, step-backs,pop-outs),bays,banding,porches,balconies,material t es. or other integrated architectural elements to break up monotonous wall planes and roof lines. Single-story structures are exempt from this requirement. 2. Provide a mix of dwelling type such as single family attached or townhomes within Block 5 lots 2-15).Block 12 (lots 1-12). and Block 13 (lots 1-12) of the proposed development as allowed by the Comprehensive Plan within the R-15 zoning district. 3. The Preliminary Plat included in Section VII. dated 5/17/24,is approved with the following revisions: a. All utility easements reflected on the utility plan shall be included on the final plat. b. All pathways and micropathwav_ s shall be within a separate common lot or easement as required per UDC 11-3A-8. c. Direct lot access to N. Black Cat and McMillan Roads is prohibited. d. The plat shall be revised to ensure adequate right-of-way_ (100 feet in total) for the future expansion of W. McMillan Road be preserved. 4. The Landscape Plan included in Section VII. dated 8/22/24, shall be submitted for review and approval with the following revisions prior to final plat approval: a. Work with the Irrigation District to enter an agreement to provide some type of landscaping other than gravel in the common open space area on the southern part of the property. The applicant will need to revise the landscape plan accordingly with the understanding that trees will not be allowed in the area but grass and shrubs may be allowed to be add if negotiated within an agreement with the Irrigation District. b. Remove the no mow grass and add regular turf along Black Cat Road and McMillan Road. c. Add grass in the barrow ditch area along Black Cat Road. City of Meridian I Department Report IV. City/Agency Comments &Conditions 5. Prior to signature on the final plat by the City Engineer,the applicant shall submit a public access easement for the multi-use pathway along W.McMillian Road and N. Grand Lakes Way to the Planning Division for approval by City Council and subsequent recordation or unless required by ACHD. 6. The applicant shall construct all proposed fencing and/or any fencing required by the UDC. consistent with the standards as set forth in UDC 11-3A-7 and 11-3A-6B. as applicable. 7. The development shall comply with standards and installation for landscaping as set forth in UDC 11-3B-5 and maintenance thereof as set forth in UDC 11-313-13. 8. The ditches to the west, south and north shall comply with the provisions for irrigation ditches,laterals, canals and/or drainage courses, as set forth in UDC 11-3A-6. 9. Pathway and adjoiningfencings and landscaping shall be constructed consistent with the standards as set forth in UDC 11-3A-7A7. 11-3A-8 and 11-313-12C. 10. The development shall comply with all subdivision design and improvement standards as set forth in UDC 11-6C-3. including but not limited to driveways,easements,blocks. street buffers,and mailbox placement. 11. Off-street parkin is s required to be provided in accord with the standards listed in UDC Table 11-3C-6 for single-family detached dwellings based on the number of bedrooms per unit. 12. All common driveways shall meet the requirements of 11-6C-2-D including a perpetual ingress/egress easement being filed with the Ada County Recorder,which shall include a requirement for maintenance of a paved surface capable of supporting fire vehicles and equipment. 13. A Certificate of Zoning Compliance and Design Review application shall be submitted and approved for the proposed gathering barn and pool area prior to submittal of a building permit application. The design of the site and structures shall comply with the standards listed in UDC 11-3A-19;the design standards listed in the Architectural Standards Manual. 14. A Design Review application shall be submitted and approved for the single-family attached and townhomes. The design of the structures shall cowly with the standards listed in the Architectural Standards Manual. 15. The Applicant shall have a maximum of two(2)years to obtain City Engineer's signature on a final plat in accord with UDC 11-613-7. 16. The Applicant shall comply with all conditions of ACHD. 17. Staffs failure to cite all relevant UDC requirements does not relieve the applicant from compliance. B. Meridian Public Works See public record(copy the link into a separate browser) https:llweblink.meridiancioy.orb/WebLink/browse.aspx?id=362279&dbid=0&repo=MeridianCit X C. Meridian Fire Department See public record(copy the link into a separate browser) https://weblink.m eridia n c i ty.orb/WebLink/browse.aspx?id=362279&dbid=0&repo=MeridianCit X City of Meridian I Department Report IV. City/Agency Comments &Conditions D. Meridian Park's Department See public record(copy the link into a separate browser) https://weblink.meridiancity.orz/WebLink/browse.aspx?id=362279&dbid=0&repo=MeridianCit Y E. Irrigation Districts 1. Settler's Irrigation District See public record(copy the link into a separate browser) https://weblink.meridiancity.orzlWebLinklbrowse.aspx?id=362279&dbid=0&repo=Meridia nCi F. Idaho Department of Environmental Quality(DEQ) See public record(copy the link into a separate browser) hggs://weblink.meridianciV.org/WebLink/browse.aspx?id=362279&dbid=0&repo=Meridian Cit Y G. West Ada School District(WASD) or Other District/School See public record(copy the link into a separate browser) https://weblink.meridiancioy.org/WebLink/browse.aspx?id=362279&dbid=0&repo=MeridianCit Y H. Ada County Highway District(ACHD) See public record(copy the link into a separate browser) https://weblink.meridianciU.oLvlWebLinklbrowse.aspx?id=362279&dbid=0&repo=MeridianCit Y I. Idaho Transportation Department(ITD) See public record(copy the link into a separate browser) https://weblink.meridiancioy.org/WebLink/browse.aspx?id=362279&dbid=0&repo=MeridianCit Y V. FINDINGS A. Annexation and/or Rezone(UDC 11-5B-3E) Upon recommendation from the commission,the council shall make a full investigation and shall, at the public hearing,review the application. In order to grant an annexation and/or rezone,the council shall make the following findings: 1. The map amendment complies with the applicable provisions of the comprehensive plan; Commission finds annexation of the subject site with an R-8 and R-1 S zoning designation is generally consistent with the Comprehensive Plan MDR FLUM designation for this property, if the Applicant complies with the provisions in Section IV. 2. The map amendment complies with the regulations outlined for the proposed district, specifically the purpose statement; Commission finds the lot sizes and layout proposed are not consistent with the purpose statement of the residential districts in that housing opportunities will be provided consistent with the Comprehensive Plan. 3. The map amendment shall not be materially detrimental to the public health, safety, and welfare; N/A City of Meridian I Department Report V. Findings 4. The map amendment shall not result in an adverse impact upon the delivery of services by any political subdivision providing public services within the city including,but not limited to, school districts; and The school district states the proposed development would result in elementary students being bussed to Star or East Meridian area schools due to possible enrollment caps. Portable classrooms may be placed on the property at the Middle or High School. The option of adding a portable is not applicable at Pleasant View Elementary due to space constraints. 5. The annexation(as applicable)is in the best interest of city. Commission finds the proposed annexation is not in the best interest of the City if the property is developed in accord with the provisions in Section IV. B. Preliminary Plat(UDC-6B-6) In consideration of a preliminary plat,combined preliminary and final plat,or short plat,the decision-making body shall make the following findings: 1. The plat is in conformance with the comprehensive plan and is consistent with this unified development code; Commission finds the proposed plat is generally in conformance with the UDC if the Applicant complies with the conditions of approval in Section IV. 2. Public services are available or can be made available ad are adequate to accommodate the proposed development; Commission finds public services can be made available to the subject property and will be adequate to accommodate the proposed development. 3. The plat is in conformance with scheduled public improvements in accord with the city's capital improvement program; Commission finds the proposed plat is in substantial conformance with scheduled public improvements in accord with the City's Capital Improvement Program. 4. There is public financial capability of supporting services for the proposed development; Commission finds there is public financial capability of supporting services for the proposed development. 5. The development will not be detrimental to the public health, safety or general welfare; and Commission finds the proposed development will not be detrimental to the public health, safety or general welfare. 6. The development preserves significant natural, scenic or historic features. There are several laterals along the property that will be piped, but are not natural features. According to the landscape plan, there are five (5) trees that require mitigation. The applicant is proposing to provide a total of seventeen (17) trees to replace the trees removed. VI. ACTION A. Staff: Staff recommends approval of the requested annexation, zoning and preliminary plat with the conditions noted in Section IV.per the Findings in Section V. City of Meridian I Department Report VI. Action B. Commission: The Meridian Planning&Zoning Commission heard these items on October 3, 2024. At the public hearing,the Commission moved to recommend denial of the subject annexation, zoning and preliminary_plat requests. 1. Summary of Commission public hearing_ a. In favor: b. In opposition:None C. Commenting d. Written testimony: The City received 12 written comments from the following individuals: Katey Roundy,Lisa Brittain, Shawn Freeman, Carina Wallace, Carrie Hovey, Cherri Starr, Danelle and Eric Williams,Nolan Halterman,Ritchie and Meagan Abromeit, Stephanie Mathis,Brittany and Dave Williams,Matt Calvert,Patti Phipps, Craig Block. All opposing the proposed development for the following reasons: insufficient roads,over crowed schools,in conflict with the goals of the comprehensive plan,request for higher density zoning e. Staff presenting application: Linda Ritter f. Other Staff commenting on application: None 2. Key issue(s)of public testimony_ a. Roadway capacity,traffic, school capacity and density 3. Ke, ids)of discussion by Commission: a. Schools over capacity and busing is not in the best interest of the families,traffic cannot sustain the existing infrastructure,proposed density is too ,great for the space 4. Commission change(s)to Staff recommendation: a. Commission recommended denial of the applications 5. Outstandingissue(s)ssue(s) for City Council: a. None C. City Council: The Meridian City Council heard these items on December 17,2024. At the public hearing.the Council moved to approve the subject annexation and preliminary plat requests. 1. Summary of the City Council public hearing: a. In favor: Matthew Adams and Sonia Daleiden representing the applicant,Mack Myers Nampa/Meridian Irrigation District,Tony Tsang representing the property owner,Jeff Clemens representing Lennar Homes b. In opposition: John Caldwell, Steven Sawyer c. Commenting: John Caldwell, Steven Sawyer d. Written testimony: Jeff Petry requested the application be rejected because the intersection of Black Cat Road and McMillian Road needs to be widened before the proposed subdivision project is started. e. Staff presenting application: Linda Ritter f. Other Staff commenting on application: Bill Parsons 2. Key issue(s)of public testimony: a. Increased traffic on Visto Street and Grand Lake 3. Key issue(s)of discussion by City Council: a. Timing of roadway improvements,traffic flow along Black Cat Road and McMillian Road 4. City Council change(s)to Commission recommendation. a. Approved staff conditions and added additional conditions presented by the applicant. City of Meridian I Department Report VI. Action ' 1 1 a Imnn��ui1i nu an■ di Or - - _ 111lIIIII•■IliliNglli � IIN rn:III 's C:a 11111��.Iliiilflu *WNW-..ill W:■■�■ r �Ilri -•-N6'\��Ipll r1111 !: •. : • Irii a... llv'- Irrir�c pin,■ . ��Irll INNr■.� : Hnl: E►url ir11 nool■anm ■1■nn* �11 Illltu�` Hli## �:nnmll • . �.Inuln�nrllnq _ um IIIrrllirpf A •. ONlrlll • 1111 - IIIN.- uuuw ��'� /■-�s IIIIIf�I lln► ! 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Map Notes Nearby Recent Preliminary Plats(within last 5-years) H-2019-0146 H-2020-0004 H-2020-0125 H-2021-0018 H-2021-0080 H-2022-0047 H-2022-0068 CR-2022-0006 H-2022-0074 H-2022-0087 H-2023-0016 H-2023-0026 H-2023-0035 Nearby Recent Conditional Use Permits(within last 5-years) H-2018-0018 H-2019-0074 H-2020-0032 H-2020-0017 H-2020-0018 H-2020-0101 H-2021-0056 H-2021-0088 H-2018-0088 H-2018-0004 H-2022-0006 H-2022-0025 H-2020-0047 B. Subject Site Photos M. i +fir` 7 City of Meridian Department Report VII. Exhibits s s � C� •.fir _.- - _ - N t N R City of Meridian Department Report VII. Exhibits I - w u • f r — -�_ r- =� � ., tom— ..,, .'_.+�.--� r '- Oki _ I 1 �3 Black Cat Road I McMillan Road City of Meridian Department Report VII. Exhibits C. Service Accessibility Report PARCEL S0434212917 SERVICE ACCESSIBILITY Overall Score: 12 2nd Percentile Lccation Within 1/2 mile of City Limits YELLOW Extension Sewer Trunkshed mains < 500 ft. from parcel GREEN Floodplain Either not within the 100 yrfloodplain or > 2 acres GREEN Emergency Services Fire Response time > 9 min. RED Emergency Services Police Meets response time goals some of the time YELLOIV Pathways Within 1/4 mile of current pathways GREEN Transit Not within 114 of current or future transit route RED Ultimate configuration (#of lanes in master streets Arterial Road Buildout Status plan) > existing (# of lanes) & road IS NOT in 5 yr work IRED plan School Walking Proximity Within 1/2 mile walking GREEN Either a High School or College within 2 miles OR a School Drivability Middle or Elementary School within 1 mile driving GREEN (existing or future) Park Walkability No park within walking distance by park type RED City of Meridian I Department Report VII. Exhibits D. Preliminary Plat(date: 11/19/2024) o. Baratza Subdivision _� Preliminary Plai ..� ��!TTrrrr rrr f r= ---- « — — _ — L _ E_ 4116 AYf�iw7lbl-Cover •krM1aE ng.4 ti.c ny.a� �� I�ti�s DigeLine,Inc. — i ;i PP-a1 City of Meridian Department Report VII. Exhibits d Baratza Subdivision W=c2 Preliminary Plat 14 S C TPreliminary Plat-cower - 's Dip Lj.e,Inc. —�NA�—q � 3� �PIP-or PHASE 5 ...T - .. ----- I —. .. -... .,.. - ` Pr1AS[4 ' PHASE 1 PA I r _ __ _ _ j :},% PHASE G � I t { N4sl 2 FIGURE 3:Phasing Plan City of Meridian j Department Report VII. Exhibits E. Landscape Plan(date: 11/19/2024) EE j �-??-TTTTTI-TI 1 -------------- IT T _ T IT ljL- � I PP-24 City of Meridian Department Report VII. Exhibits _ -- _— =a C2 neWt�..4�.r 1.11Yet P—J co MEN j j1 rrrT rrrr ri J' :A ..dmml..�..61 - -- I . .�.� ,....3 5 4 •",.�,�$t` � ... —�—�— s—�Y m _ T _ -r. i m i Ai,�P�laduaye Plan-O.erriew � ��W lu I PP-24 F. Landscape Buffer Detail (date: 5/17/2024) VA�+....... _ r-- VIP 1-4 f,�aallwilaYvplNln festlx .� vea1�.1..w lel nnsa sers..r�wn.rs�. �.l ren�..e o..�rte�i.e.sear. \RM Y..I IVe VRIalaPl�lnfen�.�� City of Meridian I Department Report VII. Exhibits ■ ■ ', �l ii�siii - Open Space Calculations: DTAL REQUIRED OPEN SPACE 1204AG Open Space Legend: al"M OPEN SPACE QUAIJIFIEDOPENIVACE. cz �� ! E� ��i I■r�� ial� lxru � r� —11111 017MIRIPRI I+ r✓ pop lr � I lAmmo� : s UNIONSmom 1 i i1i 1 f®ilia l �-•�� I�.. : .�� H. Amenities Exhibit(date: 5/17/2024) a o� 1 WzO 6N u\ � U n r�n�-yasw.ia.vww.9.�.m rl.in.w.,-.yasm�s m,vw,..9�.m (1•.��.wv.-n�i..�,.a.An,s�m,vwwm�mxm ��wg aa-x�..neoiAm e��wawngu�m ,loom._ W ;' e w Il[THE 1[91 Iffy Rfllf6 OM U•^ v - a�i�womw�m>� �e� ..��..��em la�.9nw��..w��w.vw��M.�.,� Ure dr��.�wa.�.,�,�,em ��j�E!;1 PP-28 City of Meridian I Department Report VII. Exhibits I. Block Face Exhibit(date: 5/17/2024) i THE _ o t T _ mm .�, �' `iL=�m. & Kt BLO I 8L➢CK it _ LA-1 688s 91DCK2 BLfiCKB 16a9 i x` �I T 598019 4' � �i III MMB ZS el➢ 1 an 3t =y o BIDCK9 elDd(1O aACK 11 }$ ;;:LK 15 y �' --X — '129T �N aDCKa 26190 119.95` 249A' - .y- 91DCK 14 NLOCY.16 Larfxceouxexrs r 2ao;iLWexrs-n avea f� : Pre Plat ExhihB-Block Face B zoe 4av ab�F�L 2.nmN Ex-ozXwimiRalawle'. 1•.2OV Au I + i UO — —N1Y BLOCK 17 BLOCKI Bl➢LK1 1 111 6B5'e- � rifi• 200' _ J i P n BLCCNa ,�„ BLOCNr II BLOCKfi ,� BLOCKS `_'^-�- CX [7 e � E iii ( a{622' 47e ,]P -tiff C Lf Cc h 0 BiCCK9� m mm1O ��BLOCK 11 d K, b 7K,s Y N CC Y` B1AGK 12 a F r BLOCK9 mar nr.w' - q &ACN 19 vl _ � BLOCK I6 1,AG9IIXCEIMMEN1a- `- -- -_ - M222O24 1 g i 0 200 KO0 FIeW Feu FiMN ski Pre Plat Exhikit-Black Face � -� Hontemei seaie t-zoo• Ex-08 City of Meridian I Department Report VII. Exhibits J. Common Drive (date: 5/17/2024) I I I a�f I I ACHC ESMT. E d' B16 L14 1 �r i I 6.511SF 17 BEAR Y 1 1S E I SETBACK N m F UE E I in � L------ ------------ � E 4 ReY15i�fs Q Driveway A �, \\ E E 1. AGENCY COMMENTS- 131.22' E 08.22.2024 ♦ __ _ 2. P&2 COMMENTS- 'Illr 11.19.2024 Ir---- --------I r—— ---------� I ir--- -------� -- ---------- l i i 8 i I E . E co I I I I o a d I I I I I B16 L16 cm _ BI I 516 L12 B16 L11 i 1.saa-5F u yNr M g m I I S,9fi5-SF 1212SF I 1 W _ Common Drive Exhibit-Driveway A o 40' d m Horizontal Scale 20' rupdNa:1212al {► oBk M P l Ex-01 fttm �3a City of Meridian I Department Report VII. Exhibits y W w I I I I I d. 1 31L7 I Hi La I 61Ls G7a �w 4,207-5F 25-SF 3 a asF LU Z CD —j y W WyW I � I I 11,415 m I I s'sIHE I W ` " a w C� 1 SETBACK I I — W y 7 — -----1 r————————7 r------- I I I I L—_-------- y --J L--------- W y W v W y y y LL y � / i�y l Flenrrms 1. AGENCY COMMENTS- DrivewayA i� z' 112.n7, 131 LB 08.222O24 3,132-SF Ca y W O YB, y 1 I puE Cz B7 L5 1 ! 3,9735F f r 1r +�+•y G w y y } y W W 12'REAR 11 ACHO ESUTU 1 ado y I SETBACK TYP. y � O y y w w CCz L g3 - 9 20' 4DI rs c� 09 Common Drive Exhibit-Driveway A m aE Horizontal Scale:Custom Holeu Ho'o lza2m EA-01 3 \ / 9a1e o185lai[c 65.17.2024 =�v I 137 L25 B1 L26 I I 01 L27 I a. I 3,30 SF 3,025SIF I I 3625-SF I W C2 5'SICE q s 4 W y ' 1 — I I SETBACK IUL I ��J I 1 r---___— 7/1 �lT� a�as��as \� Driveway 6 1. AGENCYCDMMENTS- _ B1 L2a w W J Cz 131 L29 3,549SF y AGHfl I c•y G \ y W y w i ——————————— CZ +P4 e,1 O 20' 4!I 1a cz p� Via$ Common Drive Exhibit-Driveway B Q m—A E 5 e� �. Horizontal Scale:1'=20' Pr'ia`rj,. :" EAy—02 o5,i r,, City of Meridian I Department Report VII. Exhibits I I l W Z O y I 12'REAR B9 V $ETBACK 6,700-SF yy pCHD I 1 \ y I a I1 16 J � \ y BBLS \ \ w w 144.34'd,9e2-SF y 08.222024 \ � i IL— ——————— L——————————J p� By � ,0 I 5'sIDE I SETBACK E-0 o7 E B9 L9 B9 L10 B9 L11 N h_ a I 4,5E-SF I I 4,4165F I I 4,416-5F I (� I I I I I O+rO I ! I I I y _ = a� T Common Drive Exhibit-Driveway C o zo' 40' cc m ES $gyp Horizontal Scale:P=2C' Pf 1WW:I= EX-03 $ R Do of IsSuNa 05.172M �90 I I I I ! I I C w y w B1 L40 B1 L41 B1 L42 I w a,400-sF 346o-sF 34ao-sSF B7 L43 W Z O a,47z-sF y I Wd 1 I Wa I--- \ o -----I r—— ---71 y I I I I I L----_-- -----� L L _-----� —J�~ / REV s— w v, Driveway D // /� y 1 AGENCYCDMMENTS- '� Wf 111ni&TL39 / 08.222024 + r V Imo—— a------- —,7—— y w y 37 L28 fl ! I y •O O asa9-sF AC H m m 12,REAR NO jSMT ! 3 _ y=•? V7 SETBACK to yi E W v y L--------- y P.U.E. MME 7 y O W r—— ------ a^'+ to s y I I l y y C _ 0 20' 40' Cn 07 yy55,,a� Common Drive Exhibit-Driveway D Q m RED ` Horizontal Scale:1"=20' F.AdW.:lnm EX-04 '18 a Oat¢or 6swm 0517,20Pe ?fie City of Meridian I Department Report VII. Exhibits 31 L62 I 31 L63 I I B1 L64 I I 131 L65 I a 3,472-5F I I 3,400.5E I I 3,400 SF I I 3,400.5E I W W W v O= I I I I a I I gal WWW � WW 2Q� L------L -----L L \ J W W \\ y a W RCMI$e011$ \ \ Y V W \ \ \ B 1 L66 — W 111.fiT � + W 08.22.2024 1 W W + W W J Cu11 11 I � W c + B1 L67 cc W 1 l a 1 s.s4gsF � S 4I ACH9 ESMT 12'REAR I W W W �" W 'a O SETBACK W y WCu ------------ +L P.U.E.-� —J W W � ---- ------� W W W y +N+ Ccb I C gg Common Drive Exhibit-Driveway E ° 20 aJ Q Cc IT GG . ' Hodzontal Scale:1"=20' Pmiedfla.'1a210 Ex-0J egg Dale of Isslmre 05,17.2024 �113 CL W W I8' I W W Z O :I� 1 ACHD rs— f 014 L17 J W H CD 16 1 11 12'REAR S,w / ��F / SETBACK I W `,�+�■ Driveway IF W B14 L1fi J Renvons W � 3,121-SF 111.fi7' H W / W 1. AGENCY COMMENTS- i / i W i i Jr - ------------i I y y y W + W W J + W L------------J I d w l y y W L I I I I 5'SIDE z I W W W W O SETBACK � W � W WWW +�+•� I I I I � � I W � W W •� � m I I I I WW W o I I a � B14L14 I B14L15 � I s,aea-sF I I a,ssasF I W J � � v +• � a m Cqn cc _ Common Drive Exhibit- Driveway F o 20' 40 cc Co j {/ Horizontal Scale:1"=20' F.PUNAZ1210 Ex—as Da1eofaslBnee:05.1720P! Edo City of Meridian I Department Report VII. Exhibits ACHO ISMT. \\\\\ a 616L14 6sysF W Z 12'REAR ` 1 16 SETBACK BUE E m � F \ E \ E Driveway G \ \ E 131.22' \ \ E Revisims N 3,418-SF \ E E \ � 1, AGENCYCDMMENTS- 08.222024 F---- ———————- r-- ---------� —I --- --------I —W — --------I o U es cz'y� ;=Z O H J2 i � = o B16L10 l_ B16L12 B16L1t a6a-sE 4- cc Ct g 6.965-SF 7,212-5F NOR Common Drive Exhibit- Driveway G D 26 40 a m :9 Horizontal Scale:1'—20' Pmleak 123M EA�O7 a ate of hake 05.17 W LL�o City of Meridian I Department Report VII. Exhibits K. Building Elevations(date: 5/20/2024) Traditional Farmhouse �� 11 I 1 � 1 City of Meridian Department Report VII. Exhibits Farmhouse Farmhouse 7 i City of Meridian Department Report VII. Exhibits Next Generation Farmhouse 1 . 4441911 w 1� F THE LAUD 11 45-FT WI0E LM LISMP 1 �i j 51 ��Ill�i blip 1 pva r,� ,I y ✓ 2 A /0w-i Sa9Pr 3 � - .��wxnR5lre 5 ]711911024 z11Tf11��P -, . ,-� �T Houslog Type Exhibit 0 W H.—Sca@'. P-500' C7 J J lqe d: p ZI /bR WEE LaF8 t ■90-Fr WIOE LOTS C-a _ O_ ❑95�FT INOE LOTS {Q.y p S%'T 'a 69 ❑50-Fr WIOE L0T5 - - �= C 0 H H S 2025FA HW5F 1577 TRAR0KK 1510 CRAFTSMAN 2O25TRAOITF 4 1520 FARMHOUSE ca A`e STi =R C zv N r 3 H - e n.am ! u 25928R;lVSMPN 2801 TWITIOML x J2801 CRAFTSMAN 2542 FASMHWSE 1910FARMHWSE , Heualn0 T5ge FxMM Ex-06 City of Meridian Department Report VII. Exhibits L. Annexation Legal Description& Exhibit Map (date: 11/19/2024) LEGAL DESCRIPTION ' THE Page lafI LAND " GROUP November L4,2132A ProjEct No.,.L232M E)MBFf A BARATZA SUBDIMSION R15 REMNE DESCRIPTION A parcel of land located In the North Half of the Northwest Quarter of Section 34,Township4 North, Range 1 west Bake Meridian,Uty of Wrldkan,Ada county,Idaho,being more particularly described as follows: Commenting at the Northwest Camefof Section 34 Of said Township 4 North,Range L West,said point treir#gthe PERNT OF BEGINNING; Thence South 69'35'48'East,a distance of 2320.57 feet on the North Ilene of Bald Sectlon 34, Thence*South 00'24'L.2'west a dkuanoe of 1113.12 feet to a polnt of curve; Thence SLAG feet an the arc of a curve to the right,said curve having a rad his of 500AD feet,a central angle of o4`19'39",whose chard hears South o5' l71"west,a distance of RI-31 feet, Thence South R79'43'so'west,a distance of 53.55 feet; Thence North 69'35'48'wei,a dkstance of 221.57 feet; Thence Northoo"24'L2'East,a dkstanceof 63.5Ufeet; Thence North 69'35'48'Wes&a dkstance of 747.013 feet; Thence South 00'24'L2'west,a dkstance of 256.62 feet; Thence North 69'IV 4r VA-st a dkstance of MAU feet; Thence North Utz'24'it East,a dkstanoe of 256.62 feet; Thence North 99'35'48'west,a distance of 732.DD feet; Thence South 00'24'L2'west.a distance of 25fi.62 feet; Thence North 69'35'48'West,a dkstance of 242.14 feet to a point on the west Ilrre of said Section 34; TherlLe North 00'27'29'East,a dkstanoe of 470.12 feet an said west Section Une to the POINT OF BEGINNING. The above described parcelcontalnsm-0B acres mare or less. PREPARED BY: The Land Group,lac. L kAN i r C" �11� - A � •-. OF James R-wash burn * ' 462 EaFI 2 hNre 06w Z;Ao 1-04.Eagle.ldoho 05016 M.639.4041 41a�iprw p nc.sa+ti City of Meridian I Department Report VII. Exhibits LEGAL DESCRIPTION T H E Page 1 Gf 1 LAND G R 0 U P November 14,PDPA Prooct Nab Lt4lW EXHIBIT A BARATZA,SUBdIVSKIN RE REZONE DESCRIPTION Aparcel of land located In the North Half of the Northwest Quarter of Sectlan 34,Township 4 North, Rarer 1 West,93kse WrldYan,City of Meridian,Ada County,Idaho,being more particularly described as f-Dllows: Commencing at the NortW ea baraef of Sewn 34 of sakd Township A North,Ra W 1 West; Thence south D0'27'23'West,for a distance of U15.136 Feet on the West I Ine of said Section 34 to the North V16th Corner common to Sertlons 34 and 33 of sakd Township 4 North,Rang 1 West,said point being the PoinTof BEGINNINf3; Thence North Do'27'29'East,a distance of 945.74 feet on sale West Ilse of Secttan 34,, Thence South R9'35'4;r East,a distance of 242.14 feet; Thence North 00'2W L2*East,a distance of 256.62 feet; Thence South R9'35'4$'East,a distance of 73Z.130 feet; Thence south D0'34'L2'West,a distance of.L%.62 feet; Thence South 139'35'4$'East,a distance of.M.00 feet; Thence North 00'24'LV East,a dlstaince of 256.52 feet; TihenceSouth 09'35'4$'East,a distance cf 797.130 feet; Thence South 00'Pd'12'West.a distance ofA3.50feet. Thence South 69'35'4$'East*a distance of 221.57 feet* Thence North D9'43'S0*East,a distance of 53.55 feet to a polat of ourfature; Thence Sim feet an the arc of a curve to the left,a distance of having a fad His of 5130.01)feet,a distance of a central angle of D9'19'36",a distance of and Whosechord bears North D5'134'01" East,adistance of81-3Lfeet, Thence North 00'1W 12*East,a distance of 153.12 feet to a pal nt on the North line of said Section 34. Thence south 139'35'4$'East,a distance of 333.44 feet on the North Section Une to the North Une Quarter rorWf of said Section 34, Thence South 00'43'S9'West,a distance of L323.29 feet an the North-south mid-Section Une to the carver-North i/16th Comer of sakd Section 34; Thence North 139'26'1W Weft,a dkstanee of 2Ei47.62 feet on the East-West 1116th Line of the Northwest[YL arteref sakd SeCtlon34and 33tothe POINT OF BE-SINNIN-13. The-above descri bed parcel contains 6512 acres more or less. PREPARED BY' �+ The tend Cwomp,Irr- lames R-wash burn 96 788 l k 1-14-202 ik ff 492 Earl 8hhore Drive.36ine 10.E891e.hoeho;DU 16 2n.939.4441 rfleldr-dUi k:L Jj k:u:r. City of Meridian I Department Report VII. Exhibits i ----��.-------=---1Y1:::.�. ----=m-----------`-�------------�---moo.--- ttr5 zoxrxc 1 RI —j Rs ZONING a --- 1 46•2k A— F, z•AYsr.ora sc•rr. �`..i..l c� m C 1i 1 Y w r uu re1 1 1 t �sw.r awl — b` City of Meridian Department Report VII. Exhibits -'N� 04M, TH E 1 101 LAND . GROUP May 2,2024 Project No.123200 E70-1161T'A' BARATZA SUBDIVISION ANNE%ATION DESCRIPTION A parcel of land located in the No rth Ha If of the Northwest Qua rter of Section 34,Township 4 North, Range 1 West,Boise Meridian,City of Meridian,Ada County,Idaho,being more particularly described as fol lows- Commencing at the Northwest Corner of Section 34 of said Township 4 North,Range 1 West,said point being THE POINT OF BEGINNNING, Thence South 89'15'48'East,2654.01 feet{formerly described as 2653.9fl,on the north line of said Section 34 to the North One Quarter Corner of said Section 34, Thence South 00`43'59"West fora distance of 1323.29feet on the north-south mid section line of said Section 34,to the Center-North if 16th Section Comer of said Section 34, Thence North 89`26'10"West,for a distance of 2647.62 feet on the east-west 1J16th section line of the Northwest Quarter of said Section 34,to the North 1116th Section Corner common to Sections 33 and 34 of said Township 4 North,Range 1 West; Thence North 00'27'23"East,for a distance of 1315.86 feet,(formerly described as 1375.8W) on the West line of said Section 34 to the POINT OF BEGINNING. The above described parcel contains 80.30 acres more or less_ PREPARED BY_ Jy T 1} w 7880 : 4,5-2-2024 F�The Land Group,Inc. 17_W� Jam es R.washbuin,PLS 452 E8#t ShV4 Rriv&,SUIt•104.E2910,IUQMO SM15 24U.939.4441 V slarkagroupino.com City of Meridian I Department Report VII. Exhibits L TNE PIP BARATZASJBDIVISION n. 80 30 ACHS ViIti L 77'1 f--Fi�r:7�� ------- ------ T ANI.00 City of Meridian Department Report VII. Exhibits LEGAL DESCRIPTION THE ►':A;�f Page 1 of 2 LAND mM GROUP Date April 19,2024 Project No.:123200 EXHIBIT A BARATZA SUBDIVISION R15 REZONE DESCRIPTION A parcel of land located in the North Half of the Northwest Quarter of Section 34,Township 4 North, Range 1 West,Boise Meridian,City of Meridian,Ada County,Idaho,being more particularly described as follows: Commencing at the Northwest Comer of Section 34 of said Township 4 North,Range 1 West,said point being the POINT OF BEGINNING; Thence South AT 35'48"East,for a distance of 2654.01 feet on the North line of said Section 34 to the North Quarter Corner of said Section 34; Thence South 00°43'S9'west,for a distance of 598.21 feet on the North-South Mid-Section Line of said Section 34; Thence North ST 35'4a'West,for a distance of 5.07 feet to a point of curve; Thence 26.90 feet on the arc of a curve to the left,said curve havi rig a radius of 100.00 feet a central angle angle of 15'24'44',a chord bearing of-South 82'41'S0"west and a chord length Thence South 74'59'28"west,for a distance of 67.83 feet to a point of curve; Thence 161.40 on the are of a curve to the right,said curve having a radius of 600.00 feet,a central angle of 15'24'44',and a chord bearing of South 82'41'S0"West,and a chord length of 160.91 feet; Thence North 89'35'4a'west,for a distance of 101.65 feet; Thence South 00'24'12"west,for a distance of 166.40 feet to a point of curve; Thence 97.56 feet on the are of a curve to the right,said curve having a radius of 800.00 feet, a central angle of O6'59'14',and a chord bearing of-South 03'53'49"West,and a chard length of 97.50 feet; Thence South 07'23'26"West,for a distance of 109.06 feet to a paint of curve; Thence 97.56 feet on the arc of a curve to the left,said curve having a radius of 800.00 feet,a central angle of O6'S9'14',and a chord bearing of-South 03'S3'49"West and a chord length of 97.50 feet; Thence South 00"24'12"West,for a distance of 72.71 feet; Thence North AT 35'4a'west,for a distance of 617.59 feet; Thence North 00'24'12'East,for a distance of 311.28 feet; Thence North AT IS'4a'west,for a distance of 1164.50 feet to a point of curve; Thence 68.33 on the arc of a curve to the right,said curve having a radius of 43.50 feet,a central angle of 90'W 00",and a chord bearing of North 44'35'48'west and a rhord length of 61.52 feet; Thence North 00'24'12'East,for a dista nee of 359.5O feet; 462 East Sho-re drive.Suite 100.Eagle.Idaho 93616 208.939.4041 Ihelandgroupina.com City of Meridian I Department Report VII. Exhibits Page 2 of 2 Thence North 8T 35'48"West,for a dlstanee of 242.14 feet to a point on the west IIne of said Seetlon 34; Thence North W 27'21"East,a dlstanee of 474.12 feet on the west IIne of said Seetlon 34 to the POINT OF BEGINNING. The above described pa rcA conta Ins 53.32 acres more or less. PREPARED BY- LAArD Thar Land Group,Inc. 0. 7880 2 5-2.2024 AL lames R.Washburn THE LAND 452 EW Shore Drive,Se Ile 166. Eagle,Idaho 83615 2413.10313.4641 melendgroupine.eom MW City of Meridian I Department Report VII. Exhibits LEGAL DESCRIPnON i i THE Page 1of2 eegf 9 LAND GROUP Date May 2,2024 Project No.:123200 EXHIBITA BARATZA SUBDIVISION R8 REZONE DESCRIPTION A parcel of land located In the North hlalf of the Northwest Quarter of Section 34,Township 4 North, Range 1 west,Boise Merldlan,[Ity of Merldlan,Ada County,Idaho,being mare particularly descrl bed as follows: Commencing at the Northwest Corner of Section 34 of said Township 4 North,Range 1 west; Thence South 29'35'48"East,for a dlsta nee of 2654.01 feet on the North llne of sa Id Section 34 to the North Quarter Corner of Bald Seetlon 34; Thence South OT 43'S9"west,for a d Isla nee of 598.21 feet on the North-South Mid-Seetlon Llne of sa Id Section 34 to the POINT OF BEGINNING; Thence continuing South 00°43'59"West,for a distance of 72S_O8 feet on the Bald North-South Mld-Section Line to the Center.North iJibth Corner of said Seetlon 34; Thence North 8T 26'iQ"West,for a distance of 2647.62 feet on the East-West 1/16th Llne of and 34 of said Township 4 North,Range 1 West; Thence North W 27'23'East,for a distance of 945.74 feet on the west line of said Seetlon 34, Thence South 8T 15'48'East,for a dl stance of 242.14 feet; Thence South W 24'12'West,for a dlstanee of 35 .50 feet to a paint of curve; Thence 6833 feet on the are of a curve to the left,said curve havl ng a radl us of 43.50 feet,a central a ngl a of W 00'OCrr a chord bearl ng of South 4-C 35'48'East for a distance of 61.52 feet; Thence South 8T 35'48'East,for a dl stance of 13€450 feet; Thence South W 24'12'West,for a dlstanee of 311.28 feet; Thence South 8T 35'48'East,for a dl stance of 61759 feet; Thence North W 24'12'East,for a distance of 72.71 feet to a pol nt of curve; Thence on the are of a curve to the right,said curve havl ng a radius of 800.00 feet,a central angle of Ofi'59'14'r a chord bea rl ng of north 03'53'49"east for a dlstanee of 97.50 feet, Thence North 07'23'26'East,for a distance of 109.O6 feet to a point of curve; Thence on the are of a curve to the left,said curve having a radl us of 804.00 feet,a central a ngl e of 06'59'14",a chord bearing of North 03°S3'49"East for a distance of 97.50 feet; Thence North W 24'12'East,for a distance of 166_40 feet; Thence South 8T 35'48'East,for a dlstanee of 101_65 feet to a point of curve; Thence 161.40 feet on the a re of a curve to the left,said curve havl ng a radl us of 6W-M feetr a central a ngl a of 15'24'44"r a chord bearl ng of North 82'41'S0'East for a distance of 160.91 feet; Thence North 74'59'28"East,for a distance of 67.83 feet to a point of curve; 452 Eaat Shore Oriwe,SeIte IDD.Eagle,Idaho U615 2413.10313.4641 Melentlgroupine.eoro City of Meridian I Department Report VII. Exhibits Page 2 of 2 Thence 26.90 feet on the art of a curve to the right,sa Id curve having a rad lus of 100A0 feet,a central angle of 15'24'44",a chard hearing of North 82'41'SO'East for a distance of 26.82 feet; Thence South 99'3S'48'East,fnr a dl stance of 5.05 feet to the POI NT OF 9EGI NNI NG. The above described pa rtel conta Ins 26.99 acres more or less. PREPARED BY: The Land Group. Inc. LA4VD ry T a 680 S•2-2024 +JS�, lames R.Washburn THE LINll 452 Ent Shore Drive,Suite 166_Eagle,Itleho 83615 246.10313.4641 th eland grouprne.eorn GROUP City of Meridian I Department Report VII. Exhibits ---- - ----------- Ifs Il I I � R15 ZONING I i7 M=M! yE - J BAPATL1511BDIVISION ¢ 4-7 p I Y y R8 ZONING I .. 7 7 7__—__7\ 9 r uw.ns Su -?nnin IN1.00 City of Meridian Department Report VII. Exhibits VIII. ADDITIONAL NOTES & DETAILS FOR STAFF REPORT MAPS,TABLES,AND CHARTS (link to Community Metrics) A. One-Mile Radius Existing Condition Notes This data is automatically derived from enterprise application and GIS databases, and exported dynamically. Date retrieved notes generally reflect data acquired or processed within the last 30- days.Analysis is based on a one-mile radius from the centroid of the identified parcel. Parcel based data excludes certain properties and represents land as it exists now. Properties considered are only those with a total assessed value greater than 0(i.e. excludes most HOA area,transitional development, government, and quasi government facilities). The following values also constrain included property acreage to reduce outliers and non-conforming instances from distorting averages: R-2<5.0; R-4<2.0; R-8< 1.0; R-15 <0.5; R-40<0.25. Conditional Use Permits and Preliminary plat data likely include duplicate project submittals as they may be for the same project, approved at different times through multiple application types. Consider each independently or review prior application approvals. Some approved entitlements, and particularly older ones,may be constructed. Decennial population counts and household counts are based on the most recent Decennial Census. Current population and current household values are COMPASS estimates,usually for the year previous, and are based on traffic analysis zone boundaries(TAZ's). B. Service Assessment Notes This data is derived from enterprise application and GIS database, and exported in dynamic reporting. The system references the most recent available from a variety of sources including sewer main lines, sewer trunksheds, floodplain, fire service areas and response times,police crime reporting,pathway information, existing and planned transit, existing and planned roadway improvements, school proximity,park proximity, and other resources. The overall score represents the total points scored using weighted criteria(it is not a ranked order), and the percentile score is relative comparison value of the parcel being considered versus every other parcel in the City(the higher the better). This tool was developed as a City Council prioritized outcome of the 2019 Comprehensive Plan. C. ACHD Roadway Infographic Notes The Ada County Highway District utilizes a number of planning and analysis tools to understand existing and future roadway conditions. • Existing Level of service(LOS).LOS indicator is a common metric to consider a driver's experience with a letter ranking from A to F.Letter A represents free flow conditions, and on the other end Level F represents forced flow with stop and go conditions. These conditions usually represent peak hour driver experience. ACHD considers Level D, stable flow,to be acceptable. The LOS does not represent conditions for bikes or pedestrians,nor indicate whether improvements: are possible; if there are acceptable tradeoffs; or if there is a reasonable cost-benefit. • Integrated Five Year Work Plan (IFYWP).The IFYWP marker(yes/no) indicates whether the specified roadway is listed in the next 5-years. This work may vary, from concept design to construction. • Capital Improvement Plan(CIP).The CIP marker(yes/no)indicates whether the specified roadway is programmed for improvement in the next 20-years. City of Meridian I Department Report VIII. Additional Notes&Details for Staff Report Maps, Tables, and Charts E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law for Skyranch (H-2024-0022) by Laren Bailey, Conger Group, located near the NE Corner of S. Meridian Rd. and E. Lake Hazel Rd. CITY OF MERIDIAN FINDINGS OF FACT,CONCLUSIONS OF LAW C�f[EFI AND DECISION& ORDER In the Matter of the Request for annexation of 20.039-acres of land with R-15 zoning; rezoning of 24.53 acres of land from R-4 to R-15; modification of the existing development agreement to create a new one to develop the proposed single-family residential development and Preliminary Plat consisting of 285 building lots(284 new and 1 existing),28 common lots and 8 common drives on 43.82 acres of land zoned R-15 by Laren Bailey,Conger Group. Case No(s).H-2024-0022 For the City Council Hearing Date of. November 19,2024(Findings on January 7,2024) A. Findings of Fact 1. Hearing Facts(see attached Staff Report for the hearing date of November 19, 2024, incorporated by reference) 2. Process Facts(see attached Staff Report for the hearing date of November 19,2024, incorporated by reference) 3. Application and Property Facts(see attached Staff Report for the hearing date of November 19, 2024, incorporated by reference) 4. Required Findings per the Unified Development Code(see attached Staff Report for the hearing date of November 19,2024, incorporated by reference) B. Conclusions of Law 1. The City of Meridian shall exercise the powers conferred upon it by the"Local Land Use Planning Act of 1975,"codified at Chapter 65, Title 67, Idaho Code(I.C. §67-6503). 2. The Meridian City Council takes judicial notice of its Unified Development Code codified as Title 11 Meridian City Code, and all current zoning maps thereof. The City of Meridian has,by ordinance, established the Impact Area and the Comprehensive Plan of the City of Meridian, which was adopted December 17,2019,Resolution No. 19-2179 and Maps. 3. The conditions shall be reviewable by the City Council pursuant to Meridian City Code § 11-5A. 4. Due consideration has been given to the comment(s)received from the governmental subdivisions providing services in the City of Meridian planning jurisdiction. 5. It is found public facilities and services required by the proposed development will not impose expense upon the public if the attached conditions of approval are imposed. 6. That the City has granted an order of approval in accordance with this Decision,which shall be signed by the Mayor and City Clerk and then a copy served by the Clerk upon the applicant,the Community Development Department,the Public Works Department and any affected party requesting notice. FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(SKYRANCH SUBDIVISION,AZ,MDA,PP,RZ-H-2024-0022) - 1 - 7. That this approval is subject to the Conditions of Approval all in the attached Staff Report for the hearing date of November 19,2024, incorporated by reference. The conditions are concluded to be reasonable and the applicant shall meet such requirements as a condition of approval of the application. C. Decision and Order Pursuant to the City Council's authority as provided in Meridian City Code § 11-5A and based upon the above and foregoing Findings of Fact which are herein adopted,it is hereby ordered that: 1. The applicant's request for Comprehensive Plan Map Amendment and Rezone is hereby approved per the conditions of approval in the Staff Report for the hearing date of November 19, 2024, attached as Exhibit A. D. Notice of Applicable Time Limits Notice of Preliminary Plat Duration Please take notice that approval of a preliminary plat,combined preliminary and final plat, or short plat shall become null and void if the applicant fails to obtain the city engineer's signature on the final plat within two(2)years of the approval of the preliminary plat or the combined preliminary and final plat or short plat(UDC 11-613-7A). In the event that the development of the preliminary plat is made in successive phases in an orderly and reasonable manner, and conforms substantially to the approved preliminary plat, such segments,if submitted within successive intervals of two(2)years,may be considered for final approval without resubmission for preliminary plat approval(UDC 11-613-713). Upon written request and filed by the applicant prior to the termination of the period in accord with 11-6B-7.A,the Director may authorize a single extension of time to obtain the City Engineer's signature on the final plat not to exceed two(2)years. Additional time extensions up to two(2)years as determined and approved by the City Council may be granted. With all extensions,the Director or City Council may require the preliminary plat,combined preliminary and final plat or short plat to comply with the current provisions of Meridian City Code Title 11. If the above timetable is not met and the applicant does not receive a time extension,the property shall be required to go through the platting procedure again(UDC 1I- 6B-7C). Notice of Conditional Use Permit Duration Please take notice that the conditional use permit,when granted, shall be valid for a maximum period of two(2)years unless otherwise approved by the City. During this time,the applicant shall commence the use as permitted in accord with the conditions of approval, satisfy the requirements set forth in the conditions of approval, and acquire building permits and commence construction of permanent footings or structures on or in the ground. For conditional use permits that also require platting,the final plat must be signed by the City Engineer within this two(2)year period. Upon written request and filed by the applicant prior to the termination of the period in accord with 11-5B-6.G.1,the Director may authorize a single extension of the time to commence the FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(SKYRANCH SUBDIVISION,AZ,MDA,PP,RZ-H-2024-0022) -2- use not to exceed one (1)two(2)year period.Additional time extensions up to two (2)years as determined and approved by the City Council may be granted.With all extensions,the Director or City Council may require the conditional use comply with the current provisions of Meridian City Code Title I I(UDC 11-5B-6F). Notice of Development Agreement Duration The city and/or an applicant may request a development agreement or a modification to a development agreement consistent with Idaho Code section 67-6511A. The development agreement may be initiated by the city or applicant as part of a request for annexation and/or rezone at any time prior to the adoption of findings for such request. A development agreement may be modified by the city or an affected party of the development agreement. Decision on the development agreement modification is made by the city council in accord with this chapter.When approved, said development agreement shall be signed by the property owner(s) and returned to the city within six(6)months of the city council granting the modification. A modification to the development agreement may be initiated prior to signature of the agreement by all parties and/or may be requested to extend the time allowed for the agreement to be signed and returned to the city if filed prior to the end of the six(6)month approval period. E. Judicial Review Pursuant to Idaho Code § 67-652 1(1)(d), if this final decision concerns a matter enumerated in Idaho Code § 67-6521(1)(a), an affected person aggrieved by this final decision may,within twenty-eight (28)days after all remedies have been exhausted, including requesting reconsideration of this final decision as provided by Meridian City Code § 1-7-10, seek judicial review of this final decision as provided by chapter 52,title 67,Idaho Code. This notice is provided as a courtesy; the City of Meridian does not admit by this notice that this decision is subject to judicial review under LLUPA. F. Notice of Right to Regulatory Takings Analysis Pursuant to Idaho Code §§ 67-652 1(1)(d) and 67-8003, an owner of private property that is the subject of a final decision may submit a written request with the Meridian City Clerk for a regulatory takings analysis. G. Attached: Staff Report for the hearing date of November 19,2024. FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(SKYRANCH SUBDIVISION,AZ,MDA,PP,RZ-H-2024-0022) -3- By action of the City Council at its regular meeting held on the January day of 2025 COUNCIL PRESIDENT LUKE CAVENER VOTED COUNCIL VICE PRESIDENT LIZ STRADER VOTED COUNCIL MEMBER DOUG TAYLOR VOTED COUNCIL MEMBER JOHN OVERTON VOTED COUNCIL MEMBER ANNE LITTLE ROBERTS VOTED COUNCIL MEMBER BRIAN WHITLOCK VOTED MAYOR ROBERT SIMISON VOTED (TIE BREAKER) Mayor Robert E. Simison 1-7-2025 Attest: Chris Johnson 1-7-2025 City Clerk Copy served upon Applicant, Community Development Department,Public Works Department and City Attorney. 1-7-2025 By: Dated: City Clerk's Office FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(SKYRANCH SUBDIVISION,AZ,MDA,PP,RZ-H-2024-0022) -4- EXHIBIT A COMMUNITY DEVELOPMENT C��fEPIDIAN*,, DEPARTMENT REPORT HEARING 11/19/2024 Legend DATE: I-L ® Project Location RUT TO: Mayor& City Council Area of Impact O Analysis R1 FROM: Linda Ritter,Associate Planner 208-884-5533 R R 2 -8 lritter@meridiancity.org " 7 APPLICANT: Laren Baily,Conger Group C-G R-15 C-C SUBJECT: H-2024-0022 FR Skyranch AZ,RZ,PP and MDA R-4 LOCATION: Located in the S%2 of the SW 1/4 of Section 31,Township 3N,Range 1E, RUT parcels: S1131336050, S1131336031, C-2"`A - S1131346925, S1131346935, S1131346941, S1131347001, S1131347101 I. PROJECT OVERVIEW A. Summary Annexation of 20.039-acres of land with R-15 zoning;rezoning of 24.53 acres of land from R-4 to R-15;modification of the existing development agreement to create a new one to develop the proposed single-family residential development and Preliminary Plat consisting of 285 building lots(284 new and 1 existing),28 common lots and 8 common drives on 43.82 acres of land zoned R-15. B. Issues/Waivers Applicant is proposing a single use development which is not consistent with the Mixed-Use Regional FLUM designation. The proposed development lacks key design elements required by the Comprehensive Plan such as: • Function integration • Outward-facing design • Physical integration and shared features Support for local services • Design integration,purposeful open space • Pedestrian connectivity and • Limited reliance on arterial roads The applicant is suggesting they utilize the property to the south as the commercial component of the mixed-use development,while their own proposed development would provide some of the residential units. However,the issue is that there are currently no conceptual plans illustrating City of Meridian I Department Report 1. Project Overview how these two properties would be integrated to create a cohesive mixed-use development. This lack of detailed planning makes it unclear how the two sites would work together to meet the requirements and function as a single,unified project. The applicant has the option of applying for a Comprehensive Plan Map amendment in order to develop the property as proposed. C. Recommendation Staff. Denial Planning Commission: Denial D. Decision Approved by City Council City of Meridian I Department Report I. Project Overview I1. COMMUNITY METRICS Table 1: Land Use Description Details Map Ref. Existing Land Use(s) Vacant/Residential - Proposed Land Use(s) Residential - Existing Zoning R-4,RUT VII.A.2 Proposed Zoning R-15 Adopted FLUM Designation MU-RG,Med-High Density Residential VII.A.3 Table 2: Process Facts Description Details Preapplication Meeting date 5/28/2024 Neighborhood Meeting 5/28/2024 Site posting date 10/4/2024 Table 3: Community Metrics Agency/Element Description/Issue Reference Ada County Highway District IV.G • Comments Received Comments were not received prior to issuance of this staff - report • Commission Action Required No - • Access E. Lake Hazel Road - • Traffic Level of Service Better than"E" - ITD Comments Received Yes,Letter IV.I Meridian Public Works Wastewater 1 • Distance to Mainline Sewer available from the east along the future collector street • Impacts or Concerns No- Must provide stub to S 1131346650 Meridian Public Works Water • Distance to Mainline Water available at the site • Impacts or Concerns Yes o Only the first phase of the development can be constructed with a single connection to east.Before any additional phase are developed a second water connection is required. o Ensure no permanent structures(trees,bushes, buildings,carports,trash receptacle walls,fences, infiltration trenches,light poles,etc.)are built within the utility easement. o Engineer to verify if there is a well onsite.If a well is located on the site it must be abandoned per regulatory requirements and proof of abandonment must be provided to the City. o Each phase of the development will need to be modeled to verify minimum fire flow pressure is maintained -Locate meters and fire hydrants so they are at least 5' from trees or other permanent structure. School District(s) West Ada School District IVY • Capacity of Schools Mary McPherson Elementary—550 - Victory Middle School— 1,000 Mountain View High School—2,175 • Number of Students Enrolled Mary McPherson Elementary—494 Victory Middle School— 1,079 City of Meridian I Department Report II. Community Metrics Mountain View High School—2,512 Note: See City/Agency Comments and Conditions Section and public record for all department/agency comments received. Skyranch AZ,MDA,RZ,PP H-2024-0022 (copy this link into a separate browser). Figure 1: One-Mile Radius Existing Condition Metrics Reference Parcel:S1131336031 Date Retrieved:2024/10/17 Parcel Count Parcel Acreage Infill Indicator: 246 1,007 Surrounding Area 47% vot city 3fi8IRW ® City Limits ■ Not City Household Household& Population Growth Households 02020 Population Change:84.1°I° Population ■Growth (Household and Population Change since 2010 Decennial) 500 1,000 1,500 2,000 Use Types Residential Addresses All Addresses a% ■ Single-family 25% Multi-family ISO% 75% ® Commercial Preliminary Plats (last 5-years) Conditional Use Permit(last 5-years) Proposed Proposed Pending Pending Approved Approved 1000 2006 3000 0 0.5 1 1.5 ■ Single-family Multi-family City of Meridian I Department Report II. Community Metrics 2.00 500 Single-family y 01 1.50 (AResidential Parcel Diversity H 1.00 U 0 Parcel Count 0.50 L m Q.09 a Average Acres 0.00 0.00 16 0 R-2 R-4 8 R-15 Average Single-family Density by Zoning Average 15.00 Residential Net Density 111.49 10.00 5.00 06.18 6.93 0 2.6Q 0.00Q.aQ Dwelling Units I Acre R-2 R-4 R-8 R-15 Figure 3:ACHD Summary Metrics 0 S. Meridian Rd Existing Lanes © Planned Lanes m Existing Level of Service Notable r Comments Q (Primary roadway impact} Programmed IFYP Programmed CIP *Traffic counts are from October 2023. a E. Lake Hazel Rd Existing Lanes © Planned Lanes Existing Level of Service INV Notable r Comments Q (Primary roadway impact) Programmed IFYP im Programmed CIP *E.Lake Hazel Road is currently under construction and is being widen to S lanes from S.Meridian Road to S.Apex Avenue. The level of service listed above is for the existing 2-1ane road. Traffic counts are from June 2018. Figure 4: Service Impact Summary ImpactService . . ls Ready Marginal Caution ocye 2��t °°a Fite q �a a��'•� �_0 ,e �rq Qa Notes: See VIII.Additional Notes&Details for Staff Report Maps,Tables,and Charts. City of Meridian I Department Report II. Community Metrics III. STAFF ANALYSIS Comprehensive Plan and Unified Development Code(UDC) A. General Overview The Future Land Use Map(FLUM)designates the area proposed to be rezoned as "Mixed-Use Regional," which is intended to encourage a balanced blend of employment opportunities,retail,residential dwellings, and public uses,particularly in areas near major arterial intersections. This designation supports a diverse and integrated community where residents can live,work,and shop without needing to travel far. The area being annexed is designated as Medium Density High Residential. This designation allows for a mix of dwelling types including townhouses,condominiums,and apartments. Residential gross densities should range from eight to twelve dwelling units per acre. These areas are relatively compact within the context of larger neighborhoods and are typically located around or near mixed use commercial or employment areas to provide convenient access to services and jobs for residents. Developments need to incorporate high-quality architectural design and materials and thoughtful site design to ensure quality of place and should also incorporate connectivity with adjacent uses and area pathways, attractive landscaping and a project identity. However,the applicant's current proposal is limited to single-family residential development, occupying the majority of the mixed-use designation area, and with no internal vehicle or pedestrian connectivity between the areas,which does not align with the intent of the comprehensive plan for the area. By focusing solely on an inward facing single-family home development,the proposal fails to meet the goal of creating a mixed-use environment that would foster a vibrant, self-sustaining community with neighborhood supportive uses, employment and/or retail options nearby. This lack of compliance with the comprehensive plan could raise concerns about whether the development will contribute to traffic issues, support a balanced community, or meet long-term growth objectives. For mixed-use developments to be consistent with the plan,they need to demonstrate the following elements,which the current proposal lacks: I. Functional Integration: Developments must show that even undeveloped parts of the area can be functionally integrated, either immediately or conceptually. The project should prove that all planned components can work together cohesively. Local connectivity is required to limit local trip impacts to the regional network,both for traditional single-family homes and in mixed-use areas. The current proposal lacks such connectivity and is located near a major regional intersection planned for expansion to seven lanes with additional access restrictions.Although the developer claims the proposal integrates with the surrounding commercial areas, no conceptual plans have been provided to support this claim. 2. Outward-Facing Design: The development should not be insular or turn its back on neighboring properties or streets. Instead, it should engage with its surroundings,promoting interaction with adjacent areas and developments. The planned development does not setup or support any future physical, visual connectivity with the remainder of the mixed-use area. 3. Physical Integration and Shared Features: There should be tangible connections between different parts of the development, such as shared amenities,walkways, or spaces. This physical integration supports local connectivity,making the area feel cohesive and accessible. City of Meridian I Department Report III. Staff Analysis 4. Support for Local Services: Developments must intentionally create opportunities for local services such as office,gyms,retail, employment, or public uses. The current single-use proposal fails to support this objective, as it does not include any local services within the development. 5. Design Integration: There should be visual corridors or clear lines of sight connecting points of interest throughout the development. This creates a sense of openness and visual connectivity, making it easier for residents and visitors to navigate the space. The proposed development, however, is essentially isolated and does not provide connections to the property to the south. It is presented as a single-use development without the commercial component required by the Comprehensive Plan. 6. Purposeful Open Space: Open spaces should not be incidental but purposefully designed to enhance connectivity and functional integration. They should serve as common areas that bring people together and provide opportunities for interaction. The open space provided is solely for the purpose of the single-family residents and is not designed to integrate. The open space was not designed to integrate with commercial. 7. Pedestrian Connectivity: Pedestrian pathways and connectivity must be prioritized. Mixed-use areas should encourage walkability, allowing residents to move easily between homes, services, and public spaces without relying on vehicles. Pedestrian connectivity is crucial in mixed-use developments to encourage walkability. The absence of such connectivity in this proposal would force residents to walk along busy arterial roads to reach services and public spaces or depend on vehicles to access them Further UDC II- 3B-9 requires pedestrian connections between residential and commercial areas. 8. Limited Reliance on Arterial Roads: Vehicle connectivity should be designed so that local traffic does not depend entirely on arterial roads. Instead, developments should incorporate internal street systems that distribute traffic more effectively within the area. Staff and the Ada County Highway District(ACHD) are concerned that the short entrance road into the development could cause traffic backups along E. Lake Hazel Road.Additionally, the proposal lacks connectivity to commercial areas without requiring residents to cross a major arterial road, effectively isolating the development as a single-use area. The applicant indicates that residential uses will comprise between 10%and 30%of the development area, with gross densities ranging from six(6) to forty(40) units per acre within the residential portion. The proposed Skyranch Neighborhood in the Mixed-Use Residential(MU-RG) area would occupy 11%of the 219 acres,providing a density of 6.5 units per acre, aligning with the Comprehensive Plan's vision. However, the applicant did not account for the Comprehensive Plan's requirement that mixed-use areas bisected by an arterial or highway are considered separate, independent areas for use and design integration, and will be evaluated as such.As a result, the applicant's approach of using theirproperty as a single-use area does not align with the intent of the Comprehensive Plan for mixed-use development. It should also be noted that there are no discrete office or commercial areas left for development in south Meridian. All of these future uses now or later(with more roof tops)are intended to be provided within mixed use areas. The proposed project disproportionately impacts the ability for future services to be provided to local residents. Staff very regularly have trouble finding places for many of these users outside of industrial areas as they are not preserved for within the intended mixed-use areas. The area preserved for non-residential uses and the access and connectivity to these future uses fall well short of the text and policies of the Comprehensive Plan. Given these requirements,the current proposal for predominantly and disproportionately large single- family residential development does not meet the intent of the mixed-use designation. The developer City of Meridian I Department Report 111. Staff Analysis would need to revise the project to introduce more uses, foster greater physical and functional integration, and prioritize connectivity for both pedestrians and vehicles in order to comply with the Comprehensive Plan or submit for a Comprehensive Map Amendment to move forward with the plan as submitted. Examples of an integrated mixed-use development below are Bown Crossing,Boise and Bethany Village, Oregon. 1 I 1 C'. 1 1 1 - �i 1 1 11 111 9 11 1 rr LEGEND 1. Points of Interest Primary Local Corridor (Visual and Physical) Secondary Local _ r, • Corridor(Visual end Physical) Ar City of Meridian Department Report III. Staff Analysis Building modulation with --- Shared additional outdoor spaces Outdoor space r ---' Mufti-story _ structures _ --_-}F Eastsid.__ YL Y _ LLI •��,..�`�_ __ _- -- f�,�-ml T� � � _may � � �� 1•L' rs �— Landscaped Medians Pedestrian scale _—. architecture and features ■ On-street Parking Street Furnishings = i } Connected f .--fir a• r _ +ic ''' � „� lY i �, Amenities j Commercial Anchor r Backage Road Hold the Corners I ,1s Central Commons I Street View - /4 � Reference , LoC.t10 Local"Main Street' Dedicated Pedestrian ' air' tyofnorl residential Connectivity building types Secondary Tier Commercial (e.g.-day cares,karate ' Essential studios,spa,etc.) Services (e.g.-grocer) Y` , ,. , ® E 1 1 ! 1 1 1 Ag 1 1 1 1 1 1 1 1 1 Per the Comprehensive Plan `In developing the Comprehensive Plan, the City has typically designated Mixed-Use in areas of higher visibility(such as along arterial roadways). These Mixed-Use areas identified on the Future Land Use Map vary in size, intensity(both residential and commercial), and consider the visibility of the planned transportation network, number of residences planned within mixed use designation service areas, and location relevant to other commercial opportunities. The locations are intended to provide Meridian residents with a variety of opportunities for housing, leisure, activity, and commerce.Attractive and convenient prioritized elements such as multiuse pathways are paramount to functionally reducing impacts to the transportation network through proximity and density of services. Contiguous Mixed-Use identified areas that are bisected by an arterial or highway are considered separate and independent areas for use and desi,-n integration and will be evaluated independently of each other." Again, the applicant's proposal does not meet the intent of the Comprehensive Plan for mixed-use development as it does not provide a mix of uses. Table 4: Proiect Overview Description Details History AZ-H-2015-0019,DA Inst#2016-007088 Phasing Plan 6 phases Residential Units 284 detached single-family residents i Open Space 7.49 acres/17.1%/0.72 non-qualifying Amenities Required: 9/Proposed: 30 - Physical Features Rawson Lateral Acreage 43.82 Lots 284 Buildable Lots/28 Common Lots/6 Common Drives Density _ = 6.50 dwelling units per acre City of Meridian Department Report III. Staff Analysis B. History In 2015, the City, at the request/consent of the property owners, annexed approximately 1,322 acres of land with the R-4, R-8, R-1 S and C-G zoning districts. It was envisioned that some of the subject properties will seek re-zoning consistent with the Future Land Use Map (FLUM) designations in the future.At the time, no development was proposed with the subject annexation request and therefore a vast majority of the property(1,241 acres) was proposed to be annexed as R-4.All of the subject property owners signed a Development Agreement(DA) that was executed upon approval. Within each DA is a requirement that any proposed development plan be reviewed and approved as an amendment to the executed Development Agreement. Upon development/re-development of all these properties in the future, adherence to the characteristics of their respective land use designation described above will be required. During the annexation properties were assigned zoning districts as placeholders until the property owner came in to develop the property. C. Site Development and Use Analysis 1. Existing Structures/Site Improvements (UDC 11-1): The current use of the property is agricultural with one (1) residential property existing. The existing structure will remain but will be required to hook up to the city's water and sewer system. The existing well and septic system will be abandoned as required. 2. Proposed Use Analysis (UDC 11-2): The applicant is proposing single-family detached dwellings which are listed as a principal permitted use in the R-1 S zoning districts in UDC Table 11-2A-2. The future land use map identifies this area as medium-high density. This designation allows for dwelling units at gross densities of eight(8) to twelve(12) dwelling units per acre. Per UDC 11-2A-7, R-1 S is considered Medium High Density. Per the Meridian Comprehensive Plan, this designation allows for a mix of dwelling types including townhouses, condominiums, and apartments. Residential gross densities should range from eight to twelve dwelling units per acre. These areas are relatively compact within the context of larger neighborhoods and are typically located around or near mixed use commercial or employment areas to provide convenient access to services and jobs for residents. Developments need to incorporate high-quality architectural design and materials and thoughtful site design to ensure quality ofplace and should also incorporate connectivity with adjacent uses and area pathways, attractive landscaping and a project identity. The proposal covers forty-three(43) acres, of which twenty-four(24) acres are designated as Mixed-Use Regional under the Future Land Use Map (FLUM). However, the current design proposes a single-use development of single family detached residential homes across the site. This approach disregards the Mixed-Use Regional designation, which is intended to promote a blend of residential, commercial, and public uses, rather than focusing solely on one type of development. By limiting the development to single-family homes, the proposal fails to meet the objectives of the Mixed-Use Regional designation, which aims to create dynamic, interconnected communities where residents can live, work, and access services in the same area. This mixed-use concept encourages economic growth, reduces reliance on external roadways, and supports walkability and community cohesion. Comprehensive Plan policy 3.06.02B encourage and support mixed-use areas that provide the benefits of being able to live, shop, dine,play, and work in close proximity, thereby reducing vehicle trips, and enhancing overall livability and sustainability. City of Meridian I Department Report III. Staff Analysis To comply with the Comprehensive Plan, the applicant needs to redesign the proposal and incorporate a mix of housing types (e.g., multi family units), local services (retail or office spaces), and public amenities (parks,plazas) within the Twenty-four(24) acres of the Mixed- Use Regional area. This would not only align with the FL UM designation but also enhance the functionality and integration of the development with the surrounding area. Staff recommends that the applicant provide a mix of dwelling types within the residential area such as single family attached or townhomes within Block 8(lots 2-17 and lots 19-34) and Block 9(lots 2-17 and lots 19-34) of the proposed development as allowed by the Comprehensive Plan within the R-15 zoning district. 3. Dimensional Standards (UDC 11-2): The preliminary plat and future development are required to comply with the dimensional standards listed in UDC Table 11-2A-7 and 11-213-1 Commercial District for the Mixed-Use Regional and the R-15 zoning districts. The proposed lots and public streets for the R-15 zoning district appear to meet UDC dimensional standards per the submitted preliminary plat. However, the proposal does not comply with Mixed-Use Regional designation. As mentioned above, the applicant needs to redesign the proposal to comply with the Comprehensive Plan. Eight(8) common driveways are proposed with this subdivision. The applicant has provided common drive exhibits which demonstrate no more than three(3) units are served whereas a maximum of 4 units are allowed. The common driveway meets the minimum width of twenty (20)feet and does not exceed the maximum length of one hundred and fifty(150)feet. Solid fencing adjacent to common driveways is prohibited, unless separated by a minimum five (5) foot wide landscaped buffer. D. Design Standards Analysis The proposed plat and subsequent development are required to comply with the dimensional standards listed in I I-2A-7 for the R-15 zoning district. Stafffinds that while the proposed lots comply with the dimensional standards for the R-15 zoning district, they do not meet the intent of the mixed-use designation due to the single-use nature of the proposal. Some block lengths exceed the 750 foot requirement and will necessitate a waiver from the Council. Additionally, the existing house that will remain as part of the proposed development abuts two streets, which is prohibited by the Unified Development Code(UDC). Furthermore, the lots to the north do not transition to align with the large estate-style lots zoned RUT within Ada County, which have a Future Land Use Map (FL UM) designation of Low Density Residential(LDR). Therefore, the applicant needs to revise their plat map to address the identified issues and demonstrate the necessary corrections. 1. Structure and Site Design Standards (Comp Plan 3.07.00, Comp Plan 3.07.01A, UDC 11-3A- 19): The current use of the property is agricultural with two (2)residential properties existing. The 6285 S. Tarrega Lane house will remain and potentially redevelop at a later date. The structures at 520 E. Lake Hazel Road will be removed and existing wells and septic systems will be abandoned as required. Per UDC 11-6C-3A.1, through properties are prohibited except where it is shown that unusual topography or other conditions make it impossible to meet this requirement. Through properties shall be limited to one(1)street access on one (I)frontage, designated by a note on the final plat. The applicant needs to revise the plat to remove one of the frontage roads for Lot 40, Block 5. City of Meridian I Department Report III. Staff Analysis Comprehensive Plan policy 3.07.0 encourages compatible uses and site design to minimize conflicts and maximize use of land. Comprehensive Plan policy 3.07.OIA requires all new development to create a site design compatible with surrounding uses through buffering, screening, transitional densities, and other best site design practices. 2. Qualified Open Space &Amenities (Comp Plan 2.02.00, Comp Plan 2.02.01B, UDC 11-3G): Based on the standards in UDC Table 11-3G-3, a minimum of 15% (or 12.05-acres) of qualified open space is required to be provided within the development. An open space exhibit was submitted as shown in Section VIT F, that depicts 17.1% (or 7.49-acres) of open space that meets the required quality and qualified open space standards. Based on the standards in UDC 11-3G-4A, a minimum of nine (9) amenity points are required to be provided. The amenities proposed are a park with a community pool,play structure, seating benches, climbing dome, swing set; two (2)pickleball courts; dog park with waste station and sitting benches; and pathways. All common open space areas are required to be landscaped with one deciduous shade tree for every 5,000 square feet of area and include a variety of trees, shrubs, lawn or other vegetative groundcover per UDC 11-3G-5B.3. Although the applicant is proposing a berm, landscaping and fencing around the sports court, stafffeels the location would be better if relocated to Lot I Block 10 or Lot 1 Block 7 away from the primary entrance to the subdivision which is supported by the Comprehensive Plan polices below. Comprehensive Plan policy 2.02.00 requires the applicant to plan for safe, attractive, and well-maintained neighborhoods that have ample open space, and generous amenities that provide varied lifestyle choices. Comprehensive Plan policy 2.02.0IB requires the applicant to evaluate open space and amenity requirements for consistency with community needs and values. 3. Landscaping (UDC 11-3B): i. Landscape buffers along streets UDC 11-2A-6 requires a thirty-five (35)foot wide buffer along entryway corridors (N. Meridian Road and twenty-five (25)foot wide buffers are required along arterial roads (E. Lake Hazel Road). A twenty(20)foot wide buffer along all collectors is required. ii. Tree preservation Per UDC 11-3B-10,the applicant shall preserve existing trees four-inch caliper or greater from destruction during the development. Mitigation shall be required for all existing trees four-inch caliper or greater that are removed from the site with equal replacement of the total calipers lost on site up to an amount of one hundred(100)percent replacement(Example: Two(2)ten-inch caliper trees removed may be mitigated with four 5-inch caliper trees, five(5)four-inch caliper trees, or seven(7)three-inch caliper trees).Deciduous specimen trees four-inch caliper or greater may count double towards total calipers lost,when planted at entryways,within common open space, and when used as focal elements in landscape design. The applicant shall add a mitigation section to the landscape plan for trees meeting the criteria above that are removed. iii. Storm integration Per UDC 11-3B-11,the applicant shall meet the intent to improve water quality and provide a natural, effective form of flood and water pollution control through the integration of vegetated,well designed stormwater filtration swales and other green City of Meridian I Department Report III. Staff Analysis stormwater facilities into required landscape areas,where topography and hydrologic features allow if part of the development. Development will be required to meet UDC 11-3B-11 for stormwater integration. iv. Pathway landscaping Landscaping for pathways shall meet the requirements outlined in UDC 11-3B-12. 4. Parking (UDC 11-3C): Off-street parking is required to be provided for each home based on the total number of bedrooms per unit as set forth in UDC Table 11-3C-6. On-street parking is also available on the proposed streets. i. Residential parking analysis The proposal will be required to meet the standards.for parking as setforth in UDC H- 3C-6. 5. Building Elevations (Comp Plan 2.01.01 C,Architectural Standards Manual): Four(4) conceptual building elevations were submitted for the proposed subdivision as shown in Exhibit VII.I. The applicant states the homes in the Skyranch Neighborhood will include 284 homes with a mix of different product types, two-story and single-story detached single-family homes. Buildings shall be designed with elevations that create interest through the use of broken planes, windows, and fenestrations that produce a rhythm of materials and patterns. Design review is not required for single-family detached structures. However, because the rear and/or sides of homes facing E. Lake Hazel Road will be highly visible, Staff recommends a DA provision requiring those elevations incorporate articulation through changes in two or more of the following: modulation (e.g.projections, recesses, step-backs,pop-outs), bays, banding,porches, balconies, material types, or other integrated architectural elements to break up monotonous wall planes and roof lines that are visible from adjacent public streets. Single-story homes are exempt from this requirement. Design review is required for single-family attached and townhomes. Design review will have to meet the requirements outlined in the City's Architectural Standards Manual. Comprehensive Plan policy 2.01.01 C encourages the applicants to maintain a range of residential land use designations that allow diverse lot sizes, housing types, and densities. To support this policy staff recommends the applicant provide additional housing options (i.e. townhomes, single family attached) in the development. 6. Fencing (UDC 11-3A-6, 11-3A-7): All fencing constructed on the site is required to comply with the standards listed in UDC 11- 3A-7. 7. Parkways (Comp Plan 3.07.01 C, UDC 11-3A-17): Comprehensive Plan policy 3.07.01 C requires appropriate landscaping, buffers, and noise mitigation with new development along transportation corridors (setback, vegetation, low walls, berms, etc). Per the UDC the minimum width of parkways planted with Class II trees shall be eight(8) feet. The width can be measured from the back of curb where there is no likely expansion of the street section within the right-of-way;the parkway width shall exclude the width of the sidewalk. Class II trees are the preferred parkway trees. The applicant is proposing parkways along the entrance to Street A, Street F, Street N and Street P of the subdivision. City of Meridian I Department Report III. Staff Analysis E. Transportation Analysis 1. Access (Comp Plan 6.01.02B, UDC 11-3A-3, UDC 11-3H-4): Per UDC 11-3A-3,the intent of these standards is to improve safety by combining and/or limiting access points to collector and arterial streets and ensuring that motorists can safely enter all streets unless waived by City Council. Comprehensive Plan policy 6.01.02B requires the reduction in the number of existing access points onto arterial streets by using methods such as cross-access agreements, access management, and frontage/backage roads, and promoting local and collector street connectivity. Access to the property is proposed from E. Lake Hazel Road. Per the Idaho Transportation Department, no direct access to the State Highway System is approved. Due to the type and proximity of this development to SH-69, ITD is requesting a Traffic Impact Study(TIS)for the proposed development. Access is also proposed from the east side of the property via the future collector road. As the property is within close proximity to SH-69, the applicant will be required to provide noise abatement per UDC 11-3H-4D. Noise abatement could include but not limited to a berm or a berm and wall combination to help reduce the traffic noise. Staff has concerns about the length of the entrance off of E. Lake Hazel Road. The potential for traffic to backup when trying to access the site is greater with the short distance. 2. Pathways (Comp Plan 3.07.02A, Comp Plan 4.04.OIA, UDC 11-3A-8): All pathways should be constructed in accord with the standards listed in UDC 11-3A-8. Pedestrian connectivity is crucial in mixed-use developments to encourage walkability. The absence of such connectivity in this proposal would force residents to walk along busy arterial roads to reach services and public spaces or depend on vehicles to access them Further UDC 11-3B-9 requires pedestrian connections between residential and commercial areas. The only pathway required for this development is along S. Meridian Road. Other pedestrian connectivity is limited except along the arterial roads which does not meet the Comprehensive Plan policies list below. Comprehensive Plan policy 3.07.02A requires pedestrian circulation plans to ensure safety and convenient access across large commercial and mixed-use developments. Comprehensive Plan policy 4.04.OIA ensure that new development and subdivisions connect to the pathway system. 3. Sidewalks (UDC 11-3A-17): All sidewalks constructed as part of this proposal are required to comply with the standards listed in UDC 11-3A-17. 4. Private Streets (UDC 11-3F-4): There are no private streets proposed for this development. 5. Subdivision Regulations (UDC 11-6): i. Dead end streets No streets or series of streets that ends in a cul-de-sac or a dead end shall be longer than five hundred(500)feet except as allowed in subsection(b)of this section. The City Council may approve a dead-end street up to seven hundred fifty(750)feet in length where an emergency access is proposed; or where there is a physical barrier such as a steep slope,railroad tracks,an arterial roadway, or a large waterway that prevents or City of Meridian I Department Report III. Staff Analysis makes impractical extension; and where a pedestrian connection is provided from the street to an adjacent existing or planned pedestrian facility. Cul-de-sac streets may serve a maximum of thirty(30) dwelling units. The applicant is proposing a cul-de-sac that exceeds the maximum five hundred(500) feet in length. The applicant needs to request a waiver from counsel for exceeding the maximum length for dead end streets. ii. Common driveways Per UDC 11-6C-3D, common driveways shall serve a maximum of four(4) dwelling units. In no case shall more than three(3)dwelling units be located on one(1) side of the driveway. The applicant is proposing six(6) common driveways that meet the dimensional requirements as outlined in the UDC. iii. Block face UDC 11-6C-3-regulates block lengths for residential subdivisions. Staff has reviewed the submitted plat for conformance with these regulations. The intent of this section of code is to ensure block lengths do not exceed 750 ft, although there is the allowance of an increase in block length to 1,000 feet if a pedestrian connection is provided. In no case shall a block face exceed one thousand two hundred(1,200)feet,unless waived by the City Council. It appears that some of the block lengths exceed the 750 feet. The applicant did not submit a revised block face length exhibit for review as requested. F. Services Analysis 1. Waterways (Comp Plan 4.05.OID, UDC 11-3A-6): Per UDC 11-3A-6, requires limiting the tiling and piping of natural waterways, including, but not limited to, ditches, canals, laterals, sloughs and drains where public safety is not a concern as well as improve,protect and incorporate creek corridors (Five Mile, Eight Mile, Nine Mile, Ten Mile, South Slough and Jackson and Evan Drains) as an amenity in all residential, commercial and industrial designs. When piping and fencing is proposed, the standards outlined in UDC 11-3A-6B shall apply. The applicant needs to request a waiver from City Council to keep the canal open. Comprehensive Plan policy 4.05.OID requires improving and protecting creeks and other natural waterways throughout commercial, industrial, and residential areas. 2. Pressurized Irrigation(UDC 11-3A-15): The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(UDC 11-3B-6). The applicant should be required to use any existing surface or well water for the primary source. If a surface or well source is not available, a single- point connection to the culinary water system shall be required. If a single point connection is utilized, the developer will be responsible for the payment of assessments for the common areas prior to prior to receiving development plan approval. 3. Storm Drainage (UDC 11-3A-18): An adequate storm drainage system is required in all developments by the City's adopted standards, specifications, and ordinances. Design and construction shall follow best management practices as adopted by the City as outlined in UDC 11-3A-18. Storm drainage will be proposed with a future Certificate of Zoning Compliance application and shall be constructed to City and ACHD design criteria. City of Meridian I Department Report III. Staff Analysis 4. Utilities (Comp Plan 3.03.03G, UDC 11-3A-21): Ensure development is connected to City of Meridian water and sanitary sewer systems and the extension to and through said developments are constructed in conformance with the City of Meridian Water and Sewer System Master Plans in effect at the time of development.All utilities are available to the site. Water main,fire hydrant and water service require a twenty foot(20) wide easement that extends ten (10)feet past the end of main, hydrant, or water meter. No permanent structures, including trees are allowed inside the easement. Comprehensive Plan policy 3.03.03G require urban infrastructure be provided for all new developments, including curb and gutter, sidewalks, water and sewer utilities. IV. CITY/AGENCY COMMENTS & CONDITIONS A. Meridian Planning Division 1. A new Development Agreement(DA)is required as a provision of annexation and rezone of this property. Prior to approval of the annexation and rezone ordinance, a DA shall be entered into between the City of Meridian,the property owner(s)at the time of annexation and rezone ordinance adoption, and the developer. Currently, a fee of$303. 00 shall be paid by the Applicant to the Planning Division prior to commencement of the DA. The DA shall be signed by the property owner and returned to the Planning Division within six(6)months of the City Council granting the annexation. The DA shall, at minimum, inco orate the following provisions: a. The current use of the property is agricultural with one(1)residential property existing existing structure will remain but will be required to hook up to the city's water and sewer system at the time of final plat for that phase. The existing well and septic system will be abandoned at that time as required. b. Future development of this site shall be consistent with the preliminary plat,phasing Ian landscape plan, qualified open space, and qualified site amenities(i.e.,a 5,000+s.f. children's playground with a play structure, swings, climbing rocks, a climbing dome, seating benches. within a safe fenced area,two pickleball courts, a pool with changing facilities and restrooms, and a fenced dog park), and conceptual building elevations included in Section VIII as proposed,and the provisions contained herein. c. The rear and/or side of structures on lots that face S.Meridian Road(i.e.,Lots 24-40,Block 6) and the new collector Road(Sublimity Way) (i.e..Lots 2-6,Block 1,and 2-5 and 7. Block 2) and E. Lake Hazel Road(i.e.,Lots 8-19 and 21-32,Block 1) shall incomorate articulation through changes in two or more of the following: modulation(e.g.,pro'ect recesses, step-backs,pop-outs),bays,banding,porches,balconies,material types.or other integrated architectural elements to break up monotonous wall planes and roof lines that are visible from the subject public street. Single story structures are exempt from this requirement. Requires Planning Approval prior to issuance of building permits. d. The applicant shall adhere to the approved phasing plan that was presented at the December 10,2024,public hearing and shown in Exhibit VILF. be a4lowea to Only deve e i3er- vear-�M�a residential building lot total of fefty(4 0) lets in-aiw stleh i3hase. The f,-eeeine lifnitat r y be; oa by, ..t for ii m lots at the iceeff �:,z, rvrc�vrrr�mrrccrcrorrmcr�vczncieiric�s�rcv ccnTrvTrvcsu�cn�. cvnairiinrc�ncv�T�pixxcnr Dir- ete-'s d etio e. Future development of the site shall comply with the ordinances in effect at the time of development. £ The applicant shall provide the followingre regarding the closure of Tarre ae Lane: i. Provide written documentation allowing the closure of Tarrega Lane. City of Meridian I Department Report IV. City/Agency Comments &Conditions ii. Prior to plan approval and ACHD's signature on the fmal plat which would close the private road,relocate the proposed location of stub street. Street O.to alien with the existing location of Tarrega Lane at the site's north property line or provide written documentation that Street O can be stubbed to the north,in its proposed location.and that all 6 parcels who use Tarrega Lane will have access to Street-Q. iii. If the applicant is unable to remove the private road.then Tarrega Lane should remain within the site to allow access to the existing 6 residential parcels located north of the site. g. Provide a stub road from Skvranch Subdivision to the property to the south(parcels S1131336156 and S1131336111). Locate the stub street to allow for the future construction of a bridge crossing and maintain an easement for the roadway. The applicant is required to pay a road trust deposit for half the bridge construction to the Ada County Highway District, the actual amount of the road trust deposit will be determined during their plan review row 2. The final plat shall include the following revisions: a. Include a note prohibiting direct access via S.Meridian Road,E. Lake Hazel Road.and Sublimity Way. b. All utility easements reflected on the utility plan shall be included on the final plat. e. Devise the al.,t ma-B to show 1.,fee-lots !D 8 zenine this-iets s .moo\ .,1eoe the,..014 1..,,,,..d.,, adiaeepA to the eount-v lar-ge estate lots. d. All pathways and micro pathways shall be within a separate common lot or easement as required per UDC 11-3A-8. e. Access to Lot 40,Block 5 shall be restricted to either Street H or Street-Q. No access shall be allowed to and from the other street until the property redevelops. This shall be added as a note on the plat. f. Access for the six(6)homes utilizing Tarrega Lane shall remain open until adequate access has been provided. 3. The development shall comply with standards and installation for landscaping as set forth in UDC 11-3B-5 and maintenance thereof as set forth in UDC 11-313-13. 4. The revised landscape plan shall include the following a. A mitigation section to the landscape plan for trees meeting the criteria above that are removed. 5. The development shall comply with all subdivision design and improvement standards as set forth in UDC 11-6C-3.including but not limited to driveways,easements,blocks, street buffers and mailbox placement. Council granted a block length waiver for Street F as it exceeded seven hundred and fifty(750) feet in length. Traffic calming is required as the block length is in excess of one thousand(1,000) feet. 6. The applicant shall comply with the open space exhibit approved as part of this plat application that depicts 17.1%(or 7.49-acres) of qualified open space and exceeds the required amenity o>l rots• 7. A 14-foot-wide public use easement for all multi-use pathways (Meridian and Lake Hazel Roads. as applicable) shall be submitted to the Planning Division prior to submittal for City Engineer' signature on the final plat(s). 8. Pathway and adjoining fencings and landscaping shall be constructed consistent with the standards as set forth in UDC 11-3A-7A7. 11-3A-8 and 11-3B-12C. City of Meridian I Department Report IV. City/Agency Comments &Conditions 9. The proposed plat and subsequent development are required to comply with the dimensional standards listed in UDC Table 11-2A-7 for the R-15 zoning district. 10. The common driveway shall be designed and constructed per the standards listed in UDC I I-6C- 3D. Solid fencing adjacent to common driveways is prohibited,unless separated by a minimum five(5) foot wide landscape buffer. 11. A perpetual ingress/egress easement shall be filed with the Ada County Recorder for any common driveway.which shall include a requirement for maintenance of a paved surface capable of supporting fire vehicles and equipment. This may be accomplished through depiction of the easement on the face of the final plat and an accompanying note. If a separate easement is recorded,a copy shall be submitted to the Planning Division with the final plat when the final plat is submitted for City Engineer signature. 12. Off-street parking is required to be provided in accord with the standards listed in UDC Table 11- 3C-6 for single-family detached dwellings based on the number of bedrooms per unit. 13. The applicant shall construct all proposed fencing and/or any fencing required by the UDC consistent with the standards as set forth in UDC 11-3A-7 and 11-3A-6B, as applicable. 14. The applicant and/or assigns shall have the continuing obligation to provide irrigation that meets the standards as set forth in UDC 11-3B-6 and to install and maintain all landscaping as set forth in UDC 11-313-5,UDC 11-313-13 and UDC 11-313-14. 15. A Certificate of Zoning Compliance and Design Review application shall be submitted and approved for the proposed pool area prior to submittal of a building permit application. The design of the site and structures shall comply with the standards listed in UDC 11-3A-19 and the design standards listed in the Architectural Standards Manual. 16. The Applicant shall comply with all ACHD conditions of approval. 17. Staff s failure to cite all relevant code sections or conditions does not relieve the Applicant of responsibility for compliance. 18. Approval of a preliminary plat shall become null and void if the applicant fails to obtain the city engineer's signature on the first fmal plat within two(2)years of the approval of the preliminary plat. Upon written request and filing b. the he applicant prior to the termination of the period in accord with subsections(A)and(B) of UDC 11-6B-7. The director may authorize a single extension of time to obtain the city engineer' s signature on the final Plat not to exceed two (2) years. Additional time extensions up to two(2)years as determined and approved by the Citv Council may be granted.With all extensions,the director or City Council may require the preliminary plat, combined preliminary and final plat or short plat to comply with the current provisions of this title. B. Meridian Public Works See public record(copy the link into a separate browser) https:llweblink.meridiancioy.orglWebLink/Browse.aspx?id=351919&dbid=0&repo=MeridianCit X C. Meridian Park's Department See public record(copy the link into a separate browser) https:llweblink.meridianci y.oLylWebLink/Browse.aspx?id=351919&dbid=0&repo=MeridianCit X City of Meridian I Department Report IV. City/Agency Comments &Conditions D. Irrigation Districts 1. Nampa&Meridian Irrigation District See public record(copy the link into a separate browser) https://weblink.meridianciU.oLvlWebLinkIBrowse.aspx?id=351919&dbid=0&repo=Meridia Lc-toz 2. Boise Project Board of Control See public record(copy the link into a separate browser) https://weblink.meridiancity.orzlWebLink/Browse.aspx?id=351919&dbid=0&repo=Meridia nCi E. Idaho Department of Environmental Quality(DEQ) See public record(copy the link into a separate browser) https://weblink.meridianciU.org/WebLink/Browse.aspx?id=351919&dbid=0&repo=Meridian Cit Y F. West Ada School District(WASD) or Other District/School See public record(copy the link into a separate browser) https://weblink.meridianciU.org/WebLink/Browse.aspx?id=351919&dbid=0&Mgo=MeridianCit Y G. Ada County Development See public record(copy the link into a separate browser) https://weblink.meridianciU.oLvlWebLinkIBrowse.aspx?id=351919&dbid=0&repo=MeridianCit Y H. Ada County Highway District(ACHD) Staff report issued prior to final ACHD report was submitted to the City. https://weblink.meridianciU.orglWebLink/Browse.aspx?id=351919&dbid=O&Mpo=MeridianCit Y I. Idaho Transportation Department(ITD) See public record(copy the link into a separate browser) https://weblink.meridiancity.orglWebLink/Browse.aspx?id=351919&dbid=0&repo=MeridianCit Y V. FINDINGS A. Annexation and/or Rezone(UDC 11-5B-3E) Upon recommendation from the commission,the council shall make a full investigation and shall, at the public hearing,review the application. In order to grant an annexation and/or rezone,the council shall make the following findings: 1. The map amendment complies with the applicable provisions of the comprehensive plan; Council finds the Applicant's request to annex and rezone the subject property to R-15 zone meets the `general intent"of the Comprehensive Plan for the Mixed-Use Regional(MU-RG) designation and the requirements outlined in the UDC code based on the unique site constraints, access limitations on Meridian Road and the existing Rawson Canal. 2. The map amendment complies with the regulations outlined for the proposed district, specifically the purpose statement; Council finds the map amendment complies with the R-15 district regulations. City of Meridian I Department Report V. Findings 3. The map amendment shall not be materially detrimental to the public health, safety, and welfare; Council finds the proposed map amendment will not be detrimental to public health, safety, and welfare. 4. The map amendment shall not result in an adverse impact upon the delivery of services by any political subdivision providing public services within the city including,but not limited to, school districts; and Council finds City services are available to be provided to this development. 5. The annexation(as applicable)is in the best interest of city. Commission finds the annexation and rezone is in the best interest of the City because the proposed development provides housing options in an area immediately adjacent to currently proposed and anticipated future commercial development, with pedestrian and transportation facilities already provided. B. Preliminary Plat and Short Plat(UDC-6B-6) In consideration of a preliminary plat,combined preliminary and final plat, or short plat, the decision-making body shall make the following findings: 1. The plat is in conformance with the comprehensive plan and is consistent with this unified development code; For the reasons set forth in connection with the annexation and rezone findings, City Council finds the proposed plat is generally in conformance with the comprehensive plan and consistent with the UDC. 2. Public services are available or can be made available and are adequate to accommodate the proposed development; Council finds public services can be made available to the subject property and will be adequate to accommodate the proposed development. 3. The plat is in conformance with scheduled public improvements in accord with the city's capital improvement program; Council finds the proposed plat is in substantial conformance with scheduled public improvements in accord with the City's Capital Improvement Program. 4. There is public financial capability of supporting services for the proposed development; Council finds there is public financial capability of supporting services for the proposed development. 5. The development will not be detrimental to the public health, safety or general welfare; and Council finds the proposed map amendment would not be detrimental to the public health, safety and welfare. 6. The development preserves significant natural, scenic or historic features. Council is unaware of any significant natural, scenic or historic features that need to be preserved with this development. VI. ACTION A. Staff: Staff is recommending denial of the project because the current proposal does not align with the intent of the comprehensive plan for the area. The proposal is limited to single-family residential City of Meridian I Department Report VI. Action development, occupying the majority of the mixed-use designation area, and with no internal vehicle or pedestrian connectivity between the areas,which by focusing solely on an inward facing single-family home development,the proposal fails to meet the goal of creating a mixed- use environment that would foster a vibrant, self-sustaining community with neighborhood supportive uses, employment and/or retail options nearby. This lack of compliance with the comprehensive plan could raise concerns about whether the development will contribute to traffic issues, support a balanced community, or meet long-term growth objectives. In order to develop the property as proposed,the applicant has the option of continuing the hearing and applying for a Comprehensive Plan Map Amendment before the December 15'deadline. B. Commission: The Meridian Planning&Zoning Commission heard these items on October 17,204. At the public hearing,the Commission moved to recommend denial of the subject annexation,rezone and preliminaryplat requests. 1. Summary of Commission public hearing_ a. In favor: Hethe Clark,representing applicant b. In opposition:None C. Commenting: Hethe Clark,on behalf of the applicant d. Written testimony:None e. Staff presentinggpplication: Linda Ritter f. Other Staff commenting on application: Bill Parsons 2. Key issue(s) testimony a. None 3. key issue(s)of discussion by Commission: a. A lack of mixed-use and compliant with the spirit of the Comprehensive Plan. Limited connectivity-limited interconnectivity. Limited transition from adjacent properties and pedestrian safety concerns. 4. Commission change(s)to Staff recommendation: a. None 5. Outstanding issue(s) for City Council: a. None C. City Council: The Meridian City Council heard these items on November 19,2024. At the public hearing the Council moved to approve the subject rezone,annexation and preliminary plat requests. 1. Summary of the City Council public hearing a. In favor: Hethe Clark,representing the applicant b. In opposition:None c. Commenting: Sean Lanahan,Brian White. Carsten White,John Breckon,Marcella White d. Written testimony: Sean Lanahan,Deborah Boyd e. Staff presenting application: Linda Ritter f. Other Staff commenting on application: Bill Parsons 2. Key issue(s)of public testimony: a. Transitioning to larger lots on the north, additional traffic coming onto Shafer View Drive from the stub road from the proposed development 3. Key issue(s)of discussion by City Council: a. Connectivity to the southern property for cross access,transitioning to larger lots on the northern boundary of the project 4. City Council change(s)to Commission recommendation: a. Council revised condition#1 d to reflect the applicant adhering to proposed phasing plan rather than the applicant being allowed to only develop one phase per year with a City of Meridian I Department Report VI. Action residential building lot total of forty(40)lots in any such phase limiting 40 lots permits per year: removing condition#2c: and adding condition#1 g City of Meridian I Department Report 0. ' 1 1 Locationct of Impact 0 Analysis .a7 s P 4�- • , - _ LAKE HAZE!Legend • ,• Z r�—■ Project LocationAnalysis LLI �■ Area of Impact ■ RUT �r ■- ••111111�I L�pHI � �� 111111111111:- ■ ■■� :11111»1»17�= 7�� ,1�,� r Illllil p i - �UC! LM1:J `1111� • LAKE HAZELRE - 11111 IIIIIF S 11111 IIIIIL _ III 1111"� 3. Future Land Use Legend * MU-C Project Location D Area of Impact -_ Low Density Residential O Analysis am Ilium Density . Residential --------- -High Density MU-1R f Residential I D ,Med-High Density Residential. 4. Planned Development Map Legend rt Project Location Area of Impact --- __ -1_' City Limits ; Planned Parcels � u O Analysis ® ILILJ I � I � I r I ' F D� r 1 , r I City of Meridian Department Report VII. Exhibits 5. Map Notes [Kearby Recent Preliminary Plats(within last 5-years) H-2021-0020 H-2023-0041 Nearby Recent Conditional Use Permits within last 5-years) H-2020-0009 H-2020-0057 H-2020-0117 H-2021-0021 H-2021-0036 H-2021-0087 H- 2020-0056 H-2019-0097 H-2022-0050 H-2023-0041 H-2024-0014 B. Subject Site Photos r r Y City of Meridian Department Report VII. Exhibits �- A0 � 4 ALAL #ate _ i f w• _r a.. ~ City of Meridian I Department Report VII. Exhibits 5 k f �+ City of Meridian Department Report VII. Exhibits C. Service Accessibility Report PARCEL S1131336031 SERVICE ACCESSIBILITY Overall Score: 19 8th Percentile Description Location In City Limits REEK Extension Sewer Trunkshed mains 500-2,000 ft. from parcel YELLOIV Floodplain Either not within the 10C yrfloodplain or > 2 acres GREEN r Emergency Services Fire Response time < 5 min. GREEN Emergency Services Police Meets response time goals some of the time YELLOIV Pathways Within 1/4 mile of future pathways YELLOIV Transit Not within 1/4 of current or future transit route M Arterial Road Buildout Status Ultimate configuration (#of lanes in master streets YELLOW plan) > existing (4 of lanes) & road IS in 5 yr work plan School Walking Proximity From 1/2 to 1 mile walking YELLOIV School Drivability Not within 2 miles driving of existing orfuture school IRED Either a Regional Park within 1 mile OR a Community Park Walkability Park within 1/2 mile OR a Neighborhood Park within GREEN 1/4 mile walking City of Meridian I Department Report VII. Exhibits A Preliminary Plat(date: 5/22/2024) ! )!I PFEUN INAWP rFOR - r�JYI'y\ ZY N,CH SUBDIVISION s xn - . �. o m raw�sMssnsm.wxni .mse 3 mr n Mnswx,aw[wxiv.oun Boa�v r vaevm sums. a �••�'•• SFO Hx Sul I.� dl Fes' 'R' Mw *9F"�l9t1� - - - - - - --- =_- -_ - -i - - -=-� PP1.0 City of Meridian Department Report VII. Exhibits E. Landscape Plan(date: 5/24/2024) 1+14-ki OaM I o 0 L --- - - - - - - - -- SKYRANCH SUBDIVISION E',FEUT ' y PRELIMINARY PLAT LANDSCAPE PLAN MERIDIAN, ID nAl u.you tk e SKYRANCH SUBDIVISION ,E SENBELTS PRELIMINARY PLAT LANDSCAPE PLAN MERIDIAN, ID City of Meridian I Department Report VII. Exhibits F. Phasing Plan(12/5/2024) N ! SKYRANCH SUBDIVISION — E� ,�.s•�e�.ms�s nou::al��,:, o REVISIDN DATE:�z/s/za y PRELIMINARY PLAT FOR SKYRANCH Sl1BO!IASION s I�x oFn¢��n oFsaTON al, Itxn4 R�i m m Tu1eN11v i .Pots[1.rn1MtiV —_—__ s maw � cflV oFIFFI[YM1N,nW[ouNrv,1pun ®•'� xvo v-m 101R ____________ PP1.0 City of Meridian Department Report VII. Exhibits G. Qualified Open Space Exhibit(date: 6/6/2024) jI I T,-Lj SKYRANCH SUBDIVISION .++. '°"• OPfN SPACE f]f}tl81T TOTI1 MEA. 43 M Ai I ------------ v�.r�a�a--- —__—__- c ........an.�__ _ —..---•�------ NONQWWFnNG C.EN Y.CE-xL.n A[ 0UAU W CPEN SW E VW NON-0011.il'MG CPEN SPAtE .ve.T. City of Meridian I Department Report VII. Exhibits H. Site Amenities A. Park{Block 7, Lot 1)-The one-and-a-half-acre park will contain the Following recreation facilities: Community Pool and Changing Rooms Fenced Play Structure 5wing Set Seating Benches Climbing Dome r7 ` Attractive Landscaping 8 C fl 29 9" 4 *# f i I' R R.�h4Y��/S1 Oh City of Meridian Department Report VII. Exhibits B. Pickleball Courts (Block 1,Lot 1) the entrance to 5kyranch - will feature: Two pickleball courts Attractive landscaping — iL - — C.Dog Parks jelock 4, Lot 1 &Block 10,Lot 1)- both parks will be over ore-third of an acre and , 4 { feature. Fenced Area Waste Station -t I P, Sitting benches. J -Attractive landscaping �kG - City of Meridian Department Report VII. Exhibits D. Pathways—The Skyranch Neighhorhood will include the following pedestrian pathways. 10`Regional Pathways will be constructed along lake hazel(1,200 ft),S.Meridian Road(5DD ft),and Future Collector(600 ft)for approximately 2,300 L.F.total. t. City of Meridian Department Report VII. Exhibits I. Common Drive Exhibit(date: 6/6/2024) LOT 3 TAKES DIRECT STREET ACCESS. DRIVEWAY LOCATED ON NORTH SIDE OF LOT, 12.00P REAR Typ SFrIBACK TYP 5.00' LSCP SUFFER BLOCK 11 20.00 fRDNT 10 g I SETBACK TM , LOT $ TAKES DIRECT STREET 2040 COMMON ACCESS. DRIVEWAY LOCATED Dprvc ON WEST SIDE OF LOT. c,,i L—————-- —— • - ------------------------------ y T V F0 Box 6U39 SKYPANCH SUBDIVISION 20 .0 20 40 801SE.IDMM7 LOTS 3—&BLOCK 1 COMMON DRIVE EXH IIRIT Ph: (209a'1"-3974 1 c9-h—kl—"lr—drq— I I City of Meridian I Department Report V11. Exhibits I I LOT ,0 TAKES DIRECT STREET I I I ACCESS. DRIVEWAY LOCATED I 3.00'SIDE x ;n ON WEST SIDE OF LOT. I SETBACK TYP I I r, I I I ID UTDIL FSETBACK SI T K I 1 01 I 6 JJ I ———————— I a 12.00' REAR SETBACK TYP I 8m s LOT 5 TAKES DIRECT STREET i' 00. F%osI ACCESS DRVEWAY LOCATED SETBACK VP ON SOUTH SIDE OF LOT. I C-�� SKYRANCH SUBDIVISION eo42m7o M7 LOTS 5-10 B LOCK 2 COMMON DRIVE EXHIBIT iraic �ehemsmrmginemng-mn City of Meridian Department Report VII. Exhibits og x< 23 26 27 x6 x5 ;° 3t 33 33 34 Ji--i II x I � I z9ev EBapir I $ �3s rrrs dnlrcr rnrtrr S -------I _,Y9V__61'AR____-- 2°'0poarYpN I 3L1PM6 rry I I } I ___ ms,:ma('malr I I 13 I iercK —- --- rn 'm�lmdn I zo.ar mover I 3x I -- 1 1-- sLrs.c.r+T 1x�m.Rcw I z°o BDw rn• —1 �'----- gg I � I � � I Bla I �.�sr mce or�.wurtn aN g zo:oRlv6°m I z ��26.00•cauuou 1 � I ��.. ,°. . .. VW a SKYRANCH SUBDIVISION LOTS 12-21 AND 35-39 BLOCK 5 COMMON DRIVE EXHIBIT City of Meridian Department Report VII. Exhibits 4 LOT 46 TAKES DIRECT STREET i ACCESS.BRNEIMAY LOCATED ON I a3 I 42 WEST SIDE OF LOT. I I I I- I 1.20.00'FRDR 8--c 5 1 I 46 I SETBACK TYP————— 47 ————————1 i I $ 5.00 L",w I f— L� BVFFER I V \' I 45 m 44 I 41 \ I 20A0' COY•rA7N 1 REAR MA I \l OR1VE �T�K TYP-4 d LOT 43 TAKES DIRECT STREET ACCESS TO THE EAST. 40 c�viL SITE �•a 20 0 20 40 SKYRANCH SUBDIVISION eoLa,�o 8370, LOTS 4346 BLOCK 5 COMMON DRIVE EXHIBIT WAX: �ahemdnv�mg�nemng.m n City of Meridian Department Report VII. Exhibits 1.7 3,00' SIDE LOT 43TAKES DIRECT STREET 1 D.DO' SETBACK ACCESS DRIVEWAY LOCATED UllL eWT r(P ON EAST SIDE OF LOT. KWOK 6 39 I 40 I I 41 I 42 I 41 44 45 39 7. LOT 36 TAXES DIRECT STREET ACCESS. DRIVEWAY LOCATED ON SOUTH SIDE OF LOT- SEFRACK TYP C-9m 15 30 SKYRANCH SUBDNOON e6&k.�b 61'.1 LOTS 36-43 BLOCK 6 COMMON DRIVE EXHIBIT City of Meridian Department Report V11. Exhibits LOT 8 TAKES PRECT STREET I od ACCESS. DRIVEWAY LOCATED I I 26 w I 4N WEST SIPS OF LOT. a I n I 12Q.O4' FRONT I r I SI" WK TYP o II— ——— ------ 17 i 1S I r---- - - w I 12.W REAR 19 BLOCK 11 21 SEMACK TYP I g I I I 5.00' LSCPI ---` —J CufFER 2o-.aa' 4ouu4N ———————— — DR(VE 22 p 4 k------------ --� 23 LOT 3 TAKES DIRECT STREET ACCESS. ORrYEWAY LOCATED ON SOUTH SIDE OF LOT. -————————————— 24 c—cw C Iw IoL��=TE 15 8 15 34 1Oam6051� SKYRANCH SUBDIVISION 86AE.1ok3767 LOTS 18-23 BLOCK i 1 COMMON DRIVE EXHIBIT E V' N' Ph:(269)966--U74 [1f R WYIY�✓S W!f 1�M1!lY7119.tb11 City of Meridian I Department Report VII. Exhibits J. Building Elevations Skyranch Elevations t _ i� L 1✓ - City of Meridian Department Report VII. Exhibits K. Annexation Legal Description& Exhibit Map 4LSawtooth Land 5urvoymej, I -` - - � F- (206)a$"104 F; (2O8)3a8-5105 2030 5. Wa5hingtom Ave,.Emmett,ra 53C 17 Annexation Boundary Description BASIS OF BEARINGS for this legal erhtrlption Is North 89°43'40"1Ne5t,I etwetn a 5f8"r mr with no rip marking the 51J4 corner of Section 31 and an aluminum cap,PLS 7323 marking the m�uthwest corner of Section 31,T-3 N., R- 1 E., 9-M.,Ada CourHLy,Idaho. A parcel of land being the 5112 of the SE114 of the SW 114 of Section 31,TOWShlp 3 North,flange i East of the Boisa Meridian,Ada[aunty,Idaho, more particularly dewibed as follows; BEGINNING at a 51R"reber with no tap marking the SSJ4 corner of said Section 31; Thcngc North 84°134t7"wtJt,coincident with the south ling of said SEV4 of the SW114,a dirt ++f t vm--q� feet to a 5}R'r,eyar wtl on il"Ible cap tmking fire WIJ16 corner of said Section 31; Thence Ieaal ng shld south line, h#orth 0°08'07"West cDinddiwt with the viest line of said SE 1J4 of tite 54'IN a distance aP 669-16 f4mA to a if2"rebarirap PLS 5359 marking the NW Darner of Bald 5112 of the SEiJ4 of the S1N119; Thence south 89"8'22"East,aoincldent with the north line of saki 5112 of the SE114 of the 5 iJa,a distance of 1304.93 feet to the each Iim2 of said 5E114 of the SWI/4; Thence 5auth b"14'33"tiYM coincident with sand east line,670-94 feet to the POINT OF BEGINPUNG. The above descnbed oar❑ei wntans 20.039 acres, more or less- L ` � yl 11574 +{0� }+1F P 'ti2020kl EMTk1 ?0O50-wILLEMAN SUB CG',Survinyk0rawingskDescr+jiIipnuk12OG50-Af1P5ex LegBl.dvcx Page City of Meridian Department Report VII. Exhibits � 4/(iAJ01'Ati RC e rn I x�o'OItl�K dW.ns' �I a i i col ' I 8013 � f e- -s ar�•vru w ► 41WEX4TICUY BOUNDARY allLUr � EMME7T,ID83617 FZd6 398.8185 tadsd _ sir DAM i f �o- L fJ yVW4V.SA4S7kmT-huc� City of Meridian I Department Report VII. Exhibits L. Rezone Legal Description&Exhibit Map A&k 5awtooth Land 5urvey,ng, LLC 57-1 F:(208)398-8104 f;(208)398-6 105 1.-�—a 2030 S. Washington Ave„ CmmCa. ID 836 17 Rezone Legal Description BASIS OF BEARINGS for this legal description Is North 89°43'40"West,between the southwest corner and the 51/4 comer of Section 31,T.3 N.,R.1 E.,B.M.,Ada County,Idaho. A parcel of land being a portion of Government Lot 4 of Settlen 31,Township 3 North,Range 1 East of the Boise PHeridian,Ada County,Idaho,more particularly desarlbed as.feilows: COMMENCING at a 5/8"rebar with no cop marking the S114 corner of said Section 31; Thence North 89043'4D"West,coincident with the south line of the 5W114 of said Section 31,a distance of 1300.52 feet to the W1/16 corner of said Section 31 and the southeast comer of said Government Lot 4,marked by a 5/8"rebar/cap illegible; Thence North 0010"r West,calnddent with the east line of Bald C,avemrnent Lot 4,a distance of 25.00 feet to a 510"rebar/cap PLS 2471 and the POINT OF BEGINNING; Thence North 89°434D"West, parallel with said south sine,268,01 feet to a 5!9"rebarlcap PLS 11574; Thence North 00108'07"West, parallel with said east liner 2C7.59 feet to the centerline of the Rawson Canal, marked by a 5/8"rebaricap PLS 11574 witness comer, bearing South C01108'07"East,41,63 feet; Thence c❑incident with said centerline the fallowing three(3)course$and distances: Thence North 52"36'37"Westr 295.49 feet,marked by a 5/r r0aricap PLS 11574 reference monument,which bears North 321121r59"East,3111 feet;; Thence North 62113016"Westr 403.26 feet,marked by a 5/8"rebar/cap PLS 11574 reference monument,whkh bears North 27108'31"Last,33.00 feet; North 631303123"West,292.73 feet to the easterly right of way of S.Meridian Road,marked by a capper plug PLS 1194; Thence North OS114854"West,coincident wlth said easterly right of way,92.41 feet to an ldaha Transportati❑n Department brass cap; 7bence North OV.06'16"Wesk,coincident with said easterly right of way, 135.61 feet to a 518"rebarfcap PLS 1L574; Thence North 00'9737"West,mincident with said easterly right of way, 380.98 feet to an aluminum cap on the ' north line of said Government Lot 4; Thence South 891153'03"East,culncident with said north line, L129.32 feet to the northeast miner of said Government Lot 4,marked by a found chiseled X in a stone; P:%202p11 EMTt120D50-WiLLEMAN SUB CG%Survey%Drawin.3s1bescrlplrons1l2005a-Rezone Leg al.docx Page 11 City of Meridian I Department Report VII. Exhibits Thence South 00°48TW East,coincident with the east line of said Government Lot 4,a distance of 1313.33 feet to the P'oIrfT OP BEGINNING. The above described parcel contains 24.530 acres, more or less. o 1157 G EAG� P �2i720ti1 EMT't124050-VV6LLi= MAN SUE CG'•SurveylDrawingF;�.Ue3cripi ions tiI20050-Relnne teyigi CIO" Page 12 City of Meridian I Department Report VII. Exhibits !Yf1 wyrme aBVYR KRk a rs ar„r Pm �ID x N S It,WEE GOV'TLOr4 ISEC.31 r.3 IV,R!E.,Sm. . 1 1 f # CL- 11574 X.6 ifl1�.9f' N!1'�@4F YF d@IDI' �N Wa'oN N Im-Q b 2 i R!1�Hi SlL Im i'r'aww 1V,1d' $efilh GF'SEAk+ GNLEE318ff AWN Praoxaer I O VMEIUEVEWMa 20.W S.WASNINGT NAVE. Dt0 JF REZCWE 9OLlN 3�EKHTOrr ENNE7' IP$36I7 QfzS C016ER GROUP P: 208139"1004 PROAX70 �VD4{:OLINTY,IDAHO O P.ic;30-8105 u0m � 612U24 ad n rylr L CG WWW.5,4WTCCTHLS.COM City of Meridian I Department Report VII. Exhibits VIII. ADDITIONAL NOTES & DETAILS FOR STAFF REPORT MAPS,TABLES,AND CHARTS (link to Community Metrics) A. One-Mile Radius Existing Condition Notes This data is automatically derived from enterprise application and GIS databases, and exported dynamically. Date retrieved notes generally reflect data acquired or processed within the last 30- days.Analysis is based on a one-mile radius from the centroid of the identified parcel. Parcel based data excludes certain properties and represents land as it exists now. Properties considered are only those with a total assessed value greater than 0(i.e. excludes most HOA area,transitional development, government, and quasi government facilities). The following values also constrain included property acreage to reduce outliers and non-conforming instances from distorting averages: R-2<5.0; R-4<2.0; R-8< 1.0; R-15 <0.5; R-40<0.25. Conditional Use Permits and Preliminary plat data likely include duplicate project submittals as they may be for the same project, approved at different times through multiple application types. Consider each independently or review prior application approvals. Some approved entitlements, and particularly older ones,may be constructed. Decennial population counts and household counts are based on the most recent Decennial Census. Current population and current household values are COMPASS estimates,usually for the year previous, and are based on traffic analysis zone boundaries(TAZ's). B. Mixed Use Analysis Notes This data is derived from enterprise application and GIS databases, and exported dynamically. Data considered for analysis are only those areas overlapping the overall Mixed Use boundary area. Mixed Use areas across arterial roadways are distinct, separate, and not considered as they do not meet the mixed use principles in the Comprehensive Plan(e.g.pedestrian safety, transportation efficiency, etc.). Mixed Use parcel areas may be greater or smaller than the future land use area designation boundary due parcel size,configuration,right-of-way, and other factors. Conditional Use Permits and Preliminary plat data likely include duplicate project submittals as they may be for the same project, approved at different times through multiple application types. Consider each independently or review prior application approvals. C. Service Assessment Notes This data represents existing conditions derived from our enterprise application and GIS database, exported through dynamic reporting. The system references the most recent available data from various sources, including sewer main lines, sewer trunksheds, floodplain, fire service areas and response times,police crime reporting,pathway information,existing and planned transit, roadway improvements, school and park proximity, and other resources. The tool provides context for project review,using multiple indicators consistently. Data from similar topics may vary based on different levels of review. The overall score is based on weighted criteria(not a ranked order), and the percentile score compares the parcel to others in the city(higher is better). This tool was developed as a City Council priority and outcome of the 2019 Comprehensive Plan. Scores,whether high or low, are just one data point and should not be the sole basis for decisions. D. ACHD Roadway Infographic Notes The Ada County Highway District utilizes a number of planning and analysis tools to understand existing and future roadway conditions. • Existing Level of service(LOS).LOS indicator is a common metric to consider a driver's experience with a letter ranking from A to F.Letter A represents free flow conditions, and on the other end Level F represents forced flow with stop and go City of Meridian I Department Report VIII. Additional Notes&Details for Staff Report Maps, Tables, and Charts conditions. These conditions usually represent peak hour driver experience. ACHD considers Level D, stable flow,to be acceptable. The LOS does not represent conditions for bikes or pedestrians, nor indicate whether improvements: are possible; if there are acceptable tradeoffs; or if there is a reasonable cost-benefit. • Integrated Five Year Work Plan (IFYWP).The IFYWP marker(yes/no) indicates whether the specified roadway is listed in the next 5-years. This work may vary, from concept design to construction. • Capital Improvement Plan(CIP).The CIP marker(yes/no)indicates whether the specified roadway is programmed for improvement in the next 20-years. City of Meridian I Department Report VIII. Additional Notes&Details for Staff Report Maps, Tables, and Charts E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law for Summerlin West (H-2024-0023) by Laren Bailey, Conger Group, located on the east side of S. Locust Grove Road, between E. Lake Hazel and E. Columbia Roads in the SW 1/4 of Section 5, Township 2N, Range 1E. CITY OF MERIDIAN FINDINGS OF FACT,CONCLUSIONS OF LAW C�f[EFI AND DECISION& ORDER In the Matter of the Request for annexation and preliminary plat,by Laren Bailey, Conger Group. Case No(s). H-2024-0023 For the City Council Hearing Date of. December 17,2024(Findings on January 7,2025) A. Findings of Fact 1. Hearing Facts(see attached Staff Report for the hearing date of December 17,2024, incorporated by reference) 2. Process Facts(see attached Staff Report for the hearing date of December 17, 2024,incorporated by reference) 3. Application and Property Facts(see attached Staff Report for the hearing date of December 17, 2024, incorporated by reference) 4. Required Findings per the Unified Development Code(see attached Staff Report for the hearing date of December 17, 2024,incorporated by reference) B. Conclusions of Law 1. The City of Meridian shall exercise the powers conferred upon it by the"Local Land Use Planning Act of 1975,"codified at Chapter 65, Title 67,Idaho Code(I.C. §67-6503). 2. The Meridian City Council takes judicial notice of its Unified Development Code codified as Title 11 Meridian City Code, and all current zoning maps thereof. The City of Meridian has,by ordinance, established the Impact Area and the Comprehensive Plan of the City of Meridian, which was adopted December 17,2019,Resolution No. 19-2179 and Maps. 3. The conditions shall be reviewable by the City Council pursuant to Meridian City Code § 11-5A. 4. Due consideration has been given to the comment(s)received from the governmental subdivisions providing services in the City of Meridian planning jurisdiction. 5. It is found public facilities and services required by the proposed development will not impose expense upon the public if the attached conditions of approval are imposed. 6. That the City has granted an order of approval in accordance with this Decision,which shall be signed by the Mayor and City Clerk and then a copy served by the Clerk upon the applicant,the Community Development Department,the Public Works Department and any affected party requesting notice. 7. That this approval is subject to the Conditions of Approval all in the attached Staff Report for the hearing date of December 17,2024,incorporated by reference. The conditions are concluded to FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(SUMMERLIN WEST SUBDIVISION-H-2024-0023) - 1 - be reasonable and the applicant shall meet such requirements as a condition of approval of the application. C. Decision and Order Pursuant to the City Council's authority as provided in Meridian City Code § 11-5A and based upon the above and foregoing Findings of Fact which are herein adopted,it is hereby ordered that: 1. The applicant's request for annexation and preliminary plat is hereby approved per the conditions of approval in the Staff Report for the hearing date of December 17,2024, attached as Exhibit A. D. Notice of Applicable Time Limits Notice of Preliminary Plat Duration Please take notice that approval of a preliminary plat,combined preliminary and final plat, or short plat shall become null and void if the applicant fails to obtain the city engineer's signature on the final plat within two(2)years of the approval of the preliminary plat or the combined preliminary and final plat or short plat(UDC 11-613-7A). In the event that the development of the preliminary plat is made in successive phases in an orderly and reasonable manner, and conforms substantially to the approved preliminary plat, such segments,if submitted within successive intervals of two(2)years,may be considered for final approval without resubmission for preliminary plat approval(UDC 11-6B-7B). Upon written request and filed by the applicant prior to the termination of the period in accord with 11-6B-7.A,the Director may authorize a single extension of time to obtain the City Engineer's signature on the final plat not to exceed two(2)years. Additional time extensions up to two(2)years as determined and approved by the City Council may be granted. With all extensions,the Director or City Council may require the preliminary plat, combined preliminary and final plat or short plat to comply with the current provisions of Meridian City Code Title 11. If the above timetable is not met and the applicant does not receive a time extension,the property shall be required to go through the platting procedure again(UDC 1I- 6B-7C). Notice of Conditional Use Permit Duration Please take notice that the conditional use permit,when granted, shall be valid for a maximum period of two(2)years unless otherwise approved by the City. During this time,the applicant shall commence the use as permitted in accord with the conditions of approval, satisfy the requirements set forth in the conditions of approval, and acquire building permits and commence construction of permanent footings or structures on or in the ground. For conditional use permits that also require platting,the final plat must be signed by the City Engineer within this two(2)year period. Upon written request and filed by the applicant prior to the termination of the period in accord with 11-5B-6.G.1,the Director may authorize a single extension of the time to commence the use not to exceed one (1)two(2)year period.Additional time extensions up to two (2)years as determined and approved by the City Council may be granted.With all extensions,the Director or City Council may require the conditional use comply with the current provisions of Meridian FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(SUMMERLIN WEST SUBDIVISION-H-2024-0023) -2- City Code Title 11(UDC 11-5B-6F). Notice of Development Agreement Duration The city and/or an applicant may request a development agreement or a modification to a development agreement consistent with Idaho Code section 67-6511A. The development agreement may be initiated by the city or applicant as part of a request for annexation and/or rezone at any time prior to the adoption of findings for such request. A development agreement may be modified by the city or an affected party of the development agreement. Decision on the development agreement modification is made by the city council in accord with this chapter.When approved, said development agreement shall be signed by the property owner(s) and returned to the city within six(6)months of the city council granting the modification. A modification to the development agreement may be initiated prior to signature of the agreement by all parties and/or may be requested to extend the time allowed for the agreement to be signed and returned to the city if filed prior to the end of the six(6)month approval period. E. Judicial Review Pursuant to Idaho Code § 67-652 1(1)(d), if this final decision concerns a matter enumerated in Idaho Code § 67-6521(1)(a), an affected person aggrieved by this final decision may,within twenty-eight (28)days after all remedies have been exhausted, including requesting reconsideration of this final decision as provided by Meridian City Code § 1-7-10, seek judicial review of this final decision as provided by chapter 52,title 67,Idaho Code. This notice is provided as a courtesy; the City of Meridian does not admit by this notice that this decision is subject to judicial review under LLUPA. F. Notice of Right to Regulatory Takings Analysis Pursuant to Idaho Code §§ 67-6521(1)(d) and 67-8003, an owner of private property that is the subject of a final decision may submit a written request with the Meridian City Clerk for a regulatory takings analysis. G. Attached: Staff Report for the hearing date of December 17,2024 FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(SUMMERLIN WEST SUBDIVISION-H-2024-0023) -3- By action of the City Council at its regular meeting held on the 7th day of January 2025. COUNCIL PRESIDENT LUKE CAVENER VOTED COUNCIL VICE PRESIDENT LIZ STRADER VOTED COUNCIL MEMBER DOUG TAYLOR VOTED COUNCIL MEMBER JOHN OVERTON VOTED COUNCIL MEMBER ANNE LITTLE ROBERTS VOTED COUNCIL MEMBER BRIAN WHITLOCK VOTED MAYOR ROBERT SIMISON VOTED (TIE BREAKER) Mayor Robert E. Simison 1-7-2025 Attest: Chris Johnson 1-7-2025 City Clerk Copy served upon Applicant, Community Development Department,Public Works Department and City Attorney. 1-7-2025 By: Dated: City Clerk's Office FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(SUMMERLIN WEST SUBDIVISION-H-2024-0023) -4- COMMUNITY DEVELOPMENT C��fEPIDIAN*,, DEPARTMENT REPORT HEARING 12/17/2024 Legend DATE: Project Location TO: Mayor& City Council :=_Area of impact �= City Limits FROM: Linda Ritter,Associate Planner O Analysis 208-884-5533 -Iritter@meridiancity.org ��-- ,r--i 1 � APPLICANT: Laren Bailey, Conger Group -- '- e SUBJECT: H-2024-0023 Summerlin West Subdivision AZ,PP ° LOCATION: Located in the NW'/4 of the SW '/4 of Section 5, Township 2N, Range 1E, parcels: R5147110200, R5147110324, rn R5147110342 and S1405315235 I. PROJECT OVERVIEW A. Summary An annexation with zoning from RUT(Rural Urban Transition)to R-8 (medium density)and R-15 (medium-high density)and a preliminary plat application to allow for the development of a 367-lot subdivision consisting of 337 residential building lots and 28 common lots on 63.17-acres. B. Issues/Waivers • Kuna School District states they cannot serve the proposed development because the proposed plats in this zone are beyond district capacity. This proposed development will impact Silver Trail Elementary,Fremont Middle School,Kuna High School and Swan Falls High School zones which are already at or over capacity with the current enrollment. • Waiver for Block Face Length per UDC 11-6C-3F for E. Crimson Clover Drive exceeding the maximum requirement of 1,200 feet. • Waiver to keep the Rawson Canal open per UDC 11-3A-6. • Access management and potential impacts due to the close proximity of the private road (E. Cavalli Lane)to the proposed public road(Summerlin Drive). Staff feels the applicant and the adjacent property owner should coordinate to develop a shared access solution. C. Recommendation Staff recommends approval of the requested annexation and preliminary plat per the conditions of approval included in Section IV in accord accordance with Findings in Section V. D. Decision Approved with Conditions City of Meridian I Department Report 1. Project Overview II. COMMUNITY METRICS Table 1: Land Use Description Details Map Ref. Existing Land Use(s) Rural Urban Transition(RUT) - Proposed Land Use(s) Single-Family Residential - Existing Zoning RUT VII.A.2 Proposed Zoning R-8 and R-15 Adopted FLUM Designation Medium Density Residential,Low Density Residential VII.A.3 Proposed FLUM Designation Medium Density Residential,Low Density Residential Table 2: Process Facts Description Details Preapplication Meeting date 5/28/2024 Neighborhood Meeting 5/23/2024 Site posting date 10/28/2024 Table 3: Community Metrics Agency/Element Description/Issue Reference Ada County Highway District IV.G • Comments Received Yes, Staff Report - • Commission Action Required No - • Access S.Locust Grove Road - • Traffic Level of Service E - ITD Comments Received Yes,Letter IV.H Meridian Public Works Wastewater IV.B • Distance to Mainline 900 ft from property line • Impacts or Concerns • Sewer not yet available to site.Closest available sewer is 900 ft from property line • Must provide to and through to R8315200020 Meridian Public Works Water IV.B • Distance to Mainline 890'from existing water main however Hadler Subdivision would bring it within 70'once constructed. • Impacts or Concerns • Engineer to verify if there is a well onsite.If a well is located on the site it must be abandoned per regulatory requirements and proof of abandonment must be provided to the City. • Developer of Rescue Ranch has discuss running a water main down E Cavalli Ln with the City.Work with the developer of Rescue Ranch on water mains location. The City will not allow parallel water lines. So either: A. The water line is constructed in E Cavalli Ln and you tie into it;or B. The main gets constructed in Summerlin Drive and you provide an easement and stub to the property boundary. - Only phase 1 as shown in the phasing plan can be constructed with a single connection to the City's existing water infrastructure.A second connection(looping)is required before additional Phases will be approved. - If a road to the south is required provide a water main stub to the southern boundary. - Main down Locust Grove needs to be 12". City of Meridian Department Report II. Community Metrics School District(s) Kuna School District ' IVY • Capacity of Schools Silver Trail Elementary—At or over capacity - Fremont Middle School—At or over capacity Kuna High School—At or over capacity Swan Falls High School—At or over capacity • Number of Students Enrolled Silver Trail Elementary—At or over capacity - Fremont Middle School—At or over capacity Kuna High School—At or over capacity Swan Falls High School—At or over capacity Note: See City/Agency Comments and Conditions Section and public record for all department/agency comments received. Summerlin West AZ,PP H-2024-0023 (copy this link into a separate browser). Figure 1: One-Mile Radius Existing Condition Metrics Reference Parcel:IRS 147110200 Date Retrieved:2024/10/22 Parcel Count Parcel Acreage Infill Indicator: 325 1,268 Surrounding Area 56% Not city 1W 699 ® City Limits 989.4 ■ Not City Household Household& Population Growth ■ Households 02020 Population Change:116.2°I° Population ■Growth (Household and Population Change since 2010 Decennial) 1,000 2,000 3,000 4,000 Use Types Residential Addresses All Addresses ■ Single-family Multi-family is 0% Ap is ® Commercial Preliminary Plats (last 5-years) Conditional Use Permit(last 5-years) Proposed I I Proposed Pending I Pending Approved Approved 2000 4000 6000 0 10 20 30 .0 ■ Single-family ❑ Multi-family City of Meridian I Department Report II. Community Metrics 2.00 500 Single-family y T 1.50 (AResidential Parcel Diversity a 1.00 ISM c°� L 0 Parcel Count 0.50 0.67 0 42 m a *Average Acres 0.00 0'11 0 R-2 R-4 R-15 Average Single-family Density by Zoning Average 10.00 9.36 d �'J d- Density6.59 - 5.00 48� 0 2.42 . 1.49 o.00 Dwelling Units I Acre R-2 R-4 R-8 11-15 Notes: See VIII.Additional Notes&Details for Staff Report Maps,Tables,and Charts. Figure 2:ACHD Summary Metrics a Locust Grove Existing Lanes © Planned Lanes m Existing Level of Service Notable r Comments Q (Primary roadway impact) Programmed IFYP Programmed CIP Notes: See VIII.Additional Notes&Details for Staff Report Maps,Tables,and Charts. Figure 3: Service Impact Summary Ready Marginal Caution 46 SR C� ` Q ` ' Notes: See VIII.Additional Notes&Details for Staff Report Maps,Tables,and Charts. City of Meridian I Department Report II. Community Metrics III. STAFF ANALYSIS Comprehensive Plan and Unified Development Code(UDC) A. General Overview This property is designated Medium Density Residential and Low Density Residential on the City's Future Land Use Map (FLUM) contained in the Comprehensive Plan. The medium density residential designation allows for dwelling units at gross densities of three (3) to eight(8) dwelling units per acre. Density bonuses may be considered with the provision of additional public amenities such as a park, school, or land dedicated for public services. The low density residential designation allows for dwelling units at gross densities of three (3) dwelling units or less per acre. These areas often transition between existing rural residential and urban properties. Developments need to respect agricultural heritage and resources, recognize view sheds and open spaces, and maintain or improve the overall atmosphere of the area. The use of open spaces,parks, trails, and other appropriate means should enhance the character of the area. Density bonuses may be considered with the provision of additional public amenities such as a park, school, or land dedicated for public services. The proposed density for the 17.274 acres of land for the R-8 zoning district equates to 2.95 du/ac and 6.12 du/ac for the 46.691 acres proposed for R-15 zoning. The applicant states the proposed project has an overall gross density of 5.37 du/ac, meeting the required density range listed above. Stafffinds the proposed preliminary plat and requested R-8 and R-15 zoning districts to be generally consistent with the Future Land Use Map designation for medium and low density residential. The R-15 zoning designation, which allows for reduced lot sizes down to 2,000 square feet, provides flexibility for developers to support a diversity and variety of housing types. This can create a dynamic, multi-generational community where residents can transition through different stages of life (known as aging in place) while remaining in the same neighborhood. This type of zoning in conjunction with other designations should be used to support a diverse housing mix that supports long-term residency and continuity within the community,promoting stability and a sense of place for residents throughout different stages of life. Comprehensive Plan Policy 2.01.01 encourages diverse housing options suitable for various income levels, household sizes and lifestyle preferences. Comprehensive Plan policy 2.01.01 G states development should avoid the concentration of any one housing type or lot size in any geographical area;provide for diverse housing types throughout the City. Therefore, staff recommends the applicant provide a mix of dwelling type such as single family attached or townhomes within Block 2 (lots 2-12), Block 3 (lots 2-20), and Block 4(lots 2-20) of the proposed development as supported by the Comprehensive Plan within the R-15 zoning district. The City may require a development agreement(DA) in conjunction with an annexation pursuant to Idaho Code section 67-6511A. To ensure the site develops as proposed with this application, staff recommends a DA as a provision of annexation with the provisions included in Section IV. The DA is required to be signed by the property owner(s)/developer and returned to the City within six(6) months of the Council granting the annexation for approval by City Council and subsequent recordation. City of Meridian I Department Report III. Staff Analysis Table 4: Pro*ect Overview Description Details History Laredo Estates Subdivision Lots 2 and 3 Phasing Plan 6 Phases Residential Units 336 Single-family detached Open Space 15%required/24.36%and 15.39 acres provided Amenities Swimming pool facility,playground,picnic gazebo,pathways,tot lot, plaza sitting area and dog parks Physical Features Rawson Canal Acreage 63.17 acres Lots 367 lots(337 residential,25 open space and 3 common driveways) Density 6.12 du/acre(R-15)2.95 du/acre(R-8)overall 5.37 du/acre B. History The property resides within Ada County and is zoned RUT. Parcels R5147110200,R5147110324 and R5147110342 were originally part of the Laredo Estates Subdivision Lots 2 and 3. Lot 3 was later subdivided into two lots. C. Site Development and Use Analysis 1. Existing Structures/Site Improvements (UDC 11-1): The current use of the property is agricultural with one(1) residential property existing. The existing structure will be removed and the existing well and septic system will need to be abandoned as required. 2. Proposed Use Analysis (Comp Plan 2.01.02C, Comp Plan 2.06.01 G, Comp Plan 2.06.02D, UDC 11-2): The applicant is proposing single-family detached homes which are listed as a principal permitted use in UDC Table 11-2A-2 for the R-8 and R-15 zoning districts. Staff is recommending the applicant provide a mix of dwelling types within the residential area such as single family attached, or townhomes as supported by the Comprehensive Plan and the purpose statement of the UDC within the R-15 zoning district. Comprehensive Plan policy 2.01.01 C encourages the applicants to maintain a range of residential land use designations that allow diverse lot sizes, housing types, and densities. To support this policy staff recommends the applicant provide additional housing options (i.e. townhomes, single family attached) in the development. Comprehensive Plan policy 2.01.01 G states development should avoid the concentration of any one housing type or lot size in any geographical area;provide for diverse housing types throughout the City. Comprehensive Plan policy 2.06.02D encourages a diversity of housing, recreation, and mobility options to attract and sustain the local workforce. The Comprehensive Plan states the location and balance of land uses and densities should efficient and sustainable; enhance community identity;support a multimodal transportation network;provide housing choices near jobs, schools, shops, and parks; minimize conflicts between incompatible uses; and integrate development with existing and planned infrastructure. The Comprehensive Plan was updated to support a diversity of housing types for all income groups. 3. Dimensional Standards (UDC 11-2): The preliminary plat and future development are required to comply with the dimensional standards listed in UDC Table 11-2A-6 and 11-2A-7 for the R-8 and R-15 zoning districts. City of Meridian I Department Report III. Staff Analysis All proposed lots and public streets appear to meet UDC dimensional standards per the submitted preliminary plat. This includes minimum lot sizes of 2,000 -4,000 sq. ft. and required street frontages of at least forty(40)feet. The subdivision is proposed to develop in six(6)phases as depicted in Exhibit VII J,Figure 3. Development of the subdivision is required to comply with the subdivision design and improvement standards listed in UDC 11- 6C-3. Although the R-8 zoning meets the requirements of three(3) or less dwelling units per acre, it does not meet the intent of the low density residential FLUM designation as outlined in the Comprehensive Plan. Low Density Residential allows for the development of single-family homes on large and estate lots at gross densities of three dwelling units or less per acre. These areas often transition between existing rural residential and urban properties. Developments need to respect agricultural heritage and resources,recognize view sheds and open spaces, and maintain or improve the overall atmosphere of the area. The use of open spaces,parks, trails, and other appropriate means should enhance the character of the area. Density bonuses may be considered with the provision of additional public amenities such as a park, school, or land dedicated for public services. Staffs recommendation is to shift from an R-8 zoning designation to an R-2 or R-4 zoning with larger lot sizes (8,000-12,000 square feet) which aligns with the goal of creating a smoother transition between rural and urban properties. The emphasis on larger estate lots in the transition area serves several important purposes: • Preserving Rural Character:By opting for larger lots, the development can offer a buffer that respects the rural and agricultural heritage of the area, maintaining a sense of openness. • Recognizing Scenic View Sheds and Open Space:Larger lots allow for more open space, which can help preserve key views and create a less dense, more spacious environment. This approach is particularly valuable if the area has scenic or historic value that residents and the community wish to preserve. • Ensuring Compatibility: Transitioning with larger lots prevents a stark contrast between high-density urban properties and lower-density rural areas, helping to avoid potential issues with traffic, noise, and visual impacts for existing rural properties. • Enhancing Quality of Life:Maintaining open spaces and respecting the area's agricultural roots can contribute to a more cohesive community atmosphere, balancing growth with the preservation of the area's heritage. The recommendation supports a balanced growth approach that would be more sensitive to the area's unique character and appeal. Five(5)common driveways are proposed with this subdivision. The applicant has provided common drive exhibits which demonstrate no more than three(3)units are served whereas a maximum of 4 units are allowed. The common driveway meets the minimum width of twenty (20)feet and does not exceed the maximum length of one hundred and fifty(150)feet. Solid fencing adjacent to common driveways is prohibited,unless separated by a minimum five(5) foot wide landscaped buffer. D. Design Standards Analysis The proposed plat and subsequent development are required to comply with the dimensional standards listed in UDC Table 11-2A-6 and 11-2A-7 for the R-8 and R-15 zoning districts. The proposed lots comply with the dimensional standards of the above-mentioned districts. City of Meridian I Department Report III. Staff Analysis Ada County Highway District(ACHD)is requiring the applicant to dedicate additional right-of- way to total 39-feet from the section line of Locust Grove Road abutting the site. The applicant may need to revise their site plan to reflect this requirement. 1. Existing Structure: The current use of the property is agricultural with one (1) residential property and several outbuildings existing. The structures will be removed and the existing well and septic system will be abandoned as required. City utilities are required to be extended to serve the proposed development. 2. Qualified Open Space &Amenities (Comp Plan 2.02.00, Comp Plan 2.02.01B, UDC 11-3G): Based on the standards in UDC Table 11-3G-3, a minimum of 15% (or 12.05-acres) of qualified open space is required to be provided within the development. An open space exhibit was submitted as shown in Section J/71 G, that depicts 24.36% (or 15.39-acres) of open space that meets the required quality and qualified open space standards. Based on the standards in UDC 11-3G-4A, a minimum of thirteen (13) amenity points are required to be provided. The amenities proposed are a swimming pool facility,playground,pathways,pickle ball courts, soccer field, dog parks and several open space areas. All common open space areas are required to be landscaped with one deciduous shade tree for every 5,000 square feet of area and include a variety of trees, shrubs, lawn or other vegetative groundcover per UDC 11-3G-5B.3. The applicant needs to provide an amenity from the multi-modal group in order to meet the required standards. Comprehensive Plan policy 2.02.00 requires the applicant to plan for safe, attractive, and well-maintained neighborhoods that have ample open space, and generous amenities that provide varied lifestyle choices. Comprehensive Plan policy 2.02.0IB requires the applicant to evaluate open space and amenity requirements for consistency with community needs and values. 3. Landscaping (UDC 11-3B): i. Landscape buffers along streets UDC 11-2A-6 requires a twenty-five (25)foot wide buffer along arterial roads (S. Locust Grove) and a twenty(20)foot wide buffer is required along collector roads (Summerlin Drive prior to Delina Avenue and Barchetta Avenue). ii. Tree preservation Per UDC 11-3B-10,the applicant shall preserve existing trees four-inch caliper or greater from destruction during the development. Mitigation shall be required for all existing trees four-inch caliper or greater that are removed from the site with equal replacement of the total calipers lost on site up to an amount of one hundred(100)percent replacement(Example: Two(2)ten-inch caliper trees removed may be mitigated with four 5-inch caliper trees, five(5)four-inch caliper trees, or seven(7)three-inch caliper trees). Deciduous specimen trees four-inch caliper or greater may count double towards total calipers lost,when planted at entryways,within common open space, and when used as focal elements in landscape design. The applicant shall add a mitigation section to the landscape plan for trees meeting the criteria above that are removed. iii. Storm integration Per UDC 11-3B-11,the applicant shall meet the intent to improve water quality and provide a natural, effective form of flood and water pollution control through the integration of vegetated,well designed stormwater filtration swales and other green City of Meridian I Department Report III. Staff Analysis stormwater facilities into required landscape areas,where topography and hydrologic features allow if part of the development. Development will be required to meet UDC 11-3B-11 for stormwater integration. iv. Pathway landscaping Landscaping for pathways shall meet the requirements outlined in UDC 11-3B-12. The applicant is required to provide a landscape strip a minimum offive(5)feet wide shall along each side of the pathway. Designs are encouraged in which the width of the landscape strip varies to provide additional width to plant trees farther from the pathway,preventing root damage. The minimum width of the landscape strip shall be two (2)feet to allow for maintenance of the pathway. The landscape strips shall be planted with a mix of trees, shrubs, lawn, and/or other vegetative ground cover. The applicant is required to add pathway landscaping along the Rawson Canal. 4. Parking (UDC 11-3C): Off-street parking is required to be provided for each home based on the total number of bedrooms per unit as set forth in UDC Table 11-3C-6. On-street parking is also available on the proposed streets. i. Residential parking analysis The proposal will be required to meet the standards for parking as set forth in UDC H- 3C-6. 5. Building Elevations (Comp Plan 2.01.01 C,Architectural Standards Manual): Three(3) conceptual building elevations were submitted for the proposed subdivision as shown in Exhibit VITK. The applicant states the homes in the Summerlin West Subdivision will include 337 homes with a mix of different product types, two-story and single-story detached single-family homes. Buildings shall be designed with elevations that create interest through the use of broken planes, windows, and fenestrations that produce a rhythm of materials and patterns. Design review is not required for single-family detached structures. However, because the rear and/or sides of homes facing S. Locust Grove Road, S. Barchetta Avenue and the collector portion of Summerlin Drive will be highly visible, Staff recommends a DA provision requiring those elevations incorporate articulation through changes in two or more of the following: modulation (e.g.projections, recesses, step-backs,pop-outs), bays, banding, porches, balconies, material types, or other integrated architectural elements to break up monotonous wall planes and roof lines that are visible from adjacent public streets. Single- story homes are exempt from this requirement. Design review is required for single-family attached and townhomes. Design review will have to meet the requirements outlined in the City's Architectural Standards Manual. Comprehensive Plan policy 2.01.01 C encourages the applicants to maintain a range of residential land use designations that allow diverse lot sizes, housing types, and densities. To support this policy staff recommends the applicant provide additional housing options (i.e. townhomes, single family attached) in the development. 6. Fencing (UDC 11-3A-6, 11-3A-7): All fencing constructed on the site is required to comply with the standards listed in UDC 11- 3A-7. City of Meridian I Department Report III. Staff Analysis 7. Parkways (Comp Plan 3.07.01 C, UDC 11-3A-17): Per Comp Plan policy 3.07.01C appropriate landscaping,buffers, and noise mitigation with new development along transportation corridors(setback,vegetation,low walls,berms, etc.) is required. Per the UDC the minimum width of parkways planted with Class II trees shall be eight(8) feet. The width can be measured from the back of curb where there is no likely expansion of the street section within the right-of-way;the parkway width shall exclude the width of the sidewalk. Class 11 trees are the preferred parkway trees. The applicant is proposing a parkway along Summerlin Drive. E. Transportation Analysis 1. Access (Comp Plan 6.01.02B, UDC 11-3A-3, UDC 11-3H-4): Per UDC 11-3A-3,the intent of these standards is to improve safety by combining and/or limiting access points to collector and arterial streets and ensuring that motorists can safely enter all streets unless waived by City Council. Access to the property is proposed from Summerlin Drive via S. Locust Grove. Secondary access is proposed to be provided via a new north/south collector roadway (Barchetta Avenue) abutting the site's east property line. For Ada County Highway District not to limit the development to 1,000 trips per day or the final platting of 100 building lots until secondary access is provided, the applicant is proposing to construct an emergency access onto Locust Grove Road approximately 430 feet south of Summerlin Drive and in alignment with Ambervale Street. There is an approved stub street as part of the Hadler Subdivision located north of the site. There is an existingprivate road, Cavali Lane, separating this site and Hadler Subdivision that will be required to be closed at the intersection with Locust Grove when the parcels to the east being served by this roadway develop. To allow for the stub street that was approved as part of Hadler Subdivision to be extended in the future and allow for site circulation, the applicant was required to provide a stub street to the site's north property boundary line and in alignment with the stub street approved with Hadler Subdivision. Staff has concerns regarding access management and potential impacts due to the close proximity of the private road(E. Cavalli Lane) to the proposed public road(Summerlin Drive). Staff feels the applicant and the adjacent property owner should coordinate to develop a shared access solution.A shared access point could potentially reduce traffic congestion and simplify entry/exit points,particularly for larger developments and not leave fifty(50)feet of undeveloped land. See image below. City of Meridian I Department Report III. Staff Analysis I I I FUTURE RADLER SUBDIVISION E CA I I I E.GAVALLI LANE(PRIVATE) RESCUE RANCH IC BLOCK 12 1c ��+ SUBDIVISION E.SUMMERLIN DRIVE----- - IC ti I xromieouaP I 8 BLOCK w BLOCKS 4 2 m�E uvp aw u�iE 10 8C 7 6 i i 3 2 2 3 I MFMAX.RLXO6]E12 iC 6 3 07 �` INIPLATTED I I \ 4 RIR I 11 �_—__E.HILLSGATE STREET__—_� 7 12 i 8 3i `` 6 I 13 ( 2 3 4 5 6 7 8 10 8 S3 7 _ L� l BLOCK 2 _ G B K 7 [[i IC ac 11C 10 32 10 31C17 i6 ii 1AN30 .---- 12—E.PAelRYALE STREET—_—_—_ 13 28 i TOT LO7 �, ii rD The applicant needs to provide a stub street to parcel#R8315200030 to the south of the property. Per ACHD, other than access specifically approved with this application, direct access to Locust Grove is prohibited. 2. Multiuse Pathways (UDC 11-3A-5): Multiuse pathways shall be constructed in accord with the city's comprehensive plan, the Meridian Pathways Master Plan, the Ada County Highway District Master Street Map and Roadways to Bikeways Master Plan. Detached ten (10)foot wide sidewalks (multiuse pathway)shall be provided along S. Recreation Avenue and Locust Grove Road frontages. 3. Pathways (Comp Plan 4.04.01A, UDC 11-3A-8): All pathways should be constructed in accord with the standards listed in UDC 11-3A-8. Comprehensive Plan policy 4.04.01A ensure that new development and subdivisions connect to the pathway system. The Master pathway plan requires a 10 foot multi-use pathway along the north side of the Rawson Canal and the west side of Barchetta Avenue. The plat map does not appear to show a sidewalk along Locust Grove Road and only a five(5)foot sidewalk along Barchetta Avenue. The applicant needs to revise the preliminary plat and landscape plans to show the detached ten (10)foot wide sidewalks. 4. Sidewalks (UDC 11-3A-17): All sidewalks constructed as part of this proposal are required to comply with the standards listed in UDC 11-3A-17. 5. Private Streets (UDC I1-3F-4): There are no private streets proposed for this development. City of Meridian I Department Report III. Staff Analysis 6. Subdivision Regulations (UDC 11-6): i. Common driveways Per UDC 11-6C-3D, common driveways shall serve a maximum of four(4) dwelling units. In no case shall more than three(3)dwelling units be located on one(1) side of the driveway. The applicant is proposing five (5) common driveways that meet the dimensional requirements as outlined in the UDC. ii. Block face UDC 11-6C-3-regulates block lengths for residential subdivisions. Staff has reviewed the submitted plat for conformance with these regulations. The intent of this section of code is to ensure block lengths do not exceed 750 ft, although there is the allowance of an increase in block length to 1,000 feet if a pedestrian connection is provided. In no case shall a block face exceed one thousand two hundred(1,200)feet,unless waived by the City Council. It appears that several blocks exceed 750 feet, but the applicant has provided a pedestrian connection as allowed by UDC 11-6C-3. However, E. Crimson Clover Drive exceeds the maximum block length of 1,200 feet by 665 feet(1,865 feet). The applicant has requested a waiver from Council for exceeded block length. F. Services Analysis 1. Waterways (Comp Plan 4.05.OID, UDC 11-3A-6): Per UDC 11-3A-6, requires limiting the tiling and piping of natural waterways, including, but not limited to, ditches, canals, laterals, sloughs and drains where public safety is not a concern as well as improve,protect and incorporate creek corridors (Five Mile, Eight Mile, Nine Mile, Ten Mile, South Slough and Jackson and Evan Drains) as an amenity in all residential, commercial and industrial designs. When piping and fencing is proposed, the standards outlined in UDC 11-3A-6B shall apply. Comprehensive Plan policy 4.05.OID requires improving and protecting creeks and other natural waterways throughout commercial, industrial, and residential areas. The Ada County Highway District(ACHD)stated a bridge is required to be constructed on Barchetta Avenue over the Rawson Canal as it runs east and west along the site's southern property line. The cost of the construction for the bridge will be shared by the properties to the east once they develop.ACHD is requiring the applicant to provide a road trust deposit prior to the district signing the first final plat for'/ of the widening of the bridge on Locust Grove over the Rawson Canal and a road trust deposit for the crossing on Barchetta Avenue over the Rawson Canal to allow for construction of the bridge in the future. The applicant will need to request a Council waiver to keep the Rawson Canal open. 2. Pressurized Irrigation(UDC 11-3A-15): The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(UDC 11-3B-6). The applicant should be required to use any existing surface or well water for the primary source. If a surface or well source is not available, a single- point connection to the culinary water system shall be required. If a single point connection is utilized, the developer will be responsible for the payment of assessments for the common areas prior to prior to receiving development plan approval. 3. Storm Drainage (UDC 11-3A-18): An adequate storm drainage system is required in all developments by the City's adopted standards, specifications, and ordinances. Design and construction shall follow best City of Meridian I Department Report III. Staff Analysis management practices as adopted by the City as outlined in UDC 11-3A-18. Storm drainage will be proposed with a future Certificate of Zoning Compliance application and shall be constructed to City and ACHD design criteria. 4. Utilities (Comp Plan 3.03.03G, UDC 11-3A-21): Ensure development is connected to City of Meridian water and sanitary sewer systems and the extension to and through said developments are constructed in conformance with the City of Meridian Water and Sewer System Master Plans in effect at the time of development. All utilities are available to the site. Water main,fire hydrant and water service require a twenty foot(20) wide easement that extends ten (10)feet past the end of main, hydrant, or water meter. No permanent structures, including trees are allowed inside the easement. Comprehensive Plan policy 3.03.03G require urban infrastructure be provided for all new developments, including curb and gutter, sidewalks, water and sewer utilities. City of Meridian I Department Report III. Staff Analysis IV. CITY/AGENCY COMMENTS & CONDITIONS A. Meridian Planning Division 1. A Development Agreement(DA)is required as a provision of annexation of this property. Prior to approval of the annexation ordinance, a DA shall be entered into between the City of Meridian,the property owner(s) at the time of annexation ordinance adoption, and the developer. A final plat will not be accepted until the Annexation ordinance and development agreement are approved by City Council. Currently, a fee of$303.00 shall be paid by the Applicant to the Planning Division prior to commencement of the DA. The DA shall be signed by the property owner and returned to the Planning Division within six(6)months of the City Council granting the annexation. The DA shall, at minimum,incorporate the following provisions: a. Future development of this site shall be generally consistent with the preliminary plat, landscape plan,phasing plan,and conceptual building elevations for the single-family dwellings included in Section IV and the provisions contained herein. b. The rear and/or sides of 2-story structures that face S. Locust Grove, S. Barchetta Avenue and Summerlin Drive prior to S. Steeple Avenue shall incorporate articulation through changes in two or more of the following: modulation(e.g.projections,recesses, step-backs,pop-outs),bays,banding, porches,balconies,material types, or other integrated architectural elements to break up monotonous wall planes and roof lines. Single-story structures are exempt from this requirement. 2. Provide a mix of dwellia�,,type stieh as sin0e family a4aehed-ef tevwhemes within Bleek 2 (lots 2 12) >?leek 3 /1 is 2 20) and Week n (lots 2 20) f the ,l development c�irvpvvecr-crcv cw�srxrcn c-&a 3. The Preliminary Plat included in Section VII, dated 10/10/24,is approved with the following revisions: a. All utility easements reflected on the utility plan shall be included on the final plat. b. All pathways and micropathways shall be within a separate common lot or easement as required per UDC 11-3A-8. e.Revise the i3W Faai3 e shift to r-efleet R2 en ^ , e f r lots 31 71.Bloek 1 and i3r-evide a leeal deser-i- ion. Submit to the Givy fifteen(15) day"r-ier-to the City Getinei dProvide a stub read from E. Suimmer4in Drive to i3afee 3 1-55i 0. e. Revise preliminary plat map to show the right-of-way dedication along S. Locust Grove Road. 4. The Landscape Plan included in Section VII, dated 5/28/24, shall be submitted for review and approval with the following revisions prior to final plat approval: a. Show the ten(10) foot wide detached sidewalks along the east side frontage of Locust Grove Road and the west side frontage of Barchetta Avenue. b. Add pathway landscaping along the south side of the Rawson Canal. c. Add shrubs/ornamental grasses/perennials to the pathway within Lot 1 C,Block 1 and Lot 11 C,Block 11. City of Meridian I Department Report IV. City/Agency Comments &Conditions 5. Provide an amenity from the multi-modal group in order to meet the required standards per UDC 11-3G-4. 6. The applicant shall comply with the open space exhibit approved as part of this plat application that depicts 24.36%(or 15.39-acres) of qualified open space and exceeds the required amenity points. 7. Prior to signature on the final plat by the City Engineer,the applicant shall submit a public access easement for the multi-use pathway along S. Locust Grove to the Planning Division for approval by City Council and subsequent recordation or unless required by ACHD. 8. The applicant shall construct all proposed fencing and/or any fencing required by the UDC, consistent with the standards as set forth in UDC 11-3A-7 and 11-3A-6B, as applicable. 9. The development shall comply with standards and installation for landscaping as set forth in UDC 11-3B-5 and maintenance thereof as set forth in UDC 11-3B-13. 10. Pathway and adjoining fencings and landscaping shall be constructed consistent with the standards as set forth in UDC 11-3A-7A7, 11-3A-8 and 11-313-12C. 11. The development shall comply with all subdivision design and improvement standards as set forth in UDC 11-6C-3, including but not limited to driveways,easements,blocks, street buffers, and mailbox placement. 12. Off-street parking is required to be provided in accord with the standards listed in UDC Table 11-3C-6 for single-family detached dwellings based on the number of bedrooms per unit. 13. All common driveways shall meet the requirements of 11-6C-2-D including a perpetual ingress/egress easement being filed with the Ada County Recorder,which shall include a requirement for maintenance of a paved surface capable of supporting fire vehicles and equipment. 14. A Certificate of Zoning Compliance and Design Review application shall be submitted and approved for the proposed gathering barn and pool area prior to submittal of a building permit application. The design of the site and structures shall comply with the standards listed in UDC 11-3A-19;the design standards listed in the Architectural Standards Manual. 15. A Design Review application shall be submitted and approved for the single-family attached and townhomes. The design of the structures shall comply with the standards listed in the Architectural Standards Manual. 16. The Applicant shall have a maximum of two(2)years to obtain City Engineer's signature on a final plat in accord with UDC 11-6B-7. 17. The Applicant shall comply with all conditions of ACHD. 18. Staffs failure to cite all relevant UDC requirements does not relieve the applicant from compliance. B. Meridian Public Works See public record(copy the link into a separate browser) https:llweblink.meridiancit.og WWebLink/Browse.aspx?id=351919&dbid=0&redo=MeridianCit X City of Meridian I Department Report IV. City/Agency Comments &Conditions C. Meridian Park's Department See public record(copy the link into a separate browser) https://weblink.meridiancity.orz/WebLink/Browse.aspx?id=351919&dbid=0&repo=MeridianCit Y D. Irrigation Districts 1. Boise Project Board of Control See public record(copy the link into a separate browser) https://weblink.meridiancity.orzlWebLink/Browse.aspx?id=351919&dbid=0&repo=Meridia nCi E. Idaho Department of Environmental Quality(DEQ) See public record(copy the link into a separate browser) hggs://weblink.meridianciV.org/WebLink/Browse.aspx?id=351919&dbid=0&repo=Meridian Cit Y F. Kuna School District See public record(copy the link into a separate browser) https://weblink.meridiancioy.org/WebLink/Browse.aspx?id=351919&dbid=0&repo=MeridianCit Y G. Ada County Highway District(ACHD) See public record(copy the link into a separate browser) https://weblink.meridianciU.org/WebLink/Browse.aspx?id=351919&dbid=0&repo=MeridianCit Y H. Idaho Transportation Department(ITD) See public record(copy the link into a separate browser) https://weblink.meridiancioy.org/WebLink/Browse.aspx?id=351919&dbid=0&repo=MeridianCit Y I. Ada County Development Services See public record(copy the link into a separate browser) https://weblink.meridiancity.org/WebLink/Browse.aspx?id=351919&dbid=0&repo=MeridianCit Y V. FINDINGS A. Annexation and/or Rezone(UDC 11-5B-3E) Upon recommendation from the commission,the council shall make a full investigation and shall, at the public hearing,review the application. In order to grant an annexation and/or rezone,the council shall make the following findings: 1. The map amendment complies with the applicable provisions of the comprehensive plan; Commission finds annexation of the subject site with an R-8 and R-15 zoning designation is consistent with the Comprehensive Plan Medium Density Residential and Low Density Residential FL UM designation for this property, if the Applicant complies with the provisions in Section IV. City of Meridian I Department Report V. Findings 2. The map amendment complies with the regulations outlined for the proposed district, specifically the purpose statement; Commission finds the lot sizes and layout proposed will be consistent with the purpose statement of the residential districts in that housing opportunities will be provided consistent with the Comprehensive Plan. 3. The map amendment shall not be materially detrimental to the public health, safety, and welfare; Staff finds that the map amendment will not be detrimental to the public health, safety and welfare. 4. The map amendment shall not result in an adverse impact upon the delivery of services by any political subdivision providing public services within the city including,but not limited to, school districts; and The school district states they cannot serve the proposed development because the proposed plats in this zone are beyond district capacity. This proposed development will impact Silver Trail Elementary, Fremont Middle School, Kuna High School and Swan Falls High School zones which are already at or over capacity with the current enrollment. Unlike West Ada School District, the Kuna School District does not have a lot of options when it comes to busing students to different schools or redrawing the school boundaries. 5. The annexation(as applicable)is in the best interest of city. Commission finds the proposed annexation is in the best interest of the City if the property is developed in accord with the provisions in Section IV. B. Preliminary Plat(UDC-613-6) In consideration of a preliminary plat,combined preliminary and final plat,or short plat,the decision-making body shall make the following findings: 1. The plat is in conformance with the comprehensive plan and is consistent with this unified development code; Commission finds the proposed plat is generally in conformance with the UDC if the Applicant complies with the conditions of approval in Section IV. 2. Public services are available or can be made available ad are adequate to accommodate the proposed development; Commission finds public services can be made available to the subject property and will be adequate to accommodate the proposed development. Sewer is approximately 900 feet from the property line and the property owner must provide sewer to and through parcel R8315200020. The water mainline is approximately 890 feet away from the property. The development of the Hadler Subdivision will bring the water main line within 70 feet of the property. 3. The plat is in conformance with scheduled public improvements in accord with the city's capital improvement program; Commission finds the proposed plat is in substantial conformance with scheduled public improvements in accord with the City's Capital Improvement Program. 4. There is public financial capability of supporting services for the proposed development; Commission finds there is public financial capability of supporting services for the proposed development. City of Meridian I Department Report V. Findings 5. The development will not be detrimental to the public health, safety or general welfare; and Commission finds the proposed development is not detrimental to the public health, safety, and general welfare. 6. The development preserves significant natural, scenic or historic features. Commission finds the development is preserving the Rawsom Canal by keeping it open as a natural feature. VI. ACTION A. Staff: Staff recommends approval of the requested annexation and preliminary plat per the conditions of approval included in Section IV in accord accordance with Findings in Section V. B. Commission: The Meridian Planning&Zoning Commission heard these items on November 19,2024. At the public hearing,the Commission moved to recommend approval of the subject annexation and preliminM plat requests. 1. Summary of Commission public hearin. a. In favor: Hethe Clark representingt he applicant, b. In opposition: None c. Commenting. Tony and Jeanie Mayer,Anna B Canning,David Crawford,Jason ReddX representing Kuna School District d. Written testimony: Tony and Jeanie Mayer,Anna B Canning,Laren Bailey,Robert Bruno e. Staff presenting application: Linda Ritter f Other Staff commenting on application: Bill Parsons 2. Key issue(s)of public testimony a. Cavalli Lane,Kuna School District student capacity,were the neighborhood meeting requirements met 3. Key issue(s)of discussion by Commission: a. Cavalli Lane,Kuna School District student capacity,were the neighborhood meeting requirements met 4. Commission change(s)to Staff recommendation: a. Deleted conditions 2 and 3d 5. Outstandingissue(s)for City Council: a. None C. City Council: The Meridian City Council heard these items on December 17,2024. At the public hearing.the Council moved to approve the subject annexation and preliminary plat requests. 1. Summary of the City Council public hearing: a. In favor: Hethe Clark representing the applicant b. In opposition:None c. Commenting:None d. Written testimony:None e. Staff presenting application: Linda Ritter f. Other Staff commenting on application: Bill Parson 2. Key issue(s)of public testimony: a. None 3. Key issue(s)of discussion by City Council: a. Kuna School District student capacity and enrollment issues City of Meridian I Department Report VI. Action 4. City Council change(s)to Commission recommendation. a. Deleted condition 3c. City of Meridian I Department Report VI. Action ' 1 1 •. Locationct. .. Fall LAKE HAZEL _ Analysis 1-;�- • Legend MEN • � �r �%i1i11•i=�1 Project • • • �nnull�nl•' 1 111111g11-nm Area mpac Analysis RUT C-C L-AKE HAZEL , a o rr � 12u1 nll 1��•��J , COL-UMBRA ■ ;_� `� � � II�1 1■ ■ --- II„IIIIIrr ■ Ilnl�N�;••rpnri 111111� �e �^rd'iih�tihh'�I �■■ �- h 3. Future Land Use Legend i� Project Location Area of Impact q,, ® � } O Analysis r Med-High Density'':: 1 Civic, Residential Me�ium gpw Density Residential � r r . r r r B r e r Low Density ` o Residential ' D I I 4. Planned Development Map Legend ._ '_ ME ®® Project Location �® Area of Impact ®®99 C ®® T City Limits __ _ _ 1 HUI E — Planned Parcels ; t,LL oAnalysis r 1 1 Jf I 1 1 1 1 —I� e D � City of Meridian Department Report VII. Exhibits 5. Map Notes Nearby Recent Preliminary Plats (within last 5-years) H-2021-0020 H-2021-0062 H-2022-0036 Nearby Recent Conditional Use Permits(within last 5-years) H-2019-0123 H-2020-0009 H-2020-0057 H-2020-0127 H-2021-0087 H-2021-0086 H-2018-0043 H-2017-0129 H-2020-0056 H-2022-0036 H-2022-0064 H-2023-0047 H-2023-0050 H-2024-0014 B. Subject Site Photos AMW Air. t o,e 7-717 "- City of Meridian Department Report VII. Exhibits C. Service Accessibility Report PARCEL RS147110200 SERVICE ACCESSIBILITY Overall Scare: 8 2nd Percentile Location Within 1/2 mile of City Limits YELLOW Extension Sewer Trunkshed mains 500-2.000 ft. from parcel YELLObV Floodplain Either not within the 100 yr floodplain or > 2 acres GREEN Emergency Services Fire Response time < 5 min. GREEN Emergency Services Police Not enough data to report average response time RED Pathways Within 1/4 mile of current pathways GREEN Transit Not within 1/4 of current or future transit route L RED Ultimate configuration (#of lanes in master streets Arterial Road Buildout Status plan) > existing (# of lanes) & road IS NOT in 5 yr work ED plan School Walking Proximity Not within 1 mile walking a ED School Drivability Not within 2 miles driving of existing or future school F,ED Either a Regional Park within 1 mile OR a Community ParkWalkability Parkwithin 1/2 mile OR a Neighborhood Parkwithin GREEN 1/4 mile walking City of Meridian I Department Report VII. Exhibits D. Annexation Legal Description& Exhibit Map A Description for Annexation Summed in Subdivision June 12,2024 All of Lots 2 and 3, Block 1, Laredo Estates Subdivision as filed in Book 59 of Plats at Pages 5500 and 5501, records of Ad a County, Idaho and unplatted portions of the Southwest 114 of Section 5,Township 7 North, Range 1 East, Boise-Meridian,Ada County, Idaho more particularly described as follows- Commencing at the Section corner common to Sections 5,B, 7 and 8,T.2N., R.1 E„ B.M.,from which the 114 corner common to said Sections 5 and 6 bears,North 00 04'42'West, 2655.92 feet;thence on the west boundary line of said Section 5, North OQ°04'42"West, 973.33 feet to the POINT OF Bt=GINN[N , thence continuing, North OO°O4'42"West 1,138.85 feet to the westerly prolongation of the southerly boundary line of Rescue Ranch Subdivision as filed in Book 106 of Plats at Pages 14734 through 14736, records of Ada County, Idaho; thence leWrrg sold west boundary line on said southerly boundary line and the westerly prolongation thereof the following seven(7)courses and distanaes- South 89°52'36"East,696.77 feet; South 68°53'16"East, 332.83 feet, South 31°38'd0"East, 154.12 feet; South 64034'41"East, 290.51 feat; South 48'18'53"East, 155.34 feet; North 00'04'42"west, 536.82 feet; South 89`52'36"East, 1,192.35 feet to the Southeast corner of said fescue Ranctti Subdivision; thence on the north-south centerline of said Section 5, South OO°OO'59"West, 1.081.82 feet to the Northeast corner of Tamarack Ridge Subdivision.as filed in Book 59 of Plats at Pages 5672 and 5673, records of Ada County, Idaho; thence leaving said north-south centerline on the northerly boundary line of said Tamarack Ridge Subdivision the following seven(7)courses and �� t4+Vp - distances: North 61 W'52'1Wast, 361.44 feet; � � �� 4WD South 82W31"West, 182.68 feet; ox North BV56'01"West, 362.91 feet; �y cpj: p� Me Page 1 of 2 City of Meridian I Department Report VII. Exhibits 314.02 feet on the we of a curve to the left having a radius of�67.40 feet, a central angle of 67'1703", and a long chord which bears South 7962527" West, 296.28 feet; South 45°4656"West, $29.67 feet; South 57°2+4'55"West, W,12 feet; South 67°2T'28"West, 176.39 feet to the Northwest corner of said Tamarack Midge Subdivision,coincident with the Northeast comer of Lot 4, dock I of said Laredo Estates Subdivision; thence learning the northerly boundary of said Tamarack midge Subdivision on the northerly boundary line of said Lot 4 and the westerly prolongation thereof the following three(3)courses and distances: North 87°28'39"West, 78.ODfee; N orth 59°2339"West,474.00 feet; North 51"21'39"West, 214.44 feet to the POINT OF BEGINNING, Containing E33.9135 acres, more or less. End of Description. L A A+4 � \1kCJEHSC/ 1177 O p F k * * 1oicCN�A Page 2 of 2 City of Meridian Departirient Report VII. Exhibits ss � AD Amu - Z �f Anck Aa § S&9'S2'% r �SB9'52'313'E @ — ��% . ��£ ■ & # @ k . A ./ ¥ § § ` §. a % J ±61 Acre./§ w m / ® POW Of A Begonning k $ i) . Ridge Ar �2 a¥ 3C LB 10 j 2 I Line a We �\ \ | kTV& * ,, . ■¥� \ u SJI'36'40"E11 S.b & _ L2 »e "% 155 _- -- - . iA 5.7 5.8 Columbia R to 2 ,9 ,�2A L a 55w , ,2 5 21:7'28'w 17■,3, y 0 5 R «w MOD, rL 7 I§ 7 �L�7 7"% 2 4 � 0 1 Curve Tuble me a_ L"m Radius 0L.1t. Chord Berg CMM Lg a 2z A 6,fD S 2 , 2a Scale; 01002& kD 60 UhU! Df-u.i for _ IDAHO Annexatlon 22-_ SURVEY mmm ' bdfl - No, GROUP, L C AN &Lt. 2 — 3, Nk & L � Et— l am _gym �. k. _ a_ as _ 5. T- ee B W. _ �* m_ _ City of Mell*pI Department Report Vttxƒi! E. Preliminary Plat(date: 10/10/2024) all o �lill�li�11l1!!,llal�ll��19p9 ;��lpil� �lil i iEJill 1111'i R --------------------- 3 IF II r�. aM F f � 6.f. e 1I;i'i jlli jl�ll ipg5'I€i��s� i I pi�l^;"'�� 11�I iI H lil 9 i;1 lio Hal Ill, li it i'pISI �i �iy�l Hilin Ill l•11., ji II liial° ��I �� C C '�il s .! 1 Ili lilii� i�11a9 .� of Ifiii ii i 4 a .I SUMM[RLIMSUBMISIDN � _ u•p� �c�w�uc 01 caeis�run rm� City of Meridian I Department Report VII. Exhibits F. Landscape Plan(date: 6/10/2024) 1 -- 9 - - - AM I - , ,7• -I a i - I I! i f� S U M M E R L I N SUBDIVISION �I o MAY]8,]011 JE�:':E'.EELTB 1. MERIDIAN, ID PRELIMINARY PLAT LANDSCAPE PLAN -E ® r ' cam: . S U M M E R L I N SUBDIVISION I'a MER„DIAN, ID PRELIMINARY PLAT LANDSCAPE PLAN ...,.., .n..,,.... ,-.:....:_ City of Meridian I Department Report VII. Exhibits �alllllllllllllllll��Oq 1111111111 � � a �111llllllllllld � � d III ON � Q Bill se 0� o� ao a� s0 as w � 0 � � aao � 1 11;j� � �11111�111 wr- � '. wwwwww�w�w� wa_wwl wwl H. Block Length `i -------._._._._._f WC--- a --------------- — — — — — — — — — —►�R— -------i I I 1 f Ig 1 .1 19 ---- 1 i � lam_ f ` " . e= .1 ! f l I � l I f I I F a a wucNTr.�ven. 1 y�E ror�e on�ww eum�ra� m 3umKRUM S{lYW mom aK na ""io anxrcw�.uc 15! 1� e�an un�mw�ar �1•:�-:e::s::sa:::, City of Meridian I Department Report VII. Exhibits I. Common Driveways _ F�RTri IL 8111iIImII N KHWJW a -•S- M1 l\\ M rw r - c, I I 1 � 1 I � � 9111.CYING I 17' T I _#-':: ORIENTATION I ' 1Y t7 ' 13 p3 O 3' ' ` LOC6K 5 L--------- ---J r 4 I I I ,F 29'- SULDING 117 L_ _J L— �•l:ta: ORIENTATION 1 L—___--___ ___J CRIVEWAY{TYP_ BIILdNG 1 77 ONENTAMN . 4. ----------- ----+ 1 BUILDING it ORIENTATION lg A�i fY? ;�2VY- 10 I 7Y �aT BUILDING ORIENTADDN '„ 10111124,�4 $i BACKUNE(TYP.] t �fIN P• ` +0 sa u 40 SCALE:1:40 SUhAMERIN SUBDIVISION D' ZY11.INNOVATONS ne�o ora�a �■ rm r�iu »uwr� � F�R�4N.OA16 sax wra rw sz i�im¢onns ■uaA�r�rn suu us[rr 4 GC,1�N YM DFfVEWAY EXHIBIT osc so-o- vi m c 9Q1YG !I OfY City of Meridian I Department Report VII. Exhibits FIRTH IL SUYIiIIIIIIIILIN UI - _ -- - - - - --E-SUMMERLIN DRIVE I I I I I BULLING OENTATION RI I I 2 Z S I ;, � 1 34 L----- ------------J BLOCK 1 I } I I } # I i } # ram---- - _� 8G I 7 INI j '7 m I I a I M + 1 I I I -4 1 1 4 I 1 1 I I I sunDwr-, 1 I I I I I I ORIENTATION i i -j L J L _ J r• r r _ 12' 1 Y7 -}- BUILDING ,J T•{ RIVEWAY 1 ORIENTATION � �-} 1 6NILL91alRTfiSTREFf I BUILDING I ORIENTATOR *~"L, r----a _ ------- .I r 1 ORIENTATION _ V �,t TR 5 L----- ---- ------� 7`RL�+1 SETBACK LINE FW.) 11 IO A U 40 fIN P UMMERIM SUBDIVISION COQCIVIL INNDVATIDNS rRBFl39 CJXAL{ L........... XG XC.X XG B IERVAN.LAWO . ° rwu m ar R DRNEYMY ElHI91T �� ocozo_ is m s¢r�n oun City of Meridian Department Report VII. Exhibits I e FAkTH 4 * - ! I { v xT i� Q I '+ SETRACK LINE[TIP.] R, t + I " I BUILDING I 17 + f:,*f' dRENTATION � y L:_____,___ ___,_J r..r-. - .- "" . *i • °b r----------- ----1 i F.CRIMSON CLOVER DRIVE I 12 - - - - IIuIDING CWENTATION j 6RIVEWAY{TYP" &C rq 9ulDIN6 ORIENTATION a I I I L-,___::___- I I I I I T 7 I I 71 I I 72 I � ~� 9LII.QINC � I i � I -tr F_=- OREFIfATION I } I S I - ~ a I I 7~ a I t_______________aa__a_ _ -� I I I I 1 I I I j I 17 t I I } I k I 73+G I a I I j IRRIGATION POND � - -•fir;�-{" '• I �111!62 "y 50 'Y 3 di IA 21 4 6 40 Jr s SGW F:IAO SUMMERIN SUBDIVISION CIVI L IN N OVATI D N S Q ra rese on,u C Lerl xeee x¢ r�IL: »ou a�wa.y xWRIAMADAHO 'e DRP&YMY EMENr t,c�suo- rl vcilio ��orn City of Meridian Department Report VII. Exhibits c64 lioeix; r-- --� r--- ---, r——————————— ———i v 12 3' 1 i i3 1 ` r BUILDING _ Y7- :_ ORIENTATION &L a 4 r___________ _ ___i a aw I m i cc o i i8 1 1s 1 I I I BUILOHG I x ORIENTATION I ' F -,Y r— — .-- 17 ' V ORNEWAY(T1lP. .s+ BUILDING 117 t._ -?".:':i ORIENTATION IF6 CLODUCROFT 3TRkIT L__________ ie -1 ~F BUILDING r 92 ORIENTATION + W W ' 19 I q ISRr BUILDING r 17 ORIENTATION M I • 5ETIJACK LINE(iYP. 7 � I I - _ )01)1124 0 0f Z 40 xo a au SUMMERIN SUBDIVISION IICIVIL INNOVATIONS y raoresa onA�e �ewc neew wo ay 1� s,c1•rtwa.q e C GR1YhN �Gx CFUVEWAr 00,191T iroo6G� Fr City of Meridian Department Report VII. Exhibits :`4--------------- I 1 I I 12' 1 BUILDING Fi ; -Y �� 3 133M ORIENYAYKIM F I L --—------ BLOCK, # 9 # ; ; 1 9 # Ile 12 Y R ;;:21Y d I 1 1 G I BUILDING -t I 1 1 I M ORIENTATION 1 12 I r' i _i 20',• rt� __ BURUING - ; $ ORIENTATION + L_ — _ RIVEY4AY(TYP.J ECLOUDCROFirSTRIif IT 1 7 - 2R• BUILDING 1 „ ORIENTATION R 1 — .-•r : r- ------------- rF BUILDING _ 1 r, ORIENTATION Y SETBACK LINE(TYP.) I .i II Y 1 $ 1 DI SAZ e 1 R62 I ao 20 (1 41) S ME:I M a CIVIL INNOVATIDNS T� 1 � 'T ■R ZS DYaL{ L EM.HCIR XG pY,la; ]�011 Cii18q FAREMX 13AMtl� -.- F�CK jii ri Nii MSi�mY e — 4 uerana nw CANEWAVE)HIINT �� acc sum o1 ME mama City of Meridian I Department Report VII. Exhibits J. Phasing Plan _._._._----______— .g R_e____•--____ Li � M ......................................... JI _------__ ;�R y�g ..r.w on�ur.� euntiFmn -0 Ge @$UMMERLIM$UiGIYI$IpM J VA � aw. nm oxoawxrrx�v.n: 4' OV9IAL mug%V1 -L"--~--"�`�'•�'�• __� nar-ice.+ x..r.R.rw� a a E _.— City of Meridian I Department Report VII. Exhibits K. Building Elevations (date: 6/17/2024) Elevations Si LP "Wd 11A , City of Meridian Department Report VII. Exhibits L. Open Space Amenities A. Large Central Park(Block 6, Lot 1)-This five` acre park will UUnLain the followirp,facilities= Pool Facil itV Two Pickleball Courts + Fenced Dog Park + Dog Waste Facility Playground Climbing Rock i Seating Benches Attractive Landscaping i Two large lawn areas r. Pedestrian Pathway Aw City of Meridian Department Report VII. Exhibits B. Dog Parks(Block 2, Lot8)and jBlock 7, Lot 17) + Fenced Dog Park • Waste Station * Seating Areas • Attractive landscaping C. Pathways-The Surnrnerlin Neighbor hood will include the lul low inF, pedu Lr iari pathways: 1O'Wide Regional Pathway-1,682 LF -- R- D. Othoer open green areas- several other open spaces will have the fallowing amenities: r Shade structures Large open grass areas * Internal Pathways + Picnic Area + Attractive Landscaping City of Meridian I Department Report VII. Exhibits VIII. ADDITIONAL NOTES & DETAILS FOR STAFF REPORT MAPS,TABLES,AND CHARTS (link to Community Metrics) A. One-Mile Radius Existing Condition Notes This data is automatically derived from enterprise application and GIS databases, and exported dynamically. Date retrieved notes generally reflect data acquired or processed within the last 30- days.Analysis is based on a one-mile radius from the centroid of the identified parcel. Parcel based data excludes certain properties and represents land as it exists now. Properties considered are only those with a total assessed value greater than 0(i.e. excludes most HOA area,transitional development, government, and quasi government facilities). The following values also constrain included property acreage to reduce outliers and non-conforming instances from distorting averages: R-2<5.0; R-4<2.0; R-8< 1.0; R-15 <0.5; R-40<0.25. Conditional Use Permits and Preliminary plat data likely include duplicate project submittals as they may be for the same project, approved at different times through multiple application types. Consider each independently or review prior application approvals. Some approved entitlements, and particularly older ones,may be constructed. Decennial population counts and household counts are based on the most recent Decennial Census. Current population and current household values are COMPASS estimates,usually for the year previous, and are based on traffic analysis zone boundaries(TAZ's). B. Mixed Use Analysis Notes This data is derived from enterprise application and GIS databases, and exported dynamically. Data considered for analysis are only those areas overlapping the overall Mixed Use boundary area. Mixed Use areas across arterial roadways are distinct, separate, and not considered as they do not meet the mixed use principles in the Comprehensive Plan(e.g.pedestrian safety, transportation efficiency, etc.). Mixed Use parcel areas may be greater or smaller than the future land use area designation boundary due parcel size,configuration,right-of-way, and other factors. Conditional Use Permits and Preliminary plat data likely include duplicate project submittals as they may be for the same project, approved at different times through multiple application types. Consider each independently or review prior application approvals. C. Service Assessment Notes This data represents existing conditions derived from our enterprise application and GIS database, exported through dynamic reporting. The system references the most recent available data from various sources, including sewer main lines, sewer trunksheds, floodplain, fire service areas and response times,police crime reporting,pathway information,existing and planned transit, roadway improvements, school and park proximity, and other resources. The tool provides context for project review,using multiple indicators consistently. Data from similar topics may vary based on different levels of review. The overall score is based on weighted criteria(not a ranked order), and the percentile score compares the parcel to others in the city(higher is better). This tool was developed as a City Council priority and outcome of the 2019 Comprehensive Plan. Scores,whether high or low, are just one data point and should not be the sole basis for decisions. City of Meridian I Department Report VIII. Additional Notes&Details for Staff Report Maps, Tables, and Charts D. ACHD Roadway Infographic Notes The Ada County Highway District utilizes a number of planning and analysis tools to understand existing and future roadway conditions. • Existing Level of service(LOS).LOS indicator is a common metric to consider a driver's experience with a letter ranking from A to F.Letter A represents free flow conditions, and on the other end Level F represents forced flow with stop and go conditions. These conditions usually represent peak hour driver experience. ACHD considers Level D, stable flow,to be acceptable. The LOS does not represent conditions for bikes or pedestrians, nor indicate whether improvements: are possible; if there are acceptable tradeoffs; or if there is a reasonable cost-benefit. • Integrated Five Year Work Plan (IFYWP).The IFYWP marker(yes/no) indicates whether the specified roadway is listed in the next 5-years. This work may vary, from concept design to construction. • Capital Improvement Plan(CIP).The CIP marker(yes/no)indicates whether the specified roadway is programmed for improvement in the next 20-years. City of Meridian I Department Report VIII. Additional Notes&Details for Staff Report Maps, Tables, and Charts E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law for Timbercreek Recycling (H-2024-0032) by Engineering Solutions, LLP., generally located at the NW corner of S. Locust Grove Rd. and E. Columbia Rd. CITY OF MERIDIAN FINDINGS OF FACT, CONCLUSIONS OF LAW, E IDIAN*-- FINAL DECISION,AND ORDER q Date of Order: January 7, 2024 Case No.: H-2024-0032 (TCR—MDA) Applicant: Engineering Solutions,LLP In the Matter of: Request for modification of existing development agreement (H-2018-0042, Inst.#2019-053058) Pursuant to testimony and evidence received regarding this matter at the public hearings before the Meridian City Council on August 20, 2024, September 17, 2024, November 12, 2024, and December 17, 2024, as to this matter, the City Council enters the following findings of fact, conclusions of law, final decision, and order. A. Findings of Fact. The City Council finds that: 1. The facts pertaining to the property at issue, located on the northwest corner of S. Locust Grove Rd. and E. Columbia Rd. ("Property"), the request made by Engineering Solutions, LLP on behalf of property owner L&G Murgoitio, LLC ("Applicant"), and the notices and hearings are set forth in section III(A) of the December 17, 2024 staff report for Case No. H-2024-0032, which is attached hereto as Exhibit I ("Staff Report"). Section III(A) of the Staff Report is incorporated in these findings of fact as though set forth fully herein. 2. The Property was initially annexed into the City of Meridian by ordinance adopted by City Council on January 26, 2016, and the initial development agreement was recorded on January 27, 2016. Currently, the Property is subject to a first modified development agreement(H-2018-0042), recorded in Ada County as instrument no. 2019-053058 ("June 11, 2019 MDA"). 3. The modifications to the June 11, 2019 MDA requested by Applicant and approved by City Council on December 17, 2024 reflect the culmination of multiple iterations of proposed modifications of the June 11, 2019 MDA over the course of the public hearings. (The August 20, 2024 hearing was continued due to a noticing error.) Such iterations are attached hereto and may be summarized, in relevant part, as follows: a. At the September 17, 2024 public hearing, among other modifications to the June 11, 2019 MDA, Applicant proposed to: 1) Eliminate the list of materials that Timber Creek Recycling ("TCR") may use for the Recycling Activities, and instead agree to use only materials not prohibited by the Idaho Department of Environmental Quality ("IDEQ") or Central District Health ("CDH"). FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2024-0032(Timber Creek Recycling) Page 1 2) Eliminate the list of allowed Recycling Activities, and instead agree to undertake only activities not prohibited by IDEQ or CDH. 3) Remove the daily limitation on the number of trucks delivering materials to the Property. 4) Add a commitment to keep the Property free of public nuisance conditions. 5) Amend the deadline for TCR to cease the Recycling Activities on the Property to five (5)years from the date of execution of the modified development agreement, with an option for Applicant to request an additional extension following City Council review. 6) Provide that if the Property were sold to a developer, TCR would be permitted to continue operating, at the purchasing developer's discretion. 7) Toll all deadlines in the event the modified development agreement is challenged or appealed. b. At the November 12, 2024 public hearing, among other modifications to the June 11, 2019 MDA, Applicant proposed to: 1) Keep the list of materials that TCR may use for the Recycling Activities, but clarify that"cheese whey WAS" is categorized as food waste, and is therefore permissible for use for Recycling Activities. 2) Keep the list of allowed Recycling Activities, with no material changes to the list in the June 11, 2019 MDA. 3) Keep the daily limitation on the number of trucks delivering materials to the Property, with no material changes in that regard to the June 11, 2019 MDA. 4) Add a commitment to keep the Property free of public nuisance conditions. 5) Amend the deadline for TCR to cease the Recycling Activities on the Property, from June 11, 2029 (under the June 11, 2019 MDA) to December 31, 2027, and require that TCR follow a transition plan with milestones for progressively lessened use of the Property for Recycling Activities over time, until the December 31, 2027 Termination Date. 6) Provide a schedule of graduated administrative fines to be applied in the event of TCR's failure to comply with the transition plan. This version did not provide that if the Property were sold to a developer, TCR would be permitted to continue operating, at the developer's discretion; nor did this version FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2024-0032(Timber Creek Recycling) Page 2 propose to toll all deadlines in the event the modified development agreement is challenged or appealed. c. At the December 17, 2024 public hearing, among other modifications to the June 11, 2019 MDA, Applicant proposed to: 1) Add, as an exhibit, a more specific list of permitted materials; and eliminate as materials permitted for use for the Recycling Activities the miscellaneous category of"other materials . . . which are of the same category as the materials identified . . . or are intended for agricultural uses." 2) Keep the list of allowed Recycling Activities, with no material changes to the list in the June 11, 2019 MDA. 3) Keep the daily limitation on the number of trucks delivering materials to the Property. 4) Add a commitment to keep the Property free of public nuisance conditions. 5) Amend the deadline for TCR to cease the Recycling Activities on the Property, from June 11, 2029 (under the June 11, 2019 MDA) to June 30, 2027, and require that TCR follow a transition plan with milestones for progressively lessened use of the Property for Recycling Activities over time, until the June 30, 2027 Termination Date. 6) Commit to posting signs on the Property, facing S. Locust Grove Road, and Columbia Road, stating that the facility will close on June 30, 2027. This version did not provide a schedule of graduated administrative fines to be applied in the event of the TCR's failure to comply with the transition plan. 4. City Council's action on Applicant's request is subject to Idaho Code section 67-6511A, which states that a development agreement"may be modified only by the permission of the governing board after complying with the notice and hearing provisions of section 67- 6509, Idaho Code." 5. City Council's action on Applicant's request is further subject to Meridian Unified Development Code section 11-5B-3(F)(2), which reads, in relevant part: "A development agreement may be modified by the city or an affected party of the development agreement. Decision on the development agreement modification is made by the City Council in accord with this Chapter." 6. City Council's action on Applicant's request is further subject to Table 11-5A-2 of the Meridian Unified Development Code, which provides that the Director of the Community Development Department (or staff designee) is to make a recommendation regarding the request for a development agreement modification, and City Council is to make the final FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2024-0032(Timber Creek Recycling) Page 3 decision, following a public hearing process set forth in 11-5A-6. Staff, City Council, and Applicant did follow this process, as detailed in Table 2, section II of the Staff Report attached hereto as Exhibit 1, which table is incorporated as though set forth fully herein. Compliance with this process does meet the notice and hearing requirements of Idaho Code section 67-6509. 7. Testimony and evidence in opposition to Applicant's request was received prior to and on September 17, 2024, November 12, 2024, and December 17, 2024. Such testimony and evidence may be summarized as follows: a. At the September 17, 2024 public hearing, citizens testified about their concerns regarding TCR's current operations, including processing of waste-activated sludge ("WAS"), creating conditions of foul odors, blowing dust, Cair pollution, unsightly materials, noise from the grinder, truck traffic, and potential health impacts. Citizens testified that the City should honor the June 11, 2019 MDA's commitment that the use would cease when residential development was within 1,000 feet of the property, and that the current and proposed ongoing use is incompatible with the residential and other uses in the area. b. At the November 12, 2024 public hearing, citizens testified about their concerns regarding TCR's accountability for compliance with the terms of the current development agreement and operating plan, TCR's compliance with the proposed transition plan, air and water pollution, processing of WAS, truck traffic, and foul odors. A representative of the developer of a nearby subdivision requested denial of the extended operational period, or, alternatively, a requirement that Applicant post a sign on the Property announcing when TCR operations would cease. Citizens testified that a two-year closure deadline would be preferable, and that the modified agreement should include liquidated damages. c. At the December 17, 2024 public hearing, citizens asked City Council to deny the request for the proposed modifications and hold Applicant to the terms of the June 11, 2019 DA. 8. Testimony and evidence in support of the Applicant's request was received on September 17, 2024, on November 12, 2024, and on December 17, 2024. Such testimony and evidence may be summarized as follows: a. At the September 17, 2024 public hearing, citizens testified that TCR's activities divert discarded materials from landfills, that they emit little dust, and that TCR should be allowed to continue the activities until its other location in Nampa is operational. Citizen testimony also suggested that dust may be attributed to unrelated truck traffic or construction in the area. The Applicant testified that TCR is part of the waste management system in Ada and Canyon Counties, repurposes and uses material that would otherwise be left in the landfill, and needs the additional time to transfer its current operations from the Property to TCR's Nampa location due to unforeseen conditions and delays. FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2024-0032(Timber Creek Recycling) Page 4 b. At the November 12, 2024 public hearing, a citizen testified that he had testified against the request at the September hearing, but had changed his mind to support the request after touring the Property and learning about benefits of the Recycling Activities. Meridian Code Enforcement Supervisor Lacy Ooi testified that having a plan in place contemplating TCR's measured closing of operations and departure from the Property would facilitate cleanup of the Property as well as public safety. The Applicant testified that since the September hearing, TCR had undertaken efforts to treat the WAS to mitigate odors and to cease crushing concrete and asphalt, and prepared a plan for ceasing operations, with specific milestones. c. At the December 17, 2024 public hearing, the Applicant reported that TCR passed its annual inspection by CDH on November 19, 2024, diverted a significant portion of WAS to its plant in Nampa, and has started applying lime on incoming materials in an effort to mitigate odors. 9. At the November 12, 2024 public hearing, representatives of CDH testified that: a. While CDH did issue warnings of operation plan violations related to odor complaints, no formal notice of violation had been issued to TCR for violation of the operating plan approved by the Idaho Department of Environmental Quality. b. No public health threat is associated with the Recycling Activities at Timber Creek. 10. Based on the testimony and evidence received, the City Council finds that it is in the best interest of the City of Meridian to amend the June 11, 2019 MDA to incorporate the modifications proposed at the December 17, 2024 public hearing. Such modifications will serve the public interest by: a. Clarifying which materials may be used for the Recycling Activities; b. Providing an enforcement mechanism to the Code Enforcement Division of the Meridian Police Department, in the event of a nuisance condition on the Property; c. Providing a date certain for the cessation of Recycling Activities on the Property, i.e., June 30, 2027, which date does allow TCR's operations after the potential earliest deadline for cessation under the terms of the June 11, 2019 MDA, but also requires cessation of operations earlier than the potential latest date allowed under the terms of the June 11, 2019 MDA, and further provides certainty and clarity regarding the date TCR will cease operations at the Property; d. Following the transition plan and facilitating the cessation of the Recycling Activities while also allowing TCR to continue providing the benefits to the community offered by the operation; and FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2024-0032(Timber Creek Recycling) Page 5 e. Notifying the public of the timeline for cessation of the Recycling Activities by the provision requiring Applicant to post signs to that effect on the Property. B. Conclusions of law. The City Council concludes that: 1. The modification of a development agreement is governed by the Local Land Use Planning Act ("LLUPA"), codified at Chapter 65, Title 67, Idaho Code, specifically Idaho Code section 67-6511A, and City Council takes judicial notice of same. 2. Meridian Unified Development Code ("UDC") section 11-513-3(17)(2) governs the modification of a development agreement, and City Council takes judicial notice of same, as well as of all current zoning maps and the City of Meridian Comprehensive Plan. 3. Though City Council received conflicting testimony, City Council's findings of fact are supported by substantial competent evidence in the record, as contemplated by Price v. Payette County Board of County Commissioners, 131 Idaho 426, 429 (1998) and Davisco Foods International, Inc. v. Gooding County, 141 Idaho 784, 789 (2005). 4. Pursuant to Idaho Code section 67-6503, the City of Meridian has properly exercised the powers conferred by LLUPA. C. Order. Pursuant to the above findings of fact and conclusions of law, the City Council hereby grants Applicant's request for modification of the June 11, 2019 MDA as proposed at the December 17, 2024 public hearing. D. Final decision. Upon approval by majority vote of the City Council, this is a final decision of the governing body of the City of Meridian. E. Judicial review. Pursuant to Idaho Code section 67-6521(1)(d), if this final decision had concerned a matter enumerated in Idaho Code section 67-6521(1)(a), within twenty-eight (28) days after all remedies have been exhausted, including requesting reconsideration of this final decision as provided by Meridian City Code section 1-7-10, an affected person aggrieved by this final decision would have had the opportunity to seek judicial review of this final decision as provided by Chapter 52, Title 67, Idaho Code. This notice is provided as a courtesy; the City of Meridian does not admit by this notice that this decision is subject to judicial review under LLUPA. In the Decision entered on November 24, 2021, in Brown et al. v. City of Meridian (Ada County Fourth Judicial District Case no. CVO1-19-06894), District Judge Derrick J. O'Neill held that City Council's decision to modify a development agreement is not a matter enumerated in Idaho Code section 67-6521(1)(a), and is therefore not subject to judicial review. F. Notice of right to regulatory takings analysis. Pursuant to Idaho Code sections 67- 6521(1)(d) and 67-8003, an owner of private property that is the subject of a final decision FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2024-0032(Timber Creek Recycling) Page 6 may submit a written request with the Meridian City Clerk for a regulatory takings analysis. 7th IT IS SO ORDERED by the City Council of the City of Meridian, Idaho, on this day of January, 2025. COUNCIL PRESIDENT LUKE CAVENER VOTED COUNCIL VICE PRESIDENT LIZ STRADER VOTED COUNCIL MEMBER DOUG TAYLOR VOTED COUNCIL MEMBER JOHN OVERTON VOTED COUNCIL MEMBER ANNE LITTLE ROBERTS VOTED COUNCIL MEMBER BRIAN WHITLOCK VOTED MAYOR ROBERT SIMISON VOTED (TIE BREAKER) Robert E. Simison 1-7-2025 Mayor Attest: Chris Johnson 1-7-2025 City Clerk FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2024-0032(Timber Creek Recycling) Page 7 Exhibit I COMMUNITY DEVELOPMENT C%WE IDIAN DEPARTMENT REPORT HEARING December 17, 2024 1 - DATE: Continued from:August 20 and �® September 17 and November 12, 2024 m 1 TO: Mayor&City Council 1 FROM: Sonya Allen,Associate Planner ' 1 1 208-884-5533 -'i-- 1 sallen@meridiancity.org APPLICANT: Engineering Solutions,LLP e SUBJECT: H-2024-0032 Legend Project Location Timber Creek Recycling—MDA P a ;::Area of Impact LOCATION: Northwest corner of S. Locust Grove Rd. city Limits and E. Columbia Rd., in the SE 1/4 of O Analysis Section 6,T.2N., RAE. I. PROJECT OVERVIEW A. Summary Modification to the existing development agreement(H-2018-0042,Inst.#2019-053058)to further clarify the current and future permitted uses and timelines,create guidelines to allow for efficient and continued use of the property, and ensure the operation is meeting all State and Federal guidelines. B. Issues/Waivers None C. Recommendation Staff: Staff recommends denial of all proposed changes to the DA that expand,extend and/or intensify the existing approved use and approval of other changes as noted in Section III below. D. Decision To be determined II. COMMUNITY METRICS Table 1: Land Use Description Details Existing Land Use(s) Recycling&composting of materials Proposed Land Use(s) No changes proposed Existing Zoning R-4(medium low-density residential) Future Land Use Designation LDR(Low-density Residential) City of Meridian I Department Report 1. Project Overview Table 2: Process Facts Description Details Preapplication Meeting date 5/14/2024 Neighborhood Meeting 4/30/2024 Site posting date 8n12024 and 9/4/2024 III. STAFF ANALYSIS Comprehensive Plan and Unified Development Code(UDC) A. History This property was annexed with an R-4 zoning district in 2016 as part of the larger South Meridian annexation, which incorporated a total of 1,322-acres of land in south Meridian. A Development Agreement(DA)was recorded for this property as a provision of annexation(Murgoitio LLC—Inst. #2016-007075). The agreement allowed any currently allowed use in the County pertaining to raising and maintaining livestock;discharge of firearms; currently stored or maintained farm equipment, vehicles, materials necessary for the agricultural operation of the property,etc. to remain on the property; and continued operation of Timber Creek Recycling on the property as an interim use,until such time as the property is developed in the future.The agreement outlined the primary activities of the recycling business,including the type and amounts of materials delivered to the site daily from the Ada County Landfill and miscellaneous contractors (i.e. wood, grass,leaves, sheetrock and other materials); and the recycling activities that were approved to operate on the site. It also included details on the termination of recycling operations on the site. A modification to the DA was approved by City Council in 2019 [L&G Murgoitio,LLC (H-2018- 0042)—MDA Inst.#2019-0530581, which replaced the original DA.The amendment added a commercial composting component and retail sales to the existing recycling operations on the site and included a concept plan depicting the layout of the site and location of specified operations. Materials proposed for composting consist of food and garden waste and demolition debris; additional activities and equipment associated with the use were included in the agreement.The amendment also removed the daily limit for deliveries to the site of certain types of materials resulting in unlimited deliveries. Hours of operation for the composting program were also included. On April 16, 2019, a Petition for Judicial Review of the City Council's decision was filed by several neighbors near the property. The parties litigated the matter for 2.5 years,and on November 24, 2021, the District Court entered a judgment upholding the City Council's Findings of Fact and Conclusions of Law. Many letters of testimony on the previous application were received by the City from nearby residents for and against the proposed business expansion and DA amendment. A general summary of the testimony includes the following concerns/comments pertaining to the proposed use: (see the public record for more detailed information) 1)Increase in truck traffic entering/exiting the property and impact on adjacent roads and traffic (suggestion to limit truck traffic to non-commuting hours to reduce traffic conflicts of trucks using two lanes to turn at the Columbia/Locust Grove intersection); 2)Increase in dust generated from the existing and proposed use and mitigation thereof; 3)Increased noise generated from heavy equipment,grinders and trucks and impact on residential neighbors; 3) Size and height of recycling materials piles and potential fire hazard of compost piles; 4)Unpleasant odors generated from decomposition of materials (food and waste)to be recycled and pests (i.e.rodents,birds, skunks,flies,bees,mosquitos,etc.) - suggestion to require regular inspections to ensure best practices for recycling/composting are being practiced to reduce issues; City of Meridian I Department Report 111. Staff Analysis 5)Unsightly landscape of the site(i.e. trash, stock piles of materials to be recycled, etc.); 6)Limitation of business hours that the recycling operation is open to the public and that recycling activities occur to reduce impacts of light pollution and noise on neighbors; 7)Require fencing around the perimeter of the site to prevent future conflicts between the business and area residents; 8)Reduced residential property values and a less desirable location with the proposed use; 9) Concern pertaining to water quality(potential for toxins leaching into the water) and water table; increased risk of contamination of surface and groundwater(leachate)from the facility which borders an irrigation canal; 10)Negative impact on quality of life for adjacent residents (excess dust,noise,odor, appearance of site); 11) Support of proposed recycling operation which will reduce trash in landfills and is good for the community and environment; 12) Success of composting program in the City of Boise and benefit for residents; 13)Emission of bioaerosols (airborne particles that contain live organisms or were released from living organisms,may contain bacteria,fungi,viruses,microbial toxins,pollen,plant fibers, etc.)from composting activities which may pose a hazard to susceptible members of the public; 14)Need for improvements to infrastructure to support homes that are currently under development in the area and increased traffic from large commercial trucks from the proposed use; 15)Industrial/commercial use does not belong in residential area that is continuing to grow with families; 16)High winds in this area blowing trash onto adjacent properties; 17)Potential for insects drawn to the proposed use to carry disease to residents,pets and livestock on neighboring properties; and, 18)Potential contamination of soil. Table 3: Project Overview Description Details History H-2015-0019 South Meridian(Murgoitio LLC—Inst.#2016-007075);H- 2018-0042(L&G Murgoitio,LLC—MDA Inst.#2019-053058) Acreage 80.52-acres B. General Overview The Applicant requests a modification to the existing development agreement(H-2018-0042,Inst. #2019-053058) to further clarify the current and future permitted uses and timelines,create guidelines to allow for efficient and continued use of the property, and ensure the operation is meeting all State and Federal guidelines. This modification, if approved, will replace the previous DA in its entirety and removes the parcel(i.e. Parcel 2) from the agreement located on Lake Hazel Rd. where some business operations were occurring as that property has since redeveloped.The existing site plan,included in Section VI.B below is proposed to be replaced with the updated site plan in Section VI.C. C. Staffs Analysis The Applicant has submitted a full version of the proposed amended DA in strike-out/underline format showing the existing text and proposed changes to the agreement, which is included in the public record and also linked in Section VI.D below.An updated version was submitted after the last Council meeting based on the proposed new Phased Transition Plan for Council's consideration(see link in Section VI.D. City of Meridian I Department Report III. Staff Analysis Another updated version was submitted after the Council hearing on November 12'as directed by City Council. The Applicant's narrative describing a summary of the proposed changes is also included in the public record. The main changes proposed to the agreement are as follows: (Staffs analysis of the proposed change is included in italics below each item) • The list of materials received on the site for recycling,which are currently specified, are proposed to be removed to allow"any"materials,provided they're not prohibited by the Idaho Department of Environmental Quality(IDEQ) and Central District Health(CDH) (i.e.#5.1); a provision has been added that clarifies recycled materials do not include biosolids as defined by IDEQ(i.e.#5.1). Staff is in favor of clarifying that biosolids are not an allowed recyclable material on the site. Of particular concern is the processing of a product called Waste Activated Sludge(WAS), which is sludge produced from a non-municipal wastewater treatment or disposal facility. According to IDEQ, Timber Creek Recycling is currently processing WAS at this property. Assuming this is processed into a soil amendment for agricultural use, this is allowed under the current development agreement. However, it is unclear whether this is allowed under the currently approved IDEQ/CDH operating plan. Staff is not in favor of removing the specific materials that are allowed due to possible negative impacts from new materials on adjacent residential neighbors, which could result in issues that aren't able to be addressed by Code Enforcement. Listing specific materials provides clear direction on what materials are and are not allowed to be recycled on the site— the Applicant has rescinded their request for removal of specific materials from the DA and included an undated list of materials in Exhibit F of the proposed amended DA, which includes new materials in addition to those previously included. agreement-, and ineerperated by reftrenee. • Clarification that recycling and associated activities will not include any materials or activities that are prohibited by IDEQ or CDH and removal of the description of each activity(i.e.#5.1). Staff is in favor of clarifying that recycling and associated activities won't include any materials or activities that aren't allowed by IDEQ or CDH. However, Staff is not in favor of removing the descriptions of each activity as the descriptions provide clear direction on what activities are allowed to occur on the site.An amended DA was submitted since the last hearing on November 12`h that retains the description of each recycling activity (Le. • Addition of a stand-alone nuisance provision in section 6.9.5,by which the parties agree that the City may enforce the City nuisance code on this property. Staff is in favor of the addition of this provision. • The existing agreement specifies the operation of Timber Creek Recycling on the portion of the site depicted on the site plan as "Recycling Property"is allowed to be conducted on the property for a maximum period of 10 years from the date City Council approved the signed DA, which was on 6/11/2019. The use would terminate on 6/11/2029 unless Timber Creek submits a request for Council to review the recycling activities (no later than one(1)year prior to the expiration date) and determine whether to permit the recycling activities to continue(i.e.#4.8). The Applicant proposes to remove the maximum operating period of the recycling activities on the site and includes a 5-year maximum timeline on composting activities with an option for an extension(i.e.#6.14.1). The Applicant states the change is necessary to meet the requirements of IDEQ,providing a hard deadline. Since the last hearing on Sept. 11h, the Applicant met with the neighbors and based on testimony presented at the public hearing and feedback from neighbors, bors, a Phased Transition Plan was submitted for the next three(3)years for all operations to be City of Meridian I Department Report 111. Staff Analysis completed by December 2027, included in Section VLF of this report and in the proposed amended DA as Exhibit E. The Plan focuses on the following issues: odor, dust, volume and accountability and proposes a timeline for addressing these issues.After the hearing on Nov. I2`h the Applicant submitted an undated transition plan as directed by Council with month shorter termination date of June 30.2027. at which point all recycling activities on the properly shall cease.A 3rd amendment to the Plan was submitted that's included in Section VLF; changes are included in a red box. Staff is not in favor of the proposed change to remove the maximum time period of 10 years for recycling activities or the new proposed 5-year timeline for composting activities. Staff recommends the existing timelines remain for the overall use and that the composting use is included in the provision. • Inclusion of a statement requiring compliance with all federal, state and local entities with jurisdiction,including,but not limited to IDEQ,CHD,Department of Agriculture,U. S. Environmental Protection Agency,U. S. Department of Agriculture,the Ada County Air Quality Board, and the Idaho Department of Water Resources(#6.2). The City may consider a finding by one of these named agencies of violations of their regulations to be a cause for a violation of this Agreement. If a violation is found, actions to be taken by Timber Creek are included. Staff is in support of this change. • Removal of the truck limitation requirement(i.e. 56 truckloads per day). The Applicant states the change is due to the difficulty in keeping track of the number of vehicles and the burden it's placed on operation of the facility(i.e.#6.6.3). Staff is not in support of removing the truck limitation as it could result in a much greater number of deliveries to the site, which could negatively impact traffic and neighbors in the area and leave Code Enforcement with no way to address issues if they arise. Since the last hearing on Nov. I2`h, the Applicant submitted an amended DA that retains the truck limitation requirement. • Removal of the requirement for operations to cease on the site within 30 days of the City granting a Certificate of Occupancy to any new residential or commercial development within 1,000 feet of the recycling property(i.e.#6.8.2). Staff is not in favor of removing this requirement as the use will likely negatively impact future residents in this area as existing residents have complained about the negative impacts they've experienced from the facility. Land has been annexed into the City within 550 feet of the facility for the development of Hadler Subdivision northeast of the site;a final plat has been approved within 675 feet of the facility—the first Certificate of Occupancy will likely be issued within the next year, which will require recycling operations to cease on the site. In lieu removing this requiremen4 a transition plan was submitted. included in Section VI.F below. City of Meridian I Department Report III. Staff Analysis -fleq. r-- d A . - DISC OVEkY PARK Mel SIN:. wc+�aon �m r • An updated site plan is included in Section VI.0 below;the existing site plan is included for reference in Section VI.B. Staff is amenable to replacing the existing site plan with the updated site plan as it appears to be generally the same. • Removal of Parcel 2 from the boundary of the property subject to the amended DA due to that property being redeveloped into residential lots; see legal description and exhibit map included below in Section VI.E for property subject to the amended DA. Staff is in favor of updating the area subject to the amended DA. • Inclusion of two(2)new sections: 9.3 Failure to Comply with Transition Plan and 9.5 Remedies against Timber Creek. These sections detail remedies the City will have if Timber Creek fails to comply with the obligations or deadlines set forth in the Transition Plan, which include monetary_penalties to the City in the event Timber Creek is in default of the Transition Plan following notice and opportunity to cure. Staff does not object to the addition of these provisions. These sections were removed in the amended version of the DA at the request of the City Attorney. In summary,Staff recommends denial of all changes to the DA that expand,extend and/or intensify the existing approved use. To date,twee(3)many letters of public testimony against expansion and extension of the existing use have been received(see public record for more information). City of Meridian I Department Report III. Staff Analysis IV. AGENCY COMMENTS Agency comments may be accessed in the project file, included in the public record. V. ACTION A. Staff: Staff recommends denial of all proposed changes to the DA that expand, extend and/or intensify the existing approved use and approval of other changes as noted in Section III above. A. City Council: The Meridian City Council heard these items on August 20t'', September 17',November 12'and December 17, 2024.At the hearing on December 17',Council voted to approve the proposed MDA application with modifications as discussed during the hearin-. 1. Summary of the City Council public hearing a. In favor: Caleb Lakey,Applicant's Representative;Mike Mur oiti�o, Applicant:Becky McKay,Engineering Solutions (Applicant's Representative) b. In opposition: Quinn Black:Joann Tima: Clancy O'Hara: Lou Murgoitio: Ken McAfee: Brenda Blitman:Troy Allen: Anna Canning,Centurion Engineers (on behalf of neighboring property owner):Tony Maw;Marla Fund; Gena Russell;Todd Edgar; Jantz: Billie Jean Black:Jim Cox:Debbie Allen: Laren Bailey c. Commenting: Lori Badigian &Michael Reno, Central District Health Dept.: Lacy Iooi• Joanne Tima,Jonathan Fewkes,Brenda Blitman,Elizabeth Koeckeritz on behalf of Black Rock Homes:Justin Cranny,Vicky Reynolds d. Written testimony: Many letters have been submitted(see public record) e. Staff presenting application: Sonya Allen f. Other Staff commenting on application: Lacy Ooi, Code Enforcement 2. Key issue(s)of public testimony: a. Negative air quality from grinding of concrete and odor generated from use: b. Health concerns due to silica dust in the air generated from the site; c. Water and air quality concerns for children and residents in the area: d. In support of the recycling services provided by this business and reduction of waste in the landfill: e. Odors from the facility smell like human waste and rotting flesh and fine white dust (concrete,rocks?) generated from the facility—would like to see the uses associated with these issues cease.The use doesn't belong in residential neighborhood.Lack of fairness involved—other industrial users have to have approval to operate and be in an industrial area: f. The use doesn't comply with the UDC—purpose statement of the district non-conforming use,not requiring a CUP for the use.etc. Code violations on the site,includingthe a use being a public nuisance. g Concern due to cancer causing toxins in the air:request for a narrower timeline to off-load to other site in Nampa; h. Request for concrete and rock crushing and sludge be immediately removed. i. No public opportunity to comment on the use originally:use should have gone throw hga conditional use permit: limited accountability of the user: against extension of use: Frustration that none of the agencies seem to be able to make a decision on whether or not the Applicant is operating in violation of the DA and/or applicable regulations. k. Update from Central District Health on notice of violations on the site. 1. Update from City code enforcement on process for handlingplaints and concern pertaining to the proposed 30 day notice to vacate. M. Request for a shorter operating time than 3 years. City of Meridian I Department Report V. Action n. Request for Council to enforce the existing DA and hold the applicant to the existin time requirements for operation of the use in the DA. 3. Key issue(s) of discussion by City Council: a. Work with Staff and the Legal Dent.to work on a plan that would fully decommission the site within two(2)years. b. Cease all operations on the site by April 1, 2027. c. Continue this application until April ls`and keep public hearing open—is there any additional info or timeline that we're seeking from the Applicant to .give greater clarification. d. The Applicant's proposal to shut down all operations by June 30, 2027. e. Continue to December 17'in order for the Applicant to come back with a revised DA with a six-month shorter timeline,revise the Phased Transition Plan accordingly to cease all operations by June 30, 2027. Draft Findings for approval would also be prepared for review by Council.The Applicant should include a list of all materials to be accepted for recycling.The Applicant should include si nage on the property for when operations on the site will cease. f. The Council generally supported the revised changes proposed to the DA. 4. City Council change(s)to Staff recommendation: a. City Council approved the Applicant's(revised)request for a modification to the DA. City of Meridian I Department Report V. Action VI. EXHIBITS A. Aerial Photo 1la Legend PIS Project Location - s° ... Area of Impactlu PW Analysis City of Meridian Department Report VI.Exhibits B. Existing Site Plan c - J o' _ I � { f }�:'r r'./�f�. •ram 0 - = ij "' � I City of Meridian Department Report VI.Exhibits C. Proposed Site Plan .....�.. 'eh�i SwruiiFi�w}'��/• �m��...xnmil9� lsah�LW{ — �r1d 3LS 0330dOW + gr Fg31 VU131 D ��VJS/ noura�um3usuniariaodnb F�t s a .a wwuaen azra nNu �p �N�=a,ay�a�v�v�9wu E s LL e $ 4 s s LL r low �r- 30Vi10151HNV� y�y. �_ � t ' fffl 11 R' Iu S�rYW�pd 1 O I IJ+ uj ❑ Y m J a ~ ¢ N _ ---------____________ 'f t City of Meridian Department Report VI.Exhibits D. Proposed Amended Development Agreement Copy the following links for these documents,contained in the project file, into a separate browser: Links: Redline version of proposed DA: https://weblink.meridiancity.orgA ebLink/DocView.aspx?id=377748&dbid=0&repo=MeridianCity Clean version of proposed DA: https://weblink.meridiancity.org/WebLink/DocView.aspx?id=3 77747&dbid=0&repo=MeridianQy City of Meridian I Department Report VI.Exhibits E. Legal Description of Property Subject to the Amended Development Agreement EXHIBIT A ANNEXATION DESCRIPTION FOR THE CITY OF MERIDIAN,IDAHO L&G MURGOITI'O,LLC-PARCEL NO.1 A parcel located in the E h of the SE % of Section 6, Township 2 North, Range 1 East, Boise Meridlan,Ada County,Idaho,more particularly described as follows: BEGINNING at an aluminum cap monument markingthe southeasterly corner of said SE%of the SE N.from which an aluminum tap monument marking the northeasterly corner of the 5E X of said Section 6 bears N 0'04'44"W a distance of 2555.72 feet; Thence N 89°21'59"W along t#a southerly boundary of said E VS of the SE A a distance of 13 23.8 3 Feet to the southwesterly cc me of said E%of the 5E%; Thence M 0'02'17"W along the westerly boundary of said E�i of the SE X a distance of 2GSS.45 feet to the northwesterly corner of said E 1/a of the SE%; Thence S SV22'37" E a distance of 1321.93 feet to an aluminum cap monument marking the northeasterly corner of said E M of the SE A; Thence S 0°04'44" E along the easterly boundary of said E h of the 5E Y a distance of 2655.72 feet to the POINT OF BEGINNING. This parcel contains 90.64 acres. NOTE`. This description was prepared using record information including Record of Surveys, subdivision plats and deeds acquired from the Ada County Recorder's office. No Meld survey has been performed. Prepared by; Glenn K. Bennett,PL5 y PPI Clvll Survey Consultants, Incorporated sup�q' October 13,2015 a 5082 11 evt*l � Of K. Mendaan City Counsal Meeting Agenda June 1 T,2419— Page 170 aF396 City of Meridian I Department Report VI.Exhibits EXHIBIT SKETCH TO A CCO PA1II ANVEXA TION DESCRIPTION FOR THE CITY OF MERIDIAN LOCATED IN THE E 112 OF THE SE 114 OF SECTION 6, TOWNSHIP 2 NORTIh; RANGE 1 EA, T, NOISE MERIDIAN, ADA COUNTY,, I0AH 714 f&C MURGOIRG, «c PARCELa � a ' CSC fIM&4 f 4D POET OF p,L LAryn BEGYNNJ++4G xsT ,� 5082 ° � CIVIL SRJRVEY CONSL1LTAWS, INC. r Ir 2803 SOUTH MERIDIAN ROAD 7 o P MERIDIAN, IDAHO 83542 k � � (2C8)868A312 Meddfan City Council Meeting Agenda June 11, — Page 181 of 396 City of Meridian I Department Report VI.Exhibits F. Phased Transition Plan—REVISED Revisions shown in red box EXHIBIT "E" TRA_NSITIOlti PLAN Timber Crash Recycling "Engineering waste to its highest and best use" Date; December 3,2024 Phased Transition Ptan for the Meridian Compost Site 7695 S. Locust Grove Rd Meridian, ID 88842 City of Meridian I Department Report VI.Exhibits Phase Focus 2024Timing %of total Cheese WAS diverted Odor o Stop regularly receiving Cheese WAS Q1 Q2 Q Q4 #1 on weekends at the Meridian site 1 o Conduct experiments of Calcium Hydroxide."lime"(Ca(CH)j.add ition to Cheese WAS at Meridian site. (Compleie o Coordinate with Sorrento Lactalis on by procurement of equipment for addition December of"lime"to Cheese WAS at Sorrento 2D2d} Want Dust o Effective November 10.no more ConcretefAsphaLifTilelPorcelainJ Dick accepted at the Meridian site Q1 Q2 Q3 Q4 o Continue regular dust control measures(i.e.water truck) Volume Q1 Q2 Q3 Q{ o At least 25%of the inbound Cheese WAS diverted from the zs� Meridian site Accountability o Present final Transition Plan t0 L Q1 Q2 Q Qd Meridian City Council a Begin drafting a Tier II Composting Facility"closure lan"for DEQ and CDH approval City of Meridian I Department Report VI.Exhibits Phase Focus 2025 Timing %of total Cheese WAS diverted Odor a Pilot,full#Cale Addition of"lime"to Q1 Q2 Q3 Q4 #2 inbound Cheese WAS at the Sorrento Chcosc Plant 1 a Incorporate treated Cheese WAS into compost process at Meridian (Complete Site and monitor for effectiveness by (01) December Q ongoing coordination with orrento 2025) Lactalis far addition of"lime" o Fully implement"lim a"addition to Cheese WAS as a odor control measure,so long as testing was it] successful(Q2) Dust o Final crushing of ConcretefAt3p h altlT ilel Iaprce lain! Brick at the Meridian Site(Q 1) 1 Q1 I Q2 3 o Continue regular dust control measures(i.e.,water truck) Volume o Complete engineering for additional 01 Q2 Q 44 ASP pad(1 of 2)at the Nampa site (Q2) o Additional ASP pad(1 of 2)under iJh construction at the Nampa site(Q3) a Additional 25%of inbound Cheese WAS diverted from the Meridian site (Q4) Accountability v Quarterly inspections with Meridian Q1 Q2 qa Qa Citv Code Enforcement n Closure signege posted(Q2) o Complete a draft closure plan in coordination with CDH and DEQ City of Meridian I Department Report VI.Exhibits Phase Focus 20 G Timing %of total CheeseWAS diverted Odor c Ongoing monitoring of Checsc WAS Qt Q2 �t #3 odor control measures Duet (L�ornplete o Continua regular dusk control by measu res(i.e.,water truck) 41 Q2 Q Q� Decernber 2026) Volume a Complete engineering for additional ASP pad(2 of 2)1Q2] Q1 Q2 Q3 Q4 n AdditianalASP pad(2 of 2)under construction at the Nampa site(Q3) 1 o 100%of the Cheese WAS diverted from the Meridian site(Q4) Accountability o Quanarly inspactions with Meridian Q1 Q2 Q3 Qa City Coda Enforcement o Finalize Tier a Composting Facility Closure Plan with IDEQ and CDH(Q4) Phase Focus 2027 Timing %of total cheese WAS diverted Odor n No cheese WAS received at the 4t Meridian site Dust (Complete Continue regular dust control by measures(i.e.,watertruck) 30 June 2027) Volume o Sale or transfer of remaining inventory o Movement of ccmpostfrecycling materials and infrastructure off of the Meridian site Accountabflfty Quarterly inspection vvith Meridian City Code Enforcement(Q7) o Final site walk through with Meridian Code Enforcement (Q2) Final Tier II site close outwith CDH and DE 2 City of Meridian Department Report VI.Exhibits E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Final Order for Alexander's Landing Subdivision (FP-2024-0023) by KB Homes, located at 4574 W. Quarterhorse Ln. BEFORE THE MERIDIAN CITY COUNCIL HEARING DATE: 12/17/2024 ORDER APPROVAL DATE: 01/07/2025 IN THE MATTER OF THE ) REQUEST FOR FINAL PLAT ) CONSISTING OF 24 BUILDING ) CASE NO. FP-2024-0023 LOTS AND 3 COMMON LOTS ON ) 5.15 ACRES OF LAND IN THE R-8 ) ORDER OF CONDITIONAL ZONING DISTRICT FOR ) APPROVAL OF FINAL PLAT ALEXANDERS LANDING ) SUBDIVISION. ) BY: KB HOMES ) APPLICANT ) This matter coming before the City Council on December 171h, 2024 for final plat approval pursuant to Unified Development Code (UDC) 11-6B-3 and the Council finding that the Administrative Review is complete by the Planning and Development Services Divisions of the Community Development Department, to the Mayor and Council, and the Council having considered the requirements of the preliminary plat, the Council takes the following action: IT IS HEREBY ORDERED THAT: 1. The Final Plat of"PLAT SHOWING ALEXANDERS LANDING SUBDIVISION, LOCATED IN THE NW 1/4 of the SW 1/4 OF SECTION 10, TOWNSHIP 3N, RANGE 1 W, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, 2024, HANDWRITTEN DATE: 10/11/2024, by CODY M. ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 1 of 13 McCAMMON, PLS, SHEET 1 OF 4," is conditionally approved subject to those conditions of Staff as set forth in the staff report to the Mayor and City Council from the Planning and Development Services divisions of the Community Development Department dated December 17th, 2024, a true and correct copy of which is attached hereto marked"Exhibit A" and by this reference incorporated herein. 2. The final plat upon which there is contained the certification and signature of the City Clerk and the City Engineer verifying that the plat meets the City's requirements shall be signed only at such time as: 2.1 The plat dimensions are approved by the City Engineer; and 2.2 The City Engineer has verified that all off-site improvements are completed and/or the appropriate letter of credit or cash surety has been issued guaranteeing the completion of off-site and required on-site improvements. NOTICE OF FINAL ACTION AND RIGHT TO REGULATORY TAKINGS ANALYSIS The Applicant is hereby notified that pursuant to Idaho Code § 67-8003, the Owner may request a regulatory taking analysis. Such request must be in writing, and must be filed with the City Clerk not more than twenty-eight(28) days after the final decision concerning the matter at issue. A request for a regulatory takings analysis will toll the time period within which a Petition for Judicial Review may be filed. ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 2 of 13 Please take notice that this is a final action of the governing body of the City of Meridian,pursuant to Idaho Code § 67-6521. An affected person being a person who has an interest in real property which may be adversely affected by this decision may, within twenty- eight(28) days after the date of this decision and order, seek a judicial review pursuant to Idaho Code§ 67-52. By action of the City Council at its regular meeting held on the 7TH day of January , 2024. By: Robert E. Simison Mayor, City of Meridian Attest: Chris Johnson City Clerk Copy served upon the Applicant,Planning and Development Services Divisions of the Community Development Department and City Attorney. By: Dated: 1-7-2025 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 3 of 13 Exhibit A STAFF REPORT E IDIAN -- COMMUNITY DEVELOPMENT DEPARTMENT A H O HEARING 12/17/2024 Legend - DATE: Project Location TO: Mayor& City Council Area of Impact y= City Limits FROM: Nick Napoli,Associate Planner O Analysis 208-884-5533 C� - a - SUBJECT: Alexanders Landing t Y FP-2024-0023 s - LOCATION: 4574 W. Quarterhorse Lane near the ; Southeast corner of W. Pine Avenue and _ Black Cat Road.,in the NW 1/4 of the SW 1/4 of Section 10, T.3N.,R.1W. ; I. PROJECT DESCRIPTION Final Plat consisting of 24 residential building lots and three(3)common lots on approximately 5.15 acres of land in the R-8 zoning district by KB Homes. II. APPLICANT INFORMATION A. Applicant: Sabrina Durtschi,KB Homes— 1414 W. Bannock Street,Boise,ID 83702 B. Owner: Sabrina Durtschi,KB Homes 1299 N. Orchard Street,Boise,ID 83706 C. Representative: Same as applicant III. STAFF ANALYSIS Staff has reviewed the proposed final plat for substantial compliance with the approved preliminary plat(H-2022-0084)in accord with the requirements listed in UDC 11-6B-3C.2. ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 4 of 13 In order for the proposed final plat to be deemed in substantial compliance with the approved preliminary plat as set forth in UDC 11-6B-3C.2,the number of buildable lots cannot increase and the amount of common area cannot decrease. Since there is no change to the number of buildable lots and the amount of common open space has increased,therefore, Staff deems the proposed final plat to be in substantial compliance with the approved preliminary plat as required. IV. DECISION Staff recommends approval of the proposed final plat with the conditions noted in Section VI of this report. V. EXHIBITS A. Preliminary Plat(dated: 11/02/22) [Ell .6 y ' 11 --- -------- = p MV •sue_ ��arruntnar .�cer�,vq ir�sf�sro��oue'� LL��JJ d °L PLAT, ,xsm.r.�o,n fir} — s a.err saven�onaa° ° i o y gY ij UL �— _. --- =— _ �' ' swot�' � 3 ■� �. ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 5 of 13 B. Final Plat(dated: 10/11/24) Plot 5hc.lnq AfexitOers Laridirg Subdivision ti s[t.eted„ the Nmtnwatt 1{4 cif the scuthwest 1/4 oT S.rtlon SC. r. r----------lr----- ---T Termah 3 Nm*.Reegs T WW. R m.tleridl.N �••"p -Aur J,1. ,.0 t�of Meridian. Aaa County. I•oha. 202a tort r'.ep WMA Q r + I I x =rY�n.n.11m I. .. Me 1ID ' R.. �, • +W w�wea . In a: a. e ].tin,..n � .. ..:.� - i TI79 `xYF �:•a.�D..T.w Bede P� SURVEY ar. - GROUP.LLC ""�"«• ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 6 of 13 C. Landscape Plan(dated: 09/10/2024) --_TE - 1I11".wryyLMm IF r ! D r— � — 7-1 i' [ r------- -J . - - __ __ __ _ _ __ __ __ __ _ ----_1 __ _ __ _ _ _ _ __ __ _ _ ...... _ ___ __ _- _ _ _ _ . - i ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 7 of 13 L=7 - . ll 7 r I I I - -- -- -- -- -- -- ------------------- --._.. ..................... .. .. .. .---....._....._......... I _ _ _ _ _= r { _=d=----- - _ _____________________________________ _______J-�_____________ J Li[YL E E ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 8 of 13 I ri I I I I I III 4;� M! mass .............. VI. CITY/AGENCY COMMENTS & CONDITIONS A. Planning Division 1. Applicant shall comply with all previous conditions of approval associated with this development [H-2022-0084 and DA Inst#2024-0002091 2. The applicant shall obtain the City Engineer's signature on the final plat within two (2)years of the preliminary plat findings on May 2',2025 as set forth in UDC I 1-613-7 in order for the preliminary plat to remain valid; or, a time extension may be requested. 3. Prior to submittal for the City Engineer's signature,the Certificate of Owners and the accompanying acknowledgement signed and notarized. 4. The final plat shown in Section V.B prepared by Idaho Survey Group LLC., stamped on 10/11/2024 by Cody McCammon, shall be revised as follows: - Include a note and recorded instrument number for the 14-foot wide public pedestrian easement on the plat. An electronic copy of the revised plat shall be submitted prior to signature on the final plat by the City Engineer. ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 9 of 13 5. The landscape plan shown in Section V.C, dated 09/10/24, is approved as shown. 6. Prior to the issuance of any new building permit,the property shall be subdivided in accordance with the UDC. 7. Prior to the City Engineer's signature on the final plat, the non-conformity of the home shall be remedied to meet the off-street parking regulations. 8. All fencing shall comply with the standards of UDC 11-3A-7C. 9. All development shall comply with the dimensional standards for the R-8 zoning district listed in UDC Table 11-2A-6. 10. All homes constructed shall be generally consistent with the conceptual elevations included with the development agreement(inst. #2024-000209). 11. Prior to signature of the final plat by the City Engineer,the applicant shall provide a letter from the United States Postal Service stating that the applicant has received approval for the location of mailboxes. Contact the Meridian Postmaster, Matthew Peterson, at 208-887-1620 or Matthew.W.Peterso0( usps.gov for more information. 12. The existing home on Lot 1,Block 2 shall connect to City utilities within 60 days of it becoming available and disconnect from private services, as set forth in MCC 9-1-4 and 9-4-8. 13. Prior to the first certificate of occupancy a performance surety shall be entered into for the landscaping of the temporary turnaround once it has been removed from the common open space. 14. Staff's failure to cite specific ordinance provisions or conditions from the preliminary plat and/or development agreement does not relieve the Applicant of responsibility for compliance. B. Public Works ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 10 of 13 wastewater Dlstanceto'Sewer Sewer Avaflable at Site 5ervirx5 + Sewer Shed Estimated Project See appllcation Sewer ERU's • WERK Declining Balance Project Cansistemx Yes with WW Master PlarVFacAty Plan ■ 1 rrhpacts{conccerns + See Pub11c Works Slte S t is Conditions W ter + Distance to Water Water Avail abie at Site 5erwives + Pressure Zone Estimated Project see applicatian Water ERU's 1WaterQuality Norhe + Project Consistent Yes with Water Waster Plan s ImpactWCartcerns None SJTE SPECIFIC CONDITIOiNS, t. )ensure no scwcr scnviccs pass through in fi kralion trenches, I Provide 2D'Easements For mains.ihydrahhh laterals and water sery ices.Easements should extend up to the end of mai"ydramlwaier meter and 10'beyond it.Waierrequires a 20'easement wihh main aentcred in tlu middle_ Sewer and water in parallel require a 31Y Lmwmcnt with 10' selhara Lim betwccn mains and edge of pati'cmcnl and 10 sepa Talion between mains, 3_ IrLF1liradon[tenches cannot be within a Utility Easement.Ensure no sewer SeneioXS pass 1hrgugh lniYtratlon trenches. 4. ,lea permanent structures (tretsp bushes, buildin�S carports, trash neeptac3: walls, rVnC45, iofhliration venches,light poky,ctc.)to be built within 6c utility C.Memem. 0FNERAL CONti' MON5. I_ Smitary sewer WT iee to this devclapment is aw�ilable via extension of existing mftin5 WintxnI trh the development.The applic;uht shall install mains to and through this subdivision;applicant shall ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 11 of 13 coordinate train size and routing with the Public Works Department,and exccuie standard ionns of easements for any mains iliac are required to provide service_ Mini mum cover over sewer mains is three RCt,if Cover front top of pipe to 5u1}gradc is Irss ih= three feet than alwmwc nlaLorlals shall be usrd in conformarKc of City of Meridian Public Works Departments Standard specifications- 2- Waier service to this site is available via extension of existing mains adjacent to the developniom. The applicant shall be responsible to install water mains to and tbmuo this developmcn[, coordinate main size and muting with Publ is Works. All improvements related Eo pubiic life,58fity and health shall be completed prior to occupancy of the stmetures. Where apprrn ed by the City B$ineer. m owner may post a N:&rmancc surety For such improve-menu in ardor to ohiain City Enginca signature on the Finni plat a5 SCt krih in UDC 11-Sur-3B. 4_ Upon insmilation of the landscaping and prior to inspection by Planning Department 5tarf, the applicani shall provide a wriiten cenificate of compleiion as set forth in UDC I 1-3B-14A. 5, A lctlerof credit or cash surety in the amount of 1 IWA will be rc uimd for all incomplew fencing, landscaping,amenities,prc5SWrdZ d irrigation,pnor to signatitrc on the final plat. 6_ The City of Meridian requires that the ownor past with the City a performance surety in the amount of 125%of the total ConSt=60n cost for all incomplete SCwer, wstCr infi-AV uCture prior ki filial plat signature_This sumty will hC verified by a line item oast a#tinnate prpvid4'd by the owner m dhc City. 'nc applicani shall be requitod to enter into a Development Surety Agreement wilh 1hr[ icy of Meridian.The surety can be posted in tits farm of an irrevocable letter of credit,cash deposit or bond_ Applicant must file an application for 5tuvoy, which can be found on the C'onintkwily Development Departmera website_ Please contaci Land Developinum Scnrice fat more information at 887-221 1. 7_ The City of Meridian requires that the owner post to the City a warranty surety in the amount of 2W.of the total construction cost for all oompleted sorer,and water infrastructure far a duration oftv.+a years_This surety amount witl be verified by a line item final cost invoicing provided by the owner to uhc City_ The surely Can be pasted in the farm of an irrevocable letter of credit, cash deposit or bond, Applicant must file an apphCaLinn for surety, which tan hr found on the Community Dcvcloptnc% Dqm ment wcb5iu. Plcosc contact Land Development Scrvicc for more infounRlion at 887-2211. $_ In t4 event that an applicant sndlor nwnrr cannot cumpicte nnn-life,non-safety and non-health irnprnvemenu,prior 1p Ci iv) ngi nee silenalurt•an the final plot autdrtrr prior to occupancy,a surety agrccrncnt may be approved as set forth iiw UDC I 9_ Applicant shall be required io pay Public Works developnsent plan review, and nmiruction inspection fees, as determined during the plan review process, prior to the issuance of u plan apprOVA letter. 10_ li shall be the responsibility ofthe applicant to ensure that all development features comply wl[h the Americans with Disabilities Act and the Fair dousing Act. 11_ AppliCbrtt shall he t•esponsiblr fw appliCmli and tpmpliance with any Section 404 Pemii[ting Ihnt may be required by the Army Corps ofEnginccrs, 12_ Developer shall coordinate mailbax locations wit the Meridian Pose Office- B. All grading of the site shall be pLA mod in tonformiIrtoe with NICC I 1-1-4I3. 14_ Compaction test results shall be submitted to the Meridian Building Department for ail building pads receiving engineered back fll_wttere footing would sii atop filmaterial- ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 12 of 13 15- The engineer shall be required io certify that the street centcrliue elewatiom are set a minimum of 3-feet above the highest establ fished peak gmundwaia elevarion- This is to ensure that tlna bouanl elevation of the c=wl Spaces of homes is at least l-foot abor•e. 16. The applicants design engineer shall be responsible for inspection of all irrigation andEor drpirtpge Facility within this project that da not fal l under the jurisdiction of an irrigation district or ACHD. The design engineer shall pmv[de certification that the facilities have been installed in accordance With the approved&siSn plans.This cerifcaton will be req-uired before a certificate of occupancy is issued for any structures within the project, 17. At the completion of the project,the applicant shall be responsible to subn]IS record draw i118s per the City of Meridian AutoCAD standards- These record draw,ingsmust be rEceiVed and approved Prior to the issuance of n Oertification of rrrruprunry for srny structures within the project. 18, Street light plan mot ircmcnts arc listed in section 6-7 of the Improvement Standards for Street Lighting (htipllwww-mcridiancity_orglpublic_works-mpx?id=272)- All sweet lights shaii be installed at developer's expense. Final design shall be submitted as part oFt31e dcveloprnent plan set ]or approval, which mint include the Inc$tion of any rxistiq street lights. The oontiaetor's work and T ateria[S Shall conform to the ISPWC and the City of Mcridisn Supplcmcnml Specifications to the ISPWC.C:ontatct the City of Mcridian Transportation and Utility Coordinator at M-55U[1 forinfortuation on the location&of existing slreel 1ighling- 14- The applicant shall provide easentent(s)for a]I public walunlsewer mains outside of public right of tiny (include all water wrviccs and hydrants). The easement widths shall he 20L-feet wide for a single utility,or 30-feet wide for two. The cawmcnts shall not be dedicated via the plat,but rather dedicated outaidc the plat process using the City of Mcridian's s Yndard farms,T11c COMM 911.111 be graphically depicted on the plat for reference purposes.. Submit an executed easemwrtl(on 111C form available From Public Works),a legal description pre pared by an Idaho Licensed ProFeatloltal Land Surveyor,which must include the area of the casement(marked EXHIBIT A)and nn R 1)2"x 1 F map with bearings hind distanovS(rALLrked EXHIBIT B) Fer review. Both exhibits moat k1f scaled,signed and dated by a Professional 1-end Surveyor, DO NOT RECORD. Add a note to the plat referencing this document. All easerucnts must be submitted,reviewed,and approved prior to signature of the final plat by the City Engineer. 20. Applieatt shall be responsible for application and Compliance with and NPDES Pexmittins thus may be required by the Ertwironmcniai Protection Agency, 21- Any wells that will not continue io be used must be properly abandoned according to Idaho Weil Cwxsitnaction Standards Rules administered by the Idaho I)Lparuneni o1-Water Resoumes- The Developer's Engineer shal l provide a statement addresOng whether them are any existing wells in the development, and if so, how they will cvntinuc to be used, or provide record of their abandonment. 22- Any existing septic systems within this project shall be removed From scnLce per Ciry Ordinance Section 9-1-4 and 9 4 8. Contact the Central District Health Dclwrtment For abandonment procedures and inSpeerionS. 23. The City of Meridian requires that pressurized itri.gation systems be supplied by a ywnr-round source ofwater(UDC I 1-3B-6-). The applicant shotnld be required to use any existing aurfuec or well water For tbC primary Source- If a surface or well source is not available, a singla-paim epnngeO,tion to the Culinary whtr r System Sha]l Ile required- Ifh Sina'le-point oonncction is utilized, the dcv-eloper will be respvmsiblc for the paymcm of assessments For the common areas prior to development plat approval- 24- All irrigation ditches- canals, laterals, or drains, exclusive Of natural waterways, intersecting, ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Alexanders Landing Subdivision—FP-2024-0023) Page 13 of 13 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Fiscal Year 2025 Police Budget Amendment in the amount of$7,846.00 for Vehicle Replacement 12/10/2024 1:13 PM City of Meridian FY2025 Budget Amendment Form Personnel Costs Full Time Equivalent(FTE): Fund# Dept.# G/L# Proj.# G/L#Description Total E IDIAN -- 011 2110 1 41200 1 0 Wages _ 01 2110 1 41206 0 1 PT/Seasonal Wages 01 2110 41210 0 Overtime Pleose only complete the fields 01 2110 41304 0 1 Uniform Allowance highlighted in Orange. 01 2110 111 42021 o IFICA $ Amendment Details 01 2110 42022 0 JPERS1 $ Title: Replace Unit#222(totaled) 01 2110 42023 0 worker's Comp $ Department Name: Police 01 2110 42025 0 Employee Insurance $ Presenting Department Name: Police Total Personnel Costs $ Department#: 2110 Operating Expenditures Primary Funding Source: 1 Fund# Dept.# G/L# Proj.# G/L#Description One-Time On-Going Total CIP#: 01 2110 1 1 0 $ - Project#: 01 2110 1 1 0 $ 01 2110 1 1 0 $ Is this for an Emergency? ❑ Yes FZI No 01 2110 0 $ New Level of Service? ❑ Yes 21 No 01 2110 0 $ 01 2110 0 $ Clerks Office Stomp 01 2110 0 $ 01 2110 0 $ 01 2110 0 $ 01 2110 0 $ 01 2110 0 $ 01 2110 0 $ 01 2110 0 $ Dote of Council Approvol 1-7-2025 Total Operating Expenditures $ - $ $ Capital Outlay Fund# Dept.# G/L# Proj.# G/L#Description Total Acknowledgement Date 01 1 2110 94100 1 0 2025 Ford Interceptor PPV J $ 51,073 01 2110 94100 1 0 IBuild replacement @ ERS $ 11,443 01 1 2110 1 94100 1 0 JPolice Graphics $ 930 De meet Director 01 1 2110 1 1 0 REVIEWED 01 2110 1 0 By Todd Lavoie at 8:20 am,Dec 11,2024 jfiel ds 12.11.24 01 2110 1 0 Chief Financial Officer Total Capital Outlay $ 63,446 Revenue/Donations Approved Anne Little Roberts via email 12.11.24 Fund# Dept.# G/L# Proj.# G/L#Description Total Council Liaison 01 2110 5 1 1 0 ICRMP funds for total loss of#122 $ 55,600 01 1 2110 137900 1 0 1 Approved Robert Simison via email 12.12.24 01 1 2110 1 0 Mayor Total Revenue/Donations $ 55,600 Total Amendment Request $ 7,846 City of Meridian FY2025 Budget Amendment Form C:\Users\tbasterrechea\AppData\Local\Microsoft\Windows\INetCache\Content.Oulook\JBUS6ML9\fy2025-budget-amendment-Unit 122 12/10/2024 1:13PM City of Meridian FY2025 Budget Amendment Form Total Amendment Cost-Lifetime Prior Year(s) Fiscal Year Fiscal Year Fiscal Year Fiscal Year Fiscal Year Department Name: Police Funding 2025 2026 2027 2028 2029 Title: Replace Unit#12Atotaled) Personnel $ $ $ $ $ Instructions for Submitting+Sudget Amendments: Operating $ $ $ $ $ i Department will send Amendment with Directors signature to Finance(Budget Manager)for review, Capital $ 63,446 i Finance will send Amendment to Council Liaison for signature Total $ - $ 63,446 $ - $ $ $ - i Council LIdISon will send signed Amendment to Mayor Total Estimated Project Cost: $ 63,446 i Mayor will send signed Amendment to Finance(Budget Manager) Evaluation Questions i Finance(Budget Manager)well send approved copy of Amendment to Department Please answer all Evaluation Questions using the financial data referenced above. i Department will add copy of Amendment to Council Agenda using Municode Agenda Manager 1. Describe what is being requested? Police Patrol vehicle,Unit#122 was totalled when a citizen struck it in an intersection on Nov 4th,2024. 2. Why was this budget request not submitted during the current fiscal year budget cycle? NA 3. What is the explanation for not submitting this budget request during the next fiscal year budg_etc_ycle? rPatrol vehicles take many months to build by manufacturer,ship to us,and then upfit locally. 4.Describe the proposed method of funding? If funding is split between Funds(i.e. General,Enterprise,Grant),please include the percentage split. List the amounts and sources of anticipated additional revenue that will result from approval of this request. General Fund 5.Does this request align with the Depart me nt/City's strategic plan? If not,please explain how this request was not included in the Department/City strategic plan? Yes 6. Does this request require resources to be provided by other departments? if yes,please describe the necessary resources to be provided by other departments. No 7.Does this Amendment include any needed Equipment or Software that will utilize the Ciity's network?(,Yes or No? No 8.Is the amendmentgoing to result in the disposal of an asset?(Yes or No) Yes F 9.Any additional comments? Total Amendment Request $ 7,846 Every effort should be made to avoid reopening the budget for an amendment. Departments will need to provide back up and appear before the City Council to justify budget amendments. Budget amendments ore intended for emergency or mandatory changes to the original balanced budget. Changes to the original balanced budget may cause o funding shortfall. City of Meridian FY2025 Budget Amendment Form C:\Users\tbasterrechea\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\J8US6ML9\fy2025-budget-amendment-Unit 122 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approval of Task Order 11281.n to Jacobs Engineering Group, Inc. for WRRF Tertiary Filtration - Process Control (Software Integration) for the Not-To-Exceed Amount of $427,305.00 (::� VE N DIAN:--- MEMO TO CITY COUNCIL Request to Include Topic on the City Council Agenda From: Darren Brasseur, Procurement Division Meeting Date: January 7, 2025 Presenter: Consent Estimated Time: N/A Topic: Approval of Task Order 11281.n to Jacobs Engineering Group, Inc. for WRRF Tertiary Filtration - Process Control (Software Integration) for the Not-To-Exceed Amount of $427,305.00 Recommended Council Action: Approval of Task Order 11281.n to Jacobs Engineering Group, Inc. for WRRF Tertiary Filtration - Process Control (Software Integration) for the Not-To-Exceed Amount of$427,305.00 and authorize the Procurement Manager to sign and to issue the resulting Purchase Order. Background: • Please refer to attached Task Order 11281.n and attached Public Works Project Memo. CONTRACT CHECKLIST I. PROJECT INFORMATION Date: 12/17/2024 REQUESTING DEPARTMENT Public Works Project Name: WRRF Tertiary Filtration-Process Control(Software Integration) Project Manager: David Briggs Contract Amount: $427,305.00 Contractor/Consultant/Design Engineer: Jacobs Engineering Group, Inc. Is this a change order? yes ❑ No ❑� Change Order No. II. BUDGET INFORMATION (Project Manager to Complete) III. Contract Type Fund: 65 Budget Available(Purchasing attach report): Department 3590 Yes 0 No ❑ Construction ❑ GL Account 96154 FY Budget: 2025 Task Order 0 Project Number: 11281.n Enhancement: Yes ❑ No 0 Professional Service ❑ Supplies or Equipment ❑ Will the project cross fiscal years? Yes❑ No ❑ Grant ❑ IV. GRANT INFORMATION-to be completed only on Grant funded projects Grant#: Wage Determination Received Wage Verification 10 Days prior to bid due date Debarment Status(Federal Funded) N/A N/A N/A N/A Print and Attach the determination Print,attach and amend bid by addendum(if changed) www.sam.gov Print and attach V. BASIS OF AWARD BID RFP/RFQ TASK ORDER Award based on Low Bid Highest Ranked Vendor Selected Master Agreement Category 76 (Bid Results Attached) Yes ❑ No ❑ (Ratings Attached) Yes ❑No Date MSA Roster Approved: 10/1/2024 Typical Award Yes ❑ No ❑ If no please state circumstances and conclusion: Date Award Posted: November 13,2024 7 day protest period ends: November 20,2024 VI. CONTRACTOR/CONSULTANT REQUIRED INFORMATION PW License N/A Expiration Date: N/A Corporation Status Active Insurance Certificates Received(Date): 6/17/2024 Expiration Date: 7/1/2025 Rating: A++ Payment and Performance Bonds Received(Date): N/A Rating: N/A Builders Risk Ins.Req'd: Yes ❑ No 0 If yes,has policy been purchased? (Only applicabale for projects above$1,000,000) VII. TASK ORDER SELECTION (Project Manager to Complete) Reason Consultant Selected 0 1 Performance on past projects Check all that apply 0 Quality of work 0 On Budget 0 On Time El Accuracy of Construction Est 0 2 Qualified Personnel 0 3 Availability of personnel 0 4 Local of personnel Description of negotiation process and fee evaluation: Please refer to attached Task Order 11281.n Enter Supervisor Name Date Approve Vill. AWARD INFORMATION Date Submitted to Clerk for Agenda: December 17,2024 Approval Date January 7,2025 By: City Council Purchase Order NO.: TBD Date Issued: TBD WH5 submitted N/A (Only for PW Construction Projects) NTP Date: TBD Contract Request Checklist.5.24.2016.Final Mayor Robert E. Simison E IDIAN City Council Members: ��,� Luke Cavener, President Liz Strader, Vice President D A tr a ., Brian Whitlock Doug Taylor John Overton Anne Little Roberts TO: Mayor Robert E. Simison Members of the City Council FROM: David Briggs, P.E., P.M.P. DATE: November 27, 2024 SUBJECT: TASK ORDER#11281. FOR THE WRRF TERTIARY FILTRATION UPGRADE—PROCESS CONTROL SOFTWARE INTEGRATION OF $427,305.00 PURSUANT TO THE MASTER AGREEMENT APPROVED BY CITY COUNCIL OCTOBER 1,2017 REQUESTED COUNCIL DATE: I. RECOMMENDED ACTION A. Move to: 1. Approve Task Order 11281._ with JACOBS ENGINEERING GROUP, INC for the Wastewater Resource Recovery Facility - Tertiary Filtration Upgrade Process Control Software Integration, for a not-to-exceed cost of $427,305.00. 2. Authorize the Mayor to sign the agreement 11. DEPARTMENT CONTACT PERSONS David Briggs, PE, PMP - PM 208-489-0347 Clint Dolsby, PE, Assistant Engineer 208-489-0341 Warren Stewart, City Engineer 208-489-0350 Laurelei McVey, Director of Public Works 208-985-1259 III. DESCRIPTION A. Backsround Page 1 of 4 The WRRF Tertiary Filtration Project is designed to reduce the effluent phosphorus loadings to Five Mile Creek through installation of a tertiary membrane system. The WRRF is currently in year six (6) of a ten-year NPDES compliance schedule to reduce these loadings. B. Proposed Project JACOBS ENGINEERING GROUP INC. will provide process control software integration services for the project. This Task Order will allow Jacobs Engineering the ability to assist the City during Construction with software integration services on this project. C. Consultant Selection JACOBS ENGINEERING GROUP INC. was selected for this project due to their experience with projects of similar size and scope. IV. IMPACT A. Strategic Impact: This project meets the City's mission requirements to identify and prioritize work to anticipate, plan and provide public services and facilities that support the needs of our growing community, ensure modern, reliable facilities, while maintaining financial stewardship and maintaining the ability to meet the changing permit limit requirements. B. Service/Delivery Impact: Implementing tertiary filtration at the WRRF will support departmental objectives to develop and employ strategies that comply with current and pending National Pollutant Discharge Elimination System Permit (NPDES) administered by the EPA and IDEQ. C. Fiscal Impact: Project Costs: Fiscal Year 2022 WRRF Tertiary Filtration $797,946.00 Facilities Survey Work $15,000 Badger Potholing $2,276.82 Page 2 of 4 S1,500,000 FY 2023 Tertiary Filter (3590/96154) S3,000,000 Expansion (approved) FY 2024 Tertiary Filter (3590/96154) S14,500,000 Expansion (proposed) FY2025 Tertiary Filter (3590/96154) S21,000,000 Expansion (proposed) FY 2026 Tertiary Filter (3590/96154) S7,000,000 Expansion (proposed) Total Funding S47,000,000.00 V. ALTERNATIVES No alternatives to this project at this time. VI. TIME CONSTRAINTS Council's approval will allow this project to continue towards construction of the tertiary filtration facilities and meet the NPDES compliance date of June 30, 2027. Approved for Council Agenda: Page 4 of 4 TASK ORDER NO. 11281.n Pursuant to the MASTER AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN CITY OF MERIDIAN (OWNER) AND JACOBS ENGINERING GROUP INC. (ENGINEER) This Task Order is made this 12th day of December, 2024, and entered into by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho, hereinafter referred to as "City", and accepted by Jacobs Engineering Group, Inc., hereinafter referred to as "System Programmer" pursuant to the mutual promises, covenant and conditions contained in the Master Agreement for Professional Services (Category 713) between the above mentioned parties dated October 1, 2024. The Project Name for this Task Order is as follows: WRRF TERTIARY FILTRATION - PROCESS CONTROL (SOFTWARE INTEGRATION) PROJECT UNDERSTANDING The following Scope of Work describes the services that will be provided by the System Programmer to complete the Process Control Software Integration as described in the Conformed Documents for the City of Meridian Wastewater Resource Recovery Facility Tertiary Filtration Facilities Project number 2002003136 dated June 2023 hereinafter referred to as the "Project", completed by Stantec hereinafter referred to as "Engineer". The process control system software integration services for the following equipment will be performed under this single task order: • Process control system software configuration for automated monitoring and control of the new system functions, as specified in the Conformed Documents. Includes the following: o Programming for (2) new Programmable Logic Controllers (PLC): ■ SCFB3PLC0001 ■ STFB3PLC0001 o Updated programming for (1) existing PLC, SCFB1 PLC0001. o Modifications to the existing plant control system Wonderware System Platform, Historian, and TopView alarm notification software. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 1 of 16 Jacobs Engineering Group Inc. • Configuration of (3) new Ethernet network switches listed in Table 3, Device List. All other network switches, including SCADA ring network switches and those provided by package system suppliers will be configured by others. Refer to enclosed Table 3, Device List, for a summary Ethernet Switches on this project. • PLC configuration and testing for Ethernet communications to (8) Variable Frequency Drives (VFDs). VFD configuration is by others. Refer to enclosed Table 3, Device List, for a summary VFDs on this project. • PLC configuration and testing for ethernet communications to (1) power monitor. Refer to Table 3, Device List, for a summary of power monitors on this project. • PLC configuration and testing for (2) ethernet communications to (2) UPSs. Refer to Table 3, Device List, for a summary of UPSs on this project. • SCADA PLC configuration and testing for Ethernet communications to (1) vendor package systems. o STFB3PLC0002 — Membrane Filtration System Vendor PLC Work Approach System Programmer will complete the work in a phased approach. Software Planning: will include meetings with the Owner, Engineer, and Contractor to coordinate project schedule, control sequences, PLC code development, HMI graphics development, testing procedures, and testing coordination. Software Development: will include PLC and HMI development, unwitnessed software test, witnessed software factory acceptance test, panel builder factory acceptance test. Software Implementation: will include implementation of PLC and HMI programming, onsite loop testing, process control strategy/functional testing, closed loop testing, and performance testing as described in Section 01 75 00. This phase will also include training and final tuning. SCOPE OF WORK Task 1 - Project Management The purpose of this task is to manage, coordinate and lead System Programmer activities and perform administration of the project control system software execution and control system software quality reviews. System Programmer will provide the resources necessary for project initiation and management throughout the project. Activities include contract administration, project accounting, Health & Safety Plan preparation, project documentation, monitoring progress, change management, periodic invoicing, and closeout and archiving. The estimated level of effort associated with these functions is based on a 78-week duration from Owner- issued notice-to-proceed to completion for the tasks described herein. Change Management Request for Change (RFC): Changes made by the Engineer, Owner, or Contractor to the City of Meridian Wastewater Resource Recovery Facility Tertiary Filtration Project Conformed TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 2 of 16 Jacobs Engineering Group Inc. Contract Drawings and Specifications that impact this scope of work and or schedule will be submitted as an RFC by the Owner to the System Programmer prior to implementing the change. The System Programmer shall review the RFC and submit a response including cost and schedule impacts. The System Programmer may begin working on the change once terms are agreed upon and authorization is received from the Owner. System Programmer Change Proposal (CP): If the System Programmer wants to propose an alternate solution to the Conformed Contract Drawings and Specifications or to suggest a change to the Contract, it will be done using a CP form. The System Programmer will provide information describing the change and the cost or credit being proposed and the schedule impacts. If a CP is accepted, or partially accepted by the Owner, the Owner will issue an RFC authorizing the change. Request for Information (RFI): The System Programmer may request interpretation or clarification of the Conformed Contract Drawings and Specifications or the 1/0 list during the construction of the project. Either the Owner, Engineer, Contractor, or System Programmer may request additional information from one of the other parties. The request section of the form will be filled out by the party initiating the request. It will be sent to the Engineer. The Engineer will distribute it to the appropriate party for a written response. The written response will be returned to the Engineer who will distribute copies. If the response to an RFI causes a change to this Contract, the Owner shall be notified. If the Engineer and Owner concur, Owner will issue an RFC to the System Programmer. Health and Safety Plan Develop a Health and Safety Plan for Jacobs work throughout the project. Deliverables: • Completed RFC responses. • Completed CP forms. • Completed RFI forms. • Monthly invoices and progress reports. • Monthly schedule updates. Task 2 - Construction Support Services The purpose of this task is to coordinate construction schedules and equipment submittals with the Contractor and Owner in order to provide successful integration of the control system software. • Participate in Pre-Construction meeting at the project site with Owner and Contractor (2 people at 4 hours each) • Review Contractor's preliminary construction schedule • Review 13 associated Contractor submittal packages from the following sections and provide review responses. Up to four re-submittals assumed (up to a total of 120 hours). o 01 32 00, CPM Construction Schedule TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 3 of 16 Jacobs Engineering Group Inc. 0 01 75 00, Equipment Testing and Plant Start Up 0 01 79 00, Owner Staff Training 0 40 63 13, SCADA Coordination Requirements 0 40 90 10, Control Strategies 0 40 91 00, Process Control Instrumentation Systems (includes all 40 91 subsections) 0 40 95 10, PLC Based Control System Hardware 0 40 95 13, Control Panels 0 40 95 20, PLC-Based Control Systems Software 0 26 08 00, Commissioning of Electrical Systems 0 26 24 19, Low Voltage Motor Control 0 26 29 23, Low Voltage Adjustable Frequency Drives 0 40 05 57, Actuators for Process Valves and Gates • Review associated requests for information (RFIs) and provide responses. Up to 20 RFI responses assumed (up to a total of 20 hours). • Incidental coordination with Contractor (maximum 78 hours, average 1 hour per week in accordance with Milestone Schedule below.) Deliverables: • Submittal review comments. • RFI responses. Task 3 - Software Planning The purpose of this task is to coordinate planning activities with the Engineer, Owner and Contractor in order to define roles and responsibilities. Workshops are included to allow System Programmer, Owner and Engineer to review the control sequences, and to further define the details of the control sequences prior to beginning software development. System Programmer Kickoff Meeting • Schedule and lead one 2-hour workshop at the project site. • Review procedures for exchanging information with Owner, Engineer, Contractor, System Integrator, and Package System Vendors including: o Contractor Submittals o System Programmer Submittals o Contractor RFIs o 1/O List ■ Rack/Slot/Point assignments TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 4 of 16 Jacobs Engineering Group Inc. o Start Up Records (maintained and submitted by Contractor per 01 75 00 C) o Control Strategies (maintained and submitted by System Programmer for Engineer Approval) o Training Plans (maintained and submitted by Contractor per 01 79 00 1.05A) o Review Construction Schedule and determine update frequency. o Reference Sections ■ 01 75 00, Equipment Testing and Start Up ■ 40 63 13, SCADA Coordination Requirements ■ 40 90 10, Control Strategies ■ 40 91 00, Process Control Instrumentation Systems (includes all 40 91 subsections) Database setup • Populate Commissioning database with PLC 1/0 tags, loop descriptions, and AOI assignments. Control Sequences • Lead one 5-hour Preliminary Control Sequence Workshop at the project site with Owner staff and Engineer to review the control sequences as described in Sections 40 90 10 to further define the details of the control sequences necessary for programming. o Notes from the workshop will be used by System Programmer to update the Control Sequence document. o Revised Control Sequences to be approved by Engineer and Owner. Once revised, the System Programmer will assess the quantity and level of changes resulting from the Preliminary Control Sequence Workshops and submit Change Proposal forms if needed prior to developing preliminary code and prior to scheduling Final Control Sequence Workshop. o System Programmer will follow the intent of the written control sequences through the use of the City's current software programming standards, while not requiring Requests for Change to transpose into the current standard. • Lead one 2-hour Final Control Sequence Workshop at the project site with Owner staff and Engineer to review and finalize the control sequences. Workshop to include discussions related to custom control faceplates that will be developed on the project to provide operations the ability to configure setpoints for control functions. o Notes from the workshop will be used by the System Programmer to update the Control Sequences document. Revised Control Sequences to be approved by Engineer and Owner. Once revised, the System Programmer will assess the quantity and level of changes resulting from the Final Control Sequence Workshop and submit Change Proposal forms if needed prior to proceeding with task 4. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 5 of 16 Jacobs Engineering Group Inc. • All Control Sequence document edits to be completed by the System Programmer and approved by the Engineer and Owner. 10 List Evaluation and Assignments • SCFB1 PLC0001 — Existing Chemical Feed Building 1 o System Programmer to evaluate the 10 requirements defined in the contract documents and assign Rack/Slot/Point in the existing SCFB1 PLC panel. o Determine that there is enough spare capacity in the existing SCFB1 PLC panel and notify project team if additional 10 cards need to be added. o Coordinate Rack/Slot/Point assignments with Contractor, Owner and Engineer. • SCFB3PLC0001 — Chemical Feed Building 3 PLC Panel o Coordinate Rack/Slot/Point assignments with Contractor, Owner and Engineer. • STFB3PLC0001 — Filter Building PLC Panel o Coordinate Rack/Slot/Point assignments with Contractor, Owner and Engineer. Vendor Package Coordination Workshop Jacobs will lead one 1 hour coordination workshop with the Filter Membrane Vendor to coordinate PLC to PLC communication strategies, data map, and control functionality. Deliverables: • Meeting minutes from System Programmer Kickoff meeting. • Preliminary control sequences workshop notes. • Final control sequences workshop notes. • Revised control sequences document. • 10 list with Rack Slot Point assignments. • Vendor package coordination workshop notes Task 4 - Software Development The purpose of this task is to complete the programming of the plant control system software, and to demonstrate the software functions to the Owner and Engineer, refer to enclosed Table 2, Subsystem Details, for a description of the systems included in this scope of work. System Programmer will provide the following services for each of the 3 PLCs listed in Table 2: PLC and HMI programming • Based on the results of the final Control Sequences workshop. • Up to 10 process graphics • Up to 5 custom control pop-up graphics • Modify Navigation graphic, Site plan graphic, and control network graphic. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 6 of 16 Jacobs Engineering Group Inc. • Modify up to 5 existing process graphics that are affected by the existing equipment modifications on the Project. • Vendor package system programming for Membrane Filter Vendor package systems o PLC and HMI programming for the Vendor package to align with the vendor package coordination workshop. o All monitoring information available at Filter Membrane System will be displayed as monitor-only information at plant SCADA. o Up to 10 remote setpoint will be available at plant SCADA. Plant will be able to select whether setpoints setting is in SCADA Mode or Local Mode. Local mode means that setpoints are set at the local vendor control panel. Transition between SCADA and Local Mode will be bumpless, meaning that the setpoints will remain the same when switching between the two modes. Draft HMI Graphics Review Provide HMI screenshots of up to 5 major process graphics and 2 custom control popups digitally for review of concepts by City staff before labor is invested in development of all graphics required for the project. System Programmer to lead a 2-hour workshop with within one week of providing the screenshots for review to demonstrate the concepts and collect Owner feedback. Owner staff will provide marked-up copies of the graphics identifying the desired changes within 1 week from completion of the graphics review workshop. Unwitnessed Software Demonstration Unwitnessed software demonstration test to confirm that the PLC and HMI programs are ready for the witnessed software demonstration test and that they meet the functional requirements of the project. This test does not include vendor package PLCs, VFDs, or smart overload devices. Witnessed Software Demonstration Lead 2 4-hour witnessed software demonstration. Witnessed software demonstrations are a repeat of the unwitnessed software demonstration test but witnessed by Owner and Engineer to verify functionality of PLC and HMI programs meet the project requirements. Control Strategies Document Maintain redline electronic copies of Control Strategies throughout the development and implementation phases of the project. Edits to Control Strategies will be submitted to Owner and Engineer for approval. (Note: System Programmer to maintain master copy of Control Strategies). After the witnessed software demonstration, Control Strategies will be updated with screenshots from Jacobs Lab development environment. This document will be used in preliminary operator classroom training prior to the operational test phase. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 7 of 16 Jacobs Engineering Group Inc. System Test Plan Development Develop system test plans for new systems for local interlocks and remote-control functionality based on Control Strategies developed in the project. System Test Plans to be reviewed by City staff and Engineer for approval prior to Software Implementation. System Test Plans will be developed within the System Programmer Commissioning Database and will be exported into PDF format. Filter Membrane Master Control Panel Factory Acceptance Test System Programmer to attend the Filter Membrane Master Control Panel Factory Acceptance Test to verify proper construction of Filter Membrane Master Control Panel and Remote 10 panels and verify PLC to PLC to System Platform communications. Refer to 40 91 00 J for additional information. Filter Buildinq PLC Factory Acceptance Test System Programmer to attend the Filter Building PLC Factory Acceptance Test to verify proper construction of the Filter Building PLC by performing the following tests: • Digital Inputs: Panel builder to simulate closed contact on digital input while system programmer monitors input. • Digital Outputs: Panel builder to measure at output while system program forces on output in program. • Analog Inputs: Panel builder to generate 4 ma, 8 ma, 12 ma and 20 ma on each analog input while system programmer monitors input. • Analog outputs: Panel builder to measure output while system programmer forces output to 0%, 24%, 50%, 75% and 100% of full scale. • System programmer to inspect panels and ensure all panels are build to drawings. Chemical Feed Building 3 Factory Acceptance Test System Programmer to attend the Chemical Feed Building 3 PLC Factory Acceptance Test to verify proper construction of the Chemical Feed Building PLC. • Digital Inputs: Panel builder to simulate closed contact on digital input while system programmer monitors input. • Digital Outputs: Panel builder to measure at output while system program forces on output in program. • Analog Inputs: Panel builder to generate 4 ma, 8 ma, 12 ma and 20 ma on each analog input while system programmer monitors input. • Analog outputs: Panel builder to measure output while system programmer forces output to 0%, 24%, 50%, 75% and 100% of full scale. • System programmer to inspect panels and ensure all panels are build to drawings. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 8 of 16 Jacobs Engineering Group Inc. Deliverables: • Up to 10 preliminary process graphics • Up to 5 preliminary custom control pop-up graphics • Witnessed Software Demonstration notes • Updated control strategies document • System Test Plans (in PDF format) • Filter Membrane Control Panels Test notes, including punch list items for vendor • Filter Building PLC Factory Acceptance Test Notes, including punch list items for the panel fabricator. • Chemical Feed Building 3 Building PLC Factory Acceptance Test Notes, including punch list items for the panel fabricator. Task 5 - Software Implementation The purpose of this task is to install the Plant control system software additions, provide required field testing, provide Owner training, and to complete the system startup and tuning. TopView Alarm List Develop alarm list for the project to provide to the Owner for selecting and importing alarms into the TopView alarm notification software. Owner staff will coordinate with operations and import into TopView. Configuration and Commissioning • System Programmer will provide the following services for each of the subsystems listed in Table 2: o HMI software installation and configuration. o PLC software installation and configuration • Ethernet communication configuration for (3) 10 network switches. • Ethernet communication configuration for (8) variable frequency drives (VFDs). All other VFD configuration is by others. • SCADA network switch communication failure testing: network node failure testing to verify that network alarming is confirmed when a loss of communication occurs. Testing Preparation Prior to beginning each test phase, System Programmer will review Contractor test result submittals of each required prerequisite test to confirm systems are ready for System Programmer testing. System Programmer testing to commence no less than 2 weeks following review and approval of the Contractor's prerequisite test result submittals. Upon completing each test phase, System Programmer will submit test results for Owner and Engineer approval and signature. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 9 of 16 Jacobs Engineering Group Inc. Component Test Phase • Loop Testing as described in Section 40 91 00 3.2.C, in collaboration with Contractor. Test each instrument loop as an integrated system from field instruments and controlled devices to Wonderware. 1/0 counts based on Section 40 91 00, Supplement A. o Local I/O: 146 DI, 55 DO, 34 Al, 17 AO. o Network I/O: 287 DI, 260 DO, 94 Al, 15 AO. 0 1 person, 160 hours total System Test Phase • Process Control Strategy/Functional Testing as described in Section 01 75 00 including debugging PLC control logic, exercising control narratives, verifying alarming functions and verifying interlocks. o 1 person 160 hours total • Control System Closed Loop Testing as described in Section 01 75 00 including PID loop tuning. o 1 person, 56 hours total Operational Test Phase Perform Pre-Comissioning Test (PT) as described in Section 01 75 00 1.2 B. • Each component of the system operates correctly with all other components of the system. • Verify analog control loops operate in a stable manner. • Verify hardwired and software equipment interlocks perform correctly. • Verify process control sequences perform correctly. • Verify PLC application programs performs monitoring and control functions correctly. • Verify operator interface graphics represent the monitoring and control functions correctly. • 1 person 80 hours total • Operational Test Phase is considered complete when the software performs the functions as described in the process control narratives modified in Task 3. Final Tuning • Final tuning adjustments of all PID loops, timing sequences, and alarm setpoints. • 1 person 40 hours total Training • Classroom training onsite following System Test Phase, prior to Operational Test Phase. 2 people for two 2-hour sessions (up to 8 hours total). TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 10 of 16 Jacobs Engineering Group Inc. • Live control room training using Plant HMI and functional PLCs, after Operational Test Phase. 2 people for two 2-hour sessions (up to 8 hours total). Deliverables: • TopView Alarm List • Software test documentation forms for signature by an Owner representative authorized to witness and approve successful test completion. o Component test results o System test results o Operational test results • Final System Platform Galaxy Back Up • Final PLC programs • Final Updated Control Narrative with screenshots ASSUMPTIONS: • Because of System Programmer's experience and understanding of Owner's plant control system and programming standards, Section 40 95 20, PLC-Based Control Systems Software is replaced in entirety by this scope of work. • Any software licenses required for this project are supplied by others and are not included in this scope of work. • System Programmer to have remote access to PLC programming software and System Platform programming software during Task 5 to allow for remote assistance for small troubleshooting tasks. • Control functionality is based on the conformed specifications. o Any functionality changes proposed during workshops will be reviewed and approved by the Engineer and Owner for functionality, schedule and budget impacts before proceeding with detailed PLC and HMI programming. o Any functionality changes proposed during Software Development, FAT, or Implementation will be reviewed and approved by the Engineer and Owner for functionality, schedule and budget impacts before implementing the change. o Any functionality changes that require modification to field equipment or the construction of field equipment shall be processed with the Contractor through the Contract Modification Procedures by the Engineer or Owner as required prior to implementing the functionality change, unless directed otherwise by the Engineer and Owner. • PLC and HMI software planning and development for this project will be done remotely from the site, primarily in the Jacobs Boise office. Software implementation will take place at the site. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 11 of 16 Jacobs Engineering Group Inc. • PLC 1/0 to be programmed and tested is based on Section 40 95 10, Supplement A. Engineer, Contractor, or Owner changes to the 1/0 list shall be issued as an RFC. System Programmer shall have no less than 30 working days prior to loop testing to implement each change or as agreed to in the RFC response. • System Programmer to use the Owner standard Allen Bradley ControlLogix version 32 and Wonderware ArchestrA system platform version 2023, R2. • PLC programming effort is based on using the Owner's existing add-on instructions (AOls) similar to those used on the Lift Station SCADA Upgrade project. Most up to date versions of AOls to be provided by owner by System programmer kick off meeting. o Analog_lnput_Scaling_V1 o CoM_Interlock v1 o CoM_Sequencer_Start Immediate_V2 o Discrete Alarm o E300_V2 o LeadLag o LeadStandby o Motor Fixed_Speed_v2 o Motor VariableSpeed_v2 o PIDE_Control_v1 o Totalizer1 • While programming in existing PLCs, system programmer will use the newest AOI version for all new objects. System programmer will not update out-of-date AOls to newest AOIs. • HMI programming effort is based on using the Owner's existing System Platform object templates similar to those used on the Lift Station SCADA Upgrade project. • Historian configuration is not required as all historized objects will use owner standard templates that have the historian configuration already configured. • PLC and HMI tagging format will be based on tags listed in Section 40 91 00, Supplement A. • Programming for monitoring of vendor package systems will be similar to the methods and functions used on the Sidestream project. • Owner will use tags in Section 40 91 00 for entering and assigning tags within the Plant Maintenance Management System (Hansen). Owner modification of tags to be completed prior to the software development phase of the project. • TopView modifications will add up to 600 new alarms based on new PLC programs, importing of alarms into the live TopView system will be handled by Owner. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 12 of 16 Jacobs Engineering Group Inc. • Onsite software testing will not begin until preliminary equipment testing has been successfully completed by the Contractor and authorization to proceed is issued to System Programmer. Preliminary testing means that all wiring is complete and tested, field instrumentation is calibrated and operational, phase rotation has been confirmed on all 3-phase powered rotating machinery, all required manufacturer's startup service is complete (including receipt of Manufacturer's Certificate of Proper Installation, where required by specification), and local manual control of all equipment has been confirmed. • Network switches for the main SCADA ring are configured by IT. • Factory Acceptance Test for the Filter Membrane Control panels will not happen locally and therefore travel expenses are included. It is assumed that the FAT will happen in the contiguous US and only one FAT (up to one week) is required to cover all control panels. • Factory Acceptance Test for the new STFB3 and SCFB3 PI-Cs will not happen locally and therefore travel expenses are included. It is assumed that the FAT will happen in the contiguous US and only one FAT (up to one week) is required to cover all control panels. • Test results signed by Owner and Engineer are confirmation that testing has been completed successfully. Repeat of tests following sign off or additional testing beyond what is described in this scope are not included and will be resolved using contract modification procedures described in Task 1. • Test delays or interruptions due to Contractor, Engineer, Owners or vendors work are not included and will be resolved using contract modification procedures described in Task 1. • Failed tests resulting from Engineer errors, Contractor errors, equipment problems or issues outside the control of the System Programmer will be submitted by the System Programmer to the Owner for resolution by the associated parties. Impacts to programming will be resolved using contract modification procedures described in Task 1. • System Programmer is not accountable for errors and omissions in the construction contract documents. Impacts to programming will be resolved using contract modification procedures described in Task 1. • Contractor staff will be available for coordination and assistance with field equipment during software testing. • System Programmer will use software test documentation forms for signature by an authorized Owner representative (similar to those used for previous work executed at the WWRF by System Programmer). • Milestone schedule is based on Owner provided start date of November 1 st, 2024 and an 18 month project duration. TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 13 of 16 Jacobs Engineering Group Inc. • Temporary controls described in Section 01 75 00 are by others and are not included in this scope of work. • Installation, testing and configuration of HVAC systems, networked telephone systems, distributed antenna system, and fire and alarm systems are by others and not included in this scope of work. • Contractor RFIs associated with System Programmer tasks will be reviewed by System Programmer prior to Engineer issuing a response to the Contractor. • Configuration of VFDs is by others. TABLE 2: Subsystem Details Hardwired 1/0 Network 1/0 PLC DI DO All AO DIE DOE AIE AOE SCFBlPLC0001 54 14 18 12 0 0 0 0 STF133131-00001 64 31 10 1 287 260 94 15 SCFB3131-00001 28 10 6 4 0 0 0 0 TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 14 of 16 Jacobs Engineering Group Inc. TABLE 3: Device List Device Description Type SCF133NSW0001 Chem Feed Bldg 3 Local 10 NSW Network Switch STF133NSW0001 Filter Building Local 10 NSW Network Switch STFB3NSW0002 Filter Building MCC NSW Network Switch STF133VFD0209 Equalization Pump 1 VFD STFB3VFD0210 Equalization Pump 2 VFD STF133VFD0201 MF Feed Pump 1 VFD STFB3VFD0202 MF Feed Pump 2 VFD STF133VFD0203 MF Feed Pump 3 VFD STFB3VFD0204 MF Feed Pump 4 VFD STF133VFD0111 Tertiary Drain Pump 1 VFD STF133VFD0112 Tertiary Drain Pump 2 VFD STFB3PLC0002 Filter PLC Panel Vendor PLC Panel STF133MDP0001 Filter Building Power Meter Power Meter STF63UPS0001 Filter Building UPS UPS SCFB3UPS0001 Chem Feed Bldg 3 UPS UPS Milestone Schedule Project Management (Task 1) Notice to Proceed: November 1, 2024 System Programmer's Kickoff Meeting December 15, 2024 Software Planning (Task 2) Control Sequence Workshops February 2025 DEVELOPMENT (Task 3) Software Development March 2025 - January 2026 Unwitnessed Software Demonstration Test October 2025 Witnessed Software Demonstration Test November 2025 IMPLEMENTATION (Task 4) Component Test Phase January 2026 Operational Test Phase March 2026 Training April 2026 Final Completion May 1, 2026 TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 15 of 16 Jacobs Engineering Group Inc. TIME OF COMPLETION AND COMPENSATION SCHEDULE COMPENSATION AND COMPLETION SCHEDULE Task Description Estimated Due Date Compensation 1 Project Management ■ 11/1/24 - 5/1/26 $40,413.00 2 Construction Support Services ■ 11/1/24 - 5/1/26 $26,417.00 3 Software Planning (Phase 1) ■ 11/1/24 - 3/1/25 $42,811.00 4 Software Development (Phase 2) ■ 3/1/25 - 1/1/26 $226,859.00 5 Software Implementation (Phase 3) ■ 1/1/26 - 5/1/26 $90,805.00 TASK ORDER TOTAL: $427,305.00 The Not-To-Exceed amount to complete all services listed above for this Task Order each fiscal year is Four Hundred Twenty-Seven Thousand, Three Hundred Five Dollars and 00/100 ($427,305.00). No compensation will be paid over the Not-to-Exceed amount without prior written approval by the City in the form of a Change Order. Travel will be reimbursed at cost per the Master Agreement. No other expenses will be reimbursed through this agreement. All costs must be incorporated in the individual tasks within the Compensation and Completion Schedule above. CITY OF MERIDIAN: JACOBS ENGINEERING GROUP, INC.: BY: BY: .4Z14 4A,— KEITH WATTS, Procurement Manager JEFF H SON, Manager of Projects Dated: 1-7-2025 Dated: 12/16/2024 City Project Manager: Brent Blake TASK ORDER 11281.n -WRRF Tertiary Filtration - Process Control (Software Integration) Page 16 of 16 Jacobs Engineering Group Inc. E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approve and authorize Procurement Manager to issue and sign the Purchase Order to QCues for the Not-to-Exceed amount of$350,000.00 to QCues for a Ford 550 Van for Wastewater Department C� fIEN .D L4,, MEMO TO CITY COUNCIL Request to Include Topic on the City Council Agenda From: Sandra Ramirez, Procurement Div. Meeting Date: December 19, 2024 Presenter: N/A Estimated Time: N/A Topic: Approve and authorize Procurement Manager to issue and sign the Purchase Order to QCues for the Not-to-Exceed amount of$350,000.00 Recommended Council Action: Approve and authorize Procurement Manager to issue and sign the Purchase Order for the Not-to- Exceed amount of$350,000 to QCues for a Ford F550 Van for the Wastewater Department. Background: This purchase is off a HGAC Coop agreement. City Of Meridian Statement of Revenues and Expenditures - Rev and Exp Report - Sandra 65 - Wastewater Fund 3520 - WW Collection Lines From 10/1/2024 Through 9/30/2025 Budget with Current Year Budget Amendments Actual Remaining Capital Outlay 94100 Capital - Vehicles 1,000,000.04 0.00 1,000,000.04 Total Capital Outlay 1,000,000.04 0.00 1,000,000.04 DEPT EXPENDITURES 1,000,000.04 0.00 1,000,000.04 TOTAL EXPENDITURES 1,000,000.04 0.00 1,000,000.04 Date: 12/5/24 09:53:09 AM Page: 1 CITY OF MERIDIAN Purchase Requisition �E IDIAN=-- Purchasing Department DATE OF 33 E BROADWAY AVE, STE 106 CITY OF MERIDIAN REQUEST 11/22/2024 MERIDIAN, ID 83642 Wastewater Department PURCHASE ORDER -ON • TEL: (208)489-0417 SLIPS,CARTONS AND CORRESPONDENCE RELATED TO THIS ORDER FAX: (208)887-4813 AVAILABLE BUDGET AMOUNT $357,500.00 IS BUDGET AMENDMENT REQUIRED? SUGGESTED VENDOR QCUES No CITY SUPPORT TICKET NO. PROJECT MANAGER PAYMENTTERMS FREIGHT TERMS F.O.B. REQUESTOR Jim Payfer INET30 PREPAID DESTINATION Warren Hudson PROJECT NAME: QCUES CCTV VAN FY2025 Description of Purchase Quantity and Pricing ACCOUNTINGCODES PART NUMBER DESCRIPTION/COMMITMENT NAME QTY UNIT UNIT PRICE FUND DEPT EXPENSE OR PROJECT/ TOTAL AMOUNT TASK ORDER CONTRACT PROJECT DESCRIPTION I QCUES CCTV VAN FY2025 1 $ 350,000.00 65 3520 94100 $ 350,000.00 $ - $ - NOTES: Council Approval Date: 1-7-2025 $350,000.00 AUTHORIZED DEPARTMENT SIGNATURE How to fill out the Purchase Requisition. Fill in the SHIP TO DEPARTMENT NAME. This is the name of the requesting department and where the product will be shipped If the Ship To location is somewhere other than the department location, please enter that address in the lines below the department name and highlight it. Fill in the DATE OF REQUEST located in the box on the right hand side of the form. Fill in the amount of budget available for this commitment. Is a budget amendment required to fund this request? Answer YES or NO. Enter the name of the SUGGESTED VENDOR. Please check with FINANCE to verify that the City of Meridian has the vendor set up as an account. If the vendor is not set up, request that a W-9 form be submitted to FINANCE before placing the order. If PURCHASING receives this Purchase Requisition and the vendor is not set up, an order processing delay occurs If vendor will be determined by procurement process,enter"TBW CITY SUPPORT(JITBIT)TICKET NO is entered by purchasing staff. Enter the PROJECT NAME,TASK ORDER NAME AND NUMBER and/or PROJECT/COMMITMENT NUMBER Enter the name of the PROJECT MANAGER and REQUESTOR. Under"PART NUMBER/DESCRIPTION/COMMITMENT NAME /TASK ORDER/CONTRACT/PROJECT DESCRIPTION Enter the COMMITMENT NAME,TASK ORDER or PROJECT DESCRIPTION, Part Number or Description of Item being purchased If you have more than one item,enter each on a separate line. Enter the QUANTITY for each line item. Enter the UNIT and UNIT PRICE for each line item. (Task orders and contracts should be listed as CITY 1 and UNIT EA. Unit price and total will be equal.) ACCOUNTING CODES Enter the FUND that you want the expense to impact 1) The FUND number will be either: (a) 01,07,08, 20,55,or 60 depending on what FUND the budget is in Enter the DEPARTMENT CODE you want the expense to impact 1) The DEPARTMENT CODE is a 4 digit number that corresponds to your department Enter the GL ACCOUNT NUMBER(Expense Account)for each item. 1) The GL ACCOUNT NUMBER(Expense Account) is the 5 digit number where the budgets are located Enter the PROJECT CODE/COMMITMENT#you want the expense to impact 1) The PROJECT CODE/COMMITMENT is an alpha numeric code that identifies a specific project or commitment to charge all expenses to INFORMATION ONLY The FUND, DEPARTMENT CODE,GL ACCOUNT NUMBER,AND PROJECT CODE make up the accounting code for your request. The accounting code will hold the budget dollars and actual expenses for your PO request. Accuracy is important as the resulting PO encumbers this accounting code(budget line item). Not all requests will have a project number. Call Purchasing if you are unsure. This form will automatically total your request. In the NOTES field add any information that you feel is significant. AUTHORIZED DEPARTMENT SIGNATURE Each department has a list of employees and amounts that they are authorized to sign for. Please make sure that the authorized department personnel signs the form. The completed and signed form must be submitted to Purchasing, along with the required support documents via a CITY SUPPORT(JITBIT)ticket. PRINT AND SUBMIT ONLY PAGE 1(NOT THESE INSTRUCTIONS) E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Linder Road Overpass (Linder, Franklin to Overland) Cost Share Permit ADA COUNTY HIGHWAY DISTRICT COST SHARE PERMIT 3775 Adams Street ACHD Contact Person: Garden City, Idaho Project Management 83714 Name: Reid Selmer Phone (208) 387-6280 3775 Adams Street Facsimile (208) 387- Garden City Idaho 83714 6289 Phone: (208) 387-6249 ACHD Date of Permit: ACHD Project Nos.: 522038 Permit No.: 51 and 321062.001 Capitalized terms that are not defined in this Permit shall have the meanings given to them in the ACHD Cost Share Ordinance No. 215. I. PERMITTEE INFORMATION This permit is granted to: Partnering Agency Contact Person: City of Meridian Caleb Hood Deputy Director Phone: 208-489-0572 Email: chood@meridiancity.org II. ROAD PROJECT AND APPROVED NON-TRANSPORTATION COMPONENTS Name/Location of ACHD Road Project: Linder Road, Franklin to Overland ACHD Project 522038/321062.001 as depicted in the project plans attached hereto and incorporated herein as Exhibit A. 1 of 10 Approved Non-Transportation Components: Pursuant to this Permit, ACHD authorizes, and, as a condition of issuing this Permit, requires, the following Non-Transportation Components: 1) Construction and Perpetual Maintenance of the following • Continuous Streetlighting, • Fiber conduit with junction boxes, • Landscaping between the multiuse pathways and curb and in the center medians (hereinafter "landscaping"), • Art Fixtures and associated lighting in the center median, • River Patterned concrete for the pedestrian wall and the parapet, and • River Pattern/form liner for the MSE wall/abutment. All of the aforementioned is depicted in Exhibit A as attached and incorporated herein. ACHD authorizes and requires the construction and perpetual maintenance of the continuous streetlighting, fiber conduit with junction boxes, landscaping, art fixtures, and river patterned concrete associated with this Project. In accordance with Ordinance 215,the foregoing continuous streetlighting,fiber conduit with junction boxes, landscaping, art fixtures, and river patterned concrete are referred to as the "Non-Transportation Components." III. ACQUISITION OF RIGHT-OF-WAY OR REAL PROPERTY Conditions of acquisition/contribution of right-of-way or real property by Partnering Agency and/or reimbursement to ACHD by Partnering Agency for said acquisition: None. ACHD has already acquired or is in the process of acquiring the right-of-way necessary to incorporate the Non-Transportation Components into the Project. Therefore, the acquisition of real property is not required of the Partnering Agency and is not part of the Non-Transportation Components. IV. DESIGN OF NON-TRANSPORTATION COMPONENTS AL A Party responsible for obtaining plans/design for Non-Transportation Components: ACHD design plans include the continuous streetlighting, conduit/junction boxes and river patterns described in Section II.The City is providing design plans for the landscaping and art fixture design described in Section II have been designed by the Partnering Agency, as shown in Exhibit A. 2of10 If Partnering Agency is responsible for providing plans/design, deadline for submitting plans/designs to ACHD for approval: N/A Additional conditions: All designs/plans submitted by Partnering Agency must comply with (i) established engineering standards, including the Idaho Standards for Public Works Construction (ISPWC); (ii) the American Association of State Highway and Transportation Officials (`AASHTO'); (iii) the Cost-Share Ordinance No. 21 S; (iv) all adopted ACHD rules, regulations, and policies; and (v) all state and federal laws. No designs shall be considered final until they are approved in writing by ACHD. Any modifications to the deadlines set forth above must be approved in writing by ACHD. By approving such design or construction of the Non-Transportation Components to the extent such Non-Transportation Components were not designed or constructed by ACHD. Allocation of design costs for Non-Transportation Components (including, if applicable, any credits provided to Partnership Agency and application of any federal funding) and for reimbursement, if applicable: The Partnering Agency shall be solely responsible for all design costs for the fiber optic conduits, the associated junction boxes, landscaping, art fixtures, and river patterned concrete. (Non-Transportation Components), if any. ACHD agrees to provide the City with a credit for the cost to construct the City's landscaping design in place of the stamped concrete in sections of the sidewalk buffers and medians. The credit amount will be provided by ACHD to the City in a per square foot credit at the time of the bid for the portion the City chooses to landscape. V. CONSTRUCTION OF NON-TRANSPORTATION COMPONENTS 3 Description of construction work approved by ACHD to be completed by Partnering Agency (if applicable): (In addition to description, refer to designs and plans attached to this Permit as Exhibits, if applicable.If designs and plans are not complete at the time of issuance of this Permit,they must be approved in writing by ACHD and shall be incorporated into this Permit.) 1. ACHD SHALL: a) Be the party responsible for soliciting, receiving and opening of bids and for executing and administering the construction contract for the roadway reconstruction and Non-Transportation Improvements referenced herein, which contract shall include, inter alia, a provision that all work required for the Non-Transportation Improvements shall be performed in conformance with the most current edition of the Idaho Standards for Public Works Construction(ISPWC) and the most current City of Meridian Supplemental Specifications to the ISPWC. b) Provide Partnering Agency with a complete set of combined bid documents for the roadway reconstruction, and for the Non-Transportation Improvements. 3of10 c) Furnish Partnering Agency with an abstract of all bids received, and obtain Partnering Agency's written concurrence with ACHD's recommendation for award of the construction contract prior to making such award. Partnering Agency's concurrence shall specifically acknowledge that the Non- Transportation Improvements are and shall be subject to the terms and conditions of this Agreement. If Partnering Agency does not concur, ACHD shall remove the Non-Transportation Improvements and if necessary, rebid the Project. Partnering Agency shall be responsible and shall reimburse ACHD for any and all costs suffered by ACHD attributable to the removal of the Non-Transportation Improvements from the Project and if applicable, the rebidding of the Project. d) Include in the construction contract, a term providing that Partnering Agency will have the right and authority to work directly with the Contractor to resolve any claims relating in any way to the Non- Transportation Improvements and that any such claims will be reviewed, approved or denied by Partnering Agency including enforcement of the two(2)year warranty period to be started at the date described in the final acceptance letter from Partnering Agency. e) Coordinate with Partnering Agency should any changes be made to ACHD's portion of the construction contract or work pursuant thereto that does or may impact the Non-Transportation Improvements. f) Make monthly progress payments and the final construction contract payment to the Contractor in conformance with the terms of the construction contract. g) Submit to Partnering Agency a copy of each design consultant billing attributable to the Non- Transportation Improvements if applicable and Contractor progress payment estimate, and the final construction contract payment estimate, as such estimates are approved by ACHD after obtaining Partnering Agency's concurrence regarding Partnering Agency's portion of the construction contract, together with an invoice for Partnering Agency's share of the construction contract costs earned by and to be paid to the Contractor. h) As applicable,provide for the reference and replacement of all pre-existing survey monuments within the Project. i) Provide the field survey and grade control necessary for construction of the roadway. Centerline or offsets and stationing shall be established prior to the City staking any sanitary sewer or potable water service lines, water valve boxes, manhole locations, and other City facilities. j) At the conclusion of the Project, submit to Partnering Agency written documentation of expenditures with an invoice for payment of all costs and expenses ACHD incurs, in addition to those provided under paragraph l.g. above, as a result of the additional work attributed to the Non-Transportation Improvements within the Project Boundaries, including but not limited to, costs or changed conditions,plan errors and omissions,and delays attributable to design and/or installation of the Non- Transportation Improvements. k) Indemnify, save harmless and defend regardless of outcome, Partnering Agency from expenses and against suites, actions, claims or losses of every kind, nature and description, including costs, expenses and attorney fees caused by or arising out of any negligent acts by ACHD or ACHD's 4of10 officers, employees, agents or contractors while acting within the course and scope of their employment, which arise from or which are in any way connected to the Non-Transportation Improvements. Such indemnification hereunder by ACHD shall in no event cause the liability of ACHD for any negligent act to exceed the amount of loss, damages, or expenses of attorney fees attributable to such negligent act, and shall not apply to loss, damages, expenses or attorney fees attributable to the negligence of Partnering Agency. This duty to defend, indemnify and hold harmless is subject to the limitations of Idaho law,including Article VII Section 4,Idaho Constitution and Idaho Code Title 6 Chapter 9 (the Idaho Tort Claims Act), and to any other limitations set forth in the Agreement. 2. PARTNERING AGENCY SHALL: a) Provide the inspection, field survey and grade control required for the installation of all Non- Transportation Improvements incorporated into the Project and installed and adjusted under the construction contract and provide copies of appropriate tests and construction diaries to the District Project Representative as designated by ACHD. b) Provide ACHD with the special provisions if applicable, and stamped plans, bid quantities and an Engineers Estimate (or pursuant to Paragraph l.g. pay ACHD the actual cost if ACHD's design consultant prepares the same) for the Non-Transportation Improvements to be incorporated into the Project and included in the bid documents for the construction contract (all work required for the Non-Transportation Improvements to be performed in accordance with the most current edition of the Idaho Standards for Public Works Construction(ISPWC),the City's Supplemental Specifications to the ISPWC, and the City's Revisions to the Standard Specifications). c) Remit to ACHD, within thirty-five (35) calendar days after the date of any invoice referenced in paragraph l.g., all funds for which Partnering Agency is responsible pursuant to the approved progress payment estimate and the final construction contract payment estimate. d) Remit to ACHD, within thirty-five (35) calendar days after the date of invoice referenced in paragraph l.j., all funds for which Partnering Agency is responsible pursuant to this Agreement. e) Reimburse ACHD five percent (5%) of Partnering Agency's construction costs attributable to the Non-Transportation Improvements as payment toward the additional costs incurred by ACHD, including overhead and benefits, and project administration costs which include but are not limited to: public advertisement of the Project, supplying bid plans, supplying construction plans, preparing and holding the preconstruction meeting, generating monthly pay estimates and paying the Contractor, preparing change orders, general construction project oversight, and maintaining construction project files. f) Reimburse ACHD for mobilization, traffic control, flagging, detours and weekly meetings on a prorated basis. The prorated basis for the above items will be calculated using the percentage of Partnering Agency's project costs as they relate to the total project construction costs. g) Provide (at City's sole costs) trench compaction testing for the Non-Transportation Improvements from one-foot(1')above the pipe zone to sub-grade of the roadway section;trench compaction testing shall be provided at the minimum frequency rate of one (1)test per one thousand(1,000) lineal feet, 5of10 minimum one (1) for every three (3) transverse trenches; provide all re-testing required in any area that does not meet construction contract requirements; and provide copies of tests for the area along the alignment of the pipeline to the designated ACHD representative. h) Be liable for the cost of repairing any trench failure attributable to the Non-Transportation Improvements within the Project Boundaries, and be liable for and indemnify, defend and hold ACHD harmless for any and all costs, claims, and damages resulting from any such trench failure. i) Reimburse ACHD for any additional costs to ACHD over and above costs specifically enumerated herein, where such costs are attributable to the installations, adjustments, relocations and abandonments of the Non-Transportation Improvements or to the removal of any or all items from the construction contract that are associated with the installation of the Non-Transportation Improvements. j) Indemnify, save harmless and defend regardless of outcome, ACHD from expenses and against suites, actions, claims or losses of every kind, nature and description, including costs, expenses and attorney fees caused by or arising out of any negligent acts by Partnering Agency or Partnering Agency's officers, employees, agents or contractors while acting within the course and scope of their employment, which arise from or which are in any way connected to the City Water and Sewer Improvements. Such indemnification hereunder by Partnering Agency shall in no event cause the liability of Partnering Agency for any negligent act to exceed the amount of loss, damages, or expenses of attorney fees attributable to such negligent act, and shall not apply to loss, damages, expenses or attorney fees attributable to the negligence of ACHD. This duty to defend, indemnify and hold harmless is subject to the limitations of Idaho law, including Article VII Section 4, Idaho Constitution and Idaho Code Title 6 Chapter 9 (the Idaho Tort Claims Act), and to any other limitations set forth in the Agreement. k) Work directly with the Contractor to resolve any claims relating in any way to the Non-Transportation Improvements; any and all such claims will be reviewed, approved or denied by Partnering Agency and Partnering Agency shall indemnify, save harmless and defend regardless of outcome, ACHD from expenses and against suites, actions, claims or losses of every kind, nature and description, including costs, expenses and attorney fees caused by or arising out of any and all such claims regardless of the outcome of the City's efforts to resolve said claims with the Contractor. Additional conditions: (1) Partnering Agency will not allow any liens to attach to any right-of-way, improvements, or any other property of ACHD as a result of any labor performed or materials supplied in connection with the construction of the Non-Transportation Components. (2) Partnering Agency shall be responsible for obtaining all permits required by ACHD in connection with any construction of the Non- Transportation Components. (3) Partnering Agency's construction shall not negatively impact ACHD's construction of the Transportation Components or ACHD's Road Project schedule in any way. (4) Any amendment to the designs and plans must be approved in writing by ACHD. (S)All construction of the Non- Transportation Components shall be in accordance with the designs/plans approved by ACHD. (6) All construction by Partnering Agency will comply with (i) established engineering standards including the Idaho Standards for Public Works Construction (ISPWC); (ii) the American Association of State Highway 6of10 and Transportation Officials (AASHTO'); (iii) the Cost Share Ordinance No. 21 S; (iv) all adopted ACHD rules, regulations and policies; and(v) all state and federal laws. If Partnering Agency is responsible for all or a part of the construction of the Non-Transportation Components: a. Date for submitting Partnering Agency's contractors and engineers to ACHD for approval: N/A b. Date for submitting Partnering Agency's contractors' and engineers' estimates to ACHD approval: N/A c. Date for submitting Partnering Agency's contractors' and engineers' contracts to ACHD for approval: N/A Any modifications to the deadlines set forth above must be approved in writing by ACHD. All construction will be included in the ACHD construction contract. The Partnering Agency will be responsible for reimbursing the construction costs of the proposed Non-Transportation Components. Allocation of construction costs for Non-Transportation Components, reconstruction costs of Transportation Components necessitated by the incorporation of Non-Transportation Components into the Road Project, ACHD construction, maintenance, administration, and overrun costs (including, if applicable, any credits provided to Partnering Agency and application of any federal funding), and time for reimbursement, if applicable: Partnering Agency shall be solely responsible for all construction costs of the Non-Transportation Components, whether ACHD or Partnering Agency performs such construction. If ACHD performs the construction of the Non-Transportation Components,then Partnering Agency shall reimburse ACHD for the actual costs of all materials used, the cost of the relocation of any utilities necessitated by installation of the Non-Transportation Components, including but not limited to the construction costs of Streetlights, conduit, the junction boxes, landscaping, art fixtures, and river patterned concrete where applicable. Payment by Partnering Agency shall be made to ACHD within 30 days following submission of any invoice by ACHD to Partnering Agency identifying such charges. ACHD will provide a credit to the City for installing their landscaping in place of stamped concrete in sections of the sidewalk buffers and the medians. The credit amount will be provided by ACHD to the City in a per square foot credit at the time of the bid for the portion the City chooses to landscape. Relocation of utilities to be completed by Partnering Agency (if any): The Partnering Agency shall be solely responsible for the cost of relocating any utilities required in connection with the placement, incorporation, or construction of the Non-Transportation Components. 7of10 Storm water provisions (if applicable): N/A Additional conditions: Upon a determination by ACHD that the incorporation into the Road Project of Partnering Agency's Non-Transportation Components will have an adverse effect on storm water quantity or quality, Partnering Agency shall be solely responsible for either mitigating or funding the mitigation of any such adverse effects in a means determined by or acceptable to ACHD. Schedule for completion of Road Project: At this time, ACHD's schedule for completion of the Transportation and Non-Transportation Components of the Road Project is estimated for July 2025 for Phase 1 (Project no. 321062.001 —Linder Rd and Overland Rd Intersection) and June 2027 for Phase 2 (522038 —Linder Rd, Overland Rd to Franklin Rd including I- 84 Overpass). VI. MAINTENANCE OF NON-TRANSPORTATION COMPONENTS _10i Maintenance requirements of Non-Transportation Components by Partnering Agency: The Partnering Agency shall be,and is hereby,granted a non-exclusive,revocable license to maintain,repair, and replace the Non-Transportation Components, subject to the provisions of this Permit and during the term of this Permit.This includes the perpetual maintenance,repair,and replacement of the streetlights,fiber optic conduits, the junction boxes and landscaping described in Section II. Partnering Agency shall cause the Non-Transportation Components to be operated and maintained in good functioning order during the term of this Permit, in accordance with applicable law, the approved designs/plans, Partnering Agency's streetlights, fiber optic conduits and junction boxes. Any replacement and/or installation by Partnering Agency of additional improvements shall be accomplished in accordance with designs,plans, and specification approved in advanced an in writing by ACHD, in its discretion, and as required to satisfy applicable laws, its policies, and good engineering and landscaping practices. Additional conditions: 1. This Permit does not extend to Partnering Agency the Right to use any part of the ACHD Road Project area to the exclusion of ACHD for any use within its jurisdiction, authority, and discretion or of others to the extent authorized by law. 2. In accessing any part of the Road project that has been accepted as an open public highway (as the term "highway" is defined in Idaho Code Section 40-109(5), Partnering Agency's authorized use is subject to the rights of the public to use the highway. 8of10 3. The rights granted hereunder are subject to and subordinate to the rights of holders of easements of records and the statutory rights of utilities to use the right-of-way. 4. This Permit does not preclude or impede the ability of ACHD to enter into or grant easements or license agreements allowing third parties to access the Road Project area, or the ability ofACHD to redesign, reconstruct, relocate, maintain, and improve the Road Project and right-of-way as it determines necessary, in its sole discretion. S. In consideration of the license granted by this Permit, Partnering Agency expressly covenants and agrees that the license granted herein is temporary and merely a permissive use of the ACHD right- of-way pursuant to the terms of this Permit. Partnering Agency assumes the risk that the license granted herein may be terminated before Partnering Agency has realized the economic benefit of the cost of installing, constructing, repairing, or maintaining the Non-Transportation Components, and by signing and accepting this Permit, Partnering Agency hereby waives and estops itself from asserting any claim, including damages or reimbursement, that the license is in any way irrevocable because partnering Agency has expended funds on the Non-Transportation Components and the Permit has not been in effect for a period sufficient for Partnering Agency to realize the economic benefit from such expenditures. 6. In the event Partnering Agency fails to replace, repair, maintain, and care for the Non- Transportation Components, ACHD shall have the following remedies in addition to any other recovery in law or in equity,provided that ACHD first gives Partnering Agency 30 days'notice and Partnering Agency fails to remedy such failure: (i)ACHD may revoke this Permit; (ii)ACHD may replace, maintain, and/or care for the Non-Transportation Components, and Partnering Agency shall reimburse ACHD fully for all associated costs; (iii) ACHD may remove, alter, redesign, or reconstruct the Non-Transportation Components or any part of the ACHD Road Project (including without limitation the right-of-way), or in the case of landscaping, replace the Non-Transportation Components with hardscape, and Partnering Agency shall reimburse ACHD fully for all associated costs; and (iv) ACHD may refuse to issue any further Cost Share Permits or any other permits for future ACHD Road Projects until Partnering Agency complies with the conditions of the Permit. In addition, in the event of an emergency caused by Partnering Agency's failure to perform required maintenance,ACHD may immediately perform any and all emergency repairs or take other measures in connection with an emergency and Partnering Agency shall reimburse ACHD fully for all associated costs. VIL TERM Term of Permit: This Permit shall be perpetual, until terminated or revoked pursuant to the provisions of this Permit. Upon termination or revocation of this Permit,upon the request of ACHD, Partnering Agency will either, as directed by ACHD, (i) promptly remove the Non-Transportation Components and restore the underlying area to at least the condition present as of the date of this Permit repairing and restoring all portions of ACHD's right-of-way, personal property, and real property, if any, that are damaged during such removal activities; or (ii) reimburse ACHD for its cost of redesigning, replacing, and/or reconstructing the right-of- way or real property underlying the Non-Transportation Components.Any portion of the Non-Transportation Components that remain in ACHD right-of-way or on ACHD real property 90 days after termination or 9of10 revocation of this Permit shall be deemed abandoned, and ACHD shall have the right to remove them or redesign, replace, and reconstruct the right-of-way or real property underlying them and charge all costs to Partnering Agency. VII.ADDITIONAL PROVISIONS APPLICABLE TO PROJECT Additional provisions: This permit provides terms upon which the incorporation of the Non-Transportation Components into the Road Project is approved. IX. GENERAL CONDITIONS OF PERMIT 1. This Permit is issued conditioned on the Partnering Agency's compliance with ACHD's Cost Share Ordinance No. 215, the terms and conditions of this Permit and all applicable ACHD policies, standards and specifications and all certifications made by the Partnering Agency's pursuant to this Permit. 2. This Permit is subject to the provisions of state and federal law and all ACHD Ordinance, including but not limited to the Cost Share Ordinance No. 215, in effect as of the date of issuance of this Permit and those that may be adopted after the issuance of this Permit (the "Applicable Law"). In the event of any conflict between this Permit and Applicable Law, Applicable Law shall govern. In the event that any part of the obligations of the Partnering Agency or of ACHD in connection with this Permit or the Road Project are determined to be illegal or unenforceable by a court of competent jurisdiction, the remaining obligations of the Permittee set forth in this Permit shall still be applicable. Further amendments and restatements of the Cost Share Ordinance shall not be applicable to this Permit. 3. If any portion of the ACHD Road Project (including without limitation any portion of the right-of-way and ACHD personal property therein)is damaged as a result of Permittee's action or inaction with regard to the construction, operation, and/or maintenance of the Fiber Optic Facilities or the failure or neglect to construct, operate, and/or maintain the Fiber Optic Facilities, then the Permittee shall, at its sole cost and expense, correct such deficiency and restore the area to the same condition it was in prior thereto, and if Permittee or its successors or assigns shall fail or neglect to commence such correction and restoration within twenty-four(24)hours of notification thereof, ACHD may proceed to do so, in which event Permittee shall reimburse ACHD for the costs and expenses thereof, including,without limitation, reasonable compensation for the use of staff and equipment of ACHD. 4. The Partnering Agency shall be liable to ACHD for any and all damages, fines, fees, obligations to third parties, costs, expenses, attorney fees, or any other liabilities whatsoever directly resulting from the Partnering Agency's failure to comply with any provision of this Permit and/or Cost Share Ordinance No. 215. Without limiting the foregoing in any manner, in the event Partnering Agency fails to comply with any provision of this Permit, then following any applicable notice and opportunity to cure set forth 10 of 10 herein, ACHD shall have the right, in addition to all other rights and remedies elsewhere in this Permit, to redesign, replace, and/or reconstruct the Non Transportation Components and/or the right-of-way or real property underling the Non-Transportation Components, and in such event, Partnering Agency shall reimburse ACHD for all associated cost. The obligations in this Section shall survive the expiration, revocation, and/or cancellation of this Permit for any reason. 5. The Partnering Agency may delegate any of its responsibilities hereunder to any third party so long as it gives prior written notice to ACHD that specifies in detail what responsibilities are being delegated and identifies the third party. Notwithstanding any delegation to a third party, the Partnering Agency shall remain and shall be ultimately responsible for the third party's compliance with the terms of this Permit, and no delegation shall absolve Partnering Agency of any duties or obligations of this Permit in any way. In addition, Partnering Agency fully assumes all legal risks of determining whether any such delegation is property under applicable law and/or regulations, and shall not be absolved of any responsibilities under this Permit if it is unable to complete or maintain any such delegation for any reason. 6. Partnering Agency will protect, defend, indemnify, and hold ACHD and its officers, directors, employees, members, and agents harmless from and against any and all liability, suits, losses, damages, claims, actions, costs, and expenses of any nature, including court costs and attorney fees, arising from or out of any acts or omissions of the Permittee, its agents, or contractors related to or in connection with the Non-Transportation Components and the exercise of any privileges or performance of any obligations by the Partnering Agency pursuant to the terms of this Permit. Partnering Agency's obligations in this Section shall survive the expiration, revocation, and/or cancellation of this Permit for any reason. 7. In the event the Non-Transportation Components will or may necessitate future maintenance, repair, relocation, or replacement that is not subject to this Permit,ACHD shall in its discretion issue Partnering Agency an amended or an additional Cost Share Permit to perform such work. 8. ACHD shall at all times have the right to relocate, reconstruct, remove, or redesign any and all improvements that are part of the Road Project. ACHD will use its best efforts to advise Partnering Agency of any anticipated actions within the Road Project that would be likely to cause a relocation, modification, or other adaptation of any of the Non-Transportation Components, and the parties, to the extent reasonably possible, shall agree to a priority schedule regarding the same and shall attempt to cooperate with respect to planning and coordination as related to any such relocation, modification, or other adaptation of any of the Non-Transportation Components. If ACHD ultimately determines that any part of the Road project must be relocated, reconstructed, removed, or redesigned, then Partnering Agency, at its sole cost and expense, shall be responsible for relocating, reconstructing, removing, or redesigning the Non-Transportation Components, as required by ACHD, which shall be accomplished by the Partnering Agency according to designs, plans, and specifications approved by ACHD in writing prior to any such work. Partnering Agency may also elect to remove all or a part of the Non- Transportation Components in lieu of any relocation, modification, or adaptation. Partnering Agency assumes any and all costs of itself and ACHD relating to any future relocation of the Non-Transportation Components. 9. ACHD shall at all times have the right to revoke this and any other Permit granted to the Partnering Agency to access the Highway or public right-of-way or real property. In addition, ACHD may immediately perform any and all emergency repairs or take other measures in connection with an emergency, in which case the Partnering Agency shall reimburse ACED fully for all associated costs. 11 of 10 10. This Permit shall immediately be revocable and/or cancelable by ACHD by providing written notice to the Partnering Agency upon the occurrence of any of the following: (i) a determination by ACHD that any of the information submitted by the Partnering Agency in the Cost Share Application is false or inaccurate in any manner; (ii)a determination by ACHD that the Partnering Agency has failed to comply with any term or provision of this Permit; (iii) a determination by ACHD that the Partnering Agency has failed to replace,maintain, and/or care for the Non-Transportation Components, as required by the terms of this Permit. Except in an emergency situation,ACHD shall provide the Partnering Agency with thirty (30) days notice of the issue and an opportunity to comply prior to exercising such rights. 11. The issuance of this Permit shall in no way obligate ACHD to provide Partnering Agency with additional permits or rights, nor shall ACHD be obligation to utilize provisions or rights set forth in this Permit in connection with additional permits or rights that it may elect to provide to Partnering Agency in the future. 12. All exhibits and any addenda to this Permit are incorporated herein. 15. This Permit is conditioned upon the signature of ACHD and the Permittee below. SIGNATURES This Cost Share Permit is issued by the Ada County Highway District on the date set forth above: Ada County Highway District: The person signing below represents that he or she has the authority on behalf of ACHD to issue this Permit and bind ACHD to the terms set forth herein. By: Ryan Head Its: Director Acceptance/certification by Permittee: The person signing below represents that he or she has the authority on behalf of the Partnering Agency to accept and agree to the terms of this Permit and bind the Partnering Agency to the terms set forth herein. 12 of 10 By: Robert E. Simison 1-7-2025 Its: City of Meridian, Mayor Attest: Chris Johnson 1-7-2025 City Clerk 13of10 EXHIBITS EXHIBIT A: ACHD Project 320024/522025 and City of Meridian Project No. 11340 plans 14 of 10 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 LEG E N D U T I L I T I E S a) aCountyc . (See Standards For Specifics) _ Q) 2 _ 3 Relocate To New Location And/Or Adjust To Grade To Q C.L. of Construction or Survey Avoid New Roadway Construction By Lumen Star Eagle � E o Existing Profile or X—Section Line Relocate To New Location And/Or Adjust To Grade To Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Boise Existing Edge of Pavement or Gravel ❑ Avoid New Roadway Construction By Intermountain Gas Meridian — —12"CMP SD Project Number: 321062.001 N Existing Drain or Irrigation Pipe Relocate To New Location And/Or Adjust To Grade To cv Avoid New Roadway Construction By Idaho Power u O Existing Ditch or Flow line G I S No: 209609 Kuna ��o rn Relocate To New Location And/Or Adjust To Grade To o P/L — — H Avoid New Roadway Construction By City Of Meridian 6 Existing Property or Right of Way Line v " Relocate To New Location And/Or Adjust To Grade To Q o Existing Fence and Gate =v TopAvoid New Roadway Construction Sparklight L Relocate To New Location And Or Adjust To Grade To FO / � � W Creenhead � Existing Slope ° °m Avoid New Roadway Construction By ACHD Dr Leh u► J `��/ I Am Existing Curb & Gutter ERelocate To New Location And/Or Adjust To Grade To e cre k Q I> Avoid New Roadway Construction By Syringa (Line 'FOS') 4J Existing Curb(No Gutter) 3ADA C O U N T Y F3 Relocate To New Location And/Or Adjust To Grade To a Avoid New Roadway Construction By Lumen (Line 'FOC') Existing Concrete Sidewalk W Pintail Dr �� F6 Relocate To New Location And/Or Adjust To Grade To Avoid New Roadway Construction By Zayo (Line 'FOZ') ennedy Lateral Existing Curb,Gutter,Sidewalk and Approach SHEET INDEX —r—or—vv—or—u—or—Ior—Iv—or—bew—or—ue(- Fg Relocate To New Location And/Or Adjust To Grade To Existing Utility Line With Initial Avoid New Roadway Construction By Sparklight (Line 'FOP') Elementary Peregrine .� Water Valve or Meter school W Gander Dr ec^� SHEET NO. DESCRIPTION Q Gas Valve or Meter Utility Coordination Was Requested Through e� GENERAL m Fire Hydrant Achd During Design Of This Project. Utility IDW Waltman t 1 TITLE SHEET Information Is Shown Only For Surface 2 OWNERSHIP & CONTROL TABLES Q Q Signal Pole Features And If Provided By The Owner Of 3 PROJECT CONTROL SHEET > Light Pole The Utility For Non—surface Features. a ROADWAY PLANSCn Utility Pole With Anchor 4 TYPICAL SECTION 1 OF 2 Utility Adjustments, Relocations, Or \ "dF � Sign, Stop/Street Street Sign and Mailbox > 5 TYPICAL SECTION 2 OF 2 g p/ 9 Replacements May Or May Not Be Completed 6 ROADWAY PLAN - STA. 3+00 - 8+00 � Verbena Dr v o_ Prior To Construction. The Contractor Shall — 7 ROADWAY PROFILE - STA. 3+00 - 8+00 0 o OO OO Existing and New Manholes Coordinate And Accommodate Work With The 8 ROADWAY PLAN N ® ❑ Existing and New Catch Basin Utility Companies. - STA. 8+00 - 13+40 \ cn 9 ROADWAY PROFILE - STA. 8+00 - 13+40 � 0 10 ROADWAY PLAN - STA. 13+40 - 18+80 � o Call Digline v, N O O New Sediment Box 2 Business Days Prior To Excavation 11 ROADWAY PROFILE - STA. 13+40 - 18+80 0 Cn Ph. # 811 To Request Underground I-84 I-84 12 OVERLAND RD PLAN & PROFILE ° `n ® Existing and New Irrigation Box Utility Locates 13 DRIVEWAY- STORM BASIN ACCESS o PROJECT 14 DETAIL SHEET z Deciduous And Evergreen Tree Contact Scott Bennett 15 RETAINING WALL PLAN & PROFILE 0- ACHD Utility Supervisor LOCATION 16 BLOCK WALL SECTIONS a 0 () Deciduous And Evergreen Bushes For Information Call 387-6259 11 17 BICYCLE RAILING TYPE 4 ° rn CONSTRUCTION STAGING J Existing Building of 18 CONSTRUCTION STAGING OVERVIEW w I N PROJECT DATUM: 19 STAGE 1-2 CONSTRUCTION SIGNAGE o River, Creek, or Canal >, W Overland Rd 20 STAGE 1 CONSTRUCTION o \ The Horizontal Datum for this Project is Based W Overland Rd 21 STAGE 1 PEDESTRIAN & BICYCLIST DETOUR From Ada County Benchmark Information About Ada Q A22 Revision Note County Point No. 100502 and CAF of 1 .0001528315 Y 22 STAGE 2 PHASE 1 CONSTRUCTION T J o was Applied to Project Points to Ground Values. `o L23 STAGE 2 PHASE 2 CONSTRUCTION 00 Q '\ /� Construction Note Elevations Shown are NAVD 88 (GEOID18) Based Z 24 STAGE 2 PHASE 3 CONSTRUCTION � V) From NGS Brass Cap M 86. o STORMWATER POLLUTION PREVENTION 3456 Street Address g V a 25 SWPPP PLAN - STA. 3+00 - 13+00 Property Number or Curve Number N N 26 SWPPP PLAN - STA. 13+00 - 18+00 27 SWPPP PLAN - STA. 103+00 - 108+00 ° Bench Mark and Monument a� SIGNING & PAVEMENT N O 28 SIGNING & PAVEMENT MARKING PLANS - STA. 0+00 -6+00 � w 10 >> 29 SIGNING & PAVEMENT MARKING PLANS - STA. 6+00 - 16+00 \ a) 2 15 14 15 14 Section & 1/4 Section Corner 30 SIGNING & PAVEMENT MARKING PLANS - STA. 101+00 - 109+00 o V a) z ``' ® ILLUMINATION PLANS EP EG 31 ILLUMINATION & SIGNAL PLANS - STA. 3+00 - 8+00 i Design Plan Edge of Pavement or Gravel .21 32 ILLUMINATION & SIGNAL PLANS - STA. 8+00 - 18+00 0 m Design Profile For TC or Pipes O o SIGNAL PLANS z Y 33 TRAFFIC SIGNAL PLAN (LINDER & OVERLAND) z Design Profile Grade Break 34 TRAFFIC SIGNAL DETAILS (LINDER & OVERLAND) o 00 0 35 TRAFFIC SIGNAL DETAILS (LINDER & OVERLAND) N i 36 TRAFFIC SIGNAL DETAILS (LINDER & OVERLAND) o Design Profile PC or PT _ Ld �— vicinity Map 37 TRAFFIC SIGNAL DETAILS (LINDER & OVERLAND) ~ MI Design Ditch or Flow line N.T.S. o Design SD or Irrg. Pipe on Plan View R/W _ _ � 0 N New Property or Right of Way Line 0, 0I New Easement Line 0 -V-V-V-V-V-V-V New Retaining Wall Q J li z Limits of Cut Slope Limits of Fill Slope 0 o Section Line New Curb and Gutter g a- > 20' 0 N �ONA� F 0 0 Sod Repair tiq,_ [if New Curb,Gutter,Sidewalk, and Approach �G\ST ® Asphalt Repair " ' F8C8B3F4145C441... ® Gravel Repair Certification Of Compliance With Standards 7756 /Fl\ - ,I- Concrete Repair The Design And Plans Have Been Prepared In Substantial Conformance With The O o) /22/2024 N P �0 = New Ped Ram New Valley Gutter Policy, Design, And Drafting Standards In Effect At The Time Of Preparation. p OF��9 P ti TF .rP iLandscape Rock CARNP .r.ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 1 of 37 27 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 Parcel ID Parcel Assessor Assessed Ownership Prescriptive Right Of Way Easements (SF) Remaining Construction ID Number Record Owner Address Size SF ROW SF Required SF Perm. Temp. No. ( ) ( ) q ( ) p Ownership Size (SF) Sheet Number (S,U,D,B,SW) 1 R0525200020 Idaho Auto Mall LLC 1800 W Seabrook St Meridian, I D 83642-0000 533784 2871 8284 (D) 5113 530913 3110 81 S 1213336185 De bga r LLC 1580 W G re e n head Dr Me ri d i an, I D 83642-0000 12632 2028 (S) 12632 8110 82 S 1224223501 Aspen Grove Holdings LLC 1575 W Ove rl a n d Rd Me ri d i a n, I D 83642-0000 94569 1342 1770 (S) 93227 418 83 S 1224223551 S3 Investments LP 1750 S Linder Rd Meridian, ID 83642-0000 188615 188615 4 84 R2737350120 Fall Creek HOA INC S Spoonbill Ave Meridian, ID 83642-0000 45128 45128 4 85 R2737350220 Miguel M Lopez 1554 W El i as Dr Me ri d i a n, I D 83642-0000 22477 22477 4 86 S 1223110500 Louie D Shearer 1807 S Li n d e r Rd Me ri d i a In. I D 83642-0000 43560 43560 4 87 R8048710052 Idaho Pacific Lumber Company Inc 1770 S Spanish Sun Way Meridian, ID 83642-0000 52795 52795 4 88 R8048710046 So uth ri d ge Farm LLC S Linder Rd Meridian, ID 83642-0000 35981 35981 89 R8048710025 Southridge Farm LLC 1716 S Spanish Sun Way Meridian, ID 83642-0000 75185 1171 357 74014 418 90 R0525200040 Idaho Auto Mall LLC 1566 S Spanish Sun Way Meridian, ID 83642-0000 51183 3762 1428 (S) 1556 47421 8 0 N O N PARCEL OWNERSHIP TABLE N W F- Z_ of Q_ N N N N O N N W Q N N BENCHMARK/ g BENCHMARK/MONUMENT MONUMENT NORTHING EASTING ELEVATION NAME 0 NO. Ld w 12 701867.44 2443562.26 2672.39 BRASS CAP J 117 701855.65 2449359.46 2608.10 5/8" IRON ROD 12087 Z 0 120 701869.59 2449232.38 2607.22 5/8" IRON ROD 11118 121 701845.89 2449206.59 2607.91 5/8" IRON ROD 11118 Z 124 701742.04 2449357.93 2607.95 5/8" IRON ROD NO CAP BENT 0 0 134 701716.55 2449233.86 2609.23 5/8" IRON ROD 5617 z 135 701746.78 2449204.07 2609.47 A L U M I N U M CA P 0 136 701394.05 2449328.91 2613.91 5/8" IRON ROD NO CAP BENT w 139 702468.12 2449238.06 2608.90 1/2" IRON ROD NO CAP oI 140 702620.10 2449222.75 2605.57 A LU MI N U M CA P / UI 145 702209.03 2449334.75 2603.93 1/2" 1 RO N ROD 4116 N 150 701793.90 2449282.69 2609.54 BRASS CAP 5291 w 0 I U 0 20 40 60 z J z Plan Scale BENCHMARK/MONUMENT TABLE O KELLER Z g w o `�oNA� F �ni ti �� TF C/r W F8C8B3F4145C441... 7J �z • D E T A I L T I T L E • 7756 J o Revisions: • S I G N A T U R E S • O cn,5/22/202 0 = N OWNERSHIP & CONTROL TABLES o,L�RFCARNP�� / Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 .�Z AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 2 of 37 27 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 Control Point Table Point # Northing Easting Elevation Description 12 701867.44 2443562.26 2672.39 BRASS CAP 117 701855.65 2449359.46 2608.10 BARFFV 12087 118 701881.10 2449331.36 2607.44 BARFFV 12087 119 701881.10 2449334.44 2607.54 BARFFV 12087 120 701869.59 2449232.38 2607.22 BARFFV 11118 121 701845.88 2449206.59 2607.91 BARFFV 11118 124 701742.04 2449357.93 2607.94 BARFFV NO CAP BENT POB 134 701716.55 2449233.86 2609.23 BARFFV 5617 139 702468.12 2449238.06 2608.90 BARFHF NO CAP 140 702620.10 2449222.75 2605.57 ALUMINUM CAP 145 702209.02 2449334.74 2603.93 BARFHF 4116 150 701793.90 2449282.69 2609.54 BRASS CAP 5291 0 0 _ I 0 O o \\\\\\\ I (D f*I 15661 9� 18001 O Idaho Auto Mall LLC Idaho Auto Mall LLC Parcel 87 I C \ I R0525200040 R0525200020 1 770 \ Idaho Pacific Lumber Company Inc \ R804871005200 \ \\ 0 parce f l7161 89 O Parcel 89 z J SouthridgeOFarm LLC 1716 121 R8048710025 SouR8048710025 e Farm LLC o •®® CEP Parcel 1807 86 I - - - - P/L Louie 0 Shearer 139 � 51223110500 o P/L - P L04 - ° `V 0 134 Y ° 120 - - - - - - - - - I - I - - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - - 1 I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - II o I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I 150 I I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - z 3+00 4+00 � 017' r26"E 6+00 7+00 8+00 N00°41 '26"E 9+00 + 10+00 } 1 1 +00 N00°32'54"E 12+00 _ 13+00 14+00LLF !� ��( I I I I b �111�+1C�Q I I \� I I I I �11 00 - 18+00 Ckf - - - - - - - �= u I - I - I - I - I - I - I - I - I - I - I - I - - I - I - I - I - I - I - I - I - EPCL I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - E N00600 I 12 N I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - N 0 0 6 0 0 0 0 0 0 136 - - - - - - - - - - - - - - - - - - - - I - I - N / I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - I - o - P/L - - P/L - - P/L - - \ - - - - - - e J-L- I/d 04 LO a tW eee + 118 - - - - s 145 Vd Vd _ LO �/d�- ' FaIR2737MO120nCT I 119 EP EP EP EP FQ Vd � 124 117 F ° arcel ° o o EP Miguel M Lopez 85° r o EP EP R2737350220 0 0 Parcel 82 Pa< 82 1575 1575 x Aspen Grove Holdings LLC Aspen Grove Holdings LLC (14 S1224223501 S1224223501 Parcel Parcel 81 1580 81 { � 15a8rOLLC Step R51353500209 Q �V' Parcel \ 1J 51213336185 750 S3 Investments LP 83 \ 1 51224223551 00 w 1 N 0 ° I z I N \ � oo z V r I 0 0 o X N a \ I I a _� -L? _� In x I v z U ° in 0 v7 r� Q U I z N W I U 0 50 100 150 Z J z Plan Scale a 0 KELLER oA S S • z g W 0 �ONAL F p`�u`�� gTF i W F8C8B3F4145C441... ?J z D E T A I L T I T L E 7756 J 0 Revisions: 10 s�1221202 0 2 0 • S I G N A T U R E S • N PROJECT CONTROL SHEET °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 3 of 37 . DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 Section Line Varies - Travel Lane 13.00' Varies (13' Typ) Varies (12' Typ) Varies Travel Lane Travel Lane Shoulder Existing Pedestrian Pathway -- 2%f 2%f i ovo Existing Curb Palsting thwa Pedestrian & Gutter y 5" Thickness Of Plantmix Pavement Superpave SP-3, Item 814.4.1 .A.1 6" Of Crushed Aggregate For Base Type 1 (Plan Quantity) Item 802.4.1 .A.1 Subgrade Separation Geotextile, Type ll, Item 2050.4.1 .C.1 18" Of Minus Uncrushed Aggregate Base, Item 801 .4.1 .B.1 .6 0 Typical Roadway Section 1 Sta. 4+24.02 To 6+ 10.37 N O N N N LO R/W o Section Line Varies (42.60 Min) 40.40' z 2.00' 2.00' Utility 2.00' Varies (11 ' Min) Varies (11 .00' Typ) Varies (11 .00' Typ) 11 .00' 11 .00' 11 .00' 11 .00' 2.00' 5.00' 10.00' 0 N Curb Travel Lane Travel Lane Left Turn Lane Left Turn Lane Travel Lane Travel Lane Right Turn Lane Curb Buffer Multi-Use Pathway N 5.60' 5.40' _ Embankment a, 1 .00' Incidental Existing Pedestrian c� Slope 3:1 Max. N Pathway Median Curb, c LO f- 2% Item SSP 07009 `V 2% -i �-1 .75% 0 V) \0 5" Thick Concrete Pathway Item �' Existing Curb g & Gutter No. 706.4.1 .E.1 .5 (Typ Both Sides) Conduit, Per Illumination Plans i 5" Thickness Of Plantmix Pavement (Typ Both Sides) 4" Of Crushed Aggregate For Base Type 1 (Plan Superpave SP-3, Item 814.4.1 .A.1 V18" Of 6 Minus Uncrushed Subgrade Separation Geotextile, y) ( yp ) Quantity) Item 802.4.1 .A.1 T Both Sides o Aggregate Base, Item 801 .4.1 .B.1 .6 Type ll, Item 2050.4.1 .C.1 3 IN 6" Of Crushed Aggregate For BaseJ 4" /4" of Ornamental Rock o Type 1 Plan Quantity) Item 802.4.1 .A.1 Item SP 25007 Over YP ( Y) Treated Uncompacted Soil Cn Typical Roadway Section 2 (Typ Both Sides) z Sta. 6+ 10.37 To Sta. 8+38.73 U W Cn J Q U D R/W Section Line R W 42.60' 40.40' m 2.00' 2.00' 2.00' z Utility Varies Utility g 10.00 (5.00 Typ) 2.00' Varies (11 ' Min) 11 .00' 11 .00' 11 .00' 11 .00' 11 .00' 11 .00' 2.00' 5.00' 10.00' QMulti-Use Pathway Buffer Curb Travel Lane Travel Lane Left Turn Lane Left Turn Lane Travel Lane Travel Lane Right Turn Lane Curb Buffer Multi-Use Pathway z 1 .00' 5.60' 5.40' �, 1 .00' c� o 'o w U I Median Curb, c 0 1 .75% �- 2% Item SSP 07009 N 2% - f- 1 .75% U Z o ` Embankment Embankment 00 I Incidental Incidental� /� ,\.•\.\\�\\,\\\.�\\ \� Slope 3:1 Max. o Slope 3:1 Max. 6" Vertical Curb & Gutter Item No. 706.4.1 .A.5 (Typ Both Sides) 5" Thickness Of Plantmix Pavement Conduit, Per Illumination Plans z Superpave SP-3, Item 814.4.1 .A.1 (Typ Both Sides) Y 4" of 3/4" Ornamental Rock Item 18" Of 6" Minus Uncrushed Subgrade Separation Geotextile, Q SP 25007 Over Treated Aggregate Base, Item 801 .4.1 .B.1 .6 Type II, Item 2050.4.1 .C.1 00� Uncompacted Soil (Typ Both 6" Of Crushed Aggregate For Base 0 5" Thick Conc Sides) Type 1 (Plan Quantity) Item 802.4.1 .A.1 ~ No. 706.4.1 .E.1 .5 (Typ Both Sides) � 4" Of Crushed Aggregate For Base Type 1 (Plan Typical Roadway Section 3 gQuantity) Item 802.4.1 .A.1 (Typ Both Sides) Sta. 8+38.73 To Sta. 9+53. 15 KELLER o' A S S • w 0 G\S T F F w / o z FKIBBY4145C441... ?J • D E T A I L T I T L E 7756 0 Revisions: S I G N A T U R E S s 22 202 N • • TFoFo", N TYPICAL SECTIONS �'tiR NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 4 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 R/W Varies (70.00' Typ.) Section Line Varies (48.00' Typ.) R/W 53.00' 31 .00' 2.00' Min. I ' 2.00 2.00 Min. Utility Utility 10.00' 5.00' 2.00' Varies (11 Typ) 11 .00' 11 .00' 12.00' 11 .00' 11 .00' Varies (11 Typ) 2.00' 5.00' 10.00' Multi-Use Pathway Buffer Curb Right Turn Lane Travel Lane Travel Lane Left Turn Lane Left Turn Lane Travel Lane Travel Lane Curb Buffer Multi-Use Pathway 1 .00' 6.00' 5.00' a, 1 .00' 0 > 0 Median Curb, Item SSP 07009 N .� 1 .75% -� �-2% 2% . -1 .75% IIIIIIIIIIIIIIIIIIIN a \ \ r\ /\ /. Embankment Embankment 0 � 1 � Incidental �TWI�Zw� Incidental 00\ Slope 3:1 Max. �\��,\��,\�.\\ ,\ i• \ .�.\\.�\��r\\=77777/\ Slope 3:1 Max. 6" Vertical Curb & Gutter Item No. 706.4.1 .A.5 (Typ Both Sides) 5" Thickness Of Plantmix Pavement Conduit, Per Illumination Plans „ 3 Superpave SP-3, Item 814.4.1 .A.1 I (Typ Both Sides) 4 of /4 Ornamental Rock Item V18" Of 6 Minus Uncrushed Subgrade Separation Geotextile, SP 25007 Over Treated Aggregate Base, Item 801 .4.1 .B.1 .6 Type II, Item 2050.4.1 .C.1 Uncompacted Soil (Typ Both Sides) 6" Of Crushed Aggregate For Base a_ 5" Thick Concrete Pathway Item Type 1 (Plan Quantity) Item 802.4.1 .A.1 0 No. 706.4.1 .E.1 (Typ Both Sides) 4" Of Crushed Aggregate For Base Type 1 (Plan Typical Roadway Section 4 N Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Sta. 10+04.44 To Sta. 14+80.71 0 N N R/W R/W u7 o � w z Section Line Varies (73.00' Typ.) Varies w w 5.00' Min. 10.00' 5.00' 2.00' Varies - 51 ' Max. 31 .33' 16.67' N Multi-Use Pathway Buffer Curb � 1 .50' N N C\A v Install Gravel Wedge At Driveway, Crushed N I Aggregate For Base Type 1 (Plan Quantity) Item Ln 1 .75% - N :�5i 802.4.1 .A.1 (Typ Both Sides) o f- 2% 2%- - 1 .75% w Q { Cn 1 g 0 00 Embankment Incidental 6" Vertical Curb & Gutter Item I Slope 3:1 Max. No. 706.4.1 .A.5 (Typ Both Sides) Conduit, Per Illumination Plans, 24" V18" Of 6" Minus UncrushedReinforced Wall, SeeTo 30 Cover (Typ Both Sides) Subgrade Separation Geotextile, Detail B1 Sheet 16 4" of 3/4" Ornamental Rock Item SP 25007 Over Aggregate Base, Item 801 .4.1 .B.1 .6 Type II, Item 2050.4.1 .C.1 N w Treated Uncompacted Soil (Typ Both Sides) o 5" Thick Concrete Pathway Item N Cn No. 706.4.1 .E.1 (Typ Both Sides) Typical Roadway Section 5 z 4" Of Crushed Aggregate For Base Type 1 (Plan Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Sta. 14+80.71 To Sta. 17+00 w Cn J Q C� D_ „ / Varies (14.00' Typ) 12 0 mCn Bicycle Railing Type 4 (4'), 7.00' z See Sheet 17 g Control Line w iQ I 0 z 3'' 0 f 2% I Pavement 0" Cn (.0 W Q Reinforced Wall, See o Detail B1 Sheet 16 { a a s c� 5" Thickness Of Plantmix Pavement c z Superpave SP-3, Item 814.4.1 .A.1 N C/) Slope 3:1 o (Max) 6" Of Crushed Aggregate For Base a a jType 1 (Plan Quantity) Item 802.4.1 .A.1 d 12" Of Minus Uncrushed Aggregate z Base, Item 801 .4.1 .B.1 .6 Median Curb J z See ACHD Supplement to IPSWC SD-701 C Q Median Curb, Item SSP 07009 0 Typical Section 13 N.T.S. Access Driveway at Storm Basin zKELLER Li • 0 C,\S T F F w o z FKEIBY4145C441... ?J • D E T A I L T I T L E 7756 0 Revisions: S I G N A T U R E S s 22 202 N • • TFoFo", N TYPICAL SECTIONS �'tiR NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 5 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 �- -� N O T E S \ ° 04 Retain & Protect O T3N R1 W Sect 23 ° 08 Remove & Reset Sprinkler System, Item SSP 29101 �a 09 Remove & Salvage Roadside Sign, Item a 1 135.01 .06 IO 10 Sod Repair, Item SSP 29064 Adjust Manhole To Grade, Item 2030.4.1 .A.1 12 4" Topsoil, Item SSP 25050 & Incidental To \ Item SSP 29064 a14 Sawcut Incidental To Project, Incidental To Parcel 8 Item 814.4.1 .A.1 ° Median Curb 1770 \ 16 ' ' Gas,s Idaho Pacific Lumber Company Inc \ 20 Sections with 2 P } R8048710052 Location Callouts To Center Of Curb, Item SSP 07009 a 17 Standard 6—Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 Parcel Q 20 Concrete Sidewalks, Thickness 5", Item 11716 C� 706.4.1 .E.1 .5 U Southridge Farm LLC R8048710025 24 Pedestrian Ramp w/Detectable Warning \ Domes, Type C, Item 706.4.1 .H.1 .C.C3 2 Landscape Z ° Buffer (Ex) 26 3/4" Crushed Ornamental Rock, Item SP � Q 25007 Parcel g 6 a ° 1807 ° ° o ACHD Sidewalk o Louie D Shearer T Easement (Ex) 04 S 1 2231 1 0500 � G �JP Tv T T � G P T _ 0H OHP Irr ® x OHP — P/L — — — — P 0 o 0 OHP T ® ° T o Lig t le O — T I �TJ�n 0HP I +24.15 04 P/L — 33.51'Lt. +65.01 �p 17.65'Lt. N z 1 4 `n 0- EP N Q +24.02 I 347'Lt O Sew Sew 11 mmmm=M16 S LINDER ROAD N 3+00 4+00 se —__ � 00 i2 39 N00°41 '2 "E 6+00 7+00 ao 0 10 81'Rt. 14 11 N Begin Control +23.99 W (D N Sta. 3+00.00 —— — — — — 11.00'Rt. w W J L N = 701108.03 EP EP P c� W - w o E = 2449274.42 T EP T T E 09 Q W Sign G ) G !.� EP EP co :2 N +52.39 Irr P EP P G FA Q'� a� EP EP 0 g 12.81'Rt. +19.69 09T N +3 2 +75.38 T EP EP— 24.99'Rt. 11 Sign 17 09 EP `J 04 5.00 t. 36.72'Rt. G 26 EP —� �j UP UP S• o Ligh Pole 04 w — P/L — /L — — P L — P/ — P/ — P/L — — fight Pol 1 4 — I +77.9 Rt. N T Z +53. P L P U U �� 37.37'Rt. +75.90 0o Ry/ -.--+— - - R _ P — P � o Relocate Landscape W W w w w W w w w w R w w w w w �W ; w 14, w Rrlw ,lW 54.10'Rt. +8 . 4 •• .••..•••••••••••••••••• Q Par Boulders As Required, ° ° •.................... ........................••...........d..Z..�... o Incidental To SSP 08105 57.3 ' t. 24 20 5' Ease(P) o Fall Creek HOA Inc \\ +8 7 i R2737350120 62.3 ' t. o 08 10 12 m x xl \ g I Uo °n \ ° z Parcel CD 554 3 x BENCH MARKS : o Miguel M Lopez 8 5 \\ R2737350220 / O BM #136 — 5/8" Iron Rod No Cap Q \ PRIVATE LANE N: 701394 05 51 .0' Rt. U Z E: 2449328.91 w Elev: 2613.91 1-1 ° o Parcel 8 2 1575 o ° U Aspen Grove Holdings LLC 0 20 40 60 z \ ° S1224223501 ZZ ° \ Plan Scale v Parcel \ ■ 0 \r 8 3 xKELLE � 1 750 o \\ S3 Investments LP z \ • g Irr S1224223551 �\ " "> V T3N R1W Sect 24 U LLJ 0 F8C8B3F4145C441... -A J Digital Signature 7756 /22/2024() _ N OC14 � rE O F SOP .�Q Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 tih, CARNP 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 6 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 3+00 4+00 5+00 6+00 7+00 8+00 2624 2624 50. 0' Vertical Curve mom o P I Sta 4+70. 4 o P 1 Elev.2618. 3 2622 K=33.29 2622 Now rn � LO N C � � X � N Ui � 2620 o W 2620 a) ± cfl � V m v C9 j U 0_ N w —0.63 5 i 2618 2618 Design Grade 0 CL 12616 2616 Existing Grade �2 13q 2614 ® CL 2614 _ TBC Elev 2611 .73 _ Offset 4 .35' Rt. Begin Sta.5+95.38 PT S a.6+10.37 N TBC Elev. 2615.0 t 2 612 TBC Elev. Match Ex Offset 40.35' Rt. 2 612 TBC t. L �2. 13q o z 2610 2610 Exist 18" RCFI Irrig Lq N 2608 2608 0 w Q 2606 2606 g N 2604 2604 w w 0 O Of Exist Sanitary 2602 2602 Sewer Q 0 Q 0 Fn 2600 2600 z 0 w 2598 2598 0 0 Q U N 2596 2596 0 U of of 0 20 40 60 z J z 2594 2594 Plan scale 0 KELLE0 ■ oA S S • g 2592 2592 w 0 ONAL G\STE F � o- 0 F8C8B3F4145C441... -1 J Digital Signature 7756 o O N� 12212024r� _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 tih, CARNP 9 Y Y Y Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 7 of 37 � www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 �- -� N O T E S 01 Removal of Obstructions, Item 201 .4.1 .C.1 04 Retain & Protect O 05 Reference and Reset Monuments, Item T3N R1 W Sect 23 P5661 g 0 T3N R1 W Sect 14 2020.4.1 .F.1 C/) Idaho Auto Mall LLC +30.38 0-), R0525200040 08 Remove & Reset Sprinkler System, Item SSP 29101 1 12.98'Lt. � rn I 001 09 Remove & Salvage Roadside Sign, Item zI 1 135.01 .06 +30.39 ; 0 I I ) 10 Sod Repair, Item SSP 29064 100.401t. o I r J +32.39 I +46.12 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 Parcel g g 47 54 95.57'Lt. I I Sig 94.78'Lt. 12 4" Topsoil, Item SSP 25050 & Incidental To 12 98 I 3 I +46.11 Item SSP 29064 Southridge Farm LLC 41 51 I 05 88.14'Lt. +24.54 R8048710025 54 01 / • .' I 001 +61.84 +68.69 +24.54 83.00'Lt. 14 Sawcut Incidental To Project, Incidental To 25' Landscape L 05 a 81.o0'Lt. 75.00'Lt. ACHD Sidewalk 12 98 81.00'Lt. Item 814.4.1 .A.1 51 +93.27 Ir C +66.81 Buffer (Ex) +64.74 69.81'Lt. � .• I I P � � 70.00'Lt. Easement (Ex) +24.52 - \ 6 Ease(T) 75.00'Lt. 16 Median Curb, 20 Sections with 2 Gaps, 47 54 64.00Lt. +95.49 +24.51 +24.52 Location Callouts To Center Of Curb, Item ACHD Sidewalk +63.34 65.16'Lt. / I� •' 23 0 ° d O o --- - 5 Ease(P) 73.00'Lt. Easement (Ex) 04 58.62'Lt. P T " ° ° �- ----- ----- 7o.00'Lt. - SSP 07009 20 •� P 61 e RAW - `+++-r•i��Wo+-&+- +•+'� ♦�/W R�W - - R�w - - R�yy - �'�--------------- -'-r'• 17 Standard 6-Inch Vertical Curb & Gutter, +33.77 - -- I I \ ° Item 706.4.1 .A.5 ,Lt 01 _O 14 17 O But n \ +82.50 20 P L 01 MH `36'' I FO 09 +52.50 +22.50 OO +92.50 82 20 P � - °° � O e 78 Concrete Sidewalks, Thickness 5", Item al on 706.4.1 .E.1 .5 n i Sig zo _____ 01 __ F wire Fence 23 Pedestrian Ramp w/Detectable Warning O 42.44 Lt. OS 61 05 Domes, Type A, Item 706.4.1 .H.1 .A.A Curb _ 41 FOS /4 \ ign 41 01 26 TYP 75 17 ' 26 3/4" Crushed Ornamental Rock, Item SP 04 +69.31 9-/, 01 , w 37 27 14 01 S o0 25007 84 42.48'Lt. I 01 09 X FOS FOS FOS FCS - - FOS FOS FOE0 0 26 o� 17 28' 37 0 01 I 40 47 I> F2 37 12„ PVC - C900, Item 601 .4.1 .A.05.12A u7 Asphalt 37 43 01 Dirt T k 40 48" Dia. Storm Drain Catch Manhole, Item o - �2 04 1 1 o J u7 602.4.1 .E.1 .048 0 151 + 16 +05.01 F2 I °�c U 04 11 48 x 1- 41 Catch Basin - Type I, Item 602.4.1 .F.1 17.61'Lt. 40 `� I +04.44 f S LINDER ROAD ,+ � 47 Connect Existing Pipe to New Structure, O.00t. -- - -- ---- ---- - > - - - � -- ----�36" PVC--�---- }----�-- - 6' d Incidental To Item 602.4.1 .E.1 .048 00 N00°41 '26"E 9+00 o N - ---- _ _ 10+ ---- 1 1 +00 N00°32'54"E 12+00 13+00 z _J W +53.15 > �, As t W 05 48 Connect New Pipe to Existing Structure, - 't. cn P w w z" Pvc 12" PVC w X w J Incidental To Item 601 .4.1 .A.05.12A a I O I N, 00 S 74.78 w w w w 12" vc � 51 18" RCP, Irrigation Pipe, Item 35 37 �.00'Rt. 04 11 unpaved 601 .4.1 .A.01 .18A 56' 37 o X 16 0 66 I Sew 8" Sewer Sew w 41 in 84 75 TYP 17 0 54 48" Dia. Irrigation Manhole, Item T 17 I I I I 17 w 01 x 26 602.4.1 .E.1 .048 u7 2600 N P 01 41 I� 61 Traffic Signal & Related Equipment Modified, ° EP EP Curb I 'A�o See Signal Plans, Item 1131 .01 .01 x Q I ' N O +87.50 20 +57.50 +27.50 75 Landscape Areas, See Landscape Plans Cn v7 Ped 61 N 40.33Rt. • • ••••• -r_•-•-•v�•• •••••••••••..•:..•••••••••••• Vd _ /d ••••••�•�� -• • 78 Reinforced Retaining Wall, See Details B1 . ..�.� � ., ��, tton I d; •••••••••••••• ....••••'•••••...•••••••••''� Sheet 16, Item SP 20113 w•.!L•• •• • •••••••••••• ••••.•••'Y.' T ff� o B n -}, W 5 Ease(P) s a y s y y y i \ I 14o Tr ® ' _ 05 82 Bicycle Railing Type 4, See Sheet 17, Item 5' Ease(P) Co 17 c°S +71.60 12 98 SP 20109 0 20 +09.74 � +24.68 00, ° • + 57.35'Rt. p 60.67'Rt. • 61 53. -- - 08 10 12 +11.66 n 14 --- 84 Concrete Bus Stop Boarding/Alighting Pad, e M 11 'x28' Minimum, Continue Concrete w See Illumination 62.35Rt. 23 y I 23 P Multi-Use Pathway to Back of � Plans, Sheet 32 �, A 01 ost z 05 I o 01 EP EP EP EP EP EP EP EP EP EP EF Curb,Thickness 5", Item 706.4.1 .E.1 .5 , } \\\\\\ +29.78 � � , , 05 98 Hydro Seeding As Required, Item SSP 29060 81.81'Rt. I Q +31.78 a 0 81.03'Rt. of v i j c ® 0 0 O Exist. Building m ® I I O I Asphalt z +29.72 I I Q I a0 O I 103.14'Rt. I • o Bollards • I i Parcel 82 102.97'Rt. CD1575 C,4 J BENCH MARKS : o Aspen Grove Holdings LLC +34.53 Q S 1224223501 1 19.58'Rt. iW it N Z W I BM #150 - Brass Cap 5291 I cv Q = Parcel Sta. 9+85.92, 0.0' Rt. +34.49 j I o J � . 1 Deb a580 131.34'Rt. 81 N: 701793.30 z N W I ' r LLC E: 2449282.69 W I • I S 1213336185 Elev: 2609.54 of I Z W c� 1 o ACID Sidewalk O 0 20 40 60 Ea 3ement (Ex) J T3N R1 W Sect 24 I I T3N R1 W Sect 13 Z I I ;� Plan Scale a of o ■ 0 of oA S S • z g of w 0 of G\STF F o i of 0 FK81331`4145C441... �I J Digital Signature 7756 o O N� 12212024r� _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 8 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 8+00 9+00 10+00 1 1 +00 12+00 13+00 2618 2618 GB Sta.B+ 0 TBC Elev. 2610.53 Offset 40.3 ' Rt. 23.03' 2616 Vertical Curve 2616 Begin Sta.8 38.75 PVI a + 81 .43 TBC Elev. 2 10.2E PVI Iev.2602.73 Offset 42.4 ' Lt. =70.39 GB/P Sta.8+69.3 Sta. 9+29.11 L ft TBC FTBC Elev. 2609.8 48" Dia. Irrig M 0.2 2614 2614 , 1 PC ta.9+20.60 Rim Elev. 2609.24 TBC Elev. 2609.12 18" Dia. Inv. 26 5.50' (SE) � _J Offset 52.93' Lt. 18" Dia. Inv. 26 5.50' (W) PT Sta.10+53.55 co 0 TB Elev. 2607.78 + N 00 2 612 n PC S a.9+18.73 Of set 53.00' L . - �i 2 612 o` Sta__.9_+49.42 Offset 40.35' Rt. TBC lev. 2609.64 PT Sta.10 60.68 N w Offset 88.18' Lt. TBC Elev. 2608.11 () 0 } TBC R PC Sta.10+23.5 Offset 31 . O' Rt. a_ m o 1 .06% TBC Elev. 2608.7 2 610 Off et 83.07' L . 70.65' 2 610 _ Ver ical Curve -1.41 a -0 53% PVI S a 14+55.23 -1 3 -2 3% PVI Iev.2602.03 TBC Lt. 1 .60 0 Existing Grade =70.38 EX FO E F @ CCo Right TBC 2608 EX TEL rn 2608 1 g» EX TEL �� TBC Rt. 0 o 43 LF PT St .9+48.83 + C° o Q 1.50� TBC Elev. 2608.46 rEXN N o Offset 70.45 Rt. PC Sta.10+ 0.68 � -�•5490 ° °' N Exist 18 CP Irrig BC Elev. 26 8.3E - 5 w 260E 2 6 0 E 12 35 LF 49° 0 N @ 0 22% TBC Lt. °° o 0Ll @ 12" 43 LF 0 22% - z 2604 Sta. 8+4 .30 Sta. +94.60 2604 Dia. Irrig 8 Dia. Irrig MH 0.3 Exis 12" W St 10+65.51 57.59 Lt. 6 .02' Lt. Catch Basin A5 E, 29.50' Rt. Ri Elev. 261 .39 Rim Elev. 2609.61 RiniElev. 2607 60 18" Dia. Inv. 2607.00; (S) 18" Dia. Inv. 2606.29 (S) Exist 6" PVC Storm 12' Dia. Inv. 2 04.60' (SW) 2602 18" Dia. Inv. 2607.00' (N) 18" Dia. Inv. 2606. 9' (NW) I I 2602 18" 41 L Sta. 9+48.89 Catch Basin A5 W, 51 .50' Lt. Exit 36" PVCStorm-1 @ 1 .77 Catc MH A6.1 , 9.96' Lt. -Rini Elev. 2607 21 Sta. 9+18.55 Rim Elev. 2609.3 12 Dia. Inv. 2 04.20' (E) Catch Basin A6.2.W, 0.98' Lt. 12" Dia. Inv. 26 5.58' (NE) 2600 Rim Elev. 2608.71 12" Dia. In 26 5.68' (S) 2600 g Ia. I nv. (E) 12 27 LF Sta. 9+17.90 ® 0.20% Catch Basin A6.2.E, 8.85' Rt. 2598 Rim Elev, 2608.79 2598 vi " w w Sta 9+18.32 w Catch MH A6.2, 20.00' Lt. I I Exist. St 9+81 .34 u 0 Rim Elev. 2609.42 Exist Sta. 10+4 .88 Of 259 6 12" Dia. Inv. 26 5.84' (W) Catch MH A6 (E), 0.24' Rt. Catch MH 1 Lt. 2596 a 12 Dia. Inv. 26 5.84 E RimElev. 260 .36 12 Dia. Inv. 26 5.50 (SW) Exist 30" RCP Ir i 0 12" Dia. Inv. 26 5.74' N 9 a ( ) 30 Dia. Inv. 2 98.85 (E) 36 Dia. I v. 2598.40 (S) 36 Dia. Inv. 2 98.84 (N) 36" Dia. Inv. 2598.52' N 12" Dia. Irv. 2604.10' (W) 2594 12" Dia. In . 2604.51 ' (NE) 2594 z 0 / Fn 2592 F 2592 w 0 o Exist Sanit ry Q � Selver N 2590 F 2590 0 U o' 0 20 40 60 z J z 2588 2588 Plan scale Q 0 KELLE0 ■ • g 258E 258E w 0 G\STF F i 0 F8C8B3F4145C441... �I J Digital Signature 7756 o 10 P 12212024ro = N Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y '17�Acm Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 9 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 +82.27 +10.26 N O T E S x 2 206.81'Lt. 06.98'Lt. T3N R1 W Sect 14 . 01 Removal of Obstructions, Item 201 .4.1 .C.1 T . ' / •� 04 Retain & Protect / 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 / : R ; Reference Landscape 09 Remove & Salvage Roadside Sign, Item I Plans For 1135.01 .06 / . �` Stormwater Basin Details (Not In These Plans) 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 NMID Easement (Ex) Topsoil, Item SSP 25050 & Incidental To Item SSP 29064 / N C • / • 04 16 Median Curb, 20' Sections with 2' Gaps, Parcel ' Location Callouts To Center Of Curb, Item 1800 1 / SSP 07009 Idaho Auto Mall LLC @ • R0525200020 / 0 : 17 Standard 6—Inch Vertical Curb & Gutter, / • : x Item 706.4.1 .A.5 Note: Kendall Ford Property Requires More : • / Survey Based On Recent Improvements. O ; I : 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 +83.13 • • / 108.44'Lt. '. ; x +11.13 22 Concrete Driveway Approach, Item 706.4.1 .F.1 102. 02/ .9129'Lt. • • 110.03'Lt. /J +58.95 � 102 04 04 : : 26 / 0 98.38'Lt. _ • 48 3/4" Crushed Ornamental Rock, Item SP ACHD Sidewalk �` . 25007 / Easement (Ex) �61t. ; I • / 35 36" PVC — C905 Storm Pipe, Item O +80.73 / 83.00'Lt. / 15' Ease(T) 78 82 > 601 .4.1 .A.01 .36A 12 98 +88.35 0 +80.36 /IfI 37 12" PVC — C900, Item 601 .4.1 .A.05.12A 83.00'Lt. 73.00'Lt. 01 Pathway �> 10' Ease(P / EH- . EP p, — �� > +5� nn_ E EP >� 93 EP 82.12'Lt. �� EP — 60 20' 78 82 + —� CEP 77.45'Lt. _ —10' Ease(P)- — —�� 67 EP 39 72" Dia. Storm Drain Catch Manhole, Item 01 P — E EP 1 602.4.1 .E.1 .072 RAW P EP bP2 P _ EP-- ------ L -- 01 Gate EP ,�. _ � EP - EP Paved Driveway o�_o o ° e ° ° ° � — — EP 66.28'Lt. �� --- - - — P x X 41 Catch Basin — Type I, Item 602.4.1 .F.1 m EP ° ° °_ RAW — P/L — — 12 98 - — --- - -70 35 35 189 X Gate x x I 47 Connect Existing Pipe to New Structure, a +62.50 20 EP EP —+32.50 EP _ P/r — — °�o_�°� i'� 05 �p� Fos y— Incidental To Item 602.4.1 .E.1 .048 o — — P/L Irr °—O— o ° 6'- 20 05 x x X x x x x x '•X •x x 48 Connect New Pipe to Existing Structure, M x •. Chain Link Fence dos Incidental To Item 601 .4.1 .A.05.12A N x x x x x x x x x x —♦ x x x x x x x — 01 41 75 26 94 43' : End Curb, Gutter, & Fos a 60 Gate 6' — See Landscape Plans F2 / Fos Pathway Construction N J 17 / — Sta. 16+96.79 67 Paved Driveway — Storm Basin Access; See 6 75 Sheet 13 and Typical Roadway Section 13 o / 0 Sheet 5 o � ��-� - Fos o - Fos F � 26 17 z Dirt �os -F0 I I �� 22 F2 0 09 / — 75 Landscape Areas, See Landscape Plans a- O 47 37 ign q / — — — J i 78 Reinforced Retaining Wall, See Details B1 / End Full Roadway J Sheet 16, Item SP 201 13 + 04 04 11 48 / Section Construction — — Construct Roadway — a, Ld —Sea. 14+80.71 — — Typical Section 5 _ — 04 — 47 39 01 01 I 82 Bicycle Railing Type 4, See Sheet 17, Item � -42 37 o 6 v y14 - — - — - — — 20109 Y 9 YP S LINDER ROAD 1 +00 032'54" — 1 +00 — — 1 0 — — ---- --36" PVC — — ---36" PVC- 93 Grout Existing Pipe, Cut Pipe And Remove, N — — I — I — I 18+00 O Incidental To Item 601 .4.1 .A.05.12A Adjust 72" Irrigation Manhole, Add Barrel W Unpaved +68.78 Cap Stormwater Pipe Sections As Needed And Concrete Lid, o W 37 38' 16 / 6.00'Rt. w — — — — For Futurele Cover To Lie g 41 17 04 — — Connections Buuffer, Item o602.4 1 .E.1 072 Within The 0 75 � Hydro Seeding As Required, Item SSP 29060 = 20 +67.50_ Ng �d� • � .••-•.••• .••—••.—•.—•-•-- ••••.•.. •••�IZ o /d ••••• •••••••..•• • • a 5' Ease(P) 05 ZVI W W •.•.�•• 12 98 +68.59 — Vd 0 Brush 53.00'Rt. W /n Ditch — — —— Irr — — W�12" PVC z MH — — W fi is � Vd W in EP 12" PVC W— / EP EP — — Light Pole — l/d —Bollards BENCH MARKS : .�� — � l/d — �I - Q Light Pole o EP BM #145 — 1/2" Iron Rod 4116 Q EP Sta. 14+01 .53, 48.1 ' Rt. "I Asphalt x o EP N: 702209.03 z I Exist. Buildings EP E: 2449334.75 Ln Elev: 2603.93 o x EP EP EP EP EP p7p I U 1-1 In I Light Pole 0 20 40 60 of x Z J z Asphalt Plan Scale Q Asphalt 00� x LI- o I Parcel Q 1580 UKELLER o Stephen L Craig z R5135350020 T3N R1 W Sect 13 \oNAL F C G\STE i Q7 F8C8B3F4145C441... ")1 J Digital Signature 7756 o 10 N� 12212024r0 _ N 0�, Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y Y Y Y Y ��AcFm Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 10 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 14+00 15+00 16+00 17+00 18+00 2622 , 2622 22-H35Vertical Curve Vertical Curve PVI Sta 13 81 .43 P I Sta 16+1 .43 PVI Elev.2 02.73 VI Elev.2606 47 K=70. 9 K=65.44 C� N -J 2616 Left T C Left TBC N (oC 2 616 0 Q) Mw � U U) m 2618 a_ ~ 0 2618 Vertical ury Vertical Curve PVI Sta 1 +55 23 PVI Sta 16+85.26 PVI Elev.2 02. 3 PVI Elev.2610.60 K=70.38 =65.86 �, cq 2616 Right TBC Right TBC C rn N 2616 189.83' Vertical Cu e *f 06 N PVI Sta 16+05.09 ' r > °N° PVI Iev.2606.30 _ w TBC Rt. O��0 2 614 CL t Subgrade 00 n w C� U m o 5?� 2 614 N0 0 6 TBC Lt. a 06 a� 2612 � m � 2612 off a 06 N .p Existing Grade / '31% 2610 > �; � � �L 2610 +Ln 0 \ 0 W U U � No z 41 � 2608 � � � w 2608 0 -1 0- ao � > m � + 0 moo 00 04 + 0 6 j N -� �- 2606 �' w > 2606 rn J U J Grade @ CL 000 12" 42 LF a TB Rt. 9 0_ @ 4.63 0 v7 2604 2604 g Construct to Roadway S a. 16+55.00 Sta. 16 73.43 Top of U crushed Catch MH 43, 5.28' Lt. Catch M11 A2, 79.20' Lt. C Lt.:7 Aggregate Base Rim Elev. 2609.55 Rim Elev 2608.60 0 12 3 LF 6" Dia. Inv. 2597.26' S Sta. 18+67.72 ( ) 36" Dia. Inv. 2597.01 ' (E) 2" Dia. Irrig MH Al (E) 2602 @ 0 2 % 12" Dia. Inv. 604.32' (N) 36" Dia. Inv. 2596.91 ' (N) 2602 w Dia. Inv. 2597. 16 Rim Elev. 2605.09 Exist 3 " 12 ' 47 LF 36" Dia. Inv. 2 96.63' (E) PVC Star m� @ 0.2 % IL 36" 70 LF 36" Dia. Inv. 25 6.63' (NW) 0 o @ 0.20% 36" Dia. Inv. 2 96.63' (S) 2600 2600 0 Q Sta. 13+78.37 Catch Basin A4.E, 36" 189 LF 2598 2598 9.50' Rt. @ 0.14% -Rim z 12" Dia. Inv. 2601 .10' (NW) i Sta. 13+78.37 » 2596 Catch B sin A4.W, Exist 36 PVC St rm 2596 w o Rim Elev 2603.17 0 12" Dia. Inv. 260 .10' (NE) I I z Exist 30" RCP Irr g I� w 2594 L Exist. Std. 14+01 .91 2594 Ui Catch M A4 (E), 5. 4' Lt. LExist 0" RCP Irri Rim Elev 2604.14 36" Dia. Inv. 2597.E ' (S) 0 20 40 60 z 36" Dia. Inv. 2597.E ' (N) Z 2592 12" Dia. Inv. 2599.99' (SW) 2592 Plan Scale Q » 0 KELLE0 ■ o- oA S S • g 2590 590 2 w 0 G\STE F o- 0 F8C8B3F4145C441... ")1 J Digital Signature 7756 o O N� 12212024r� _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y Y Y Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 11 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 3 W 118 --- N O T E S i - �- • N #119 -- o - �- O 000 -�_ #12 + 0 ® 0 Removal of Obstructions, Item 201 .4.1 .C.1 12 98 I B P`iC� '•.•• x one P d m da 04 Retain & Protect 01 / Odd ..Zl - •• N aouad >Iuil uiD40 0g x �� - - -� x x x --� 3x O 20 •• BM 117 ® 01 08 10 12 --- - Og Remove & Reset Sprinkler System, Item SSP 29101 PIL ' " 09 • ••'• �/ �`30 0 0A ,�o o 4-IMG L �'� -E-- 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 an d o �'� 0 00 0 BM #121 (3 3 20 �� ?_• 0 20 0 10 Sod Repair, Item SSP 29064 0 do . 4P P/L - 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP I N - - - - - - - - - do 29064 04 I 34 fi 3 Sawcut Incidental To Protect, Incidental To Item 17 �, +60.42 26 n 14 814.4.1 .A.1 J 14 17 +81 .43 01 �_ � � � 39.17'Lt. 39.09'Lt. 26 04 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 M M , M - - - - M - - - Odd „Zl- M 0nd „Z M M M - - - 14 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 +63.27 14 T Q W +71 .67 W 34 +09.11 18.45'Lt. �, o� +40.19 25.28'Lt. 25.30'Lt. 26 3/4" Crushed Ornamental Rock, Item SP 25007 18.76'Lt. 104+00 1 n 34 Bike Ramp, See Detail Al Sheet 14, Item 706.4.1 .H.1 .A.A _ _ _ 106+00 OVERLAND RD 107+00 N89° 19' 36"W o M #150 - - - - - __&_ _ 108+00 gg Hydro Seeding As Required, Item SSP 29060 Begin Control �-- -�-----� --�----�_ N89° 07 24 W - - -8 - - Sta. 10�,40.00 0 RAS CAP -� -�---- -- �----�--_- N = 701�95.73 -MaS � M2S_ Station qua Bona -- �---- -_ E = 2449122.70 Sta 105+00 Overland S / as aaMaS g MaS- MaS MaS MaS MaS Sew +74.07 = Sta 9+85.86 Linder 32.40'Rt. 17 14 I �/ 01 En Control 17 +23.92 Sta. 1 8+40.00 a0 34 e� 34 N = 7 1788.65 N - 26 26 14 32.81 Rt. E = 24 9622.65 0 U_ 3 (n do / g • dH0 dH 1 1 1 1 CL _ 'p d 1 P/L04 •�� • � /� 0� - SOd O• 1 - P - - - P/L I 20 \ o� Q 20 04 0Li 01 00 - 01 O - 1 cv 1 0 01 1-1 \•' �- E- L EP 12 98 W � I 08 10 12 • o \\�i•• M #134 Q F- �, • o G� \\ •. o Z cn . U B \ + J . � O Co 104+00 105+00 106+00 107+00 108+00 N O N N N LO W 2 61 6 261 6 N PC Sta.1 3+75.94 PT Sta.1 +82.96 TBC Elev. 2609.90 TBC Elev. 2609.85 g Offset 1 .40' Rt. Offset 4 .25' Rt. Begin PC Sta.103+91 . 9 PT Sta.106+06 28 P Sta.106+1 .89 � Sta.10 +74.10 TBC Elev. 2609. 1 TB Elev. 260815 T C Elev. 2608.00 2 614 F TBC Elev. 2609.92 [Offset 37.35' Rt. Offset 37.75' Rt. 0 fset 40.65' Rt. 2 614 z Offset 41 .40 Rt. PT Sta.103+ 7.35 BC Elev. 2 09.77 PC St .106+00.53 PT Sta.10 +21 .95 oOffset 36.41 Rt. TBC Elev. 2608.28 TBC Elev. 2607.88 0 Offse 36.80 Rt. Offset 41 . 0 Rt. } 2612 -0•78% 2612 QQ TBC Rt. -0.44 o End Sta. 06+23.91 0 - .69% -0.8 % TBC Rt TBC Elev. 2607.8E . Offset 4 .80' Rt. -1 .22% PC Sta.104+11 . 1 -0.60% TBC Elev. 2609. 4 Existing Grade 2610 ® CL PT Sta.105+ 0.57 2 61 0 RU g BC Elev. 26 8.4E -2.33% -1 .78 End S a.108+09.1 n Offset 36.8 ' Rt. -0.50% TBC Elev. 2606.5 z -0.47% -l 6 % Offset 36.26' Lt. 2608 -0.52% -2.80 0 -l 0 % -0.74 0 -0 77% -1 .78% o -2.48 0 ` 2608 BC Elev. 26 8.74 -1 .33% Q TBC Lt. Offset 37.50' Lt. -1 .17% 72%7 TBC U.. �� PT Sta 103+86.83 -0.41 ------ z TBC Elev. 2609.49 w PT St .105+60.47 2 6 0 6 Offset 37.47' Lt. TBC Elev. 2608.36 C Sta.107+ 9.1E 01 BC Elev. 26 7.1 1 2606 PC Sta.10 +81 .08 Offset 45.17' Lt. Offset 31 .7 Lt. o TBC Elev. 2609.65 0 20 40 60 Offset 38. 1 ' L. PC Sta.1 6+75.48 LPT St .106+88.28 PT Sta.10 +75.07 z TBC Elev. 2607.54 TBC Elev. 2607.44 TBC Elev. 2607.07 Y PT Sta.103+72. 2 Offset 5.09' Lt. Offset 44.12' Lt. Offset 3 .28' Lt. PT Sta.108+07.15 Plan Scale 2604 TB Elev. 2609.69 PC Sta.107+85. 5 TBC Elev. 2606.E 2604 ev. PC Sta. 03+65.25 PC Sta. 10 +00.12 o TBC Elev. 2609.73 0 fset 31 .28 Lt. TBC Elev. 606.68 � PT Sta.107 91 .50 • KELLER Offset 2.49 Lt. Offset 35.12 Lt. TBC Elev. 2606.79 of 2602 Begin Sta.103+63.26 Offset 32. 2' Lt. 2602 gv` � FN 'o Offset 42 48' Lt. NALT c, E 0 F8C8B3F4145C441... -A J 2600 2600 Digital Signature 7756 o Q N� 12212024r0 _ N O� "rE O F SOP .ZQ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CP, 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 12 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 T3N R1 W Sect 14 12a26 +93.26 -� / 118.85'Lt. N O T E S �( +75.56 •• +85.55 114.741t. • ; 114.231t. Curve F1 / • : 04 Retain & Protect • 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP R = 23.00' 98 12 ; M A = 82°28'12" Rt. 29064 ' 60 Gate 6' - See Landscape Plans T = 20.16' : M 67 Paved Driveway - Storm Basin Access; See Sheet 13 0 10.00 and Typical Roadway Section 13 Sheet 5 LLJm ; 78 Reinforced Retaining Wall, See Details B1 Sheet 16, 04 � • 04 Item SP 20113 b� 82 Bicycle Railing Type 4, See Sheet 17, Item SP 20109 Cq +7 0 16.5 Hydro Seeding As Required, Item SSP 29060 • • • 67 Similar +60.58 . • 22.00'LA 04 Storm Drain System, +46.90 • See Sheet 8 24.39'Lt. +55.03 • +81.02 22.37'Lt. • : 12.22'Lt. (10 83;80 +53.59 04 82 78 - R7o 0 • : O �/ F1 7.55'Lt. 4- +61.21 � 4� +86.01 / +40.76 25.74'Lt. LO 0 7.001t. • • 7.001t. 15 Ease(T) + p ;• +34.38 - 0 0 -� ��EP -I 72+60 29.08'Lt. �- �� -� 72+00 ^ 10' Ease(P) > � End Control _ N2° 42' 12"W Sta. 72+30.50 98 12 �vo - - P EP N = 702662.99 Paved Driveway • ••••• EP P -EP E = 2449200.57 .•••• •��• P L O - P LAP-- - - EP P J 60 •••.•••••••••••••• •••• +65.03 0 67 � ' - - +20.18 -- -- / 'p .-�-••'7.00'Rt. C • •••••• •.•••••••.••••.••••••.• moo_ 29.09'Lt. 16, 98 12 y •��••��•••• FOS o-o- $ O • FOS ono_ • � � FOS o •••••••••••••••••••• � I ••+272Q4Pi• •••0 � S 13.95'Rt. OHP C I +20.00 +20.00 OHP 14.00'Rt.- FCS - OAF s FOS Multi-Use Pathway OHP (o � OHP N I o I I 11 - o N85° 10' 2� W I o PI Control' z - - - - Sta. 69+65.29 - I - - - - = Sta. 16+55.86 Linder S LINDER ROAD N = 702463.81 I E See Sheet 8 = 2449289.10- - I 0�32'5�4" _ 16+00 - 1 00 - - - --36" PVC->---- ---- --36" PVC - 18+00 19+00 N 70+00 71 +00 72+00 73+00 0 w Q g 40.00' Vertical Curve 2616 VP VI Sta 70+57.97 2616 I� PVI Eiev.2608.57 0 Po o + C) K=21 .02 } ON 0) a) °? 040.00' Vertical Curve 2 614 0 ``' + PVI Sta 1 +40.00 2 614 o � C) PVI Elev 2605.32 o } ° oo K=1 1 .24 Q N Lio o N 10�12612 N N o N 2612 � o n O N N W ± N I � o v > U J U > ack Of MUP N w a N w 2610 0 0 J 2610 �I a -2.06q I i Z 2608 L0 � 2608 p r U 0 N 0 20 40 60 3 Z Design Grade 6g 2606 Q 2606 ® L "' �' Plan Scale o -0.40KELLER �L oA S S • Z 2604 ,/ .. 2604 0 o Q Existing Grade / �� 'o NA F,yc _ ® CI_ _ \STF UJ F8C8B3F4 5C441... �I J 2602 F 2602 rDigitallSignature 7756 o 10N� 12212024r� _ N 0�, Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 tih, CA?, 9 Y� � Y� Y � Y Y �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 13 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 o- N O N N 7.0' 2.0' � Sidewalk Curb u7 0 w z (if w R20.0' 00 N It N O N N Ln Crushed o Aggregate w Q V) c o g ~ R3.0'> o \ CD N Cn \\ w \ ww 6" Vertical U p \ � \ Curb q \ C \ g ^ \\ 1 6.00' S 0 8.00' 8.00' m Cn Origin Point — `'J'' Station On Plans C; A V A I � z 6" Vertical v 0 oi R20 ' Curb 0 0 of Tactile Warning Surface Indicators R1 5'hi 0 0 j (TWSI), Construct Under 0 SS° Q Manufacturer's Recommendations Crushed o 0 of (Ada Solutions Or Equal Too) Aggregate z w 0 I j Plants & Topsoil See Landscape Plans z 10.0' S.0' 2.0' Y Multi—Use Pathway Buffer Curb z 22.00' Q o' 0 BIKE RAMP - BIKE LANE/MULTI-USE PATH TRANSITION BUFFER PLANTER BOX Al z 1:4 0 4 8 A3 1:4 0 4 8 KELLER o' w O G\S T F F w o z FK8BY4145C441... ?J • D E T A I L T I T L E 7756 Revisions: S I G N A T U R E S s 22 202 N • • TFoFo", N DETAIL SHEET �'tiR NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 14 of 37 .1' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 �j N O T E S 18+00 17 00 - ---- ----pond ,92---<-----�-----<----- f----f -- 16+00 N00°32'54"E 15+00 / 00 13+0 --- -- f —— -<-— ——f—CAd „92—� >L S Linder Road / / / sOd Soy soy s d 4 sod 0 / sod sod sod S0J — sod sod x m (0 co + - — m o °— ° n - - d - - -1d o 0 / °—OTC •— 1/d — m / CJ O o S4° 4 9' 37 W— — — M/a _ _ ° m 0 0 0 0 0 0 0 0 0 ° ° ° 0 0 0 0 0 — — — — — — — d3 � d d� l/d d� NQ PI Sta. 1 1 +75.24 = , M� M/21 M/b �, M/21 Paved Driveway � 0 Sta. 16+29.65, 60.08 Lt. _ SO° 32 54 W— r CN I Jo o o o 0 o ° ° — ° ° R x PI Sta. 13+25.01 = S2° 42' 12"E — R / Sta. 14+80.29, 71.25' Lt. End Wall Sta. 14+78.79 = + 9 // I Sta. 13+26.51 , 71 .25' Lt. PC Sta. 1 1 +19.1 1 = J PT Sta. 1 1 +40.76 = / o Sta. 16+75.49, 90.55' Lt. Sta. 16+55.78, 82.57' Lt. W —Begin Wall n I / ii I / Q Sta. 10+10.00LLJ = o Sta. 17+84.42, 96.74' Lt. / w a_ U / Cn a- w Kendall Ford / O / J Auto Group � N � / O W Ln 0 W z of N N N O N N N W > Q N N g 2630 2630 c� 0 W W 2620 2620 J J Q C� z Top of Wall Q LU 2610 2610 i 0 m ;.o � i z co i� g �I 260010C) � � � � `0 � 2600 0 i N Fini hed Grade rn M at ace of Wall o _ o �I p 0 0 � 0 Leveling � + � � + CD = + � Course Ui �� N Q 2590 0 N rn 2590 o ; �� — a > �° N U� N ° Q) WS W Z m cn w a- o w a-cn w oI w U 2580 2580 0 20 40 60 z J Z Plan Scale Q O 0 25701 1 1 1 1 1 1 1 1 1 1 2570 R 0 0 1 1 +00 12+00 13+00 14+00 15+00 . S S . C I . z g W 0 ��, G\S TLLJ Fyc/ F8C8B3F4145C441... �I J Digital Signature 7756 o O cn� 1221202�° _ N �TFOF��P Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 R. CAR ;_.AcHD Ada county Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 15 of 37 W— www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 OK� Bicycle Railing Type 4, See Sheet 17 0'-9>, 1 '-6" 1 '-0" Paved Access Driveway Or Concrete Multi—Use Pathway Wall Control Line Keystone Cap Unit or Approved Equal 23 4 a a Keystone Compac II d Unit or Approved Equal -III-III 11 (Install At A 0.8° Batter) -1 d IIII� Unit Drainage Fill • (3/4" Crushed Rock or Stone) d Retained Soil IIIIII — • I— Reinforced Backfill II (See Note) o Approximate Limits II of Excavation -III- N N � u7 III Finished Grade, Grid Length 3:1 Max. Slope � Ir _ o 11=III=III—I —_ 4" Perforated PVC —III %or Drainage TileI-111-i1F— 1�T�11-DTI-II1=-II— ,III,;III,-1 I I— I—III—III-1 I I_;I 111=1 11=1 I I= Install Inlet NOi— N Protection N Foundation Soil Unreinforced Concrete Material At or Crushed Stone End Of Pipe u7 Leveling Pad 0 w Q Notes: Cn 1 . Consider Railing Loads In Accordance With AASHTO LRFD Bridge Design N Specifications 9th Edition 13.8 For Pedestrian Loading And 13.9 For Bicycle Railing g With The Reinforced Wall And Grid Reinforcement. 2. Consider Surcharge Load Corresponding To The Wall Height Indicated On The Wall Profile Drawing (Sheet 15) In Accordance With AASHTO LRFD Bridge Design Specifications 9th Edition 3.11 .6.4 And Table 3.11 .6.4-2. 0 3. When Site Conditions Require, Wrap Drainage Tile In 3/4" Aggregate And Filter Fabric With Drainage Geotextile Per ITD Spec Section 718.05, As Directed By Geotechnical Engineer. J 4. Use Grid Reinforcement When Walls Exceed Minimum Height For Gravity Wall. 5. Install Per Specifications. 0 6. Coordinate Reinforcing Straps And Post Foundation Locations With The Wall w Designer/Supplier. z O w TYPICAL REINFORCED WALL SECTION - MULTI-USE PATHWAY _J B1 J Q U Z_ Z_ Q w m Cn Z g o_ I 0 / z CD V) w 0 I / 0 Q U I / z Cn KELLER 0 I U Z J Y Z Q L� O Z • S S • w O Q G\STF F w o Z F8C8B3F4145C441... 7J • D E T A I L T I T L E 7756 Revisions: s 22 202 N • S I G N A T U R E S • 0 TFoFo", N BLOCK WALL SECTIONS NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��ACl�1D Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 16 of 37 .�' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 Ball Type Post Cap N O T E S HSS 2„x2"x Y4" (Typ.) (Rounded Corners) ❑ HSS 4"x2"A4" MATERIALS Typ. (Rounded Corners) 1 . Anchor Bolts, Nuts And Washers Shall Conform With ASTM F-1554 Y4 Grade 105. HSS 3"x3"x Y4" Post 2. Structural Steel Tubing Shall Conform With ASTM A500 Grade B, ASTM Face of Block Wall (Typ.) (Rounded Corners) A618, or ASTM A501 . Y4" 3. Structural Steel Plates And Sleeves Shall Conform With ASTM A709 N� Grade 36. Y4 HSS 1 "x1 "x YS" Spindles 4. Provide Class 40AF Concrete. C� 6" Max. Spacing 5. Provide Epoxy-Coated Grae 60 Type S Reinforcement In Accordance With 708.02. 0 Typ. Y4„ COY) Back of GALVANIZING/POWDER COATING am Block Wall I 6. All Steel Parts Shall Be Galvanized After Fabrication In Accordance Post Top Rail ' ❑ With ASTM A123 And ASTM A385. Repair Damaged Coatings In HSS 1 "x1 "x Y8" Spindles Accordance With ASTM A780 And ASTM A123. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ `j' C�? 6" Max. Spacing 7. Anchor Bolts, Nuts, And Washers Shall Be Galvanized In Accordance With ASTM A153. Base Plate, See 'Detail D' 8. All Galvanized Surfaces Shall Be Free Of Fines, Abrasions, Rough Or Sharp Edges, Or Other Surface Defects. Rub Rail S 9. The Railing System Shall Be Powder Coated After Galvanizing With A o' Multi-Use Pathway Drilled Concrete Post Base Minimum Thickness of 3 MILS. The Color Shall Be Federal Standard Or Driveway 10, Finished Grade 595 Number 17038 (Black). A Color Sample Shall Be Submitted For Approval. 10. Construct Railing System In Accordance With AASHTO LRFD Bridge - Multi-Use Design Specifications 9th Edition 13.9 For Pedestrian Railing. Pathway 11 . Powder Coating Shop Procedures For Preparation Of The Galvanized Surfaces And Application Process Of The Powder Coating Shall Be N PLAN VIEW 0r 7/8"0 x 13" Anchor Bolts With 0 Driveway Submitted For Approval. \ I 2 Washers And 1 Acorn Nut, 12. Scratches, Pits And Other Defects Shall Be Repaired In Accordance N Cut Bolts As Required For With The Powder CoatingManufacturers Written Instructions. Acorn Nut (See Detail E') LO i Optional Construction Joint FABRICATION AND ERECTION Q L z 13. Fabrication And Erection Of The Railing Shall Conform With The Current Edition Of AASHTO Specifications For Highway Bridges And ITD #4 (4 Total) Standard Specifications. : 14. The Railing Shall Be Fabricated In A Plant Experienced In Producing Railings And Architectural Metal Work And Shall Be Erected By Skilled 476'-0" Rail (Rail Pay Length) 18" CMP, Fill With Concrete Workers Experienced In This Type Of Work. 15. Shop Drawings Shall Be Submitted To The Engineer In Accordance With 8 -0 Max. 8 -0 Max. 8 -0 Max. 1 -6 3" Clear 504.01 F And 105.02. o End of 16. All Posts Shall Be Plumb. Equal Spaces, 6" Max. Bicycle Typ- 17. All Ends Of Tube Sections And Base Plates At Splices Shall Be Sawed \ 6 q p 6 Railing Or Milled. Cut Ends Shall Be True, Smooth And Free From Burrs Or (Typ. Between Posts Ragged Edges. o A -ol 18. Vent Holes For Galvanizing Shall Be Provided As Required And Shown Q See Detail B SECTION A-A On The Shop Drawings. Vent Holes Shall Be Drilled Away From Traffic Cn See ketail A Face And Not On The Top Surface Of The Horizontal Tube. I- Top Rail Post RAIL & FOUNDATION DETAIL 19. Railing System Shall Be Continuous. Each Joint In A Rail Length Shall g Rub Rail 1 "=1 '-0" Be Located At The Same Position In The Section And Shall Be Spliced i As Detailed. 11 20. Alternate Splice Details May Be Submitted For Approval On The Shop i Drawings. c� METHOD OF MEASUREMENT 0 21 . Furnish And Install "Bicycle Railing" Shown On The Plans, Complete In _J I 1 ,-6„ Place, Measured By The Linear Foot. i -C Q) I N � J Lo_ ear TyP See Detail C i Min. (Typ.) G z ------ - G I c ----- i - - - %"b Heavy � o Bottom Rail i i Hex Head -I Anchor Bolt E °n #4 Stirrups 3�s„ i (See Note 1 Cn 3/8Lil _ 3/8„0 VENT o_I See Concrete "� #4 (4 Total) HOLE VENT - o Multi-Use Pathway Post Base HOLE f I I Or Driveway f I DETAIL A TyP SECTION B-B DETAIL C DETAIL E CD Not To Scale �� a oI I I I I I I I 1 -1/2 =1 -0 Not To Scale Not To Scale o 1 Ball T e Post 7 " a TYP. yP 3Y2 z0 B B Cap Install per I I G Manufacturer's Cn ) ) (1 ) ( ) (1 Instructions „ ,g� Y4 H S S o � Drilled Concrete 3"xYA4" Post Base Ell _ __ i z „ J A / — W8 L 3 „ /8 0 5 3/6„ VENT HOLE 4" 1Y2" ELEVATION VIEW 7 x7„x/8„ o Plate See ?N 1Ys"� 'Detail D' DETAIL B BICYCLE RAILING TYPE 4 Holes Not To scale DETAIL D Al 3/4" = 1'-0" 0 2' 3' CONCRETE POST BASE Not To Scale KELLER o' A S S • L 0 Q G\STF F L o z F8C8B3F4145C441... 7J • D E T A I L T I T L E 7756 Revisions: s 22 202 N • S I G N A T U R E S • TFoFo", N BICYCLE RAILING TYPE 4 �'tiR NP Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 CAR ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 17 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S PROBABLE SEQUENCING X FOR CONSTRUCTION 1. Submit Detailed Construction Phasing And Traffic Control Plans I M M To ACHD For Review And Approval Prior To Construction. The STAGING Proposed Construction Phasing Shown Is An Example That May Be Accepted By The Contractor. However, The Contractor Is EP Encouraged To Develop Their Own Phasing Plan To Fit Their Operations. The Contractor's Traffic Control Plans Must Show - - - - -Stage 1 Advanced Construction Signing And Detailed Traffic Control For - - - - - - - - - -I-1- -l- - - - 9 9 4 5 - - -I-i-i- - - - - - - - - - - - - - - - Each Phase Of Work, And Address Pedestrian, Bicycle, And --- ----�` - - T-T-i- - - - - - -I-I-I- - - - - - - - - - y 1 11 12 13 14 11 ; ; ; ; ; ; ; ; ; ; ; ; ; ; 18 19 20 21 22 23 Vehicular Traffic. _ _ -i -i- - - - -i-i-i-i- - - - - - - -i-i-i Construct North Side Of Linder/Overland Intersection -- ---` -- - - -I- -I-i-T- =T=T-r- -- - - - - - - - - 2. Maintain Existing Pedestrian Facilities Including Pedestrian Romps. Construct The Northeast & Northwest Corners Of The Overland Intersection. Construct - - - - - - - -T-T-T-T-T-T-!-!-!-!-!-!-!- Where Necessary, Provide Temporary Pedestrian Ramps And The Full Width Of The Typical Section Heading North To Sto 14+80. From Sta 14+80 I-I-I-I-I-I-I-I- - - - -I-I-I-T-T-T-T-T - - - - - -I-I-I-I- - - - - - - - - -I-I-I Crossings. Make Temporary Facilities Detectable And Include To Sta 17+00, Construction Up To Uncrushed Aggregate Base. This Includes All _ _ _,_,_,_,_, ,_,_,_,_,_,_ Facesyibility. Features Consistent With The Existing Pedestrian Consuction On The East Side (Block Retaining Walls, Fencing, Rough Grading Of /EP S LINDER RD O x Facilit . Basin). 3. ACHD May Require Modifications To The Phasing And Traffic Stage 2 Q I x EP EP Control Plans In The Field To Minimize Disruption To Traffic. I EP 4. Maintain A Minimum Width of 11' (Feet) For All Travel Lanes _ P g x Unless Noted Otherwise On The Example Construction Phasing Construct Linder South Of Overland Intersection Q Into 3 Phases.Split 2 Will Be e Plans. The Minimum Number Of Travel Lanes Indicated On The Stage P Z Example Plans Must Be Maintained At All Times Unless Approved Phase 1: Construct Temporary Pavement On East Side. Otherwise By ACHD. Phase 2: Construct The East Side Of Linder Road, South Of The Overland Q x Intersection. J 5. Meet Or Exceed The Requirements Of The Current Version Of Phase 3: Construct The West Side Of Linder Road, South Of The Overland I MUTCD For Construction Signs, Traffic Control Devices, And Taper Intersection. Lengths. W 6. Construction Traffic Control Signs That Are Located On The O x Project Longer Than Three Days Must Be Installed As A Permanent Installation Mounted On A Wood Or Steel Post. Completely Cover Or Remove Sign Faces From The Roadway x x x When Not In Use. Place Informational Signs Seven Days Prior To l EP x The Start Of Construction. STAGE 1 x 7. Completely Obliterate Conflicting Pavement Markings Prior To Shifting Traffic, Incidental To Project Construction. 8. Changes In Traffic Patterns That Will Be In Place Longer Than Three Days Require Painted Pavement Markings On Asphalt U Pavement Surfaces, Item 1134.03.21, And Pavement Marking Tape On Concrete Pavement Surfaces, Item 1103.4.1.K.1. No Paint Is Allowed On The Concrete Pavement. All Paint Placed On The Final Asphalt Pavement Must Be In The Final Lane Configuration. No Paint For Temporary Lanes Will Be Allowed On a- The Final Pavement Surface. ` 9. Night Work Will Only Be Allowed With Prior Approval From ACHD. Contractor To Request Approval A Minimum Of Two Weeks Prior N To Ensure That Adequate Time Is Available For ACHD To 0404 Coordinate With Nearby Residents And/Or Business. N Approved Quantity Temporary EP - S LINDER RD 10. The Ad Qtity Of T Pt Will Be Paid For �Jii - - x � By Item SP-08105. _ �;!;!;!;!;!, !;_;_;_,_,_,_, 12 13 14 - - "F6Ld - �7 18 19 20 21 22 23 0 0— '' - Z - -I-I-I-I- - - - - - - - - - - - - - -I-I-I X - - -i-i=_ = - - - - - -I- - - - - -I-I-I EP PEDESTRIAN -- - I-G - - 12 ACCESSIBILITY - X x EP EP EP In N1. Maintain Reasonable ADA Access For Pedestrians. m x N 2. Provide ADA Ped Continuity During All Stages. Provide Detailed Q \ Plan For Approval To ACHD Prior To Construction. 0 3. Signage Shown May Require Adjustments Based On Contractors x QConstruction Staging. Ln J I 4. Any ACHD Approved Roadway Closure Still Requires ReasonableLn Ln ADA Access & Routes Be Provided, Maintained, And Adjusted, To W I Meet The Needs Of Pedestrians And Bikes In The Event Bike Lanes Are Impacted. > x cD 5. Ref. ACHD Std. Traffic Control Template TC-200 Through O oTC-204 To Assist & Ensure Reasonable ADA Access Is w Maintained Throughout The Construction Process. x x x x Roo STAGE 2 PHASE 1 + 2 c� K 10:� 6. Temporary Ramps, Sidewalks, Or Pathways Are To Be Removed ^ o Upon Completion Of The Applicable Construction Phase And Removal Considered Incidental To Project. Return The Surface To z Its Original Condition And All Cost Associated Will Be Considered x 0 Incidental. Q 7. Utilize Pedestrian Route Signage For Stage 1 And Stage 2. z 0 8. Relocation Of Signs Is Covered Under Traffic Control cU.� Maintenance, Item 1103.4.1.J.1. J 9. Any Items Not Specifically Identified Herein That Required o Additional Pedestrian Temporary Traffic Control Will Be Paid By Item SP 11551 - Pedestrian Temporary Traffic Control Plan. EP 00 4 5 _—C�--- �- —$----� 1 11 12 13 14 I 15 i i�7 18 19 20 21 22 23 Z LEGEND -- ---- --- ---------9 S LINDER RD -- l x o EP z STAGES ....:........................................ w I x Stage 1 j Construct The Roadway South Of — EP EP EP o The Overpass To The Overland Intersection. � x z 0 w Stage 2 Phase 2 Construct The East Side Of Linder Road, South Of The Overland Q x 0 Intersection. Construct The Of Southeast Corner Of The Z z Overland/Linder Intersection. -J a . _ Yr„ z Stage 2 Phase 3 J I Construct The West Side Of Linder — Road, South Of The Overland 0 Intersection. Construct The W o Southwest Corner Of The > X Overland/Linder Intersection. O g Existing Sidewalk STAGE 2 PHASE 3 >W Temporary Asphalt Pavement o- Temporary Pedestrian Crossing � GNA l 0 � W F8C8B3F4145C441... 7J z • D E T A I L T I T L E • 7756 J Revisions: O s�1221202 0 2 o • S I G N A T U R E S • N CONSTRUCTION STAGING OVERVIEW °ti�RFcAR P1-N i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 18 of 37 17 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 COMMON CONSTRUCTION SIGNS sher Fla Flag El ❑3 El ❑5 Flag ROAD 2 RIGHT ary END Sign WORK LANE LANE ENDS ROAD WORK Prim S CINDER RD CLOSED MERGE 6' to 12' F6' From AHEAp AHEAD „ „ AHEAD LEFT G20-2 Paver alk, DRUM TUBULAR 9 x18 =1 .1SF Pa ew Ref. TS-1109 (18"x36")=4.5SF or 2' From Face 5 Secondary Sign MARKER (Traffic Supplemental) W9_1 R W9-2L 0f Curb MPH Item No. 1 103.4.1 .D.1 Item No. 1 103.4.1 .H.1 W20_1 48x48 —16SF 48"x48"=16SF 48"x48"=16SF r 1-84 Stage 1 Only 2'(Min.)— Stage 2 Only TYPICAL SIGN INSTALLATION 5 4 3 1 2 12 W OVERLAND RD W OVERLAND RD 12 1 2 3 4 5 � 0 7" N o LU LO 4 4 FT I N Q Z 1C Z BARRICADE TYPE III H J 1111111co Item No. 1103.4.1 .C.1 .0 flTrml o_ N o N O \ 96„ 12 (3") Project Sponsored By W City Logo Here / N g s Z Q 00 (6") NAME OF PROJECT 5 w (3") A description of project (2") Contractor: Completion Date: (year/season) Z 0") For Information Call ACHD at 387-6290 J 1 2 (n ME o (48"x96")=32SF z White Background With Black Letters And 1 " Black Perimeter LLJ o Line. Project Name Will Have A Y2" Border. Sign Will Be Made Q Of -Y4" Bill Board Plywood Or Traffic Sign Aluminum. Signs From 0 Previous Projects With Appropriate Letter Changes May Be Used 0 If Approved By The Engineer Prior To Installation. Attach To 0 Type III Barricade Or Install With (2) 4x4 Posts. v7 z City Logos Vary Per Project And Text Size Of Each City Logo Will Be Similar In Size Compared With The ACHD Logo. 0 0 0 0 m g INFORMATIONAL SIGN H 0 0 z UJ w in 0 1 2 GENERAL NOTES i 0 w W VICTORY RD �i 1 . All Work Shall Conform To the Latest Edition Of The "Manual On Uniform W VICTORY RD 1-1Traffic Control Devices" For Streets And Highways. In Of J 2. All Signs Will Be Class "A". 1 2 Y 1 2 3. This Plan May Be Modified In The Field By The Engineer. 0 4. All Warning Flags And Flashers Will Be Considered As Incidental To The Traffic ~ Control Bid Items. I„L KELLE ■ 0 5. The Contractor Shall Use Flaggers Only Under Direction Of The Engineer. WA S S • z Q 6. This Is A General Traffic Control Plan. Submit Specific Detailed Work Plans For Z o The Project Phases To ACHD For Approval. _ \0NAI F C J '<pGSauG\S T W Cn F8C8B3F4145C441... 7J Z • D E T A I L T I T L E 7756 J 0 Revisions: O s�1221202 0 2 O • S I G N A T U R E S • N STAGE 1 -2 CONSTRUCTION SIGNAGE °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 19 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 CONSTRUCTION NOTES 1 . Contractor To Obliterate All Conflicting Pavement Markings, W SSP 11400. 2. Drum And Tubular Marking Spacing To Be 40 Feet. 3. All Traffic Lanes Temporarily Closed Due To Construction, Must Cover The Corresponding Traffic Signal Head. a w LEGEND STAGES Stage 1 / Construct The Roadway South Of The Overpass To The Overland Intersection. 1 Stage 2 Phase 2 Construct The East Side Of Linder / Road, South Of The Overland Intersection. Construct The 10 Southeast Corner Of The Overland/Linder Intersection. Stage 2 Phase 3 Construct The West Side Of Linder Road, South Of The Overland x Intersection. Construct The Southwest Corner Of The Overland/Linder Intersection. IIN x x— O Existing Sidewalk w ITemporary Asphalt Pavement a- I • Drums Tubular Marker N 0 O W N \ I 04 i--i Type III Barricade for Roadway LO\ Type II Barricade For Pedestrian Detour Lw low Direction Of Travel F- z a o_ :2 w o_ OO N N IO O N O • O I w L • • Arrow Board, a Item 1103.4.1 .E.1 LU g V • Q • Z IP,4/ Q 0 Z LLJ w w U z f I W4-2 0 0 w 36"x36" U O W � ° Z o Fn 100' a � Q mw z End Taper \ o )d U Ii 0 305' 320' 1 . 350' z Longitudinal Buffer Taper cD � o 0 0 0 0 40' to ° o 0 40' Q z W OVERLAND RD low_ W OVERLAND RD o CL0SE0 0 - - 0 50 100 150 z J 0 0 0 0 0 4" Solid Whitep Temporary Pavement Markings, Plan Scale Item SSP 11450 Z ®° Z20 Zwv KELLER z x 0 of a W O 0 I „ ' x w w Z H Z �ONAL F� � I.IQ.1 � � / � � 0 w 0- (1) W ��•��G\S T E Ci Z W � F8C81331`4145C441... 7J z J D E T A I L T I T L E 7756 J o Revisions: • S I G N A T U R E S • O s�5/22/202� _ N STAGE 1 CONSTRUCTION °ti�RFOF cARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 20 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 CONSTRUCTION NOTES 1 . Contractor To Obliterate All Conflicting Pavement Markings, SSP 11400. 2. All Traffic Lanes Temporarily Closed Due To Construction, Must Cover The Corresponding Traffic Signal Head. LEGEND STAGES Stage 1 / Construct The Roadway South Of The Overpass To The Overland Intersection. / Stage 2 Phase 2 Construct The East Side Of Linder Road, South Of The Overland a Intersection. Construct The w Southeast Corner Of The Z/ 1 Overland/Linder Intersection. Stage 2 Phase 3 Construct The West Side Of Linder Road, South Of The Overland Intersection. Construct The Southwest Corner Of The a Overland/Linder Intersection. w 01 Existing Sidewalk Temporary Asphalt Pavement • Drums CD Tubular Marker N O - I N x_ i--i Type III Barricade for Roadway N LO 1 o Type II Barricade For Pedestrian Detour oI ► Direction Of Travel z w W u w 0 R9-9 Z N ""x 12 a R9-1 1 R Rg_g 24 O 24"x 18;' 24"x 12" I Y LL W 0 -J Z ZZ J C.) 0 y D r 0 I W LU U) W o LL cgn a0 Q I W LLJOm oJ Z N m � � Z = n � mo V C.) o N MD N R9-11L c 0W CLL� W = 24"x 18" -J Zv W VZWZ W W W ° ~ Cl) H C� W m Z I— OZ W - C� W z W OVERLAND RD - - o o - - - - - - _ U - o o g Ff� Z W OVERLAND RD ° g � P ° a x W bf10130 in V o c� Z �z M4-9BL�D013a M4_9AR �0 Z 30"x24" w x 30 x24 X jJ6 w Cl) M4-9BL I > F— a = 30"x24" 0 i Y Z Q I M4-9AR Z W O N 30"x24" Z OO Q W 0. 0 a Cn 0 20 40 60 Z Z W O a (/� J Plan Scale o a U) 0 a- oKELLER A S S • z g a- W o \0 A L F �F ai tic X STF G� i W FK8KF4145C441... 73 z D E T A I L T I T L E 7756 J o Revisions: • S I G N A T u R E s . STAGE 1 PEDESTRIAN & BICYCLIST os-iTz�ZOZ- �� P� i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 DETOUR R• CARN ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 21 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 CONSTRUCTION NOTES 1 . Contractor To Obliterate All Conflicting Pavement Markings, SSP 11400. 2. All Traffic Lanes Temporarily Closed Due To Construction, Must Cover The Corresponding Traffic Signal Head. Q \\\\\\ ► LEGEND o 0 0 G20-2 \ ° STAGES w Q 18"x36" \ Q Q W20-1 � = 0 = 36"x36" ,I Stage 1 a U) Q \ \ Construct The Roadway South Of The Overpass To The Overland Intersection. W ° a C 11° r Stage 2 Phase 2 727 Construct The East Side Of Linder ° Sta=3+52 ° e W °'�^" Road, South Of The Overland ° ° Off=12.8' Rt o \ \ Southeast Intersection. Construct tOfcTh he 82' ° 245' Sta=4+50 Sta=5+39 o I Q 0 Overland/Linder Intersection. 0 Taper Longitudinal Buffer ff=13.4 Rt—' 8' Rt Stage 2 Phase 3'Off=19. O o Z S LINDER RD o J C Construct The West Side Of Linder • 10' S LI N D E R RD o C Road, South o The Overland ��// Intersection. Construct The EP o I.L Southwest Corner Of The 35' � o Sta=5+48 o I W Overland/Linder Intersection. Drum Spacing I Off=23.9' Rt v o > [ b E O Sta=4+24 �b EP �„ 00 0 coo , Off=25.8, Rt Si"° Existing Sidewalk x . + \ c` tvj x x x Construct Temporary Paving, Temporary Asphalt Pavement o + Q Item SSP 08105 o Q \®x x I ( m = W20-1 R4-7 x o • Drums D OD 36"x36" } 24"x30" �j T N \ 0 N \ \ / \ o G20-2 ° Tubular Marker C14 70 x " � x + 18 x36" X \ \ \ N i--i Type III Barricade for Roadway w \ \ \ Type II Barricade For Pedestrian Detour Z a- N Direction Of Travel co x x N UM 04 I L N 1-1 u7 6 LLJ > Q H N g 0 0 N L0 W 0 H V) Z O F— U D H V) Z 0 U m N Z g n i 0 / Z W 0 i / 0 Q U Z N W U of 0 50 100 150 z J Z Plan Scale a a- 0 KELLER a- oA S S • Z g a- W 0 \0 AL F �F ai tic � �G\STF i W F8C8B3F4145C441... 7J Z • D E T A I L T I T L E • 7756 J 0 Revisions: O s�51221202 0 2 0 • S I G N A T U R E S • N STAGE 2 PHASE 1 CONSTRUCTION ° FcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��ACl�1D Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 22 of 37 .�' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 t off ❑�QOD❑ 0 � 0 Aln n d' 0 0 _ Temporary Bicycle Lane o 40' W OVERLAND RD Pedestrian Barrier o Temporary Bicycle Lane 350 0 o Pedestrian Barrier W OVERLAND RD • • • • • o 0 • a.o o� .O g \ g i m � • rn � I 94H INV rn I�m • Arrow Board, m P r R3-17 • Item 1103.4.1 .E.1 R3-170777/7 Z x 0,71 (Temporary) • (Temporary) fn 77�77-/ 24"x1 8" 0 • 0 24"x1 8" 4" Solid White Temporary p x OO Pavement Marking, I R3-17 Item SSP 11450 (Temporary) 24"x 18" w0/z// W4-2 36"x36" 4" Solid Yellow Temporary Pavement Marking, / Item SSP 11450 CONSTRUCTION NOTES a- Control Line 1 . Contractor To Obliterate All Conflicting Pavement Markings, N SSP 11400. 0 d3 Nm 2. The Contractor Must Maintain Access To Approaches Within ° The Construction Area. LO 0 3. All Traffic Lanes Temporarily Closed Due To Construction, Ld z 2' Shy Dist. Must Cover The Corresponding Traffic Signal Head. 0 a- a- 2 12' Min 12' Min MIN 1 28' Min LEGEND CO Shy Dist. Travel Lane Travel Lane Drum Construction Area N `I CI}$\ STAGES \ \ \ \ \ \ N \ \ \ � \ \ \ \ \ \ \ \ \ \ \ x x x x ° Stage 1 1-1 \ \ \ \ \ \ \ \ Construct The Roadway South Of ,E \ \ \ \ \ \ \ \ � \ The Overpass To The Overland \ \ \ ° • • Intersection. LLJ vQi ° W 1 —4 36"x36" Stage 2 Phase 2 cn O \ Construct The East Side Of Linder g I w \ \ Road, South Of The Overland \ Intersection. Construct The \ Southeast Corner Of The ° Q Overland/Linder Intersection. Stage 2 Phase 3 `V % Construct The West Side Of Linder Road, South Of The Overland STAGE 2, P HAS E 2 TYPICAL I CAL SECTION �n, / Intersection. Construct The 0 �/ Southwest Corner Of The Q Overland/Linder Intersection. o ° U 4" Solid White Temporary ° DPavement Marking, (n Item SSP 11450 z U Sp^ ° Existing Sidewalk U 1 Nish,S • \ Temporary Asphalt Pavement Fn v N 0 wq y z • + • Drums x o b • z o CD Tubular Marker w �r1J Q o �cs� - + 0 o i--i Type III Barricade for Roadway r7 Type II Barricade For Pedestrian Detour x Q k coil ° 0/ 0o Direction Of Travel / (n CP z W UI Q x x . ° ° o' Z 0 0I 0 50 100 150 J x Qj ° 6 Plan Scale a ° W1 -4 0 36 x36 o0 A S S • g o o ° ° �+ \ONAL F F.p` uG\ST00� F W FK81331`4145C441... )3 z D E T A I L T I T L E 7756 J 0 Revisions: O s�51221202 0 2 o • S I G N A T U R E S • N STAGE 2 PHASE 2 CONSTRUCTION °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��ACl�1D Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 23 of 37 .�' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 x 0_ w H x O �IH o C(w0--X d3 El� -�� ° � ° O . 7 o - o � Temporary Bicycle Lane_ o 40' W OVERLAND RD Pedestrian Barrier - 0 0 Drum Spacing _ o � Temporary Bicycle Lane 350' o o Pedestrian Barrier _W OVERLAND RD • o - - - - - - H - -- z � • z �I m I� fl1 Arrow Board, m r R3-17 • Item 1103.4.1 .E.1 D �► R3-17 Z (Temporary) • (Temporary) fl1 24%18" 0 • 0 24"x 18" X R3-17 W4-2 0 0 (Temporary) 36"x36" 0 24"x18" w CONSTRUCTION NOTES 4" Solid Yellow Temporary 1 . Contractor To Obliterate All Conflicting Pavement Markings, �Iie> Pavement Marking, g 9 Item SSP 11450 SSP 11400. N O N2. The Contractor Must Maintain Access To Approaches Within ° I The Construction Area. L o 3. All Traffic Lanes Temporarily Closed Due To Construction, w z Control Line Must Cover The Corresponding Traffic Signal Head. a- d3 I LEGEND m IN N 2' Shy Dist. STAGES 0 4" Solid Yellow Temporary ° Pavement Marking, C14 I Item SSP 11450 \ \ Stage 1 Ln 31 ' 11 ' Min 11 ' Min 2' Shy Dist. I \ Construct The Roadway South Of The Overpass To The Overland o Construction Area Drum Tavel Lane Travel Lane Intersection. a v7 Stage 2 Phase 2 Construct The East Side Of Linder g Road, South Of The Overland ' O x x x — Intersection. Construct The Southeast Corner Of The Overland/Linder Intersection. 0 N ° • Stage 2 Phase 3 • Construct The West Side Of Linder L ° I U Road, South Of The Overland UJ Intersection. Construct The a I W1 —4 O Southwest Corner Of The 36"x36" w Overland/Linder Intersection. z I o O U J O STAGE 2, PHASE 3 TYPICAL SECTION o Existing Sidewalk Temporary Asphalt Pavement m N O O z • Drums 0 0 Tubular ar er zCD 07 w 0Type III Barricade for Roadway r7 + I---I Type II Barricade For Pedestrian Detour / Q S SPANISH SUN WAY • �+ U Direction Of Travel x / z w ° ° p ® U o + of 0 50 100 150 z J z ° Plan Scale ° ° LLI o Q x ■ Z r� KELLE z J W1 -4 z Ito36"x36" o ° 1 ) II I feu\O NA F� o � Q T - F G'i w FK8BY4145C441... ?J z D E T A I L T I T L E 7756 J � Revisions: O s�5/22/202 0 2 O • S I G N A T U R E S • N STAGE 2 PHASE 3 CONSTRUCTION °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 24 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 o_ 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 1 . Stabilized Construction Entrances Must Be A P/L — — — — Minimum Of 24 Feet Wide For Single Entrances P/L — P/L — P/L — — — — P — P And A Minimum Of 12 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. Const Stage 2, 03 — P/L — — Phase 3 0 00 00 00 00 L E G E N D EP a QO QO QO QO QO O O -00 4+00 � � +00 Stabilized Construction Entrance 1 — Noo°41 '26"E 6+00 S LI N D E R ROAD " _ 7+00 8 � i�� Const Stage 2, V e — — Phase 2 03 O QO QO QO QO J EP EP EP —EP — — EP o—o Silt Fence EP EP +' P EP �O �O �O �O EP EP EP EP EP EP EP FA d� EP —� — EP EP Sign EP EP EP GENERAL NOTES FOR - - TEMPORARY EROSION CONTROL — P/L — /L — — P L — P/ — P/L — P/L — — P / � — — P L — — F7 P L — — P L — — 1 . Site Dimensions, Placement, And Payment For Temporary R/W — — R/W — — R/W W P L — — P/L Erosion Control Devices Will Be As Set Forth In The Plans / R/W R/W — — R/W And Special Provisions. ^\a •qed-aa eocr ea00'08•..o..a..o.•d•.b... .. ...6...a..b... ..a..o..o..o.•d.•5._,�..a..b.� o2. The Site Design Determines The Need For Temporary Erosion N / 01 Control Devices. Modifications To Those Installations Must Be NApproved By The Engineer. Q ,/d — — -1/d 3. Temporary Erosion Control Devices Are Not Intended To Last w More Than One Season (3 Months), Or Until They Are z Integrated Into A Final Erosion Control System, Replace When Expired. M _ 4. At The End Of Each Days Work, The Appropriate Number And (0 %• i i OP Combination Of Temporary Erosion Control Devices Must Be �•• Placed on Each Drainage System Under Construction. N •• I 01 5. The Staging Area Is Required To Be Kept Within The Limits C14 01 I Of The Project. If Additional Area Is Required, Advanced ya Notification To ACHD Is Needed & The SWPPP Will Be I � ��• / — -1/d o— — • ;• ..p... srp�•q •Q••A_ Changed To Include The Additional Potential For Storm Water o O •••• R/W ••�� f�.t.�.=.Q.aa�.• �fW . •P� — R/W — — R/W -6F�1'•9••—?••—•q•—•QR•—W•••••••i Runoff. 0 / / QQ 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or °ss°°° g L - - P L P/L ,g°°°°° I O P L — P L — P P L P L P L Areas Surrounding Irrigation Ditches, Streams, Or Open LL — Channels Of Any Kind. To Remove Affected Soils/Materials And Concrete From Any Concrete Clean—Out Area And 02 I Z Dispose In An Approved Landfill. (D Q 02 7. If A Porta—Pot Is Needed, It Will Be Kept Behind The o I Proposed Or Existing Sidewalk, To Minimize Potential Effected vi Const Stage 2, w Phase 3 03 I Area In Case Of A Spill. O DO DO a� DO I W 8. All Drop Inlet Protection Will Be Installed Prior To Paving. a- `o > 03 Const Stage 1 9. During The Refueling Process, Take Measures To Contain Any OP Potential Spills By Using An Approved BMP. Ln 00 a a a 00 S L I N D E R ROAD 2" o� + 10. Spill Protection Is Required On All Refueling And Maintenance C� p p p p Activities. This Includes Checking And Filling Oil, Brake Fluid, m + I �� Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, z 0o 00 N Q - — - — - - — — - — - - _ _ Transmission Fluid, And Gear Oil. The Contractor Will Use An N00°41 26 E 9+00 y cL 10+_0 - -- ----�36" Pvc-- ----�— ni � — — _--- - p p p 1 1 +00 N00°32'54"E 12+00 13 Approved BMP To Prevent And/Or Contain Spills. in z W D c O O O O 0 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above CD N p Q Q p Q Remove The Effected Soils/Materials And Properly Dispose. o LLJ � D 12. The SWPPP Can Be Altered By The Owner Or Contractor To 41 Const Stage 2, �' Address Any Potential Onsite Storm Water Problems Not Q Phase 2 03 O QO QO QO QO �� 02 Already Covered Or Mentioned Above. If Altered, Both Parties Are To Be Notified As Soon As Possible. w EP a� a� 02 a� a� fi I EP - In 02 =19nt PQit0 20 40 60 z J °°°° I / z \ / • • — — / Plan Scale — — P L — — P/L — — / ••� —se'_`b+�d•�•1�•��vp�G•2: �_ ate_• •• ,�•0••0•�••••• • •••,/�• •• ••• ,/d •• ��d •G •• •• / :p d b d—D� o—o:bd—bd— O — — R/W — — y j III,. . ***dew ♦• ... . s— — .. ....... . .. etteee .. u—o—o—1i—o—o.—a..—o.- -0-8••'6- - �. \ / KELLER 01 0 � I / 01 C \ I I I _• p�Fai°NA F�c - �� T a / W F8C8B3F4145C441... 7J z • D E T A I L T I T L E • 7756 J 0 Revisions: O s�5/22/202�° 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 3+00 - 13+00 ° FcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��ACl�1D Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 25 of 37 .�' www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 04 Fiber Wattle, Item 1003.4.1 .G.1 1 . Stabilized Construction Entrances Must Be A Minimum Of 24 Feet Wide For Single Entrances And A Minimum Of 12 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is / Required. L E G E N D F_r I: a m �� 01 I• � .I� • � r • °: •I Stabilized Construction Entrance I o O O I ' °• a ' • ;I °-0 Silt Fence J m o x—O Fiber Wattle • •r GENERAL NOTES FOR O I� °'• •I TEMPORARY EROSION CONTROL b O I '° 1 . Site Dimensions, Placement, And Payment For Temporary J \o• •I Erosion Control Devices Will Be As Set Forth In The Plans a �• 4 And Special Provisions. 00 r 2. The Site Design Determines The Need For Temporary Erosion 00 °; Control Devices. Modifications To Those Installations Must Be N @ • _ Approved By The Engineer. N I — •' 0 3. Temporary Erosion Control Devices Are Not Intended To Last _E� —� �> More Than One Season (3 Months), Or Until They Are o — U- �> �> �> �� Integrated Into A Final Erosion Control System, Replace When Z 01 �> Expired. O ---> �P P L FP — — 4. At The End Of Each Days Work, The Appropriate Number And w — — R N �P — — EP P L _ _ Combination Of Temporary Erosion Control Devices Must Be ° 0 ° 0 0 0 0 0 0-0-0-0-0-0—° ° °_ — _ _ P L �o�oo� Placed on Each Drainage System Under Construction. P/L n °�O�o� � P/LJJJJJJ1 �° _ _ p...9 5. The Staging Area Is Required To Be Kept Within The Limits N + — — P/L — — P/L ° °-O�O�°� oHP /-0'0�0 ° p g:sv�r°•"' Of The Project. If Additional Area Is Required, Advanced 0 00 p L — p L — — 0 0�0� Q• �. r a— X—o— X—o— X o— X—o— X Notification To ACHD Is Needed & The SWPPP Will Be ° '''•••s�&P•• '•' Changed To Include The Additional Potential For Storm Water N a —o— x—O— X 01 04 oHP Runoff. � o oHP 6. Concrete Clean—Out Areas Are To Be Kept Within The Project > _J04 Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or can C_ Areas Surrounding Irrigation Ditches, Streams, Or Open a Channels Of Any Kind. To Remove Affected Soils/Materials g And Concrete From Any Concrete Clean—Out Area And Dispose In An Approved Landfill. 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The Proposed Or Existing Sidewalk, To Minimize Potential Effected o Area In Case Of A Spill. vi w w 8. All Drop Inlet Protection Will Be Installed Prior To Paving. --�---- —36" PVC---- ->- ----� -- �- - - — — —�- — �— —�-- —� �— 9 s To Contain A 00 During e Refueling ing Process, Take Measures Any 15+00 16+00 - - — Potential Spills By Using An Approved BMP. 14 N00°32'54"E � 17 00 � �- 3C" N �_ � — 18+00 10. Spill Protection Is Required On All Refueling And Maintenance Activities. This Includes Checking And Filling Oil, Brake Fluid, o Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, 00 a_ Transmission Fluid, And Gear Oil. The Contractor Will Use An gW Approved BMP To Prevent And/Or Contain Spills. n 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above Remove The Effected Soils/Materials And Properly Dispose. z CD 12. The SWPPP Can Be Altered By The Owner Or Contractor To o Address Any Potential Onsite Storm Water Problems Not Already Covered Or Mentioned Above. If Altered, Both Parties o Are To Be Notified As Soon As Possible. a o VdVd ° °�'d�••. _ 0 20 40 60 J _ Plan Scale 1/dKELLER 0 o- o z g o' W 0 \0 A L F Arai tic X G\STF i W F8C8B3F4145C441... 73 z • D E T A I L T I T L E • 7756 J 0 Revisions: O s�51221202 0 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 13+00 - 18+00 °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 26 of 37 17 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 1 . Stabilized Construction Entrances Must Be A Minimum Of 24 Feet Wide For Single Entrances And A Minimum Of 12 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. o � ± U I L E G E N D � Stabilized Construction Entrance o 0 0 00 00 041 o—o Silt Fence 01 oo 01 oo 00 oo o P/L P/L •..... .. . 1�J�! • L O 01 P L s��,• GENERAL NOTES FOR o °°°°°°" P/L TEMPORARY EROSION CONTROL 0 0 0 — — _ 1 . Site Dimensions, Placement, And Payment For Temporary o o _ Erosion Control Devices Will Be As Set Forth In The Plans 00 _ And Special Provisions. — 2. The Site Design Determines The Need For Temporary Erosion N 0 —o Control Devices. Modifications To Those Installations Must Be �� Approved By The Engineer. N +' o' 3. Temporary Erosion Control Devices Are Not Intended To Last More Than One Season (3 Months), Or Until They Are — _ _ 104+00 _ _ PI: 9+85.86 11 b� 106+00 W OVERLAND ROAD Integrated Into A Final Erosion Control System. N89° 19' 36"W — — — — — — _ — — _ _ _ 107+00 _ _ _ 108+00 4. At The End Of Each Days Work, The Appropriate Number And , N89° 07 24 W O Combination Of Temporary Erosion Control Devices Must Be 'bBRASS CAP — — — — - — _ _ _ Placed on Each Drainage System Under Construction. — —� Lq 5. The Staging Area Is Required To Be Kept Within The Limits Of The Project. If Additional Area Is Required, Advanced o Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water N Runoff. LO — — — —�— — `— — — — — — — — — — — — — — 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or ° °° Areas Surrounding Irrigation Ditches, Streams, Or Open O O Channels Of Any Kind. To Remove Affected Soils/Materials �o g � And Concrete From Any Concrete Clean—Out Area And ...... .• � — Dispose In An Approved Landfill. P/L0 0 O O ••O ••• / P/L — — P/L — — P/L — _ 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The 01 \ Q // Proposed Or Existing Sidewalk, To Minimize Potential Effected o \�••• O �� •• Area In Case Of A Spill. \ \•• o o � o o / 01 \\ 8. All Drop Inlet Protection Will Be Installed Prior To Paving. i \\ m 9. During The Refueling Process, Take Measures To Contain Any \ • W . / Potential Spills By Using An Approved BMP. N �••• �� o Z O�O •� 10. Spill Protection Is Required On All Refueling And Maintenance / \ o Z o •o Activities. This Includes Checking And Filling Oil, Brake Fluid, • + J Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, m O i r Transmission Fluid, And Gear Oil. The Contractor Will Use An F I Approved BMP To Prevent And/Or Contain Spills. I 0 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above I I o I Remove The Effected Soils/Materials And Properly Dispose. � J � ° I a .� I 12. The SWPPP Can Be Altered By The Owner Or Contractor To w II a° Address Any Potential Onsite Storm Water Problems Not .I Already Covered Or Mentioned Above. If Altered, Both Parties Are To Be Notified As Soon As Possible. Z N W 0 o' 0 20 40 60 z J Z Plan Scale a o- 0 KELLER o- o z g o' W 0 \0NAL F �F ai tic X STF G� i W FK81331`4145C441... 73 z • D E T A I L T I T L E • 7756 J � Revisions: O s�5/22/202 G 2 0 • S I G N A T U R E S • N SWPPP PLAN - STA. 103+00 - 108+00 °ti�RFcARNP��- i Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 27 of 37 17 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Retain And Protect 02 Remove Sign, Item No. 201 .4.1 .C.1 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 04 Relocate Roadside Sign, Item No. 1135.01 .07 1 . The Contractor Must Obliterate All Conflicting Pavemen Markings Item SSP 11400 2. Street Name Sign Refer To ACHD Traffic Stanards TS 1109.03 For Details. w t R3-7R U) E �w o R10-15R(Mod) 30"x3O" _ z z I 30"x30" �_ � D � ~ > PAVEMENT MARKING LEGEND C 03 WhiteCL Lane Line � ■� P/L — — P/ — — P/L — _ — O 7' Length & 18' Gap, Item No. N CL 24 P/L 1 134.03.03 0 _ 4" White — Lane Line N -U 12' Length & 38' Gap, Item 01 +241— No. 1134.03.04 O 4" Yellow — 2 Way Lt. Turn W 5 7' Length & 18' Gap, Item No. P/L — — P/L — — P/L — — /L — — P/L — — P/L +36 20 1 134.03.05 - +24 20 +59 25 15 17 +56 O 4" Yellow — No Passing — 2 CL Direction, Item No. 1134.03.07 o EP EP EP — EP 1 1 o O 4" Yellow — Striped Median, +24 8 0 +59 +89 -------_ _� + Item No. 1134.03.08 +00 2+00 3+00 I 4+00 7 +44 +85 - - \ _ _ - 6 d 8" White — Lane Drop S Linder Road - � 11 — — 3' Length & 12' Gap, Item No. LO +06 I 1 134.03.1 1 +44 J 8" White — Bike Lane At Int. Q EP EP EP EP EP EP EP EP — EP — 7 -J 2' Length & 6' Gap, Item No. EP +06 1 134.03.12 N � g EF 15 8" White — Channelizing\Bike EP EP EP Lane, Item No. 1134.03.15 02 0 17 16 4" Yellow — Left Edge\Divided vi Hwy, Item No. 1134.03.16 4" White — Right Edge, Item P/L — — P/L — — P/L I 17 No. 1 134.03.17 / P/L — P/L — — P/L — — P/L — — P/L — — P/L — — P/L — P/L — — P — ° a Cross 24Z 6 18 Item No. 1 134.05 21Walk — Thermoplastic w w \a 19 24" White — Stop Bar — Thermoplastic Item No. 1134.05.21 CD z / z 03 20 Thermoplastic Pavement Markings /z Item No. 1134.05.21 o R1 -1 STOP z30"x30" 21 4" White — Chevron — Item No. 1 134.03.21 w of 4" Yellow — Multiuse Pathway i R3-2 24 — — — — Center Line 3' Length & 9' 24"x24" Gap, Item No. 1134.03.21 z 4" White — Stripe at 30° — w 25 000- Item No. 1134.03.21 0 i U o' 0 20 40 60 z J Z Plan Scale a o- 0 KELLE0 ■ o- oA S S • z g o' w 0 \ONAL F o ,,\STF i 0 F8C8B3F4145C441... �I J rDigitalSignature 7756 o O N� 12212024r004 _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 28 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 01 Retain And Protect 02 Remove Sign, Item No. 201 .4.1 .C.1 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 04 Relocate Roadside Sign, Item No. 1135.01 .07 1 . The Contractor Must Obliterate All Conflicting Pavemen Markings Item SSP 11400 2. Street Name Sign Refer To ACHD Traffic Stanards TS 1109.03 For Details. For Continuation See Sheet 30 R3-7R J U Uw W w R4-16 / � Z ��(� Y X 24"x30" \ _30 x30 = _ _sw-101 ��U AK w 0 36"x36" =<�J -03 PAVEMENT MARKING LEGEND � �� I � CL 03 24 I \� R/w 4" White - Lane Line I — 03 - O 7' Length & 18' Gap, Item No. 1134.03.03 N L — P _ _ _ — I 4" White - Lane Line C P — — /�T — P L — — - _ I 0 - O 12' Length & 38' Gap, Item Speed — No. 1134.03.04 LO Limit Sign 01 I 4" Yellow - 2 Way Lt. Turn I I O +64 4 +09 — � 7' Length & 18' Gap, Item No. z I L I 1134.03.05 O4" Yellow - No Passing - 2 12, �� I Direction, Item No. 1134.03.07 8 +64 O — _ 12' 18 20 20 I I 8 Yellow - Striped Median, NO r----- C C C C O 0 0-- I Item No. 1134.03.08 0 8 +10 4 04 N + 19 I 8" White - Lane Drop C14 ° 00 LM— +64 +72 +84 ' I O 7+00C111 12' 1 1 — — 3' Length & 12' Gap, Item No. o Ln 8+00 I 1 134.03.1 1 w n _ _ 9+00 I C 0 10+00 8" White - Bike Lane At Int. a c +72 15 — _ 1 1 12 - - - - 2 Length & 6 Gap, Item No. +64 +64 +8 4 — —� 1134.03.12 S Pnde r Road+18 I O 8„ White - Channelizing\Bike N D 15 Lane, Item No. 1134.03.15 �' +6 4� c� � _ 20 15 19 I I 16 4" Yellow - Left Edge\Divided z Hwy, Item No. 1134.03.16 02 17 +64 +64 z 20 4 17 4" White - Right Edge, Item z + No. 1 134.03.17 24 I °°, 02 24" White - Cross Walk - Thermoplastic Z — — — — — — — — — / 18 Item No. 1134.05.21 a P — — / L — R yy L — — — — L _ _ — — \ / 24" White - Stop Bar - Thermoplastic W R W P � L-7 / R/w R/W R/W — R/W — — R/w — — \ // 19 Item No. 1134.05.21 CD 03 `Q� r 53 1-- z `� CL �ON Nan z Yea ��o „o� mC ACHD TS-1115 �CD 3Y ACHD TS-1115 nz _ 24 x30 Q - CD ; ( 0 24 x30 m C I Thermoplastic Pavement Markings m o", o� �o m Y O cn O G7 � r- i EP EP 20 0 0� Cn r I I Item No. 1134.05.21 o ;,CD '� ♦ ♦ fib• ' = z z m I I I ,, g o' R10-15R(Mod) R3,7R For Continuation See Sheet 30 z 30"x30" 30 x30 21 4" White - Chevron - Item CD No. 1 134.03.21 w of 4" Yellow - Multiuse Pathway Center Line 3' Length & 9' Gap, Item No. 1134.03.21 z 4" White - Stripe at 30° - w 25 000 Item No. 1134.03.21 0 i U o' 0 20 40 60 z J Z Plan Scale a o- 0 KELLER o- oA S S • z g o' w 0 TONAL F C Qo G\STF i F8C8B3F4145C441... �I J Digital Signature 7756 o O N� 12212024r� _ N 0.�, Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y Y Y Y Y �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 29 of 37 � � www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 R9 N O T E S R3-17 w � � .� 12"x18" For Continuation See Sheet 29 24"x 18" W LL�J] Retain And Protect O m 03 o0 02 Remove Sign, Item No. 201 .4.1 .C.1 P/L — — P/L — — P/L — — P/L — — P/L — — 00 / P/L — H P/L — — P/L — — L P/L 03 - 03 Roadside Traffic Sign Installation, (One Metal Post, UB EP - - /� Item No. 1135.01 .01 20 04 Relocate Roadside Sign, Item No. 1135.01 .07 15 25 1 . The Contractor Must Obliterate All Conflicting Pavemen Markings Item SSP 11400 2. Street Name Sign Refer To ACHD Traffic Stanards TS +53 +29 1109.03 For Details. +7 2 +16 � � —2LGI I +1 4-\ 5 7 - - - - - - — - - - - - - O +67 +08 N o 0 u7 0 100+00 101+00 +28 102+0012' 18 12' f1 103+00 20 104+00 12 1 20 N89° 19' 6"W +82 +67 +20 23 c 5 � +2 0LD +92 15 W Overland Road 19 +16 Q +92 4 N 25 19 +76 4 � L 'n +36 � - - - - - - - - - - - - - - - - - � PAVEMENT MARKING LEGEND C J° CL � 15 4 White - Lane Line � 3 7' Length & 18' Gap, Item No. 1 134.03.03 o P/L — — P/L — — P/L — — P/L P L P/L P/L P/L — — P/L 20 — P/L — — P/L 4" White - Lane Line \ O 12' Length & 38' Gap, Item N 03 \ No. 1 134.03.04 ow w I - _� \ 5 7' Lenlgth & 18' Gap, Item No. z c�z \ O 1 134.03.05 R 10-15R(Mod) �,z 30"x30" �' \ r 7 4" Yellow - No Passing - 2 �• 1 I O Direction, Item No. 1134.03.07 For Continuation See Sheet 29 O 4" Yellow - Striped Median, Item No. 1134.03.08 04 O O 8" White - Lane Drop 04 3' Length & 12' Gap, Item No. LO 1 134.03.1 1 8" White - Bike Lane At Int. W t g R10-15R(Mod) 2' Length & 6' Gap, Item No. 1 134.03.12 For Continuation See Sheet 29 z w o 30"x30" z g =_ 8" White - Channelizin Bike R3-7R 15 J ~ g\Lane, Item No. 1134.03.15 LU D 03 = z 36"x36" cD � d3 � � o \ dd C d3 �_ d3 d-1 d3 d3 dd 16 4" Yellow - Left Edge\Divided o° R vi \ 03 Hwy, Item No. 1134.03.16 z n 9 a- �A R4-16 \\ - 03 W 9 V O 12'x18" 17 4" White - Right Edge, Item Y \ - - _ _ _ _ - - P .� � O No. 1134.03.17 Q M �� 0 °°°°°° ° 20 20 - 18 24" White - Cross Walk - Thermoplastic z P7`— — — P/L — — P/L — — P/L — — P/L — — P/L Item No. 1134.05.21 w - - o 19 24" White - Stop Bar - Thermoplastic O Item No. 1 134.05.21 +82 +68 CD z - 7 U J / 19 +75 4 - - - - i o - - - - -� 12' 18 — + 4' _ 20 Thermoplastic Pavement Markings - 15 +39 Item No. 1134.05.21 m o +71 z +21 Qi bb 12' 19 106+00 20 i� 107+00 W Overland Road 108+00 z � 24 +05 N89° 07' 24"W in +14 +39 - 109+00 110+00 21 4" White - Chevron - Item C J BRASS CAP 20 No. 1134.03.21 o +79 4 o f+78 N 4" Yellow - Multiuse Pathway 7 +39 Center Line 3' Length & 9' Gap, Item No. 1134.03.21 z +67 cv 25 +37 25 4" White - Stripe at 30° - w Item No. 1134.03.21 ell- 0 20 40 60 +67 CO z z 15 Plan Scale T' _ P , 20 o / P/L — — P/L — — P/L — 0 / 0 0 KELLER � 03 � z 03 EP P/L — — P/L — — P/L — — P L z / — — P/L— g po > Fn 7C T T O 1 1 1 R9-7 R3-17 m \O NA L F o 12"x 18» ' C 24"x 18" r 1� Z � � � ' `T For Continuation See Sheet 29 m QC8B3F_` FSCSB3F4145C44L.. J Digital Signature 7756 o O N� 12212024r0 = N O� rE O F SOP .�Q Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 tih, CA?, 9 Y� � Y� Y � Y Y �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 30 of 37 www.achdidaho.org DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 N O T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By ACHD Prior To Installation. 2. It Is Not The Intent Of These Plans To Show The Exact Location Of Underground, Overhead Utilities, And Structures. It Is The Responsibility Of The Contractor To Verify The Locations Of All Existing Utilities With Their Respective Owners. Existing Utilities Damaged By The Contractor Shall Be Repaired At The Contractor's Expense. Call Digline 48 Hours Prior To Excavation To Request Underground Utility Locations. 3. Lighting Plan Designed With Leotek Model No. GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. 01 Install Streetlight, Item 1131 .01 .06 02 Install Street Lighting Conduit, With Cabling Indicated, Item 1 131 .01 .07 03 Install Street Lighting Junction Box, S-40T/ADA, Item 1 131 .01 .08 04 Install City Of Meridian Future Fiber Conduit (2"), Item 1102.4.1 .E.1 .2 05 Install City Of Meridian Future Junction Box, S-40T/ADA, Item 1102.4.1 .F.1 .B ° \ 06 Install Traffic Signal Interconnect Conduit (Trench), With \ Locate Wire, Item 1131 .01 .02.E Parcel 8 6 I ° o_ 07 Relocate Existing Street Light, Item 1102.4.1 .13.1 1807 ° ° Retain And Protect o Louie D Shearer ° T S 1 2231 1 0500 c T UP Tv T T T G. C P T OHP OHP M — — — � OHP P/L — — _ rn ® �� P � o U OHP T ® o T o ° o o ° o T 04 N C OHP P/L — 0 b z EP o O Sew O 0 3 SeH 00 4 Se G — — U— — O — 6 7 d w S CINDER RD 00 EP E w w w w _ S CINDER RD w w o T G T 3 T T T Cn Retain And Protect a c G Retain And Protect L E E N D g � c O O O O O v � 0 c� P U P Service Pedestal 3 z — P/L — /L — — P L — P/ — P/L — P/L — S-40T/ADA Junction Box z T — — — a P - - P L - - P L - - P/L - - P L _ _ P L S-45T/ADA Junction Box with Riser ° ) ooR/W — — R/W — — R/W — — R/W — — R/W — R/W N �S cn ° Par sI9 — City Of Meridian Fiber Conduit o Fall Creek HOA Inc z R2737350120 Interconnect Conduit J Y yd �J o ° Illumination Conduit 00 Power Pole 0 z g In Luminaire Pole / z wProject Note Number 0 Q 92 Bid Item Note Number U w p� Signal Cabinet 0 i U o' 0 20 40 60 z J Z Plan Scale a o- 0 KELLE0 ■ o- oA S S • z g o' w 0 o- G\STF F o i o- 0 F8C8B3F4145C441... �I J Digital Signature 7756 o O N� 122120204 4r� _ Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 31 of 37 DocuSign Envelope ID: F62A1D6D-BA81-49B4-80B5-E863B3869DC1 R8048710025 `l� N Q T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By � � — d o ACHD Prior To Installation. j ° I/d — — _ _ _ _ _ ° \� /� // 1-2" RPC —OHP — 2. It Is Not The Intent Of These Plans To Show The Exact — — — — — — HP Ol cation Of Underground Overhead Utilities, And Structures. It — — — — — — — — — — — — — — — — — — R/W - Install 2—#6 02 — — R/W — — RA — — R/W R/W ° O , — — — — — — — — — — — — — — — — — — — — — — �\ 1—#6 GND — — — Is The Responsibility Of The Contractor To Verify The MID IS, Locations Of All Existing Utilities With Their Respective Owners. F0 FO o �. — Existing Utilities Damaged By The Contractor Shall Be °°`°° 3 FO P L — P L P — — — — Repaired At The Contractor's Expense. Call Digline 48 Hours Cf) /L - - P L — — I I I a) O \ --- - -- ---- P L P L — P L - - — —-- -- --- -_- - _--- ------------- Prior To Excavation To Request Underground Utility Locations. UP I I Fos 3. Lighting Plan Designed With Leotek Model No. = Fos 2-2" RPC 06 GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. M FOS FOS \ I I L FOS Fos Fos Fos Fos Fos 01 Install Streetlight, Item 1131 .01 .06 N O a_ " 02 Install Street Lighting Conduit, With Cabling Indicated, Item N 1 131 .01 .07 I � 00 I + o / Install Street Lighting Junction Box, S-40T/ADA, Item III 2A 3 0 03 1 131 .01 .08 I �c V) Q f + \�� Cn ") 04 Install City Of Meridian Future Fiber Conduit (2"), Item 3 9 I I I N —�— — --�— - --- - -- O 1102.4.1 .E.1 .2 — I I — —10 —� — — 11 S ynderl 0aa 12 — }36" Pvc--�— 1 d 4-1 Install City Of Meridian Future Junction Box, S-40T/ADA, G_ ICY') 05 D CA — — — Item 1102.4.1 .F.1 .B w w 12" PVC 12 PVC w r w J Install Traffic Signal Interconnect Conduit (Trench), With D w w 06 Locate Wire, Item 1 131 .01 .02.E I I I Sew 8" Sewer Sew Sew 03 07 Relocate Existing Street Light, Item 1102.4.1 .B.1 1-2„ RPC I 2-2" RPC 06 Install 2—#6 02 ~ 05 1—#6 GND 07 03 I I I o -------- ---- — I I----�--- °° ig ig Sig big -- —=- - _---=�9 ---=——�-9------- — --=— —=- --=ig------ 1-2 RPC �9 Install 2 — — 02 01 1—#6 GND 1-2" RPC 04 N �� — — — — — — — � — — — — — — — — — — — — — — — I/ci — — Vd — — I/d — — I/d — — Vd N — — R/W — — R/W — — h \ � ° — — — — — — - -I — — — — — — — — — — — w z wt 05 -- --->_ P X EP EP EP EP O \\\\\\\\\\\\ EP EP EP EP EP EP — N O 00 w ° 0-0-0— ° o O L E G E N D � P/L _ — J / P/L o ° ° ° ° —� — — W — — /ru P/L — — — — — — O P/L — � Service Pedestal °1-2" RPCo 0 0 0 0 0 0 0 0�° c� 01 Install 2— o— #6 02 �o�o — — OHP — — o ( i 1—#6 GND — P/L — —O�Oo, o _ P/L o_°� OHP g --- -P L----_--- P --_------ ----------- °— °_ 0 S-40T/ADA Junction Box _ _ __ _ OHP a — — — 01 OHP S-45T/ADA Junction Box with Riser OHP � N 06 2-2" RPC 03 ———— _ _Cap End Of— FOS FOS Fos Conduits — — —Sig — City Of Meridian Fiber Conduit FOS / o Fos Fos Fos Fos Fos Fos —�Fos 03 Interconnect Conduit J / Illumination Conduit 0 0 / 00 / f Power Pole z ZIn Luminaire Pole g - -- ----�-36" PVC— ----�— — 1 --- -- ----/------�---15 ----- ---- ----� ---- ---- ---- --36" PVC->-----= — — J — — — — I / — $ — — L 16 — I — 11� 1 z O — Pro' w 12" PVC w - S Linder Road J ect Note Number 1 Q / 92 Bid Item Note Number 06 2-2" RPC w Cap End Of �� Signal Cabinet of Conduits In — — ig ? Sig - - -Sig - - -Sig - - -Sig - - -Sig — — —Sig———--——--—Sig — - -Sig — — —Sig O 20 40 60big — g 1-2 J " RPC - - Y Install 2—#6 02 / 01 -- U✓ -------- - - - - - - _ _ _ - - - � Plan Scale — —I/d — — — — — — — — — — — — — — — I/d / W 00 1-2" RPC 04 ,/d — — W _ o I/d ■ W W • o- o —I/d -- — z W PVC w — — I/d W - o � — I/d _ _ \O NA L F I/d — pG&Qu`?; tic F i o EP EP EP EP EP \ST — �I/d � � �,�5,n,-. o- — FK8B3F4145C441... �I J Digital Signature 7756 o O P 12212024r� _ N Revisions: Design B J. Thornton Date: 1 2024 Drawn B A. Corley Date: 1 2024 Survey B : A. Hafen Date: 09 2022 CARNP 9 Y� � Y� Y � Y Y ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 32 of 37 www.achdidaho.org SIGNAL HEAD SCHEDULE 1 �� I N O T E S r � Pole B 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And Luminare Pole (Davit Arm Style) Pole C Installation Requirements. 7 9+35 �R Sta: . : . N I Combination Signal & Luminaire Pole— � Off 789'Lt I 9 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The R 16 Pedestrian Pole Height: 30 I I I Sta: 10+35.5, Off: 79.5 Lt Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately R Countdown Head Top of Pole Foundation I Pole Height: 40' Brought To The Attention Of The Engineer For Clarification. � Elev: 2609.28— — � Signal Most Arm: 50' Y �Y Center of Controller Cabinet And I Luminaire Most Arm: 15' 3. The Locations Of The Traffic Signal cabinet, Service Pedestal And Signal Poles !� Service Pedestal Foundation CCTV Mast Arm: 6' Foundations Shall Be Field Verified B ACHD Prior To Installation. ACHD Forces Must 1 Be Notified At Least Two Working Days Prior To Installation. Naztec Type 6 Signal Cabinet o I r Top of Pole Foundation G Foundation Type P r I Elev: 2608.42' 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, G Sta: 9+22.1, Off: 83.5 Lt I Sig Pole D Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The <G— Pole A I Pedestrian Signal Pole Intent Of These Plans To Show The Exact Location Of All Underground Utilities And Signal Pole B Sta: 10+56.8, Off: 61.5'Lt Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All ' Existing Utilities With The Respective Owners. Existing Utilities Damaged By The Pole Height: 12 Sta: 9+22.4, Off: 66.9'Lt I I Contractor Shall Be Repaired At The Contractors Expense. Pole Height: 18' I 42P B Top of Pole Foundation 11 12 21 22 23 31 32 33 21P 22P Signal Mast Arm: 65' B �� I I 31 ,s0 Elev: 2607.46' 5. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of \11-451 52 41 42 43 71 72 73 41P 42P Top of Pole Foundation / \ _ Uniform Traffic Control Devices (MUTCD). Elev: 2609.00 41P° ° d / — d % 6. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 61 62 63 61 P 62P A Ease(T) � /� � — — 52 21 22 6 °2 23 R/W — — R/W _ _ —_ _ _ _ _ _— _ —_ _ _ _ �\ 7. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic 81 82 83 81P 82P �� __ 62P I 0But n — — — B Signal Installation And Are Not Paid For Separately. Fo II Fo 21 P s; — MH 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video p E — .— — a� I Non Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video — cono 1 I I Camera In Location As Directed By ACHD. Contractor To Terminate Conductors In The M A S T A R M S I G N SCHEDULE 6 � i Fos Fos X � Field And Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish I Sign And Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The FOS Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be Curb I I I os X Fos Notified At Least 5 Working Days Prior To Installation. 42 a 9. Contractor To Install Radar Detection Cable From Cabinet To The Radar Detector \ � so �� WO171 J Location As Indicated On The Conduit Schedule. Install Radar Detector In Location As Asphalt 41 I �� v, N w Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet - 4 IMG Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine 5 I I �, PI STA: 9+85.86 0 Location Of Radar Detector, Orient The Detector, Establish The Detection Zones And �+ pp,,�� I I � 3 I Calibrate The Entire System For Operation. ACHD Forces Must Be Notified At Least 5 WOEfla-dpd S fil 73 i I i I �� V) 16 32 Working Days Prior To Installation. 5 I I 5 — 10. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. SNS SNS 66"X30" 60"X30" 9 72 I I — 10 I ——— —— 11 Contractor To Pick Up Pre—Emption Equipment From Meridian Fire Department. S L I N D E R R D I — 33 Contact Charlie Butterfield (208-888-1234) At Least 10 Working Days Prior To The 5 Anticipated Pre—Emption Equipment Installation. iI I w 2" PVC wv 2" PVC w w 11. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On O3 4� O4 ' '�� I I I I I 81 I Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For X Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. Lndr sew 8" Sewer sew 82 Sew ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The p� p� 'C w Existing CCTV Camera Must Remain In Operation During Construction. It May Be WfU Sm I I I I x Disconnected For A Maximum Of 48 Hours On Weekends Only. I I I I 6 — sig 12. Remove And Salvage Existing Signal Cabinet, Service Pedestal, Signal Poles, Mast SNS SNS EP EP� Curb I I I I I I a 3°° 11 x —si — Arms, Signal Heads, Signs, Light Fixtures And All Other Signal Equipment To ACHD 66 X30 60 X30 I I I I Signal Shop. Coordinate With Idaho Power For Power Clearance Requirements For N 83 22P — — — B — Equipment And Workers When Removing Mast Arms. Remove And Salvage Existing c / Pre—Emption Equipment To Meridian Fire Department. Remove And Dispose Of All O O � I IMG — — ��d — — Foundations, Conduit, Cabling And Junction Boxes Unless Otherwise Noted. The Existing 61P ( Traffic Signal Control For The Existing Overland Rd And Linder Rd Intersection Shall 4 62 61 12 IMG Pole E Remain In Operation Until The New Traffic Signal Is Fully Operational, Item N— RAW � = � � �T � — — — 81P — + °71 Combination Signal & Luminaire Pole 1131.01.01.A1. 'ooi co Sta: 10+57.3, Off: 42.9'Rt ONLY ONLY 5' Ease(P) Pole H —— �A If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A P B Pole Height: 35 Three—Wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz Luminare Pole n '00 P Signal Mast Arm: 55' AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A R3-5L R3-5R Sta: 9+22.9, Off: 52.4'Rt B 82P I n Luminaire Mast Arm: 15' Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From 30"X36" 30"X36" Pole Height: 30' I I Post x EP Top of Pole Foundation The Power Source To The Service Cabinet Shall Not Exceed 300 Without Approval Luminaire Mast Arm: 15' Elev: 2607.92' From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power Top of Pole Foundation I For The Power Connection Location. The District Shall Be Responsible For All Idaho Elev: 2608.90' I �I Pole F Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho Pedestrian Signal Pole \ Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A Pole G — Off: 66.5 Rt \\\ Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The X.PHASE DIAGRAM Signal Pole o Sta: 10+38.6, Sta: 9+36.6, Off: 66.4'Rt U ® 0 Pole Height: 12' , Halt Contractor Shall Be Responsible For All Electrical Permit Fees. Pole Height: 18' I Q I ��, [Top of Pole Foundation p \ �g Refer To Illumination And Interconnect Plan & Detail Sheets For Continuous a Elev: 2608.04 Illumination And Interconnect Im rovements. Luminaire Poles & Fixtures, All Conduit, Signal Mast Arm: 50' z I o o p Top of Pole Foundation J Bollards I Junction Boxes And Cabling To Be Paid For By Separate Bid Items. Elev: 2608.35 U_wl I J IMG 01 05 3 i ; I " I N O I U I I � LJ I 02 �► , I � �� 06 TRAFFIC SIGNAL LEGEND I i i I 21 Signal Head Number �A Project Note Number OSign Face Number 03 07 Aj Conduit Run Number Signal Pole With Luminaire, l Mast Arm And Signal Heads Advanced Radar Detection Signal Head With Backplate + CCTV Camera Signal Controller Cabinet And 0 20' 40' —— Pedestrian Signal Head Service Pedestal 04 _ `—_ — 08 T Mast Arm Mounted Sign m Junction Box (Type S-40T/ADA) Scale: 1" = 20' i ►o Gridsmart Video Detection Camera ® Junction Box (Type S-45T/ADA) ► Emergency Preempt Detector ————— Conduit Group ZONAL EN • S H E E T T I T L E 2"75 Revisions: • S I G NATU RES Traffic Signal Plan JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRO ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 0 ;�� y g y www.achdidaho.org Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 33 of 37 CONDUIT AND CONDUCTOR SCHEDULE B 2 30 i B � , I Pole c N O T E S 1 / , I 31 Pole B P O 4 32 'P B 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS j 5 I U \ I Installation Requirements. 00 �j 2" RPC 3-3/0 Copper Or 3-4/0 Aluminum (200A Services) �/// 20 2Ps ° I 3HO 00 I j/ ,p 2. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The ° dHO� HO— 0 Appropriate Clearance Between Adjacent Utilities. 2" RPC 2— 6, 1— 6 Bare (Signal Cabinet Service �� 3 \ \\\ 0 I 0 # # ( 9 ) / 24 \ ,�d 33 , d _ 22 �� / / 3. Ground The Traffic Signal And Illumination System In Accordance With The Current g � / — - - - - - - - - - - — - - — { \ 0 \ y/ / Pole D Edition Of The NEC And The ACHD Traffic Supplemental Provisions. 2" RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) Pole A NP 4 00 — — — — — — — — — — ° — — — ° — . Locations Existing rucures nes ucs 2" RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) � � a � � ° � 5 4 L ti Of Eti g Stt Ad Utiliti Sh A Pipelines Conduits, / — — — — — — — — — — — — — — — — — Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The - - - - - - - - - - - - - — A3 2" RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) I O — — — — — — — — — — — — — - B U t O n Intent Of These Plans To Show The Exact Location Of All Underground Utilities And 2 RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) — \ \ 6 �� Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All 2" RPC Spare (Install Locate Wire) \ I 6 21 33 B Existing Utilities With The Respective Owners. Existing Utilities Damaged By The 2" RPC Spare (Install Locate Wire) / ° 21 Si ig Contractor Shall Be Repaired At The Contractors Expense. °° 1 I FO 0 _ FO P !S °°° 34 I 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements 2" RPC 2-12C, 1—#6 Bare (Vehicle And Ped) °°°° I °°0° ° O n Only. 5 2" RPC 1-5C, 1—#6 Bare (Ped) Iz ° Q I 7 I V I 6. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The „ i I 23 I Corresponding AGPS Push Button Assembly. 2 RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) 7. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple 6 2" RPC Spare (Install Locate Wire) Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. Cabinet/Poles A & B Area Conduit Layout Poles C & D Area Conduit Layout A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In 2" RPC 2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) Not to Scale Not to Scale Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From 2" RPC A2-12C, 1-5C, 1—#6 Bare (Vehicle And Ped) All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid 2" RPC Spare (Install Locate Wire) Pole B/ I I \ C o Pole C\ �A If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A / ( ) 2 Three—Wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz 2 RPC 1—COAX 5C Gridsmart Video Detection AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A 1—CAT5 (POE+) (CCTV) 33 �� Of y 1 / Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From 1—Radar Detection Cable Pole A — d 6 21 h O The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval 2" RPC 1-3C (Opticom) — — — — — Pole D ( P ) From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power 1—Radar Detection Cable P _ _ __ — — _ _ — —_ __ — — — _ _ \ For The Power Connection Location. The District Shall Be Responsible For All Idaho 20 2" RPC 1—Radar Detection Cable I OBut n Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho 2" RPC 1—COAX/5C (Gridsmart Video Detection) /irr- FO I Q s s; Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A 1-3C (Opticom) MH °° I 3 Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The 1—Radar Detection Cable ul i U) °" � Contractor Shall Be Responsible For All Electrical Permit Fees. 2" RPC Spare (Install Locate Wire) I 0 � I I Fos Refer To Illumination And Interconnect Plan & Detail Sheets For Continuous 2" RPC Spare (Install Locate Wire) z Sign Illumination And Interconnect Improvements. Luminaire Poles & Fixtures, All Conduit, \ I I Q I— Fos Fos Os Junction Boxes And Cabling To Be Paid For By Separate Bid Items. 2" RPC 1—COAX (Gridsmart Video Detection) I I 34 J 21 1—CAT5 (POE+) (CCTV) I I Er � a 1—Radar Detection Cable 'I / 7 I � w 0 2" RPC I Spare (Install Locate Wire) N 23 - O N 4' 1Iv 22 2" RPC 1—COAX (Gridsmart Video Detection) I I ��. PI STA: 9+85.86 0 1—CAT5 (POE+) (CCTV) 1—Radar Detection Cable I l i I �� V) 2" RPC 1-3C (Opticom) 9 04 I I y 10 ——— —— 1—Radar Detection Cable ——— 23 1—COAX (Gridsmart Video Detection) I I ttiv \ 2" RPC 1—Radar Detection Cable JIM 2" RPC Spare (Install Locate Wire) S L I N D E R R D I l i I W 2" Pvc IT wv 2" PVC yy III 2" RPC 1-3C (Opticom) A 1—Radar Detection Cable i I i sew s" Sewer sew ,� CL I I I I I w 25 2" RPC 1—COAX (Gridsmart Video Detection) I fi II U 2" RPC 1—Radar Detection Cable Curb A 2" RPC Spare (Install Locate Wire) I N c / 27 2" RPC 1—Radar Detection Cable 35 26 6 IMG ��» — et 2 RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #1) 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #2) Pole H o Pole E 30 2" RPC Spare (Install Locate Wire) cO + 2" RPC Spare Install Locate Wire nV j w Pole G w I I Pole F 31 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #1) \ I I I i �roai F— EP— 32 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #2) A2 RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #2) 23 2 RPC Spare (Install Locate Wire) N o 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #1) I I I C i U 0000 0 \ B °° °°° °°°°° 34 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #2) ° I i i I I > °°°° 2" RPC Spare (Install Locate Wire) °° 1 / •A G G �/ \ A 2" RPC 2—#6 THWN, 1—#6 THWN Ground (Lighting Ckt #1) Pole H 5 °° - 2" RPC Spare (Install Locate Wire) C / 6 I G — — 3125 / Pole E O \��t / / 000 - - - � - - - - - - - - - - - - 26 6 27 TNI °° - - - - - - - -3— - - - - - - - - - - -� — � - - - - - cc W 1 32 �\ / / 24 00° 35 I I - - - - - - - - - - - - - - - - - - - - \��\O e 0(N I 35 \ 0 °° / °° \ °00 ° CO 4 n 00 I I 0 0 / B + 0 20' 40' V/ I / Scale: 1" = 20' Pole G I 3 P Pole F/ n Poles G & H Area Conduit Layout Poles E & F Area Conduit Layout _ _ �ZpSAL ENc Not to Scale Not to Scale ■ T f • S H E E T T I T L E 2715 Revisions: • S I G NATU RES Traffic Signal Details JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRO ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� y g y www.achdidaho.org Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 34 of 37 N O T E S 1. The Contractor Shall Verify And Check All Dimensions And Details Shown On The Emergency Pre—Empt Detectors, Advanced Radar Detection, Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Refer To Note 10 Refer To Note 9 Brought To The Attention Of The Engineer For Clarification. Signal Mast Arm Length = 65' 2. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And 10.0' I 11.5' 11.0' / 11.0' 2.0' Min. Installation Requirements. 3. Ground The Traffic Signal And Illumination System In Accordance With The Current 1.0' 1.0' Edition Of The NEC And The ACHD Traffic Supplemental Provisions. 4. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of R Q R R Uniform Traffic Control Devices (MUTCD). Y ONLY NL Y Y 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. G G ONLY G G �00 600 ONLY W lflat Fd 6. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic Signal Installation And Are Not Paid For Separately. OR3-51- O O R3-51- O O O R3-5R O SNS O 7. Dimensions Shown On The Signal Mast Arms Are Accurate For The Pole Locations 72 30" x 36" 5 73 30" x 36" 5 41 42 30" x 36" 6 66" x 30" 1 R Shown On The Plan Sheets Only. If The Poles Are Located Differently, Most Arm Lengths 51 OY 43 And Signal Head And Sign Locations May Change. (D a J G 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video E (D Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video Camera Q � a a In Location As Directed By ACHD. Contractor To Terminate Conductors In The Field And ~ J J Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Jo o Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The cr) 7 Cna ; M Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be O ` ' `�' `L a o Notified At Least 5 Working Days Prior To Installation. 41 P FAN 41 P a) ID a (D 9. Contractor To Install Radar Detection Cable From Cabinet To The Radar Detector U > U > U o Location As Indicated On The Conduit Schedule. Install Radar Detector In Location As °O Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet 0 Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine Location APS Pushbutton APS Pushbutton APS Pushbutton Of Radar Detector, Orient The Detector, Establish The Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be Notified At Least 5 Working 0 0 o Days Prior To Installation. C6 C6 06 SApproach 10. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. Contractor Approach To Pick Up Pre—Emption Equipment From Meridian Fire Department. Contact Charlie `f' Butterfield (208-888-1234) At Least 10 Working Days Prior To The Anticipated rj r7 rrj Pre—Emption Equipment Installation. 11. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For Signal Pole A Luminaire Pole (Davit Arm Style) B Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. Not to Scale Not to Scale ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The Existing CCTV Camera Must Remain In Operation During Construction. It May Be Disconnected For A Maximum Of 48 Hours On Weekends Only. 6.0' CCTV Mast Arm 12. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The Corresponding AGPS Push Button Assembly. CCTV Camera, Refer To Note 11 15' Luminaire Most Arm Gridsmart Video Detection Camera, Refer To Note 8 Advanced Radar Detection, Refer To Note 9 Signal Most Arm Length = 50' 2.0' 11.5' / 11.0' 12.0' 2.0' Min. O O �► „L" G G ONLY s Lrcbb Ri 0 0 52 21 22 3 x 36" O 60"S x S30"O 31 Y 30" 23 LO O J G J L C C c � c (D c (D T1 L in p o aD c O L L L 42P °O U U U D U CD U O j CV CD O O APS Pushbutton APS Pushbutton 0 Cd o N 00 Westbound Approach Combination Signal & Luminaire Pole C Pedestrian Signal Pole D Not to Scale Not to Scale ZONAL EN • S H E E T T I T L E 275 Revisions: • S I G NATU RES Traffic Signal Details JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRo ACHD Ada County Highway District . 3775 Adams Stwww, Garden achdidaho.iorg Idaho, 83714 , Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 35 of 37 i IIIIII 15' Luminaire Most Arm N O T E S 1. The Contractor Shall Verify And Check All Dimensions And Details Shown On The Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. Gridsmart Video Detection Camera, 2. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And Refer To Note 8 Installation Requirements. 3. Ground The Traffic Signal And Illumination System In Accordance With The Current Advanced Radar Detection, Edition Of The NEC And The ACHD Traffic Supplemental Provisions. —\— Refer To Note 9 4. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Signal Most Arm Length = 55' Uniform Traffic Control Devices (MUTCD). 0.5' 11.0' 11.0' 11.0' 11.0' 2.0' Min. 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 6. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic 1.0' 1.0' Signal Installation And Are Not Paid For Separately. 7. Dimensions Shown On The Signal Mast Arms Are Accurate For The Pole Locations ® R Shown On The Plan Sheets Only. If The Poles Are Located Differently, Most Arm Lengths Q Q O Y And Signal Head And Sign Locations May Change. � ONLY 1511 ONLY '600 '�00 G G ONLY W l�JBl FZ1 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video Camera In Location As Directed By ACHD. Contractor To Terminate Conductors In The Field And R3-5L R3-5L R3-5R SNS Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And 32 30" x 36" O 33 30" x 36" O 81 82 30" x 36" O 66" x 30"O R o Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The 11 Y 83 Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be O �'�S Notified At Least 5 Working Days Prior To Installation. 0 a J 9. Contractor To Install Radar Detection Cable From Cabinet To The Radar Detector J J Location As Indicated On The Conduit Schedule. Install Radar Detector In Location As o o Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet A 81P Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine Location N N o Of Radar Detector, Orient The Detector, Establish The Detection Zones And Calibrate Coo Coo The Entire System For Operation. ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. > U D U O 10. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. Contractor Co 0' o o To Pick Up Pre—Emption Equipment From Meridian Fire Department. Contact Charlie APS Pushbutton Butterfield (208-888-1234) At Least 10 Working Days Prior To The Anticipated APS Pushbutton o Pre—Emption Equipment Installation. 00 0 11. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On IFT° Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For Northbound Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. Approach ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The Existing CCTV Camera Must Remain In Operation During Construction. It May Be Disconnected For A Maximum Of 48 Hours On Weekends Only. 12. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The Combination Signal & Luminaire Pole E Pedestrian Signal Pole F Corresponding AGPS Push Button Assembly. Not to Scale Not to Scale Emergency Pre—Empt Detectors, Refer To Note 10 Advanced Radar Detection, 15' Luminaire Most Arm FRefer To Note 9 —Signal Mast Arm Length = 50' 11.0' / 12.0' / 13.0' FR- �Y R R OY Y �00 1700 G G s LC1�3" Ri 12 61 62 SNS R 60 30 O 71 09 La v v 0 v Q JCD CD J a Co O raj o0 61 P f 1 61 P U U > U > Q Co O O APS Pushbutton APS Pushbutton APS Pushbutton 0 0 0 06 a o6 e 06 — Eastbound 7 Approach 0 Ln r�i Ki Signal Pole G Luminaire Pole H Not to Scale Not to Scale c�ZO'SAL EN • S H E E T T I T L E 275 Revisions: S I G N A T U R E S Traffic Signal Details JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRO ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� y g y www.achdidaho.org Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 36 of 37 TRAFFIC SIGNAL MATERIALS Pole Pole Type Signal Luminaire Signal Mounting Location Signal Mounting Mast Arm Signs Foundation Mast Arm (Signal Head No.) Brackets See TS-1110 0.0' From End (72) Astro Bracket R3-51- (30"06") 10.0' From End (73) Astro Bracket R3-51- (30%36") Pole A Signal Pole 65' N/A 21.5' From End (41) Astro Bracket R3-5R (30"x36") G Pole Height: 18' 32.5' From End (42) Astro Bracket SNS (66%30") "1500 1600" Pole Mounted (43) — "W Overland Rd" Pole Mounted (51) — Luminaire Pole Pole B (Davit Arm Style) N/A 133 Watt LED Fixture N/A N/A N/A A Pole Height: 30' 2.0' From End (52) Astro Bracket Combination Signal And 13.5' From End (21) Astro Bracket R3-5R (30"x36") Pole C Luminaire Pole 50' 15 Mast Arm 24.5' From End (22) Astro Bracket Pole Height: 40' 133 Watt LED Fixture Pole Mounted (23) _ SNS (60"x30") "1700 1600" F Pole Mounted (31) — "S Linder Rd" Pole D Pedestrian Signal Pole N/A N/A N/A N/A N/A A Pole Height: 12 0.5' From End (32) Astro Bracket R3-51- (30"06") 11.5' From End (33) Astro Bracket Combination Signal And R3-5L (30"x36") 15 Most Arm 22.5 From End (81) Astro Bracket „x36" Pole E Luminaire Pole 55 R3-5R (30 ) F Pole Height: 35' 133 Watt LED Fixture 33.5 From End (82) Astro Bracket SNS (66"00") "1600 1500" Pole Mounted (83) Pole Mounted (11) — "W Overland Rd" Pole F Pedestrian Signal Pole N/A N/A N/A N/A N/A A Pole Height: 12 0.0' From End (12) Astro Bracket Signal Pole 11.0' From End (61) Astro Bracket Pole G Pole Height: 18, 50' N/A 23.0' From End (62) Astro Bracket S Linder Rd SNS (60"x30") "1600 1700' ; F Pole Mounted (63) — Pole Mounted (71) — Pole H Luminaire Pole N/A 15' Most Arm N/A N/A N/A A Pole Height: 30 133 Watt LED Fixture Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill ZONAL EN • S H E E T T I T L E 275 Revisions: S I G N A T U R E S Traffic Signal Details JOT OF Design By: Precision Date: 4/2024 Drawn By: Precision Date: 4/2024 GRo ACHD Ada County Highway District . 3775 Adams Stre www, achdidaho.Gardeniotrg Idaho, 83714 , Project Number: 321062 . 001 Project Name : Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 37 of 37 IF 0° LEG E N D U T I L I T I E S Aa ounwa Isric a) (See Standards For Specifics) . 2 _ 3 Relocate To New Location And/Or Adjust To Grade To a Q C.L. of Construction or Survey ❑ Avoid New Roadway Construction By Lumen Star Eagle � E o Existing Profile or X—Section Line Project Name: Linder Pd Overland Rd To Franklin Rd Boise Relocate To New Location And/Or Adjust To Grade To • , Existing Edge of Pavement or Gravel G❑ Avoid New Roadway Construction By Intermountain Gas Meridian — —12"CMP SD Project Number: 522038 Relocate To New Location And/Or Adjust To Grade To Existing Drain or Irrigation Pipe P❑ N Avoid New Roadway Construction B Idaho Power '� 0 Existing Ditch or Flow y y G I S No: 204919, 204909, 203054, 204929, 204939 OKuna ��o� 00 Relocate To New Location And/Or Adjust To Grade To P/L — — H Avoid New Roadway Construction By City Of Meridian 6 Existing Property or Right of Way Line n 111 U 1111 1 L11LLJ LLLLL� XExisting Fence and Gate x Relocate To New Location And/Or Adjust To Grade To 0 Top Avoid New Roadway Construction Sparklight _T_F Im 'a Relocate To New Location And/Or Adjust To Grade To N I I I I Rtt Existing Slope ° °m FO Avoid New Roadway Construction By ACHD ® 'aC Existing Curb & Gutter ERelocate To New Location And/Or Adjust To Grade To Avoid New Roadway Construction By Syringa (Line 'FOS') J Uf Existing Curb(No Gutter) � E A D A COUNT Y F3 Relocate To New Location And/Or Adjust To Grade To W Franklin Rd PROJECT Avoid New Roadway Construction By Lumen (Line 'FOC') W Franklin Rd Existing Concrete Sidewalk LOCATION Relocate To New Location And/Or Adjust To Grade To Avoid New Roadway Construction By Zayo (Line 'FOZ') P Existing Curb,Gutter,Sidewalk and Approach —r—or—vv—or—u—or—ior—iv—or—bew—or—uec Fg Relocate To New Location And/Or Adjust To Grade To Existing Utility Line With Initial Avoid New Roadway Construction By Sparklight (Line 'FOP') ead Dr Water Valve or Meter 3 Green re Q Utility Coordination Was Requested Through m Gas Valve or Meter ee Achd During Design Of This Project. Utility Q Fire Hydrant I Information Is Shown Only For Surface N Q Q Signal Pole Features And If Provided By The Owner Of 3 L Light Pole The Utility For Non—surface Features. Utility Pole With Anchor Utility Adjustments, Relocations, Or Sign, Stop/Street Sign and Mailbox Replacements May Or May Not Be Completed W Pintail Dr Q Kennedy Lateral N Prior To Construction. The Contractor Shall o OO OO o Existing and New Manholes Coordinate And Accommodate Work With The 21 ❑ Existing and New Catch Basin Utility Companies. Peregrine Rio `n N ElementaryMTM Call Digline School r- O O New Sediment Box 2 Business Days Prior To Excavation 1-1 Ph. # 811 To Request Underground Utility I W Gander Or ® Existing and New Irrigation Box Locates a o W WaltmanLd St ZDeciduous And Evergreen Tree Contact Scott Bennett 3 o ACHD Utility Supervisor o' M 0 1 Deciduous And Evergreen Bushes For Information Call 387-6259 r Ne c0 d C N Existing Building 0 n Verbena Dr -1 w N �� PROJECT DATUM: °—' � 0 o River, Creek, or Canal River, Horizontal Datum for this Project is Based From Ada County Benchmark Information About Ada Q 0 Revision Note County Point No. 100502 and CAF of 1 .0001528315 T o was Applied to Project Points to Ground Values. 00 Construction Note Elevations Shown are NAVD 88 (GEOID18) Based I-84 I-84 Q) 3456 \ Street Address From S NGS Brass Cap M 86. Q o g Property Number or Curve Number Bench Mark and Monument P ROJ ECT LOCATION N w 10 11 1__� N n 15 14 15 14 Section & 1/4 Section Corner 'r' o w a� z J W Overland Rd W Overland Rd o 1-1Design Plan Edge of Pavement Gor Gravel a� o m Design Profile For TC or Pipes 0 ILL � N Z Design Profile Grade Break J 0 o N 00 N Design Profile PC or PT o w vicinity Map MLn Design Ditch or Flow line N.T.S. o Design SD or Irrg. Pipe on Plan View � 0 N New Property or Right of Way Line 0, New Easement Line U -V-V-V-V-V-V-V New Retaining Wall Q J Ii z Limits of Cut Slope Limits of Fill Slope 0 o Section Line New Curb and Gutter g a- 0 20' Hydroseed 0 � 0 Sod Repair CDE) L Fti [if New Curb,Gutter,Sidewalk, and Approach o �o\ST [if ® Asphalt Repair a o J ® Gravel Re/FNpair Certification Of Compliance With Standards 0 Concrete Repair The Design And Plans Have Been Prepared In Substantial Conformance With The 10 G> ,Z; _ New Ped Ram New Valley Gutter p P N P Policy, Design, And Drafting Standards In Effect At The Time Of Preparation. ,L FOF\o i Landscape Rock G R. CARNP .r.ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 1 of 101 27 www.achdidaho.org INDEX OF SHEETS INDEX OF SHEETS PLANS NOT IN THIS SET - FOR INFORMATION ONLY SHEET NO. DESCRIPTION CONSTRUCTION STAGING SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION GENERAL 57 CONSTRUCTION STAGING OVERVIEW NO. 1 1-84 PLANS & TRAFFIC CONTROL LINDER ROAD OVERPASS - BRIDGE PLANS 1 TITLE SHEET 58 CONSTRUCTION STAGING OVERVIEW NO. 2 GENERAL 1 SITUATION AND LAYOUT 2 INDEX OF SHEETS 59 STAGE 1 CONSTRUCTION NO. 1 1 TITLE SHEET 2 SHEET INDEX, QUANTITIES, & VICINITY MAP 3 OWNERSHIP TABLE NO. 1 60 STAGE 1 CONSTRUCTION NO. 2 2 TYPICAL SECTION 3 DESIGN AND GENERAL NOTES (1 OF 2) 4 OWNERSHIP TABLE NO. 2 61 STAGE 2 CONSTRUCTION NO. 1 3 ROADWAY SUMMARY 4 DESIGN AND GENERAL NOTES (2 OF 2) 5 OWNERSHIP MAP NO. 1 62 STAGE 2 CONSTRUCTION NO. 2 4 CULVERT SUMMARY 5 FOUNDATION INVESTIGATION (1 OF 2) 6 OWNERSHIP MAP NO. 2 63 STAGE 3 CONSTRUCTION 5 PLAN SHEET NO. 1 6 FOUNDATION INVESTIGATION (2 OF 2) 7 CONTROL MAP NO. 1 64 STAGE 4 CONSTRUCTION 6 PLAN SHEET NO. 2 7 FOOTING LAYOUT AND PILE NOTES 8 CONTROL MAP NO. 2 65 CONSTRUCTION STAGING -TEN-MILE CULVERT P1 7 1-84 IRRIGATION PROFILES 8 ABUTMENT DETAILS (1 OF 3) ROADWAY 66 CONSTRUCTION STAGING - TEN-MILE CULVERT P2 8 CIP BARRIER DETAILS 9 ABUTMENT DETAILS (2 OF 3) 9 TYPICAL SECTION 1 67 CONSTRUCTION STAGING - TEN-MILE CULVERT S&L 9 CONCRETE JOINT DETAILS 10 ABUTMENT DETAILS (3 OF 3) 10 TYPICAL SECTION 2 68 CONSTRUCTION STAGING - KENNEDY LATERAL P1 LANE SHIFT 11 WING WALL DETAILS 11 TYPICAL SECTION 3 69 CONSTRUCTION STAGING - KENNEDY LATERAL P2 10 TEN MILE DETAIL 12 MSE WALL DETAILS (1 OF 4) 12 PLAN - STA. 14+80 - 18+00 70 CONSTRUCTION STAGING - KENNEDY LATERAL S&L 11 TEMPORARY TRAFFIC CONTROL (SHIFT) 13 MSE WALL DETAILS (2 OF 4) 13 PROFILE - STA. 14+80 - 18+00 STORMWATER POLLUTION PREVENTION PLAN 12 TEMPORARY TRAFFIC CONTROL (SHIFT) 14 MSE WALL DETAILS (3 OF 4) 14 PLAN - STA. 18+00 - 23+00 71 SWPPP PLAN - STA. 13+00 - 18+00 13 TEMPORARY TRAFFIC CONTROL (SHIFT) 15 MSE WALL DETAILS (4 OF 4) 15 PROFILE - STA. 18+00 - 23+00 72 SWPPP PLAN - STA. 18+00 - 23+00 14 TEMPORARY TRAFFIC CONTROL (SHIFT) 16 PIER DETAILS (1 OF 5) 16 PLAN - STA. 23+00 - 28+00 73 SWPPP PLAN - STA. 23+00 - 28+00 15 TEMPORARY TRAFFIC CONTROL (SHIFT) 17 PIER DETAILS (2 OF 5) 17 PROFILE - STA. 23+00 - 28+00 74 SWPPP PLAN - STA. 28+00 - 37+00 16 TEMPORARY TRAFFIC CONTROL (SHIFT) 18 PIER DETAILS (3 OF 5) 18 PLAN - STA. 28+00 - 33+00 75 SWPPP PLAN - STA. 37+00 - 46+00 17 TEMPORARY TRAFFIC CONTROL (SHIFT) 19 PIER DETAILS (4 OF 5) 19 PROFILE - STA. 28+00 - 33+00 76 SWPPP PLAN - STA. 46+00 - 56+00 DETOUR PLAN 20 PIER DETAILS (5 OF 5) 20 PLAN - STA. 33+00 - 37+00 77 SWPPP PLAN - STA. 56+00 - 65+00 Q N 18 TEMPORARY TRAFFIC CONTROL (DETOUR) 21 GIRDER FRAMING PLAN 21 PROFILE - STA. 33+00 - 37+00 SIGNING & PAVEMENT MARKING PLANS 19 TEMPORARY TRAFFIC CONTROL (DETOUR) 22 WF42G PRESTRESSED GIRDER 22 PLAN - STA. 37+00 - 42+00 78 SIGNING & PAVEMENT MARKING PLANS - STA. 8+00 - 16+00 0 20 TEMPORARY TRAFFIC CONTROL (DETOUR) 23 PRESTRESSED GIRDER GENERAL DETAILS 23 PROFILE - STA. 37+00 - 42+00 79 SIGNING & PAVEMENT MARKING PLANS - STA. 16+00 - 26+00 21 TEMPORARY TRAFFIC CONTROL (DETOUR) 24 PRESTRESSED WF GIRDER DETAILS 24 PLAN - STA. 42+00 - 46+00 80 SIGNING & PAVEMENT MARKING PLANS - STA. 26+00 - 35+00 22 TEMPORARY TRAFFIC CONTROL (DETOUR) 25 DECK TYPICAL SECTION AND DETAILS 25 PROFILE - STA. 42+00 - 46+00 81 SIGNING & PAVEMENT MARKING PLANS - STA. 35+00 - 45+00 0 Z 23 TEMPORARY TRAFFIC CONTROL (DETOUR) 26 DECK REINFORCING PLAN 26 PLAN - STA. 46+00 - 51+00 82 SIGNING & PAVEMENT MARKING PLANS - STA. 45+00 - 55+00 24 TEMPORARY TRAFFIC CONTROL (DETOUR) 27 FUTURE UTILITY DETAILS 27 PROFILE - STA. 46+00 - 51+00 83 SIGNING & PAVEMENT MARKING PLANS - STA. 55+00 - 65+00 25 TEMPORARY TRAFFIC CONTROL (DETOUR) 28 APPROACH SLAB DETAILS (1 OF 3) 28 PLAN - STA. 51+00 - 56+00 84 SIGNING & PAVEMENT MARKING PLANS - STA. 202+00 - 208+00 12 DETOUR OVERVIEW 29 APPROACH SLAB DETAILS (2 OF 3) 29 PROFILE - STA. 51+00 - 56+00 ILLUMINATION PLANS a 26 TEMPORARY TRAFFIC CONTROL (OVERVIEW) 30 APPROACH SLAB DETAILS (3 OF 3) 30 PLAN - STA. 56+00 - 60+00 85 ILLUMINATION & SIGNAL PLANS - STA. 14+80 - 18+00 N 27 TEMPORARY TRAFFIC CONTROL (OVERVIEW) 31 COMBINATION RAILING (1 OF 2) 31 PROFILE - STA. 56+00 - 60+00 86 ILLUMINATION & SIGNAL PLANS - STA. 18+00 - 28+00 28 TEMPORARY TRAFFIC CONTROL (OVERVIEW) 32 COMBINATION RAILING (2 OF 2) 32 PLAN - STA. 60+00 - 65+00 87 ILLUMINATION & SIGNAL PLANS - STA. 28+00 - 37+00 0 N 33 PEDESTRIAN RAILING/FENCE (1 OF 3) 33 PROFILE - STA. 60+00 - 65+00 88 ILLUMINATION & SIGNAL PLANS - STA. 37+00 - 46+00 N 34 PEDESTRIAN RAILING/FENCE (2 OF 3) 34 VERBENA DR PLAN & PROFILE 89 ILLUMINATION & SIGNAL PLANS - STA. 46+00 - 56+00 g 35 PEDESTRIAN RAILING/FENCE (3 OF 3) 35 DRIVEWAY - PUMP ACCESS PLAN & PROFILE 90 ILLUMINATION & SIGNAL PLANS - STA. 56+00 - 65+00 36 PEDESTRIAN RAILING LIGHT POLE SUPPORT 36 DRIVEWAY - PUMP ACCESS PLAN & PROFILE SIGNAL PLANS 0 37 BRIDGE NAME SIGNAGE 37 ACCESS ROAD - RESIDENTIAL PLAN & PROFILE 91 TRAFFIC SIGNAL PLAN (LINDER & FRANKLIN) w 38 DATE PANEL 38 PATHWAY TRANSITION DETAILS 92 TRAFFIC SIGNAL DETAILS (LINDER & FRANKLIN) w 39 METAL REINFORCEMENT (1 OF 2) 39 GRAVITY WALL & LANDSCAPE DETAILS 93 TRAFFIC SIGNAL DETAILS (LINDER & FRANKLIN) X Z 40 METAL REINFORCEMENT (2 OF 2) 40 CAMERA POLE DETAILS 94 TRAFFIC SIGNAL DETAILS (LINDER & FRANKLIN) UJ w RETAINING WALLS & CULVERTS 95 TRAFFIC SIGNAL DETAILS (LINDER & FRANKLIN) N 41 RETAINING WALL PLAN & ELEVATION- LINDER ROAD LEFT 96 PEDESTRIAN HYBRID BEACON (WALTMAN) m 42 RETAINING WALL PLAN & ELEVATION- LINDER ROAD RIGHT 97 PEDESTRIAN HYBRID BEACON (WALTMAN) g 43 RETAINING WALL DETAILS 98 PEDESTRIAN HYBRID BEACON (GREENHEAD) �i 44 COMBINATION PEDESTRIAN RAILING 99 PEDESTRIAN HYBRID BEACON (GREENHEAD) 0 Z 45 BICYCLE RAILING TYPE 2 100 SCHOOL ZONE FLASHER SIGNAL PLAN & DETAILS 0 46 BICYCLE RAILING TYPE 3 101 SCHOOL ZONE FLASHER SIGNAL PLAN & DETAILS i 47 BICYCLE RAILING & WALL DETAILS 0 �i 48 KENNEDY LATERAL CULVERT SITUATION LAYOUT 49 KENNEDY LATERAL CULVERT DESIGN AND GENERAL NOTES w 0 �i 50 KENNEDY LATERAL CULVERT DETAILS 51 KENNEDY LATERAL CULVERT WING WALL DETAILS Z Y 52 KENNEDY LATERAL CULVERT CONCRETE CLOSURE POUR DETAILS Z it 53 TENMILE CREEK CULVERT SITUATION AND LAYOUT 54 TENMILE CREEK GENERAL NOTES ■ 55 TENMILE CREEK CULVERT DETAILS KELLE 0 g 56 TENMILE CREEK CULVERT WINGWALL DETAILS w 0 9S\O NA F� O t' �,\S`T� C w a �c �z • D E T A I L T I T L E • J Revisions: OO GJ� �0 2 o • S I G N A T U R E S • N INDEX OF SHEETS R��ARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 .gip AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 2 of 101 27 1111— www.achdidaho.org Parcel ID Parcel Assessor Assessed Ownership Prescriptive ROW Right Of Way Required Easements (SF) Remaining Construction Record Owner Address Perm, No. ID Number Size (SF) (SF) (SF) Temp. Ownership Size (SF) Sheet Number S.U,,DpB..SW) 1 R0525200020 Idaho Auto Mall LLC 1800 W Seabrook St Meridian, I D 83642-0000 533784 2871 8284 (D) 5113 530913 15117 2 R7192800710 H K&M LLC 1195 S Li nde r Rd Me ri d i a n, I D 83642-0000 48918 2209 3979 (SW) 1082 46709 19 3 R7192800700 ACH D 1155 S Under Rd Me ri d i an, ID 83642-0000 41730 1886 11556 (SW) 39844 19 4 R7192800676 Peggy Towns Farn!IV Trust 1655 WVerbena Dr Meridian, ID 83642-0000 41643 3752 6357 (SW) 508 37891 19 5 R7192800240 ACH D 995 S Linder Rd Me ri d i a n, ID 83642-0000 40946 40863 84 21 6 R7192800010 Paola A Silva 865 S Linder Rd Meridian, I D 83642-0000 40946 40864 83 21, 23 7 R7594510010 DNKN Trust 08/10/2018 798 S Malachite Aire Mlleridian, ID 83542-0000 5532 5532 23 8 R7594510020 Le e Fa m i I y Trust 04/25/2007 784 S Ma I ach ite Aire Mlle ri di an, I D 83542-0000 5619 5619 25 9 R7594510030 Bradley K Simpson 770 S Malachite Aire Mlleridian, ID 83542-0000 5619 5619 2S 10 R7594510040 Roundtree Place HomeownersAssociatian 7555 Linder Rd Meridian, ID83642-0000 8059 175 8059 23, 25 11 R7594510050 Roundtree Place Homeowners Association W Gander St Mlleridian, ID 83642-0000 3877 2763 25 12 R7594510060 Muhi din Aden 1612 W Gander St Me ri dian, I D 83642-0000 6534 6534 25 13 R8618270160 Tapestry Subdiv[sion Homeowners Association Inc S Li nder Rd Mlleridian, I D 83642-0000 2178 1114 256 (S) 1064 25 14 R8618270170 Dwight CJensen 1629 W Bayeux Dr Meridian, ID 83642-0000 13547 56 364 (S) 13491 25 15 R8618270010 Tapestry Subdiv lion Homeowners Association Inc S Li nder Rd Meridian, I D 83642-0000 1786 609 301 (S) 105 1177 25, 27 16 R8618270020 Tapestry Subdiv lion Homeowners Association Inc W Bayeux Dr Meridian, ID 83642-CO00 5837 84 (S) 5837 25,27 17 R8956001797 Kenneth Grapatin & Julia Family Trust 01/14/2022 1650 WJoshua Ln Meridian, ID 83642-0000 52141 308 (S) 628 52141 27 18 R8956001690 Tobias Woitke 515 S Linder Rd Me ri d i a n, ID 83642-0000 77101 3661 944 (S) 430 73440 27 19 R8956001620 Liz Hansen 48S S Linder Rd Me ri d i a n, ID 83642-0000 65340 2297 1228 63043 27, 29 20 R8956001072 Carries Place LLC 465 S Linder Rd Meridian, ID 83642-0000 84506 2836 1319 (S) 696 81671 29 21 R9375790020 Whitestone Estates HOA Inc S Linder Rd Mlleridian, ID 83642-0000 10977 803 1060 U,S) 359 10174 29, 31 Cq 22 R9375790070 Michael J Hislop 428 S Malachite Aire Mlleridian, ID 83642-0000 14767 14767 29 N 23 R9375790060 Tam J Hislop 422 S Malachite Aire Mlleridian, ID 83642-0000 11151 11151 29 O 24 R9375790050 Randall V Berthoud 396 S Ma I ach ite Ave Mlleridian, ID83642-0000 14375 14375 29 N 25 R9375790040 Li a ne M Hi h ath 374 S Ma I ach ite Aire Mlle ri di an, I D 83542-0000 8886 5886 31 0 Z 26 R9375790030 Larry E Po me re n ke 342 S Ma I ach ite Aire Mlle ri di an, I D 83542-0000 8756 8756 31 Of 27 R9375790010 Kenneth J Olguin 310 S Malachite Aire Mlleridian, ID 83542-0000 8756 8756 31 Q co 28 R9375760230 Jennifer O'Neill 276 S Malachite Aire Mlleridian, ID 83642-0000 9235 9235 31 29 R9375760220 Whitestone HOA S Linder Rd Mlleridian, ID 83642-0000 1655 358 527 1297 31 30 R9375760010 Whitestone HOA S Linder Rd MlleridiaIn, ID 83642-0000 4443 838 895 3605 31, 33 00 31 R9375760020 Rabin LSmith 250 S Malachite Aire Mlleridian, ID 83542-0000 9322 9322 31 32 R9375760030 Virginia L Gould 238 S Malachite Aire Mlleridian, ID 83542-0000 14898 14898 33 W 33 R8956000351 USA (Bu re a u Of Re cl a mati o n) 245 S Linder Rd Meridian, I D 83642-0000 30492 750 957 29742 33 g 34 R8956000224 Open Door Rentals LLC S Li n de r Rd Mlle ri d i a n, I D 83642-0000 38638 806 1021 (B) 853 37832 33 35 R8956000222 Open Door Rentals LLC. S Linder Rd Mlleridian, ID 83642-0000 41513 628 636 (S) 439 40885 33 w 36 R8956000210 Open Door Rentals LLC. 115 S Linder Rd Meridian, ID 83642-0000 120661 1376 559 (S) 140 119285 33 37 R8956000020 Jac sons Food Stores Inc 1625 W Franklin Rd Meridian, ID 83642-0000 65993 3330 252 (S) 2833 62663 35 W 38 S1213223015 New Pacific Corporation 1535 W Franklin Rd Meridian, ID 83542-0000 49353 454 1426 48900 35 Z 39 R1609640150 Crestwood Estates HOA Inc N Linder Rd Meridian, ID 83642-0000 24219 526 983 (B) 1104 23693 33 N 40 R5135350160 Landing Owners Assoc Inc 2405 Linder Rd Meridian, ID83642-0000 47045 573 554 46372 33 Fn 41 R5135350010 Landing Owners Assoc Inc S Linder Rd MlleridiaIn, ID 83642-0000 13068 2206 622 10862 31, 33 Z 42 r5135350020 Stephen LGraig 1580WOverland Rd Meridian, ID83642-0000 593941 1947 678 591994 31 g o' 43 R5135350170 Jeremy S Colegrove 1571 W Greenhead Dr Me ridian, ID 83642-0000 12197 2162 508 (D) 174 10034 31 / w 44 R5135360010 Diane Whee I er 441 S Spoonbi II Ave Meridian, I D 83642-0000 11761 1512 645 (D) 10149 31 45 R5135360020 Claud[na Engle 455 S Spoonbi II Ave Meridian, I D 83642-0000 10019 1295 518 (D) 8724 31 46 R5135360030 June Harr 461 S 5poonbi II Aire Meridian, I D 83642-0000 10019 1330 532 (D) 8689 29, 31 U Z Example w U S=Slope u=uti I ity Right Of Way Requirements Z D=Drainage J Z B=Bridge Q SW=Sidewalk U KELLER • Z g w 0 55\o NA` F� of o�' �G\S T c w 4 � z_ D E T A I L T I T L E • J Revisions: 10 2 o • S I G N A T U R E S • N OWNERSHIP TABLE NO. 1 RFCOF AR�\P�Q- / Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ' �AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 3 of 101 .1' www.achdidaho.org Parcel ID Parcel Assessor Assessed Ownership Prescriptive ROW Right Of Way Required Easements (SF) Remaining Construction Record Owner Address Perm. No. ID No. Size (SF) (SF) (SF) Temp. Ownership Size (SF) Sheet Number (S,U,D,B,SW) 47 R5135360040 Mario Riccardi Jr. 479 S Spoonbill Ave Meridian, ID 83642-0000 10454 1365 546 (D) 9089 29 48 R5135360050 Molly Fernlund 501 S Spoonbill Ave Meridian, ID 83642-0000 10019 1330 532 (D) 8688 29 49 R5135360060 TylerJ Purchase 519 S Spoonbill Ave Meridian, ID 83642-0000 9583 1260 504 (D) 8323 29 50 R5135360070 Reginald A Kendra 547 S Spoonbill Ave Meridian, ID 83642-0000 9583 1295 518 (D) 8288 29 51 R5135360080 Capri Lee Ann Younger 563 S Spoonbill Ave Meridian, ID 83642-0000 10890 1717 542 (D) 85 9173 29 52 R5135360310 Riley Johnson 1577 W Pintail Dr Meridian, ID 83642-0000 11326 2084 352 9242 27129 53 R5135360330 Mushreq AbdulsattarAl Zubaidi 548S Linder Rd Meridian, ID 83642-0000 14375 1482 1133 12893 27 54 R5135460440 Diana Ke n i g 1522 Joshua St Meridian, ID 83642-0000 5097 5097 27 55 R5135460460 Landing HOA Inc W Joshua St Meridian, ID 83642-0000 14244 359 (U) 283 14244 27 56 R5135470020 Stetson Homes Inc S Linder Rd Meridian, ID 83642-0000 12110 1324 (S) 12110 25, 27 57 S1213233966 Stetson Homes Inc 660S Linder Rd Meridian, ID 83642-0000 90343 90343 25127 58 R5135410200 Joni L Bryce 726 S Linder Rd Meridian, ID 83642-0000 11718 230 1860 11488 25 59 R5135410210 Kristy Bobish Thompson 1546 W Gander Dr Meridian, ID 83642-0000 10106 315 518 9790 25 60 R5135410340 Sherri Hasting 1547 W Gander Dr Meridian, ID 83642-0000 9017 366 451 8651 23, 25 61 R5464350010 Blue Horizon HOA Inc S Linder Rd Meridian, ID 83642-0000 38028 73 99 (S,SW) 113 37955 21123 62 R5464350090 Terence R Johnson 823 S Spoonbill Ave Meridian, ID 83642-0000 7013 7013 23 63 R5464350080 Devin X Breining 855 S Spoonbill Ave Meridian, ID 83642-0000 6011 6011 23 64 R5464350070 AshleyJanellen Pentzer 867SSpoonbill Ave Meridian, ID83642-0000 6011 6011 23 65 R5464350060 Brittany Howard 881 S Spoonbill Ave Meridian, ID 83642-0000 6011 6011 21123 66 R5464350050 Caleb Cook 937 S Spoonbill Ave Meridian, ID 83642-0000 6142 6142 21 67 R5464350040 Thomas M Weber & Susan A Living Trust 955 S Spoonbill Ave Meridian, ID 83642-0000 7971 7971 21 Cq 68 R5464350030 Gina D Froman 1565 W Rainbow Trout St Meridian, ID 83642-0000 8407 8407 21 N 69 R5464350390 Blue Horizon HOA Inc S Linder Rd Meridian, ID 83642-0000 66821 2898 (SW,S) 66821 19, 21 O 70 R5464350400 Cheryl J Crowley 1005 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19 N 71 R5464350410 Fernando Jacuinde 1019 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19 z 72 R5464350420 Derek Giles 1033 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19 73 R5464350430 Gerosin Family Trust 05/03/2021 1047 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19, 21 co 74 R5464350440 Lynn C Olson Revocable Trust 1061 S Spoonbill Ave Meridian, ID 83642-0000 5140 5140 19 75 R5464350450 Christina Najmabadi 1075 S Spoonbill Ave Meridian, ID 83642-0000 5227 5227 19 76 R5464350460 Kimball G&L Family Estate Trust 1089 S Spoonbill Ave Meridian, ID 83642-0000 5227 5227 19 00 77 R5464350470 Camy LLC 1103 S Spoonbill Ave Meridian, ID 83642-0000 5140 5140 19 w 78 R5464350480 Benny R Poole 1117 S Spoonbill Ave Meridian, ID 83642-0000 5009 5009 19 N 79 R5464350490 Andrew C Linn 1131 S Spoonbill Ave Meridian, ID 83642-0000 6403 6403 19 g 80 R5464350500 Mark A Riggs 1589 W Silver Salmon Dr, ID 83642-0000 7362 7362 19 81 S1213336185 Debgar LLC 1580 W Greenhead Dr Meridian, ID 83642-0000 12632 2028 (S) 12632 13, 15, 17, 37 CD 82 S 1224223501 Aspen G rove Holdings LLC 1575 W Overland Rd Meridian, I D 83642-0000 94569 1342 1770 (S) 93227 11, 13, 37 co 83 S1224223551 S3 Investments LP 1750S Linder Rd Meridian, ID 83642-0000 188615 188615 11 84 R2737350120 Fall Creek HOA INC S Spoonbill Ave Meridian, ID 83642-0000 45128 45128 11 Z 85 R2737350220 Miguel M Lopez 1554 W Elias Dr Meridian, ID 83642-0000 22477 22477 11 N 86 S 1223110500 Louie D Shearer 1807 S Linder Rd Meridian, ID 83642-0000 43560 43560 11 87 R8048710052 Idaho Pacific Lumber Company Inc 1770 S Spanish Sun Way Meridian, ID 83642-0000 52795 52795 11 Z 88 R8048710046 So uth ri dge Farm LLC S Linder Rd Meridian, ID 83642-0000 35981 35981 11 g n 89 R8048710025 Southridge Farm LLC 1716S Spanish Sun Way Meridian, ID 83642-0000 75185 1171 357 74014 11, 13, 37 90 R0525200040 Idaho Auto Mall LLC 1566 S Spanish Sun Way Meridian, ID 83642-0000 51183 3762 1428 (S) 1556 47421 13, 15, 37 w 0I Example Right Of Way Requirements 0 S=Slope U z U =utility `U w D=Drainage 0 U' B=Bridge SW=Sidewalk z J Y Z Q L� O KELLER Z g w 0 C3 O t' �G\S`T� C w a �c D E T A I L T I T L E • J Revisions: 0 GJ� �0 2 o • S I G N A T U R E S • p N OWNERSHIP TABLE NO. 2 R��ARNV.- i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (/ .��AC1�1D Ada county Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 4 of 101 .�' www.achdidaho.org ^, —71 \ \ Parcel \ Parcel \ 1690 \ o� Parcel 1690 1770 87 Idaho Auto Mall LLC Id ho Auto Mall LLC Idaho Pacific Lumber Company Inc I S1 21 44491 07 S1 21 4449 1 07 R8048710052 00 \ 00 Parcel 88 Parcel 89 z J D O 1716 a �a a Southridge Farm LLC Southridge Farm LLC I f R8048710045 R8048710025 I a N o N � C4 � x x - x- x x — P/L, AJ 77 00 P/L P/ P L 00 O + 0_ 00 5 Q 26 6+00 7+00 8+,00 N00°41 '26"E 9+00 10+00 1 1 +00 N00°32'54"E 12+00 13+00 14+00 w 15+00 N00°32'54"E 1 6+00 17+00 — 18 19+00 coo J � � J E 84 U Fall Creek HOA Inc R2 3 PL — / — — — — — — — - - — — — 1/d — 1/d O 1/d — — EP EP EP EP EP — 1/d EP _ X� 1/d 00 x EP EP o EP EP E 0 r 00 Parcel x 1575 82 Aspen Grove Holdings LLC N Parcel Parcel S1224223501 \ j� I 1580 015801 81 1750 83 \ \ Stephen L Craig Stephen L Craig 3 Investments L \ \ I R5135350020 R5135350020 S1224223551 00 � z a 0 N \ I o " I \ I �X X I I \ x � \ X P Pweible e.1." \ X x I ine°e Hem rr7 I \ fTl \ 0 \ X— X x Po`slble�}��sting D�^9e FF le \ � p � X 1 x W I �\�U �/ �/ \ I x I x Twit° I \ I x 11 T°nko X X x \ I \ I x I i I x x x Parcel 00 \ x Parcel 4 r r x x Ln 1690 — o Idaho Auto Mall LLC x 1655 X— X— X— x Y x � X mod— X Y Y l� l �( X X X :V CA �`I Lar owns x x �=x x x x S 1 21 44491 07 m X R719 800676 mo m Peeaib.c ieD. x 't � Parcel \ Parcel \ N Py P°Wble Fxlktln9 Ominage FlaMI o Powible EiNin9 1 195 1 155 \ x —Parcel\ — N D.amo°e Flele H &M LLC AdaCounty x ,o Parcel 5 00 x x R71 00710 Highway Di tric I I °� 995 SePD° 865 C x x R7192800 00 x x x x I OI _ ank Ashley Spiegelma X x 1 o — �P Ada County � R7192800010 o ighway is ric � I \ \ \HR7192800240t x w / x \ N EGP — gyp x m \ fTl x N < x V V V V V V V V V V V V V V V V V V V V V V V VLn 00 x x P Lx x _ P/L - - ` L - - P L - - x xP L x —x — P L - - P + � I II II x x R® 20+00 21 22 00 0d3 + d3 3+ d3 d3 27+00 d3 28+00 E29+00 EP 30+0T EP 1 O EP 3 EP EP EP EP EP m ��40 32 54 E _ 111XF-- 00°32 5 _ N00°32 � L _ �, 0°32' m ri N a- I xl EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP J II I x b J W 0 �A z � n n —A—A— n n n n n n n n n n n n n n n n n n n n n n n o — — — — — — — — — ° N 0 03 03 03 03 03 / _ 1 d a0 69 0 m _ —1, d 03 Z < x — —,/d _ _ -J/d I RHorizon��l Inc Pao ``3390 I 61 gI — _ x x x HOAx Y mil o_ 1/d J — �/d x Blue Horizon 010 Inc x� x I — _ _ ��/d \P rcel 74 R5464350010 0 1/d — Parcel lb 1061 O �§ x x � EP m L R Y e Trusty r `\ arcel 67 64 x 76 Lynn C Olson \771 7� in v Y \\ \\\\\ 955 O Parcel Parcel O m &L Fa i \\\\\\�� w I r R546350440 \ 66 s le Jan Ilen Parcel 63 o \\ state Trust Parcel 71 x Thomas M Web r 937 Parcel 65 y 855 �'' Parcel Parcel 546435046 Parcel 1019 Susan A Living ru Caleb Cook 881 Pentzer Devin X Breinin Parcel x &15�9 Parcel Parcel 73 \ -� R54643500 Y R5464350080 0 69 80 1117 78 1103 77 \ Parcel 1047 e Hndo Jacui \ R5464350040 R5464350050 Britton Howar 81 I1131 0 1075 75 \ 0 R546435041 0 1580 Blue Horizon HOA Inc Cam LLC erosin FamilyI R5464350060 caul Stephen L Craig ark A Riggs B tt J Slevin ny R Pool y hristina Nam i Parcel 72 Parcel ` R5135350020 I R5464350390 R5464350500 R 64350490 5 64350480 \6435047 I I R5464 1 0 \\ 03/20 1033 70 \ R5464 50430 ek Gile 05 I \ 62 wx \ x R54 43504 0 heryl l \ 23 o m I I R5464 5040 1565 68 Tere ce R Joh so j x 1 , d R546 350030n — ° R 4 1 d � d In x� — \ Y I 4�,� — z a 0 KELLER o- 0 z g w 0 -)5\0NA` F� o �G\S T c w 4 � z_ D E T A I L T I T L E • J Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N OWNERSHIP MAP NO. 1 \AR\�P�Q' i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 5 of 101 . =— -1/d a I II 1I" x I x 00 ` \ I x ' P� Ix P/L — P rcel g F] v \ I I 23 70 I el r s r '- x 42 \\\ IFfXD u K759451003 xx Parcel 19 Parcel 20 I TomxC arcel 17 I 485 x465 xrcel 22 R9375190060Parcel a � 1650 arcelParcel r� \\\ pite National Power A LLC � Carries ace LC Lee Family r t� o o rcel 13 16 K nneth Grapatin & Julia x �\ 515 00 6 42 \ �' ° — a estrSubdivision F mil Trust 01 14 2022 \ o Tobias Wox R8 Michael 04/25/20 \ rn to P y 15 y1-956001797/ �\ I R8956001 x R9375790070 x DNKN Trust R7 2 a)Q xTa estr Subdivision Association Inc x ssociation Inc R8618270020 Parcel o 1 I I R7594510010 �\ E c� Parcel 12 R8618270160 Parcel 14 \ a_ 3 r 1612 1629 Tap t Sub vision a I \ �o a0 \ Aden Muhidin x \ Dwight e s n ^� x R7594510060 Ass ciation Inc / E R86182701 RB618270 10 O = x _ _ \ Parce I � L Lx x x 775 Parcel 21 `' I �,oundtr 10 x a O - - — — - - RW— - - — - - �0 O qffhLO + R7594510040 — — d n + + Ln _ r7 O r7 X — X x x ¢ o ¢ ® P L x — X x ® o X EP EP EP EP EP CIO 0 EP 36+0 " 7+00 38+00 39+0 " FO+00 EP 41 +00 y 42+00 EP E43+00 a 44+O�P „EP 45+00 EP 46E+00 EP 47+00 EP 'EP a EP 49+(�� EP 50+00 EP4-1 N 0°33 17 r, �100°33 17 E N00°33 17 E N00°33 1�' �z _ Cn a� — _ v a� J EP EP J U U d R W. — -� P/L — — P/L — — P/L r� se /L — — I R �� —V— fiT W�i— }i— V—�i- R W Stetson Homes Inc $ x x x x x x 71 x R5135470020 C x— —x � �� — L x 1 a \ x ^� Parcel O " Parcel 60 Parcel 59 Parcel x 1522 54 ❑ Parcel 52 1547 r 1546 726 58 herri Hastin Diana Kenig Parcel 53 1577 Parcel 51 x \ R5135410340 Kristy Bobish T ompson Joni L Bryce ` R5135460440 548 Riley o nson \ \ X 563 R5135410 10 R5135410200 h XA attar Al Zubai i R513536031 \ \ Capri Lee Ann Young r Parcel 50 h o o R 135360330 5360080 54 ❑ Parcel 49 J J ` \ c P L — 519 Parcel 48 �\ PO 61 A Parcel �- O / — x Blue Horizon HOA Inc — �/d 660 57 Q ' R51353 10070 a Tyler J Purchase 501 0 0� I \ R5orizon 010 — Stetson Homes-Inc Z O I R5135360060 Molly Fe Parcel 47 0050 I Ht/ � S1213233966 co'h�` 479 X X ` ^� Connor Martin Rush — Q on � + 513536 0 I x o a R o \ O \ o o I \ r \ o � P L x x NO. 10 N x1 I o \ - - 1 arc I 34 a \ I I 1 X x 1 Open Do r ntals Of Z o LC 0 R89560 02 4 Q \ X Parcel 36 Parcel 37 \` \ arcel 28 Parcel 32 Parc I 115Lq x 1625 0 25 Parcel 26 Parcel 27 W 276 238 X ar 33 Parcel 35� Open Door Rentals LLC I s n Food Stor s Inc Parcel Virginia L G Id O R8956000210 R 956000020 24 Parcel x 374 342 \ 310 Jennifer O'Neill R93757600 USA (Bute u Of 0 I a 0 396 Liane M Hihath Larry E Pomeren a Kenneth J 0 guin R9375790230 Parcel 31 � 0 e Door Rentals x a N Randall V BertrdR9375790040 R9375790030 R9375790 10 250 1 Reclamat on LLC w R937579005 x Robin L Smith x R9375790 30 \ R8956000222 00 R9375760020 x F x ❑ J I x Parcel — — A' � I Q -x x x x Parcel29 �L=� Wh�esto�ne OA 30 cn m I R9375760 g O — — — — — — hitestone HO - -A- — — — — — — 00 0 � ❑ c0 ❑ O PA A — N O co cfl + CD 0 ® a o ® xiLi in Li O EP EP EP CEP EP EP EP EP °4D EP EP EP EP EP ° 66+ +00 52+00 53+00 54+00 55+00 56+00 57+00 �a�nn �� 6 +00 64 " 65+0 — Q cn N00°33 17 E f 3 1 L- /' — 33 20 E — N _ c = J J Z � o U O _ _ N R W H �d — R W�—�/ — �d R �— �l o m I x x x x x x x x x x X �\\� Z x x x x x '� Parcel 41 0 g ❑ — - Parcel >� a n 1571 43 Parcel 42 Landing Owners o o j my SOColegr ve Deb a80L C x R5130350010 c / x Z Parc R5135350 g o 0 CD arcel 45 44 S1213336 85 - � Parcel 46 461 Diane Whe ler Qo ❑ �I Harr Claudina Engle R5135360010 xl / y,C�� Parce 38 r-) a R5135360020 ^� IFF Propert s LLC R5135 60030 ® O a w \ \\\ aco' Parcel 39 S121322 015 0O I ' \ x ON o w - — + \ restw R 608640150 OA Inc LO OI rn + + IC I Q L.L 0 of ■ Z ry w O 55\0 NA` F� o�' �G\S T � c w a 3 z_ D E T A I L T I T L E • J Revisions: O� GJ� 10 2 I dill o • S I G N A T U R E S • N OF\01- OWNERSHIP MAP NO. 2 RFCAR�\P1- i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �1'�AcHD Ada County Highway DistricDistrict3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 6 of 101 . I Control Point Table Control Point Table Point # Northing Easting Elevation Description Point # Northing Easting Elevation Description I r r 139 702468.12 2449238.06 2608.90 BARFHF NO CAP 179 705121.09 2449362.56 2597.62 BARFFV 14221 � 140 702620.10 2449222.75 2605.57 ALUMINUM CAP 180 705240.14 2449363.79 2594.09 BARFFV 14221 (o O 141 702907.47 2449293.43 2602.23 BARFFV NO CAP 183 704788.84 2449359.43 2595.86 BARFFV 11754 145 702209.02 2449334.74 2603.93 BARFHF 4116 191 705137.80 2449387.78 2596.09 BARFHF 14221 146 702906.51 2449393.48 2601.61 BARFHF ILLEG 195 706127.16 2449324.56 2591.62 BARFFV NC I � I \ 147 702907.16 2449318.32 2602.34 BARFFV ILLEG 196 706126.96 2449354.51 2592.36 BARFHF 2824 f z O 150 701793.90 2449282.69 2609.54 BRASS CAP 5291 197 705324.74 2449346.75 2592.59 BARFHF NO CAP 154 703121.61 2449295.53 2599.73 BARFFV 8961 200 705658.77 2449349.88 2592.62 BARFHF 2824 _ 155 703120.34 2449395.61 2600.60 BARFFV 4431 201 705730.85 2449350.77 2592.52 BARFHF 2824 - 139 156 703826.60 2449350.16 2597.65 BARFFV NC 202 705884.84 2449352.21 2590.98 BARFHF 2824 P L Ln 159 704444.62 2449356.01 2595.44 BARFFV 4431 204 706035.08 2449353.65 2592.57 BARFHF 2824 + o + 160 704575.05 2449309.50 2595.02 BARFFV ILLEG 205 707103.34 2449333.85 2599.58 BARFFV ILLEG 163 704789.03 2449311.56 2595.93 BARFFV NC 207 706390.68 2449357.35 2590.20 BARFHF BENT ILLEG 150 Linder Road 164 703244.78 2449271.92 2598.99 BARFFV 1029 209 706669.52 2449437.02 2593.03 BARFFV NC BENT 8+�00 N00°41 '26"E 9+00 10+00 1 1 +00 N00°32'54"E 12+00 13+00 14+00 W 15+00 N00°32'54"E 1 6+00 17+00 - - 165 704445.49 2449283.16 2594.24 BARFFV 11334 210 706642.60 2449424.16 2592.94 BARFFV NC _ _ c 166 704446.00 2449240.04 2594.14 BARFHF 11334 215 707058.28 2449274.97 2599.27 BARFFV 5082 N 167 704465.78 2449260.40 2594.27 BARFHF 11334 216 707061.76 2449403.93 2598.63 BARFFV NC 170 704785.33 2449286.34 2594.91 BARFFV 11334 219 705611.38 2449294.37 2591.68 BARFFV 887 171 704785.71 2449263.37 2595.13 BARFFV 11334 220 705611.47 2449274.38 2591.29 BARFFV 887 - - - - // 1/d _ _ - 145 Vd 172 704921.89 2449254.76 2595.42 BARFHF 7045 221 706146.09 2449299.54 2590.66 BARFFV ILLEG I m Q 1/d 173 704901.51 2449274.45 2595.34 BARFHF 7045 222 706145.78 2449279.76 2592.07 BARFHF 887 I EP F P EP EP ` E EP 174 704971.92 2449255.24 2595.70 BARFHF 7045 223 706521.15 2449303.08 2590.79 BARFFV NC I v x n° EP E �6 175 704991.68 2449275.55 2596.01 BARFHF NC 224 706807.01 2449295.01 2595.62 BARFHF 7881 r o I EP 00 176 704971.84 2449249.98 2595.29 BARFHF ILLEG 400 705960.82 2449352.89 2590.92 BARFHF 2824 CHANGE PT 177 704946.57 2449287.96 2596.09 BARFFV ILLEG N 178 1 705049.53 2449275.98 2597.05 BARFHF 7045 :] o Co < z I o I F N I I I Imo!x x o I m ❑ x I M m ° x X X L W x ZI x _ v zeini.�,3 a°c o i�°w r a ° I x I I F x T� x I xx I r r x x N X \ x X X X x x v N m x m X x -mac X �/�//�1 m v°«ia.ci.un O00 .` e Ix A x a w x- x x� x� x ° I X X x x - o x� x� x x x < �, N / - � c~n - EGP - gy p I (n a m m m J ` �� 164 -0 o - - - - �P �P- v v v v v v v v v v v v v v v v v v v v v v v v _ o _ _ _ o o - x X P Lx x - P/L - - ` L - - P L x L x II I I II x x x R® ro 154 d3 d3 d3 EP EP EP F� EP EP P EP 18 19+00 20+00 21 � 10 32'54"E 22 00 0 d3 + d3 3+ N00°32'5 27+00 28+00 29+00 30- N00°3A1 @0 3g++ 0 C5 z U) - - Linder Road `n o 147 > = I 141 xl EP tr EP m0 EP EP EP LF' EP EP EP EP EP EP EP J II II x b J j - - - - - - - - - - 156 AM n n n n n n n n n n n n n n n n n n n n n n n n n n n 41 N - - 0 0 m I 03 03 03 03 - �� d `J3 z x _ -1/d x x �i - - --1/d 146 T 155 _ � L z1/d 1/d J _ - 1/d - x EP EP E EP �- x2 > ,\� W � � � ❑ x �0 m r i I r x p M x f U N Wol x x o v x I I 1 d LZ� - Q 0 KELLE0 ■ oA S S • z g W 0 SS\O NA L FN O<, C,\S T C �z • D E T A I L T I T L E • Revisions: O0OF GJ� oP2o o • S I G N A T U R E S • N CONTROL MAP NO. 1 RECARNP� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 -.AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 7 of 101 `-V ffi- www.achdidaho.org 77 ... . . . . . . . . . . . . x I xI < °Q I x x 00 x P L X I I ❑ r I I r I x � � \ x x x x x I x r x r I o Ix x x x x I � x I x _ O , ° x x x � � 7 xNE p I \D LIW-- 0 166 x x176 x > 167x 174x wIN M x px — — — — — — — — — o + — 165 — — V d _ + to MISM - - - - — u - - - - - - - - o0 x P L ® P �� x x x x ¢ EP EP EP 170 177 175 + P L x x x P o x P L ® 219 EP EP EP EP „ 160 „ P EP EP EP P „EP ® EP P EP EP ,EP - Nino.32 0 36+0 N 0°33 17 37+00 38+00 39+0(p 00°33 17 E �40+00 41 +00 42+00 43+001-7 44+0� N00°33 17 E 45+00 46�+00 47+00 N00°33 1�' co g 163 Linder Road J EP EP EP EP EP 197 U U + NIGAWLY m + ¢ x 180 L '1 d R W. — L P/L — — P/L - P/L — — /L — v V V VV- 159 183 179 g x x x x x x L x x — - a.+ �x x x dC- x— —x � �� _ , kL �_ x x x x x x� � x 191 � r x x / x / P/L p — x -1/d ' x— I I x x R d — d (DP� o0 rx - - P/d o P L x x x N rr I } I I �� x x N0. 10 O ❑ ❑ / o=� 1-1 x I 1 J X Z 1 x COf L 1 ❑x X CL x p x N X \ \ I � x 0 1 X \ \ Ix d x I❑ x X \ 00 / I ❑ X \ —LU x F o I x x ❑ 215 Ld L xLx x x x x x 222 L P/L x 00 4L N Og p - - - - - - - - - - -A- - - - - - - + Co d O o EP EP o EP EP EP 2Z1 CEP o EP EP EP EP °4D EP P x EP — EP EP 224 4 50+0 +0 52+00 53+00 54+00 55+00 56+00 57+00 223 " �a�nn �� 6 +00 64� o cn N00°33 17 E ��T.�� ' 3— ' 201 202 400 204 195 Linder Road 203 W 205 w � o _ D _ N R W�'— {f— o v t+- R W — 'd— V R W v mod- — V W R W �� — ---17L V R V— --v= 196 12071 0 m I � x x yv a Z x xx x x❑x x x x x x x x x x x x x x x X ❑ o as ❑ ❑ El \a m 216 /Z rx x o 209 210 m r •— w o ❑ x ❑ / \a LLd U ' I I O Z — � Co ❑ I ❑ / / I + + / IU) i IIN Q L O KELLER g w 0 -)5\0 NA` F� o �G\S T c w 4 � z_ D E T A I L T I T L E • J Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N CONTROL MAP NO. 2 R❑ARNP�Q' i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 8 of 101 . q Varies (73.00' Typ.) Section Line Varies (48.00' Typ.) R/W R/W 22.00' 51 .00' 31 .00' (Phase 1 Construction) 2.00' Min. 2.00' Utility 5.00' (Min.) 10.00' 5.00' 2.00' Varies (11 ' Typ) 11 .00' 11 .00' Varies (12.00' Max.) Varies (11 .00' Max.) 11 .00' Varies (11 ' Typ) 2.00' 5.00' 10.00' Multi-Use Pathway Buffer Curb Right Turn Lane Travel Lane Travel Lane Left Turn Lane Left Turn Lane Travel Lane Travel Lane Curb Buffer Multi-Use Pathway Pedestrian Railing 6.00' 5.00' 1 .00' Median Curb, Item SSP 07009 1 .75% - 2% 2% - 1 .75% 3 o Embankment Conduit (Phase I)00 Incidental Slope 3:1 Max. 5" Thickness Of Plantmix Pavement 4" Of 3/4" Ornamental Rock Item SP Superpave SP-3, Item 814.4.1 .A.1 I 25007 Over Treated Uncompacted Soil Reinforced Wall 5" Thick Concrete Pathway Item No. 706.4.1 .E.1 6" Of Crushed Aggregate For Base a_ Type 1 (Plan Quantity) Item 802.4.1 .A.1 4" Of Crushed Aggregate For Base Type 1 Typical Roadway Section 4 N Sta. 14+80.71 To Sta. 17+00.00 0 N L N Section Line � 30.00' 30.00' 0 1 .00' 1 .00, 1 .00, z Bicycle Railing Type 3, 11 .83' 2.00' 11 .00' 11 .00' Varies (11 ' Max) 11 .00' 11 .00' 2.00' 11 .83' 0- See Sheet 46 Multi-Use Pathway Curb Travel Lane Travel Lane Taper Turn Lane Travel Lane Travel Lane Curb Multi-Use Pathway :2 Or Concrete Median Bicycle Railing Type 2, a See Sheet 45 N N 1 .00' 4 �- 1 .75% o 1 .75% f 2% 2% i N 2 1 � LJS&0&�- -go, Slope South 00 0 of Overpass w Combination Pedestrian Railing Q (Typ Both Sides) See Plans fo MSE Wall North of Overpass Cn 6" Vertical Curb & Gutter Item I 5" Thickness Of Plantmix Pavement Location And Details Sheet 44 Cn No. 706.4.1 .A.5 (Typ Both Sides) Superpave SP-3, Item 814.4.1 .A.1 Conduit, Per Illumination Plans, g 24" To 30" Cover (Typ Both Sides) 6" Of Crushed Aggregate For Base Type 1 (Plan Quantity) Item 802.4.1 .A.1 Type II Subgrade Separation Geotextile Sta. 17+20 to Bridge, Bridge Sta. 30+00 5" Thick Concrete Pathway Item 18" Of 6" Minus Uncrushed No. 706.4.1 .E.1 (Typ Both Sides) Aggregate Base, Item 801 .4.1 .B.1 .6 0 4" Of Crushed Aggregate For Base Type 1 (Plan N Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Typical Roadway Section 5 z Sta. 17+00.00 To 20+61 .00 0 w Sta. 23+39.00 To 29+45.85 J U Section Line 12.17' 27.00' 27.00' 12.17' 1 .00' 1 .00' 0 11 .50' 2.00' 3.00' 11 .00' 11 .00' 11 .00' 11 .00' 3.00' 2.00' 11 .50' °n Multi-Use Pathway Curb Shoulder Travel Lane Travel Lane Travel Lane Travel Lane Shoulder Curb Multi-Use Pathway cn Bicycle Railing Type 3, Bicycle Railing Type 2, z See Sheet 46 Combination Pedestrian See Sheet 45 g Wall (Typ Both Sides) o Cross Slope Varies See Plans for Location z Re: Al/38 And Sheet 44 0 - 2% 2% i cn w 2 0 I o Slope South l LJ MSE Wall North of Overpass �I of Overpass o 0 0 o Re sAl/38 e Varies z 6" Vert. Curb & Gutter Item No. 5" 7 Thickness Of Plantmix Pavement 0 706.4.1 .A.5 (Typ Both Sides) Superpave SP-3, Item 814.4.1 .A.1 I Thick Concrete Pathway Item Back of Curb Height Varies � 5" „ Conduit, Per Illumination Plans, o No. 706.4.1 .E.1 (Typ Both Sides) 6 Of Crushed Aggregate For Base „ To 30„ Cover (Typ Both Sides) o' Type 1 (Plan Quantity) Item 802.4.1 .A.1 J 4" Of Crushed Aggregate For Base Type 1 (Plan T 24ype II Subgrade Separation Geotextile Y Quantity) Item 802.4.1 .A.1 (Typ Both Sides) 18" Of 6" Minus Uncrushed Sta. 17+20 to Bridge, Bridge Sta. 30+00 z Aggregate Base, Item 801 .4.1 .B.1 .6 0 Typical Roadway Section 6 Sta. 20+61 .00 To 20+81 .00 (Begin Bridge) KELLE ■ Sta. 23+ 19.00 (End Bridge) To 23+39.00 w 0 55 \0 NA` F/V C Z< G\S T z a • D E T A I L T I T L EIt M 7 o Revisions: • S I G N A T U R E S ''X _ TYPICAL SECTIONS ° �OF\9NP��- Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 ( �'• CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 9 of 101 .1' 1 www.achdidaho.org q R/W Varies (46.50' Typ) Section Line Varies (47.50' Typ) R/W Varies 2.00' 29.50' 29.50' Utility 10.00' 5.00' 2.00' 1 1 .00' 1 1 .00' Varies (1 1 ' Typ) 1 1 .00' 1 1 .00' 2.00' 5.00' Multi-Use Pathway Buffer Curb Travel Lane Travel Lane Turn Lane Travel Lane Travel Lane Curb Buffer 1 .00' Existing Grade Embankment Incidental Slope 3:1 Max. 1 .75% 2% 2% -1 .75% Gravity Wall, locate �- i as shown on plans, 4 See Details B1 & B3 Sheet 39 5" Thick Concrete Pathway Item No. 706.4.1 .E.1 (Typ Both Sides) 00 00 I 4" Of Crushed Aggregate For Base Type 1 (Plan 5" Thickness Of Plantmix Pavement Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Superpave SP-3, Item 814.4.1 .A.1 4" Of 3/4" Ornamental Rock, Item 6" Of Crushed Aggregate For Base SP 25007 Over Treated Type 1 (Plan Quantity) Item 802.4.1 .A.1 Subgrade Separation Geotextile, Uncompacted Soil (Typ Both Sides) 18" Of 6" Minus Uncrushed Type ll, Item 2050.4.1 .C.1 Conduit, Per Illumination Plans, 24" Aggregate Base, Item 801 .4.1 .B.1 .6 \\- 6" . Curb & Gutter Item No. 706.4.14.1 . To 30" Cover (Typ Both Sides) A.5 (Typ Both Sides) Typical Roadway Section 7 Sta. 29+45.85 To Sta. 56+56.85 N (Except As Shown in Section 8) 0 1�1 q R/W N R/W Varies (47.50' Typ) Section Line Varies (46.50' Typ) 0 Varies 3.00' Typ 29.50' 29.50' Varies 2.00' Typ z Utility 1 .00' 1 .00' Utility 0 10.00' 5.00 2.00' 11 .00' 11 .00' Varies (9.00' Typ) 11 .00' 11 .00' 2.00' 5.00' 10.00' o IN- Multi-Use Pathway Buffer Curb Travel Lane Travel Lane Concrete Median Travel Lane Travel Lane Curb Buffer Multi-Use Pathway N 1 .00' Embankment Incidental 0 Existing Grade I I Slope 3:1 Max. 1 .75% �_ 2% f-2% 2% 2% - 1 .75% N Gravity Wall, locate as 4--- shown on plans, See Details 131 & B3 Sheet 3926 � 00 w o Q Cn N Mountable Vertical Curb Item g 6" Verti. Curb & Gutter Item No. 706.4.1 .A.7 (Typ Both Sides) \_ 5" Thickness of Plantmix Pavement 706.4.1 .A.5 (Typ Both Sides) See Detail Superpave SP-3, Item 814.4.1 .A.1 4" Of 3/4" Ornamental Rock, Item 0 4" of Crushed Aggregate For Base Type 1 (Plan Conduit, Per Illumination Plans, 24" SP 25007 Over Treated � Quantity) Item 802.4.1 .A.1 T Both Sides To 30 Cover (Typ Both Sides) Uncompacted Soil, See Landscape 6" of Crushed Aggregate For Base o Y) (Typ ) Subgrade Separation Geotextile, Type 1 Plan Quantity) Item 802.4.1 .A.1 Plans For Planting Areas Type II, Item 2050.4.1 .C.1 Yp ( 5" Thick Concrete Pathway Item 4" Of 3/4" Ornamental Rock, Item SP 0 No. 706.4.1 .E.1 (Typ Both Sides) 25007 Over Treated Uncompacted Soil " P 18 of 6 Minus Uncrushed V) (Typ Both Sides) Typical Roadway Section 8 Aggregate Base, Item 801 .4.1 .B.1 .6 0 Sta. 27+ 19.52 To Sta. 28+59.02 LiSta. 31 +76.98 To Sta. 34+70.00 Cn Sta. 36+65.48 To Sta. 36+74.98 Q Sta. 36+86.98 To Sta. 36+96.48 Sta. 48+00.00 To Sta. 52+00.00 N i m R/W Varies (48.82' Min) Section Line Varies (47.00' Min) R/W Cn z g wl Varies 2.00' Typ 31 .00' 30.00' Varies 2.00' Typ z Utility Utility v�-i 10.00' 5.00' 2.00' 11 .00' 11 .00' 2.00' Varies (11 ' Typ) 11 .00' 11 .00' 2.00' 5.00' 10.00' w I Multi-Use Pathway Buffer Curb Travel Lane Travel Lane Turn Lane Travel Lane Travel Lane Curb Buffer Multi-Use Pathway 6.00' 1 .00' Embankment Incidental Q Slope 3:1 Max. U Median Curb, Item I i SPP 07009 z o Gravity Wall, locate a 2% 2%s 1 .75% -i (Location on Plan) - 1 .75% shown on plans, See �• . f- -i C. j Details B1 & B3 Sheet 39 73:- o' 0 0 O O z Y Existing Grade 4" Of 3/4" Ornamental Rock, Item � 5" Thickness Of Plantmix Pavement SP 25007 Over Treated w Superpave SP-3, Item 814.4.1 .A.1 Uncompacted Soil (Typ Both Sides) Conduit, Per Illumination Plans, 24 6" Of Crushed Aggregate For Base » 5" Thick Concrete Pathway Item Type 1 (Plan Quantity) Item 802.4.1 .A.1 Subgrade Separation Geotextile, To 30" Cover (Typ Both Sides) o No. 706.4.1 .E.1 (Typ Both Sides) 18" Of 6" Minus Uncrushed Type II, Item 2050.4.1 .C.1 z Aggregate Base, Item 801 .4.1 .B.1 .6 6 Verti. Curb & Gutter Item No. KELLER 4" Of Crushed Aggregate For Base Type 1 (Plan 706.4.1 .A.5 (Typ Both Sides) A S S • o Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Typical Roadway Section 9 Sta. 56+56.85 To Sta. 60+64.70 S\0NAL g F/y Z< G\S T C z a • D E T A I L T I T L EIt 0 • 7 0 Revisions: • S I G N A T U R E S • � �'� p'� _ CN TYPICAL SECTIONS ° °F�NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 10 of 101 .1' 1 www.achdidaho.org q R/W Varies (47.00' Min) Section Line Varies (46.00' Typ) R/W 2.00' Typ Varies (38.00' Typ) 37.00' MW 2.00' Typ Utility Varies Utility Varies (7.00' Typ) 2.00' (5.00' Typ) 1 2.00' 11 .00' 11 .00' 2.00' 11 .00' 11 .00' 11 .00' 2.00' 5.00' 2.00' Varies (7.00' Typ) Sidewalk Curb Bike Lane Buffer Travel Lane Travel Lane Curb Left Turn Lane Travel Lane Travel Lane Buffer Bike Lane Curb Sidewalk Embankment Incidental 11 .00' Slope 3:1 Max. Median Curb, Item SPP 07009 1 .75% - 2% - 1 .75% 0 -- -- -- -- -- -- -- -- -- -- -- -- -- Lai 00 Embankment Incidental \- 6" Verti. Curb & Gutter Item No. Slope 3:1 Max. 706.4.1 .A.5 (Typ Both Sides) 5" Thickness Of Plantmix Pavement Conduit, Per Illumination Plans, 24" VSubgrade Separation Geotextile, Superpave SP-3, Item 814.4.1 .A.1 To 30" Cover (Typ Both Sides) Type II, Item 2050.4.1 .C.1 6" Of Crushed Aggregate For Base 5" Thick Concrete Pathway Item Type 1 (Plan Quantity) Item 802.4.1 .A.1 No. 706.4.1 .E.1 (Typ Both Sides) 18" Of 6" Minus Uncrushed � Aggregate Type ( Typical Roadway Section 10 Aggregate Base, Item 801 .4.1 .B.1 .6 4 Of Crushed A re ate For Base T e 1 Plan Quantity) Item 802.4.1 .A.1 (Typ Both Sides) Sta. 60+64.70 To Sta. 62+63.98 N O N W Verbena St 28.00' 1 .00' 1 .00' 10" z Shoulder Shoulder Varies (20' Typ) 13.00' 13.00' '� 8" w Travel Lane Travel Lane 10.00' a_ Control Line N - 2% 2% i _ Slope 3:1 Slope 3:1 2% i o0 Slope 3:1 Slope Driveway away (Max) N (Max) (Max) from MSE Wall a Ln Pavement 0 w Cn 5" Thickness Of Plantmix Pavement 6" Of Crushed Aggregate For Base � Superpave SP-3, Item 814.4.1 .A.1 Type 1 (Plan Quantity) Item 802.4.1 .A.1 Median Islands g I 6" Of Crushed Aggregate For Base 12" Of Minus Uncrushed Aggregate See IPSWC SD-701 A Type ( y) Base, Item 801 .4.1 .B.1 .6 T e Plan Quantity) Item 802.4.1 .A.1 Subgrade Separation Geotextile, Mountable Vertical Curb Item 706.4. 1 .A.7 Type II, Item 2050.4.1 .C.1 18" Of Minus Uncrushed Aggregate N.T.S. Base, Item 801 .4.1 .B.1 .6 w O Typical Roadway Section 11 Typical Section 12 z Sta. 101 +28.46 To Sta. 104+72.50 Access Driveway O U w N Q 12" 1 .00' R/W N Shoulder Varies (20.00' Typ) 4.00 m 10.00' A>> z g Control Line R3, o I Slope Driveway away Pavement 0` j from MSE Wall 4 C° Slope 3:1 2% hi (Max) w a 0 I d a G N Q U 5" Thickness Of Plantmix Pavement a 4 z Superpave SP-3, Item 814.4.1 .A.1 Cn w of 6" Of Crushed Aggregate For Base Type 1 (Plan Quantity) Item 802.4.1 .A.1 Median Curb Of Minus Uncrushed Aggregate Base, See se, Item 801 .4.1 .B.1 .6 PP S ACHD Supplement to IPSWC SD-701 C z Ba Y Median Curb, Item SSP 07009 o- N.T.S. 0 Typical Section 14 zKELLER Residential Access Road Li • O 55 \0 NA` F/ G\S T C o Q-- z a • D E T A I L T I T L EIt M 7 o Revisions: • S I G N A T U R E S _ TYPICAL SECTIONS ° �OF�NP��- Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 ( �'• CAR ��AcHD Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 11 of 101 .1' www.achdidaho.org N O T E S T3N R1 W Sect 14 Removal of Obstructions, Item 201 .4.1 .C.1 �/ 04 Retain & Protect Adjust Manhole To Grade, Item 2030.4.1 .A.1 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP NMID Easement (Ex) �/ 0) 29064 Median Curb, 20' Sections with 2' Gaps, Location N Callouts To Center Of Curb, Item SSP 07009 Parcel Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 � / 1800 : 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 Idaho Auto Mall LLC '� / 0 • R0525200020 // • OO ; 26 3/4" Crushed Ornamental Rock, Item SP 25007 / OO rn 12" PVC - C900, Item 601 .4.1 .A.05.12A 108.44'Lt. Connect New Pipe to Existing Pipe, Incidental / '• / +74.91 +58.95 102.291t. 63 QuadGuard M10 Crash Cushion, Install Per Manufacturer's / ACHD Sidewalk O 98.38'Lt. • Recommendations +24.54 // Easement (Ex) �6;Lt. — 75 Landscape Areas, See Landscape Plans And Details Al & O •. A3 Sheet 39 83.00'Lt. +80.73 / 15 Ease(T) _ +24.54 +88.35 O 83.001t. �- 81.00'Lt. 83.00'Lt. � 8l Bicycle Railing Type 3, See Sheet 46, Item SP 20109 +24.52 / + 055+0 +37.24 �� tr — �� 75.0o'Lt. 10' Ease(P) �' - 83 Combination Pedestrian Wall, See Sheet 44, Item SSP +24.52 82.12'Lt. �� 70.0051 73.00'Lt. + �77.45'Lt.— 10' Ease(P) 20105.A Lt O � �� ••�i • R _ _ _ _ _ _ 68.00'Lt� / EP P L Hydro Seeding As Required, Item SSP 29060 _ R/W R/W A2 — — �� P L R//W / — P L�P - - V V V V V V V V V V V V V V V V V y— ,— V V =— - - —/ —� VV-- — P/L P/L P/L _ V� 12 98 /L I r '••• •O m / — —��Vc V— Dirt / •....••••.•. • P L P / �j6� •.••N•..•••• •.•••'••• P L V +19.48 81 +93.02 FOS FOS / 53.001t. _ FOS FOS FOS I FOS - — F S FOS FOS FOS +92.55 — o w z Begin Construction / Of Sta. 14+80.17 / 17 83 CL N = 702288.13 / CL E = 2449287.42 04 11 0 0 — ---- ---- --- 49 0 `+ n 0_0 A3 -00 14 —SLNDER ROD c — � E — eo N003254E + RE N + � 7 LO W 12 PVC w � 01 � +22.78 J o / w 6.00'Rt. (0 r_ / 16 63 83 17 N => / +41.12 g 26 75 Typ. 30.98'Rt. +53.12 o IAI / — / 20 w W +37.51 +07.57 cn -r-.mid• •�.u•��.�i�•.•..•a-••+•�a�-Fri •••••••• ••.••• g 00 Vd l� — -------------- +06.56 81 5' Ease Vd — _ W 46.00'Rt. •''••• O / Vd W +99.07 12 98 Brush 53 00'R9 — — ------ d _ — W ------------- 'dd ------ •-•••_•_••••••''•••.. t. o Vd _ -- --------- '-�� -- ------ ——— — _ — • s-ate r �-----.-.-- • • • — — — — Ditch Irr ��" ✓r; • N ———— — ——— ———— MH • m EP EP EP EP EP — d g Light Pole E�� —Eta up 0-I x Bollards o CD Light Pole O EP BENCH MARKS : EP o Asphalt X EP EP _ Q x EP EP EP _ � Bta.#14+01 .53/24811onRRod 4116 U i t. N: 702209.03 z Light Pole E: 2449334.75 w x Elev: 2603.93 0 i oAsphalt(if x 0 20 40 60 z Y Parcel Q z 1580 C� Plan Scale a Stephen L Craig o R5135350020 KELLE0 ■ o' oA S S • Ld g o' T3N R1 W Sect 13 0 0s\O NA L FN o' O� �G\ST FC 0 o a � J O N E OF\OP��Q 04 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 12 of 101 � www.achdidaho.org 13+00 14+00 15+00 1 6+00 17+00 18+00 11111111111IL L r r- — r r r 2622 r 223.03' 236.97' = 2622 Vertical Curve Vertical Curve �I = PVI Sta 13+81 .43 _ PVI Sta 16+1 1 .43 - PVI Elev.2602.73 PVI Elev.2606.47 `n — r K=70.39 K=65.44 ci -J 2620 r Left TBC Left TBC N 0 — 2 6 2 0 + N — r 4-1 r r (n w U Cn r � mZ�: ago 2 618 ~ 370.65' 89.35' = 2 618 Vertical Curve Vertical Curve - PVI Sta 14+55.23 PVI Sta 16+85.26 r- PVI Elev.2602.03 PVI Elev.2610.60 Q, K=70.38 K=65.86 Q, C� +; 2616 r Right TBC Right TBC N ��— 2616 r ojS + N M — 00 L C o NN — r- Lr)0 w ,� TBC Rt. �� 0 cod + 3 >' � m0 5? = 2614 2614r � co � c � 3 r _ - N O N TBC Lt. _ 0 cnmvav r w4 - °� > m 2612 = 2612 r � � � a� r C �`+ a_ O r m C 1a1 - W 0 S� 6�°�°- C > U Existing Grade 2610 ' ++ 0. v ® cL - 2610 N Lq Z ° DLO CY- 2608 w = 2608 > m - r Q._ 1--- 0 - 2606 2606 LO r > TBC Rt. a U) 2604 = 2604 Sta. 16+55.00 Sta. 16+73.43 - _ Catch MH A3, 5.28' Lt. Catch MH A2, 79.20' Lt. TBC Lt. Rim Elev. 2609.55 Rim Elev. 2608.70 — c� 36" Dia. Inv. 2597.26' (S) 36" Dia. Inv. 2597.01 ' (E) _ 2602 12" Dia. Inv. 2604.32' (N) 36" Dia. Inv. 2596.91 ' (N) — 2602 36" Dia. Inv. 2597.16' (W) _ w N Exist 36 PVC Storm w I 36" SD 70 LF o I ® 0.20% - 2600 E — 2600 O r N _ Sta. 13+78.37— 36" SD 189 LF = 2598 2598 Catch Basin A4.E, 29.50' Rt. - ® 0.14% z Sta. 13+78.37— I Exist 36 PVC Storm _ 7 w 2596 Catch Basin A4.W, 51 .50' Lt. - 2596 0 a — U Exist 30" RCP Irrig w 2594 ` Sta. 14+01 .91 = 2594 0 Catch MH A4 (E), 5.64' Lt. Exist 30" RCP Irrig r - 0 20 40 60 2592 r Plan Scale = 2592 r r o r -LL KELLER o r 2590 = 2590 LU 7 5s\o NA LF G\S N � T C m Ui �o = N E OF Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS .,Ajwm Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 13 of 101 www.achdidaho.org In w x 6 N O T E S x 2 � Zr00`� x 2602 ,E 01 Removal of Obstructions, Item 201 .4.1 .C.1 x 26 2613 0 Retain & Protect 2 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 .• rLGj9� x o cn /�y5g 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP TIP T3 N R1 W Sect 14 29064 50 x 17 Standard 6—Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 ti U 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 o x j 32 Inlet Catch Basin Type III, Item 602.4.1 .G.1 o ' t° 37 12" PVC — C900, Item 601 .4.1 .A.05.12A m • N x • o �0 40 48" Dia. Storm Drain Catch Manhole, Item : Existing ACHD Stormwater 2599 x m 602.4.1 .E.1 .048 04 � Basin — Rough Grade 2598 41 Catch Basin — Type I, Item 602.4.1 .F.1 • x Basin To Within 6" Of 1 Final Grade 2597 x < 70 Retaining Wall, See Bridge Plans x x 81 Bicycle Railing Type 3, See Sheet 46, Item SP 20109 83 Combination Pedestrian Wall, See Sheet 44, Item SSP oU) 20105.A x +11.13 `l-h < 87 ADA Compliant Grating Or Manhole Cover m • 1 10.03'Lt. g8 : 25 x 90 Multi—Use Pathway to Bridge Approach Transition Detail, 25g9 0 See Detail Al Sheet 38 (Incidental) 21 Q 2601 97 Conduit Junction Box ' � 2602 > Z Z 9An3 2604 04 = = 98 Hydro Seeding As Required, Item SSP 29060 —�EP � O � _ x F2 O _ x _ x� \ M x —x x Y.1 m 99 ITD Camera Pole; SP CCTV Camera Pole And Lowering P EP ��."..."��••:.:••.• ••••••••••""'•• �'' '� ♦♦�/^� ♦♦�/^� System, See Sheet 40 And S901 —05A In Specifications x —x �� FOS st m V/ V/ < — x — x� x�x— '��• FOS Q 1.6113 x� x� x � FOS � W •••••••••••••••••••••••00000000,000 ••••••• FOS 01�••� FOS 70 IT I '' m FOS 00 K: FOS F2 00 ilz I < 41 E&-13 z _°S 12 98 GWL @ ,� O 2587.61 1'N x Si a 32 87 a 81 Dirt 90 97 x A3.2.W2 N +80.72 +80.97 +20.96 +61.00 37 10' o 25.00'Lt. 20 25.00'Lt. 26.50'Lt. 83 27.00'Lt. 32 x I I m 1 III x 17 +80.6s A3.1 .W A3.2.W 1 1 Q O 00 24.00'Lt. 41 +80.97 +20.98 ---- +82.00, I 1 17 ' OHP OHP OHP I I cn p + 01 24.00'Lt. 25.50'Lt. I 0 g 00 40 37 14' P P 1171 III I F— �— �— E— F— �— E— F— �— F— I �' I 1 & A3.1 19+00 N tl- 20+00 O I 37 _ A3.21 d 00`32'54"E 2� 60 BH-12 37 J 2584.605' S LI N DER ROAD 40 1 I cn w M 25' 37 05 SEE BRIDGE PLANS I I I J U N 17 +80.64 41 +so.90 37 28 I I z 24.00'Rt. 24.00'Rt. +20.96 17 +82.00 1 1 m I j/A,3.1 .E 26.50'Rt. 26.50'Rt. 1 I 1 n A3.2.E1 tl I II o — 25 00.65 20 +80.95 +61.00 32 I I N 25.00'Rt. 83 27. 0'Rt. 97 37 1(N 1 0 m A3.2.E2 M Lo z 81 32 87 g 01 of 99 90 z CD 12 98 L O BENCH MARKS : w •• """"•• Dirt Dirt U_ > " ••••••�� Iron Rod Q W 12" PVC�W 70 BM #146 — 1/2'••••••••••• •• F2 6 0 0 0 Sta. 5+86.65, 51 .0' Rt. ••• • �� _ N: 702906.51 _ W E: 2449393.48 _ W W Elev: 2601 .61 z ld — — •••••••••••••••••••• •••••••••••.�� W W o �/d — — •••••••••••••••• •••• W 12° PVC vl �l/d — — ••••••• i Vd • 0 20 40 60 o — — /d — n o z EP EP EP EP Retaining Wall l/d Plan Scale EP EP EP o Light Pole EP 0 00� rn o Asphalt z Asphalt \ T3N R1 W Sect 13 0 � ,\ONAL FN Parcel c 1580 o `` �� G,\S T m o Stephen L Craig a �, R5135350020 � o 0 N F OF\9P�•ZQ N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACHD Ada County Highway District' 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 14 of 101 � � www.achdidaho.org 18+00 19+00 20+00 21 +00 22+00 23+00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 800.00' Vertical Curve r PVI Sta 22+00.00 PVI Elev. 2636.50 2630 F K=80.00 2630 1 80.64 100.36 I 79.70 Vertical Curve ---- ---- Vertical Curve a+e Vertical Curve I � CL Grade 0 PVI Sta 18+40.32 PVI Sta 19+30.82 PVI Sta 20+20.89 PVI Elev.2618.48 PVI Elev.2622.12 PVI Elev.2624.57 o N _ K=75.62 K=77.48 K=71.51 N �; N N 2628 Right & Left TBC Right & Left TBC Right & Left TBC N J N 2628 ro co cD o ° r o o+ N o� GB Sta.20+76 Design Grade N w o 41 w 04 TBC Elev. 2625.00 CAD CL = v r-� 00 Ih J cn a) Offset 27.00 Lt. & Rt.CD - 26226 N °+' N o a- � 0-01 2626 r-N N 1 > N r W Cr) a� ICU UU U I 2624 �N � J � Imo 2624 `0 � 0+ - ca o ° � N0 `L o r07 + 04 (D- -End Sta.20+81 r-11 In w - N Qo TBC Elev. 2625.08 2622 �U U `� ° > N Offset 27.0 Lt. & Rt. 2622 m 0 V, w � r a_ 0 r o (0 ry TBC LT. & Rt. 2620tp N 2620 ro � N r o �F- ^ S� 1g ° Sta. 20+77.0 I a� o � m �2 ® 3 Catch Basin A3.2.W2, 38.17 Lt. 2 618 : Rim Elev. 2624.79 2 618 N 12 Dia. Inv. 2621 .94 (E) o ---t-TBC Rt. 04 I A AI Sta. 20+77.00 1 Catch Basin A3.2.W1 , 26.00' Lt. TBC Lt. Rim Elev. 2625.04 V� W 12" Dia. Inv. 2621 .90' (W) z 2616 - 12" Dia. Inv. 2621.90' (E) 1 a Sta. 20+77.06 Catch MH A3.2, 5.00' Lt. r, Rim Elev. 2625.46 12" Dia. Inv. 2621 .84' (E) 2614 N 2614 12" Dia. Inv. 2621.84' (W) 12" Dia. Inv•11112621 .74' (S) Sta. 20+77.00 L Sta. 18+82.61 o ; Catch Basin A3.1 .E, 23.00' Rt. Catch Basin A3.2.E1 , 26.00' Rt. I,., Rim Elev. 2625.04 > 2612 ~ Rim Elev. 2619.71 2612 N 12" Dia. Inv. 2621.91 ' (E) 12 Dia. Inv. 2615.00 (W) 12" Dia. Inv. 2621.91 ' (W) g I_ Sta. 18+82.61 Catch Basin A3.1 .W, 22.65' Lt. Sta. 20+77.00 ' Rim Elev. 2619.73 Catch Basin A3.2.E2, 38.17' Rt. ' 2610 12" Dia. Inv. 2615.00' (E) Rim Elev. 2624.79 2610 � 12" Dia. Inv. 2621 .94' (W) o Sta. 18+82.61 w ' Catch MH A3.1, 5.00' Lt. 2 j V) Rim Elev. 2620.11 Li 2608 . 12" Dia. Inv. 2614.85' (S) 2608 0 12" Dia. Inv. 2614.95' (N) a 12" Dia. Inv. 2614.95' (W) 12" Dia. Inv. 2614.95' (E) Existing Grade N 2606 _ - --- __. ® CL 2606 p 1 m --� - -- g a Z 2604 - 2604 Ln 2602 P 2602 111 � LU 1 O i Sta. 18+67.72 0 20 40 _60 2600 r L Catch MH Al (E), 100.42' Lt. _ _ 2600 zZ f Rim Elev. 2605.09 Plan Scale Located at Storm Basin o 36" Dia. Inv. 2596.63' (E) r 36" Dia. Inv. 2596.63' (NW) p 2598 36" Dia. Inv. 2596.63' (S) I 2598 KELLER 0, ASSOCIATES Z r w r \0 NA Le d - - - - - I O��G G\S T G w 2596 �, I „ , 2596 o I E O F Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date; 09/2022 Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 15 of 101 N O T E S Possible Existin Drain e d x m 01 Removal of Obstructions' Item 201 .4.1 .C.1 xi x i x T3N R1 W Sect 14 ep is I \ O I O I Tank Remove Tree (6"+), Item SSP 29093 x Septic x • Tank +36.92 x 0 03 Trim Tree, Item SSP 29090 150.63'Lt. I + 3.92 x 108' Ease(P) eptic 0.63'Lt. x x x \ I • 04 Retain & Protect � Tank 0 • x I 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 v 0 x x I 4 x -� Gate 12 98 Parcel x x x x x x c c � - �� x x Z 06 Remove Fence +36.81 0 °d P ggy Towns Family Trust W 07 Remove & Reset Mailbox, Item SSP 25080 J 122.6311. I x \ x R7192800676 m O 0 80' x 08 Remove & Reset Sprinkler System, Item SSP 29101 15 ri ti n Ease(P / x W Eas t x) Parcel195 122.63 Lt.+29.66 \ x Fen x w Asphalt > 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 ' / \ Parcel 3 HK&M LLC x / \ 1155 J 10 Sod Repair, Item SSP 29064 R7192800710 Ada County ax Possible Existing Highway District \ 0 x 1 » +1 .3 Drainage Field R7192800700 80. 1'Lt. I Daylight To 98.58Lt.�+ 12 4 Topsoil, Item SSP 25050 & Incidental To Item SSP x ' 29064 � O 53 4' \O x Existing Ditch 86 / Fo I � I � � / 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 +29.51 l x 52 50 12 98 ' +4 x 52 50 x � 1 53 80.63 Lt. 80.65'L . x 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 \ Q I �x x x x x x xxxx +40.03 O 38 21.29 +29.47 01 +53.59 80.99'Lt. i ch as ( 80.63'Lt. 10 Ease(T) 70.63'Lt. 4' 53 E e ) 80.65'Lt. - 20 Concrete Sidewalks, Thickness 5 , Item 706.4.1 .E.1 .5 w • 1 .3 (� - - - _ _ 1 2 7033'Lt. 10 12 70 6�;6t / W/ I 53 36' 26 3/4" Crushed Ornamental Rock, Item SP 25007 28 Ease(P)•• W 28 Ease (P) W W • • I� � � , , �, _ �� „ I N i 32 Inlet Catch Basin Type III Item 602.4.1 .G.1 • II EG EG E EG �W W� IVI P 33 MSE Retaining Wall and Fence, See Retaining Wall Plans - - - Ems` EP EP EP I 73\ 03 x 02 52 Sheets 40, 41 , & 42, Item SSP 20114 02 � 50 0 11.18 32 87 01 33 80 +36. 01 I 06 48 37 12" PVC - C900, Item 601 .4.1 .A.05.12A 68 Paved Access Road - 5 2.63L . 42.63'Lt. 0 Unpaved +43.47 �x 06 Residential See Sheet 37 01 ' Chaic link/• 45.16'Lt 33 80 90 01 U paved y 42. Lt. ( ) -E R �� - - W TZ° - - �P �� - EP R �P - �� ••• I 2.1 h 01 40 602.411 .E 1a. t048 orm Drain Catch Manhole, Item v R W - R/�IP - - E� -�P - - EP R - 10' 37 01 C5.W2 97 02 Grass 83 +19.05 05 01 01 � 01 Rock & 41 Catch Basin - Type I, Item 602.4.1 .F.1 +76.18 25.00'Lt. ock Conc. Pavers 1 01 26.50'Lt. - - - - 2Q 25 00 00 83 - -�- - 46 Adjust Monitoring Well To Grade, Item SSP 29112 t I F C5Qtj .W1 - _ _ 48 Connect New Pipe to Existing Structure, Incidental To 26.5 t. I 27 0 Lt. �HPicket Fenc Ga{� is - - OHP 0 P - OHP - - - X F 0 Item 601 .4.1 .A.05.12A x 32 - --- -- - -- -#�9.6 Fence-� Asphalt- - -- - - OHP HP C4.W OHP d -- - - z + 18' 37 P 06 24.00 Lt. �. F3 - 14 37 D� P ;g F3 0 ,> 40 P ailb P 01 box Foc 06 Fo c FP 09 0 0 0 50 12 Dial. Gravity Irrigation Slide & Gate Type C-8, Item a- N 05 s d3 01 d3 d3 d3 d3 F - d3 01 d3 �� d3 17 06 F3 d3 41 d3 +75.02 d3 37 d3 d3 15 +0 602.4.1 .K.1 .12B SEE o 0 C5 -� -� -� -� -� -� -� -� _� _� _� _3 _� _� _� _� _� O _� _� Qg_� II� 26 W +87.05 N 52 Standard Irrigation Box - Size 4'x4' O.D., Item BRIDGE xW 01 Asphalt 24+00 01 07 _ 07 25+00 N00°32'54"E 26+00 C4 27+�Ohalt 40 602.4.1 .M.1 .B Cn PLANS x W W 37 05 37 25' 0 01o'Rt +54.19 C 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A 'Cl- J 37 29' � w 12" PVC w w w - 75 Typ. J 0 36 I I oo w 12 Pvc w 66 Gravel Driveway - Irrigation Pump Station Access; See N ° 32 EP - EP EP 17 _ Y 9 P 1 x +3 .00 +76.16 24 0'Rt. EP EP EP EP EP EP - EP EP 41 EP 12EP �53��I� _ 0 Sheets 35 & 36 and Typical Roadway Section 12 Sheet 0 02 02 00 Rt. 26.50'Rt. EP EP EP 11 o W 24.00'Rt. w C5.E1 °' C4.E 01 G W N 68 Paved Access Road - Residential; See Sheet 37 and 06 +18.0 - - - - - - - - - - - - - Typical Roadway Section 14 Sheet 11 g 26. R . CI5.E2 97 02 83 25 00'Rt w 1 1 18' 4 3 20 +75.0020" A VA A A - 25.00'Rt. 73 GSI Topsoil, Item SP 25050.1 Gras slll 83 75 Landscape Areas, See Landscape Plans And Details Al & 0 37 10' 90 { 46 02 A3 Sheet 39 87 32 w N 02 33 80 08 10 12 66 Gravel Driveway - Pump I�I 33 80 80 Bicycle Railing Type 2, See Sheet 44, Item SP 20109 = P Access (See Sheet 35-36) Combination Pedestrian Wall, See Sheet 43, Item SSP 08 10 12 20105.A Z .L O3 g 3pi�s• •••..• ••• W•• ••t•••••i••i•i••i••�••03 3i••i••i•i••i••i••, •i•i•• O� y �3 y ` 3 '�• ••• ••••••••••• ••• ••••••• • ••• ••••• •••••••• ••••••.• •.•••••.••�.•..•«.•••••• .••. '.u'.w•.aY..�f..00 �3 • 0 03 86 Remove & Reset Chainlink Fence To Be Removed By o ••• � ••• 04 48 • i �d••�••i••i�Waaarti w•••v• O a 175 53 08 10 12 •; `� Contractor Post Construction ao B&11 '• : - - �/d Ease(P) 00� x J I GWL @ • ; ® _ �/ 2.2(E) 58.76 87 ADA Compliant Grating Or Manhole Cover N a 2585.941 e. �/ - - ' m 04 - �/d - _ x x _X - - d - o x- - � 90 Multi-Use Pathway to Bridge Approach Transition Detail, W g '.�••1c••�••.' _ _ ��/d - �,/d - --_-� --- - d 03 See Detail Al Sheet 38 Incidental -�� ---- " 03 97 Conduit Junction Box o_I x � II 48 04 - _ _ - - -_�--- -�-- x W 1 .4(E)- __ _ -___ - --- inn III 98 Hydro Seeding As Required, Item SSP 29060 CD � ce x� K is o OI p x P ° �I � tin X BENCH MARKS : Q J Irr ® h c� x Box VV z 1 + X x x� B #23+13.38, 100 2' Rt. 4431 Sta. cn Irrigation Parcel w g I 1 � N: 703120.34 �I Pump Station ® z 03 xl Parcel I Parcel 1047 E: 2449395.61 o I ® / x 1089 Parcel erosin Family Elev: 2600.60 � Parcel 6 Parcel 1075 r st 05 03 2021 0 20 40 60 x 0 ® c II Kimball G&L Fami Christina Na mabadi 1061 / / z 0 1131 Estate Trust Lynn C Olson 5464350430 Parcel fi 158 � x Parcel R5464350450 z Horizon HOA Inc Mar A Riggs Andrew C Linn I 1117 1103 R5464350460 Revocable Trust Plan Scale a R5464350390 R5464350490 Benny R Poole R546350440 7 3 464350500 R5464350480 I Camy LLC 7 5 O x J � R5464350470 76 4 �/ 8 0 \ ° \\\� \ 0 a 8 \ o fi \ Ld KELLER x I 0 \ O I II 0 S\0 NA LF 1 O�� GAS T NC w T3N R1 W Sect 13 0 4-< J O N 0 E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �p AcFw Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 16 of 101 � ffi- www.achdidaho.org 23+00 24+00 25+00 26+00 27+00 28+00 800.00' Vertical Curve 43 PVI Sto 22+00.00 cv + PVI Elev. 2636.50 2628 N J 80.00' K=80.00 181 .00' N 2628 + CD o _____ Vertical Curve CL Grade Vertical Curve N N o PVI Sta 23+79.00 PVI Sta 25+09.50 N PVI Elev.2624.58 PVI Elev.2620.99 Lnn w K=67.99 Co K=80.47 2626 j ro Right & Left TBC _ N J Right & Left TBC a_ � 0 (0-02626 N O -1.60q 1.40% 41 > N w �, o 0 2624 0 2624 GB Sta.23+24 0 o + C° TBC Elev. 2625.00 cfl Offset 27.00' Lt. & Rt. Design Grade N N ® CL Begin Sta.23+19 41 V) TBC Elev. 2625.08 L`' 12622 offset 27.00'Lt. & Rt. 5 26221 LJ 12620 2620 o - � Sta. 23+23.00 + N o Area Drain C5.W2, 38.17' Lt. TBC LT. & Rt. N 5 - Rim Elev. 2624.79 a N a) 12618 12" Dia. Inv. 2621 .99' (E) U) w 2618 4- Sta. 23+23.00 a_ 0 Catch Basin C5.W1 , 26.00' Lt. GB/PI Sta.26+75.02 a Rim Elev. 2625.03 12„ TBC Elev. 2612.73 0 12" Dia. Inv. 2621 .95' (W) SD 3 Offset 24.00'Lt. & Rt. N © 3 62q �F 2 61 6 2616 12" Dia. Inv. 2621 .95' (E) N Sta. 23+23.00 Catch MH C5, 5.50' Lt. �SDOg N Rim Elev. 2625.44 12" Dia. Inv. 2621 .89' (W) 2614 12" Dia. Inv. 2621 .89' E Begin Island 2614 ( ) POC Sta.27+20.35 z 12" Dia. Inv. 2621 .79' (N) TBC Elev. 2611 .02 �s Offset 0' Rt. Sta. 23+23.00 Mpg Catch Basin C5.E1 , 26.00' Rt. PC Sta.27+20.51 Rim Elev. 2625.03 TBC Elev. 2610.96 1 12" Dia. Inv. 2621 .96' (E) Offset 0.17 Lt. & Rt. 2 612 0 12" Dia. Inv. 2621 .96' (W) N Sta. 23+23.00 Area Drain C5.E2, 38.17' Rt. 2610 Rim Elev. 2624.79 2610 Q 12 Dia. Inv. 2621 .99 (W) �s TBC Median Curb �9g �s 099 Lt. & Rt. �S�99 ° ° 12608 4 2608 Sta. 26+60.00 4-1 o Catch Basin C4.W, 22.50' Lt. Rim Elev. 2613.03 12" Dia. Inv. 2609.65' (E) N 2606 Sta. 26+60.00 2606 --�- Catch Basin C4.E, 22.50' Rt. Rim Elev. 2613.03 12" Dia. Inv. 2609.65' (W) a Sta. 26+60.00 0 2 6 0 4 Sta. 23+14.99 Catch MH C4, 5.50' Lt. 2604 N 4'x4' I.D. Irrig Box 1 .3 Rim Elev. 2613.39 _0 75.63' Lt. 12" Dia. Inv. 2609.60' (S) 0° Rim Elev. 2601 .36 12" Dia. Inv. 2609.50' (N) zr 12" Dia. Inv. 2598.10' (N) Sta. 25+46.51 12" Dia. Inv. 2609.60' (W) ni 2602 I 12" Dia. Inv. 2598.10' (E) 3'x3' I.D. Irrig Box 1 .2 12" Dia. Inv. 2609.60' (E) 2602 12" Dia. Inv. 2598.72' (W) 75.63' Lt. Rim Elev. 2598.35 Exist. Sta. 27+27.94 - 12" Dia. Inv. 2596.00' (W) 4'x4' I.D. Irrig Box 2.2(E) 12" Dia. Inv. 2596.00' (S) 75.03' Rt. Rim Elev. 2598.99 a 2600 12" Dia. Inv. 2595.49' (W) Sta. ,27+49.36 2600 4 x4 I.D. Irrig Box 2.1 18" Dia. Inv. 2592.92' (N) 47.72' Lt. Existin Grade 18" Dia. Inv. 2593.02' (S) 9 Rim Elev. 2597.56 ® CL 12" Dia. Inv. 2594.66' (E) 12" Dia. Inv. 2594.40' (W) 0 20 40 60 2598 2598 -- J 12" Irr 228 LF z ® 0.917 Plan Scale I 2596 Exist. Sta. 23+17.41 12" Irr 121 LF 2596 KELLER 0 10'x6' I.D. Irrig Box 1 .4(E) ® 0.67� 107.48' Rt. Rim Elev. 2602.77 0 12" Dia. Inv. 2599.23' (W) \oNAL 18" Dia. Inv. 2596.40' N 2594 N 4�� G\sT of a 7 ZMEN �C J N 0E OF��P •�Q' Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R C,AAcm AR P Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 17 of 101 www.achdidaho.org N O T E S o �\ �� x x X T3N R1W Sect 14 x_ x 01 Removal of Obstructions, Item 201 .4.1 .C.1 0 02 Remove Tree (6"+), Item SSP 29093 o x x 03 Trim Tree, Item SSP 29090 x O 04 Retain & Protect x • O Verbena Stormwater Basin - Rough 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 x x Grade To Within 6" Of Final Grade - O x See Landscape Plans For Details 06 Remove Fence I x 03 (Not In This Set) ' Ox 4' 53 04 1 x� x 04 08 Remove & Reset Sprinkler System, Item SSP 29101 ° d - �/x x o 53 53 4' x x x x x X- 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 • x x x x u - L x- x x / . -(TYP 2) 50 52 - � x x x •.•..•• •• ..�.. x .•-��x x 0 x x ��/Xd �� •� � ��•..••.�� ...•• ••.. - - - - - - - - - 3.1 10 Sod Repair, Item SSP 29064 Possible xistin age Field •'•0 x 3.2 �--� -2595�--` ��-� � Septi �arce 2594 52 50 (Typ 2) �J 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP x Tank �'� 5 2593 29064 Ad o y way District 2592 06 ossible Existing Drainage f R7 2 40 - _ _ - _ - - - - - - 14 Sawcut Incidental To Project, Incidental To Item x W VERBENA DR I - - - 814.4.1 .A.1 X / 2592 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 See Sheet 34 �I �� 2 9 F � / 2590 2590 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 x x Un�ved Ex ( )EP �rdsh Ep x 02 // I 18 3-Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 Dri eway 10, Utility 259� Easement x 5' Utility 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 \ 5' Utility Easement Easement Ex Transition From 6" Vertical Curb to 3" Rolled Curb Reference Landscape Plans For - - x \ _ _ _ Stormwater Swale Details =� 53 \ - - - 2592 73 22 Concrete Driveway Approach, Item 706.4.1 .F.1 (Not In This Set) / 2593 10 Utility _02 _ x ' i y Easement Ex 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, 01 73 - -80 33 � 02 x 2594 - _ Item 706.4.1 .H.1 .C.C3 I 25 •..•..t.♦••• 0•-�•�� 25950� � 0 0 0 0 0 06 O Pedestrian Ramp w/Detectable Warning Domes, Type G, X 24 '.. x ••••.••••.•.•........ ..........•............... Grass � Grass Item 706.4.1 .H.1 .G.G R 20 63 `30' / 01 I 26 3/4" Crushed Ornamental Rock, Item SP 25007 x - 01 x +04.57 20 +74.58 000 000 _ +44.58 Typ. 26 01 Un ave 24 Irr 33 MSE Retaining Wall and Fence, See Retaining Wall Plans I Driveway P Box Sheets 40, 41 , & 42, Item SSP 20114 I x o000000000 o x02-- x x 8il�Fx -x- x P/L x X - P/L P/L C3.W - - 26 P/L - P/L ��011npa P/L -Ditch P L - - P L - - w 83 Gate - � / / P/L = x P/L - - P L 37 12" PVC - C900, Item 601 .4.1 .A.05.12A �c OHP x4 Wire ence / x X z O HP 41 OH Drivewa 25 x O c� OH x a- m + Fp 01 17 01 UP 17 75 Typ. Sign 09 0 0 40 48" Dia. Storm Drain Catch Manhole, Item F3 Fo - 37 20 Foc Foc o Foc oc FO E o L 602.4.1 .E.1 .048 0) + - EP EP EP EP E < �, EP EFL EP 37 26 + � 26 _ P C3 Mail o� 01 37 40 c EP Foc 15 EP N ao N o R1 3 ' -� -�9+00 -� 01 3�+ -� -� F3 -� -� -� -� _� O 3'6 fit' +09.83 P +79.57 41 Catch Basin - Type I, Item 602.4.1 .F.1 o +59.02 37 40 / N00°32 54 E 31 +00 C2 48 Connect New Pipe to Existing Structure, Incidental To 3.26'Lt. Asphalt / +76.98 Item 601 .4.1 .A.05.12A N - +2319 15 S LINDER ROAD o C 75 +Ys;9P7 w w 31 ' 37 w �� w R1 w w 12" P w J 50 12" Dia. Gravity Irrigation Slide & Gate Type C-8, Item LO / _ +44.57 _ 602.4.1 .K.1 .12B o O G EP E E� EP G EP EP EP G EP EP G G TYP 75 G 01 O N 17 EP EP EP a +00.02 W 21 41 P / G W EP 17 EP EP a� 52 Standard Irrigation Box - Size 4'x4' O.D., Item Cf) 27.50'Rt. 83 +39.85 26 FA / 24 25 TYP 75 °�3Well Monitoring 09 No 602.4.1 .M.1 .B W 30.50'Rt. F9 Sign Beacon o g s 85 4 Sign 06 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A C3.E ,rases / 09 +09.58 �, 20 20' // +79.57 63 QuadGuard M10 Crash Cushion, Install Per Manufacturer's 00 / 05 20 +39.58 01 School Recommendations 00 00 00 vi / R301L Flasher Combination Signal & 00 0000 w 22 + 4 W W R30 I o W Fo oc • • •• • F c 65 Advanced School Zone Warning, g _ - - d - - d - - - W W Luminair Pole, See Signal Plans, Item 1131 .01 .01 80 33 Gravel Dr' eway Pump 66 d Z Ac ess (S e Sheet 35-36) - ® ® �/d ; +85.09 y ® T a _ _ �/d d 02 W• r 59.74'Rt. 21 W +54.26 +70.50 ® ® Yp• 26 65 66 Gravel Driveway - Irrigation Pump Station Access; See 01 � C 54.73'Rt. 48.00'Rt. 08 10 12 01 Sheets 35 & 36 and Typical Roadway Section 12 Sheet a - -,/d 03 03 02 •' S W +51.09 11 ••,•• ••'•••�•••`�'.• W W W 41 W W W W W W W .' S' W W ..•.•••. ...•••••• "••Ease(P) • ••••'ti.� Sign 8c• g 20 18 W • 12408t 10 0 W W O 03 03 73 GSI Topsoil, Item SP 25050.1 N 02 10 08 12 - 02 --- --- '.; ec •� Rock 01 18 �• 0 0 41 X 75 Landscape Areas, See Landscape Plans And Details Al & mx_ - - x x e8.9_ t• , • • • Bo w 01 Grass A3 Sheet 39 p (n Par - a W 20 Vinyl Fence �� Z o + ® -. - - n - 80 Bicycle Railing Type 2, See Sheet 45, Item SP 20109 g 03 80.0 Rt. m +51.09 + O of X 6 g B u RSorizo 900 Inc 80 05'Rt 04 4.14') 14 4.00' 86.00'Rt. X / 9Combination Pedestrian Wall, See Sheet 44, Item SSP Z 04 48 85.09 Q 042 20105.A CD3.3(E) 74'Rt. 04 27 a ' 85 Pedestrian Ram w Detectable Warninge H1 , 08 10 12 Q o ar el woe O Item 706.4.1 .H.p.H.H1 Domes, Type j o Z x o �j �, w Blarizan HOA Inc �,��, BENCH MARKS : 0 X R5464350010 6�/ Z II I W #156 _19.09/ 48 01r,nRRod No Cap Parcel t. c, > \ X N: 703826.60 1-1 \\� 1 110331 Parcel Parcel Derek Giles \ x 1019 \ 1005 \ Parcel 6 Parcel E: 2449350.16 0 20 40 60 z R5464350420 Fernando Jacuinde Cheryl J Crowley 955 937 6 6 Elev: 2597.65 Y ' x + Thomas M Weber & Susan \ \ Q R5464350410 R5464350400 I / \ Caleb Cook Plan Scale 7 2 +� Par el 6 g A Living Trust R5464350050 0 7 1 7 O 0 1 5 O \+ R546435 040 \ \ x ® Gin D roman 643 \ x o \ X ■ � 4 w 0 I \ I S\O NA L Fey T3N R1 W Sect 13 0 C. J OZ. N O E OF�OP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �p AcFw Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 18 of 101 � ffi- www.achdidaho.org 28+00 29 +00 30+00 31 +00 32+00 33+00 111201.6111 � � � � � � � � � � � � 111 III fill III IIIIIIIIIIIIIIIIIIIIII fill 11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII111111111111C Vertical Curve _- PVI Sta 28+78.36 � PVI KIe6.�2302.44 2612 = _- 2 612 ~ --GB/PI Sta.28+00.04 Right & Left TBC TBC Elev. 2606.91 Offset 3.67'Lt. & Rt. 12610 - 2610 � GB/PI Sta.28+38.97 TBC Elev. 2604.99 - rn Offset 3.67'Lt. & Rt. - 0 J GB Sta.28+49.73 + C°o TBC Elev. 2604.56 68.08' 2608 oo Offset O'Rt. Vertical Curve _- 2608 N PC Sta.28+57.91 `6 > o' PVI Sto 31 +03.87 a, r � w TBC Elev. 2604.17 PT Sta.29+98.59- PVI Elev.2596.93 - U U .� Offset 2.86'Lt. 000 TBC Elev. 2597.81 K=70.00 - LU o rEnd Island c6 o J Offset 59.50'Lt. Right & Left TBC 2606 �s o POC Sta.28+58.19 + N 2606 �0 TBC Elev. 2604.10 N ai PT Sta.29+97.90- 4 9 0 TBC Elev. 2597.93 ro O - 9g Offset 3.25'Lt. w CO � a) Offset 59.50 Rt. r. - - TBC Median Curb U ,(n CO rn_��Lt. & Rt. a- m o o N Ln 2604 -3.68% o Q) N 2604 PT Sta.29+96.05 - -4.91% TBC Elev. 2598.40 U) w a - Offset 59.50'Lt. > m 1 �2 S TBC LT. & Rt. PC Sta.29+68.59 a- P U - TBC Elev. 2599.56 _ 2602 ® �39g �F Off set 29.50'Lt. rPC Sta.30+39.59 - 2602 TBC Elev. 2597.80 - Offset 59.50'Lt. - o af CPC Sta.30+39.83 PC Sta.31 +77.81 N �=GB Sta.28+00.02 TBC Elev. 2597.75 _ ao TBC Elev. 2597.18 o ;� TBC Elev. 2606.37 -4.27% Offset 59.50'Rt. °' � 2600 , � cri J Offset 3.25 Rt. 2600 Offset 29.50 Lt. & Rt. -2.67% End Sta.30+39.83 rn N -3.07% TBC Elev. 2597.61 + N o PC Sta.31 +78.23 - PC Sta.29+67.90 Offset 84.07 Rt. r7 a; TBC Elev. 2597.15 TBC Elev. 2599.40 -4.80% N Offset 3.67 Rt.41 _ z Existing Grade _ffset 29.50'Rt. N a ® CIL _ U 2598 ;� _ 3.11% - °�° p TBC Median Curb 2598 T ►� Lt. & Rt. _ -1.97% -0.55% 1 -0.43% t -0.69% `-0.73% -0.43% N 2596 Ex E Ec 2596 PO !� EX NG EX FO � LJLO 1-4- 1 - 12 SO 192 LF 12" I rr 5 LF - 1 659' @ 0.45% Sta. 29+66.41 12'�,rp.22� LF o 12" Irr -� 2594 Catch Basin C3.W, 28.00' Lt. _ 0 161 LF 2594 g !� Rim Elev. 2599.17 @ 0.17% 12" Dia. Inv. 2596.12' (E) - Sta. 29+66.41 a- - Catch MH C3, 5.50' Lt. End Sta.29+97.90 N 2592 Rim Elev. 2599.64 TBC Elev. 2597.41 2592 L] 12 Dia. Inv. 2596.06 (S) Offset 84.50'Rt. _ 12" Dia. Inv. 2596.06' (N) - LoUi 12" Dia. Inv. 2596.06' (W) _ L 12" Dia. Inv. 2596.06' (E) Sta. 32+02.26 o �_ Sta. 31 +62.53- , 2590 ;- Sta. 29+66.40 - Sta. 30+37.12 Catch MH C2, 5.50' Lt. 4 5. I.D. Irrig Box 3.1 2590 Q Catch Basin C3.E, 28.00' Rt. Exist. Sta. 29+85.56 4'x4' I.D. Irrig Box 3.2 Rim Elev. 2596.70 125.00 Lt. Rim Elev. 2599.17 Rim Elev. 2595.58 - < 4'x4' I.D. Irri Box 3.3E 125.00 Lt. 12 Dia. Inv. 2592.82 (S) g ( ) 12" Dia. Inv. 2593.42' (S) o � 12 Dia. Inv. 2596.12 (W) � Rim Elev. 2597.19 12 Dia. Inv. 2592.72 (N) - 76.86 Rt. 12" Dia. Inv. 2593.42' (W) N Rim Elev. 2599.57 12 Dia. Inv. 2593.70 (E) m 2588 �� 12 Dia. Inv. 2594.16� (W) 12" Dia. Inv. 2594.70' (W) 12" Dia. Inv. 2593.34' (N) 2588 M 18 Dia. Inv. 2591 .62 (S) 12" Dia. Inv. 2593.70' (N) r 0 2586 ;� 2586 Ld o U 0 2584 2584 U - - 0 20 40 60 z - J - z 2582 = 2582 Plan scale Q O - 8 2580 = 2580 w o 5s\O NA LF 0 G\S T C m o �o = J NE OF\� P�Q' o N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS Ada County Highway District• 377-9 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 19 of 101 ,AAcmwww.achdidaho.org N O T E S X O w Q 01 Removal of Obstructions, Item 201 .4.1 .C.1 xx 02 Remove Tree (6"+), Item SSP 29093 x 03 Trim Tree, Item SSP 29090 w i 04 Retain & Protect Sew 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 I x 14 X T3N R1 W Sect 14 06 Remove Fence Ix \ o I I 08 Remove & Reset Sprinkler System, Item SSP 29101 \ o mw I 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 x O 0 XP/L I I • 10 Sod Repair, Item SSP 29064 x o f I Adjust Manhole To Grade Item 2030.4.1 .A.1 I x o � I O � , x O I Z 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP L wl 29064 x Verbena Stormwater Basin - Rough ❑ Grade To Within 6" Of Final Grade - I J r 13 Abandon Existing Domestic Well, Item SSP 06007 x x x 03 x x0 I See Landscape Plans For Details 03 Parcel 14 Sawcut Incidental To Project, Incidental To Item " (Not In This Set) I Q o 798 O 814.4.1 .A.1 I Z 0 X x /�X x �x X x x x - x I / D N K N Trust 08/1 0/201 8 J� X L I R7594510010 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 03 10 Utility �` x I x -� 03 Easement (Ex) I 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 Field I m 88 " 02 2593- -� 00 0 20 Concrete Sidewalks, Thickness 5 , Item 706.4.1 .E.1 .5 116' - 01 592 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, 2593 01 13 w I \\\ r Item 706.4.1 .H.1 .C.C3 Tan tic 02 02 \ \ I I 25 Pedestrian Ramp w/Detectable Warning Domes, Type G, 2591 I I Item 706.4.1 .H.1 .G.G � 2593 Stormwater Basin n, ` a x High Water 2591 .70 \ II -0 = o 6" a 2592 P el 6 s Basin Bot. 2591 .10 o IC 26 3/4" Crushed Ornamental Rock, Item SP 25007 2591 Paola A Silva I 14 04 I 37 12" PVC - C900, Item 601 .4.1 .A.05.12A x 2592 I $-- N R7192800010 2593 w L_ - _ W [53.69'Lt.O 2590 01 204048 Dia. Storm Drain Catch Manhole, Item ; ACHD Sidewalk 602.4.1 .E.1 .048 u o I f 01 Easement (Ex) N _ _ 2591 _ _ _ _ _ _ 73 06 - _ _ / ;� 017 "AS +65.55 41 Catch Basin - Type I, Item 602.4.1 .F.1 10' Utility /06 •" a O 05 48.00'Lt. 08 10 12001 X Easement (Ex) Driveway 01 2593 ; 17 62 Pedestrian Hybrid Beacon, See Signal Plans, Item _ I • " • 1131 .01 .01 z - L• = 13 ••.•.•••'• W 01 • ••: 6' Gas O1 62 „ a- ••••••••••••••••• �••Tii'ri . ..... . ... ................... .......... ........• ••0•••••••••••••••••••••G•ras�••• 000000•• • •• 0 73 GSI Topsoil, Item SP 25050.1 Grass Grass Lightumw - 20 yp. x o FO 20 75 Landscape Areas, See Landscape Plans And Details Al & x 26 T °° A3 Sheet 39 +16.81 v� +54.58 02 +24.59 35' 37 F-W 26 24 0 24 N 26 Typ. 76 Gravity Retaining Wall - Cut, See Detail Al Sheet 39, I a - °i o Item SP 20113 _ _ J _ _ w P/L 4'�ire Fence P/L - - prPew yPA - - P/L - - P/L - C1 .W + 05 P C6.W Q0 88 Widen Roadway, Place 2.5" Of Plant Mix pavement SP-3, 4' Wire Fence Si W 0 12" cMP OH OHP 12„ CMP TYP 75 HP X X X g 41 25 Over 6" Of Crushed Aggregate For Base Type 1 And 18" w o o - 02 - - 17 P- 12" 09 > Iq 0 C 06 02 F c 41 FOC Ol 37 21 ' oC Of 6" Minus Uncrushed Aggregate Subbase Gate & Foc o o o) M F EP FOC37 EP 01 Pi e - FOC ai ox c OC C FWC p 0 r7 FOC +49.57 FOC p - EP FOC +19.58 E 01 Pipe F3 EP P EP EP P EP 37 2Q'� 01 09 37 -3 F3 + rn g Foc 01 FOc FOC 01 C6 40 37 M c� d 2'54"E 00 NO 3 36+00 + C1 _ 05 N00`3 1 °`12'° 7 4-1 N +70.00 40 Sew g" S + 5.48 c o -+14.57 12" PVC- +54.33 R1 ' 0.00't. S LI N D E R ROAD G 1 1 F9 37 0.00'Lt. 00260o C +84.57 vi 75 Typ. w s' w - - UJ 0 0 26 w 31 ' - - w EP EP EP G 15 EP EP G EP0 00 EP EP W 01 Q G 15 N 30' 37 g o Typ. 75 17 41 01 EP e 41 cure N n 00 P 25 0 � C1 .E 0. u7 a C6.E r a ` ra +49.60 . N0 +89.61�C FOC 4 " Typ. 26 +19.61 20 FOB +59.59 Foc +29.60 z Foc 02 pg 02 62 26 T yp- d W W y W W y y - - - - - - - � d - ��... LAie, .,........ . . - BENCH MARKS : z ® 01 Grass ® IId W W IV W _ W 01 +83.46 24" 05 ' Ease T W BM #159 - 5/8" Iron Rod 4431 0 08 10 12 52.07'Rt. vs ® 76 � +92.38 Sta. 36+37.22, 48.0' Rt. j e�� 1.02 +37.2 9.58 0.00'Rt. 14 20 8.00'Rt Be In N: 704444.62 o cel "+ t. g .50'Rt. 4„+3 ,2 6' Vin I ence X 38 E: 2449356.01 tail 52. Rt. Blue i o 0 c w + 4.42 +69• Elev: 2595.45 11 61 58 3'Rt. 50.00'Rt. " N 464350010 08 10 12 02 BM #168 - 1/2 Iron Rod 11334 o x- 03 6' vinyl F nce 20' Landscape \\ Sta. 36+37.85, 152.9' Lt. 0 03 x - - - - Easement E \ N: 704447.19 o - - E: 2449155.17 of 0 20 Elev: 2593.95 40 60 z p Y Plan Scale x 3 Grass o O � o ■ o Parcel 6 5 Parcel 6 4 �O 6 2 Parcel 61 Parcel Parcel Parcel 600 0 g 881 855 823 0 1547 w Brittany Howard As ley Janellen Pen zer X Devin X Breining Terence R Johnson O Blue Horizon HOA Inc o R5464350060 R5464350070 y V R5464350010 Sherri Hasting Q \ V R5464350080 R5464350090 y I R5135410340 �S\oNAL F/y T3N R1 W Sect 13 ��G,ST J O N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl•1D Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 20 of 101 www.achdidaho.org 33+00 34+00 35+00 36+00 37+00 � IIIII III III � � � III � � � III III IIII11111111 1 1 111 IL 2606 = 2606 1 14.08' 2604 Vertical Curve — 2604 PVI Sta 36+57.04 — PVI Elev.2594.55 = K=129.27 — Right TBC 2602 - 2602 59.05' Vertical Curve:: — PVI Sta 36+90.47 PC Sta.36+30.96 _ PVI Elev. 2594.69 BC Elev. 2594.53 K= 3 2600 Offset 59.63'Lt. Left TBC — 2600 End Sta.35+94.10 End Sta.36+31 .02— _ TBC Elev. 2594.26 BC Elev. 2594.44 — POC Sta.34+65.50 Offset 75.02'Lt. _ � Offset 75.18 Lt. � ao _ TBC Elev. 2595.92 Q, ca _ 2598 [Offset 3.67' Lt & Rt. PT Sta.35+94.03 6 J = 2598 TBC Elev. 2594.35 C° Ln Ln PC Sta.34+69.17 Offset 59.38'Lt. C:) �Cq r N o — TBC Elev. 2595.99 N — TBC Median Curb Offset 0' Rt. PC Sta.35+64.03— (0 N o Cn w — _ —0.43% Lt. & t. TBC Elev. 2594.95 "' > c) c) N — 2596 Offset 29.5'Lt. n w m o = 2596 — TBC LT. & Rt. c) C) — m O - N � — N 2594 1 .28% - 2594 r AExisting Grade —0.51% 0.53% _ ® CL 0.55% � -- EX NG� EX F0� EX FO 12" SD 396 LF EX FO —� 12" SD 89 LF f IIII w —1 z ® 0.22% EX NG EX E�LEC It 2 % J] 2592 ® . i 1 ---� 2592 2590 r - 2590 Sta. 35+62.54 — Exist 10" W = "' Catch Basin C1 .W, 28.00' Lt. —_ Rim Elev. 2594.51 0 N 12" Dia. Inv. 2591.79' (E) 2588 12" Dia. Inv. 2591 .79' (W) - 2588 U) Sta. 36+55.44— 1 g Sta. 35+62.53 _ Catch Basin C6.E, 28.00' Rt. _ Catch MH C 1, 5.50' Lt. Rim Elev. 2594.23 Exist — Rim Elev. 2594.98 12" Dia. Inv. 2592.23' (W) Sanitary 0 12" Dia. Inv. 2591 .84' (W) = 2586 12" Dia. Inv. 2591 .84' (E) Sta. 36+55.42 sewer = 2586 — w 12 Dia. Inv. 2591 .84 MH C6, 5.50' Lt. (S) Catch Rim Elev. 2594.70 _ N 12�� Dia. Inv. 2591.84' (N) 12" Dia. Inv. 2592.15' (E) —_ J 12" Dia. Inv. 2592.15' (W) —_ Sta. 35+62.53 — 12" Dia. Inv. 2592.15' (N) _ Catch Basin C1 .E, 28.00 Rt. , 2584 r Rim Elev. 2594.51 12 Dia. Inv. 2592.05 (s) - 2584 12" Dia. Inv. 2591 .92' (W) Sta. 36+62.45 — _ o Catch Basin C6.W, 28.00' Lt. _ Rim Elev. 2594.24 N 2582 � 12" Dia. Inv. 2591 .24' (E) = 2582 0 (n Z g Q � — / w 2580 - 2580 0 14 I — o U W 2578 = 2578 0 U - - 0 20 40 60 J 2576 = 2576 Plan scale 0 KELLER s 2574 - 2574 w 0 5s\O NA L FN o a � �C �o = J N E of Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAR .,Ajwm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 21 of 101 www.achdidaho.org T3N R1 W Sect 14 N \\ / \ Driveway 01 Removal of Obstructions, Item 201 .4.1 .C.1 NX V r Conc < 00 02 Remove Tree (6"+), Item SSP 29093 Driveway Driveway P/L P/L 03 Trim Tree, Item SSP 29090 E z 12 l�f ` o \ 04 Retain & Protect E�b 7Z4_ X__ 1_4 �� d \ 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 x - �r�x - �c -� x - j0 U `j 06 Remove Fence \\ Parcel \\\\ _U Conc �\ 07 Remove & Reset Mailbox, Item SSP 25080 784 3 71 Driveway ° > Q O O Lee Family +°- Driv way d ° 08 Remove & Reset Sprinkler System, Item SSP 29101 04 25 2007 Parcel � C�: 0 \ � R7 94 10020 770 o Remove & Salvage Roadside Sign, Item 1 135.01 .06 Bradley K Simpson � � o ° to \ O \ R7594510030 � Q o \ Parcel 1 6 10 Sod Repair, Item SSP 29064 to 0 0o C t x T pe r Su division 1 1 Adjust Manhole To Grade, Item 2030.4.1 .A.1 r` om gown rs ° o ciation I c 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP E O P/L X -x_ -� - - JX \ ° R 182 0 ° P 29064 cb ° 12 \ < XX x = � Parcel " 3 1 1612 Parce I 13 Abandon Existing Domestic Well, Item SSP 06007 co Muhidin Aden ° 5.00' R7594510060 Tapestry Subdivision Parcel S+09.119` x 5.00' 04 +66.39 14 Sawcut Incidental To Project, Incidental To Item Conc ° \ 1 629 91.00'Lt. 814.4.1 .A.1 arce Homeowners14 Driveway Association Inc Dwight C Jensen 90.00' t. o U 10, Utility 775 \ R86182701 70 a - Easement (Ex) 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 Roundtree Place ° R8618270160 \ 20 v Q W a Homeowners Association 10' Utility 3 . 18 3-Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 R7594510040 Easement (Ex) w° 18 18 W c 01 20 148 +77 39 +41.46 • .W 20 +66.39 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 Asphalt 12. 8 01 59.53'Lt. +97.Lt 56.00'Lt. 0 51.00'Lt. O W M 21 Transition From 6" Vertical Curb to 3" Rolled Curb 03 59.00'Lt. 13.5 03 ACHD Sidewalk +98.39 s(1 9 3' ras 08 10 12 6' Vinyl Fence 5 .00' t. 05 6' Vinyl Fence 5+98.39 05 _ 03 - Easement (Ex) 56 L . 05 ACHD SidewalkO x - 11 Ease(T) P P i x - �� 6-' Fences �/d 22 Concrete Driveway Approach, Item 706.4.1 .F.1 ® �97 63 -� 03 / / ��Lx- - � 04 Y Pp +90.8 01 00 Easement Ex Q 08 10 12 6" ra 01 48.00'Lt. +1 .53 0� ® ® 01 +77 41 08 1 0 12 +41.46 04 .00' 1 1 21 3' +88.2a ( ) 6 48 00'Lt. 6" G ss s' s" 1 s W i n 21 y Fo 01 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, o ° 46.50 Lt 18" 50.50'Lt. P o ° 6 ° �-o-4' Ease(P - 06 05 w•• se 50.50Lt O - -f- _ 3 Ease(P) Og � � �/' Item 706.4.1 .H.1 .C.C3 - - - - s•rr• •• • �c••Yi••i••i••••• ••••yi•• • •i••i •�••4•• • •• • +64. 0 - •• 05 20 57.19 t. on W •. • 26 3/4" Crushed Ornamental Rock, Item SP 25007 Post Light 3 0 45.54'Lt. g + 1.4 one +34.58 03 +04.58 +74.58 20 ® +44.57 - - 65 46. 0 Lt. Post ° oo° 1 1 30 Concrete Repair, Item 706.4.1 .G.1 /d +14.57- �/d - - �/d °° 24 +90.02 26 ". 267�1�2�; 0 Gras')•5 1 2„ I Ll24 ' O � 37 PVC - C900, Item 601 .4.1 .A.05.12A 0 17 o 00 Typ 26 F3 �' School w 26 0 40 48" Dia. Storm Drain Catch Manhole, Item 0 602.4.1 .E.1 .048 01 Stum ° C8.W, o z 17 r ROC TYP - 75 05 Flasher p- Fo �, W F3 41 0 0 a Ep EP EP EP FOC°H HP OHP r7 00 O EP FOC EP FOC EP FOC C FOC EP Sin EP � 0) 37 01 40 G FOC FOC EP g F C FOC 05 FOC 0 corn D Catch Basin - Type I, Item 602.4.1 .F.1 F3 J 20 37 -12 l 1 P FO 37 EP P F3 G N N 48 Connect New Pipe to Existing Structure, Incidental To Ft C7 c �- �- �- F- F- E 05 E- �- �_ �_ 11 C8 O Item 601 .4.1 .A.05.12A N 05 Doc FOC FOC 39+00 Foc Nnn°.3�'17"F 40+00 ode 41 +00 �- �- E- ° o sew- F3 8" Se er sew Sew r;- 42 65 Advanced School Zone Warning, Combination Signal & J01 Asphalt W 11 S LIN ER ROAD FOC W F c 40oc Luminair Pole, See Signal Plans, Item 1131 .01 .01 -0--w c 12" Pvc p o w c w w C 11 01 J 75 Landscape Areas, See Landscape Plans And Details Al & In w w w 12" PVC w p p W01 17 07 22 C rb 17 N Curb 01 G Curb Typ. 75 Typ 26 Curb W o o A3 Sheet 39 0 76 Gravity Retaining Wall - Cut, See Detail Al Sheet 39, cv Y 9 g26 one 11• 01 01 C ncFTU • on 09 Old Fo tin 01 Conc. Typ 26 C nc 17 O Item SP 20113 cn r 'Rt. Footing sh 00 91 Relocate Light Post, Incidental 24 24 � 20 02 37 92' o G vel 92 Concrete Driveway Turnaround, Item 706.4.1 .G.1 +39.60 +09.60 Driveway +81.53 3 +49.60 3 o S bd Ove flow in 20 26�, 13 Aban ones well Dirt 02 48" +19.60 20 Brush 01 vi +89.58 w - w � 7 6 End /JN R/W + • ��- ° y �• y • - 24' , Begin 76 W W V V Y Y Y W W Y Y Y W W W V W W W W •• N ••• W P/� W W • C - W� W W•-~��-••• •W�/ Y T�-- �jL • ••• •• •••��-f•�' , . P L • •••• 000 g}a S' ' Fsjy • 3o W U •••••••••••• •• •• W W . y W W W W •Y 41 Z +13.61 5f Easell +8 8 5' Eas (T) 0100 go, U 09 4 _/ EndW 4' Ease(P)`47.50'Rt. 47.50 Rt. 24" +10.08 oe 05 52.50Rt. 17 +88. +14.61 30 08 10 12 +35.94 57. x x LO 0 +81.28 Q 1 17 +8 03 Cedar ence 03 C a Li t 52.00'Rt. � 20' Landscape +37.24 .80 t. x 12 10 08 03 ° 966641° 6' Vinyl Fence z 63.75'Rt. Gr 20 20 20' Landscape 2.50 28 91 ( ) x X P/ x - X x Lx x _ � P L x x- �x x I x_ - x P7_7 Z Easement (Ex) • 25 Ease T g r 14 +11.28 20 Landscape n 01 . Easement (Ex) in i W 48 01 2. 20 x10, 92 +s1 2 Easement (Ex) 5.00' - 5.00' �\ \ \\ \\ \ I 72.50' t. Parcel 5 6 BEN CH MARKS : 0 - C7.1 (E) \ \\ o V'F; Stetson Homes Inc " o U 004 o Light R5135470020 BM #183 - 5/8 Iron Rod 11754 <I ost 0 Sta. 39+81 .46, 48.0 Rt. N: 704788.84 � a� I al E: 2449359.43 o DroncO Parcel 5 8 veway Parcel 5 9 Elev: 2595.86 i 726 one 0 o veway Kristy Bobish Thompson Joni L Bryce `� R5135410210 R5135410200 0 20 40 60 J \ a x W I Plan Scale �/d Q ° Parcel 5 0 660 o O Q h P - x P/ x - - Stetson Hom KELLER es Inc • Z x x x I S1213233966 g x a_Ld ° k ° 0s\O NA L C FN nnr T3N R1 W Sect 13 0� �G,ST o a J O N O E OF oP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��Acim Ada County Highway District 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 22 of 101 37+00 38+00 39+00 40+00 41 +00 42+00 pIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII11111111111IL r r- - r r 2606 r = 2606 r r r 114.08' Vertical Curve r PVI Sto 36+57.04 r 2604 PVI Elev. 2594.55 - 2604 K=129.27 r Right TBC r r r- - I~ r 2602 ' = 2602 rr 59.05' Vertical Curve PT Sta.41 +87.02 co ;0- PVI Sta 36+90.47 r- � � � PVI Elev. 2594.69 TBC Elev. 2597.17 - �_ - ,an'o K=127.73 Offset 29.50'Lt. PC Sto.41 +57.02 2600 r- N �? Left TBC TBC Elev. 2596.37 2600 r ►� � rn r O N N 41 - _ Offset 59.50 Lt. [ w End Sta.41 +57.02 �, PT Sta.37+44.27 PC Sta.37+80.42 r- m TBC Elev. 2594.33 TBC Elev. 2594.49 - r a- � o TBC Elev. 2595.29 Offset 59.50 Rt. Offset 59.50 Rt. PC Sta.40+90.26- Offset 89.98'Lt. 2598 +; End Sta.37+44.27 End Sta.37+80.42 TBC Elev. 2596.69 2598 r o J TBC Elev. 2593.65 TBC Elev. 2593.47 Offset 29.50'Lt. _ r + N o Offset 85.00'Rt. Offset 85.00'Rt. r ri ai PT Sta.38+10.42 r o (D N TBC Elev. 2595.29 41 259 6 r N w °' Offset 29.50'Rt. TBC LT. & Rt. 0.50% � r 0° - 3.57% o_ 1- o _ o Existing Grade 3.21% (b N ® CL - N PP E, Exist 12" PVC Irrig 2594 � -1 .02% J�_-2 6 % 71707:. : Exist 12" CPP Irrig� 2594 N � .02%� 12" SD 433 LF �~ 12" SD 93 LF ® 0.22% � Z r ® 0.22% f I EX NG It 2592 f Exist 8" w 2592 PC Sta.37+14.08 EX NG u EX NG - LP r- TBC Elev. 2594.81 Offset 29.50'Rt. � I~ 2590+ 2590 �_ Sta. 37+51 .94- t Catch MH C7, 5.50' Lt. PT Sta.41 + 0.26 w Rim Elev. 2595.02 TBC Elev. 2596.21 Sta. 41 +88.52 - o -- Offset 59.50'Lt. Catch Basin C8.W, 28.00' Lt. a [ 12" Dia. Inv. 2592.36' (S)--� O r---_ .74 N588 12�� Dia. Inv. 2592.46; (N) - - - -_-- _ - - End Sta.41 +20.26 12" Dia.RInv. Elev.259325 96(� 2588 ~ 12 Dia. Inv. 2592.46 (E) - TBC EGet 89 98 Lt ev. 2595.23 Add Baffle Plate to East � - -- ---- --- - _--- Sta. 41 +88.53 - C Pipe Inlet, Top of Plate - - - Catch MH C8, 5.50' Lt. Set At 2593.00 - 0 Rim Elev. 2597.20-�� ----- ---� - 12" Dia. Inv. 2593.52' (W) N 2586 Exist 12" Dia. Inv. 2593.42' (s)- 2586 w Sanitary V) Sewer w I~ _J � r Q ~ 2584 12584 Q OCY- r N ~ I~ 2582 2582 z r Z ~ 2580 ;� 2580 Ld 0 - / I~ / I~ 0 2578 2578 I~ r 0 20 40 60 Z r 2576 r 2576 Plan scale L r o r 0 o [ 8 2574 2574 w D 5''\O NA L j N O �/< G\S T C m J a � �o 7� = J NOFo N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS -4tAcm Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 23 of 101 www.achdidaho.org N O T E S \T3 N R 1 W Sect 14 I I I x x-tea-x \ 01 Removal of Obstructions, Item 201 .4.1 .C.1 x I x I O r JF- 02 Remove Tree (6"+), Item SSP 29093 O 03 Trim Tree, Item SSP 29090 II x O 04 Retain & Protect x I 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 I I ix I � O x 06 Remove Fence � I I 07 Remove & Reset Mailbox, Item SSP 25080 x I I r O 08 Remove & Reset S I Sprinkler stem' Item SSP 29101 I \ O p System, =mac - x _ x I Parcel 1 8 r 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 515 x O ITobias Woitke 10 Sod Repair, Item SSP 29064 R8956001690 0 II \ 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 Driveway Parcel 1 7 x l /P cel 91 x x 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP Conc 11650 ° Kenneth Grapatin & Julia Family \ x Nam M Yd'a rri ion District 29064 \rust 01/14/2022 / r 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 Parcel 15 R8956001797 O 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 Tap stry Subdivision Q o Homeowners / 22 Concrete Driveway Approach, Item 706.4.1 .F.1 ssociation Inc ° ° a 5' 10' 861 270010 ^\ \ / 28 29 26 3/4" Crushed Ornamental Rock, Item SP 25007 12 98 +24.66 5 10 27 Casing, 18" CMP Sleeve for 12" PVC C900 Irrigation 04 48 + 7 03 \ 1 1 ' 65.50'Lt. 28 29 O g' g 10' Utility +41.41 20 5.00'Lt. 7 f Extend Pipe Over Kennedy Lateral 12 98 / ' ' 64 +24.83 +69.38 28 (Typ a3) \ 5 10 53 to Exist Ditch \ +91.66 03 Easement (Ex)) 65.00'Lt. 08 10 12 65.50'Lt. 52.50'Lt. 70.50'Lt. 70. 10'Lt. 28 Asphalt Repair - Other, +41.37 17' Ease Gr vel 50 52 +61.96 28 29 52 50 (Typ 2) +69.29 18 Ease ) \ p p Item SSP 08125 08 10 12 55.50 Lt. �) 60.00'Lt. ° 08 1 0 12 +91 8 52.50'Lt. I/d 52.50'Lt. 13 Ease T) \ Item SSP 02020 p + 1.82 � 29 Gravel Repair, \ Grass • 78.30 01 01 13.5' Ease(r) 6 .00'Lt. �. • 08 10 12 r • +88.14 ACHD Sidewalk 5' Ease(T) ; 52.o0'Lt. 53 ° 56.68 • • 01 53 �• ; 52.50'Lt 30 Concrete Repair, Item 706.4.1 .G.1 Easement Ex W �Stum W G s 01 - 52.00'Lt. ^ ° 30' 27 • + 01 • • ( ) 4 Ease(P) �, p y� • 53 4 Ease(P) i . �, �, � . 77 Begin 4.10 52. 0 Lt. 6 Ease(P) 01 6 Ease(P) 48 Connect New Pipe to Existing Structure, Incidental To .-.�. .-W.-.�.-. �. •��.w..... ..:.. . Item 601 .4.1 .A.05.12A 2011 nc 1 . 3 03 W W W W y R/lN - W��R/VMY-•-� - 46.50�t. 00 26' C nc 53 1 20 50 12" Dia. Gravity Irrigation Slide & Gate Type C-8, Item Irl /� - - � +94.58 46. Lt. /71 20 +34.58 12" 26 01 05 st p 20 02 +64.58 20 22' 20 22' 602.4.1 .K.1 .12B 02 Z Priv e d 02 26 Typ. 52 Standard Irrigation Box - Size 4'x4' O.D., Item O 0 +24.58 f - 3 602.4.1 .M.1 .B Q --- F3 -- P F - F Gr ss _ _ rass p O Sig 22 n cn Typ. 26 Ditch aM/ ave / 3' Picket Fenc P/L k92 U paved - P/L Ur�a�ied - 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A p rivewa 22 TYp. 75 x x x x x x rivewa 3' Picket Fence 22 o p O 01 OHP HP OHP 17 OHP y x x xEll x Driveway I� �? O 0g 17 Mail Ir OHP + oC P II B 0o 09 01 05 07 • " Typ. 26 t Off Gravel O o 64 Gate 4' Metal, Item 2040.4.1 .B.1 Mailbo Pol Mai x O � 0 N EP EP LE�C 06 FOC FOC FOC + � 07 I EF3 01 Irr P F3 EP EP EP P 07 EP 10N 69 Removable Bollard, Locked; Item SSP 20020 Structure\ \ N 00 43+00 /"/ 11 44+00 �� 45+0 P Pole 01 F3 P 06 d 71 Kennedy Lateral Crossing, See Sheet 48, Item - N00°33 17 Epp 46 N B 704.4.1 . .3 o J Foc Foc o 01 Culvert_ FOC 1 IAII'1 - a 01 74 53 W \ Piping S L N Foc Foc 75 Landscape Areas, See Landscape Plans And Details Al & _ FOC FOC O A3 Sheet 39 � � - r, J 4 W 12" PVC G G W 01 on O C) W F3 G G G G O 17 48 1 1 01 urb W 75 P W w 01 W 75 Typ 12" PVc W - o 76 Gravity Retaining Wall - Cut, See Detail Al Sheet 39, O 22 26 In t 17 22 07 Curb 26 Typ. N Item SP 20113 3 Brus ( ) 01 n P s • 05 on 02 77 Gravity Retaining Wall - Fill, See Detail A3 Sheet 39, 4.1 1 E o / Item SP 20113 w nc 91 Relocate Light Post, Incidental TYP 26 20 / +59.59 01 02 /\ q� Q� /060" +99.59 36' 27' halt b 20 rl +69.59 rass g Q Driv way `60 F3 02 1 n 76 �r ss 22� J +39.60 20 24 Y 92 Concrete Driveway Turnaround, Item 706.4.1 .G.1 P �v w _w w v w w . W W F W 02 W w.; W a ° 98 Hydro Seeding As Required, Item SSP 29060 LP`L / • / �.R/ R R/ Q •.•.�.•wt•.••iY••1<• ••'i �•y'•0400,60000• • Irr . y L Begin 7 6 R � W a4' Ease(P) B 48.0 'Rt. 02 05 3' Ease(T) 0 04 48 05 P + .62 ° a 3' Ease(T) i 08 10 12 W 69 Gras .51'Rt. +32.62 +65.62 -• Po t° 76 Begin +10.98 0.00'Rt.50.50'Rt. • °N W � 30 10 6' Cedar Fence m 52.00'Rt. (Typ 4) 08 10 12 \ 92 •• •• x47 50'Rt. x x 08 10 12 x " 7 Ea (T) +40.84 N 6' Vinyl Fe ce +01.36 O �0' 28 65.09'Rt. � +17.31 Z X - N M I D 66. O'Rt. \� Fo20 Ease(T) s@ , _�x -X 6' Vinyl Fence_ +65.55 50.50'Rt. �'O 20 �- �-- � 67. Rt. 91 Future Roadway Easemen / �' \\\ +17.25 O BENCH MARKS : o � \ 11 � + sement Ex Z X) / + .49 65sQ6ck. 67.50 Rt. wParcel \ 7 .62'Rt. Drivew COI 30' Landscap \� 191 _ Stetson Homes c o o Easement (Ex) . 10 Utility Bta.#43+30.68/ 7312" 1o;nRt. Rod 14221 R513547002 \ r' a / Parcel \4 Eas ent (Ex) N: 705137.80 E: 2449387.78 < / Gravel 3 1522 \\ \ \ Elev: 2596.09 Di z / � ana Kenig R5135460440 \ N \ \ \ BM #192 - 1/2" Iron Rod 14221 o \ / x , 01 \ 10 N l \ \ Sta. 44+32.83, 73.0 Rt. 1-1 /Q \ Easement (E I x x8 Parcel \2 N: 243 9.95 J 1577 E: 2449388.7.74 0 20 40 60 z \ Elev: 2594.30 Riley Johnson Z ��(/ Q°�G �Op��O a O R5135360310 Z O Ease P/� P/r -x- �� '� Plan Scale (Ex) ° 0 �� \ ° x Parcel x x x 6' Dogeared /\ op e ar n 548 ■ / \ \ Mushreq Abdulsattar Al Zubaidi O o \ \ `n R5135360330 e z / Ld 0 /� AsPha t I r) X SRO NA L F T3N R1 W Sect 13 ��C��G\ST FC Z. J O N E OF\9P�•ZQ N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 24 of 101 � www.achdidaho.org 42+00 43+00 44+00 45+00 46+00 IIII11111 „ 1 1 111 IL 2608 _- 2608 2606 - 2606 2604 K = 2604 200.00' _ Vertical Curve — PVI Sto 43+20.00 PVI Elev 2597.84 2602 K=84.56 — 2602 Right & Left TBC — .N — r — � d 2600 J — 2600 + N O � - j a) 200.00' — N I�, Vertical Curve w a oN 0) J PVI Sta 46+00.00 — j m � N Of PVI Elev.2592.62 2598 K o_ P o � ; Q; � K=88.30 = 2598 i `� � Right & Left TBC — o 0.50% TBC LT. & Rt. N �`' i O - J = ~ U 00) - N F— > m Zt-_ + L')O — o Existing Grade > rn — 2596 ® cL ° °' N = 2596 N (n W - f - (� o ~ 12" Irr 97 LF —1 879° a ~ o = EX NG I @ 0.28%It I z 2594 J = 2594 12" Irr 78 LF — p —0.87% _ N 2592 K EX W I I 4-Kennedy Lateral —� 2592 \ 6'x3' Box Culvert M LO 12" Irr 241 LF � Exist. Sta. 42+25.27 — a 48" Dia. Irrig MH 4.10.A(E) —Exist. Sta. 43+08.22 @ 0.49% _ cn 48" Dia. Irrig MH 4.1 1 (E) 2590 50.03' Lt. 25.55' Rt. 2590 g Rim Elev. 2596.50 Rim Elev. 2596.94 — 12 Dia. Inv. 2592.72 (S) 12" Dia. Inv. 2595.00' (W) ` Sta. 44+09.1 1 — 12" Dia. Inv. 2592.74' (N) 12" Dia. Inv. 2594.98' (SE) 4'x4' I.D. Irrig Box 4.9 Sta. 43+07.62 49.02' Lt. — 2588 Exist 12" PVC Irrig 4'x4' I.D. Irrig Box 4.10 Rim Elev. 2595.98 = 2588 Ll 49.00' Lt. 12" Dia. Inv. 2594.23' (S) — = Rim Elev. 2597.51 12" Dia. Inv. 2593.74' (W) _ V) 12" Dia. Inv. 2594.83' (E) 12" Dia. Inv. 2591 .00' (N) — w U_ 12" Dia. Inv. 2594.51 ' (N) —_ 2586 ~ 12" Dia. Inv. 2593.46' (S)- = 2586 Q Q � — N � - 2584 Exist = 2584 � Sanitary _ z g ewer _ w 2582 = 2582 0 , M - I - o U , N 2580 r = 2580 0 U - - 0 20 40 60 J � - 2578 = 2578 Plan Scale o KELLER s 2576 = 2576 w U \o NA L FN o a � �C �o = J NE of o � Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (J R CAR .,Ajwm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 25 of 101 www.achdidaho.org �- -� N O T E S T3N R1 W Sect 14 v v Q�' o O 01 Removal of Obstructions, Item 201 .4.1 .C.1 el / X O X Remove Tree (6"+), Item SSP 29093 I 'O P/L ' ° ° C 03 Trim Tree, Item SSP 29090 X X 0 � r \ x 04 Retain & Protect � X 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 O x x I 06 Remove Fence I X x X � \ 07 Remove & Reset Mailbox, Item SSP 25080 X I x X \\ 08 Remove & Reset Sprinkler System, Item SSP 29101 x I Parcel 20 \ 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 Parcel485 X O 465 O x Parcel 22 X� Parcel 24 0 0 I 0 I 428 396 Liz Hansen x C rries Place L C 10 Sod Repair, Item SSP 29064 R8956001620 x x Michael islop R all V Berthoud X X R895600107 I R93757900 x Parcel 2 3 9375790050 } + II k 422 X 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 x x +/ P` Tom J Hislop \ 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP X R9375790060 �� I � X O 29064 \ \ ° 14 Sawcut Incidental To Project, Incidental To Item O X 81 4.4.1 .A.1 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 o 5' 20' +71.4 28 25' x 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 71.50'Lt. X 28 29 +90.81 18 3-Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 ` +71.41 ,� 71.42'Lt. 2 5' 56.50'Lt. +90.75 +27.66 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 +51.46 56.50'Lt. 70.60'Lt. 28 53 15' Parcel 21 , +56.66 04 48 0 2l Transition From 6 Vertical Curb to 3 Rolled Curb 71.51'Lt. 19, se(T) 15' se(T) 08 10 12 7o.49'Lt. +03. 1 .23 '`/ Whitestone Estates HOA Inc O 14' Ea e(T) + 6. 1 65.50'Lt. o 5 5o'Lt . W 56. 9'Lt. 56.50'Lt. R9375790020 X o 0 0 04 22 Concrete Driveway Approach, Item 706.4.1 .F.1 Q \ + 1.37 • 20 +27.61 i •i 08 1 0 1 2 +501t. �� r� ems- � - - L X- X wood- Fence Lx x W W 53.50'Lt. 4.6(E)- - ---� ---� \ ® x- wood - / 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, 53 4702Lt ` 10' Ease(P) :W : -- - ----�_--- ---- Item 706.4.1 .H.1 .C.C3 ( ) 53 Ease(P)4 53 56 50 (Typ 2) - -- --� - �- �- - �--- -� +d �0*90 3.23 01 „ 08 10 12 03 03 5' Ease(T) . • W • • W• •• ••a • • • 1 53 50'Lt. 18" 03 03 20 18" 24' 20" 26 3/4" Crushed Ornamental Rock, Item SP 25007 N w 01 asss-�� -.�_� -0raas z mesas 03 2' Ease(P) 03 03 - R/� /W 4 7 ' �..�. ._`..�.,�. '-. ',�,. .. .. .....�.•�r •�••zz �� W 28 Asphalt Repair - Other, Item SSP 08125 +14.29 20 End 77 33' +14.58 01 Rock 22' 03 05 °° a + 6 48. o'L .co 0 29 Gravel Repair, Item SSP 02020 06 Wall +84.58 Irr ry 46.50'Lt. +54.58 +24.43 20 +94.58 +64.58 Co c o - z Catch Basin - Sediment Box - Type A, Item Z 0 602.4.1 .H.1 .1000 oLn L PF2.3.W As Ma - A halt P/L - 01 0 37 12" PVC - C900, Item 601 .4.1 .A.05.12A Drivesa 22 L jDri e O gn 0 02 vel �T�y 01 HP 22 O7 OHP 05 oHP 17 oHP -TYP 26 Unpaved o P oHP TYP 75 oHP sl off c° " Item L? 0 02 6 40 48 Dia. Storm Drain Catch Manhole, F P oc 41 75 F c 01 Fob Foc Foc Eoc Eoc Fo Foc N E EP EP EP 09 `° 09 U� 0 602.4.1 .E.1 .048 o 56' 37 F3 E EP EP Culvert EP EP - EP EP 01 EP 26 Typ. _ EP EP 15 F3 rn + +19.91 +89.55 +59.55 +29.55 +99 58 41 Catch Basin - Type I, Item 602.4.1 .F.1 P EP EP EP N 04 0 Cn o0 05 01 P F3 S CINDER ROAD � YP N W 47+00 N00°33'17"E 48 ° 43 Seepage Bed 3' Depth x 10' Width, Pipe Size 18", Item c +00.00 o c 1 1 G a, w o.00't. SP 06004 <D +54.55 +24.55 > w Foc Foc FOU�Q +94.55 +64.58 45 Groundwater Observation Well, Item SSP 29110 Ln a' 41 01 P c Asphalt 01 31 G 01 o Foc c 15 � 01 TYP o 75 Foc G Asphalt c 01 0 g N Inl W 37 let cur le 05 09 Foc o � 48 Connect New Pipe to Existing Structure, Incidental To 12" 17 Curb I e 05 N g° Item 601 .4.1 .A.05.12A Lq - 17 C n 37 6 Typ. 75 Typ. 26 05 0 F2.4 17 F2.2 45 c nc 45 Lq 50 12 Dia. Gravity Irrigation Slide & Gate Type C-8, Item 01 F2.3 602.4.1 .K.1 .12B 9 09 - d 26 52 Standard Irrigation Box - Size 4'x4' O.D., Item 1 24 37 40 24 Grass +49.59 +19.59 602.4.1 .M.1 .B w +04.68 +89.59 +59.59 +29.59 +99.59 20 u 01 F2 1 24" 0 20 Slyn01 �+- stu 30'° N 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A g Future 76 En 01 R 02 R�WU - „' R/V(I - �R yj( -� 24" R W_W Y v } Roadway W Begi 76 W y 40 87 02 W W W W W W 01 y W W W W W W W W W W W W W W �s P �4� 02� W W -W .,. 56 Standard Irrigation Box - Size 10'x4' O.D., Item a Easement + 0 21 W o ® 0.5 7 Ease(P) 7 Ease(P), 2¢ 7' Ease(P) 77.3 602.4.1 .M.1 .0 0 08 p 43 Bed 2 - ( ) 02 +06. 02 7 Ease(P) 75 Landscape Areas, See Landscape Plans And Details Al & a (Ex) ® vs 21 W e 6' Cedar Fence 02 08 10 12 +77.30 . � 09 ell Fo 18 �° X +08.27 x- X x J 52.5 ' +77.3o A3 Sheet 39 +$2.2 6' Cedar Fence ® 6' Cedar Fence +06.42 6' Cedar Fence z +32 28 l 8 0 47.50'Rt. a x x x x x x x x x x x x x O3 6' Cedar Fence 52.50'Rt. 10 12 58. Rt. X x x x x x x x x x X-x x x x X 00 2 +04.44 g 76 GravityRetaining Wall - Cut, See Detail Al Sheet 39, g 3'Rt. `X 54.5 'Rt � 0 V o n 63 'Rt. 54.50'Rt. , X a 9 j +32.27 -- D a 20 + 1.37 X Future Roadw Item SP 20113 Z 62.17'Rt. 20 5 'Rt. X I Easement (E ) X 77 Gravity Retaining Wall - Fill, See Detail A3 Sheet 39, Z 14 0 30' Landscape 01 311 o 08 10 12 ° I X X X Item SP 20113 04 0 0 5.00 �I 30 Landscape Easement (Ex) 5.00' X i Easement (Ex) 87 ADA Compliant Grating Or Manhole Cover Q 10 Utility c, I X X \ I 10 UtilitEasement Ex X sement BENCH MARKS : W X I \\ I X x o x x 61 BM #193 - 5/8" Iron Rod No Cap 0� XSta. 46+57.29, 0.1 ' Rt. U Q Parcel 51 Parcel � nc - 547 \ a a \ N: 705465.10 0 20 40 60 of F-of Driveway J 563 I e inald�A Kendra x x E: 2449318.00 z o Capri Lee Ann Younger X R5135360070 \ \ Elev: 2592.42 Plan Scale Q R5135360080 x x oX ® Parcel 49 Parcel 48 0 _ � Z O Z I 519 I 501 i Parcel Mario Riccardi Jr.D o Tyler J Purchase Molly Fernlund \ 479 00� R5135360060 R5135360050 M KELLER 6' D geared o Cedarx Fence P/L R5135360040 Ld 0C� \\t-- � _ �PJ Driveway , T3N R1 W Sect 13 ® S\ONAL Fey J O N O F OF\OP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �p AcFw Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 26 of 101 � ffi- www.achdidaho.org 46+00 47+00 48+00 49+00 50+00 51 +00 r r- - r r 2606 - 2606 r r r r- - r r 100.00, 2604 Vertical Curve = 2604 r PVI Sta 49+60.00 _ r 4-; PVI Elev.2594.60 af r K=1 10.90 _ � Median TBC 2602 Q4 � 0 200.00 + 0 J + Ln J = 2602 Vertical Curve °' N N' (0 o (° PVI Sta 46+00.00 6 > ri ° > r'i r- PVI Elev.2592.62 V) w N w a - K=88.30 2600 [ Right & Left TBC N M N � � 0 100.00' o_ m0 _= 2600 Vertical Curve [ Rio- 4--;� PVI Sta 49+60.00 - r PVI Elev.2594.06 _- N ` K=1 10.91 o J it Right & Left TBC 2598 End Sta.46+74.45 �: = 2598 TBC Elev. 2592.39 + N-0 Offset 75.06'Rt. 5 0) POC Sta.48+00.83 0 to -J 00 PC Sta.46+74.50 ° - `V TBC Elev. 2594.05 + �o o 0) J r- PC Sta.46+08.45 cr) w - r TBC Elev. 2592.65 a, rn `� 0- TBC Elev. 2593.12 Offset 0 Rt. + N . Offset 59.59 Rt. 5 °' o 259 6 Offset 29.50 Rt. > F w ° ° N - 259 6 o_ � o PC Sta.48+04.50 � r End Sta.46+38.40 -PT Sta.47+04.50 TBC Elev. 2593.98 v (1) w - r TBC Elev. 2592.40 TBC Elev. 2593.03 Offset 3.67 LT & Rt. > m � C) N TBC Median Curb Offset 74.94'Rt. Offset 29.50'Rt. ~ a m o Lt. & Rt. - N PT Sta.46+38.45 2594 TBC Elev. 2592.63 TBC LT. & Rt. 0.40% .- 2594 NOffset 59.53'Rt. 0.40% - f Existing Grade - a 2592 � -1.06%� � 0.81% -� 1 _= 2592 -0.40% 0.40% Exist 12" HDPE Irrig 12" SD 35 LF 000ao "00"'0 000 _ o ® 0.22% o000000000 12" Irr 146 LF �_ - 2590 _ 2590 � � EX NG EX NG w ......::::.:.:: . :. Q ~ 18" Perf Top ;;;;;; :::�;;r`�: - V' ~ Half S=O� 2588 C 2588 g ~ L Sta. 46+06.96 [ Catch Basin F2.4, 28.00' Rt. ~ Rim Elev. 2592.69 12" Dia. Inv. 2590.28' (N) -Sta. 47+14.42 o ~ S Bed #2 39.50' Rt. -2586 Exist Sanitary Sewer 2586 364' x 10' x 4' - w 18" Perf. FL Elev. 2589.53 n Bottom Of Sand Elev. 2587.53 w f- Bottom Of Rock Elev. 2589.03 - O Sta. 47+09.42 Top Of Bed Elev. 2591 .53 2584 Catch MH F2, 39.50' Rt. _- 2584 Rim Elev. 2593.23 ` Sta. 48+03.31 12" Dia. Inv. 2589.85' (W) 4'x10' I.D. Irrig Box 4.7 - < ~ Sta. 46+53.78- 18" Dia. Inv. 2589.53' (N) 49.00' Lt. 4'x4' I.D. Irrig Box 4.8 Sta. 47+07.76 Rim Elev. 2592.12 o 48.98' Lt. Catch Basin/Sediment Box 12" Dia. Inv. 2589.51 ' (S) m 2582 , Rim Elev. 2592.35 29.92' Rt. 12" Dia. Inv. 2590.11 ' (W) _- 2582 cn 12" Dia. Inv. 2589.80' (S) Rim �Elev. 2593.05 12" Dia. Inv. 2590.11 ' (W) g r 12" Dia. Inv. 2589.80' (N) n 12" Dia. Inv. 2589.87' (E) 12" Dia. Inv. 2589.97' (S) - z N 2580 - _= 2580 o Sta. 46+68.24 ~ Catch Basin F2.3.W, 28.00' Lt. - o �~ a ~_ Rim Elev. 2592.50 - "i ;~ 12" Dia. Inv. 2590.27' (E) 2578 _= 2578 i Sta. 46+68.24 r Catch MH F2.3, 28.16' Rt. - 0 20 40 60 Z [ Rim Elev. 2592.52 Z 2576 12" Dia. Inv. 2590.15' (W) = 2576 Plan Scale 9 - 12" Dia. Inv. 2590.05' (N) - o r 12" Dia. Inv. 2590.15' (S) - � r KELLER o ~ g 2574 2574 LU 5s\O NA L FN 0 G\S T C m �o = J N I 0 F OF\o N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 27 of 101 ,S4ACHDwww.achdidaho.org N O T E S T3N R1 W Sect 14 01 Removal of Obstructions, Item 201 .4.1 .C.1 p Light ost Q Remove Tree (6"+), Item SSP 29093 ° 3 ��d O p 03 Trim Tree, Item SSP 29090 � st \\\\ x x x Q 04 Retain & Protect p�< 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 x Parcel C25 I x Z O O 08 Remove & Reset Sprinkler System, Item SSP 29101 374 2 7 \ W 0 Parcel 2 6 Parcel \ Parce 2 8 uJ x 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 Liane M Hihath x _ R9375790040 Larry E 3Pomerenke Kenneth 1J0 Olguin \ Jennifer O'Neill ♦♦�^^ Parcel Item SSP 29064 \�\ R9375790030 \ x R9375790010 v 250 10 Sod Repair, d R9375790230 Robin L Smith \ 3 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 \ R9375760020 n'_1 < U x ° ° °' 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP \ \\ 5.00' 04 5.00' \\ 29064 \ 14 Sawcut Incidental To Project, Incidental To Item \ \ Parcel 2 9 14 X 814.4.1 .A.1 _ _ 30 0 20 � � 01 Parcel 15 Mountable Vertical Curb (No Gutter), Item 706.4.1 .A.3 Whitestone HOA Grass W o \ R9375760220 08 10 12 ; � (0 20 Whitestone HOA 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 L R9375760010 +23.10 : l 7 08 10 12 18 3-Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 a 17 Pa 21 X64.51Lt. J. o P Q > v v x 0 I +22.06 U O , • 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 Whitestone Es to HOA Inc 04 o P 01 58.97'Lt. �• o • +83.15 � � , 64. 01 Concrete /all 04 x 04 i h 01 . +8 04 21 Transition From 6" Vertical Curb to 3" Rolled Curb x 04 - x e _x -6' Weod�en - R9375 20 ¢ I r +8 5 cs � 0. � o --� 03 � ®--� -�-�-- �- 03 �-- - -- x + �-� - � ' w od Fen e 02 04 02 x - X 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, - 03 ---+ - -� 62 09 - �--�- - ` - x - x- Item 706.4.1 .H.1 .C.C3 20" 08 10 12 03 + 8. • 03 6' Wood Fen 18 1 46 50'L . 30 8' Ease(T) 0° 05 8' E e(T) 46.50'Lt. ®® y ` 51. 0'Lt. 01 08 10 12 01 Grass W W � n Begin 76 +25.79 4" T 26 3/4" Crushed Ornamental Rock, Item SP 25007 43 03� y N _ 47.50'Lt. 4 Ease 03 .�.- .+..♦-. y�y .•. • �� : :� • • - W w w ✓ W W w w w 3 W w w w W W rates (� W W 30 Concrete Repair, Item 706.4.1 .G.1 +34.58 Cnc �� 24 31 Catch Basin - Sediment Box - Type A, Item +04.58 �+714.58 01 �, +44.58 01 +52.81 20 602.4.1 .H.1 .1000 24 i 37 12" PVC - C900, Item 601 .4.1 .A.05.12A SiLn oHP G2.2 HP 40 48" Dia. Storm Drain Catch Manhole, Item co H OHP Unpaved 0 o O P t -OHP OHP Typ. 75 Typ. 26 17 \ 09 OHP 26 'n 602.4.1 .E.1 .048 z � o Foc FOC Foc 05 ost P 41 F3 °HP 01 a- + 01 EP EP EP P E EP FO FOC EOC P FOC EP EP EP 1 7 75 TEP EP N E 15 T 01 N Foc Foc Yp Foc + 41 Catch Basin - Type I, Item 602.4.1 .F.1 YP• 75 F3 EP EP - EP 01 EP a +68.66 oNP +00.00 F3 11 Se cv co 43 Seepage Bed 3 Depth x 10 Width, Pipe Size 18 , Item 0.00'Lt. S CINDER ROAD 53+00 ,� 55' 37 10 FM Sew SP"' SP 06004 � � - � ew 10" Sewer N00`33 17 E 54+OQ 55+00 ° +34.58 - 5 -0 45 Groundwater Observation Well, Item SSP 29110 o J School ,fJ Asphalt 05 G Q, o --Flasher_G TYP 26 G �s, 01 G 01 L F37, P W W Asphalt J 46 Adjust Monitoring Well To Grade, Item 2030.4.1 .D.1 oCn� 01 Foc FOC Foc 31 G G G See Signal Plans, N 05 4.5 Curb Foc 17 Foc 05 01 0 62 Pedestrian Hybrid Beacon, g 0 o In I 46 Foc Foc ur w -10" PVC w 1 75 ` . v 1 131 .01 .01 Item Q u7 Bea o AAA q; 75 Typ. C nc 05 05 Typ. 26 6' 37 09 F01 Foc Curb 17 05 a-) � 45 ono 26 75 Landscape Areas, See Landscape Plans And Details Al & G2.1 01 1 114 1 1 02 A3 Sheet 39 g n 24 76 Gravity Retaining Wall - Cut, See Detail Al Sheet 39, �_ +69.59 20 +39.58 +09.58 09 Item SP 20113 24 Grass Q 1 o m 28 2 20 N +87.82 87 ADA Compliant Grating Or Manhole Cover vi WR/ 4W / - v W W G2 62 subs si 24 w 02 02 y - WRW /W� - �-- R/W 87 40 02 o�i n /Wy y y /W 02 16 03 " 76 nd R/ W 7' Ease(P) 47.50Rt. 7' Ease(P) 43 / 5' Eas-e(T) 02 +59.72 ®+59.70 7 Ease(P) 02 7' Ease(P) 47 50'Rt 01 s y 24" W } 52.50'Rt. x x x x x x x 47.50'Rt. Bed 3 6.40 +03.45 Sign W W2 21 W W W W �' dor F ce x x 180®® x x x X x x X x 54. 08 10 12 5 E 9 W +9 6 t�4;J0'Rtx @ T Si n a > x x x x x } as (� 9 +25.64 6' Cedar Fence 6' Cedar Fence Cedar Fenc ture Roadway eda Fence 02 46.50'Rt. 52.50'Rt. • • 08 10 12 o ° ° osement E 02 pg 21 O i Future Roadway o o • � 1 X +26.45 Future Roadwa N Easement (Ex) x +28.10 . U b +78.10 60.76'Rt. 51.48'Rt. Easement Ex x m \ 62.06'Rt. • U 01 CO) 65.98' t. 04 z 30' Landscape x 67 29'Rt0 18 04 0 g X Easement (Ex) \ 01 18 ic \ x n \ • C me 0 10 Utility x ., Easement (Ex) x o 20 14 ; rive°ay X I ' . 14 30 x BENCH MARKS : of \ \\ x 08 10 12 _ _ - x » o Light 20 BM #195 - 5/8 Iron Rod No Cap o \ t ;St 04 \ > \ x I \ 5.00 5.00 42 Sta. 53+19.38, 0.2 Rt. Parcel N: 706127.16 z Parcel 46 x Parcel 45 Parcel 44 1580 " E: 2449324.56 w 461 455 441 Parcel 43 Stephen L Craig Elev: 2591 .62 June Harr Claudina Engle Diane Wheeler \ 1571 R5135350020 i x 5135360030 R5135360020 R5135360010 Jeremy S Cole rove R5135350170 Conc 0 20 40 60 z \ Driveway a \ _ / �C } x Plan Scale \ o o \ Conc Z \ J \�- 0 00 Light LU x Post o / ; / I Conc 00� o x LU ■/ Driveway �� I Conc 0 \ �L x • z Driveway Driveway g P/L - /E Conc / v O T-F] I T-1 I I I T I I I I I k �,\o ci T3N R1 W Sect 13 GIST "NA L J O N -OF�OP��Q N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 28 of 101 51 +00 52+00 53+00 54+00 55+00 56+00 pIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII11111111111IL r r- - r r 2602 - 2602 r r r r- - r r 2600 _ 2600 r r r r r- - I~ r 2598 _= 2598 End Sta.54+32.58- _ r TBC Elev. 2589.90 46.83' Vertical Curve [ PC Sta.51 +95.76 r- Offset 99.98'Lt. PVI Sta 56+03.41 - TBC Elev. 2593.42 PVI Elev 2590.83 - r Offset 3.67' LT. & Rt. PT Sta.54+32.56 K=100.08 2596 TBC Elev. 2591 .10 End Sta.54+73.54 Right & 2596 POC Sta.51 +99.17 Offset 59.50'Lt. TBC Elev. 2590.03 Left TBC _ r TBC Elev. 2593.49 Offset 100.00'Lt. _ Offset 0' Rt. PC Sta.54+05.38- PC Sta.54+73.54 - TBC Median Curb TBC Elev. 2591.82 TBC Elev. 2590.90 L0 _1d 2594 �Lt. & Rt. Offset 29.50'Rt. Offset 59.50'Lt. rn _' 2594 - .50% oo _J PC Sta.54+02.56- + `n o r 18" Perf Top Half TBC Elev. 2591 .84 PT Sta.55+03.54 L N `O S=O% Lt. & Rt. TBC LT. & Rt. Offset 29.50'Lt. TBC Elev. 2591 .33 N - 2592 Offset 29.50'Lt. �' � 2592 U En � m O n -0.50% ., Existing Grade .- � .- .- � � .- .- -1 .51%� �' V�-1 .72% `+0.777. 0000000000 0 CL 0000000000 0 0000000000 0000000000 -1 .56% 1 .63%�� _0 91% 2590 2590 -2.57� cpb`� N Ch 1 .84% -PT Sta.55+00.96 �- TBC Elev. 2591 .34 ..Offset 2950'Rt a r T _ z - s EX ELEC EX NG 2588 -+- _ 2588 C Exist 811 W Exist 12" HDPE Irrig_/ - - PC 2586 Exist 12 PVC Irrig PT Sta.54+35.40 Sta.54+70.96 Exist 12" ADS Irrig 2586 M TBC Elev. 2591 .11 TBC Elev. 2590.98 LO _ Offset 59.51 Rt. Offset 59.49'Rt. End Sta.54+35.39- End Sta.54+70.95 - TBC Elev. 2590.11 TBC Elev. 2590.24 2584 Offset 99.98'Rt. Offset 99.99,Rt. 2584 g Sta. 53+90.94 Qxist Catch Basin/Sediment Box 12" PVC Irrig Sta. 53+89.37 G2.1 , 30.00' Rt. Sta. 53+82.70-1 Catch MH G2, 39.50' Rt. Rim Elev. 2591 .90 2582 S Bed #3 39.50' Rt. Rim Elev. . 5 (W) Exist 12" Dia. Inv. 2589.50' (W) 2582 224' x 10' x 4' 12 Dia. Inv. 2589.50' (W) 12" Dia. Inv. 2589.52' (E) 18 Dia. Inv. 2589.50 (S) Pressure _ N 18" Perf. FL Elev. 2589.50 Sewer w Bottom Of Sand Elev. 2587.50 Sta. 53+92.70 - Bottom Of Rock Elev. 2589.00 Catch Basin G2.2, 28.01 ' Lt. 2580 ' Top Of Bed Elev. 2591 .50 Rim Elev. 2591 .44 2580 r 12 Dia. Inv. 2589.52 (E) � r Q O r N ~ I~ 2578 12578 (n Z g r Z I~ 0 2576 - 2576 r� I~ I~ I~ Exist Sanitary 2574 0 2574 Sewer I~ r 0 20 40 60 z r z 2572 r 2572 Plan scale Q L r o KELLER o o • s 2570 2570 w o 5s\O NA L FN ��'�G\S T C m o �o = J NE OF\� P�Q' o N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS .,Ajwm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 29 of 101 www.achdidaho.org y � ! ` �� T3N R1 W Sect 14 Lust I �, N O T E S �z d 0 a 01 Removal of Obstructions, Item 201 .4.1 .C.1 X I O Remove Tree (6 +), Item SSP 29093 I /r 04 Retain & Protect X I 3 2 Parcel 3 3 3 6 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 Parcel 1 245 Parcel 34 Parcel Parcel IF\ Virginia 38 Gould X USA (Bureau Of 1 0 1 Open 115 06 Remove Fence g Reclamation X Open Door Rent I LLC Open Door Rentals LLC p Door Rentals LLC R9375760030 1 ) R89560002 4� I R8956000222 R8956000210 08 Remove & Reset Sprinkler System, Item SSP 29101 R8956000351 I _ X X I 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 I X 1 10 Sod Repair, Item SSP 29064 Adjust Manhole To Grade, Item 2030.4.1 .A.1 4" Topsoil, Item SSP 25050 & Incidental To Item SSP 0 29064 1 X � I + .11 14 Sawcut Incidental To Project, Incidental To Item 3 0 2.00'Lt. 814.4.1 .A.1 Parcel �o� Irrigation 12 98 2011 ' Pump x 28 29 +98.98 a 16 Median Curb, 20' Sections with 2' Gaps, Location Whitestone HOA CD Station +59.88 78.00 Lt. R9375760010 rus 0 5' 10' 78.00'Lt. 10 Ease(T) +45.23 +g87 2o0'Lt. Callouts To Center Of Curb, Item SSP 07009 02.08 72.00'Lt. 62.00'Lt. 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 ® 08 10 12 0 .00'Lt. I 28 29 Q- +62.60 � _ I + 5.1 1 24' Ease(T) +A28- 53 00 Lt. O � 68. 0 Lt. +84.86 Daylight To ' 16' Ease(P) 12 98 Existing Ditch _ + 16 Ease(T)� . 64.00'Lt. +10.03 9 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 /-5+ - _ rn� +63.42 I . 16' Ease(P) 16' Ease(P) 64.00'Lt. +88.92 Eas4 53 9' +26.38 +56.38 47.50'Lt. 49.00'Lt. 01 +05.57 �. BOX . . 5:0o'-Lt- _ _ _ �.' ; 0000040000000 •••�•{�••••. 62.00'Lt. 22 Concrete Driveway Approach, Item 706.4.1 .F.1 (� +10.03 01 52 20" 4' Ease C3�9.00'Lt. 06 ; 01• _J 24 Pedestrian Ram w Detectable Warning Domes, Type C, W W rases W W W y �.• •� 50.00'Lt. +88.87 p / g YP y y P End 76 _ t. 01 Stump 2' Ease(P) 50.00'Lt. Item 706.4.1 .H.1 .C.C3 d - A • R R/ R/W - - OR/W=y.-r•-r+••....R -�.-rr•-r•i s• 6.1 +23.23 F9 - 26 3/4 Crushed Ornamental Rock, Item SP 25007 + .8 c 20 +92.81 01 26' 06 +62.81 20 22' 20 Typ• 26 24 Box 05 29.50 +97.00 28 Asphalt Repair - Other, Item SSP 08125 +86.29 29 Gravel Repair, Item SSP 02020 o aved i° dN0 26 Typ. ® 01 �Tr Stump Sp rlkl rs r np ve I� 17 41 W riv wa F3 K3.S %er Pole o 37 12" PVC - C900, Item 601 .4.1 .A.05.12A +56.83 ,� x 22 37 o O oHP 22 off 0 OHP T 40 48" Dia. Storm Drain Catch Manhole, Item I O p ° i n n f{R. ood Ra 26 Sign Yp• 75 OHP 17 FOC 41 00 I �? o FOC FOC ry 11 FOC FOC FOC EP O EP F3 I E P EP TYp• 75 EP N � P E 05P EP 72 EP 01 Culvert Sew 0 602.4.1 .E.1 .048 � F3 4" FM Headwall 37 09 P 11 16 � 12" Sewer se o - o s�, Sew I oNP P 41 Catch Basin Type I, Item 602.4.1 .F.1 z 10" Sewer S w +73.83 i Z 00 5 +00 ew 42 Precast Sediment Box - 1000 Gallon, Item a- 6.QD Cam- �8+60 S w N00`33�1S7� Sew ° c 55' 37 10" FM J W Asphalt S LI N D E R AD �, 602.4.1 .H.1 .1000 o G a # # \ J 49 Connect New Pipe to Existing Pipe, Incidental N o Culvert c Ln a 01 W Headwall 01 01 40 W ox? 10" Pvc w > N a, G 10" Pvc w w F3 0 52 Standard Irrigation Box - Size 4 x4 O.D., Item o N 41 Inl T 75 Curb 22 C J1 3 T 01 ° 0 602.4.1 .M.1 .B 0 Yp• 0. 26 TYp _ 17 Typ. 26 02 �� Curb yp• 75 17 � r0 � � H2.E °n 3 .00' t. on 0C FOC 11 F 53 12" RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A F e o nce W FO C nc 0C F ` �' 24 o n n aved r s oNP 72 Tenmile Creek Crossing, See Sheet 53, Item 704.4.1 .A.3 Q + 6.84 , trap 09 Q-TW9ss o 24 +57.74 co 22' a P 37 75 Landscape Areas, See Landscape Plans And Details Al & 7' 37 H2 20 rls ^ 20 P aSi Grass 26 Typ. +51.36 20 g A3 Sheet 39 R/Wl�� • - 02 W W 01 y y y 76 Gravity Retaining Wall Cut, See Detail Al Sheet 39, y W 42 W W W F3 : •' Irr W W Y Y W W W Item SIP 20113 8' �- ° - - f----f----f----f - -- 5 Ease T +56.69 ; 3 f MH y y �. � y 49 37 47.00'Rt. 09.77 ° / 1 1 12 98 000 +01.50 26 w� � / .\ 09 --L 98 Hydro Seeding As Required, Item SSP 29060 08 10 12 + 59 14' Ease(T) / +89.64 47.41'Rt. a s \� 11 : \ Sig�- +0 5 55.09'Rt. + 8 42 0 08 10 12 Future Roadway 52.00 �� 6 .48'Rt. J2 z asement (Ex) 61 0'R o +36. 3 20' Ease(P)_10 +89.64 67. t. 37 37 O1 \ w n 5 ' o' 67.00'Rt. - - - - - a o \� 28 29 i Rgn c' J2.S J2.N off' 0 o +30.2 10 Ease(T) +10.795 41 o �� 7 7.0 'R/� / 77.00'Rt. 41 �� • �� 17 ° ont (E / ��, / / / / 01 17 W 20 m 20 01 Existing ACHD Stormwater z • Basin - Rough Grade o\ `V� 14 05 • Basin To Within 6" Of F / 04S00 ® 7 \Parcel 4 o ov LO N rn BENCH MARKS : ° N Qj N �s �'� / O ^ °' L ding wners h `9� BM #209 - 5/8" Iron Rod No Cap o � n O � S cry ) h N Q Assoc Inc / 00 �� N Sta. 58+62.80, 107.4 Rt. i 5135350010 \ � � N N: 706669.52 3 g z v Parc 1 E: 2449437.02 o cSO"Q Elev: 2593.03 0� a ^� Crestwood Estates H nc M S� R 1 608640150 �V ryh�l 0 20 40 60 z ® / 0 �;gn Plan Scale o ; k o T3N R1W Sect 13 ■ o Pick t k \a� A S S e '477-- - > + / o I .'\O NA L E o��G\ST �Q 0 N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 30 of 101 � ffi- www.achdidaho.org 56+00 57+00 58+00 59+00 60+00 ~ 2604 2604 � 2602 2602 46.83' Vertical Curve PVI Sta 56+03.41 _ PVI Elev 2590.83 2600 Right & 8 123.17' 2600 Left TBC Vertical Curve _ PVI Sta 57+18.41 PVI EIev.2591 .02 End Sta.58+53.23 K=94.00 po TBC Elev. 2593.06 2598 Left TBC o "� +' J Offset 99.87'Rt. 2598 123.17' 00 LO-0Vertical Curve _,� `� 0 1.54% _ PVI Sta 57+18.41 `� 5 - PC Sta.59+84.98 .28 w PVI Elev.2591 .05 -11, +, TBC Elev. 2595, 0M0 00 K=96.93 Offset 31 .00 Lt. 259 6 Right TBC m � PT Sta.58+25.62 'n Co LO Co g 0 o_ TBC Elev. 2592.86 PT Sta.59+00.93 259 6 + 6 J + +' pNO , a,_ co oo _ Offset 70.76 Rt. TBC Elev. 2593.96 LO o u? ,n + N o Offset 30.00'Rt. N ad N ONO 1 N o � po End Sta.58+19.50 1 60q� ~ 00 Cq +; 5 M N 5 o U a', M TBC Elev. 2593.031 v 2594 o J J +' > w �, offset 87.00'Rt. 2.1 1%� / _ 2594 N a_ a_ M + N `r? m m to m m � M 4-- �0.43� 1.88% 1.60% _ LO ; a) 0E- U (DF- o / -1 .95% r� v a) N 93�0. f ci mow +, Existing Grade o 5 m GB Sta.56+29.99 ® CL 2592 a � O TBC Elev. 2590.82 TBC Rt. - L = 2592 N Offset 29.55' Rt. -- PC Sta.58+73.05 Exist Irrig o -- - I -- - ---- - PC Sta.57+97.81 TBC Elev. 2593.21 Li -0.30� 0.33% EX LEC z TBC Lt. TBC Elev. 2592.31 I Offset 48.78 Rt. c ~ : Offset 30.00'Rt. �GB Sta.58+65.65 Exist Irrig 2590 ~\-GB Sta.56+34.99 EX FO 2" SD 33 IF TBC Elev. 2592.87 Sta. 59+83.48 2590 TBC Elev. 2590.81 ® 0.23% Offset 69.34Rt. Catch Basin K3.S, 29.50' Lt. Offset 29.91'Lt. EX FO EX FO / Rim Elev. 2594.82_-�fi �i EX UP I 1.__ 12" Dia. Inv. 2592.13' (N) 12 I rr 45 LF N I I ® 0.23% Sta. 59+9 2588 4'x4' I.D. Irrig Bo 6 08 2588 "' I I Exist 50.63' Lt. "' Pressure } -- Rim Elev. 2596.59 is Aw Sewer Sta. 58+22.73 - �� 12" Dia. Inv. 2593.25' (N) - S&G Trap J2, 69.02' Rt. 12" Dia. Inv. 2594.00' (W) 2586 Rim Elev. 2592.89 a 2586 g Exist 12" ADS Irrig L 12" Dia. Inv. 2589.20' (N) Exist Pressure Sewer 0. L--Sta. 58+61.42 Exist Sanitary Sewer _ 12" Dia. Inv. 2589.10' (W)- Catch Basin J2.N, 74.63' Rt. Exist 12" RCP Irrig12" SD 81 I Rim Elev. 2592.41 c� ® 0.22% 12" Dia. Inv. 2589.40' (S) Exist Storm Pipe N 2584 [ To Storm Basin 2584 Sta. 56+31.96 Elev. 2584.2 Exist Irrig N S&G Trap H2, 38.59' Rt. � Rim Elev. 2590.94 Sta. 58+26.62 Li LJ_ 12" Dia. Inv. 2586.94' (W) Exist Tenmile Creek-� Catch Basin J2.S, 72.79' Rt. Q Pressure , -12 Dia. Inv. 2586.84 (E) 18 x6 Box Culvert Rim Elev. 2592.43 2582 sewer „ , 2582 ---- 12 Dia. Inv. 2589.32 (N) o Sta. 56+35.03 12" Dia. Inv. 2589.22' (S) - Exist Catch Basin H2.W, 28.41 ' Lt. Elev. 2583.27 i - Sta. 58+37.62 Pressure Rim Elev. 2590.32 Catch MH J 1 , 20.28' Rt. N Sewer 12" Dia. Inv. 2587.13' (E) m 2580 � �� Rim Elev. 2592.69 2580 12 Dia. Inv. 2588.99 (E) Z Sta. 56+30.01 12" Dia. Inv. 2584.38' (SW) - o Catch Basin H2.E, 28.06' Rt. 12" Dia. Inv. 2584.48' (N) - Rim Elev. 2590.33 Ln 2578 12" Dia. Inv. 2587.07; (w) 2578 a 12 Dia. Inv. 2586.97 (E) Exist _ Sanitary � Sewer i 2576 P 2576 UJ O r cr U r - o 0 20 40 60 2574 � Plan Scale 2574 O KELLER O s 2572 2572 w 5`5\0 NA L FN /< G\S T 4(t C o a 7 �° _ J � P a F OF\� •jQ` N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G' '4 CPA, P .,AAcm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 31 of 101 www.achdidaho.org T3N R1W Sect 14 ❑ N T3N R1 W Sect 11 N O T E S �X ° w X ❑❑ O 3 I 01 Removal of Obstructions, Item 201 .4.1 .C.1 �X ° I I CDw 02 Remove Tree (6"+), Item SSP 29093 CJJ 0 I 04 Retain & Protect 9 X J 05 Reference and Reset Monuments, Item 2020.4.1 .F.1 0 ❑ ❑ 08 Remove & Reset Sprinkler System, Item SSP 29101 X ,I 0 0 0 0 ❑ ° 09 Remove & Salvage Roadside Sign, Item 1135.01 .06 0 17X 0 ❑ i 0 10 Sod Repair, Item SSP 29064 N I � 0 11 Adjust Manhole To Grade, Item 2030.4.1 .A.1 X Parcel ❑❑ O I " 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP � 1625 J I W 29064 ,X Jacksons Food Stores Inc 0 R8956000020 a 14 Sawcut Incidental To Project, Incidental To Item 7 N 814.4.1 .A.1 14 I 16 Median Curb, 20' Sections with 2' Gaps, Location X ® ® +50.01 04 I Callouts To Center Of Curb, Item SSP 07009 X 83.24'Lt. 6.75' 04 ® 01 W 01 +49.98 I 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 7 .82'L . 01 +68.00 I N ❑ 14 +49.98 0 � X 23' Ease T 76.50'Lt. +29.21 LQ 20 Concrete Sidewalks, Thickness 5", Item 706.4.1 .E.1 .5 ( ) 80.06'Lt.60.85'Lt. 54 oee 04 ❑ - - 04 +24.66 ro F' W 17 I 61 23 Pedestrian Ramp w/Detectable Warning Domes, Type A, +: 49 89 08 10 12 08 10 12 64.96'Lt. 6.4W 17 y� +20.17 - 11 Item 706.4.1 .H.1 .A.A 17 54.00' 41 20 Lt. 0l 01 04 14 20 04 +88.22 57.19'Lt. y 54 01 53 54.00'Lt. +23 82 53 23 24 Pedestrian Ramp w/Detectable Warning Domes, Type C, Item 706.4.1 .H.1 .C.C3 02 53 W 8' Ease(T) 01 48 oo'Lt. 54 05 04 26 3 4" Crushed Ornamental Rock Item SP 25007 23 ❑ / /W- - - 20 - W W �6.3 W 53 3 FCC R - R Wz � eOeoeoa 34 54 47 Bike Ramp, See Detail Al Sheet 14, Item 706.4.1 .H.1 .A.A I 000 _ o0o 0 -�- � P f - � - { v ❑ 37 12" PVC - C900, Item 601 .4.1 .A.05.12A ° 01 6.5 14 09 24 HP P I TT- 09 UP I 39 72" Dia. Storm Drain Catch Manhole, Item _ P 602.4.1 .E.1 .072 F 1 1 1 37 TYP 26 K3.W C 34 F C 17 0 14 I 01 61 1 I -UP - 40 48" Dia. Storm Drain Catch Manhole, Item P 01 00 01 41 P o F3 P �, 602.4.1 .E.1 .048 + 12" wer 01 eW s❑ Sew- P se 41 Catch Basin - Type I, Item 602.4.1 .F.1 02 39 K2 K3 37 18 F3 40 47 04 01 "� 1 1 Sew 12" Sew r 12" Sewer Sew o + YP z �❑ Sew K4 - -❑ sew 1 Sew 12 6. 0'Lt. 24" RCP, Storm Pipe, Item 601 .4.1 .A.01 .24A Sew 10" F - sew sew 10" FM +00 64+00 65+ 47 Connect Existing Pipe to New Structure, Incidental To 44 N00°3317 ' w sew I N00° 33' 20"E N Item 602.4.1 .E.1 .048 w i 39 47- 1 6 S LI N D R ROAD ❑ D w w 4 9 ' 42 37 C 53 " 12 RCP, Irrigation Pipe, Item 601 .4.1 .A.01 .12A 04 a p 0 PVC 44 2 PV -N/ I ry iv 04 0 D rn o F3 01 W 37 42' 0 w w ❑ w w 12" PVC- �w f1C_C0C1�o1`' 54 . 48" Dia. Irrigation Manhole, Item 602.4.1 .E.1 .048 Sta. 64+6864 LO 75 T 09 YP G F3 r i 0 I "" N = 707276.37 61 Traffic Signal & Related Equipment Modified, See Signal a Foc 41 Median F6 0 I I E = 2449335.49 Plans, Item 1131 .01 .01 L 09 _ 01 Island F3 F3 17 v I K3.E 24 23 1 0 75 Landscape Areas, See Landscape Plans And Details Al & g _ - TYP• 26 K1 ❑� 34 ___ e � c A3 Sheet 39 0 09 �, P 41 - � '4 oc 61 87 ADA Compliant Grating Or Manhole Cover 000 / F C P7n(, IT 3: 47 K4.E JJI L , 40 W � 41 �I �, �, , - 2 Ease(T) 01 m � 20 - - FO w 24 X W ❑ W Q_ 0 +23.57 23 ®® 01 01 +29. 6 --- - 48.00'Rt. Pw ❑ 04 48.00 20 - - -- ---- ❑ 05 O g 08 10 12 87 X 09 ® 08 10 12 Foz S&G +83.57 17 04 041 � Foz } -- 01 - I � 09 61 Trap ❑ 0'Rt. 18' Ea�e T ® 14 Q) o + 54 O m I Q 5 0' 14 +29.49 II +54.42 N 71.80 49 71.00'Rt. 77.12'Rt. 17 0 I Q +54.41 04 04 ❑ 79.99'Rt. O m ' +67.99 z 04 I 01 83.75'Rt. X 5.00' 04 Z N �S9 ?s92s93 �s9 N ° J N BENCH MARKS : _ Z 2590 � A I c I I Z BM #206 - Aluminum Cap � I o I Sta. 62+94.68, 0.0' Rt. o N X N: 707102.42 E: 2449333.80 Elev: 2599.52 N I N I I � w - I Parcel ❑8 1535 0 20 40 60 Y I New Pacific Corporation I o Z I S1 21 322301 5 I _U ° Plan Scale Lei X I W fi ) 10 CD U o Existing xACHD Stormwater g Basin - Rough Grade ❑ I I00 LLJ Basin To Within 6" Of I N o Final Grade r s�ONAL F L II I 0��G\ST �c z - ❑) I ❑ T3N R1W Sect 13 T3N R1W Sect 12 a 0 N E OF 0P��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��At Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 32 of 101 www.achdidaho.org 60+00 61 +00 62+00 63+00 64+00 65+00 pIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII11111111111IL LL r r- APT Sta.60+64.35 - r TBC Elev. 2596.23 _ 2 610 C Offset 37.00'Rt. - 2 610 r CPC Sta.60+64.70 TBC Elev. 2596.24 - r Offset 37.00'Rt. r 2608 Sta. 60+62.90 _= 2608 48" Dia. Irrig MH 6.2 rPT Sta.60+70.47 r 50.75' Lt. TBC Elev. 2596.43 Rim Elev. 2598.02 Offset 31 .00'Lt. - 12" Dia. Inv. 2594.50' (N) rPC St0.60+79.13 2606 P 12" Dia. Inv. 2594.33' (S) TBC Elev. 2596.55 - 2606 PC Sta.60+58.90 Offset 31 .00'Lt. - TBC Elev. 2596.18 PT Sta.60+84.57 - Offset 36.25'Rt. TBC Elev. 2596.60 End Sta.62+59.42- End Sta.60+45.47 Offset 31 .75 Lt. - r TBC Elev. 2597.25 TBC Elev. 2599.04 2604 , PT Sta.60+89.70 Offset 80.06'Lt. PT Sta.62+61 .98 _- 2604 Offset 75.00 Lt. TBC Elev. 2596.78 PT Sta.62+59.39- TBC Elev. 2599.02 PT Sta.60+45.47 Offset 62.00'Rt. Offset 72.19'Rt. r TBC Elev. 2596.66 TBC Elev. 2599.04 r- Offset 56.00'Lt. End Sta.60+89.70 Offset 77.40'Lt. End Sta.62+61 .91 - TBC Elev. 2596.82 r PT Sta.60+40.02- TBC Elev. 2598.75 _ 2602 � Offset 70.00 Rt. PC Sta.62+27.90 Offset 83.72'Rt. - 2602 I TBC Elev. 2596.04 TBC Elev. 2598.24 - C Offset 30.83'Rt. Offset 42.89'Lt. - r GB/PI Sta.61 +79.16- End Sta.60+09.98 TBC Elev. 2597.70 PC Sta.62+26.98 - TBC Elev. 2596.04 Offset 38.00'Lt. TBC Elev. 4 Offset 37.00 Rt. 1 .51 Existing Grade 2600 Offset 75.00'Lt. PC Sta.61 +03.99 TBC Lt.% ® CL _- 2600 PT Sta.60+09.98 - TBC Elev. 2596.75 _ TBC Elev. 2595.8S Offset 37.25'Lt. APT Sta.61 +48.60 12 Irr 17 LF N r Offset 56.00'Lt. PC Sta.61 +09.43 TBC Elev. 2597.33 ® 0 87%� - N PC Sta.60+34.04- TBC Elev. 2596.80 Offset 37.00'Rt. t l � 7 o Offset 38.00'Lt. N 2598 CTBC Elev. 2595.98 TBC Rt. ,�� _= 2598 !� Offset 30.00'Rt. 3.09% -0.92% -0.57% 1 .29% - I 1 .24%� _ - f -1.3 % k 1 .09%J17� 1 1 o 0.78% � 12" Irr 35 LF � - z r 0.54% ® 0.77% ^EX FO I � 259 6 1.60% ' l_ 12" Irr 154 LF EX FO 0.53 . I ® 1.00% EX FO Exist Irrig -- 2596 -0.59%J M I PT Sta.61 +28.08 ' - o " Irr 63 LF TBC Elev. 2597.20 � 2594 12 1.61% Offset 37.00'Rt. _ 2594 r End Sta.61 +23.59 7-Exist Irrig • " - �' SEX NG TBC Elev. 2597.37 SDMH K5 Exist _ _- Offset 69.96'Rt. _ > 12" SD 86 LF \-PC Sta.61 +23.60 0.21% TBC Elev. 2597.28 2592 -� 1 .Offset 62.00'Rt. 1 - 2 59 2 24" SD 28 LF �� EX ® 1.00% 12" SD 18 LF - - ® 0.22% Sta. 62+63.47 Exist 48" Dia. Irrig MH 6.5 2590 P Pressure 41 .83' Lt. Exist Sanitary Sewer - 2590 Rim Elev. 2598.79 - w \�-24" SD 49 LF- Sewer 12" Dia. Inv. 2596.56' SW _ v - +�-�® 1.00% Sta. 61 +26.88 12" Dia. Inv. 2596.56' ( ) Catch Basin K4.E, 46.84 Rt. (N) - Rim Elev. 2596.75 Sta. 62+35.38 - 0 12" Dia. Inv. 2592.70' (W) 48" Dia. Irrig MH 6.4 _ a 2588 ` Sta. 61 +07.44 68.69' Lt. _- 2588 } Catch MH K4, 10.12' Lt. Rim Elev. 2599.35 Q � Rim Elev. 2596.87 12" Dia. Inv. 2596.26' (NE) 12" Dia. Inv. 2592.37' (E) 12" Dia. Inv. 2596.26' (SE) N 24" Dia. Inv. 2590.93' (S) 2586 24" Dia. Inv. 2590.93' (N) - Staff 62+20.70 - 2586 Fn Fn - Sta. 60+71 .97 48 Dia. Irrig MH 6.3 - - z Catch Basin K3.W, 29.50' Lt. 53.98' Lt. - �I Rim Elev. 2596.01 Rim Elev. 2599.15 - o 12" Dia. Inv. 2591 .84' (SE) 12" Dia. Inv. 2596.08' (NW) z 12" Dia. Inv. 2591 .94' (S) 12" Dia. Inv. 2596.08' (S) - 2584 w 25 Sta. 60+63.51 - �i Catch Basin K3.E, 35.49' Rt. _ Rim Elev. 2595.78 12" Dia. Inv. 2591 .89' (W) - -Sta. 60+60.55 _- 2582 2582 Catch MH K3, 10.28' Lt. Sta. 60+26.09 Rim Elev. 2596.26 _ Catch MH K2, 10.28' Lt. 24" Dia. Inv. 2590.67' (N) 0 20 40 60 r Rim Elev. 2595.82 24 Dia. Inv. 2590.67 (S) - Z r 24" Dia. Inv. 2590.23' (N) 12" Dia. Inv. 2591 .79' (E) Z 2580 24" Dia. Inv. 2590.13' (E) 12" Dia. Inv. 2591 .79' (NW) = 2580 Plan Scale 9 - 24" Dia. Inv. 2590.57' (S) - r Sta. 60+14.31 Catch MH K1 , 42.78' Rt. r Rim Elev. 2595.95 KELLER o r 24" Dia. Inv. 2589.58' (W) g 2578 C 24" Dia. Inv. 2589.48' (E) - 2578 LU 5s\O NA L ' ,- G\S 0 T C m �o = J NOFo N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 (� R CAS Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 33 of 101 \ Begin Control ° x Sta. 101 +28.46 ' I O \ p x x \ N - 703592.53 25.00 I N O T E S \ E = 2449130.23 14 T3N R1 W Sect 14 x x W • o U O I K Curve C1 \ • + 8.4 = x 01 Removal of Obstructions, Item 201 .4.1 .C.1 O Lt. R = 40.00' 2•39 +51 69 I N • 8. x X 02 Remove Tree (6"+), Item SSP 29093 A = 90°14'30" Lt. 4 2'Rt. 1�99 Rt. 0 • 20.00'Lt. \\\\\\ o :7 � L = 63.00' 4 +61 92 . B Retain & Protect T = 40.17' Parcel 1 25.24 Rt. I 04 x x X t For Irrigation Design 06 Remove Fence 1655 o O gy Towns Family Trust PC: 1 + I o See Sheet 18 Curve C2 R7192800676 ° ;• A<6 +21 .46 20 04 12 98 ox+74.8 +78 85 `n x 09 Remove & Salvage Roadside Sign, Item 1 135.01 .06 ��,_ - d - _ ,/ _ x 20.88 Lt. 12 4 Topsoil, Item SSP 25050 & Incidental To Item SSP R = 40.00' 0 . X X__ - X - V J- o • /t� • - x x P ry \ X -x X X X X X .�.. �. x x .� x o - � �X -X ,; XI/�---X 29064 A = 90°00'00" Rt. 28 •• . ••................••...... . ... ........ .. o • .•• _ L = 62.83' C1 09 •••• 'ossible E n age Field '•. - - - _ =�` = 14 Sawcut Incidental To Project, Incidental To Item T = 40.00' N 06 �a rce 814.4.1 .A.1 + Septi x x X o Tank •00 +17.45 995 0 17 Standard 6-Inch Vertical Curb & Gutter, Item 706.4.1 .A.5 7 x o d3 •• 38.06'Lt.Ad County Highway District +71 .6 F9 '`O I +81 .81 0, • x U 06 \ c R7192800240 - - - - - - - 19 Curb And Gutter, Type Curb Terminus, Item 706.4.1 .A.7.B 44.59 t. Fo X 103+007 01 ry C) 1 3.28 Lt. •• - } +75;5 / _ N00°32 54 E � o _ .• 2.33 31 .44 Rt. �'� o � O 20 Concrete Sidewalks, ",Thickness 5 Item 706.4.1 .E.1 .5 X x 47.19'Rt. +21 .47 W VERBENA ST L- I I 0+72.17 O1)cO •;�� 01 Reference Landscape Plans F 13.00'Rt. x 13.01 Rt. p O for Stormwater Basin Details 28 Asphalt Repair - Other, Item SSP 08125 _X 24.56 / (Not In This Set) For Irrigation Design 02 See Sheet 116 EP EP X �� FP 0.29'Lt� 73 GSI Topsoil, Item SP 25050.1 rn - - - - C2 06 20 \ 73 98 Hydro Seeding As Required, Item SSP 29060 x - - - - - - - _ o \ - - - / Reference Landscape Plans 20.50 Rt. for Stormwater Swale Details 73 � / +40.5 +42.37 � Paved Access / (Not In This Set) 19 20.50' t. 45.02'Lt. Road - - �-- - - - - - - - - - - - - - - �- PT: 10 .5,0 l m o • See Sheet 37 x i. • 19 EP �• - - - - - - - - - 17 a- I x O �2. � w I X - - ---- --- - - - - _ FOC x x P/L - - p L o x - -- - __ x x x x x� x / x x P/ - P/L - - P/L - P/L - - P/L - - P/L - - P/L N oHP P o p x N End Control �UC HP OH OHP OHP fl UP Sta. 105+00.00 = \ F 11 o Fo Foc St a. 30+19.09 Linder- FOC FOC FOC � Fp d3 d3 EP EP EP - - - EP - P � = 703826.98 Fnn ��, S LINDER ROAD i F -� -� -� -� -� E = 2449302.15 ____ 29+00 See Sheet 18 30+0011 / N00°32'54"E 31 +00 / � - + W12" PVC- -W 12" PVC W W w W 101 +00 102+00 103+00 104+00 105+00 N O N N W 2602 2604 g 60.00' _ Vertica Curve _ PVI Sta 103+60.00 40.00' 2602 PVI Elev.2598.83 Vertica Curve _ �CL Linder Road 2602 d I K=22.07 PVI Sta 104+40.00- m o PVI Elev.2597.56 w oC6 N+ ao K=15.41 + o �am > ro co r l� + aoa_ o roLO N ° 26002600 00 Q + 0W (nLd j o mN N N 06 Design Grade a_ ``' � w m + `n > � J 0w I p0% m 2598 0 ° N N cL _- � " 2. 2598 N , nn% _ z vi m 1 .12 0 �F i n v N 0 W j to z m 0 2596 " w 2.00% �- /� 2596 Existing Grade Q @ CL U z 2594 2594 12" Irrig Pipe 0 20 40 60 z J z Plan Scale 2592 2592 0 KELLER • z 2590 2590 o S ,\o NA L FN 0Q��G\S T C 2588 2588 0 N O E OF oP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 34 of 101 T3N R1 W Sect 14 N O T E S d� d3 d3 d3 / / d3 — d3 F - -� 02 Remove Tree (6"+), Item SSP 29093 r d3 ems--- d3 d3 d3 d3 - - d3 d3 d3 dE Item SSP 29090 +0 24+0 l 03 Trim Tree, x TP 25+00 N00`32'54"E 26+00 27+00 —� —� — I 04 Retain & Protect x Begin Control S LINDER ROAD i1r, Sta. 80+05.51 = 12" PVC oz w See Sheet 16 W oo w w r12" Pvc 06 Remove Fence I II Sta. 23+19.ine EP _ EP EP ill For Irrigation Design 08 Remove & Reset Sprinkler System, Item SSP 29101 x 49.63' Rt. Liner EP El �p - - EP - EP — EP c EP EP - fi N = 703126.45 See Sheet 16 10 Sod Repair, Item SSP 29064 E = 2449345.07 x — — — — — 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP 64 III P w 1 Multi—Use Pathway Face of MSE Wall — — — — — 29064 ll 64 Gate 4' Metal, Item 2040.4.1 .B.1 J A 81 +00 a- 0000 66 Gravel Driveway — Irrigation Pump Station Access; See o — — — NO` 32' 54"E — 82+00 o _Gravel Driveway 83+00 4+00 d Sheets 35 & 36 and Typical Roadway Section 12 Sheet N 02 ll N o Pump Access 66 — '� — & C 11 7#_ 7 03 06 •7•.•••/•.�r• •••y�• •• • ••�i••i••i•i••i••�••3i••i••i•i••i••i••i••i•i••03 IV 0� 03 93 03 93 000 c� \ J • ^ • e 0 W W ••�'•••v U x �� +27.51 •. •• +03.51 10.00'Rt. O •• �• 10.00'Rt. 0 • • /d 1 1 •. 'Q2 03 1 2585.941' 009 •. j• O 08 1 0 1 2 ,/ —,/ — • +55.51 • • +75.51 \ — �/d x x —x o 38.00'Rt. • • — — — — — — • y 38.00'Rt. d x • •••4•04•04 •a•• 1/d —— —— x :; -->- --- bl�— For Irrigation Design I� —— — — —— x� -- --J � O See Sheet 16 O ° x� 20.00' I , IUt X (Y 70.00' I x � ® I O + \ X Existing Irrigation \ x I \ Pump Station x ® ® I i XI Parcel I Parcel \ � I ® Parcel 6 / \ I X 1089 1075 Parcel O Parcel\ X Kimball G&L Family1061 o x ® c 1131 Parcel I Estate Trust \ Christina Najmabadi Lynn Z Horizon HOA Inc 158 Andrew C Linn I 1117 \ Parcel R5464350460 \ R5464350450 Revocable Trust R5464350390 Mar A Riggs R5464350490 I Benny R Poole 1103 \ 464350500 y I Camy LLC R546350440 R5464350480 ,� R5464350470 r 76 x ,� 80 \ 79 74 \ Ln N 80+00 81 +00 82+00 83+00 84+00 r2 LO W Q g 2610 I 2610 2608 2608 Q w Of 0 } 2606 2606 Q 0 Q 0 / N m 2604 � 2604 Z 0 0 N of O O / 00 O O O 2602 N ; o + 2602 m v I-) j 0 W p N � 0) Design Grade N > ° N _ ® C L m 2 cn w/ 0 > 2600 47% 7^ , " W 2600 0 —V.JO/o 0 / - — Existing Grade 0 20 40 60 z — �— �@ CIL — Plan Scale 2598 12" Ir ig Pipe — 2598 0 KELLE0 ■ Z • 2596 _ 2596 0 0s\0 NA L FN C, C 12" Irrig Pipe �°� �� o �sT 2594 F2594 0 N O E OF 0P��Q 04 N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 35 of 101 1 T3N R1 W Sect 14 N O T E S Curve E1 \ rug a'��c HP off 01 Removal of Obstructions, Item 201 .4.1 .C.1 UP �p 02 Remove Tree 6"+), Item SSP 29093 R = 10.00' Fp EP EP — EP EP FC EP FOC P EP � J A = 90°00'00" Lt. —� —� —� —� —� / 03 Trim Tree, Item SSP 29090 L = 15.71 ' 29+00 C1404 30 0 - -� -� T = 10.00 — 04 Retain & Protect S LINDER ROAD 3: w VV 12" Pvc w _ PI Control w 08 Remove & Reset Sprinkler System, Item SSP 29101 EP C EP EP C EP E� See Sheet 18 Sta. 86+92.08 Sta. 29+55.80 EP 21 L EP 10 Sod Repair, Item SSP 29064 Linder N = 703763.70 18arn For Irrigation Design 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP E = 2449301 .55 oz 22 FA /� See Sheet 18 29064 o 20.00' 18 3—Inch Rolled Curb & Gutter, Item 706.4.1 .A.1 + + Multi—Use Pathway + Face Of MSE Wall +48.58 Transition From 6 Vertical Curb to 3 Rolled Curb 00 00A A A A o PT: 86+48.12 22 Concrete Driveway Approach, Item 706.4.1 .F.1 a- o Gr I riveway +48.59 E1 W C 04' 18" 85+00 o Pu Access 86+0 10.00'Lt. y W a 66 Gravel Driveway — Irrigation Pump Station Access; See — _ NO° 32 54 — — _ , W y Sheets 35 & 36 and Typical Roadway Section 12 Sheet _J 03 02 C0 — 02 d — — `� 01 W +47.45 W W 11 +� •-•-.-+-•-• Cn P �J o3 02 h N •� 14.90R W U •••••W •0W y W Ease(P) + •4 0 Ease(P) +� r • 02 `` W W �� -- ---� �— +86.27 N •• �i a 15.00'Rt. +86.21- — _ x X �9.99'Rt. oo — + • — 'w 15.00'Rt. 08 10 12 Par I EEO 01 4.58'Rt. +99.02 1 ° 04 O 69 Blu orizo OA Inc Ow �+ +39.07 R5 C 390 35.81'Rt. 00 O L i I Parcel I Ix 1047 Parcel erosin Family 1033 Parcel Parcel \ o rL St 05/03/2021 \ 1005 Ld z \ 5464350430 Derek Giles 1019 R5464350420 Fernando Jacuinde Cheryl J Crowley R5464�3�410 \ \ R5464�\400 Ln N 85+00 86+00 87+00 M W Q U7 g 2610 2610 2608 2608 Q w 0 } 2606 2606 Q 0 Q 0 / N m 2604 2604 z in i co Lq 000 00 00 CD 2602 0 o 0 o � ° 2602 �i � co co rn o N � N � N U 4 > > 41 N z w Design Grade 0 w m 0 2600 0. 0� ® CL V13ack Of MUP __� 4F% 2600 0 o- 0 20 40 60 z Y �� F—� �— �—'\ __L_� J_ Plan Scale z 2598 2598 0 \-Existing Grade ~ @ CIL ■ 0 o' oA S S • z 2596 2596 0ci -C3 N A L FN O 0 o a � 2594 2594 0 N O E OF oP��Q N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 36 of 101 T3N R1 W Sect 14 _� N O T E S x 108' Ease(P) eptic I x x O V I I M I• I \ Tank " x I • Curve D1 o x—� x x ` 12 98 I Parcel 4 d : 01 Removal of Obstructions, Item 201 .4.1 .C.1 x x it � d� Peggy 1 655 �. 101 +58.46 02 Remove Tree (6"+), Item SSP 29093 R = 50.00 : / \ \ P Towns FamilyTrust PI Control 4) A = 44°52'45" Lt. O \ R7192800676 Sta. 95+04.97 4) L = 39.16 0 80, 'o \ 06 Remove Fence x �— x = Sta. 101 +89.96= � � ° T = 20.65 Ease(P /a o °� X Verbena x 10 Sod Repair, Item SSP 29064 Parcel 2 N = 703603.50 CD 1 195 x Parcel 3 \ X x x E 2449j8 j74 F_ •• 12 4" Topsoil, Item SSP 25050 & Incidental To Item SSP HK&M LLC 1155 +83.79� N 29064 R7192800710 / Ada County �x 13.11'Lt. + Possible Existing Highway District 0 x x 0� O 0 58 Fence — 4' Chain Link, Item 2040.4.1 .A.1 �5 X Drainage Field a R7192800700 \ I 'pis �h O X O (Begin Control �- 64 Gate 4' Metal, Item 2040.4.1 .B.1 O 01 Sta. 90+07.01 = I x 58 L } +69.36 � � Sta. 23+18.63' Irrigation Design, 10.001t. 68 Paved Access Road — Residential; See Sheet 37 and See Sheet 1 6 X - Typical Roadway Section 14 Sheet 11 53.63' Lt. Linder I x x x x x x x x x x x x x Irrigation Design, '38' N = 703126.67 12 98 oz I I See Sheet 16 Ease(P) E = 2449241 .820' Ease(T) 10' /0 h� f 98 Hydro Seeding As Required, Item SSP 29060 Ease(T) o \ X r m • ( ) 47, rn 06 • 28' Ease P —� N • W Zr28' Ease (P) � W - 64 li .. l Qp FA� �m . o� o" • Gravel Access to all EP EP y` EP W /// 20.20 EG EG 01 �� — — O EP O EP W W W W W rn>�� / 20.20'Rt. 9d 0 0 91 + �" v o — — �10° 32' 54"E — 93+00 68 0 94+0 10.00' rn • I o Q� 02 x Paved Access Road o NN X /• —E - — — — — �P —E� — FPR7w �P EP — Residential •. �' — - - FP - - EP J �V-1 V VI Multi Use Pathway Face of MSE Wall x - - - - - - - - - - - - x L1HP x — —� OHP -- —�—_0 P OHP x — --�— FOC x x- ----�---- ---- — -- — OHP OHP P ---- ----- Rl U FOC - - FOC FOC F, CD d3 -- d3 d3 d3 d3 d3 d3 F d3 d3 d3 dd dE d3 d3 d3 d3 'II I d3 EP x TP72*24+0 25+00 N00°32'54"E 26+00 27+00 I ow S CINDER ROAD z I x w 12" PVC W r� CL , / 0 � w CD r❑ See Sheet 16 �,�; w w �r12" Pvc W � II EP EP EP � EP W EP EP EP � EP �� II" W g x EP - EP EP EP G EP EP EP EP — /.. 0 N N 90+00 91 +00 92+00 93+00 94+00 95+00 r� W Q g 2606 2606 2604 2604 0 + 00 > o o p } 2602 U) I 2602 " w � L0 No vLO 2600 _ o v � �I 2600 Z m � + � 0) r- + '� + `° Z 1 (6 0 � �`1�\. �'' m >� Design Grade rn � v N 101 2598 82q �, W ,�c� CL o N 2598 r7 N > _ > o m2 m 2 0 W � w —0.38% _ 48% of 2596 0 /� ^� 2596 0 L_ 12 Irrig Pipe Existing Grade L @ CIL \ EOP Verbena 0 20 40 60 z N I Bulbout J Q 2594 x 2594 Plan Scale 0 00 \-12" Irrig Pipe LKELLER Z 2592 2592 O 0 ,\O NA L FN a O� �G\sT FC a o a � 2590 2590 � 0 N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 37 of 101 Concrete Bridge Approach I � 2.00% Bicycle Railing Inl%� 1 0 o �0 Concrete Transition Type 2 or 3 Inlet N. Lip of Gutter & Flowline to Follow the Roadway Profile, The Curb to Taper Down to be Flush with the Concrete Transition 1 75% Combination Pedestrian Railing Curb Flowline VA rn i N MSE Wall MSE Wall N Standard Curb & 7.0' 2.0' � Multi-Use Gutter (Full Height) 23+39, 27.00' Lt. 23+39, 25.00' Lt. 23+39, 27.00' Rt. Sidewalk Curb Pathway 2625.24 TBC 2624.82 LIP 2625.24 TBC 23+39, 39.17' Lt. 23+39, 25.00' Rt.QD 23+39, 39.17' Rt. 2625.42 BOW 2624.82 LIP 2625.42 BOW 0 w 23+24, 27.00' Lt. ISOMETRIC VIEW 2625.00 TBC 23+24, 27.00' Rt. w 23+24, 25.00 Lt. 2625.00 TBC R20.0' 2625.04 LIP � 23+24, 39.17' Lt. a 23+24, 25.00' Rt. 23+24, 39.17' Rt. Ln 2624.58 BOW 2625.04 LIP 2624.58 BOW K' 23+19, 39.17' Lt. ❑ El ❑ ❑ 23+19, 39.17' Rt. 2624.83 BOW 2624.83 BOW N 23+19, 25.00' Lt. 2625.12 CON Crushed 15.00' 5.00' 23+19, 25.00' Rt. Aggregate C° 2625.12 CON 0w Bicycle Railing Bridge o 2625.42 Type 2 or 3, See 2624.58 2624.83 Approach Cn BOW Sheet 45 or 46 BOW BOW Slab c g 0 N 0 Bridge o 0 Approach Inlet Slab I Q 20+81 , 25.00' Lt. \ �� w 2625.12 CON 6" Vertical \ o Concrete Transition From 20+81 , 25.00' Rt. o \ z i, OVERPASS - See 20+81 , 39.17' Lt. Curb Multi-Use Pathway to 2625.12 CON 20+81 , 39.17 Rt. � �, \ Bridge Plans 2624.83 BOW o 0i Bridge Approach Slab 2624.83 BOW \oQ \ QInlet (Typ.) \\ o' ❑El El 5.0' \ w 20+76, 39.17' Lt. 20+76, 25.00' Rt. 0 2625.00 262458 BOW 2625.04 LIP 20+76, 39.17' Rt. S0, 2625.21 . TBC End 20+76, 25.00' Lt. 2624.58 BOW [if TBC 2625.00 TBC TBC 20+76, 27.00 Lt. 2625.04 LIP 0 20+76, 27.00' Rt. m o 2625.00 TBC 6" Vertical z N 20+61 , 39.17' Lt. 20+76, 25.00' Rt. g 2625.42 BOW 2624.82 LIP 2625.4 39.17' Rt. R20 0' Curb wl Combination Pedestrian 2625.42 BOW 20+76, 25.00' Lt. R1.5' j Railing, See Sheet 44 2625.04 2625.12 20+61 , 27.00' Lt. 2624.82 LIP 20+61 , 27.00' Rt. Tactile Warning Surface Indicators 2625.24 TBC 2625.24 TBC (TWSI), Construct Under z (Place Face of Wall at Gutter Lip CON Manufacturer's Recommendations Crushed w Face of Curb) Railing Bicycle Railing Y 9 Bicycle Y 9 (Ada Solutions Or Equal Too) Aggregate VA �I Concrete Bridge o Approach Sleeper a 0 Beam I z w 10.0' S.O' 2.0' 0 U PLAN VIEWS OVERVIEW Multi-Use Pathway Buffer Curb z NOTES: Y This Layout is Typical For All Four Corners at the Bridge. BIKE RAMP - BIKE LANE/MULTI-USE PATH TRANSITION z Q A 1;4 0 4 8 0 BRIDGE APPROACH TRANSITION Al z 1:4 0 4 8 KELLER 0 55\0 NA` F/V C Z< G\S T z a • D E T A I L T I T L E 7 0 Revisions: • S I G N A T U R E S _ PATHWAY TRANSITION DETAILS 0 °F\9 NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 38 of 101 . w rn N 8" Min. Low 0 Permeable Soil Keystone Cap Unit C Keystone Cap Unit Keystone Compac II Unit Multi—Use Pathway Keystone Compac II Unit LLJ —III z Retained Soil I I,�I I - 1 °� - Multi—Use Pathway ° ° ° ` ° ` ° ° 41 I= _ _ III— — 1-1 - - = 1 8„ _ Unit Drainage Fill =11 C I I=1 I I=1 I I=1 I I=1 11=1 �—i i i—��—��—� —1 I I g" = 8" Min. Low Q (3/4 Crushed II il, < ° ° Permeable Soil Unit Drainage Fill = � `� (3/4 Crushed I—I ro Rock or Stone) a < o a a _ I i_ _ _ 'cn ° Rock or Stone) -I _ =1 I I—I I I- -1 -III —=1 I I;; ,; �_I I I I I I i I I I I I=1 I I-1 I I III , Approximate Limits —III=1 III-1 � � �� _I Q II III. _ _ Note: _ _ Approximate Limits Note: II __ �_� 1 . Use When Walls Do NOt Exceed pp of Excavation — I 0 1 . Use When Walls Do Not Exceed I I11,. 1 I M. Maximum Height For Gravity Wall As of Excavation Maximum Height For Gravity Wall As g y I I=III-III,, 1 11= Required By Manufacturer. Undisturbed Sub grade Required By Manufacturer. CO 2. Where Possible Adjust Grades In 4 Perforated PVC Drainage g 2. Where Possible Adjust Grades In Undisturbed Sub grade 4 Perforated PVC Drainage g Tile Wrapped in Filter Fabric Landsca e Areas To Maintain ri o Landscape Areas To Maintain P Li (If Required) Unreinforced Concrete or Appropriate Height For Gravity Walls. Tile Wrapped in Filter Fabric > Appropriate Height For Gravity Walls. Crushed Stone Leveling Pad (If Required) Unreinforced Concrete or Cn 3. Install Per Manufacturer's 3. Install Per Manufacturers Crushed Stone Leveling Pad I— Recommendations. Recommendations. g B1 TYPICAL GRAVITY WALL SECTION - CUT B3 TYPICAL GRAVITY WALL SECTION - FILL 1/2" = 1'-0" 0 1' 2' 4' 1/2" = 1'-0" 0 1' 2' 4' 0 0 vi J_ Q W 0 L, 16.00' o_ Q Cn 8.00' 8.00' 0 z g Origin Point — N � Station On Plans o O O O O ��0 O O O O O O O O O O O O O O O O O O m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O g O O O O O O O O O O O O O O O O O O O O O O O O O of o o ° ° O O O o O O o ° S o 0 0 O o s° Z If) O O C� O (n O O O O O O O O O ° O O O O O O O O p p O O O O O OO W I r7 Q Origin Point — Plantings — See zStation On Plans Landscape Plans 22.00' Plantings — See w 15.78' 15.78' Landscape Plans 0 I j 31 .55' 0 o' z z LANDSCAPE DETAIL 2 - MEDIAN LANDSCAPE DETAIL 1 - BUFFER QAl 1:4 0 4 8 A3 1:4 0 4 8 0 0 Of KELLER z w 0 55\0 NA` F/V C G\S T z a • D E T A I L T I T L EIt M !_7 Revisions: • S I G N A T u R E s •CN GRAVITY WALL & LANDSCAPE o ' _!� F\OP�o Q= CN o Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 DETAILS CARNP ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 39 of 101 .1' 1 (4) Anchor Bolt; 1 "x36"x4" 2'-0» Base Plate; See Pole Manufacturer oQ � 1 CO N (8) #5 Hoops (6" O.C.) N O N (6) #5 Vertical Bars N O W z Pole Base - Plan o- o_ Sta. 20+81 .34, 41 .1 1 ' Rt rn 0 FG Elev. 2624.80 N O N 11-1 N I � C Q < c� I— Camera Pole; g o c See Specifications C� Bicycle Railing Type 2 Bicycle Railing 7 ��JJ`Qo''Qo�� (4) Anchor Bolt; 1 "x36"x4" Type 3, See CD 0 0 Roadway Plans go Base Plate; See Pole OOQ 0 Manufacturer Li OQ�QOO�G( TOC: 2625.50 �J' C�Q�J' Ornamental Rock a �0000�o Keystone Block Retaining Wall Keystone Cap Unit Of Multi—Use Pathway w c4C�n„c4C� R13.00 TOW: 2625.25 Q o00��5.00'�� L .07 Keystone Compac II Unit O A3 g J O Q N a O�Q ° ° Qoo` Sta. 20+64.91 , 45.17' Rt. z �OgOOO FG Elev. 2623.27 Q oo�opOoo�o� 4"-6" Of 3V' Ornamental /\\ / Unit Drainage w Q Rock, Item SP 25007 \ // Fill (/4" Crushed 00� 4 O OOg�00o. \\/ Rock or Stone) 0 N �O.�jQ�o��O.�j Conduit; 1 " PVC / I �// m U-c4��U- / /�� \// a 00 v, 0000�0 �j�\j� \\ 0 0000 \\\ \\ Multi—Use Cn Pathway 4 UoO (8) #5 Hoops (6" O.C.) \ of O��o ^� � /\/\ Oo (6) #5 Vertical Bars 1 1_0 2'-0" I Note: Cn O 1 . Use When Walls Do Not Exceed Compacted Soil o a Q Maximum Height For Gravity Wall As Unreinforced Concrete or cal Required By Manufacturer. Crushed Stone Leveling Pad 2. Where Possible Adjust Grades In Landscape Areas To Maintain 4" Perforated PVC Drainage z Appropriate Height For Gravity Walls. Tile Wrapped in Filter Fabric Y Sta. 20+48.66, 41 .11 ' Rt 3. Install Per Manufacturer's (If Required) z FG Elev. 2625.25 Recommendations. Q o' 0 CAMERA POLE - PLAN VIEW Al CAMERA POLE - SECTION 0�9A30 1:4 0 4 8 z Li • O 55\0 NA` F/V C Z< G\S T z a • D E T A I L T I T L EIt M 7 o Revisions: • S I G N A T U R E S 'zz _ CAMERA POLE DETAILS 0 °F\9 NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 40 of 101 .1' 1 N O T E S LO -- P/L E EG EG EG EG EG EG EG m P/L >LV V V V Y V V V V V V mTT I _ � � I I\ X IIII M M / a0 end zI end „z� M ll S Linder Road p,m M e M—Ond urt II n I III mX I 0--73 O �— E-?@ DOS— �— N0°32'S` IE OE E-25+AX-- 'E < IE 0 < IE O I 23 A I Back of Walk 00J dH0 Ana O —30d — �Od �Od � _ — X x x x d — dH0 — f \�—dH — ---- '�—�� ----f—\ Ho -A A A A A A A A A At — �3 a� — M�� 122 98 129+79 129+00 I2 +00 . x s° Q Begin MSE Wall Sta. 127+99.69 = tiJ Face of Face of Wall \ Z Sta. 129+58.66 = x Wall Coping Control Line �` ` Section �- Linder Road Sta. 27+99.60, 43.96 Lt. x — — Sta. 127+01 .34 End MSE Wall / Sta. 27+01 .34, 39.63 Lt. A1/42 _ Sta. 123+19.00 Sta. 29+58.56 = \ 43.96' Lt. \ \ Linder Road O \ N = 703766.88 \ A7 ' E = 2449257.62 =Sta. 23+19.00, 39.63' Lt. N = 703127.30 F— E = 2449255.82 � Y� I I x x x x x x x x x� LU Verbena Road X /— x x I x x 00 x \ \ -x —x x p/L x — x—� k — x x x — x x x x \\\\\\\\\\ \ O � x P/L \ x \ \ N \ �� /\ X x I I x - - r N �J I x I I x - 0---x x x x x x � x— N CD E W F- Z_ Lq RETAINING WALL PLAN & ELEVATION - °° LINDER ROAD LEFT (WEST WALL) N O N N 0 2670 2670 Q Cn 260.00' Vertical Curve Roadway Bridge g 2660 PVI Sto 124+70.00 2660 PVI Elev.2623.30 K=75.54 0 2650 000 2650 + (0 MN M 2640 140.00' Vertical Curve 0 04 N N 2640 Z PVI Sta 128+88.01 0 PVI Elev.2602.21 LO + a w N w Bridge K=69.77 "? N N N � m �o Approach N 2630 Cd � c(o � + — m m Slab 2630 00 i o N N Back of Walk (Elevation rn w Top of Railing _ _ _ _ — 1 66% — z N N 0 5 Reference Line) o 4- n 2620 + 0 N N v w — m _ — — _ o 2620 I + N a� N _ — _ _ — — — — GB Sta. 123+39 ° o z N �' +, w — — — BOW Elev. 2625.40 - o CD 5 cn — mm _ — I 4.30% °' D � 0 2610 aw > m m � — _ �0� — N m — Bottom Of MSE Wall & Coping GB Sta. 123+24 w 2610 GB Sta. 129+58.66 � — — Coping (Textured) — See o � BOW Elev. 2624.75 m C ") —5'0� — Finished Grade Detail A4 She t 43 —1.52% Q BOW Elev. 2600.09 m _ _ — — — _5.00% UI 2600 End MSE Wall —3.00% Top Of Leveling Pad At Wall Top Of Leveling Pad � 0 2600 z - Elev. 2595.41 o Top Of Leveling aad- U Elev. 2594.06 0 2590 2590 eyeing a 0 30 60 90 J 158.97' 98.34' 282.35' 100' Z Plan Scale it 2580 639.69' 2580 0 o � KELLER 0 2570 g 130+20 130+00 129+00 128+00 127+00 126+00 125+00 124+00 123+00 w 0 0s\O NA L EN O� �G\ST FC o a � Digital Signature (� o 0 N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 41 of lol N O T E S IT T— EG EG x X X — �L, FP FP E� _ V V V V V V V V V V V V L jZql �v V V V V --w ° , BHP ——— P — — — x —_ __ _ L— �/L — — / — — P/L — _— ---- ��— • —�— — >--- —� OHP P x x x x x —�---- I , o —� A° F°C F°° S Linder Road F°° i F OHP oo I — —� —> —� — +�o—> —� N&- 2'54>E 26+0 -� — > o -�17+00 > —� —� —�29�> —� —> o - X. I " — —A 12" PVC-W O W W W W 12" PVC 12" PVC' W W Oe / X II o G G 24+00 225+00 226+00 227+00 'I �,� / 228+00 229+00 2 9+7 Z ;JI 1 � Face of Wall Pump Access Road 25 Begin MSE Wall - °3 Section V03F—aceof °3 Control Line "ISta. 223+19.00 A1/42 03 03 03 3 _ - �/d O Linder Road Wall Coping Sta. 227+01 .30 = _ _ /d �,�� N-1 Sta. 23+19.00, 39.63' Rt. o Sta. 27+01 .30, 39.63' Rt.- —3/d - End MSE Wall X I GWL <N = 703126.54 - -� 2585.!E = 2449335.07 � - - �3/d � - �----� ® ---�- - ----� --�--- Sta. 229+45.90 = - - -- Y Y x - ��I X -x- - Linder Road- -----� W I �J - - - ---- --X X�-" Sta. 227+99.69 = Sta. 29+45.80, 43.96' Rt. -- x�� - Sta. 27+99.60, 43.96' Rt. N = 703753.28 300 X _- ---- � ----�- __ � I E = 2449345.41 00 la X X ® I I ® ® X ®® + N N N O N N CD E w F- z_ RETAINING WALL PLAN & ELEVATION - Lq co LINDER ROAD RIGHT (EAST WALL) N O N \ N cO 2670 2670 0 Cn Bridge Roadway g 2660 260.00' Vertical Curve 2660 PVI Sta 224+70.00 PVI Elev.2623.30 K=75.54 cD 2650 00 o Co2650 0 Q PON + (0 3: N N N O14- z 2640 N >� N o � 2640 _ Z � w ° w + c0(0 w Bridge m o N I I N N 140.00' Vertical Curve PVI Sta 228+88.01 N 2630 Approach c� m � M Back of Walk (Elevation N _ + M PVI EIev.2602.21 2630 Slab --� 1 %— Reference Line) v - ca "o m — w r N vi - � K=69.74 m _ _ U) N a, co + O p — — — _ _ o Top f Railing `v 5 + 0 00 N 2620 GB Sta. �3+-9 — — — _ _ — -a_ �� w N N o 00 + 0 2620 01 FL .o _ BOW Elev. 2625.40 — _ o - M co rn N i 4.30% — — -5.04% — _on — w � UJ N N v1 GB Sta. 223+24 Bottom Of w 2610 BOW Elev. 2624.75 Coping — _ -5.08q — �� > m rn w ° w m c0 � -1.52% MSE Wall & Coping � � � � -5.00% — — _ _ _ N N 2610 End MSE Wall cv � Top Of Leveling Pad Finished Grade (Textured) - See — — _ — — — _ ° 0 5 M Q cn o Elev. 2598.38 (Access Road) Detail A4 Sheet 43 Top Of Leveling PaT — _ _ m -3.00% "1 2600 Elev. 2596.87 2600 z — w 0 U� Leveling Pad 1-1 2590 A{isag Grade 2590In 0 30 60 90 Z 100' 282.3' Wll 98.34' 146.23' Y Plan Scale Z 87' t 2580 626 I 2580 i O KELLER 2570 2570 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 g w 0 0s\0 NA L FN o O� �G\ST FC o a � Digital Signature (� o 0 N E OF\OP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 42 of 101 Reinforced MSE Backfill 8"0 Pipe Sleeve For 4"0 Utility Notes: Conduit (Typ.) 000 O O 1 . Utility Conduits Shall Be Fully Sleeved Through The Reinforced MSE Backfill. Fill Annular Void 2. Utility Sleeve Locations Shall Be Coordinated With Locations Of With An Approved Bridge Abutment Utility Sleeves & MSE Wall Reinforcement. Polyurethane O O 3. Utility Sleeves Shall Be Standard Weight, Conform To ASTM A53, Wall Layout Line = Concrete Sidewalk, Foam Insulation Grade B And Galvanized In Accordance With ASTM A123. Front Face of MSE Wall 5" Thickness With 4x4 Linder Road 4. The Cost Of Furnishing And Installing The Utility Sleeves And — W4xW4 WWF, Lap Profile Grade Line * Polyurethane Foam Insulation Shall Be Incidental To S501 —17A. 6�2 WWF Into The Footing Transition Cross Slope To Match Cross Slope 4 � Utility y On Bridge In Transition Sections. Conduit Centered Varies ** In Sleeve (Typ.) All Excavation Required For MSE Wall Construction, Including MSE Backfill, Is 10'-0" Varies (4' Max) Incidental To 202.4.6.A.1 Multi—Use Pathway Concrete Buffer Back Of Curb � 0 N Bicycle Railing Type Combination Railing, C4 UTILITY SLEEVE DETAIL N 2, See Sheet 45 See Sheet 44 I N.T.S. N dard Curb Form Gap In Coping Varies 11 —6 Max � Elevation I Grade Finished Reference Line 1 .75%* _ I w • Q< d z ° ° 2' d°• ° 4�'�utter Bicycle Railing Type 2 � d • ° Q I O 6A�7 11 11 11 11 11 11 11 11 11 11 11 11 H 11 11 11 11 11 11 11 11 11 11 11 TF—F O (D � � `� 0j 3/4" DripGroove o iv #5 @ 12 Top & d Bottom Each Way � Notes: Concrete Parapet for o O O Bicycle Railing N 1 . Provide MSE Walls in Accordance With S501 -17A. Bottom of Coping Q Q Q 2. Bottom of Wall Layout And Elevations Are Shown For Multi—Use Pathway Estimating Purposes And May Be Adjusted As Required Form 4" Gap d By The MSE Wall Manufacturer. Minimum Embedment Depth Of 3'-0" To Bottom Of Wall Shall Be Provided > Utility Sleeve, Below The Proposed Ground Line, Unless Otherwise Cn See Detail C4 p Top of MSE Wall Panels Noted. I— iF Cn I° 3. MSE Wall Reinforcement Length, L, Shall Be A Minimum 70 Percent Of the Height, H, From The Top Of Leveling Pad To Finished Grade At Back Face Of Coping And Not Less Than 8'-0". Actual MSE Wall ° Retained Backfill Reinforcement Length Shall Be Determined By Wall Bottom of Coping o Front Face of MSE Wall Manufacturer. (Vertical Precast Concrete Panel MSE Backfill — o � I 4. All Stations, Offsets and Elevations For MSE Wall Are With Ashlar Stone Finish) Paid For As Bid Computed At Outside Face of Wall. For Layout Q = Item 202.4.6.A.1 Purposes, MSE Wall Panel Thickness Of 5Y2" Is w • Assumed. Make Adjustments If Different Thickness Panel Is Used. Provide 5Y2" Minimum Thickness. J _J 5. Design Concrete Leveling Pad Per Manufacturer's 3: I Specifications. CD z II z = 4'-0" Bench Li Q Existing 2'-0" Groundline** 04 Proposed ° o_ Ground Line I _ _ — — — — MSE Wall Precast Panels Fn With "Ashlar Stone" Finish Cn o >\�r\� �� N N Granular Subbase And o Compacting Backfill (Incidental Finish Grade I° To Bid Item 202.4.6.A.1 hi ° I E�l I I I • ° U • °°d dv Top of Leveling Pad z w Reference Elevation L = See Note 3 _ EL of Top of Leveling Pad oConcrete Leveling Pad o' z J Y Z Q LL. O F_ Al MSE WALL - TYPICAL SECTION A4 MSE WALL - FACE Q 1/291 = 1'-0" 0 1' 2' 4' N.T.S. ■ z L LJ O 5s\0 NA` F� Z< G\S T C Li 0 z a • D E T A I L T I T L EIt 7 o Revisions: ° • S I G N A T U R E S • � �'� p'� _ CN RETAINING WALL DETAILS ° °F�NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 43 of 101 .1' 1 www.achdidaho.org Pay Length = NE 622 LF; NW 628 LF; SE 429 LF; SW 390 LF NOTESMaterials End Rail 1111111110- 1 . Provide Structural Steel Tubing That Conforms With ASTM A500 Grade B. Pay Length. 20'-0" 1 '-6" 10'-0" Maximum 1 '- Rail Section 2. Provide Structural Steel Plates That Conform With ASTM A572 Grade 50 or A529. 6" � � 3. Provide Anchor Bolts That Conform ASTM F3125 Grade A325 or ASTM A449 or Threaded Rods in Post Spacing Min. See Note 15 Accordance with ASTM 1554 Grade 105. Provide One Tack Welded Heavy Hex Nut And One 2Y4"Dia. 1 '-0" i (Typ.) Hardened Steel Washer At Each Bolt. Provide Hardened Steel Washer That Conforms With ASTM See 9 Max. 9 Max. F436. Provide Nuts That Conform With ASTM A563. 2A Note 4. Provide 2" Dia. Standard Pipe That Conforms With ASTM A53 Grade B, ASTM A1085, Or ASTM End Block 60` 15 i� A500 Grade B. �®B See Note 16 - See Note 4 See Note 16 5. Provide 1Y2" Dia. Standard Pipe Sleeve Member That Conforms With ASTM A53 Grade B Or ASTM I I A50 Grade B. --- J' Galvanizing/Powder Coating 6. Galvanize Structural Steel Parts, Railing, And Sleeves After Fabrication In Accordance With ASTM A123 And ASTM A153. Thoroughly Clean Welded Areas Prior To Galvanizing To Remove Slag Or Other Material That would Interfere With The Adherence Of The Zinc. Provide Galvanized Surfaces Free Of Fins, Abrasions, Rough Or Sharp Edges, Or Other Surface Defects. Repair Damaged QuadGuard M10 Crash Sidewalk Coatings in Accordance With ASTM A780 And ASTM A123. Cushion At Leading _ C C C B B 7. Powder Coat The Railing System After Galvanizing With A Minimum Thickness Of 3 Mils. Paint Edge Only (Install Per C Manufacturer) ° •° m a ° Pattern On With Color RAL 9005 (Jet Black). Submit A Color Sample For Approval. Pedestrian 8. Prepare The Galvanized Surface For Powder Coating in Accordance With ASTM D7803. Submit Face Only, Powder Coating Shop Procedures for Preparation Of The Galvanized Surfaces And Application See Note 23 Process Of The Powder Coating For Approval.9. Repair Scratches, Pits, And Other Defects In Wall Joint A Wall Joint A Accordance With The Powder Coating Manufacturer's Written Instructions. 12 L-§*B At All Dummy Joints Wrap L.A Footing Fabrication And Erection w Horizontal Bars With Plastic 10. Fabricate And Erect The Railing In Accordance With The Current Edition Of AASHTO Specifications N Tape For 6" To Allow Slippage For Highway Bridges And ITD Standard Specifications. ci 11 . Submit Shop Drawings 504.01 F And 105.02. 12. Construct Railing Conforming To The Horizontal And Vertical Alignment Of The Sidewalk. Install COMBINATION PEDESTRIAN RAILING - ELEVATION o Posts Normal To Grade In Longitudinal Direction And Vertical In Transverse Direction. 6" Limits Of Textured Surface 13. Saw Or Mill All Ends Of Tube Sections At Splices. Provide Cut Ends That Are True, Smooth, And N Free From Burrs Or Ragged Edges. 14. Provide Vent Holes For Galvanizing As Required And Shown On The Shop Drawings. Drill Vent C° 2 Eq. U 1 N#5 @ 9" Max. 9 q P 9 o Holes Away From Traffic Face And Not On The Top Surface Of The Horizontal Tubes. Li 1 '-2" Rail 15. Attach Rail Sections To At Least Two Posts, But Not More Than Four. One Shop Splice Per Pipe z 0'-5" 1 '-2" Rail Section Is Permitted With A Maximum 85% Penetration Weld. Provide Square Groove Or Single I , �I ,> a U2- 5 V-Groove Weld And Grind Smooth. w 2y2„ I I 3/4 Chamfer (Typ.) _I U3 #5 Traffic Face ,# 16. Provide Expansion Joint Or Splice Joint In Rail As Required. Q Traffic Face --- 17. Cap Open Ends Of Hollow Structural Steel Sections. _ Anchor Bolt 3/4" Chamfer R2N#5 Parapet Epoxy-Coated Reinforcement N 1 ,-0" 18. Round Or Chamfer Exposed Edges Of Steel Components Ys" By Grinding Prior To Galvanizing. 1 o �o a� A U,,, 5 it 82 PLAN VIEW RN#5 Parapet Notes No ^Nm IN �, o ^ R2N#5 Traffic DIM U1 U2 U3 19. Provide Concrete Class 40AF. z 20. Provide Epoxy Coated Grade 60 Type S Reinforcement in Accordance With 708.02. N \ _ I �' � UN 5 _I Side „ „ „ U 1 N 5 @ 9" MAX. NCO 0 X a) N # m A 8Y2 7Y2 6Y2 0 1 -0 # 21 . Provide A Rubbed Surface Finish To The Traffic Face In Accordance With - o _I of R1 N#5 (E.F.) 22. Provide 2" Clear Cover To All Reinforcing Unless Noted Otherwise. 502.03 Part I. Q C: V R2N#5 0 o I B 3 -4Y2 3 -1Y2 2 -10Y2 o L_ a_ a) N --- - I R2N#5 _I - 12" R 23. Provide a Textured Surface To The Inside (Multi-Use Trail) Face in Accordance With 575 Using > X Cn °' V-#5 @ N Top Of I 3 -8 I 10" R Pattern Custom River/Rock On Sheet 46 With A Max. Depth of 1Y2". a o 10 Max. ° N I cn m z Sidewalk ° UN#5 24. Construct The Parapet Plumb, With Steel Posts Square To The Top Of The Parapet. Provide Type a Sidewalk ° R3N#5 VN#5 a B Class 1 Grout In Accordance With 705.02 Under Post Base If Gaps Greater Than Ys" Exist. 0 ° ° - g ewalk LV ___ ° ° d ° >, -I J R3N#5 (E.F.) R2N#5 C° 25. Place Parapet After The Sidewalk Is Placed. Slip Forming Is Not Allowed. __ 72 -6 Min. _ 26. Water Cure The Concrete Surface In Accordance With 502.03 Part J. ° „T:4 1 '-2" Min. Lap Splice U3N#5 (E.F.) 27. Provide Wall Joints, Spaces Not To Exceed 60'-0'. Provide Dummy Joints Uniformly The Length CD SECTION A-A 1 -2 Min. SECTION B-B R2 5 U2N#5 To Of Of The Sidewalk Spaced At Not Less Than 6' Nor Greater Than 12'. TYPICAL SECTION ON SIDEWALK TYPICAL SECTION AT END BLOCK N# _ Sidewalk 28. Form Or Core Holes And Recesses In Attenuator Connection. Percussion Drilling Is Not Permitted. 0 2» _ -------�--- -- Adjust Placement Of Reinforcing To Avoid Bolt Holes And Recesses. Provide Bolt Recesses On The • Back Side Of The Rail (Multi-Use Trail Side). Provide Bolts Of Sufficient Length To Extend 3/4" J_ Clr. a •• Beyond Nut. a Symmetrical About Method Of Measurement - 0 4% ! 8 29. Furnish And Install The "Combination Pedestrian Railing" As Shown On The Plans, Complete In z ,> 0 1 -8 4 Traffic Face ELEVATION VIEW Place. m 2/4 �7�/4 �T� 3/�i 2/4 1 AT TERMINATION OF WALL APPROXIMATE QUANTITIES z >, Rail Member o Base R 1Y4 ,> >, >, Concrete:..................................2.33 CF/LF 0i - - - - - - - - -�- - - - - - - - - - HSS 8 x4 A4 Structural Steel:.......................34 LB/LF =N _ 1Ys x13/4 ! _ 1 Epoxy Reinforcement:................13 LB/LF z o _ Slots (Typ.) Typ ! 3/s TYP• � _ -2" Dia. Standard Y HSS 8"x 4"A4" - - }- - 4 "� Q � _ - � Pipe. Put On , „ ----- ---- ------------ -------------- Traffic Side 2 -0 IAA >, 2"Dia. Std. ,> -� Post 1 " Typ. 3/s 13�6 1 '-0" 1 '-0" 35�6„ HSS Tube 13, 0 13 0 Pie See TCli Round Std. Pipe p m Traffic Side7 1 (Typ ) 3" 6" 1�2" Hole For 3/s" Dia. ! 2" Note 5 ILI)z 43�g„ 9/4 43 Post Base Plate _ - 1 ,> Pin On Bottom ___ ___T_ Sleeve Member 1 (I TYP o �8 \ 10�2 Of Sleeve 75�6" )-F �_ I g o o - p --- ---- --- Q N m D_ -------------- '-3/6 z POST BASE PLATE ELEVATION SECTION THRU RAIL c� w 3/s" Dia. Rail Exp. -- 3/ I 3/g" Dia. Pin (Drive TUBE WITH RAIL POSTS & ANCHORAGE DETAILS R (ASTM A36) Bent G Drain Joint or Fit On Bottom Of � Welded Continuous And L®A ) �I Ground Flat Hole Splice Sleeves SECTION END VIEW AT RAIL ENDS AT SPLICE OR EXPANSION SECTION A-A SECTION A-A 1 1) IIe AASHTO M213 Preformed Expansion Joint JOINTS Round Std. Pipe HSS w R2N#5 �� 2 Taal HSS TUBE SLEEVE MEMBER TUBE FABRICATION DETAILS o V-Groove D ETAI L j Form To a a o Here U A N 4 - Z w . E I o Sidewalk � „ 3/ >, 3/ „ C n I � � Flush o Footing 2 4 4 rn E Or VN#5 @ VN#5 @ 3 3 - w Y6„ o 4 4 - Max KELLER z 10" Max. 10" Max. ' v /s" Dia. Heavy 1 Hex Head Tack Weld • Li WALL JOINT A SECTION C-C SECTION D-D Anchor Bolt (See Note 3) o (Typ. @ Both Sides Of (DUMMY JOINT) \°NA L Wall And Top Of Sidewalk) (Typ. @ Both Sides Of Wall And CAST-IN-PLACE ANCHOR BOLT �5s LiTop Of Sidewalk) �z< G\sT z a �3 • D E T A I L T I T L EIt ° o Revisions: • S I G N A T U R E S _ COMBINATION PEDESTRIAN RAILING ° �°F�NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� �'• CAR ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 44 of 101 .1' 1 www.achdidaho.org N O T E S MATERIALS 1 . Provide Structural Steel Plates & Sleeves That Conform With ASTM A709 Grade 36. 2. Provide Structural Steel Tubing That Conforms With ASTM A500 Grade Edge of Coping/Parapet Wall B Or ASTM A501 . 3. Provide Bolts, Acorn Nuts, And Washers That Conform With ASTM A307. 4. Provide Hexagonal Bolts And Nuts That Conform With ANSI B18.2.1 0 o And B18.2.2. 5. Provide Round Head Machine Screws That Conform With ANSI B18.6.3. 6. Provide Epoxy Coated Grade 60 Type S Metal Reinforcement In Accordance With 708.02. Rub Rail GALVANIZING/POWDER COATING 7. Galvanized Steel Parts After Fabrication In Accordance With ASTM A123 And ASTM A153. 8. Galvanize Anchor Bolts, Nuts, And Washers In Accordance With ASTM Multi-Use Pathway A153. 9. Thoroughly Clean Welded Areas Prior To Galvanizing To Remove Slag Or Other Material That Would Interfere With The Adherence Of The PLAN VIEW Zinc. Repair Damaged Coatings In Accordance With ASTM A780 And ASTM A123. 10. Provide Galvanized Surfaces Free Of Fines, Abrasions, Rough Or Sharp Edges, Or Other Surface Defects. 11 . Powder Coat The Railing System After Galvanizing With A Minimum Thickness Of 3 Mils. The Color Will Be RAL 9005 (Jet Black). Submit N N A Color Sample For Approval. 12. Prepare The Galvanized Surfaces For Powder Coating In Accordance N With ASTM D7803. Submit Powder Coating Shop Procedures For 0 N Preparation Of The Galvanized Surfaces And Application Process Of The N Bridge Over 1-84 656'-6" NE Rail; 639'-6" NW Rail (Rail Pay Length) Powder Coating For Approval. 13. Repair Scratches, Pits, And Other Defects In Accordance With The 0 Powder Coating Manufacturer's Written Instructions. w z FABRICATION AND ERECTION 14. Fabricate And Erect The Railing In Accordance With The Current Edition Q Of AASHTO Specifications For Highway Bridges And ITD Standard 0 Specifications. 0 Typ. 3/6 Ball Type Post Cap 15. Submit Shop Drawings In Accordance With 504.01 F And 105.02. 16. Construct Railing Conforming To The Horizontal And Vertical Alignment N 30'-0" Maximum Spacing of Expansion Joints HSS 2"x2"x Y4" (Typ•) Of The Structure, Install Posts Normal To Grade In Longitudinal 0 Direction And Vertical In Transverse Direction. NV (Rounded Corners) 17. Saw Or Mill Ends Of The Tube Sections At Splices. Provide Cut Ends N 1 '-6" 8'-0" Maximum 3/6 That Are True, Smooth And Free From Burrs Or Ragged Edges. 3yl6 18. Provide Vent Holes For Galvanizing As Required And Shown On The 0 1 " 3 SPS. © 6" Equal Spaces ® 6" Max. Between Posts Shop Drawings. From Traffic Face And Not On NO HSS 4"x2"x1'4" Drill Vent Holes Away 6"=1 '-6" I The Top Surface Of The Horizontal Tube. (Rounded Corners) Ln DETAIL A DETAIL B I _ 19. Attach Each Rail Section To A Minimum Of Two Posts, But Preferably N DETAIL F m j� " „ „ Three Or More. Railing System Will Be Continuous. Locate Each Joint HSS 1 x1 x Ys Spindles In A Rail Length At The Same Position In The Section And Splice As g Rub Rail A SPLICE HISS 2'M 2"x Spacing Detailed. ( yp ) 20. Submit Alternate Splice Details For Approval On The Shop Drawings. (Rounded Corners) i METHOD OF MEASUREMENT 5/8 0 x 1 -1 Anchor 21 . Furnish And Install "Bicycle Railing" Shown On The Plans, Complete In 0 i :� Bolts With 2 Washers & +3 1 Acorn Nut Each 2" Place, Measured By The Linear Foot. N i a Projection, Cut Bolts As cn a� PARAPET o DETAIL E I Required For Acorn Nuts - o N ASTM F1554 Grade 36 z 22• Provide Concrete Class 40AF. For Parapet And Class 40A For Drilled N it NN ii o Post Hole. • ° • • ° a 23. Provide Textured Surface To Inside and Outside of Bicycle Railing °• :° , ° II° ,11 M • , hl,° II II• DETAIL C •° • .II° II II s R1 #4(E) Parapet. Provide Textured Surface in Accordance With 575, Using II II °• I II II II II ° DETAIL D _ Multi-Use Pathway m Pattern Shown on Sheet 46. z Texture (See Parapet Note 23) 24. Provide Type B Class 1 Grout In Accordance With 705.02 Under Post a O O P O O O O O D O N Base If Gaps Greater Than 1/16" Exist. N O 0 O O 0 O o O 0 25. Place Parapet After The Sidewalk Is Placed. Slip Forming Is Not o O O OO O O O 0 O OO ( I I Allowed. m O O O O D O O O 0 O O D O O O D 26. Water Cure The Concrete Surface In Accordance With 502.03 Part J. cn I II Smooth Finish 27. Provide Wall Joints, Spaces Not To Exceed 60 -0 . Provide Dummy g i Multi-Use Pathway ii Q Joints Uniformly The Length Of The Sidewalk Spaced At Not Less Than m i Pattern Shall Be Repeated To Expansion Joint 0) 0 6 Nor Greater Than 12 . o I Provide A Continuous C 0 Patterned Concrete Surface. o I See Detail Parapet "River & ii o M w I Rock" Pattern Detail Sheet 47 II I w I II I II w I II w Q > U I II MSE Wall z I II cnL------------------------------ -------------------------------------------- ----------------------JL------------------------ Ld jBottom of Coping � A 0 o' z 1 '-0" NOTE: ELEVATION VIEW X See Sheet 47 For Parapet Joint Details, Railing 0 Assembly Details And Railing Splice Details. BICYCLE RAILING TYPE 2 SECTION A-A Al zKELLER w 0 55\0 NA` F/V C G\S T z a • D E T A I L T I T L EIt M 7 o 0 Revisions: • S I G N A T U R E S • � �'� p'� _ CN BICYCLE RAILING TYPE 2 ° °F�NP1_ Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� • CAR �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 45 of 101 . N O T E S Y4" Chamfer (Typ.) MATERIALS #4 ® 1 '-0" Max. 1 . Provide Structural Steel Plates & Sleeves That Conform With ASTM A709 Grade 36. Edge of 2. Provide Structural Steel Tubing That Conforms With ASTM A500 Grade Parapet Wall N a B Or ASTM A501 . 3. Provide Bolts, Acorn Nuts, And Washers That Conform With ASTM A307. o 4. Provide Hexagonal Bolts And Nuts That Conform With ANSI B18.2.1 Fa - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - Q z And B18.2.2. - --`--------------- --------------- ----- X Q o 5. Provide Round Head Machine Screws That Conform With ANSI B18.6.3. Embankment �Q) ° 6. Provide Epoxy Coated Grade 60 Type S Metal Reinforcement In � " Accordance With 708.02. Rub Rail Slope © � GALVANIZING/POWDER COATING 7. Galvanized Steel Parts After Fabrication In Accordance With ASTM A123 � E And ASTM A153. Multi-Use Pathway v 8. Galvanize Anchor Bolts, Nuts, And Washers In Accordance With ASTM A 153. 9. Thoroughly Clean Welded Areas Prior To Galvanizing To Remove Slag PLAN VIEW #4 U= ® 1 '-0" Max. N Or Other Material That Would Interfere With The Adherence Of The U �° Zinc. Repair Damaged Coatings In Accordance With ASTM A780 And ASTM A123. z o 10. Provide Galvanized Surfaces Free Of Fines, Abrasions, Rough Or Sharp -- - --CD -- Edges, Or Other Surface Defects. f 11 . Powder Coat The Railing System After Galvanizing With A Minimum Q Bridge Over 1-84 382'-0" SE Rail; 362'-0" SW Rail (Rail Pay Length) Thickness Of 3 Mils. The Color Will Be RAL 9005 (Jet Black). Submit 1 -0 A Color Sample For Approval. 0) 12. Prepare The Galvanized Surfaces For Powder Coating In Accordance SECTION D-D With ASTM D7803. Submit Powder Coating Shop Procedures For NPreparation Of The Galvanized Surfaces And Application Process Of The Powder Coating For Approval. 00 13. Repair Scratches, Pits, And Other Defects In Accordance With The Powder Coating Manufacturer's Written Instructions. 0 FABRICATION AND ERECTION Q 30'-0" Maximum Spacing of Expansion Joints 14. Fabricate And Erect The Railing In Accordance With The Current Edition Cn Typ• 3/6 Ball Type Post Cap Of AASHTO Specifications For Highway Bridges And ITD Standard g1 '-6" 8'-0" Maximum _ Specifications. HSS 2"x2"x Y4" (Typ.) 15. Submit Shop Drawings In Accordance With 504.01 F And 105.02. 1 " 3 SPS. @ 6" Equal Spaces ® 6" Max. Between Posts Rounded Corners A I ( ) 16. Construct Railing Conforming To The Horizontal And Vertical Alignment 6"=1 '-6" 3/16 Of The Structure, Install Posts Normal To Grade In Longitudinal 3j6 Direction And Vertical In Transverse Direction. o DETAIL A DETAIL B DETAIL F 17. Saw Or Mill Ends Of The Tube Sections At Splices. Provide Cut Ends HSS 4 x2 A4 That Are True, Smooth And Free From Burrs Or Ragged Edges. No SPLICE E i (Rounded Corners) 18. Provide Vent Holes For Galvanizing As Required And Shown On The J Rub Rail -� Shop Drawings. Drill Vent Holes Away From Traffic Face And Not On Q I HSS 1 "x1 "x 1'8" Spindles The Top Surface Of The Horizontal Tube. w 41 ® 6" Max. Spacing 19. Attach Each Rail Section To A Minimum Of Two Posts, But Preferably 0 Q HSS 2"x2"x Y4" (Typ.) Three Or More. Railing System Will Be Continuous. Locate Each Joint °'Ld E Rounded Corners In A Rail Length At The Some Position In The Section And Splice As o' Detailed. #4 Continuous 20. Submit Alternate Splice Details For Approval On The Shop Drawings. J DETAIL E " i i 5/$"0 x 3'-4" Anchor +, B Q i o Bolts With 2 Washers & METHOD OF MEASUREMENT it it it it t l it °� Com lete In j ° ' ' I °' 1 Acorn Nut Each 2" Furnish And Install Bicycle Railing Shown OIn The Plans, p `� II II• •° DETAIL C �_ J • II II s I ° Projection, Cut Bolts As Place, Measured By The Linear Foot. II II a• • ; II Im • a •• � " a) N C_ Required For Acorn Nuts � Texture (See Parapet Note 23) DETAIL D "j � Smooth Finish ' ' ASTM F1554 Grade 36 PARAPET g 00 O O 0� O 0 `� Embankment i i R1N#4(E) 22. Provide Concrete Class 40AF. For Parapet And Class 40A For Drilled o O 0 O 0 O O O 0 Q O Slope Multi-Use Pathway Post Hole. o O O OO O O OO O O O O O OO r� I I 23. Provide Textured Surface To Inside and Outside of Bicycle Railing Q) O O 0 0 0 0 1 0 0 O O ci O (3 O O D O O 0 0 Parapet. Provide Textured Surface in Accordance With 575, Using I I I I I I II I I _ Pattern Shown on Sheet 46. o Multi-U e Pathwa I I I II I I o _ 24. Provide Type B Class 1 Grout In Accordance With 705.02 Under Post Y I I I II I I .0 I I I I Pattern Shall Be Repeated To I I I I Expaansion Joint I E #4 Ties @ 1 -0„ Base If Gaps Greater Than 1/16 Exist. I I I I I " � w Provide A Continuous i i I I I I I I o � � � 25. Place Parapet After The Sidewalk Is Placed. Slip Forming Is Not ZwI IIII III III Patterned Concrete Surface. II II Q II II II II II II o Allowed. O See Detail Parapet "River & 26. Water C ure The Concrete Surface In Accordance With 502.03 Part J. Rock Pattern Detail Sheet 47 (0U) I 27. Provide Wall Joints, Spaces Not To Exceed 60'-0". Provide Dummy o o Joints Uniformly The Length Of The Sidewalk Spaced At Not Less Than oL- I -------- ------------------- ----------------------- ----------I------ -----------------------JL----------------------- a_ c IILJ , , cal I I ` ► D I I I ° " 6 Nor Greater Than 12 . I I I I I I I I = (n R3-#4 0 I I I I I I I I •L � I I I I I I I i o Metal Reinforcement z I I Bottom of Foundation I I I I I I o Z#z I I I I I I I I w „ Y I I I I I I I I � �i 1 -6 z I I I I I I I I Q E E Q I I I I I I I I U7 LL I I I I I I I I r7 3>-8>, I I I I I I I I „ "N ---- ELEVATION VIEW L---------J ------ 3 Clr. 0000 1 „ R3-#4 -------J L- 0 8/2 o � A Drilled Kip/ \�� (Typ.) R4N#4 Post z Post g Foundation - „ Post o' 3 Clr. (Typ.) 1 -6 APPROXIMATE QUANTITIES Of NOTE: Concrete:..........................................-6-.4_7 CF/LF Of w See Sheet 47 For Parapet Joint Details, Railing SECTION A-A SECTION E-E Structural Steel:..................................26 LB/LF o Epoxy Reinforcement:..........................26 LB/LF z Assembly Details And Railing Splice Details. J 0 BICYCLE RAILING TYPE 3 N Al 3/4" = 1'-0" 0 1 2 3 DRILLED CONCRETE POST BASE DETAILKELLER N Cn A S S • H O w O Of w 55\0 NA l F� N Q� G\S T C o • D E T A I L T I T L E • V ' w PZ Ohi Revisions: • SI GNATU RES •J O_J E OF RAILING TYPE 3 •� _ cAR�P� j Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �ACl�D Ada County Highway District 3775 Adams wwtw.achdidaho.orgho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 46 of 101 -2711111111- Note: At All Dummy Joints Wrap 7" Horizontal Bars With Plastic Tape 35/8" 3" For 6" To Allow Slippage. Preformed Expansion Joint Filler AASHTO M213 3/s" HSS 4"x2"A," HSS 4"x2"A4" Type A Splice HSS 33/s"x1%"xY4" Y2 HSS 33/s"x13/s"xY4" (See Type A Rail 23/4" 7// Drill & Tap 2 Splice Insert) ° s Holes In Splice /s' Tube For 3/s"0 -- 2Y4" I I Machine Screws -- K i K Round Edges (Typ.) 3/s"-16 UNC Round Head � " 3/8"-16 UNC Round Head Screw With Lockwasher 4 Y2" Screw With Lockwasher 18-8 Stainless Steel z/6 x23/4 Slot 3/4„ 3/4„ 18-8 Stainless Steel 3/4 3/4» DETAIL G SECTION 1-1 VIEW K-K SECTION B-B DUMMY JOINT SECTION C-C 7" 3 (Typ. @ Both Sides Of (Typ. ® Both Sides Of 3/s0. 3/s>, HSS 2"x2"xY4" HSS 2"xZA" Wall And Top Of Sidewalk) Wall And Top Of Sidewalk) Type B Splice-Fabricate From 1/4" Plates Fabricate From PARAPET JOINT DETAILS Drill & Tap 2 1/4" Plates N C 1 5/8„ Holes In Splice N.T.S. Tube For 3/s"0 0 24" Machine Screws 3/s"-16 UNC Round Head K K Round Edges (Typ.) Screw With Lockwasher %"-16 UNC Round Head 18-8 Stainless Steel \ Screw With Lockwasher C° 18-8 Stainless Steel 0 w z DETAIL H. SECTION J-J o_ N N O N 7„ N 2Y4„ 4Ys„ 7„ Splice Insert-HSS N H J I 5/8" 33/$„x 13/g„x3/6„ Dr 2 /4„ 4Y„ o ,f „ From Y elnsert-Fabricate TYP. — -- Fabricate From 3/16 h' �5/� " It vai G TYP. - -- -- --- -- i rGg - --_ - G Drill & Tap 2 HolesE In Splice Tube For Drill & Tap 2 Holes 7/g 0 Heavy -6 3/s"0 Machine Screws � In Splice Tube For Hex Head 3/s"0 Machine Screws Anchor Bolt E 0 3/16 1 1 3 „ (See Note 1 w /$ - TYPE A SPLICE INSERT TYPE B SPLICE INSERT o VENT 3/s"� On Sheet 46) - cn HOLE VENT � HOLE w TYP. RAILING SPLICE DETAILS � = X w N.T.S. o- DETAIL A DETAIL C DETAIL E z J_ Q 0 7" F* A m 3/4„ Ball Type Post 3Y2" Y4 Y4 -�8» Ya" Recess 13/16" Path Recess With Pigmented Sealer =� g TYP• Cap Install per _ w G Manufacturer's G Y2» I \ M o I Instructions ShimR 3/4" ° ° a^ ° da n d ° d a d d n d / Y4 -�- - o e - HSS r7 d e a ° d �6 ° d a � i� — 3"x 3"xY4" w _ 0 o° o 0 o I I 17/ „ r7 5/$„ R 8 / 3 -3 _1 �4„ _I Q I U 3 /$„ 0 Y4 r %„0 O O O Q 4" 1Y" VENT 0 0 /6 VENT HOLE 2 0') I _ HOLE VENT 0 O 0 0 0 Q z `�► A HOLE O 0 �N � 0 0 o 0 w Y6 � 3 3 Q) 0O 0 0 00 O DOD OD DO Holes SECTION A-A 4 �4 � �4 i DETAIL B DETAIL D DETAIL F �- River Rock Recess varies (Y4" Min.) Y2" Recess Between Rocks FORMLINER CONCRETE 10'-0" J NOTE: Formliner To Match "River & z Rock" Pattern from Bridge Plans. Q o' w 0 Al RAILING ASSEMBLY DETAILS A3 PARAPET "RIVER ROCK" PATTERN DETAIL z N.T.S. 1" = 1'-0" 0 w O 5s\0 NA` F� Q G\S T C _J a • D E T A I L T I T L EIt 7 o O Revisions: • S I G N A T U R E S • � �'� p'� _ N OF BICYCLE RAILING & WALL DETAILS ° �CA A NP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 (� �'• R ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 47 of 101 .1' www.achdidaho.org \ \IL 101 + GLS LINDER ROAD �,1 ��: •'•• \ o �! �� • o 0o rn O c) + ti N M O o • \ f �� v G� 0 UW � w QN o « � 0- w � � � w 6 w +0.50% > _J dy 109'-105/8" 6-0" X 3'-0" PRECAST CONCRETE CULVERT REMOVE •• •'•••• \\\ase \ EXISTING END CULVERT co rn •\ CULVERT - / \ 1 \ o STA. 43+46.99 > `Y' N co °' \ PTA _ — — — ON" ELEV. 2597.15 J ~ > I — _ _ CAST IN PLACE CLOSURE POUR. � + rn � + rn KENNEDY WALL \ \ ----- --- ---------- h� ------___ ___ _----- — -- -------- SEE "CONCRETE CLOSURE POUR U > 0 > \ DETAILS" SHEET. w � W z � W LATERAL N57048'31"W PT C P/L — \\ q- CULVERT — - - - - - - _ co cn w w w cn APPROACH APRON ----- --- --------------------------------- — -- ---=— N WITH CUT-OFF WALL. \d PT B CULVERT BLINDER ROAD BEGIN CULVERT ` PT D '\\ EXISTING BOX FIELD VERIFY PROFILE GRADE LINE SEE WINGWALLS \\ @ ( N.T.S. STA. 43+42.67 STA. 43+38.36 DIMENSIONS AND LOCATION C) DETAILS" SHEET. \\� o ) N ELEV. 2597.20 ELEV. 2597.24 BICYCLE RAILING \ � •\ P/L p - v° -' — \ / \\ '••, FINISHED GRADE ELEV. \\�: TNN �. \ \ •� 0 �� > POINT STA. OFFSET ELEV. 0 0 �0 PT A 43+74.55 44.50' Lt 2596.96 v \ 'c 2 0 Q \ G� O \ ° �O PT B 43+65.92 44.50' Lt 2597.07 co �0 \ y ` PT C 43+14.75 52.06' Rt 2596.67 co / O •\ ,�p0 / do ` PT D 43+08.56 48.11' Rt 2597.22 �QP�� PLAN 0 1" = 10'-0" J I ti M LS') 109'-105/8" 0 m 6-0" X 3'-0" PRECAST CONCRETE CULVERT UUJ I UJ CLLINDER ROAD HYDRAULIC DATA UI Q 2610 2610 CANAL FLOW DISCHARGE H.W. ELEVATION VELOCITY J J Of 2605 DESIGN 40 CFS 2594.17 FT 3.86 FPS 2605 Q MAXIMUM 60 CFS 2594.84 FT 4.38 FPS J 0 2600 2600 w oo -2% -2% z — Q50 H.W. ELEV. 2594.17 FLOW CONTROLLED BY NIMID. w 2595 I _ 2595 Y ———————— ———— ——————————— M I ILO w o I I INLET ELEV. 2592.13 0 2585 OUTLET INVERT 2585 z ELEV. 2591.90 0 w 2580 2580 0 I M U I z U) W I U Z_ J Y Z LONGITUDINAL SECTION o "NORMAL TO CLLINDER ROAD (OUTSIDE FACE OF ABUTMENT 1 LOOKING � AHEAD ON STATIONING) KELLER 0 1 if = 10'-0" z J W p C35\0 NA L F� G\S`T C �3 0 z D E T A I L T I T L E • o Revisions: • S I G N A T u R E s . KE N N E DY LATERAL CULVERT `? F\oP�° N e• BLAG��P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 SITUATION LAYOUT G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 48 of 98 . DESIGN GENERAL NOTES DESIGN SPECIFICATIONS MATERIALS, CONSTRUCTION AND WORKMANSHIP IN ACCORDANCE WITH THE STATE OF IDAHO "AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS" 9th EDITION AND JUNE 2022 ITD BRIDGE TRANSPORTATION DEPARTMENT, "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", 2023 DESIGN LRFD MANUAL. EDITION, THE PROJECT PLANS, AND SPECIAL PROVISIONS. MATERIAL DESIGN PROCEDURES CONCRETE: DECK SLAB AND EDGE BEAM - CLASS 40A f'c = 4.00 ksi PROPRIETARY COMPUTER SOFTWARE PROGRAMS USED TO FACILITATE THE DESIGN: BARREL WALLS, FOOTINGS AND WINGWALLS - CLASS 40A f'c = 4.00 ksi METAL REINFORCEMENT: AASHTO M31, GRADE 60 TYPE S fy = 60.00 ksi CORROSION RESISTANT REINFORCING STEEL: ASTM A1035, GRADE 100 fy = 100.00 ksi. USE CORROSION RESISTANT REINFORCING IN ACCORDANCE WITH ASTM A1035, GRADE 100 FOR THE TOP AND SIDES OF THE CONCRETE STIFFLEG STRUCTURE. USE METAL REINFORCEMENT IN ACCORDANCE WITH AASHTO NAME VERSION RELEASE DATE M31, GRADE 60 FOR FOOTINGS. PLAN DIMENSIONS AND ELEVATIONS ENERCALC 20.23.08.30 AUGUST 2023 BEVEL EXPOSED EDGES OF CONCRETE 3/4" UNLESS NOTED OTHERWISE. DIMENSIONS TO REINFORCING STEEL ARE TO CENTERLINE OF BAR UNLESS NOTED OTHERWISE. PROVIDE 2" CONCRETE COVER MEASURING FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. PROVIDE REINFORCING STEEL SPLICE LENGTHS IN ACCORDANCE WITH AASHTO SPECIFICATIONS. CONSTRUCTION PROVIDE CONSTRUCTION JOINTS AT THE LOCATIONS SHOWN ON THE PLANS OR AS APPROVED. APPLY CONCRETE WATERPROOF SYSTEM TYPE D TO THE TOP SLAB. DESIGN LOADS DO NOT EXCEED A DIFFERENCE OF 2 FEET IN ELEVATION OF THE BACKFILL MATERIAL ON BOTH SIDES OF THE STRUCTURE DURING BACKFILL OPERATIONS. PERMANENT LOADS SET THE ROLLER IN THE STATIC MODE FOR COMPACTING THE ASPHALT WEARING SURFACE OVER THE DC UNIT WEIGHT OF REINFORCED CONCRETE 0.150 kcf CULVERT WHEN THE DEPTH OF FILL IS LESS THAN 3'. DW FUTURE WEARING SURFACE 0.028 ksf ELEVATIONS BASED ON NAVD 88 DATUM. 00 EV UNIT WEIGHT OF SOIL 0.130 ksf INCIDENTAL ITEMS N FILL DEPTH ** ft WORK NECESSARY TO FULFILL THE CONTRACT THAT IS NOT MEASURED OR PAID FOR SEPARATELY. o EH STIFFLEG CULVERT N ACTIVE PRESSURE 0.036 kcf Fully Drained 0.081 kcf Fully Saturated AT REST PRESSURE 0.057 kcf Fully Drained 0.092 kcf Fully Saturated CAST-IN-PLACE WINGWALLS UJ z ACTIVE PRESSURE 0.053 kcf Fully Drained 0.090 kcf Fully Saturated m AT REST PRESSURE 0.083 kcf Fully Drained 0.106 kcf Fully Saturated SOIL-STRUCTURE INTERACTION FACTOR (Fe OR Ft ) ** ES EARTH LOAD SURCHARGE ** ft Q TRANSIENT LOADS ILL HL-93 00 N I DYNAMIC ALLOWANCE APPLIED TO TRUCK & TANDEM CD LS LIVE LOAD SURCHARGE AT ABUTMENT ** ft N LIVE LOAD SURCHARGE AT WINGWALL ** ft (DETERMINE FROM AASHTO LRFD TABLE 3.11.6.4.1 AND TABLE 3.11.6.4-2) CD Li w co ** - THE PRECAST SUPPLIER DETERMINES THESE VALUES IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. co Q J PRECAST STIFFLEG CULVERT FOOTING DESIGN LOADS SERVICE LIMIT STATE o STRENGTH LIMIT STATE - BEARING PRESUMPTIVE BEARING CAPACITY qp = ** ksf NOMINAL BEARING RESISTANCE qn = * ksf BASED UPON FOOTING SETTLEMENT = ** inches OR LESS o EFFECTIVE FOOTING WIDTH B' _ ** ft EFFECTIVE FOOTING WIDTH B' _ ** ft zI EFFECTIVE FOOTING LENGTH L' _ ** ft EFFECTIVE FOOTING LENGTH L' _ ** ft co RESISTANCE FACTOR Ob = 0.45 RESISTANCE FACTOR 0 = 1.0 FACTORED BEARING RESISTANCE qR = qn (Vb = ** ksf FACTORED PRESUMPTIVE BEARING RESISTANCE Oqp = ** ksf ❑ FACTORED APPLIED LOAD YQ/(B'L') _ ** ksf FACTORED APPLIED LOAD YQ/B'L') _ ** ksf m w = CAST-IN-PLACE WINGWALLS U) i z FOOTING DESIGN LOADS SERVICE LIMIT STATE STRENGTH LIMIT STATE - BEARING PRESUMPTIVE BEARING CAPACITY qp = 4.45 ksf Q NOMINAL BEARING RESISTANCE qn = 12.3 ksf BASED UPON FOOTING SETTLEMENT = 1 inch OR LESS w EFFECTIVE FOOTING WIDTH B' = 6.26 ft EFFECTIVE FOOTING WIDTH B' = 6.26 ft Q RESISTANCE FACTOR (Db = 0.45 RESISTANCE FACTOR 0 = 1.0 o FACTORED BEARING RESISTANCE qR = qn Ob = 5.45 ksf FACTORED PRESUMPTIVE BEARING RESISTANCE Oqp = 4.45 ksf z FACTORED APPLIED LOAD YQ/(B'L') = 3.35 ksf FACTORED APPLIED LOAD YQ/B'L') = 2.38 ksf z w Y I Cl) > W ❑ I O z (D U) w ❑ I M Q U z U) W I U Z_ J Y Z Q O KELLER • S S • Z Q J W > p SS\ONAL F� c O� FG\S`T F w a �c ❑ • D E T A I L T I T L E z y o Revisions: • S I G N A T U R E S • K E N N E DY LATERAL CULVERT 9 `? F�pPIO N o N Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 f DESIGN AND GENERAL NOTES CJ E. BLAG� .gigAcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 49 of 98 l— www.achdidaho.org NOTES: 1. SEE SITUATION LAYOUT SHEET FOR CANAL INVERT AND WATER SURFACE ELEVATIONS AT INLET AND OUTLET OF CULVERT. 2. SEE SITUATION AND LAYOUT SHEET FOR ROADWAY HORIZONTAL ALIGNMENT AND PROFILE GRADE. COMPUTE DEPTH OF FILL FOR THE SELECTED PROPRIETARY PRECAST SYSTEM. 3. APPLY WATERPROOFING SYSTEM, TYPE D TO TOP SLAB FROM FACE OF CURB TO FACE OF CURB. 4. PROVIDE A PROPRIETARY PRECAST SYSTEM SELECTED FROM TYPICAL SECTION SHOWN OR APPROVED EQUAL AND INCLUDE DETAILS AS SHOWN BELOW OR APPROVED EQUAL. 5. PROVIDE EITHER CAST-IN-PLACE OR PRECAST CULVERT COMPONENTS SUCH AS FOOTINGS, EDGE BEAMS, AND WINGWALLS. 6. OFFSET JOINTS BETWEEN PRECAST FOOTING SECTIONS A MINIMUM OF 2' FROM PRECAST BARREL SECTION JOINTS. CONNECT PRECAST FOOTING SECTIONS BY SPLICING THE REINFORCEMENT WITHIN A CLOSURE POUR. 7. PROVIDE A MINIMUM BARREL WALL THICKNESS OF: 8" FOR SPANS < 24', 10" FOR SPANS >_ 24'. 8. PROVIDE DIMENSIONAL TOLERANCE IN ACCORDANCE WITH ASTM C1504 SECTION 11. 0 9. PROVIDE GROUT THAT CONFORMS TO TYPE "B", CLASS I NON-METALLIC NON-SHRINK AS SPECIFIED z IN 705.02. w o_ rn N N O N O N J \ J O LL Z_ OW � W > � �-- � w Z 4 1/2" a- Fy Lu w CONCRETE WATERPROOFING Cn LU < UJ SYSTEM, TYPE D (SEE NOTE 3) APPROXIMATE FINISH GRADE INSIDE WALL JOINT SEALANT 4 1/2" MIN./2" MAX. SURFACE Fill With SIDES ASTM C990 (TYP.) Non—Shrink - Grout SIN r714 .P co T_ 6" MIN. (TYP.) Liy _ T o � Z �I T_ 6'-0" CLEAR SPAN L0IF I a NON-SHRINK GROUT IF j U z REQ'D FOR WATERTIGHT SIN 4�» o • OPTIONAL JOINT (SEE NOTE 6) o _ m N 12" Wide Joint Wrap 12" WIDE JOINT WARP ON / On Outside Surface A OUTSIDE SURFACE OF WALLS, & cn Note: Of Walls. Center On TOP SLAB, CENTER ON JOINT w = Typical At Slab Joint. ASTM C877 INVERT EL. VARIES ASTM C877 c)I Joints, Full Length (SEE NOTE 1) WALL & SLAV JOINT z g Vertical Wall Joint w TYPICAL PRECAST CROSS-SECTION / J Q Li W g 0 3 1/2" x 4" x 0'-7Y2" z 9 1/2n YI TOP OF STRUCTURE TYP. 3 SIDES 2 1/2" Ln / PEDESTRIAN - BICYCLE w RAILING (2) 2"DIAMETER X 6" TOP OF STRUCTURE 12" WIDE JOINT WRAP oI 1 -011 STUDS PER ANGLE CENTER ON JOINT 0 #5 VERT @ 1'-0" EACH FACE N ! ASTM C877 w 4 / a z if n � FINISHED GRADE MULTI-USE cn - LLI o a PATHWAYco I r7 Q — _ FILL WITH NON-SHRINK #5 HORZ. - SEE WINGWALL FILL WITH ° III III III III CLOSER L Y4 x 3 x 3 x 0'-8" GROUT DETAILS SHEET. NON-SHRINK � III III EMBEDDED INTO PRECAST z a III III III III_ POUR CONC.SECTIONS 31/2" GROUT cn II III—III— w o •:. ; ' . NOTE: a PROVIDE A MINIMUM OF 2 WELD CONNECTIONS NOTE: o ALLOWABLE °O � AT THE TOP SLAB JOINT OF EACH PRECAST TYPICAL AT SLAB JOINTS, CONST. JOINT SECTION (EACH SIDE) FULL LENGTH z THREADED COUPLER PRECAST FOOTING CLOSURE POUR Y SLAB JOINT z EDGE BEAM DETAIL WELD CONNECTION Q o' w 0 KELLER 0 z Li • 0 SS\ONAL F� O �C G\S T w C � • D E T A I L T I T L E N Revisions: • S I G N A T u R E s • K E N N E DY LATERAL CULVERT -1 _&OF 0' CN Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 DETAILS CJ E. BLAG�� ,.Ac HD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 50 of 98 27 111111— www.achdidaho.org PRECAST CONCRETE BICYCLE RAILING BOX CULVERT REFER TO ISPWC (ACHD SUPPLEMENT) CAST-IN-PLACE APRON AND CUT-OFF WALL 1'-0" BIKE RAILING SD-2040L DRAWING AM:#5 #6 X 4'-0" DRILL AND BOND 8" INTO THE CULVERT BOTTOM p A SLAB AT MID DEPTH W IL ` U W < U z � o W J Nt d J_ O IL #6 VERT. @ 6" MAX. 13'-0�/$" M 6'-35/$" CONCRETE WINGALL AND CURB #5 VERT. @ V-0" MAX. 11 #5 HORIZ. @ 1'-6" 1-10.. A N MAX. EACH FACE 28'-0" N #5 @ V-0" MAX. CAST-IN-PLACE WINGWALL FOOTING CAST-IN-PLACE N 4'-6" #5 @ 6" MAX. WINGWALL FOOTING 0 PLAN z #5 1'-0" MAX. TOP & BOTTOM @ 1%2" = 1'-0" it 10'-0" r , #6 (SEE WALL ELEVATION) N COORDINATE WITH PRECAST FOOTING LIMITS N O N 312" 6„ 6%„ N TYPICAL SECTION - `° FINISHED GRADE (F.F.) BICYCLE RAILING Lw 1%2" = 1'-0" r� > #6 CUT FROM #6 VERT. SPC. AS SHOWN REFER TO ISPWC (ACHD SUPPLEMENT) BIKE RAILING SD-2040L DRAWING ¢ CAST THE WINGWALL FOOTING AGAINST THE PRECAST CONCRETE BARREL FOOTING AND TRIM THE WINGWALL #5 @ V-0" MAX. FOUNDATION REINFORCING TO WITHIN 2" CLEAR OF THE _ _ _ — — — — — PRECAST (TOP & BOTTOM) BARREL FOOTING CONCRETE 3: CULVER o FINISHED GRADE (O.F.) J Q CAST-IN-PLACE APRON AND CUT-OFF WALL 0 z_ N #6 DRILL AND BOND DOWELS @ V-0" MAX INVERT ELEV. 2591.90 0 �I m FINISHED GRADE (O.F.) o (TYP. AT C.I.P. AND PRECAST FOOTING INTERFACE) M I � CULVERT / HEADWALL SEE SECTION 3�8" 61 DETAIL THIS SHEET LIMITS OF FULL LENGTH #5. COORDINATE o LOCATION WITH PRECAST FOOTING. it U) DRILL AND BOND CAST-IN-PLACE w REINFORCING INTO THE FOUNDATION REINFORCING PLAN WINGWALL FOOTING ELEVATION T_ PRECAST BOX CULVERT WITH 8" EMBEDMENT 1%2" = 1'-0"z 1%2" = 1'-0" ¢ J J Of PRECAST CULVERT w 31-011 0 co CAST-IN-PLACE APRON AND CUT-OFF WALL 0 w z z o w Y CY) co LO #4 BARS @ 12" O.C. BOTH DIRECTIONS >> 6„ w 0 I O Z SECTION A-A U) 0 1%2" = 1'-0" I M U I Z U) W I U 6 Z_ J Y z L O KELLER oA S S • z J W > p C35\0NAL F� C <, \S`T C w a ��G �c 0 z D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • KE N N E DY LATERAL CULVERT `? F N e• BLAG��P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 WING WALL DETAILS G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 51 of 98 . #6 HOOKED BARS IN CONCRETE FILL AS SHOWN #6 DRILL AND BOND DOWELS 7'-4" q #4 TIES @ 1'-0" I I CONCRETE FILL IN ANNULAR SPACE EXISTING IRRIGATION BOX a. _� _� - - N M N O N c 0 W z 8" If 6'-0" 2'-4" #6 DRILL AND BOND DOWELS @ 1'-0" MAX co N q 3'-6„ o #6 DRILL AND BOND DOWELS co N TYPICAL CULVERT SECTION PRECAST CONCRETE CULVERT QO 0 3" - 1'-0" W Cn Q CLOSURE POUR DETAIL ELEVATION SECTION A-A J 311 - 1'-011 311 - 1'-011 w LEGEND U Q J z CONCRETE FILL AREA Cn Q U $'-01v M O WI LNL\L\ CONCRETE FILL AREA 0 co EXISTING 6'-0" X 4'-0" CMP ARCH PIPE W o PROPOSED 6'-0" X 3'-0" PRECAST BOX CULVERT. VERIFY m LOCATION AT THE EXISTING IRRIGATION BOX BASED ON THE EXISTING in CONDITIONS AND THE ALIGNMENT OF THE PRECAST BOX CULVERT. W W / I z Q J O / CAST-IN-PLACE CONCRETE CLOSURE POUR W ap � I I Q p W Z Z LU W 0 I O z W NOTE: FIELD VERIFY ALIGNMENT AND AFTER REMOVING THE EXISTING CMP CULVERT, 0I LOCATION OF THE PROPOSED BOX SAWCUT A RECTANGULAR OPENING 6'-0" X 3'-0" M INTO THE EXISTING IRRIGATION BOX TO MATCH Q CULVERT SECTION WITH RESPECT THE GROSS INSIDE DIMENSIONS OF THE PRECAST UI EXISTING IRRIGATION BOX. CULVERT. z W REMOVAL DETAIL 0 UI 3" = 1'-0" 0 z J Y Z Q W O KELLER • S S • z Q J W > p SS\oNAL F� c z< FG\S`T� F w a �c )3 • D E T A I L T I T L E z y o Revisions: • S I G N A T U R E S • K E N N E DY LATERAL CULVERT \pP�° N Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 CONCRETE CLOSURE POUR DETAILS CJ a. BLAG .�.AcHD Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 52 of 98 27 www.achdidaho.org jo 2'-0" CURB I - - - VC = 200' I w O Z O K=95.35 o r 10'"0 �C Y Z 11'-0 ULTI-USE pP`THw o 0 11'-0" —Lp,NE ,_O - - M C) 0 CURB A 1'-0�� LANE 5 ER/ I \� C) a++ 2'-0„ CURB 11,-0" LANE -- - BUFF o 10'-0" 11,-�„ LANE g,-0„ - I Un rn N E pATW AY LANE - 3 -------� II U N > LU MULTI-us 104' 7 4�� I U w a_ w - >_- -_ J 5'-0" 18'-0" x 10'-0" PRECAST CONCRETE STIFFLEG CULVERT a_ w o I -0.500% +1.59% BUFFER �— + 1�1 00 WING WALL 4 3 �� 1I I WING WALL 2 � 52'-10" I 51 -94 I I I 10'-0�� END CULVERT oo w M 00 w � N STA. 57+86.97A 0 � 6 rn > 00 N ' ELEV. 2592.29 e °ev +° L U � L LO N -- — PT C ---------------- � ——— ——— ———————— — --PT E — -- Q N z Q w z 11 PTA o` - - - - PT �- w J w cn w hN r BICYCLE RAILING cn > m cn w UJ REMOVE Q, \ a w T CULVER EXISTING CULVERT o � � TENi r CL CULVERT @ CL LINDER ROAD N 79 19 32 W I MICE CREE N I PT B STA. 57+76.98 I PT H k PROFILE GRADE LINE N \ — ELEV. 2592.13 --PT F \ N.T.S. N -- -------- — ------------------- ---- — ----------------- -- — ---- �`— o \\ \ a PROFILE GRADE IS MEASURED AT THE TOP OF THE OVERLAY. N WING WALL 3 WING WALL 1 CO A Li BEGIN CULVERT z \ STA. 57+66.99 w I� ti r \ ELEV. 2591.98 I \ p L -M N \ +' o z BLS CINDER ROAD , \ FINISHED GRADE ELEV. r , PIS \ I POINT STA. OFFSET ELEV. 04 N O \ + PT A 57+95.86 50.87' Lt 2592.26 3 Q / \ 0 PT B 57+75.94 51.15' Lt 2590.89 U) Z PT C 57+95.00 46.00' Lt 2592.51 PT D 57+75.03 46.00' Lt 2592.20 PT E 57+78.93 45.00' Rt 2592.29 PLAN PT F 57+58.95 45.00' Rt 2591.98 3: lit = 10'-0" PT G 57+78.02 50.16' Rt 2590.94 0 PT H 57+58.09 49.86' Rt 2591.70 0 I 0 N 104'-73�4" OUT-TO-OUT 18'-0" x 10'-0" PRECAST CONCRETE STIFFLEG CULVERT U) HYDRAULIC DATA w w I CANAL FLOW DISCHARGE H.W. ELEVATION VELOCITY z ¢ Y 2600 CLLINDER ROAD 2600 MINIMUM 50 CFS 2584.43 FT 3.570 FPS UJ 4'-10" **3H:1V **3H:1V DESIGN 350 CFS 2586.48 FT 6.299 FPS 2595 OUTLET INVERT MEDIAN 4'-10" 2595 ELEV. 2580.90 **-1.75% *�2% **-2i/° *r•75% Q50H.W. ELEV. 2585.25 MAXIMUM 440 CFS 2586.97 FT 6.862 FPS w 2590 FLOW CONTROLLED BY TENMILE CREEK. 2590 ~I I� o 2585 — _ i 2585 w of 3.23' FREEBOARD 0 2580 j — — — — — 2580 z w 2575 REMOVE INLET INVERT 2575 of EXISTING CULVERT ELEV. 2581.82 0 2570 2570 ¢ U I z U) W 0 LONGITUDINAL SECTION Z (OUTSIDE FACE OF ABUTMENT 1 LOOKING z AHEAD ON STATIONING) < 1" — 1 0'-0"Of U_ o **NORMAL TO9-LINDER ROAD KELLER oA S S • z J W O 55\ONAL FN G\s`T C w a �c 0 z D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • TENMILE CREEK CULVERT SITUATION F��P�° N e• BLAG��P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 AND LAYOUT G ��AcHD Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 53 of 101 DESIGN GENERAL NOTES DESIGN SPECIFICATIONS MATERIALS, CONSTRUCTION AND WORKMANSHIP IN ACCORDANCE WITH THE STATE OF IDAHO "AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS" 9th EDITION AND JUNE 2022 ITD BRIDGE TRANSPORTATION DEPARTMENT, "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", 2023 DESIGN LRFD MANUAL. EDITION, THE PROJECT PLANS, AND SPECIAL PROVISIONS. MATERIAL DESIGN PROCEDURES CONCRETE: DECK SLAB AND EDGE BEAM - CLASS 40A f'c = 4.00 ksi PROPRIETARY COMPUTER SOFTWARE PROGRAMS USED TO FACILITATE THE DESIGN: BARREL WALLS, FOOTINGS AND WINGWALLS - CLASS 40A f'c = 4.00 ksi METAL REINFORCEMENT: AASHTO M31, GRADE 60 TYPE S fy = 60.00 ksi CORROSION RESISTANT REINFORCING STEEL: ASTM A1035, GRADE 100 fy = 100.00 ksi. USE CORROSION RESISTANT REINFORCING IN ACCORDANCE WITH ASTM A1035, GRADE 100 FOR THE TOP AND SIDES OF THE CONCRETE STIFFLEG STRUCTURE. USE METAL REINFORCEMENT IN ACCORDANCE WITH AASHTO NAME VERSION RELEASE DATE M31, GRADE 60 FOR FOOTINGS. PLAN DIMENSIONS AND ELEVATIONS ENERCALC 20.23.08.30 AUGUST 2023 BEVEL EXPOSED EDGES OF CONCRETE 3/4" UNLESS NOTED OTHERWISE. DIMENSIONS TO REINFORCING STEEL ARE TO CENTERLINE OF BAR UNLESS NOTED OTHERWISE. PROVIDE 2" CONCRETE COVER MEASURING FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. PROVIDE REINFORCING STEEL SPLICE LENGTHS IN ACCORDANCE WITH AASHTO SPECIFICATIONS. CONSTRUCTION PROVIDE CONSTRUCTION JOINTS AT THE LOCATIONS SHOWN ON THE PLANS OR AS APPROVED. APPLY CONCRETE WATERPROOF SYSTEM TYPE D TO THE TOP SLAB. DESIGN LOADS DO NOT EXCEED A DIFFERENCE OF 2 FEET IN ELEVATION OF THE BACKFILL MATERIAL ON BOTH SIDES OF THE STRUCTURE DURING BACKFILL OPERATIONS. PERMANENT LOADS SET THE ROLLER IN THE STATIC MODE FOR COMPACTING THE ASPHALT WEARING SURFACE OVER THE DC UNIT WEIGHT OF REINFORCED CONCRETE 0.150 kcf CULVERT WHEN THE DEPTH OF FILL IS LESS THAN 3'. DW FUTURE WEARING SURFACE 0.028 ksf ELEVATIONS BASED ON NAVD 88 DATUM. o EV UNIT WEIGHT OF SOIL 0.130 ksf INCIDENTAL ITEMS N FILL DEPTH ** ft WORK NECESSARY TO FULFILL THE CONTRACT THAT IS NOT MEASURED OR PAID FOR SEPARATELY. o EH STIFFLEG CULVERT N ACTIVE PRESSURE 0.036 kcf Fully Drained 0.081 kcf Fully Saturated AT REST PRESSURE 0.057 kcf Fully Drained 0.092 kcf Fully Saturated CAST-IN-PLACE WINGWALLS UJ z ACTIVE PRESSURE 0.053 kcf Fully Drained 0.090 kcf Fully Saturated AT REST PRESSURE 0.083 kcf Fully Drained 0.106 kcf Fully Saturated SOIL-STRUCTURE INTERACTION FACTOR (Fe OR Ft ) ** ES EARTH LOAD SURCHARGE ** ft Q TRANSIENT LOADS ILL HL-93 00 N I DYNAMIC ALLOWANCE APPLIED TO TRUCK & TANDEM CD LS LIVE LOAD SURCHARGE AT ABUTMENT ** ft LIVE LOAD SURCHARGE AT WINGWALL ** ft (DETERMINE FROM AASHTO LRFD TABLE 3.11.6.4.1 AND TABLE 3.11.6.4-2) Li w co ** - THE PRECAST SUPPLIER DETERMINES THESE VALUES IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. co Q J PRECAST STIFFLEG CULVERT FOOTING DESIGN LOADS SERVICE LIMIT STATE STRENGTH LIMIT STATE - BEARING PRESUMPTIVE BEARING CAPACITY qp = ** ksf o NOMINAL BEARING RESISTANCE qn = * ksf BASED UPON FOOTING SETTLEMENT = ** inches OR LESS 01 EFFECTIVE FOOTING WIDTH B' = ** ft EFFECTIVE FOOTING WIDTH B' = ** ft 0 EFFECTIVE FOOTING LENGTH L' = ** ft EFFECTIVE FOOTING LENGTH L' = ** ft z 01 RESISTANCE FACTOR Ob = 0.45 RESISTANCE FACTOR 0 = 1.0 FACTORED BEARING RESISTANCE qR = qn (Vb = ** ksf FACTORED PRESUMPTIVE BEARING RESISTANCE Oqp = ** ksf 0i FACTORED APPLIED LOAD YQ/(B'L') _ ** ksf FACTORED APPLIED LOAD YQ/B'L') _ ** ksf ❑ m U) ~ w CAST-IN-PLACE WINGWALLS w _ `"1 FOOTING DESIGN LOADS SERVICE LIMIT STATE Q STRENGTH LIMIT STATE - BEARING PRESUMPTIVE BEARING CAPACITY qp = 3.00 ksf NOMINAL BEARING RESISTANCE qn = 15.1 ksf BASED UPON FOOTING SETTLEMENT = 1 inch OR LESS w EFFECTIVE FOOTING WIDTH B' = 8.86 ft EFFECTIVE FOOTING WIDTH B' = 8.86 ft w U RESISTANCE FACTOR (Db = 0.45 RESISTANCE FACTOR 0 = 1.0 J FACTORED BEARING RESISTANCE qR = qn Ob = 6.80 ksf FACTORED PRESUMPTIVE BEARING RESISTANCE Oqp = 3.00 ksf :E FACTORED APPLIED LOAD YQ/(B'L') = 3.43 ksf FACTORED APPLIED LOAD YQ/B'L') = 2.45 ksf z w 0 0 N > w ❑ I O w z O U) w ❑ I M Q U z U) w I U Z_ J Y Z Q O KELLER • S S • Z Q J w > p SS\ONAL F� c O� FG\S`T F w a �c z D E T A I L T I T L E • J Revisions: GJ \OP�o �. o • S I G N A T U R E S • o N TENMILE CULVERT GENERAL NOTES 9 °F �P N Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 CJ E. BLP, .gigAcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 54 of 101 l— www.achdidaho.org NOTES: 1. SEE SITUATION LAYOUT SHEET FOR CANAL INVERT AND WATER SURFACE ELEVATIONS AT INLET AND OUTLET OF CULVERT. DEPTH OF FILL VARIES 2. SEE SITUATION AND LAYOUT SHEET FOR ROADWAY HORIZONTAL ALIGNMENT AND PROFILE GRADE. SEE SITUATION & LAYOUT SHEET 9Y2" COMPUTE DEPTH OF FILL FOR THE SELECTED PROPRIETARY PRECAST SYSTEM. R3/$" x 4" x 0'-7%2" 3. APPLY WATERPROOFING SYSTEM, TYPE E TO TOP SLAB FROM FACE OF CURB TO FACE OF THE 1'-2" EDGE BEAM AND 1'-6" DOWN THE OUTSIDE FACE OF EACH WALL. TYP. 4. PROVIDE A PROPRIETARY PRECAST SYSTEM SELECTED FROM TYPICAL SECTION SHOWN OR a 1/8 3 SIDES APPROVED EQUAL AND INCLUDE DETAILS AS SHOWN BELOW OR APPROVED EQUAL. 5. PROVIDE EITHER CAST-IN-PLACE OR PRECAST CULVERT ELEMENTS FOR COMPONENTS SUCH AS ° FOOTINGS AND EDGE BEAMS. PROVIDE CAST-IN-PLACE WINGWALLS AND WINGWALL FOOTINGS. 2Y4" F�Z (2)Y2° x 6" 6. OFFSET JOINTS BETWEEN PRECAST FOOTING SECTIONS A MINIMUM OF 2' FROM PRECAST BARREL Q50H.W. EL V. 2585.25 3'-6%$" MIN. FREEBOARD STUDS PER SECTION JOINTS. CONNECT PRECAST FOOTING SECTIONS BY SPLICING THE REINFORCEMENT ANGLE WITHIN A CLOSURE POUR. 7. PROVIDE A MINIMUM BARREL WALL THICKNESS OF 8". 10'-7" ' 0 8. USE DIMENSIONAL TOLERANCES IN ACCORDANCE WITH ASTM C1504 SECTION 11. 18'-0" CLEAR SPAN 9. THE COST OF THE FOOTING CLOSURE POUR IS INCIDENTAL TO THE COST OF THE PRECAST a 3'-0" 3'-0" STIFFLEG CULVERT. 4„ o ° 0 10. PROVIDE GROUT THAT CONFORMS TO TYPE "B", CLASS I NON-METALLIC NON-SHRINK AS SPECIFIED IN 705.02. o Jot�\J oco o 0 �J0 ' 3'-0" MIN. COVER TO 2'-0" ° o� o oUQo o° r�� o° o 6 o o of TOP OF FOOTING L%4" x 3" x 3" x 0'-8" 3�2° o� �o° moo' o ° moo moo° 0 EMBEDDED INTO FILL WITH a° NON-SHRINK o v0o v0o° oo ° o v0o0o v°oPRECAST CONC. GROUT O O O O O O SECTIONS LOOSE RIPRAP D50=6" NOTE: o O� 1'-O" DEPTH OVER RIPRAP/EROSION PROVIDE A MINIMUM OF 2 WELD CONNECTIONS Cn N CONCRETE FOOTING, TYP. CONTROL GEOTEXTILE AT THE TOP SLAB JOINT OF EACH PRECAST STREAM BED/NATIVE MATERIAL SECTION (EACH SIDE) N co W TYPICAL SECTION z 1%2" = 1'-0" WELD CONNECTION 1" = 1'-0" co LO N O N c0 N CD 0 > Y211 3Y211 Y2 W INSIDE WALL C/) 12" WIDE JOINT WRAP SURFACE FILL WITH Q TOP OF 2%2" CENTER ON JOINT NON-SHRINK STRUCTURE ASTM C877 GROUT c� 0 /Z LU CDf 311 3 Y4„ o 1" 11 %2" 2 WITH co PRECAST CONCRETE BARREL 4' NION SHRINK w Y2 WALL - CENTER BOTTOM OF GROUT 4 T_ WALL IN CONCRETE FOOTING ° 12" WIDE JOINT WRAP zl ON OUTSIDE SURFACE Q J OF WALLS. CENTER ON Y p : o : ° FILL WITH NOTE: w CONCRETE FOOTING NON-SHRINK JOINT. ASTM C877 � 1 TYPICAL AT SLAB JOINTS, FULL LENGTH GROUT (TYP.)UJ VERTICAL WALL JOINT „ z 2n SLAB JOINT W lit = 1'-0" ~I 0 0 N W 01 0 CLOSER z POUR 0 U) W �I 0 Q z BARREL WALL/FOOTING CONNECTION U) 0 6" - 1'-0" I U z PRECAST FOOTING CLOSURE POUR J z 1%2" = 1'-0" Q of U_ 0 0 KELLER oA S S • z Q J W 0 SS\ONAL F� c z<� FO\S`T� F w a �c )3 0 z D E T A I L T I T L E • J Revisions: GJ ° �. o • S I G N A T U R E S • 13 N TENMILE CREEK CULVERT DETAILS 9 °F �P N Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 CJ E. BLAG� .gip AcHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 55 of 101 27 11111— www.achdidaho.org #6 x 4'-0" @ 1'-0" DRILL AND BOND INTO PRECAST STIFFLEG CULVERT WITH 8" MIN EMBEDMENT REPOSITION #6 (F.F.) AND #5 (O.F.) BARS THAT HAVE LESS THAN 2" CLEAR FROM PRECAST OR LESS THAN 3" CLEAR FOR DRILL AND BOND WINGWALL BARS INTO THE PRECAST FOOTING. DRILL AND BOND REINFORCING //^\\ DRILL AND BOND #6 (F.F BARS) FROM WINGWALL INTO #5 (O.F.) VERT / AND #5 (O.F. BARS) WITH 8" MIN. PRECAST STIFFLEG FOOTING. #5 HORIZ. \ EMBEDMENT INTO THE PRECAST C.I.P. CONCRETE FOUNDATION / STIFFLEG FOOTING. PRECAST STIFFLEG BARREL FOOTING BY PRECAST \ \\ \\\ SUPPLIER - VERIFY LOCATION A / \ \A \ • . • ' • #6 (F.F.) VERT o r Cn o / \ <co \\ \\ \ \ \ L \ w SECTION A-A \\ \ 1%2" = 1'-0" \ PLAN \\ PRECAST CULVERT AND 1%2" - 1'-0" \ PRECAST FOOTING BY OTHERS. o N N co 0 W Q co H C0 Q J o BRIDGE RAILING REFER TO ISPWC ADD ADDITIONAL REINF. TOTAL 2'-6" MIN LAP, TYP Q ACHD SUPPLEMENT BRIDGE AREA OF ADDITIONAL REINF. ADD (4) 4'-0" DIAGONAL REINF. TO MATCH ( ) TYPICAL REINF. SIZE. LOCATE DIAGONAL � RAILING DETAIL SD-2040M DRAWING EQUAL TO AREA OF I I REINF. ON INSIDE OF EACH MAT. z #6 HORIZ. LEG OF #6 (F.F.) VERT. 1,_3„ INTERRUPTED REINF. SEE z COORDINATE WITH PRECAST FOOTING LIMITS #5 SPACE WITH #6 VERT. (F.F.) NOTES 2-4. --- — —CD --- o w o, 611 3�2,. 6�2,, o t z co - LIT ----- -,L�i\A LL N 11 � w o � Q w #6 CUT FROM #6 (F.F.) W W z ^ VERT. SPC, AS SHOWN • Z� 0 z J Cfl — -- — -- — z / W J N :ADD ADDITIONAL REINF. TOTAL AREA OF/ @i- n .w ADDITIONAL REINF. EQUAL TO AREA OF � p / OfI I I I INTERRUPTED REINF. SEE NOTES 2-4 UJ J ~ \ / CAST THE WING WALL FOOTING AGAINST CHANNEL LINING SLAB #6 @ 6" MAX. U X N OPENING FOR PIPE w Q THE PRECAST CONCRETE BARREL FOOTING AND TRIM THE WINGWALL UNINTERRUPTED REINFORCING - SEE 0 0 / FOUNDATION REINFORCING TO WITHIN 2" TYPICAL SECTION. CLEAR OF THE BARREL FOOTING. #5 HORIZ. @ V-6" MAX. EACH FACE W @ / INTERRUPTED REINF. NOTES: #6 DRILL AND BOND DOWELS @ 1'-0" co 5'-1" 1'-3" #5 x 4'-9" @ V-0" 1. PROVIDE MINIMUM LAP BEYOND OPENING, TYP ALL ADDITIONAL REINF. MAX (TYP. AT C.I.P. AND PRECAST #5 @ V-0" 2. ADD ADDITIONAL REINF ON EACH FACE. 0 \ FOOTING INTERFACE) WITH 8" 3. PROVIDE A MIN. OF (1) ADDITIONAL BAR, EACH FACE, EACH WAY, EACH SIDE OF OPENING, w MINIMUM EMBEDMENT. - INCLUDING DOWELS AND CORNER BARS, TYP. ./. 37/ \\\ 4. SPACE AT 3 BAR DIAMETERS (or 3" MIN) ON CENTER. LOCATED HALF TOTAL AREA ON EACH SIDE Q �; 8 \ #5 @ 1'-0" TOP & BOTTOM OF OPENING. �i co \ 5. 2" MIN CLEAR FROM EDGE OF OPENING TO REINFORCING, TYP. zz o LIMITS OF FULL LENGTH #5 HORIZ (TOP & BOTT.) FOOTING REINFORCEMENT. COORDINATE REINFORCING AROUND OPENING FOR PIPE IN WINGWALL o LOCATION WITH PRECAST FOOTING. z N.T.S. Y TYPICAL SECTION Z 1%2" = 1'-0" FOUNDATION REINFORCING PLAN KELLER 0 1%2" = 1'-011 • z Q J W p SS\ONAL F� O� F.G\S`T c� F w )3 0 z D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • T E N M I L E CREEK CULVERT 9 `? F,oP�° N o N Design By: P. Blackham Date: 1/2024 Drawn By: L. Loughney Date: 1/2024 WINGWALL DETAILS (� E. BLAG' .�.ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 56 of 101 Ar ffi— www.achdidaho.org N O T E S PROBABLE SEQUENCING 800.0' 350.7' 363.9' 467.7' 890.1 ' 289.8' FOR CONSTRUCTION N Section 1 Section 2 Section 3 Section 4 Section 5 Section 6 L 1. Submit Detailed Construction Phasing And Traffic Control Plans C E:- L l L)lam' � To ACHD For Review And Approval Prior To Construction. The STAGING 3 Proposed Construction Phasing Shown On These Streets Is An r I L Example That May Be Accepted By The Contractor. However, The G> m M - Contractor Is Encouraged To Develop Their Own Phasing Plan To > Fit Their Operations. The Contractor's Traffic Control Plans Must M 777= C W Show Advanced Construction Signing And Detailed Traffic Control ,, ❑ [ For Each Phase Of Work, And Address Pedestrian, Bicycle, And Stage 1 Li C L LJ J Vehicular Traffic. (� F, 7F 2. Maintain Existing Pedestrian Facilities Including Pedestrian Ramps. Relocate Utilities V Y V 31 3 4 U 5 6A .................... J7f Where Necessary, Provide Temporary Pedestrian Ramps And All Utilities Currently Obstructing New Design Will Be Relocated, As Shown On The — — 4 45 6 58 Ti 3 Crossings. Make Temporary Facilities Detectable And Include Utility Plans. A A AEP E EP — — .. r. .. — �J Accessibility Features Consistent With The Existing Pedestrian Install Culvert/Bridge L Facility. Install The Culverts Located At The Ten Mile Creek And The Kennedy Lateral. 00 N 0 3. ACHD May Require Modifications To The Phasing And Traffic Construct Temporary Pavement a) d) -W Control Plans In The Field To Minimize Disruption To Traffic. Construct Temporary Pavement, SP-08105 On The West Side Of Linder Rd, See Stage W 1 For Details. Keep Traffic On The Existing Pavement. 4-1 0.4. Maintain A Minimum Width of 11' (Feet) For All Travel Lanes i (' Unless Noted Otherwise On The Example Construction Phasing Pedestrian Crossings ; > Y Plans. The Minimum Number Of Travel Lanes Indicated On The Stage 1 Will Install The Temporary Pedestrian Crossings In Areas Where Pedestrian l , Example Plans Must Be Maintained At All Times Unless Approved Walkways Cross The Road. u Otherwise By ACHD. m LL 5. Meet Or Exceed The Requirements Of The Current Version Of A C4 MUTCD For Construction Signs, Traffic Control Devices, And Taper Stage 2 Lengths. 6. Construction Traffic Control Signs That Are Located On The Move Traffic Project Longer Than Three Days Must Be Installed As A Once Temporary Pavement Is Constructed On The West Side, Install Temporary Permanent Installation Mounted On A Wood Or Steel Post. Pavement Markings, And Move Traffic Onto Temporary Pavement. Completely Cover Or Remove Sign Faces From The Roadway When Not In Use. Place Informational Signs Seven Working Days Construct East Side Prior To The Start Of Construction. With Traffic Moved Onto Temporary Pavement, The East Side May Be Removed And Sta e 1 7. Completely Obliterate Conflicting Pavement Markings Prior To Constructed. Shifting Traffic, Incidental To Project Construction. Overpass Construction Overpass Construction Will Continue Until Complete. 8. Changes In Traffic Patterns That Will Be In Place Longer Than Three Days Require Painted Pavement Markings On Asphalt Pavement Surfaces, Item 1134.03.21, And Pavement Marking Tape On Concrete Pavement Surfaces, Item 1103.4.1.K.1. No Stage 3 Paint Is Allowed On The Concrete Pavement. All Paint Placed On In The Final Asphalt Pavement Must Be In The Final Lane a � :4) K I Configuration. No Paint For Temporary Lanes Will Be Allowed On L)The Final Pavement Surface. Move Traffic o After The East Side Has Been Constructed, Traffic Will Be Moved Onto New Pavement 9. Night Work Will Only Be Allowed With Prior Approval From ACHD. (East Side). MContractor To Request Approval A Minimum Of Two Weeks Prior i NLi To Ensure That Adequate Time Is Available For ACHD To Construct West Side r M oN Coordinate With Nearby Residents And/Or Business. The Temporary Pavement Will Be Removed On The West Side, And Construction Will ❑ C L Start For The West Side. — � N 10. The Approved Quantity Of Temporary Pavement Will Be Paid For u By Item SP-08105. Overpass Construction i The Overpass Construction Will Be Completed On This Stage Of Construction. 34 U o d3 3 63 ZIKII P E P PEDESTRIAN Sta e 4 ACCESSIBILITY N Construct Linder South Of Overpass Construct The Roadway From The Connection Point Of The Previous Work At The N Linder/Overland Intersection Up To The Approach Of The Overpass. -77 CA N 1. Maintain Reasonable ADA Access For Pedestrians. > M l r N 2. Provide ADA Ped Continuity During All Stages. Provide Detailed i Plan For Approval To ACHD Prior To Construction. LL 0 3. Signage Shown May Require Adjustments Based On Contractors 1 QConstruction Staging. 4. Any ACHD Approved Roadway Closure Still Requires Reasonable g ADA Access & Routes Be Provided, Maintained, And Adjusted, To Meet The Needs Of Pedestrians And Bikes In The Event Bike Lanes Are Impacted. CD 5. Ref. ACHD Std. Traffic Control Template TC-200 Through oTC-204 To Assist & Ensure Reasonable ADA Access Is wMaintained Throughout The Construction Process. Stage 2 w6. Temporary Ramps, Sidewalks, Or Pathways Are To Be Removed o Upon Completion Of The Applicable Construction Phase And Removal Considered Incidental To Project. Return The Surface To z Its Original Condition And All Cost Associated Will Be Considered 0 Incidental. Q 7. Utilize Pedestrian Route Signage From Stage 1 & Stage 2 In �, L Z Stage 3. CO) I 8. Relocation Of Signs Is Covered Under Traffic Control 0�0 � I � 4) 0 Li D Maintenance, Item 1103.4.1.J.1. v~i M m M - M zo 9. Any Items Not Specifically Identified Herein That Required N ; Additional Pedestrian Temporary Traffic Control Will Be Paid By L :E s N Item Sp 11551 - Pedestrian Temporary Traffic Control Plan. ❑ M Ll o �w i u LF 0 LEGEND 3 EP 4 4 3 EP 0 z STAGES L Overpass w Stage 1 m v � N Utilities, Culvert, Temporary C Pavement, Begin Overpass 4) C o Construction, Verbena Construction, a C) Temporary Pedestrian Crossings 0 •- Z oStage 2 L- Move Move Traffic To Temporary 0 Pavement (West Side), Construct In East Side, Continue Overpass Construction z J Y Z < Stage 3 L� Move Traffic To East Side, Constru t 0 West Side, Complete Overpass Construction KELLER Of 0 Stage 3 • ZZ Existing Sidewalk g: > Temporary Asphalt Pavement 0 5S\0 NA` F� Temporary Pedestrian Crossing o�' 1 G1 T c w a 3 z • D E T A I L T I T L E • o Revisions: • S I G N A T u R E s • CONSTRUCTION STAGING OVERVIEW o oP�� cv E 0 F .� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 NO. 1 (� R• CARNP �1'�AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 57 of 101 . N O T E S PROBABLE SEQUENCING EP EP EP EP FOR CONSTRUCTION 1. Submit Detailed Construction Phasing And Traffic Control Plans LJ``' STAGING To ACHD For Review And Approval Prior To Construction. The w Proposed Construction Phasing Shown On These Streets Is An � O ,�, M Example That May Be Accepted By The Contractor. However, The Contractor Is Encouraged To Develop Their Own Phasing Plan To Fit Their Operations. The Contractor's Traffic Control Plans Must Show Advanced Construction Signing And Detailed Traffic Control For Each Phase Of Work, And Address Pedestrian, Bicycle, And Stage 1 Vehicular Traffic. 00 2. Maintain Existing Pedestrian Facilities Including Pedestrian Ramps. Relocate Utilities > + Where Necessary, Provide Temporary Pedestrian Ramps And All Utilities Currently Obstructing New Design Will Be Relocated, As Shown On The M 2 m Crossings. Make Temporary Facilities Detectable And Include Utility Plans. ``' i U) Accessibility Features Consistent With The Existing Pedestrian Install Culvert/Bridge : EP 4) Facility. Install The Culverts Located At The Ten Mile Creek And The Kennedy Lateral. EP _ EP EP x= x x _ 3. ACHD May Require Modifications To The Phasing And Traffic Construct Temporary Pavement Control Plans In The Field To Minimize Disruption To Traffic. Construct Temporary Pavement, SP-08105 On The West Side Of Linder Rd, See Stage 1 For Details. Keep Traffic On The Existing Pavement. 4 5 6 7 8 9 10 11 _ °� 13 14 5 4. Maintain A Minimum Width of 1 1' (Feet) For All Travel Lanes ^ ^ _G _ ,"� N00'32 54 _ N00' '54 1 19 0 2 Unless Noted Otherwise On The Example Construction Phasing Pedestrian Crossings E� EP -- ---- --- --- Plans. The Minimum Number Of Travel Lanes Indicated On The Stage 1 Will Install The Temporary Pedestrian Crossings In Areas Where Pedestrian EP Y EP Example Plans Must Be Maintained At All Times Unless Approved Walkways Cross The Road. . EP Otherwise By ACHD. 5. Meet Or Exceed The Requirements Of The Current Version Of EP o MUTCD For Construction Signs, Traffic Control Devices, And Taper Stage 2 EP EP EP Lengths. — EP EP EP 6. Construction Traffic Control Signs That Are Located On The Move Traffic Project Longer Than Three Days Must Be Installed As A r m r, Permanent Installation Mounted On A Wood Or Steel Post. Once Temporary Pavement Is Constructed On The West Side, Install Temporary w m Completely Cover Or Remove Sign Faces From The Roadway Pavement Markings, And Move Traffic Onto Temporary Pavement. When Not In Use. Place Informational Signs Seven Working Days Construct East Side Prior To The Start Of Construction. With Traffic Moved Onto Temporary Pavement, The East Side May Be Removed And Sta e 4 7. Completely Obliterate Conflicting Pavement Markings Prior To Constructed. Shifting Traffic, Incidental To Project Construction. Overpass Construction Overpass Construction Will Continue Until Complete. 8. Changes In Traffic Patterns That Will Be In Place Longer Than Three Days Require Painted Pavement Markings On Asphalt Pavement Surfaces, Item 1134.03.21, And Pavement Marking Tape On Concrete Pavement Surfaces, Item 1103.4.1.K.1. No Stage 3 Paint Is Allowed On The Concrete Pavement. All Paint Placed On The Final Asphalt Pavement Must Be In The Final Lane a Configuration. No Paint For Temporary Lanes Will Be Allowed On The Final Pavement Surface. Move Traffic CDAfter The East Side Has Been Constructed, Traffic Will Be Moved Onto New Pavement N 9. Night Work Will Only Be Allowed With Prior Approval From ACHD. (East Side). Contractor To Request Approval A Minimum Of Two Weeks Prior N To Ensure That Adequate Time Is Available For ACHD To Construct West Side o Coordinate With Nearby Residents And/Or Business. The Temporary Pavement Will Be Removed On The West Side, And Construction Will Start For The West Side. N 10. The Approved Quantity Of Temporary Pavement Will Be Paid For By Item SP-08105. Overpass Construction 0 The Overpass Construction Will Be Completed On This Stage Of Construction. w Z a- PEDESTRIAN Sta e 4 ACCESSIBILITY N Construct Linder South Of Overpass Construct The Roadway From The Connection Point Of The Previous Work At The N Linder/Overland Intersection Up To The Approach Of The Overpass. 0 1. Maintain Reasonable ADA Access For Pedestrians. N N 2. Provide ADA Ped Continuity During All Stages. Provide Detailed Plan For Approval To ACHD Prior To Construction. 0 3. Signage Shown May Require Adjustments Based On Contractors QConstruction Staging. 4. Any ACHD Approved Roadway Closure Still Requires Reasonable g ADA Access & Routes Be Provided, Maintained, And Adjusted, To Meet The Needs Of Pedestrians And Bikes In The Event Bike Lanes Are Impacted. CD 5. Ref. ACHD Std. Traffic Control Template TC-200 Through oTC-204 To Assist & Ensure Reasonable ADA Access Is wMaintained Throughout The Construction Process. w6. Temporary Ramps, Sidewalks, Or Pathways Are To Be Removed o Upon Completion Of The Applicable Construction Phase And Removal Considered Incidental To Project. Return The Surface To z Its Original Condition And All Cost Associated Will Be Considered 0 Incidental. Q 7. Utilize Pedestrian Route Signage From Stage 1 & Stage 2 In Z Stage 3. 0 0 8. Relocation Of Signs Is Covered Under Traffic Control Maintenance, Item 1103.4.1.J.1. Z 9. Any Items Not Specifically Identified Herein That Required Additional Pedestrian Temporary Traffic Control Will Be Paid By N Item SP 11551 — Pedestrian Temporary Traffic Control Plan. 0 in N LEGEND Z g n I 0 z STAGES CD o Stage 4 Construct The Roadway South Of j \ The Overpass And Tie Into The New Q Roadway Connection North Of The I Linder/Overland Intersection. Z w 0 I U 1-1 In g' Z J Y Z Q L� O H Of KELLER 0 Z Existing Sidewalk g: > Temporary Asphalt Pavement 0 5s\0 NA` F� Temporary Pedestrian Crossing o�' <-/ T c w a 3 z • D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING OVERVIEW i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 NO. 2 (� R• CARNP '1' r AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 www.achdidaho.org project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 58 of 101 . Section 1 32.0' Control Line , <% jr — 70WE Linder 29 30 31 • €P �P • • • — " — — Opp — 35 36 Temporary Pavement o- — — EP EP EP EP EP P EP Work Area Existing Pavement Varies (20'-21 ') 25.6' QConstruct Temporary Pedestrian Crossing Q I Construct Temporary 1V Pedestrian Crossing Section 1 Sta 30+53 - Sta 35+97 L Section 2 Section 3 Golnttrulct ii onpoorcll- erniemti26.0 Control Line — Linder Item SS P 08105 tJ1 —NW E Temporary 37 33 39 40 _ Pavement n E) Work Area Existing Pavement Varies (9'-11 ') 36.0' a N N Section 2 N w Section 3 Section 4 Sta 36+29 - Sta 39+82 Of 1 26.1 ' Control Line — Linder LP 00 W Er 42 415 44 EP EP • 46 Temporary Pavement 46 1-1 N — — Work Area Existing Pavement o Construct Temporary Pavement, 15.0' 26.4' Cn Construct Temporary Pedestrian Crossing 0 Section 3 UJ 0 Sta 39+82 - Sta 43+44 3" — Temporary Pavement, Z Item SSP 08105 0 32.0' Control Line — Linder z 6" — Crushed Aggregate Base, N Type I, Item 0 802.4.1 .A.1 m Temporary Pavement Z 9" — 6" Minus Work Area Existing Pavement o Uncrushed Aggregate i Subbase, Item CD Temporary Pavement Detail 801 .4.1 .B.1 .6 Varies (14.6'-21 .1 ') 32.0' 0 0 L E G E N D CONSTRUCTION NOTES Q U Z Section 4 0 STAGES 1 . All Temporary Crossings In The Construction Zone Must Be Stage 1 Existing Sidewalk Moved At Some Point To Allow Construction To Continue. Sta 43+44 — Sta 48+11 of Utilities, Culvert, Temporary Z Pavement, Begin Overpass Temporary Asphalt Pavement 2. Contractor Must Obliterate All Conflicting Pavement Markings, -J Construction, Verbena Construction, Z Temporary Pedestrian Crossings Temporary Pedestrian Crossing SSP 11400. See Note 1 3. Drum Spacing Will Be 35 Feet. o Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER 0 East Side, Continue Overpass A S S • gConstruction ° Tubular Markers r—i Type III Barricade for Roadway U Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA L F CMove Traffic To East Side, Construct � GAS T tic West Side, Complete Overpass Direction Of Travel O T F w Construction a R` z_ D E T A I L T I T L E • 0 Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N OF STAGE 1 CONSTRUCTION NO. 1 R.�CARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 59 of lol .1' 1 Control Line — Linder Section 5 Construct Temporary Pavement, 26.0' Item SSP 08105 — EP EP Ep Ep Temporary Pavement bo 8 — E — Work Area Existing Pavement Varies (11 .9'-15.2') 30.5' I Section 5 Sta 48+11 - Sta 57+01 Q Construct Temporary Pavement, Control Line — Linder N Item SSP 08105 Section 6 N 32.0' \ N CD _ Ld O II I II Z ° • EP • • a_ 5 — _56 57 58 -05g 6o Temporary Pavement Work Area Existing Pavement 00 00 Varies (9.6'-17.9') 34.1 ' N O N n N 'I II \ u U O Construct Temporary p y Section 6 Cn Pedestrian Crossing g Sta 57+01 - Sta 59+91 0 0 w 0 Z 0 U D H U7 Z O U N 0 o] N Z g n i 0 z UJ w ro in I L E G E N D CONSTRUCTION NOTES Q U z 1 . All Temporary Crossings In The Construction Zone Must Be o STAGES Moved At Some Point To Allow Construction To Continue. 0 Sta e 1 Existing Sidewalk 2. See Sheet 57 Of 101 For Temporary Paving Detail. 9 of Utilities, Culvert, Temporary Z Pavement, Begin Overpass Temporary Asphalt Pavement 3. Contractor Must Obliterate All Conflicting Pavement Markings, Y Construction, Verbena Construction, SSP 11400. Z Temporary Pedestrian Crossings Temporary Pedestrian Crossing See Note 1 4. Drum Spacing Will Be 35 Feet. o Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER o East Side, Continue Overpass ASSOCIATES gConstruction ° Tubular Markers > Type III Barricade for Roadway O Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA L F Move Traffic To East Side, Construct �� GAS T tic West Side, Complete Overpass Direction Of Travel O < F w Construction a Q- R` z_ D E T A I L T I T L E • 0 Revisions: O0OF GJ� 10 2 o • S I G N A T U R E S • N STAGE 1 CONSTRUCTION NO. 2 R.�OARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 60 of lol . O n m m Cm m m m m d 1e7777o ❑ w C Ll 4" Temporary Pavement P Y M4-9BL DETOUR DETOUR M4-9BR Markings, Item SSP 11450 —EP EP x�Xx—x� ` X= "� C Temporary (Orange) 30"x24" 30"x24" 4 Temporary Pavement Pedestrian Barrier x 0 Markings, Item SSP 11450 w 17 — 18 — 19 20— 21 — 22 23 d3 24 d3 dE 2� d3 2�� d3 28 30 P EP EP — — — — a EP EP EP EP M M p M4-9BL , d,�o0 M4��9BL o .�,c0 M4-9BR 7�i• •�rto M 4—9BR 30 x24 uJ 30 x24 w 30"x24" 0 30 x24 M4-9BR 4�c��,� 30"x24" M4-9BL ° 30"x24" LLLLi N o m N O N PLAN VIEW 0 w F- z Of Q 00 Lq 00 \ 2.0' 2.0' 2.0' N 4.0' J.B. 12.0' 12.0' Drum 3.5' 40.0' 12.0' 12.0' Drum 3.5' 40.0' Pedestrian Southbound Northbound Southbound Northbound Pathway Travel Lane Travel Lane Travel Lane Travel Lane a g Work Area Work Area Temporary Pavement To Temporary Pavement To New Pavement Transition Ramp New Pavement Transition Ramp 0 0 �i i Control Line � Control Line z 0 TYPICAL SECTION SECTION CIO WITH EXISTING PEDESTRIAN ACCESS U WITHOUT EXISTING PEDESTRIAN ACCESS N 0 o] N z g n i 0 z CD w 0 L E G E N D CONSTRUCTION NOTES Q U z 1 . All Temporary Crossings In The Construction Zone Must Be o STAGES Moved At Some Point To Allow Construction To Continue. Sta e 1 Existing Sidewalk 2. See Sheet 57 Of 101 For Temporary Pavement Detail. 9 of Utilities, Culvert, Temporary z Pavement, Begin Overpass Temporary Asphalt Pavement 3. Contractor Must Obliterate All Conflicting Pavement Markings, Y Construction, Verbena Construction, SSP 11400. z Temporary Pedestrian Crossings Temporary Pedestrian Crossing See Note 1 4. Drum Spacing Will Be 35 Feet. o Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER o East Side, Continue Overpass A S S • gConstruction ° Tubular Markers > Type III Barricade for Roadway 0 Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA L F Move Traffic To East Side, Construct ��5 GAS T ti0 West Side, Complete Overpass Direction Of Travel O < F w Construction a Q- R` z_ D E T A I L T I T L E • 0 Revisions: O� GJ� 1O 2 o • S I G N A T U R E S • N OF STAGE 2 CONSTRUCTION NO. 1 R.�CARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 61 of 101 .1' 1 ° a - w Ll ° 4" Temporary Pavement Temporary (Orange) Pedestrian Barrier Markings, Item SSP 11450 4" Temporary Pavement Temporary (Orange) Markings, Item SSP 11450 Pedestrian Barrier 4" Temporary Pavement Markings, Item SSP 11450 63 7-7 ffLLLL M4— 0 M4-9BR M304"—x24" 'KM4-98R " �30"x24 aw' 30"x249BL �° 0 c LU 30 x24 � o L�' 1 1 1 FT-T-T I I I_Lj_LL= a ° N O f777 N PLAN VIEW N CD E W F— z_ Of o_ Q 00 Lq 00 0 2.0' 2.0' 2.0' N J.B. Drum Drum 4.0' 12.0' 12.0' 3.5 40.0' 12.0' 12.0' 3.5' 40.0' Pedestrian Southbound Northbound Southbound Northbound Pathway Travel Lane Travel Lane Travel Lane Travel Lane a g Work Area Work Area Control Line Temporary Pavement To Temporary Pavement To � New Pavement Ramp New Pavement Ramp 0 �i i w Control Line 0 z 0 TYPICAL SECTION TYPICAL SECTION U 0 WITHOUT EXISTING PEDESTRIAN ACCESS WITH EXISTING PEDESTRIAN ACCESS z 0 U 1-1 0 o] N z g n i 0 z CD w 0 L E G E N D CONSTRUCTION NOTES Q U 1 . All Temporary Crossings In The Construction Zone Must Be z o STAGES Moved At Some Point To Allow Construction To Continue. 1-1 Sta9 e 1 Existing Sidewalk 2. See Sheet 57 Of 101 For Temporary Pavement Detail. of Utilities, Culvert, Temporary 3. Contractor Must Obliterate All Conflicting Pavement Markings, z Pavement, Begin Overpass Temporary Asphalt Pavement -J Construction, Verbena Construction, SSP 11400. Z Temporary Pedestrian Crossings Temporary Pedestrian Crossing < See Note 4. Drum Spacing Will Be 35 Feet. w 0 Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER o East Side, Continue Overpass A S S • gConstruction ° Tubular Markers > Type III Barricade for Roadway 0 Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA� F Move Traffic To East Side, Construct ��5 GAS T ti0 West Side, Complete Overpass Direction Of Travel O < F w Construction a Q- R` z_ D E T A I L T I T L E • 0 Revisions: O� GJ� 1O 2 o • S I G N A T U R E S • N OF STAGE 2 CONSTRUCTION NO. 2 R.�OARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 62 of 101 .ram' r ® o n M M 0 � M4-9BR oo M4-9BL M4-9BR o =o M4-9BL 30"x24" c ui 30 x24jr'(2MM •K „30 x24 w 30 x24 — x=x� —EF EF x — x G F FP Fr V V V.7 V 17 — 18 19 20 2117 11 1 3 — d 2 0 36 E E E) — — — EP EP EP EP �A - - n n A A A n A n n A — n n A A A n MOM- < I 03 03 03 4" Temporary Pavement v v v EP EP Markings, Item SSP Construct Temporary EP EP � 11450 Pedestrian Crossing Construct Temporary Pedestrian Crossing m 0 0 m m 0 0 000 m C7 PLAN VIEW N ®® N N O o N C N o M4-9BR o o M4-9BL 0. .Ko M4-9BR M M4-9BL z 30"x24" c � „ ,> ,> „ � » CL o 0 30 x24 30 x24 c w 30 x24ILL a_ o a w Lq ao N O N v AA A A N 41 4 o 60 62 63 wsa a2 � �s — MOM MOM- Merw-- g v v v ,I v v v v v v v v v v v V v V v v v v 1 4" Temporary Pavement V O Construct Temporary Markings Item SSP Temporary Pedestrian Crossing 0 Pedestrian Crossing , 11450 0 �i i w Q z 0 F- U PLAN VIEW V) z 0 U 1-1 0 o] N z g aI 2.0' 2.0 i Drum C&G CD 47.0' 11 .0' 11 .0' 5.0' 10.0' o Southbound Northbound Buffer MUP L E G E N D CONSTRUCTION NOTES Travel Lane Travel Lane 0 Q U z1 . All Temporary Crossings In The Construction Zone Must Be o STAGES Moved At Some Point To Allow Construction To Continue. Work Area U� Existing Sidewalk 2. See Sheet 57 Of 101 For Temporary Pavement Detail. Control Line o stage 1 of Utilities, Culvert, Temporary 3. Contractor Must Obliterate All Conflicting Pavement Markings, z Pavement, Begin Overpass Temporary Asphalt Pavement g g -J Construction, Verbena Construction, SSP 11400. z Temporary Pedestrian Crossings Temporary Pedestrian Crossing See Note 1 4. Drum Spacing Will Be 35 Feet. TYPICAL SECTION o Stage 2 Move Traffic To Temporary • Drums 00� Pavement (West Side), Construct KELLER o East Side, Continue Overpass A S S • gConstruction • Tubular Markers > r-i Type III Barricade for Roadway O Stage 3 Type II Barricade For Pedestrian Detour 5\0 NA L F Move Traffic To East Side, Construct �� GAS T tic West Side, Complete Overpass Direction Of Travel O < F w Construction a Q- R` z_ D E T A I L T I T L E • J Revisions: O0OF GJ� 10 2 o • S I G N A T U R E S • N STAGE 3 CONSTRUCTION R.�CARNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G —,ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 63 of 101 '-w s� www.achdidaho.org CONSTRUCTION NOTES 1 . Contractor Must Obliterate All Conflicting Pavement Markings, SSP 11400. 2. Drum And Tubular Marking Spacing To Be 40 Feet. 3. All Traffic Lanes Temporarily Closed Due To Construction, Must Cover The Corresponding Traffic Signal Head. LEGEND STAGES \ Stage 4 \ Construct The Roadway South Of \ The Overpass To The New Roadway Tie In Point North Of The Linder/Overland Intersection. Existing Sidewalk Temporary Asphalt Pavement ° o x x �x � �� • Drums po w x x m x x Tubular Marker Type III Barricade for Roadway YP Y Type II Barricade For Pedestrian Detour x rn Direction Of Travel � I x Q ri Cq � m N � x x � I N 0 m r N C° I w EP F \ EP z Of 00 a • —1 + ri W L -�� 0 CD , 587. 1 1 S LINDER RD N a 10+ 0 1 1 +00 12+00 _ 13+00 _ 14+00 w 1 +00 16 0 17+ 18+ 19+00 +00 21 00 r, _ _ N _— — _ co m w o • Q cn x CD O EP EP EP EP o EP r, UJ 0 x EP V) I -*EP EP EP E 0 z x m0 0 U Q M H J x -0 00 z z LU x 0 Fn O , x z r*1 o z CD w I CO x ro m / 0 Q U z N W U In 0 50 100 150 z J z Plan Scale a w 0 KELLER o- oA S S • z g a- w o G5\0NAL F� of �z< GAS T of ER�o w z D E T A I L T I T L E 7756 J Revisions: O s� 10 2 0 • S I G N A T U R E S • N STAGE 4 CONSTRUCTION °ti�RFcAR / Design By: J. Thornton Date: 4/2024 Drawn By: A. Corley Date: 4/2024 ��AcHD Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 project Number: 321062.001 Project Name: Overland Rd And Linder Rd - Linder Rd Overpass Phase 1 Sheet 64 of 37 .1' www.achdidaho.org X CONSTRUCTION NOTES X X ° 0 `c�'j 0 1 1 . All Temporary Crossings In The Construction Zone Must Be 0 Moved At Some Point To Allow Construction To Continue. X 1 ` 2. Contractor Must Obliterate All Conflicting Pavement Markings, ° ° 1 X I ° X x ° O O SSP 11400. x o � I Oo 3. Minimum Drum Spacing Is 35 Feet. Q—o ° o Y o 4. Dewatering May Be Needed Depending On Contractor's W o \ I r, W1 —4(L) W20-1 Q 0 w Approach, Item 205.4.1 .B.1 . = x ° x I Proposed Culvert Construct Temporary Paving, See Detail A 36"x36" 36"x36" pp ' x Z < \ Item SSP 08105 ¢ 5. Shoring To Be Completed Between Phasing As Shown On G20-2 LV �` o LV \ x I ® ® Sheet 66 Of 101 Item SP 70017. 36"x1 EEC, " w o � ° � (D Existing Culvert Portable Concrete Barrier (Pinned), _3_ ° — ° _ Item 1103.4.1 .A.1 ° ° LEGEND 0 0 0 ° 0 0 Temporary Crash Cushion,- 0. (D II Item 626-1 18A ° ° STAGES ® -- f--- El ----f 100' End Taper f Stage 1 a OHP ® OHP m Shift Traffic To Right Side Of Fo OHP _ OHP 100' 100' ��N/ Roadway, Construct West Side Of 53 nEP EP EP o EP EPe I P P EP P EP EP I o I LL Ten-Mile Structure 54+00 0 �F - �— S CINDER RD — _ _ _ - 5++00 60 0_0 �6.1 +�� - - -62+�— Z o • - - — J Stage 2 100 0 100 • • , • • • I • Shift Traffic Onto New Roadway 65 Taper 130 Longitudinal Buffer I oNP CINDER RD o i Structure On West Side Of Ten-Mile, ' 12• 130' Taper 1 S I Z Construct The East Side Of The MW� = e• a- Ten-Mile Culvert a o 0 00® - N o 0 0 0 0o . o 0 0 2 \ o o I Existing Sidewalk LL 0 0 C 1 0 Existing Culvert_ ———�f————f————f—— — —— Temporary Asphalt Pavement 1 i - N D o ° Temporary Crash Cushion, / �\ _ _ — — x ® • Drums 0 1 Item 626 118A � x 0 ° ° O o 7 H Type III Barricade for Roadway o Q A I Type II Barricade For Pedestrian Detour z I w I x ' O W20-1 = \ o m Direction Of Travel 0 o_ ,> x o W1 —4(R) Z x ° `" Q� \ I o 0 362'0x18» 36 x36 36"x36" LU Q k LU I m I N 0 \k °1`1 Cv I 04 o+ / x ° o g TEN-MILE CULVERT PLAN VIEW 3" Plant Mix Pavement, SP-3, cD Item SSP 08105 Varies, See Plan View 6" — Compacted Crushed Aggregate 2% For Base Type I, Item 802.4.1 .A.1 -'7 J U LJ J z Alignment 9" — 6" Minus Uncrushed Aggregate Base, w Item 801 .4.1 .B.1 .6 TEMPORARY PAVING DETAIL z A1:5 0 5 10 45.2' 0.3' 7.4' 18.9' zConstruction Zone Stage 1 Construction 2.0' 0 Proposed Safety Distance U Headwall Drum D 10.0' 10.0' 5.0' Sou hbound Lane Northbound Lane Sidewalk Headwall 0 Existing i Headwall 2.0' N o ,Pinned Concrete Barrier m z / Obvert, Elev 2588.183 Obvert, Elevl 2587.943 �2 0' 4 J i /Shy Dist. c� o Creek Bed � I o Remove Existing Fence, Invert, Elev 2580.693 See Plan Sheets / z 0 / U i z Invert, Elev 2580.933 Y Creek Bed z a o' 0 KELLE0 ■ o' g TEN-MILE CULVERT CROSS SECTION o' w 0 -)5\0NA` F� o�' �G\S T c w 4 � z D E T A I L T I T L E • 0 Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING -TEN-MILE o �`�� oP�° � i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 CULVERT P 1 (� R C ARNP ��ACl�1D Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 65 of 101 %7 ffi� www.achdidaho.org m �� 1 1 , „ o CONSTRUCTION NOTES 12 x48 \ \ Ref. TS-1109 m o ° (Traffic Supplemental) 1 . All Temporary Crossings In The Construction Zone Must Be o \ ° \ Moved At Some Point To Allow Construction To Continue. 2 as 13aN1� S \ 2. See Sheet 64 Of 101 For Temporary Pavement Detail. X x \ Z W20-1,> 0 3, Contractor Must Obliterate All Conflicting Pavement Markings, ° ° ° W13-1 Qy3Hy 36 x36 �24"x24" ° V20-1 SSP 11400. N�JOM ° ° X X \ 1 ad0� 36"x36" Z 4. Minimum Radius Required For Temporary Roadway Is 198 PCG"20-2 a "° W1 -4 L � _ o o Y 12"x48" Feet. I ( >� a_ Q Q � 21 w 36 x18 W I Bridge a Railing, ° \ = X X SeegTen-Mile ' Plans O 3 Q Z Ref. TS-1 109 36 x36 (� o I = 5. Minimum Drum Spacing Is 25 Feet. \ ° J (Traffic Supplemental) x o W ° x 1 I (Sheet 55 Of 100) O X ° i � " 4. Dewatering May Be Needed Depending On Contractor's ° o UJ "' o a 1 X 0 o w Approach, Item 205.4.1 .B.1 . x Ve ^lx I x W20-1 ¢ 5. Shoring To Be Completed Between Phasing As Shown On U o Temporary Crash Cushion, 36"x36" R9-11 m' a Item 626-118A _ Temporary Crash Cushion, \ / ; ° Sheet 66 Of 101 , Item SP 70017. x -24 x 18 z —— — _ ° _ Item 626-1 18A ° = X __� ° ° m 4" Temporary Pavement ° _ II _ o, o ° Markings, Item SSP Temporary Sidewalk, ° 'n 11450 Item SSP 08105 ——__- ° — — 0 0 0 0�— ❑ � a�o3 1 LEGEND OHP OHP m • ti• 100' 10- 0 0 �+ + OHP �\ • 0 I I o G cfl EP 53+ EP o EP EP E II �• O° STAGES 55+00 — • — +00 — _ rr0� + +0 60+ 0 +�� E� o 6 +00 0 64+00 D_ Sta e 1 • -S LINDER RD , , �+ - 100 0 100 Min. i OAP \�7 LINDER RD� — Shift Traffic To Right Side Of — — z Roadway, Construct West Side Of Mw, e- s. o — — - — Ten-Mile Structure ° Q ° ° ° ° Portable Concrete Barrier, N ° ° Item 1103.4.1 .AQo ° ° I Stage 2 0 Shift Traffic Onto New Roadway x x x - x x I^� — 0 0 0 ® � 0 Structure On West Side Of Ten-Mile, 0 «< III Construct The East Side Of The o ° Q ° x Existing Culvert — —�— x m o Ten-Mile Culvert � W ° 4" Temporary Pavement ° \ x Prof Culvert / / O Markings, Item SSP Z Existing Sidewalk p R3-2LL1 Q w _ p = C3'� � 24"x24' ® I R9-1 1 ° w/ Temporary Asphalt Pavement z \ m D \ ° ED z 24"x 18" LL EL W13-1 r �� ° �C�' mQ \ Drums Q 24"x24" ° I I I J Type III Barricade for Roadway o W20-1 W 1 ,-4(L) / o I ~ Type II Barricade For Pedestrian Detour 36"x36" \ 36 x36 C, ° ° I I x G20-2 I Z It x I Q ROAD Direction Of Travel ® ° I I I WORK W20-1 / ° — — — — —J I AHEAD 36 x36 ° CIS fi w ° /+ ��„ II \ I°_ S LINDER RD N 12"x48" g TEN-MILE CULVERT PLAN VIEW ( Ref. TS-1109 Traffic Supplemental) c� 0 a- w J D U w Of J z 41 .0' Existing Roadway w 2.0' 2.0' z a 0.4' 2.0 Concrete Construction (n Bike Railing Concrete Barrier Shy Distance 63.1 ' o Barrier 2.0' Construction Stage 2 D5.0' 2.0' 1 1 .0' Drum 1 1 .0' 2.0' 30.0 Z Sidewalk Shy Southbound Lane Northbound Lane Shy 18.9' o Dist. Dist. / N 0 m (n Z g In i 0 / Z w 0 i / 0 U Z N W U / Z J Y Z Q L OKELLE ■ H a' g TEN-MILE CULVERT CROSS SECTION a- w 0 -)5\ONA` F� o 1 G1 T c w 4 � z D E T A I L T I T L E • o Revisions: • S I G N A T u R E S • CONSTRUCTION STAGING - TEN-MILE o �`�� oP�° � i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 CULVERT P2 (� R C ARNP AmACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 66 of 101 27E www.achdidaho.org I O Z O NOTES: w z I 1. PLACE THE NEW CULVERT OVER THE TOP OF THE EXISTING CULVERT TO MAINTAIN THE FLOWS OF TEN-MILE CREEK. I �X 2. PROVIDE ALL SHORING AS REQUIRED FOR CONSTRUCTION. THE LOCATIONS AND LIMITS SHOWN ARE INDICATED TO x I ALERT THE CONTRACTOR THAT SHORING MAY BE NEEDED. DETERMINE THE ACTUAL LOCATION AND LIMITS OF ALL WING WALL 4 SHORING REQUIRED. SUBMIT TEMPORARY SHORING PLANS AND DESIGN CALCULATIONS IN ACCORDANCE WITH l� I w I I I I I 585-005A. , PROPOSED ) I CULVERT A_ (L_ CULVERT @CLLINDER ROAD 3. REMOVE THE EXISTING CULVERT AFTER BOTH STAGE 1 AND STAGE 2 CONSTRUCTION IS COMPLETE. \ X STA. 57+76.98 o (� ` 1 I ELEV. 2592.13 4. THE CONTRACTOR MUST SUBMIT CONSTRUCTION DRAWINGS ON THE SEQUENCING OF REMOVING THE EXISTING --_ ___ ____ ____ ____ ____ ___ ___ ____ CULVERT TO THE ENGINEER FOR APPROVAL. N (.0 I EXISTING CULVERT CLCULVERT I --�-- TFNM�CE C— � I REK a N ——— ——— ———— ———— ———— ---- ——— WING WALL 4 I � N ICN CN CL S LINDER ROA 42'-6"- x Q PA(8 - 18'-0" x 10'-0" PRECAST CONCRETE SECTIONS) 3'-0" A � C/) STAGE 1 CONSTRUCTION -n I g II / o w z I r I +/ 7r 3 EXISTING STEEL ARCH PIPE o I -9%211 Ld Ld STAGE 1 CONSTRUCTION - TEN-MILE c� i� 1 if = 10'-0" z Q w 0 Of o _ M °� / o LJ Cf) z Z I g I o YLLJ X I W � ,� ~ �` I WING WALL 1 z ) TEMPORARY SHORING (TYP.)CL I CULVERT @LINDER ROAD SECTION VIEW \ STA. 57+76.98 > ELEV. 2592.13 8" = 1'-0" w - --- --- -- -- --- --- -- --- --- --- --- --- --- -- --- --- -- I ROPOSED CLCULVERT z CULVERT � of MICE CREK i o - Q / U z WING WALL 2 EXISTINGLi I of ( l CULVERT ) X � 10'-4" 62'-13 , I O 4 o � OfI , --� Xf 0 (12 - 18'-0" x 10'-0" PRECAST CONCRETE SECTIONS) zSTAGE 2 CONSTRUCTION I p (L- S LINDER ROAD I 'CO) O I o I � � I Of o + KELLE hi 0 I • 0 STAGE 2 CONSTRUCTION - TEN-MILE �s\p NA L F� Of 1 if 101-011 a �3 0 z_ J D E T A I L T I T L E • N Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING - TEN-MILE -� �`� �° N 9 E OF \�P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 CULVERT S&L BLPAG� ��AcHD Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 67 of 101 J v X ° ° CONSTRUCTION NOTES xx x X X �X s o 2 Q x x x x 1 . All Temporary Crossings In The Construction Zone Must Be FT " o O x m \ x � x < Moved At Some Point To Allow Construction To Continue. x Q ° W1 -4(L) x ° W20-1 + o Q ° o ° X x x \ x 36"x36" x 36"x36" 2. Contractor Must Obliterate All Conflicting Pavement Markings, x x ° ° x I Q v SSP 11400. ° Z x x J W x 3. Minimum Radius Required For Temporary Roadway Is 198 ° o x c X � = W 13-1 o Y o Feet. x G20-2» Q x LLI O O ° (V —2 24"x24" Q w x ° x x X xb x18 Q . ° I ° ,C 0 Q \ 4. Minimum Drum Spacing Is 25 Feet. x O Y X x 0 ° ° ® 5. Construction To Be Done During Non—Irrigation Season. o W ° ° ° \ 6. Shoring To Be Completed Between Phasing As Shown On x z Construct Temporary Paving,° I o x c w o Q See Detail A, Item SSP 08105 x x Sheet 69 Of 101 , Item SP 70017. 8 m Temporary Crash Cusghion, o x x xco OCO c Item 626-1 18A ° X x x UOO OT� �: CP ------ + 4" Temporary Pavement ° x ° ° 4" Temporary Pavement Markings, Item SSP • Markings, Item SSP ® 11450 ° o EP EP / 11450 + i X x x® o x ° ° LEGEND FP-, EP , \ EP P EP P EP EP— S LINDER RD_ _ _ 100 Min. 41100 1 42++00 43+0 _ _ _ _ 49+6b • • S LINDER RD STAGES • 1 1 1 1 1<1 1141 age 1 O Shift Traffic To Right Side Of o ° o o ° Roadway, Construct West Side Of o ° O ° Ten—Mile Structure Q Temporary Crash Cusghion, W X Item 626-1 18A x x Q x x x x x xT_x x x x — Stage 2 Q x x x x x X X X X x x -Portable Concrete Barrier, o x Shift Traffic Onto New Roadway ° Item 1103.4.1 .A.1 a x o Structure On West Side Of Ten—Mile, W x o m I x Construct The East Side Of The o Q m o O Existing Box Culvert �� \ Z x Ten—Mile Culvert Z D O D g Temporary Crash Cusghion, a ; x a °p W1,3-1 N V d Item 626 X1 18A ° x \ Existing Sidewalk (� 24 x24 620-2 cc W20-1 ��/ Q x x x ° 36"x 18 \` Temporary Asphalt Pavement � L � o z 36"x36" ll x • Drums z x � x Q �x W1 j 4(R) Cl) x x ° } 36 x36 �O I H Type III Barricade for Roadway Type II Barricade For Pedestrian Detour of A_ ` o ° o Direction Of Travel 0 0 NO. 0-It N w � ° X X x_ X X X 25 1.7 Ho KENNEDY LATERAL BOX CULVERT CROSS SECTION W Q 3" Plant Mix Pavement, SP-3, g Item SSP 08105 0 50 100 150 Varies, See Plan View 1 6" — Compacted Crushed Aggregate Plan Scale For Base Type I, Item 802.4.1 .A.1 c� 0 J w9" — 6" Minus Uncrushed Aggregate Base, g Item 801 .4.1 .B.1 .6 } TEMPORARY PAVING DETAIL 0 w w 1:5 0 5 10 Y I C� Alignment 49' 0 58' 2' 2' D Construction Stage 1 Concrete Concrete ZBarrier 2 Barrier 0 U rum N 2' 11 11 S' m Construction Southbound Lane Northbound Lane Sidewalk (n Safety Distance z g n i 0 / Z w2' 2' Shy Dist. Shy Dist. / 0 Q U z N W U Z J Y z Q L KENNEDY LATERAL BOX CULVERT CROSS SECTIONKELLER Z • 00� 0 5 10 15 W o �s\0 NA L F� Of Plan Scale o`� �G\S T w 4 � z D E T A I L T I T L E • o Revisions: • S I G N A T u R E s • CONSTRUCTION STAGING - KENNEDY o ' `�� 0' cv E O F .� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 LATERAL P 1 C ARNP ��AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 68 of 101 17 xi X x x� - ,� a , I ° — CONSTRUCTION NOTES '\ O �� I o x X X � x X X \ x W x x 1 . All Temporary Crossings In The Construction Zone Must Be o P Y 9 x I J ° o x x ° ° I Moved At Some Point To Allow Construction To Continue. wx °° x © o ° 7%� \ \ � R x 2. See Sheet 67 Of 101 For Temporary Pavement Detail. o ° x x x \ Temporary Crash Cushion,) G a ° o x x 0 I W x 3. Contractor Must Obliterate All Conflicting Pavement Markings, Item 626-1 18A X W20-1 x Z x I SSP 11400. Z x 36 x36 x Elf FZ_ x x x ° W W1 1 —2(R) W1 1 -2(L) ° 4. Minimum Drum Spacing Is 35 Feet, Unless Otherwise Noted. Z x o G20-2 x Z x1 0 30"x30" 30"x30" x w o O ° J / �� 5. The Contractor Must Provide Temporary Access To The w x � 3\x18 x C o X x x x ° x Q \ ° Bike Railing, See o ° ® Q Q x Private Street W Joshua Ln. Relocate Stop Sign, g� ~j x x O x Item 1135.01 .07 ° _ ° ° Kennedy Lateral Plans �� Ti: 6. Shoring To Be Completed Between Phasing As Shown On Q © x \ , x I xo o � O Temporary Paving, See \ x Sheet 69 Of 101 , Item SP 70017. x Ix 8 x c } Detail A, Item SSP _ ao 0+�� x X X Ix x x x x x �° $od° ?� 0 08105 X N ° ° o x o LEGEND w ° ° ° 1 +so a-.a r7 20' e ® ° ° STAGES o x— EP El EP EP EP - 3+00 S LI N D E R RD • • 1 +00 • • 42+00 43 0 • 44+O6P • EP +0 • 4 +0 —ii REM FPEP4a �� ShifgteTraffic To Right Side Of • — i — -100 Roadway, Construct West Side Of r, — —r — — -0 F. - • Ten—Mile Structure �_120' 4" Temporary Pavement S LINDER RD- 100' Min. Markings, Item SSP 0 11450 Stage 2 0 0 ° ° o o J ° o ° Shift Traffic Onto New Roadway rv� Q Q Structure On West Side Of Ten—Mile, Q ° ° ° ° ° �° I � � Y Y Z x x � x o Ten—Mile Cons t The Culvert Side Of The 4 Temporary Pavement x x x N x x x Markings, Item SSP ° 4 Temporary Pavement ° a ° 0 o 11450` X X X x X X X x x x x ° Markings, Item SSP \� 9 R9-11 Existing Sidewalk ° D ° Portable Concrete Barrier, 11450 x \ x I � ' =s � V Temporary Asphalt Pavement o A 24"x18" \ m 0 0 Item 1103.4.1 .A.1 x \ ` p y p N m o D \ I o x N \ Dp 0 00 o O \ O o oD ° x x �• o o x o m • Drums o x ° x Q i--i Type III Barricade for Roadway w X x Type II Barricade For Pedestrian Detour z x x W20-1 IX x° R9-11 ( ) ( ) 24 x18 Direction Of Travel 0 36"x36" 0 Q W1 1 L W1 1 R G20-2 X x_ x x 30"x30" 30"x3O" 36"x18" Q I � ° k = x a 0 0 A- oO Q x x °x O ° N O °° \ x 0�1� A_ a \� ° ° x x x x x x . 25 1.7 ° W KENNEDY LATERAL BOX CULVERT CROSS SECTION Cn N g 0 50 100 150 Plan Scale c� 0 J Q !Y W g 0 W z z W Y I Bike Railing, See Kennedy Lateral Plans 2' ( Concrete Barrier 52 o 2 Stage 2 Construction Zone 0 5' 2' 1 1 ' Drum 1 1 ' 2' D Temporary Drum Southbound Lane Northbound Lane Construction o Sidewalk Safe Dist. i I N m N z n 0 2, i z Shy Dis . W 0 I i 0 Q U i 49' z w 0 I U 1-1 In Of Z J Y z Q L KENNEDY LATERAL BOX CULVERT CROSS SECTIONKELLER Z • � 0 5 10 15 W o �s\0 NA L F� Plan Scale o`� �G\S T 0 w 4 � z D E T A I L T I T L E • o Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING - KENNEDY o i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 LATERAL P2 (� R CARNP ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 69 of 101 .1' 1 P/L _V f > / _ d (LS CINDER ROAD NOTES: \ > 1 . REPLACE THIS CULVERT DURING THE NON-IRRIGATION SEASON. PLACE COFFER DAMS AND \ BYPASS FLOW CONVEYANCE AS NECESSARY TO MAINTAIN FLOWS OTHERWISE. THE Q CONTRACTOR MAY SUBMIT ALTERNATIVE DEWATERING PLANS TO THE ENGINEER FOR `" .• , CLCULVERT @CLLINDER ROAD \ APPROVAL. •'•• \ \ STA. 43+42.67 r N '•• + EXISTING ELEV. 2597.20 0 . 2. PROVIDE ALL SHORING AS REQUIRED FOR CONSTRUCTION. THE LOCATIONS AND LIMITS \+ 4 CULVERT CULVERT — — — — Is TEMPORARY SHORING (TYP.) , .•• — — — — d •• SHOWN ARE INDICATED TO ALERT THE CONTRACTOR THAT SHORING MAY BE NEEDED. KENNEDY --- ---- -- — -- — -- ---- ---- DETERMINE ACTUAL LOCATIONS AND LIMITS OF ALL SHORING REQUIRED. SUBMIT LATERAL \ P/L — TEMPORARY SHROING PLANS AND DESIGN CALCULATIONS IN ACCORDANCE WITH 585-005A. t 5-4/$ \ \ Ln 58'-10%" N (12 - 6'-0" x 3'-0" PRECAST CONCRETE SECTIONS) �, — — P/L — — STAGE 1 CONSTRUCTION A d O P/L — P/L — O N -A OLLJ L < \ � O O \> 7CD 0 � w w STAGE 1 CONSTRUCTION - KENNEDY LATERAL CD z 1 If = 10'-0" Q w — � d Of /L M P • f d w P/L w • f \ cn • \ g � CL S CINDER ROAD Q ' Of \ w 0 hi CULVERT @BLINDER ROAD z ••• • y \ STA. 43+42.67 Y '••. ELEV. 2597.20 � EXISTING / _ _ _ 4 CULVERT CULVERT , •.•• / KENNEDY \ — — — •• Li o LATERAL � — — — — P/L T — z c� \ • \ w 5,-4%" \\y53'-6%" \ 0 (10 - 6'-0" x 3'-0" PRECAST CONCRETE SECTIONS) o/ o STAGE 2 CONSTRUCTION P — / /L P/L P/L z _A O O 01 0L�` z Y \ 'po 'po > Q 0 o zKELLER STAGE 2 CONSTRUCTION -KENNEDY LATERAL • O 1" - 1 0'-0" 0 of �s\0 NA L F� Of Ld off �G\ST FC z a �3 J D E T A I L T I T L E • N Revisions: • S I G N A T U R E S • CONSTRUCTION STAGING - KENNEDY -� �`� '° N 9 E O F��P Design By: P. Blackham Date: 1/2024 Drawn By: M. Oksten Date: 1/2024 LATERAL S&L BLAG� �1'�AcHD Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 70 of 98 . N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 04 Fiber Wattle, Item 1003.4.1 .G.1 1 . Stabilized Construction Entrances Must Be A Minimum Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. o / L E G E N D — - — — PL FP Stabilized Construction Entrance ••-.••ti.•• a R — — R/W — — R/W — — �R/W _ P/L — �� P L o ° V V V V V V V V V V V V V V V V V — °— P/L ° /L �V —°—° °••�••—•4sr��•�l aK•�XQ' °— X—°— X—°— X—a / Silt Fence P L — — '••••.••••••••• — °—o 13 X_O� X 0�_ X- ° X__0— X—o— X °_ X °—o Fiber Wattles w — - - - - - GENERAL NOTES FOR � 03 TEMPORARY EROSION CONTROL S LINDER ROAD o 1 . Site Dimensions, Placement, And Payment For Temporary 01 O Erosion Control Devices Will Be As Set Forth In The Plans 00 And Special Provisions. N ----�-36" ___ __ 04 N 00 14 — 16+00 — — �— �— �— t-3=r— ;�— B 2. The Site Design Determines The Need For Temporary Erosion o +0 _ _ 17+00 — 18 Control Devices. Modifications To Those Installations Must Be o + �v — — — — — n Cn Approved By The Engineer. z J 3. Temporary Erosion Control Devices Are Not Intended To Last B w More Than One Season (3 Months), Or Until They Are N Integrated Into A Final Erosion Control System, Replace When Expired. LID 4. At The End Of Each Days Work, The Appropriate Number And Combination Of Temporary Erosion Control Devices Must Be N _ Placed on Each Drainage System Under Construction. N 5. The Staging Area Is Required To Be Kept Within The Limits Of The Project. If Additional Area Is Required, Advanced Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water can CD Vd — °—°—°—°—S�o•••• °— X—°— X—°— X—°— X—°— X—°— X—°— X °— —°— X Runoff. �1/d _ _ �-I-•coo g41 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Vd — — ��'d�b•••. 04 Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or Vd ,/d _ '6•� 6 Areas Surrounding Irrigation Ditches, Streams, Or Open O — — 1/d — — O �`•d� �'b'— Channels Of Any Kind. To Remove Affected Soils/Materials Vd �•o•�a:• .�•d�a And Concrete From Any Concrete Clean—Out Area And o — — 1/d — 01 Dispose In An Approved Landfill. w EP EP EP EP EP EP 1/d — — �,/d 7. If A Porto Is Needed, It Will Be Kept Behind The = EP — Proposed Or Existing Sidewalk, To Minimize Potential Effected Area In Case Of A Spill. 8. All Drop Inlet Protection Will Be Installed Prior To Paving. N9. During The Refueling Process, Take Measures To Contain Any o Potential Spills By Using An Approved BMP. 00 10. Spill Protection Is Required On All Refueling And Maintenance gActivities. This Includes Checking And Filling Oil, Brake Fluid, I Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, 0 Transmission Fluid, And Gear Oil. The Contractor Will Use An Z Approved BMP To Prevent And/Or Contain Spills. CD w 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above Remove The Effected Soils/Materials And Properly Dispose. Q 12. The SWPPP Can Be Altered By The Owner Or Contractor To Address Any Potential Onsite Storm Water Problems Not zAlready Covered Or Mentioned Above. If Altered, Both Parties w Are To Be Notified As Soon As Possible. 0 0 In 0 20 40 60 z J Z Plan Scale a 0 KELLER o z g w 0 -) o�' �G\S T c w 4 � z_ D E T A I L T I T L E • 0 Revisions: O� GJ� ,ZZ 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 13+00 - 18+00 R.�CARNP1_ i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 71 of 101 .1' 1 N O T E S 01 Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 04 Fiber Wattle, Item 1003.4.1 .G.1 1 . Stabilized Construction Entrances Must Be A Minimum Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. L E G E N D � x x_ x— J / p p EP gyp— °i•Qip-9iii••••••••••••••••••••••• p ••i•••• •• ••• °— x—°— x—°— x—°— x—° x—°— x—°— x—°— x :.P:..q.••• m —�••�•0-0 •9• I co Stabilized Construction Entrance .9.. < W x—°_W'_ x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—° x—°— —°— x—°— x—p— x—p— x UJ o E&13 ` °—O Silt Fence it I GWL @ 04 2587.61 1' � I °—° Fiber Wattles -p- x-°- W U' GENERAL NOTES FOR 0 M TEMPORARY EROSION CONTROL I I I I Lq 0 III I III 1 . Site Dimensions, Placement, And Payment For Temporary o + 02 02 \ I � I o Erosion Control Devices Will Be As Set Forth In The Plans 00 a_ I I I I t o And Special Provisions. SLinder Road I I I � 2. The Site Design Determines The Need For Temporary Erosion 0�— — '�� E— E— Q 1E— E— �— �— E— �— �— F_0�_ �_ F— Q I I I 1 1 N Control Devices. Modifications To Those Installations Must Be o — — — — — 9+^00 — — — — — — — — — 21 d 2� 60 BH_12 o Approved By The Engineer. Z 1 2584 605' cn +1 3. Temporary Erosion Control Devices Are Not Intended To Last W I � J I I I I C More Than One Season (3 Months), Or Until They Are � I I I J Integrated Into A Final Erosion Control System, Replace When LO 02 1 � i i Expired. N 02 I I 1 I m 4. At The End Of Each Days Work, The Appropriate Number And N I I I Combination Of Temporary Erosion Control Devices Must Be o _ _ � III Placed on Each Drainage System Under Construction. `O I 1 I 5. The Staging Area Is Required To Be Kept Within The Limits cnLJ1 Of The Project. If Additional Area Is Required, Advanced o JCnI I Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water can °- x-°- x-°- x-°- x-°- x-°- x-° x-°- x-°- x-°- x-°- x-°- x-°- x-°- x-°- x-°- X °- x-°- x- x n p x-O- x G m Runoff. gU) 6. Concrete Clean—Out Areas Are To Be Kept Within The Project 04 r J Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or cn I Areas Surrounding Irrigation Ditches, Streams, Or Open `n Channels Of Any Kind. To Remove Affected Soils/Materials x—° x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—°— x—o x—a— x—n— x—o— x—°— x ° x—°— x C b•�d mob•—•••••. ` And Concrete From Any Concrete Clean—Out Area And � °—°�b•�•��, �� °— o b_d_a��a• M m Dispose In An Approved Landfill. w °='d�E�. ` 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The w °�o�b•_• 04 Proposed Or Existing Sidewalk, To Minimize Potential Effected c=n Area In Case Of A Spill. Vd 01 -'e-- u /d °': d'= ••a_�,•:.d_. —°— x—° x-p- x—°— — Cn 8. All Drop Inlet Protection Will Be Installed Prior To Paving. Vd N — 1/d 103 13 0 9. During The Refueling Process, Take Measures To Contain Any _ r I m Potential Spills By Using An Approved BMP. 00 Vd N 10. Spill Protection Is Required On All Refueling And Maintenance EP - EP Vd EP Activities. This Includes Checking And Filling Oil, Brake Fluid, n EP EP EP EP EP � u I Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, j EP Transmission Fluid, And Gear Oil. The Contractor Will Use An Z Approved BMP To Prevent And/Or Contain Spills. o m 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above �°� j Remove The Effected Soils/Materials And Properly Dispose. / 12. The SWPPP Can Be Altered By The Owner Or Contractor To Address Any Potential Onsite Storm Water Problems Not N Already Covered Or Mentioned Above. If Altered, Both Parties o Are To Be Notified As Soon As Possible. 0 0 20 40 60 z J Z Plan Scale a 0 KELLER o z g w 0 -)5\ONAE F� o�' <-/ T c w 4 � z_ D E T A I L T I T L E • 0 Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 18+00 - 23+00 R.� RNP�� / Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G CA ��AcHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 72 of 101 .1' 1 www.achdidaho.org N O T E S tn\ 01 Silt Fence, Item No. 1003.4.1 .C.1 0 \ M 02 Inlet Protection, Item No. 1006.4.1 .C.1 M I Q J — Z 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 \ 04 Fiber Wattle, Item 1003.4.1 .G.1 \ W • J r I • ; 1 . Stabilized Construction Entrances Must Be A Minimum le Entrances And A Minimum I � Of 12 Feet Wide For Sin g \ CO, p Of 24 Feet Wide For Dual Entrances. A Minimum J Length Of 50 Feet is Required. o / \ o p � J 0, I m /a / L E G E N D p \ I FA Stabilized Construction Entrance I O�O x x x x x x x x x x x x a 01 p / �_ — / m p—p Silt Fence r m ••� I ••• � FA\ pip--a=� ^—^—o—^—o—p—p—p—p—p—p—p—p—p—p—p—p—°—p�/� II � — p—p Fiber Wattles • EG EG EG EP' II EP EP • II II / m GENERAL NOTES FOR II l TEMPORARY EROSION CONTROL R W —E� R W EG — —v V V V V v V__T� V — —EP EP EP '••• o RW R — EP — FPRW RW - - RW — R/�P - - EP RW FP - - — R a — 1 . Site Dimensions, Placement, And Payment For Temporary N II Erosion Control Devices Will Be As Set Forth In The Plans o And Special Provisions. \ 2. The Site Design Determines The Need For Temporary Erosion Control Devices. Modifications To Those Installations Must Be o Approved By The Engineer. Ld o II z + J 0 3. Temporary Erosion Control Devices Are Not Intended To Last 0- N II — d� d3 d3 d3 d3 02 L + More Than One Season (3 Months), Or Until They Are dE dE — d3 d3 dE dE dE d= dE d3 d3 00 Integrated Into A Final Erosion Control System, Replace When Expired. LID24+00 _ 25+00 N W — _ _ _ _ _ _ _ _ _ I's _ _ _ +00 r, — _ _ _ _ 27+00 4. At The End Of Each Days Work, The Appropriate Number And CnCombination Of Temporary Erosion Control Devices Must Be o II Placed on Each Drainage System Under Construction. 04 \ m J C14 ° II EP EP II 5. The Staging Area Is Required To Be Kept Within The Limits EP EP EP Of The Project. If Additional Area Is Required, Advanced II EP EP EP — EP EP EP EP 02 EP EP �I EP EP p o Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water Runoff. g fVW#1 — — — — — 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or IIAreas Surrounding Irrigation Ditches, Streams, Or Open ��I Channels Of Any Kind. y o Remove Affected Soils/Materials And Concrete From An Concrete Clean—Out Area And vi I*I II Dispose In An Approved Landfill. w t 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The Proposed Or Existing Sidewalk, To Minimize Potential Effected II Area In Case Of A Spill. 93 93 93 03 93 03 93 }� o•••o_•a•_o •..•• •.• .••.•.•..••..........•....•••• •• ••• •• •.••.....•..•..•.••••.• •• L •• •• ••• •• ••.... �� 03 Illlrr •• .•• p—p—p—d- -d—a—p—p—p—p—p—p—d—b 'd—d—t�—d—b —s b d GL-*d-�! •� •.• •• ••...•••••...••..•..•• °\ •• .•/°—p—p—O—O—O—O— b—d- -°—°—p-p—p—°'•••••••...• 93 �3 8. All Drop Inlet Protection Will Be Installed Prior To Paving. O • .> ��• o p °� •• •.•.•.•.• l/ •.••..•.�a• 3 II \ •• •'/ o�o� •.••o'�9d°— °=°—p—p'=•a•! 9. During The Refueling Process, Take Measures To Contain Any N 1 1 O • :O —'�� II GWE @ \ Potential Spills By Using An Approved BMP. Ln II Fn 2585.941' \; — — /d — — — — 10. Spill Protection Is Required On All Refueling And Maintenance o� — , d — — � 1/d — — �-i/d — — Vd Vd Vd Activities. This Includes Checking And Filling Oil, Brake Fluid, n II �/d / Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, 0 — � ��/d Transmission Fluid, And Gear Oil. The Contractor Will Use An — ��/d — ��/d Approved BMP To Prevent And/Or Contain Spills. CD — w 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above 01 Remove The Effected Soils/Materials And Properly Dispose. 12. The SWPPP Can Be Altered By The Owner Or Contractor To Cn 1a o Address Any Potential Onsite Storm Water Problems Not Z Already Covered Or Mentioned Above. If Altered, Both Parties w a I I Are To Be Notified As Soon As Possible. 0 20 40 60 z a \a \ �I \ \ I \ \ \ Plan Scale oKELLE ■ 0 oA S S • z g w 0 -)5\ONA` F� o�' �G\S T c w 1Z � z_ D E T A I L T I T L E • Jevsions: O� GJ� 2 o Revisions: • S I G N A T U R E S • ,ZZ N SWPPP PLAN - STA. 23+00 - 28+00 R.� RNP�� i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G CA ��ACl�1D Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 73 of 101 27 01 N O T E S 4 13 0=0 d frd�3.�o—o—�✓ o—o=o=0—o-1/r�-0—o=�—��Ld / ••'. / �— �� _�� 01 Vd Silt Fence, Item No. 1003.4.1 .C.1 02 Inlet Protection, Item No. 1006.4.1 .C.1 •• / — 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 i // •. 2592 W VERBEN R 25 2591 04 Fiber Wattle, Item 1003.4.1 .G.1 F / 25g0 90 \ EP Fe Ep P 1 . Stabilized Construction Entrances Must Be A Minimum 2591 Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. - - _ L E G E N D Co 00 00 // 000 + N 00 00 cn — 00 O�O Stabilized Construction Entrance a o 0 0 41 0 P/L — — P/L — — P/L — — P L — — / P/L �/ P/L — — P/L — — P/L — — P/L — — P/L — P/L — — P/L — — 02 0-0 Silt Fence Fp EP EP - EP EP EP P EP EP EP EP EP EP EP — EP - EP EP 0-0 Fiber Wattles ,� 30+00 31 +00 GENERAL NOTES FOR F - EP EF EP EP TEMPORARY EROSION CONTROL � // I EP EP EP — EP EP EP EP EP EP EP 0 :�O FA ❑0 1 . Site Dimensions, Placement, And Payment For Temporary Mw#3 Erosion Control Devices Will Be As Set Forth In The Plans N And Special Provisions. C142. The Site Design Determines The Need For Temporary Erosion ° W Control Devices. Modifications To Those Installations Must Be N00 00 Approved By The Engineer. 777 °° 00 o • 3. Temporary Erosion Control Devices Are Not Intended To Last 0 • •••• •• z — — — — d d — — d " �= ' — — — More Than One Season (3 Months), Or Until They Are -I/d •.•• o Integrated Into A Final Erosion Control System, Replace When _ �-I/d — o ; / I Expired. N 93 d 93 /° .'• 0•/ W 01 01 4. At The End Of Each Days Work, The Appropriate Number And Combination Of Temporary Erosion Control Devices Must Be b-0—o••••••• •��•��•••�•••�0 —a— ��•••�� _.�o •� ••� Placed on Each Drainage System Under Construction. —0— O=�-O 0-�-0-� • •••' o\ °/••0• IUJ 5. The Staging Area Is Required To Be Kept Within The Limits c > _ Of The Project. If Additional Area Is Required, Advanced Notification To ACHD Is Needed & The SWPPP Will Be Changed To Include The Additional Potential For Storm Water IJJ W Runoff. W I i I 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or g \ 259 25g3 2592 w I W Areas Surrounding Irrigation Ditches, Streams, Or Open 2590 / I— — Channels Of Any Kind. To Remove Affected Soils/Materials ' And Concrete From Any Concrete Clean—Out Area And 2591 Z I Dispose In An Approved Landfill. / • / Q ; O 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The w \\ `/- — _ ; 00 P/L — Proposed Or Existing Sidewalk, To Minimize Potential Effected _ �� .L � Area In Case Of A Spill. w -� .. .••••••• •00 01 000008. All Drop Inlet Protection Will Be Installed Prior To Paving. o V) + 9. During The Refueling Process, Take Measures To Contain Any N Potential Spills By Using An Approved BMP. ° ° ° ° °° 10. Spill Protection Is Required On All Refueling And Maintenance m00 IN 00 IL Activities. This Includes Checking And Filling Oil, Brake Fluid, z a Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, nI J P/L P/L — — P/L — — P/L — P/L — — P/L — — P/L — — w Transmission Fluid, And Gear Oil. The Contractor Will Use An o Approved BMP To Prevent And/Or Contain Spills. 1 _ 12° CMP _ — _ 12" CMP_ C 0 02 2 "� EP 02 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above in EP EP EP N (o o Remove The Effected Soils/Materials And Properly Dispose. EP EP LINDER RSA EP EP EP EP EP � 12. The SWPPP Can Be Altered By The Owner Or Contractor To o -00 _� —� —o —� —� —� —� O �_ F— �_ _ 12 Address Any Potential Onsite Storm Water Problems Not _ _ 35+00 _ 36+00 7 Already Covered Or Mentioned Above. If Altered, Both Parties z — — — — — C5 Are To Be Notified As Soon As Possible. NCD w N LIz 02 I EP EP EP EP EP EP EP EP EP EP 0 20 40 60 P — EP +' v J AL 02 EP 02 Plan Scale a w o KELLER 0 • z g — •• •a— —LLJ •� ••a•• V 1 0-/ o V \�NA W 01 01 �G\S T c IJJ coa z_ D E T A I L T I T L E � o Jevsons: o Revisions: • S I G N A T U R E S • p'Z _ SWPPP PLAN - STA. 28+00 - 37+00 RF�ARNP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��Acm Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 74 of 101 .1' 1 www.achdidaho.org I •I 01 Silt Fence, Item No. 1003.4.1 .C.1 °: o rl• M •� 02 Inlet Protection, Item No. 1006.4.1 .C.1 — — L / °; 03 Stabilized Construction Entrance, Item 1001 .4.2.B.1 P/L P/L — — P/L — P/L — — P/L — — P/L — — — — d Q W — 01 1/d 01 moo, m 04 Fiber Wattle, Item 1003.4.1 .G.1 —^—^ n—^—�—o — °—°rimy°—° ��•orrPssa4•—• •i• i• • iii•�l• •i••i•i•i•ii��•i •• • • • — — I ••p..—.; 1 . Stabilized Construction Entrances Must Be A Minimum Of 12 Feet Wide For Single Entrances And A Minimum 00 Of 24 Feet Wide For Dual Entrances. A Minimum Vd 1/d Length Of 50 Feet is Required. 4A4PL W Fp m EP EP EP EP EP EP EP — EP EP — EPZl.<R> EQ � 02 EP EP EP L E G E N D J J IE o J 12" 38+00 39+00 00 00 — — — — — 0- - — — — — — —C� — — — �' — — 40+00 41 +00 42 + coco S LINDER ROAD + \� Stabilized Construction Entrance o 0 o 0 0 B a� c J N W FTIF °—O Silt Fence U U � ° Fiber Wattles v v — o K7 P/L .�. �.�•.�•• - ••••, •• ...... GENERAL NOTES FOR \�I -� W b•-L�d�� •• •• •••d� •[r --ram — — Z 01 \ 01 — TEMPORARY EROSION CONTROL 1 . Site Dimensions, Placement, And Payment For Temporary o I •• ••° Erosion Control Devices Will Be As Set Forth In The Plans d ° And Special Provisions. 1 I P/L — — P/L — — P/L — — P/L — — P/L — — P/ — 01 2. The Site Design Determines The Need For Temporary Erosion 02 02 Control Devices. Modifications To Those Installations Must Be o I Approved By The Engineer. -12 3. Temporary Erosion Control Devices Are Not Intended To Last More Than One Season (3 Months), Or Until They Are CL I Integrated Into A Final Erosion Control System, Replace When ,O, \ \ . \ \ \\ r Expired. N 4. At The End Of Each Days Work, The Appropriate Number And oCombination Of Temporary Erosion Control Devices Must Be N / Placed on Each Drainage System Under Construction. 5. The Staging Area Is Required To Be Kept Within The Limits Of The Project. If Additional Area Is Required, Advanced o — — Vd . �I 1 Notification To ACHD Is Needed & The SWPPP Will Be Q 01 �; 01 �a ; \ 01 Changed To Include The Additional Potential For Storm Water o� •p \a •• .• '� 01 0: •: • •° 01 Runoff. • 6. Concrete Clean—Out Areas Are To Be Kept Within The Project —° °—°—° °—°—° • ••4:•D•TiP••�T•Q �_-as+.:.O•'i�*•• **eggs—paT� •• •i• • • p 1 _ _ _ _ _ __ — Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or R/W — R/W — R/ R W — —— Areas Surrounding Irrigation Ditches, Streams, Or Open � / / / Channels Of Any Kind. To Remove Affected Soils/Materials And Concrete From Any Concrete Clean—Out Area And o / Dispose In An Approved Landfill. co w 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The _ _ / — — / Proposed Or Existing Sidewalk, To Minimize Potential Effected P L P L P/L P/L P/L — — P/L — Area In Case Of A Spill. 69 0 / 8. All Drop Inlet Protection Will Be Installed Prior To Paving. � 0 I I 0 N + FA EP / w 0 EP F EP E J P EP °' EP EP 9. During The Refueling Process, Take Measures To Contain Any m - EP E EP EP EP EP Potential Spills By Using An Approved BMP. 0 -0 00 — — — — — — 43+00 / / 44+00 U 10. Spill Protection Is Required On All Refueling And Maintenance g o- — _ 45+00 46 — Activities. This Includes Checking And Filling Oil, Brake Fluid, n s Cn — — — — — — Hydraulic Fluid, Radiator Coolant, Power Steering Fluid,LINDER ROAD � J c Transmission Fluid, And Gear Oil. The Contractor Will Use An CDII J Approved BMP To Prevent And/Or Contain Spills. 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above g Remove The Effected Soils/Materials And Properly Dispose. 0 12. The SWPPP Can Be Altered By The Owner Or Contractor To Address Any Potential Onsite Storm Water Problems Not N / — — — Already Covered Or Mentioned Above. If Altered, Both Parties w Are To Be Notified As Soon As Possible. 0 / 0 0 20 40 60 J Z — — P/L — — P L r� •••• •••••••• •• _ • �o o / V �! V° aV o Z —^—^—i3—'�d—� a—b—d—�,•. �r� — . 1 R ' Plan Scale I •o/ 01 01 0 01 a • co °. ° 01 I / 0 a I• ° a o ^ • a KELLER °• ` 77-777777�- • ••••• w 0 55\0 NA` F� o �G\S T � c w 4 � z_ D E T A I L T I T L E • J Revisions: O� GJ� 10 2 o • S I G N A T U R E S • N SWPPP PLAN - STA. 37+00 - 46+00 RFCA i Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 75 of 101 .1' 1 i • �• ': P/L — — P/L — — P/L — — P/L — — P/L — — P/L — — P/L — — P N O T E S 01 : I 01&" 01 01 Silt Fence, Item No. 1003.4.1 .C.1 o—tea=—e �� _ _ _ __— — _ _ _ •Q Q�o�=o— — —��o— o�� o — — R/W R/w — — Ry.••....• ••�•.+.+�-.R .�....��..�.�yw•.,�.�.._.. ......R .. .. .. ...�.• .P••• �•� `o --o �—��.:.P. �y— — 02 Inlet Protection, Item No. 1006.4.1 .C.1 _ _ ••••••�sa�•••�•• 00 — — — — — — 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 N O 4LIL t�� I I L2�. 04 Fiber Wattle, Item 1003.4.1 .G.1 P/L — — P/L — P/L — — P/ — P/L — — 02 1 . Stabilized Construction Entrances Must Be A Minimum N Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum EP EP EP EP EP EP EP - E LP EP EP EP P EP EP EP — EP - EP Length Of 50 Feet is Required. 00 47+00 S L I N D E R KOAD o _ - - 48 + — — — — — — — — — — — — — — _ o � � o + o w V) 02 02 L E G E N D 02 a� -12" 02 Cn 7TYJ C7 all" J W — — — " O O Stabilized Construction Entrance Ids a°e° O Q V V\ Q I V V VI VV �qoa R r�n_L n - Silt FenceT o V 0V - 01 01 o—o Fiber Wattles Z � a a — GENERAL NOTES FOR TEMPORARY EROSION CONTROL "? 1 . Site Dimensions, Placement, And Payment For Temporary Erosion Control Devices Will Be As Set Forth In The Plans N • I o And Special Provisions. I 000 2. The Site Design Determines The Need For Temporary Erosion I Control Devices. Modifications To Those Installations Must Be o I110 �/ :I \ Approved By The Engineer. z 3. Temporary Erosion Control Devices Are Not Intended To Last More Than One Season (3 Months), Or Until They Are :� \ Integrated Into A Final Erosion Control System, Replace When 01 Q ; Expired. N — — P/L — — P/L — — P/L — — P/L — — P/L — — P/L — — P/L — — _ � P/L — — P L — — P 4. At The End Of Each Days Work, The Appropriate Number And • / /L — Combination Of Temporary Erosion Control Devices Must Be N 0 Z • 01 Placed on Each Drainage System Under Construction. 01 00 ✓ W •' ,� 1a' ,s� 5. The Staging Area Is Required To Be Kept Within The Limits N _ F—� - �w �� Of The Project. If Additional Area Is Required, Advanced c\o �-• �i•t.�+�-.+-.�— tl�=o—o a= off=a�� 13 o��- - — fw�•-«+-«••+!♦-••�•-r.• �+-r+-r.y+.r.-•-ram•-s � ��..-.r.-•• ,-r•-•�� N ° �n-��t Notification To ACHD Is Needed & The SWPPP Will Be 70 w EILJ — �'� moo— �� — �_ Changed To Include The Additional Potential For Storm Water Q Cn Runoff. N 6. Concrete Clean-Out Areas Are To Be Kept Within The Project g Limits. Clean-Out Areas Should Not Be Near Drop Inlets, Or Areas Surrounding Irrigation Ditches, Streams, Or Open o Channels Of Any Kind. To Remove Affected Soils/Materials co And Concrete From Any Concrete Clean-Out Area And 02 Dispose In An Approved Landfill. EP EP EP EP EP EP EP EP EP EP EP — EP EP EP EP o 7. If A Porto-Pot Is Needed, It Will Be Kept Behind The w + Proposed Or Existing Sidewalk, To Minimize Potential Effected 00 S LINDER ROAD Area In Case Of A Spill. — 53+00 54 0 — — — — — +00 55+00 56 8. All Drop Inlet Protection Will Be Installed Prior To Paving. -O— — — — cn 9. During The Refueling Process, Take Measures To Contain Any N Potential Spills By Using An Approved BMP. Fn 02 J 00 0 "' -C 10. Spill Protection Is Required On All Refueling And Maintenance Z ± Activities. This Includes Checking And Filling Oil, Brake Fluid, g 02 1 1 141 1 1 1 1 777 _ Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, n — - - - Transmission Fluid, And Gear Oil. The Contractor Will Use An Z � — — I Approved BMP To Prevent And/Or Contain Spills. CD — — — — w coW Mw 2 W u_111 d — — — — 11 . Spill Cleanup - In The Event Of A Spill As Outlined Above .� Remove The Effected Soils/Materials And Properly Dispose. 41 N 12. The SWPPP Can Be Altered By The Owner Or Contractor To / o w ° s'° Address Any Potential Onsite Storm Water Problems Not 0 �� —b o o—b—o�� o—,/o=di=o- o- /��S—o�o�0—fib 9-V-0_—moo—df o 0—�6_oho � /o—d� o-_V—o-_ o413 o _o\b v\ a ° R/w — — R/w Already Covered Or Mentioned Above. If Altered, Both Parties iN. w I I V Opt Are To Be Notified As Soon As Possible. of 01 v\ �— o o I / 0 20 40 60 O a . 01 Y a : •o Plan Scale o I' • 0 • KELLER I • o o• • I ' r I• w •I o I' I • � \ �5s\o NA` F� o a �3 z_ • D E T A I L T I T L E � o J Revisions: o • S I G N A T U R E S • p'X _ SWPPP PLAN - STA. 46+00 - 56+00 R��ARNP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 76 of 101 .2' 1 N O T E S I I 01 Silt Fence, Item No. 1003.4.1 .C.1 � — P/L — — P/L — — � O1 O •,• � 02 Inlet Protection, Item No. 1006.4.1 .C.1 01 •� °� \ 01 0 03 Stabilized Construction Entrance, Item 1001 .4.2.13.1 n /\ °—� ° °—R, °�° ° • R — R/ R/yy — — •�� —°—°—O•�•9•• — °—°— 0 04 Fiber Wattle, Item 1003.4.1 .G.1 R W= .s•y-. •=r••�• 1 . Stabilized Construction Entrances Must Be A Minimum Of 12 Feet Wide For Single Entrances And A Minimum Of 24 Feet Wide For Dual Entrances. A Minimum Length Of 50 Feet is Required. 02 U 11 II + EP II II EP EP 2 0 O co II + co II II L E G E N D 00 57+00 58+00 \ 59+00 N00°33'17"E 60 Cn S LINDER RqI W II \ Stabilized Construction Entrance 11 II oho � 02 � o 0 0 if \ °—O Silt Fence ^a P/L — °°og, / \ °000 ° °—° Fiber Wattles ----_-- R/w — ' R — R/W — — O• � / GENERAL NOTES FOR 01 / 01 \ o TEMPORARY EROSION CONTROL '• \ ,_ 02 � a_ a , / 02 00 \ _ _ 1 . Site Dimensions, Placement, And Payment For Temporary \a : \ — — Erosion Control Devices Will Be As Set Forth In The Plans N 00 And Special Provisions. 2. The Site Design Determines The Need For Temporary Erosion N / / Control Devices. Modifications To Those Installations Must Be o Approved By The Engineer. Ld / 3. Temporary Erosion Control Devices Are Not Intended To Last z \ , More Than One Season 3 Months Or Until They Are Integrated Into A Final Erosion Control System, Replace When Expired. N O 4. At The End Of Each Days Work, The Appropriate Number And Combination Of Temporary Erosion Control Devices Must Be N Placed on Each Drainage System Under Construction. o — — — — I 5. The Staging Area Is Required To Be Kept Within The Limits `O Of The Project. If Additional Area Is Required, Advanced Notification To ACHD Is Needed & The SWPPP Will Be o / Changed To Include The Additional Potential For Storm Water w Runoff. 01 /� _o° \ 6. Concrete Clean—Out Areas Are To Be Kept Within The Project Cn N. Limits. Clean—Out Areas Should Not Be Near Drop Inlets, Or Areas Surrounding Irrigation Ditches, Streams, Or Open El R/W — — R/W — — — N I \ Channels Of Any Kind. To Remove Affected Soils/Materials °°° °° And Concrete From Any Concrete Clean—Out Area And N. c, Dispose In An Approved Landfill. N W P/L P L — — I 7. If A Porto—Pot Is Needed, It Will Be Kept Behind The w I Proposed Or Existing Sidewalk, To Minimize Potential Effected Stage 2 I Area In Case Of A Spill. N 03 Construction a- EP I00 8. All Drop Inlet Protection Will Be Installed Prior To Paving. 02 p p p p p 9. During The Refueling Process, Take Measures To Contain Any Potential Spills By Using An Approved BMP. m _ 10. Spill Protection Is Required On All Refueling And Maintenance N ++ 00 Activities. This Includes Checking And Filling Oil, Brake Fluid, Z 61 +00 Hydraulic Fluid, Radiator Coolant, Power Steering Fluid, 2 03 Stage 3 0 3:+00 64� Transmission Fluid, And Gear Oil. The Contractor Will Use An � Q Q Q Q Construction— � z S L DER ROAD Approved BMP To Prevent And/Or Contain Spills. CD Q 11 . Spill Cleanup — In The Event Of A Spill As Outlined Above of I \ CD > Remove The Effected Soils/Materials And Properly Dispose. o I 02 QO QO QO QO Q 12. The SWPPP Can Be Altered By The Owner Or Contractor To o Address Any Potential Onsite Storm Water Problems Not li Already Covered Or Mentioned Above. If Altered, Both Parties w ` _ DO DO DO DO Q I Are To Be Notified As Soon As Possible. 1-1 o �� 02 O P� 0 20 40 60 � J —0bL° • ••••.••z °—O •� R W Z Plan Scale 01 J N I w oKELLER oI � I �5S\p NA L F� G\S`T z • D E T A I L T I T L E • a o Revisions: • S I G N A T U R E S • O p Zo = SWPPP PLAN - STA. 56+00 - 65+00 R��ARNP�� Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 G ��AcHD Ada County Highway District• 3775 Adam www.achdidaho.org s Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 77 of 101 .1' 1 0 � t .� N O T E S CDCO � R10-15R(Mod) / I z ' o 30"x30" 01 Retain And Protect �w Remove Sign, Item No. 201 .4.1 .C.1 d — / 03 R/W 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 — Relocate Roadside Sign, Item No. 1135.01 .07 L P —r/LT - - PL - - PL — 0 19 . 02 20 1 . Contractor Must Obliterate All Conflicting Pavement Markings Item SSP 11400. +8F0 2. Street Name Sign Refer To ACHD Traffic Standards TS 1109.03 For Details. L 4.00' 0 ' 3 O 12' 18 0 +70 0 15 C +62 1 =0 0 + 6+00 7+00 o N 96 n — — — � — 8+00 ,� 9+00 w 10+00 12.00' d Now 0 — 11 N N C +96 S Linder Road D 19 0 � 8 � \L +69—/— o PAVEMENT MARKING LEGEND 3 O 4" White Lane Line � 1 134 03 0 th & 18' Gap, Item No. N _ _ O 4" White — Lane Line o P — — TIL — — TP/ -- _ _ / — — No. 1134.03.04 12' Length & 38' Gap, Item P L P L _ _ // _ Turn cD �R/W — — R/W — - - R/W- - — R W — — — \ ^s / 5O 7' Length & 18WaGapt. Item No. o / R/W — R/W — — R/W — — R/W — — \ w z \ / 1 134.03.05 O 4" Yellow — No Passing — 2 Q Direction, Item No. 1134.03.07 O 4" Yellow — Striped Median, EP EP Item No. 1134.03.08 I I I J 8 White — Lane Drop O N 1 1 — — 3' Length & 12' Gap, Item No. 1 134.03.1 1 w F / 8" White — Bike Lane At Int. /I Q F-- 0 12 — — — — 2' Length & 6' Gap, Item No. R3-7R 1134.03.12 30"x30" _ � g _ z 0 15 8" White — Channelizing\Bike _ Lane, Item No. 1134.03.15 � J _ _ 24 R R/W — — R/W —R/W 03 _ 1 6 4" Yellow — Left Edge\Divided � R/W R/W R/W - - R/W — R/w - - v v v v v v v v v v v v v v v v v — Hwy, Item No. f 1 Edge Di z — — — — — V V V R/W — — 16 — - V P L — p — — L _ 4" White — Right Edge, Item P z PL - - PL - - PL NO. 1134.03.17 Y Q 20 24 White — Cross Walk — Thermoplastic w 15 +87 20 18 Item No. 1134.05.21 w +85 a 93 O 24" White — Stop Bar — Thermoplastic 04 3 w + 19 Item No. 1134.05.21 CD z z i O +40 N O Thermoplastic Pavement Markings m + 20 N 15 +68 0 20 Item No. 1134.05.21 20 +32 z o S Linder Road w n U, o� 12+00 +68 13+00 20 0 14+00 _ 15+00 +32 16 ° z S o — — 21 4" White — Chevron — Item 0 -1 O �, No. 1 134.03.21 w ) 3 J 4" Yellow - Multiuse Pathway o 8 w 3 8 0 24 — — — — Center Line 3' Length & 9' Q Gap, Item No. 1134.03.21 z 4" White - Stripe at 30° - w 25 0000 Item No. 1134.03.21 0 i U 0 20 40 60 Plan Scale J QVd — — �/d — — �/d — — �/d — — 1/d — — �/d — — �/d — — �/d _ U- — Vd _ 24 03 — 1/d Vd KELLER — — Vd A S S • Cn g R2-1 m O > 24"x30" m 0 Ln 0 ---------- C;'s\0 NA L F EP EP EP EP EP FP EP EP EP — EP EP O��G\S`T Ui o EP EP EP a `L EP EP r '` O J O 04 N O E OF 04 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 78 of 101 � ffi— www.achdidaho.org N O T E S x x x— T EP x P O / � x x x x 01 Retain And Protect x x� x _ — P L�P — — �— P L EP P L E — — x x_ x x 02 Remove Sign, Item No. 201 .4.1 .C.1 — P/L / x x x� I P/L 03 Roadside Traffic Sign Installation, (One Metal Post, O 24 Item No. 1135.01 .01 / Relocate Roadside Sign, Item No. 1 135.01 .07 1 . Contractor Must Obliterate All Conflicting Pavement a Markings Item SSP 11400. 2. Street Name Sign Refer To ACHD Traffic Standards TS 1109.03 For Details. 24 +40 - -z- — N +40 o + +80 3 +91 15 _ O 00 + 00 8 17+00 18+00 19+0o S Linder Road 20+00 N 21 U) +80 +29 N +40 7 7 J +80 +91 15 3 +40 3 PAVEMENT MARKING LEGEND O 4" White - Lane Line — — — - — — — — — — — — — — — — — — — — � 3 7' Length & 18' Gap, Item No. 1134.03.03 0 4" White - Lane Line 24 O4 12' Length & 38' Gap, Item N 24 No. 1 134.03.04 CD 4" Yellow - 2 Way Lt. Turn o r O 7' Length & 18' Gap, Item No. z _ _ 1134.03.05 Vd,/d O 4" Yellow - No Passing - 2 Direction, Item No. 1134.03.07 4" Yellow - Striped Median, Vd _ I O Item No. 1134.03.08 o — O 8" White - Lane Drop N 1 1 — — 3' Length & 12' Gap, Item No. 1 134.03.1 1 8" White - Bike Lane At Int. 2' Length & 6' Gap, Item No. Cn �M I I 1134.03.12 15 8 White Channelizing\Bike < O \ Lane, Item No. 1134.03.15 � M l - 16 4 Yellow - Left Edge\Divided �•+ EG EG E EG Hwy, Item No. 1134.03.16 � < �+ (/� — — —z m m g � � < W I 17 4" White - Right Edge, Item z I No. 1 134.03.17 Y � < 00 00 I M I-- 24 � � R W —E� W�� — — EG R w 24 1 g 24" White - Cross Walk - Thermoplastic z EP R Item No. 1134.05.21 Ld I 10 J W _ 24" White - Stop Bar - Thermoplastic I I I Item No. 1134.05.21 CD z of II - 3 1541S t N ± I 1 1 I I 02 Type III Barricade 15 +09 3 - O I O 20 Thermoplastic Pavement Markings o c i I m d� — - — d3 d3 3 + O Item No. 1 134.05.21 ao I 7 I I I 1 d� d3 d� — d� d� d3 � z d 2� bo I I +oo g 24+00 25+00 7 26 N d �, °' S Linder Road _ I I 3 � O 4" White - Chevron - Item CD I I I I I J 21 No. 1134.03.21 o I I I j 15 II II I I I I I EP EP - EP - LP P EP EP EP 4" Yellow - Multiuse Pathway y+0 m E Center Line 3' Length & 9' Gap, Item No. 1134.03.21 N I II I — — — — — — I — — - - _ _ 25 4" White - Stripe at30° - o I — — — I I I _ — — — — — — — — — — — — — — — — — � Item No. 1134.03.21 — — — — U In i< 24 0 20 40 60 z I 24 z < Plan Scale I I 0 0 < 03 93 03 03 03 03 03 0 KELLER I • o < � I '\o NA L F �0 ti J O N E OF 0P��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 79 of 101 � ffi— www.achdidaho.org N Linder Rd N O T E S r I o / � r � 01 Retain And Protect R1 -1 „ dOiS U) o R10-15R(Mod) 02 Remove Sign, Item No. 201 .4.1 .C.1 �P I 03 \ CD EP — — EP — — EP 30 x30 z 30"x30" _ 03 Roadside Traffic Sign Installation, (One Metal Post, J LU R9-3 19 O Item No. 1 135.01 .01 m 18"x18" 04 Relocate Roadside Sign, Item No. 1135.01 .07 24 02 No Thru-Traffic / 02 Yield Signi 24 03 03 24 EF — FP — — — _ R9-3 05 Furnish Roadside Sign Face, Item No. 1 135.01 .05 R R 18"x18" — — — — — — V�- o0 1 . Contractor Must Obliterate All Conflicting Pavement Markings Item SSP 11400. 2. Street Name Sign Refer To ACHD Traffic Standards TS — _ \ 1109.03 For Details. P/L P/L — — P/L — — P/L — P/L P/L — P/L — — 3 +77. 3 2' 18 3 o +75 +83 o N L " d3 dE -ff - d? 1 6 d3 Fp " FP FP FP 7 FP " + 7 +75 +00 +63 +90 FP FP FP 15 - 00 � 27+00 +83 � a) — _ 29+00 20 +75 30+00 20 1 J " 3 CO +83 co c � +00 +39 +10 15 3 _ +90 +83 TF JEP EP FP +75 EP - EP EP EP EP EP — EF EP 7 U P - + EP U +83 +00 +9 0 - :2 F� - — — — — - — _ o 12' 18 Stop Sign 02 3 PAVEMENT MARKING LEGEND A—A—A7 A A A A A A A 4" White - Lane Line 24 — — — — _ — — R9-3 O 7' Length & 18' Gap, Item No. 18"x18" e\ J I 1134.03.03 0 03 4" White - Lane Line ')�U M 03 24 R9-3 L O 12' Length & 38' Gap, Item �/d18"x18" No. 1134.03.04 1-1 _ _ 03 03 03 03 a3 — �/d ,/d m c = 19 24 5 4" Yellow - 2 Way Lt. Turn Ld r—z 24"x30" — — �3 — -,/d 3 J3 J3 nz O R1 -1 O 1 134 03t05& 18' Gap, Item No. —,/d -2 R 10-15R(Mod) 03 M G) >, ,> �. STOP 30"x310 a _ 30 x30 7 4 Yellow - No Passing - 2 >Ar I EG� Direction, Item No. 1134.03.07 _ _ _ _ _ _ — — �,/d ,/d Vd ,/d ,/d ,/d VC: 8 4" Yellow - Striped Median, `D Item No. 1134.03.08 oN o „ O 8 White - Lane Drop N 1 1 — — 3' Length & 12' Gap, Item No. 1 134.03.1 1 0 I 8 White - Bike Lane At Int. 12 - - - - 2' Length & 6' Gap, Item No.Cn 1 134.03.12 g R2-1 24"x30" S5-2 24"x30" 15 8" White - Channelizing\Bike Lane, Item No. 1134.03.15 W ~`� z 0p z — — — 1 6 4" Yellow - Left Edge\Divided z w U ON — _ — — — — — — — O Hwy, Item No. 1134.03.16 g U) J C0 cn L ~ 4" White - Right Edge, Item Y \ 03 R4-7a ` aW 17 No. 1134.03.17 24 24 x30 Y 24 18 24" White - Cross Walk - Thermoplastic z Item No. 1134.05.21 03 Ld 24" White - Stop Bar - Thermoplastic Item No. 1134.05.21 CD z "P L 3 L — — P/L — P/L — — P/L Speed P/L — — P/L— - — — P/L L 3 cn o 02 Limit Sign 20 / o Item No. 1134.05.21 N Thermoplastic Pavement Markings + P 15 FP F 5 + FP m r +77 FP _� S Linder Oa FP FP EP — EP --Ep En EP �o " In z (�g 00 cc +28 +6 o 00 co 35 N i J 21 4" White - Chevron - Item /� +77 Beacon School No. 1134.03.21 EP 7 EP v -EP EP EP 02 Zone Speed Limit +66 C 4" Yellow - Multiuse Pathway EP EP L� EP EP EP EP EP U 24 — — — — Center Line 3' Length & 9' Seed Gap, Item No. 1134.03.21 P z Limit Sign 027-9 " 4" White - Stripe at 30° - w 25 Item No. 1134.03.21 0 i U 1-1 0 20 40 60 z J Plan Scale z — d -� d d — — d — — d — — 7 d — — d — — -1 d 24 03 24 0 03 o o o r � n S4-3P 24"x8" KELLER o z w.CO N)� M — 2 R2-1 24"x30" g D � C)D m 00 S4-1 P 24"x 10" w S1 -1 36"x36" _ �� O 0 r S4-6P 24"x10" 0 W16-9P 24"x12" D �s\0 NA L FN �/d — — �/d — i - —�/d — — — Vd — — �/d^ - -�/d — — ��d -�/ O �G\S T �'' 00�o / \ -J a 7 z J `- O N EOFo N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• 3 www.achdidaho.org 775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 80 of 101 N O T E S 63 dOiSaRl N Linder Rd R � S4-3P 24"x8" 01 Retain And Protect -1 R2-1 24"x30" 30"x30" R1 -5 •� ACHD TS-1 1 15 S4-1 P 24"x10" 02 Remove Sign, Item No. 201 .4.1 .C.1 1 1 ' 1 1 ' 1 1 ' 36"x36" Lu 24"x30" S4 6P 24"x 10" }' - w =° Y Y� Roadside Traffic Sign Installation, One Metal Post, _ r< o� -J �� 03 9 �„ "a^ O W o a- O Item No. 1 135.01 .01 t(4 o a � 0 Cl) z� '- 03 I m O LU _ oo Z 04 Relocate Roadside Sign, Item No. 1135.01 .07 15 7 z c� R9-3 = _ g Stop Sign 02 a �w - R10-15R(Mod) 18"x18" I w U Cn JN tiN O p g �> D 1 . Contractor Must Obliterate All Conflicting Pavement R9-3 19 E 30 x30 '► �. P L — _ _ _ Markings Item SSP 11400. 18"x18" 03 / P/L P/L R9-3 P/L 03 P/L P/L 03 P/L - - 2. Street Name Sign Refer To ACHD Traffic Standards TS 03 j 18%18" 1109.03 For Details. 24 24 R9-3 P L - - P L - - P L P/L 03 P L P L - - P L - - P 18"x18" — — a 18 12' w P/L 12' 18 02 School Ped Crossing Beacon School o +71 +91 19 3 Zone Speed Limit 02 O EP �P + EP EP EP - — E, Lf) �P 3 Fp +24 — EP EP EP EP EP O +67 +95 S Linder Road _ �� + 5 36+00 7+00 - - 38+00 - 39+00 � � - r, `r, co 40 _ o0000000000000 - 5 � 19 +67 1 J PAVEMENT MARKING LEGEND o EP +71 +91 +38 3 EP _ 1 0 4" White — Lane Line 24 Speed 3 3 02 Stop Sign Limit Sign 02 7' Length & 18' Gap, Item No. 12' 18 1134.03.03 N 0 4 White Lane Line N O 12' Length & 38' Gap, Item No. 1134.03.04 (D - �o - - - - - - - - 4" Yellow - 2 Way Lt. Turn __- 03 5O 7' Length & 18' Gap, Item No. Ld _ v v v ys" y v -v 1134.03.05 d 03 - - - 03 v v School Ped- R/Wv 03 � � L - J v v �/w � v - - - - _ — R/W R R1 -1 /W a R9-3 03.E R1 -5 m 02 Crossing m v J 30"x30"- R9-3 24 O 4" Yellow - No Passing - 2 » 36"x36" 4 =z 18"x18" Direction, Item No. 1134.03.07 18 x18 3 R10-15R Mod R,z 19 0 Cb � ( ) o Cn _. 30"x3O" = 03 STOP NLinderRd ° ((�� R 4" Yellow - Striped Median, N R9-3„ o�; M CD R9-3 i O 18 x18 Item No. 1134.03.08 �0 D CD CD '0 Cv, 8" White - Lane Drop N 18 x18 ° ,' A "'°° ;�° ; ;_� 1-1 ACHD TS-1115 O 3' Length & 12' Gap, Item No. o S1 -1 36"x36" 24"x30" 0 8" hit 1 1 Bike Lane At Int. Q W16-9P 24"x12" 03 d Oi S NLinderRtl 12 - - - - 2' Length & 6' Gap, Item No. 1 134.03.12 R9-3 03 dOiS N Linder Rd g � 18 x18 R1 -1 No Trespassing 01 Private Road 15 8 White - Channelizing\Bike • Q Stop Sign 02 x 30"x30" Sign O Lane, Item No. 1134.03.15 W I c R1 -1 o 1 - 30 x30 / 4" Yellow - Left Edge\Divided vi Q 1i 8„x18 g R9-3" P/d 1 6 Hwy, Item No. 1 134.03.16 18 x18 g 4 n 03 03 m R9-3 24 24 No Trespassing 04 24 17 4" White - Right Edge, Item Y - - , d 18"x18" - - g O No. 1134.03.17 P a /LL P/L - - RW - - R/W - - R/ 18 24" White - Cross Walk - Thermoplastic 1/d - - - - 03 L - - - / - / - Item No. 1 134.05.21 Ld - - - / - - - w 19 24" White - Stop Bar - Thermoplastic 12 18 Item No. 1134.05.21 Z o EP Stop Sign 02 P/ P/L — — 3 P/L - - �i N O EP Fo EP EP EP / �/ - EP _ + Thermoplastic Pavement Markings S Linder Road �� EP EP EP EP 20 Item No. 1134.05.21 Fn Z 00 5 - 41+00 - 42+00 43+00 44+00 n _ - - - 45 5 � J 3 / - - Z 21 4" White Chevron Item CD - O No. 1 134.03.21 0 4" Yellow - Multiuse Pathway o Center Line 3' Length & 9' - / Gap, Item No. 1134.03.21 z _ _ 4" White - Stripe at 30° - w / 25 � � Item No. 1134.03.21 0 o 0 20 40 60 z 03 P/L - - - _ J 03 P/L R9-3 P/L — P/L — — P/L — — V R/W V V— V V R/W Y R9-3 24 < N n r � 18"x18" 18"x18" 24 24 24 Plan Scale O = z W t 03 � m o m O M R9-3 03 CD LU z I R9-3 -7 00� r z 18 x18 „ U 18„x18 LU Z - P/L-R2-1 24 x30 P/L - - - - P/L - - - I I--> „ t> w S5-2 24"x3O" 30 x30 , P11L — — P/L 0 0'\o NA L EN o O� �G\ST FC o a � J O N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 81 of 101 N O T E S 01 Retain And Protect 02 Remove Sign, Item No. 201 .4.1 .C.1 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 R9-3 I 1 R9-3" R9-3 04 Relocate Roadside Sign, Item No. 1 135.01 .07 18"x 18,> P/L - - - P/L - - P/L - - P/L - - P/L - 03 1 . Contractor Must Obliterate All Conflicting Pavement R9-3 03 Markings Item SSP 11400. 24 18"x18" 24 R9-3 2. Street Name Sign Refer To ACHD Traffic Standards TS — — R/w — — i — — R/W — — 18"x18" 24 24 02 ype Barricade 24 1109.03 For Details. R/W - - R/W - - R/ - - R/ - - R/W - - R - - P/L _ - - P/L - - P/L - r�� - - P/L �P L - - P/L - - O O 02 No Trespassing 3 _ + O EP - 3 EP EP - EP EP EP EP EP EP � EP EP er Read EP EP 16 EP + O Cn 00 46+00 47+00 48_ _,� d a) 5 — — co c J � N C +00 16 3 _ PAVEMENT MARKING LEGEND Stop M02 18 �2 I Sign 4" White — Lane Line 7 Length & 18 Gap, Item No. c =A7 — — — — 1134.03.03 N — — — — — — O 4" White — Lane Line 12' Length & 38' Gap, Item N _ — — — — — — — No. 1134.03.04 4" Yellow — 2 Way Lt. Turn � - V R/W V V V V R W V V - V V V y V V -V V V V V V V V V V V V IV V V �/ V V V V V V V V V , , 0 O3 V v R/w - R/W - R/W - - R/W v - - R/W - - R W y — — — R/Vy — — �/w O 7 Length & 18 Gap, Item No. z 24 V v `� 24 School Zone 1 134.03.05 mC Rg-3 R1 -1 i 24 Z 18"x18" 19 30"x30" 03 03 Ahead O 4" Yellow — No Passing — 2 a _ R10-15R(Mod) 0p Cm„� 03 04 = Direction, Item No. 1134.03.07 30 x30 �'�' R9-3 Neigh borh{cd a 03 18R9 138 0- rn J 8 4" Yellow — Striped Median, 18 x18 STOP O Item No. 1134.03.08 N C\J _ 8" White — Lane Drop 189 18 R4-7a 1 1 — — 3' Length & 12' Gap, Item No. s 24 x30 , 1134.03.11 o NLinderRd a L 8" White — Bike Lane At Int. 2' Length & 6' Gap, Item No. N Linder Rtl 03 1 134.03.12 8 White — Channelizing\Bike STOP Lane, Item No. 1134.03.15 R1 -1 R4-7a 30"x30" 16 4" Yellow — Left Edge\Divided 0 24"x30" Hwy, Item No. 1134.03.16 L n - - P/L - - P/L - P/L - - P/L - - P/L - - P/L = P/L - - P/L - - P/L P/L 19 17 4„ White — Right Edge, Item z w J Stop 02 I O No. 1 134.03.17 w C� a 02 Speed Limit Sign a Sign I 24" White — Cross Walk — Thermoplastic Item No. 1 134.05.21 — - - w /w - - /w =— w - - R/w 03 w - - R/ w - — — /w _ _ 24" White — Stop Bar — Thermoplastic — — — — — — — — Item No. 1134.05.21 CD Z 12' 18 Schoc� N 3 O 3 02 Cross ng ed 20 Thermoplastic Pavement Markings o O +00 O Item No. 1134.05.21 m O + EP g O E' EP EP I'1 e r Road EP EP EP EP EP EP EP a, O R EP - + nI d +53 +00 NLintlerRd Ln Cn — 16 00 5 53+00 — 54+0 55 ° 21 No.W1h134.03 21evron — Item �n c of J - 03 J 4" Yellow — Multiuse Pathway o 3 02 Beacon School Zone 3 19 0 STOP — — — 24 Center Line 3' Length & 9' Speed Limit Sign +00 Gap, Item No. 1134.03.21 z r� R1 -1 25 4" White — Stripe at 30° — 0 18 30"x30" O Item No. 1134.03.21 +00 - 40 60 z _ _ 18 d - Plan Scale v v v v v v v v v v v v v v v v v v v v v v v v V v v v y v v v v v v v v v v v V �V o — � — — R/W — — R/W�— — — R/W — — R/YNI — — R/W — — W 0 24 I f / — — R/W — — R/W — R/W — — 03 V 0 24 03 R�W V Stop KELLER 00�Q m \ V V 02 Sign g R1 -5 o■m -_ m c School Ped R/ LLJJ J 36"x36" z Crossing 02 19 / o o \ a o CMG-) Neighborhood �s�oNa� FNc 00� Watch 04 � G sT o R10-15R(Mod) z 30 x30 0 N O E OF oP��Q N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 82 of 101 R1 -5 R10-15R(Mod) 36x36 °Y� N O T E S 30"x30" R9-3 03 N , O V 6 L�� R9-3„ 18"x18" ACHD TS-1 1 15 a z� 04K< LO -qC 18 x 18 ::�--*:2� LLJ — o tj 24"x30" ° (D R2-1LLJ ~ C-D U) o) R9-3 m 24"x30" J� 01 Retain And Protect ♦ �' (� _ = 8"xl 18"x18" 02 Remove Sign, Item No. 201 .4.1 .C.1 Elf D 18"x18" �w 03 03 \ ~> 03 03 03 Roadside Traffic Sign Installation, (One Metal Post, A � 03 03 24 24 Item No. 1 135.01 .01 n R/W — n �(W — n A A R/W A —n— n R/W — — — R/W 04 Relocate Roadside Sign, Item No. 1 135.01 .07 �. — — d — — 05 Vertical Delineator For Bike Lane, Item No. —_--- -- 06 Bike Lane Separator — Zicla Zebra 13 or Equal, Item No. 3 02 School Beacon School 1 . Contractor Must Obliterate All Conflicting Pavement 24 +27 Zone Speed Limit +52 II I' 02 Zone Ahead 24 3 a Markings Item SSP 11400. 19 _ — II II EP — Q 2. Street Name Sign Refer To ACHD Traffic Standards TS EP EP EP EP P EP EP EP 1109.03 For Details. EP EP 7 EP +47 EP „ 20 �' EP EP EP 8 _ N + + 00 5 56+00 57+00 +2 — +57 58+00 59+00 60 4-1S Linder Road 69 20 _ +96 c +07� 3 +27 +62 +06 Stop Sign 02 18 1 2' / 0 0 PAVEMENT MARKING LEGEND —R9-3— — — 4" White — Lane Line 18"x18" R/W R/W — R/W — — R/ — O 7' Length & 18' Gap, Item No. N 24 03 Speed Limit 02 24 R9-3 24 1134.03.03 o R9-3 Sign / 24 18"x18" - 18"x18" / / 03 19 03 4 White — Lane Line N a' O No. 1 134 0 04 Length & 8 Gap, Item o I 8R9-3 18 8 '�'x18" 01 5O 7' Lenlgth ow & 18' Gap, Item No. 1 "x1 " z 1 134.03.05 03 J �' 03 4" Yellow — No Passing n z R9-3 m O — 2 R 10-15R(Mod) --Ar-= 18"x 18" Direction, Item No. 1 134.03.07 .4J*30"x30" o `n R3-2 STOP NLinderRd O 4" Yellow — Striped Median, 24 x24 ` Item No. 1134.03.08 N R1 -1 30"x30" 8" White — Lane Drop N O 1 1 — — 3' Length & 12' Gap, Item No. 1 134.03.1 1 R3-2 8" White — Bike Lane At Int. 03 dOiS 3 R1 -10"x30" ` 24"x24" 12 — — — — 2' Length & 6' Gap, Item No. � w w S R4-16(MOD) For Continuation See Sheet 84 , 1 134.03.12 g h U 0 12"x18" II — — — — ~ 8" White Channelizing\Bike Lane, Item No. 1134.03.15 �, 03 Monument o Si n 01 II 16 4" Yellow — Left Edge\Divided g Real Estate Hwy, Item No. 1134.03.16 z Speed Business I Bike Lane Sign 24 Limit Sign 02 Sign I Ends Sign 01 17 4" White — Right Edge, Item z 04 01 No. 1 134.03.17 a R/W — R/w — — R/W — — R W — — 02 Stop 25 I \ Bike Lane & Right Lie o 18 24" White — Cross Walk — Thermoplastic Z Sign 15 I Are Reversed, R st ipe To O w +67 I Item No. 1134.05.21 Q20— — P/L --- / P/ N — I 19 +20 19 24" White — Stop Bar — Thermoplastic FQi- 15 O � Item No. 1134.05.21 I CD EP - EP +85 15 - +30 — `� c, 06 yP 20 +19 3 705 12 � N o 3 8 +82J I — 20 Thermoplastic Pavement Markings Item No. 1134.05.21 S Linder Road 20 m N � +94 � � +62 g � 00 +46 61+00 • 62+00 ;n 12 I +00 n 20 — — — moo + _ _ 64+ 65+00 7 Z +96 +06 I c Q 19 +96 20 15 O w C 3 _ I 21 No.W1h134.03.21evron — Item of 15 19 I -U O +90 S Linder Road 3 _ — — 4" Yellow — Multiuse Pathway =5 —Z � +40 15 05 (Typ s) 06 -_ 05 I � 24 — Center Line 3 Length & 9 Gap, Item No. 1134.03.21 +69 4" White — Stripe at 30° — � +63 N � 4 � I _ 25 � � � p z O Item No. 1134.03.21 w of — +27 I = 0 02 25 18 s' I L,L 9 18 15 +84 0 20 40 60 (IfP z Bike Lane 20 Y Sign 24 Property of R R w ACHD Sign 04 r 0� 20 20 � Plan Scale 03 No Left 03 ;rN �% I Note: Extend Striping North To Turn Sign 02 R1 -1 Rl I, 0 Station 65+17 And Match Into STOP r 1 \ Existing Striping. KELLER � M Must Turn 02 30 x30 Z g p g z Right Sign rrl \\ 0 g — — — CO3 04 \ Stop Sign 02 R3-17 O R9-7 24%18" C 12"x 18>, R3-2 C3 Na Fti 24"x24" 0 1 GAS T LLJ o Monument 01 a �C Co nti,ontinuation See Sheet 84 �C z Sign O _ o N EOF\9 �Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 83 of 101 N O T E S 01 Retain And Protect For Continuation See Sheet 83 02 Remove Sign, Item No. 201 .4.1 .C.1 03 Roadside Traffic Sign Installation, (One Metal Post, Item No. 1135.01 .01 04 Relocate Roadside Sign, Item No. 1135.01 .07 0 1 . Contractor Must Obliterate All Conflicting Pavement Markings Item SSP 11400. 2. Street Name Sign Refer To ACHD Traffic Standards TS 0 1109.03 For Details. O L C 0 .= o 0 J + Ln 15 +22 17� 0 0 o 202 — 203+00 — N89_13' 09"W 204+00 2+ N a� W Franklin- -R-n-a d 0 14 J +15 +3 0 � 19 0 PAVEMENT MARKING LEGEND 18 9' 4 White — Lane Line CB — 0 — — — —— — O 7' Length & 18' Gap, Item No. _ _ 8►• 1134.03.03 N 4" White — Lane Line O 12' Length & 38' Gap, Item \ d41— No. 1 134.03.04— — ,/d — — ,/d — — ,/d 4" Yellow — 2 Way Lt. Turn MH O 7' Length & 18' Gap, Item No. z 1 134.03.05 O 4" Yellow — No Passing — 2 Q Direction, Item No. 1134.03.07 4" Yellow — Striped Median, O Item No. 1134.03.08 For Continuation See Sheet 83 8" White — Lane Drop 0 N 3' Length & 12' Gap, Item No. 1 134.03.1 1 0 2 8 White — Bike Lane At Int.' Length & 6' Gap, Item No. 1 134.03.12 For Continuation See Sheet 83 g I vv 8" White — Channelizing\Bike 15 I Ab Lane, Item No. 1134.03.15 0 16 4" Yellow — Left Edge\Divided vi Hwy, Item No. 1134.03.16 z g z I l 17 N1134.03h Right Edge, Item No. Y 24" White — Cross Walk — Thermoplastic z O 18 Item No. 1134.05.21 Ld Ld� O +67 O 24" White — Stop Bar — Thermoplastic 9' 18 19 Item No. 1134.05.21 CD z N CD � 19 Thermoplastic Pavement Markings + J 20 Item No. 1134.05.21 z +82 _ C/) 206+00 Sgg° •-:3080PE 207+00 W Franklin Road 208+00 - 13 15 — — — ,. 4" White Chevron Item No. 1 134.03.21 w J ALUM CAP -I of C 4" Yellow — Multiuse Pathway / 19 24 — — — — Center Line 3' Length & 9' Gap, Item No. 1134.03.21 z 25 � 4" White — Stripe at 30° — �,, - - - - - - - -- -- �-- - Item No. 1134.03.21 0 — — 0 20 40 60 J P/L — — P/L — — P/L — — P/L — — P —7 P L Y / P/L �- — — Plan Scale 7z o / KELLER 0 • z Q g a O r 0s\0 NA LC� FN Off �C,\ST G' LLJ a For Continuation See Sheet 83 z7 -J `— O Q j.!� •ZO N EOF\9 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 01/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �A ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 84 of 101 � www.achdidaho.org N O T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By ACHD Prior To Installation. 2. It Is Not The Intent Of These Plans To Show The Exact Location Of Underground, Overhead Utilities, And Structures. It Is The Responsibility Of The Contractor To Verify The Locations Of All Existing Utilities With Their Respective Owners. Existing Utilities Damaged By The Contractor Shall Be Repaired At The Contractor's Expense. Call Digline 48 Hours Prior To Excavation To Request Underground Utility Locations. 3. Lighting Plan Designed With Leotek Model No. GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. 01 Install Streetlight, Item 1131 .01 .06 02 Install Street Lighting Conduit, With Cabling Indicated, Item 1 131 .01 .07 03 Install Street Lighting Junction Box, S-40T/ADA, Item 1 131 .01 .08 Install City Of Meridian Future Fiber Conduit (2"), Item _ 04 1 102.4.1 .E.1 .2 Install City Of Meridian Future Junction Box, S-40T/ADA, Item 1102.4.1 .F.1 .B 0 —fi— — Install Traffic Signal Interconnect Conduit (Trench), With /� OO _ 06 Locate Wire, Item 1131 .01 .02.E _ — �- _ _� - a R — — R/W — — R/W — — R�W� O EP P L EP P L EP — _V V V V V V V V V V V V V V V V V V R/W _ P/L —/ P/L - V _ _ _ V� — P/L C14 _ _— — / N O /L P/ V V V V P L — P L - - - - � �V_� m w — — _ W Connect To / — z — Fos Existing Conduits 1 -2 RPC 02 Install 2-#6� FOS FOS Fos / � — — — — — —— 1 -#6 GND FOS F S FOS /Fos — FOS LH 2-2" RPC 06 N � / N 0 0 // w � --- ----�-36" PVC- ----- ----� — ---- ----H--- ----->----- ---- ---- ---- ---- Q �00 14 / 15+00 ---- -----� N J ' N00°32'S4"E 16+00 17+00 18 6 L E E N D g '� / w 12" PVC w S Linder Road , 1 -2" RPC Install 2—#6 06 w 1 —2" RPC 04 2-2" RPC 04 1 —#6 GND 0 Service Pedestal o / Connect To 01 Z / Existing Conduits S-40T/ADA Junction Box g 03 J — ------------ ----- — ----- — — _ S-45T/ADA Junction Box with Riser a —� --- ------------------------------ ---- -- = - - - -- - - N g gbig ig — —big — — — ig — — —big — — — ig — — —Sig — — —Sig — — —Sig / w Luminaire Pole #1 05 — —Sig — City Of Meridian Fiber Conduit —Vd — — �/d — — Vd w_ City Of Meridian Pole #56665C zcc) Vd — — w +62.7, 29' R Interconnect Conduit l/d — w w Mast Arm: 20' � — — �/d Davit Arm Style Illumination Conduit Pole Height: 35 N w - o -� --�-----� ----�-----�— -�----� �l/d 12" PVC m — — N �/d — — IN Power Pole ,/d EP EP In EP E, EP Vd — — o E�-� _ �_ 1/d — � � Luminaire Pole / z wProject Note Number 0 Q 92 Bid Item Note Number U w p� Signal Cabinet 0 i U Z J Y Z Q L� O KELLEH fi • z g w o SS\o NA L FN o O� �G\ST FC o a � Digital Signature (� o 0 N O E OF\OP��Q 04 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACHD Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 85 of 101 � www.achdidaho.org N O T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By ACHD Prior To Installation. IFos Fos Luminaire Pole #2 J O 2. It Is Not The Intent Of These Plans To Show The Exact Fos I � Location Of Underground, Overhead Utilities, And Structures. It City Of Meridian Pole #56666C �-+ Is The Responsibility Of The Contractor To Verify The +11 .9, 26 L E&13 ` Locations Of All Existing Utilities With Their Respective Owners. `dos I Most Arm: 20' GWL @ M Existing Utilities Damaged By The Contractor Shall Be / 1 -2" RPC a Davit Arm Style 2587.611' < W Repaired At The Contractor's Expense. Call Digline 48 Hours # Pole Height: 35' Prior To Excavation To Request Underground Utility Locations. 02 Install 2- 6 1 -#6 GND x < 00 00 3. Lighting Plan Designed With Leotek Model No. GCM#-60J-MV-40K-3R-BK-PCR7 124W LED Fixtures. 03 ° m ----------------- ir I ----- --- - - - - - I I 01 Install Streetlight, Item 1131 .01 .06 Install Street Lighting Conduit, With Cabling Indicated, Item O X III 02 1 131 .01 .07 O 2-2' (RPC 06 01 OHP OHP OHP o+o + 03 Install Street Lighting Junction Box, S-40T/ADA, Item 1 131 .01 .08 0f� Eav �- O 1 g�Op �- �- E- �- E- F-O�- �--�� -- O Install City Of Meridian Future Fiber Conduit (2"), Item 9+^00 _ - 21 d 00°32'54"E 2� b0 BH-12 1102.4.1 .E.1 .2 I+ N Install City Of Meridian Future Junction Box, S-40T/ADA, J 1 -2" RPC 2584.605' J Item 1102.4.1 .F.1 .B 2-2" RPC 06 02 1nst 6 GND 6 W Install Traffic Signal Interconnect Conduit (Trench), With II # 1 I 06 Locate Wire, Item 1131 .01 .02.E Ld lol �I I I II1 03 ---- - 03 --_- -- 05 El IL < 01 01 N < Luminaire Pole #3 o N Luminaire Pole #4 City Of Meridian Pole #56667C < +74.1 , 41 ' R City Of Meridian Pole #56668C m +00.0, 40' R Ld Mast Arm: 30 -o , w 12" Pvc_W Davit Arm Style I ` Most Arm: 30 - W Pole Height: 35' Davit Arm Style 1/d - W / Pole Height: 35 — 1/d _ w -- n — L `i LH N O N N CD Q Cn co L E G E N D �A� � i P/ I I x IX I II Ec Luminaire Pole #5 EG Luminaire Pole #7 EP EP EP EP City Of Meridian Pole #56669C City Of Meridian Pole #56671 C I 0 Service Pedestal +25.8, 27' L +18.9, 26' L �e o Mast Arm: 20' Mast Arm: 20' z II Davit Arm Style (Davit Arm Style / S-40T/ADA Junction Box EG _Pole Height: 35' Q Pole Height: 35' x _J w M/VV - - R W - R - _LP FP FP P EP EP 1 -2" RPC I S-45T/ADA Junction Box with Riser z 03 - 03 R w R W - - R w �2 - R/ 02 Install 2-#6- R W FP - - EP — R - 1 -#6 GND v v v v -Sig - City Of Meridian Fiber Conduit N --- 0101 z — 21 z - - - Interconnect Conduit O _QHP x ——— OHP —— — OHP x OHP x — — O ___ ___ ———— —�---- --- OHP OHP x x x OHP x —� — —FOC c - - - 0 -�o Foc O Illumination Conduit N ± ,� I 1 Foc Foc 2-2 RPC 06 FP O o o N d3 d3 d3 d3 d3 d3 d3 d3 FOC d3 d3 d3 d3 d3 d3 dE d3 d3 d3 N Power Pole 24+00 innd& Rooad� 26+0-0 -� -� -� O -� -� -� I� -� -� v g x _ 25+00 N00°32'S4"E 27+00 n m 4-1i C Luminaire Pole / "� II 1 -2" RPC I � m w 12°° Pvc w w 02 Install 2-#6 w w w w w 12" PVC w J o II U EP EP EP O EP EP EP EF1 —#6 GND _ EP 06 2-2" RPC. IIt C Project Note Number EP EP EP EP — EP - EP — P EP EP C EP Q x III 01 01 I 92 Bid Item Note Number U N -- I —Sig — — Sig — — Sig — —� W#1 —Sig — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig \ _ Signal Cabinet Wf 03 —Sig — — —Sig — - Si _ ---- --- -- 0 Elg 03 I� - Sig - - - In a- / i of 0 20 40 60 1 � III 05 05 J Luminaire Pole #6 I a City Of Meridian Pole #56670C Luminaire Pole #8 �I Plan Scale � +68.6, 27' R City Of Meridian Pole #56672C III +69.4, 26' R 0 Mast Arm: 20' 03 ' o Davit Arm Style Mast Arm: 20 c3 03KELLER Pole Height: 35'\o� �� Davit Arm Style I o3 03 z II Pole Height: 35ry > [I GWL @ ZN - 0S\o NA L FN G\S T C o a Digital Signature (� o 0 N O E OF\OP��Q N Revisions. Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACl�1D Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 86 of 101 _ EP EP EP EP N O T E S _ EP EP c� x — Luminaire Pole #9 \ 160 // I Luminaire Pole #1 1 City Of Meridian Pole #56673C x \ City Of Meridian Pole #56675C 1 . All Locations Of The Lighting Poles Shall Be Field Verified By +18.8, 31 ' L \ +16.4, 33' L ACHD Prior To Installation. Most Arm: 20' I Mast Arm: 20' — — — _ _ _ 2. It Is Not The Intent Of These Plans To Show The Exact Davit Arm Style x _ _ _ ----- -Davit Arm Style -- - ------- -------- Location Of Underground, Overhead Utilities, And Structures. It Pole Height: 35' Pole Height: 35' Is The Responsibility Of The Contractor To Verify The Locations Of All Existing Utilities With Their Respective Owners. PT: 104+ M Existing Utilities Damaged By The Contractor Shall Be I Repaired At The Contractor's Expense. Call Digline 48 Hours Prior To Excavation To Request Underground Utility Locations. 03 1 -2" RPC I 3. Lighting Plan Designed With Leotek Model No. 02 Install 2—#6 Io. 01 GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. 1 —#6 GND I x — 01 Install Streetlight, Item 1131 .01 .06 04 7N L— x x 01 x P/L x x x� x P/L x x — P/L — — P/L — — P/L — on P/L — P/L — — P/L — P/L — — P L — — 02 Install Street Lighting Conduit, With Cabling Indicated, Item / 1 131 .01 .07 P FOU o x 06 2-2" RPC 03 x_ P/L x x x gam— x x o �jC HP UP vnr OHP OHP OHP u + Fp FOC Install Street Lighting Junction Box, S-40T/ADA, Item FOC Foc Foc Foc Foc Foc Foc o 03 1 131 .01 .08 N EP EP EP EP EP EP P EP �nr Fnn FO / FOC �P EP FOC FOC EP + B 0 —30 —� — 0 —30 — 30 —30 —30 O Install City Of Meridian Future Fiber Conduit (2"), Item Cn 29+00 30+00 o / _ N00°32'S4"E 31 +00 d O 1 102.4.1 .E.1 .2 Install City Of Meridian Future Junction Box, S-40T/ADA, S Linder Road A 05 Item 1102.4.1 .F.1 .B -C W 12" PVC—W w W W W W C G G G w 12" PVC w J Install Traffic Signal Interconnect Conduit (Trench), With p EP EP E� EP EP EP EP G G G G C 1 v 06 Locate Wire, Item 1131 .01 .02.E g / —2 RPC EP EP EP EP EP EP 03 06 2-2" RPC 02 /Install 2—#6� EP EP EP EP FA 0 03 01 1 —#6 GND Mw 3 _ --- _ // _ _ # 01 g — — —Sig — — —Sig — — —Sig — — —Sig — — —Sig — —Sig - SiF— Sig ———— Ig — — ig — — — ig — — — ig — — — i — — — i — — — — — — ——— — — � / 9 9 ig �9 ig — — /05 FOC FOC OC 05 FOC � ° i — �/d Q 04 1 —2" RPC — o ® _ _M P/d ' — �Va Luminaire Pole #10 0')� — OT— o3 o3 City Of Meridian Pole #56674C Luminaire Pole #12 o +72.6, 33' R a City Of Meridian Pole #56676C Mast Arm: 20' L +56.2, 33' R --- ---- ---- ---- —___� Davit Arm Style Mast Arm: 20' = x— — _ x — x x — X TPole Height: 35'�———— Davit Arm Style I/Q Pole Height: 35' _ Y y , , x � LLL— LH N O N N Ld I h- I L g Luminaire Pole #13 I I w oo L E G E N D City Of Meridian Pole #56677C ---------- / > Most Arm: 20' — — a o I \ Q Service Pedestal Davit Arm Style E o x Pole Height: 35' I — S-40T/ADA Junction Box z � x I o ° a a x �1 -2" RPC J P/L _ _ S-45T/ADA Junction Box with Riser x x 01 02 Install 2—#6 x 1 —#6 GND — — —Sig — City Of Meridian Fiber Conduit o ---- ---------- x -- ---- —03-- ----- --- ----- -------- -- — — x a — ------ -- -�-- — — ———— — — — Interconnect Conduit z w P/L — — — P/L — — P/L — P/L — —LHP/L— P/L — — + — 12" CMP — OHP —� OHP 12" CMP OHP x x x x /�� Illumination Conduit o — — — — —2-2 RPC 06 OHP N O C FOC FOC FOC • FOC FOC FOC FP FOC O + F EP FOC EP FOC FOC FOC FOC FOC FOC N - FFfPC p m r7 FOC FOC EP EP E EP EP EP EP EP EP + f Power Pole z FOC FOC FOC FOC 12 n N NO °32'54"E 35+00 i 36+00 °°°°°°°°°°°°°° U �� Luminaire Pole o _ N00°3 1 7"Err7 S Linder Road - Sew 8" S er z CD J w w � 12" PVC w w 1 Project Note Number � W W U G G �✓ W 12" PVC _c j a EP EP EP EP EP G EP EP G EP GEp G P G v I G 1 -2" RPC 92 Bid Item Note Number o EP 06 2-2" RPC 03 EP _U 02 Install 2—#6 11 w 01 1 — 6 GND p� Signal Cabinet ��G FOC g ig FOC ig big ig i 0 20 40 60 Z 05 FOC I Plan Scale J Q Vd ® — — Vd ® — 04 1 -2" RPC — — 1/d — — �/d — — �/d — �/d — — — �/d _ V R/w\L O ® �° ~ Luminaire Pole #14 ® ® KELLER City Of Meridian Pole #56678C +73.3, 33' R �1 Most Arm: 20' x > Davit Arm Style O Pole Height: 35' / � ,\oNAL FN O �G\S T I Y x x G' o a � Digital Signature (� o 0 N O E OF oP��Q N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��ACHD Ada County Highway District• 3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 87 of 101 www.achdidaho.org N O T E S �- -� k x L 1 . All Locations Of The Lighting Poles Shall Be Field Verified By Luminaire Pole #17 Luminaire Pole #15 0 ACHD Prior To Installation. 3 City Of Meridian Pole #56681 C City Of Meridian Pole #56679C +26.4, 33' L x V) X 2. It Is Not The Intent Of These Plans To Show The Exact +12.6, 33' L Mast Arm: 20' I 4) Location Of Underground, Overhead Utilities, And Structures. It Most Arm: 20' I Davit Arm Style x J Is The Responsibility Of The Contractor To Verify The Davit Arm Style L Pole Height: 35' Locations Of All Existing Utilities With Their Respective Owners. x —Pole Height: 35' -X — ° — — — M� Existing Utilities Damaged By The Contractor Shall Be P PA_ of — — R/ — — /Lx�e — �/d Vd — ' ® � Repaired At The Contractors Expense. Call Digline 48 Hours ® ® Prior To Excavation To Request Underground Utility Locations. f———— — — —— — f 3. Lighting Plan Designed With Leotek Model No. P/L — — P/L — — P/L — — - - — P/L P/L P/L — — _ — — — d — — — — — f GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. 01 00 — x � x 1 —2" R P C ® 01 02 Install 2—#6 01 Install Streetlight, Item 1131 .01 .06 — — Vd 1/d — — 1/d 1 —#6 GND —— —— ——— — ———————————————— W -- -- ------------------ Install Street Lighting Conduit, With Cabling Indicated, Item ---- ------------ ----- -------------- — — — ---- --------- 1131 .01 .07 03 r 06.2-2" RPC W w ® Fo Fp Install Street Lighting Junction Box, S-40T/ADA, Item FFpp " RAC FCC EP 0HP 03 HP OHP 03 1131 .01 .08 o EP FOC EP FUC EP FOC EP C FOC Ep FOC EP FOC Q FOC J F c Foc J FOC o O Install City Of Meridian Future Fiber Conduit (2"), Item J EP EP EP + 04 1 102.4.1 .E.1 .2 N Cf) FMFoc a0C FOC 39+00 �— �— E— �— �— Q F— �— �— F— �— F— F— �— O Install City Of Meridian Future Junction Box, S-40T/ADA, 0 FOC Sew FOC _ FOC 40+00 0� 41 +00 ° 05 Item 1 102.4.1 .F.1 .B 8" Se er Sew Sew ewer 42 J Foc FOC FOC 06 Install Traffic Signal Interconnect Conduit (Trench), With —W 12" PVC m W J O Locate Wire, Item 1131 .01 .02.E oC G C W — W 0 W c W c W 12° PVC w W c c c 0 07 Install Service Pedestal, Item 1102.4.1 .G.1 41 03 IC 06 2-2" RPC —— =—— ————— —— — ——— — ——————— ———— ——— 01 ——— — ———— ———— ———— ig — — — ig — _Sig — Sig — ig — — — ig — — — ig — — i X— ----- ----- --- ------------- -- -- —=--7/L — — -- °o — — — ig — — ig — — ig — — ig — — ig — — ig — — —Sig — — — ig — — — ig — — — 3 ig 3 L 05Cn 1 -2" RPC v v v v v v v — v v v v v o �� 0 02 Install 2—#6 /� �/w — — R/W — — R/W — — 1 —#6 GND ' _04 P/L 04 1 -2" RPC — — P/L P/L — — P/L v Luminaire Pole #16 Luminaire Pole #18 o = 3 a- City Of Meridian Pole #56680C City Of Meridian Pole #56682C !Q x — _ +65.3, 33' R +65.2, 33' R X x x-Mast Arm: 20' Mast Arm: 20' X Davit Arm Style Davit Arm Style 5 I I Pole Height: 35' � —x x P/ x — x Lx x — X P L x X Pole Height: 35' L LH N O N \ O N II N Luminaire Pole #19 / N City Of Meridian Pole #56683C / g +14.6, 33 L L E G E N D Mast Arm: 20' — — Vd — Davit Arm Style r-- Pole Height: 35' �a \a 1 —2" RPC Q Service Pedestal 02 Install 2—#6 z 77�--- f 1 —#6 GND S-40T/ADA Junction Box =fit — _ _ _ _ — — — - - - _ — — — — — — - - R/W R/W — — R/W — R/W / S-45T/ADA Junction Box with Riser —Sig — City Of Meridian Fiber Conduit Z —— —— — — ——— — ———————— —————-- — — —— ————————— — ——— f Interconnect Conduit —— — — ———— ——I L — — P/L — — P/L — — P/L — P/L — — P/L-- HP HP / HP x x x x x x x x x x x x J o 06 -2-2 RPC oHP • oHP i + 00 ❑ o Illumination Conduit N EP OC EP =[PC 7 11 FOC FOC + m / II EP EP EP EP EP � Power Pole z 00 43+00 // 81, l 44+00 0 S L i n ogr,.R ppd 45+0 46 g — ol J FOC FOC oe FOC F iI Luminaire Pole FOC Fj9/� FOC FOC C C / / II FOC FOC F, J w a W 12 PVC- G W C C C C Project Note Number W I W W G El W 12" PVC W 41 � II Fol FOC �- 06 2-2" RPC _12„ 92 Bid Item Note Number N ----------- -- — -- ------ — --- — ---- -- _— — _ — — �� Signal Cabinet vLd l ig — — ig — �gCf) Q ig — ig — — — ig — ig — — ig — g co — —ZAg — — —Sig — e " Opoc TOr 0 20 40 60 z - - P/L �— P/L — • j • —F— P L 1 —2" RPC v R w v v V v z 04 1 -2" RPC 02 Install 2—#6 / — R/W — — v R/W v v — v v R/W v v — v Plan Scale 1 —#6 GND 5. oLum Sta. 43+85.920 City I OfIrMePl #Meridian Pole 56684C—x x x x ■ 07 - # x 0 / Off. 46.3 R +81 .8, 33 R A S S • Z Mast Arm: 20' ry x--x----x — Davit Arm Style o \ Pole Height: 35' S\ONAL E ��'� GIST NC Digital Signature (� o 0 N O E OF 04 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 88 of 101 � ffi— www.achdidaho.org N O T E S 1 . All Locations Of The Lighting Poles Shall Be Field Verified By ACHD Prior To Installation. 2. It Is Not The Intent Of These Plans To Show The Exact Location Of Underground, Overhead Utilities, And Structures. It Is The Responsibility Of The Contractor To Verify The 1 1' 1 4 1 II Luminaire Pole #23 X Locations Of All Existing Utilities With Their Respective Owners. Luminaire Pole #21 �E X x - Y -City Of Meridian Pole #56687C- — — — — Existing Utilities Damaged By The Contractor Shall Be City Of Meridian Pole #56685C � '� - ® � ® x- - — Ex X X X - x _ x Repaired At The Contractors Expense. Call Digline 48 Hours Mast Arm: +28.3, 33' L ® - ---® --- ---- ---- -- : L 20 --___�- -� �\-1 -2" RPC x P/i_-- Prior To Excavation To Request Underground Utility Locations. M ---� Most Arm: 20' - Davit Arm Style 3. Lighting Plan Designed With Leotek Model No. Davit Arm Style 02 Install 2-#6 - _ — =Pole Height: 35' _— _ _ — _ — _ _ —_ _ = Pole Height: 35 1 -#6 GND GCM#-60J-MV-40K-3R-BK-PCR7 124W LED Fixtures. 1 /� R/w R/w R/ R/ 01 R - _ - - _ / 01 Install Streetlight, Item 1131 .01 .06 01 X - - co N Install Street Lighting Conduit, With Cabling Indicated, Item ----- ----- - - - - - - -- _ --� - --------------- - 02 1131 .01 .07 -- --------- -- ----- ------ /L 03 P/L 7Y AP � - —A -A-- - P/L - - 03 Install Street Lighting Junction Box, S-40T/ADA, Item r,. OHP 06 2-2" RPC 4- P 1131 .01 .08 O 1111111111111111 1. unr OHP OHP OHP OHP OH Install City Of Meridian Future Fiber Conduit (2"), Item 0— FO FOC FO FOC FOC-' FOC FOC FOC FOC FOC FOC FOC 0 04 1102.4.1 .E.1 .2 co E EP EP EP EP EP EP EP (00 EP EP P EP EP EP EP EP EP EP EP EP + Install City Of Meridian Future Junction Box, S-40T/ADA, 00 S Linder Road `� 05 Item 1102.4.1 .F.1 .B ° 47+00 N00°33'17"E 48 Install Traffic Signal Interconnect Conduit (Trench), With J Locate Wire, Item 1131 .01 .02.E C N U FOC W FOC FOC FOC FOC J 41 G O O 0 FOC C FQ� W 6 FOC FOC 0 FOC O FOC -�- -12' -12" 03 01 - -12" 06 2-2" RPC- �� I O 03 01 —Sig — Sig — ig — ig — — —big — — i — — — — — — W — — — — — — W ---- — ---- -- --- _--- ---- _—= — _— — g —big �9 i9 ig — Sigma— — — i — — — — — —,jig — — — — — — i W — Ig o 05 v y,... v v v R Wv v v v RVW v v - v vR v v v v v v v v v \ v v v y v v v - Luminaire Pole #24� v 05 v v �� 04 1 -2 RPC Luminaire Pole #22- / — / — /W—� — — R/W — — R/W—�— — — R/W — — /N — — R W — — �� City Of Meridian Pole #56686C_ 1 -2" RPC I City Of Meridian Pole #56688C o ® +65.3, 33' R -Install 2-#6 02 — +65.3, 33' R z ® I Mast Arm: 20' X x x x 1 -#6 GND Most Arm: 20' b _ F Davit Arm Style J ® Davit Arm Style I Pole Height: 35' a- x x x x x x x x x X X X —x x Pole Height: 35' X x x J x x x x x � N O N (D N L o Q N 3 Luminaire Pole #27 Luminaire Pole #25 g City Of Meridian Pole #56689C N X City Of Meridian Pole #56691C L E E N D X J a a +14.6, 33' L +16.8, 33 L I S o. J Mast Arm: 20' Mast Arm: 20' _ X Davit Arm St le X Davit Arm Style x Y y x Pole Height: 35' 0 Service Pedestal - Pole Height: 35 x- �x— - x ,� X _ - - _ _ Z } ---�- - - - ---�-�- - ----�- -�- �--�-- --- 1 --- x x - x )FA--X - x x --P��x x = - -- 19 - S-40T/ADA Junction Box ---�- --�---- ---- ----�- R W 1 -2" RPC ® ' �\ \ S-45T/ADA Junction Box with Riser J N - - /w - - w - - w - - w - - N Install 2-#6 02 018 3 �A�� ®� w / 01 - - - - 1 -#6 GND_ - A R/wA A - n �W A - - -s;9 - City Of Meridian Fiber Conduit z P 3 01 o Interconnect Conduit - -------------- i OHP OHP Illumination Conduit OHP OHP W G / 03 OHP 03 HP N m O FOC FOC FOC FOC L Foc FOC 2-2" RPC 06 FOC OHP FOC O Power Pole V) EP EP EP EP ��EP EP EP Ep FOC FOC FOC CD g EP EP EF EP EP EP EP EP EP EP + �I a pNP O Se 4" FM Sew Lr) Luminaire Pole i V) 00 53+00 Sew 10" Sewer Sew Z N00°33'17"E 54+0 55+00 56 ° N Project Note Number CDJ S Linder Road 0 El J Q 0 0 FOC oN OFOC 0 O C cn C C C O 0 92 Bid Item Note Number FOC j 12" FOC FOC FOC C FOC z Foc 06 2w21nRPC w 10 Pvc w 03 01 FOC F0� _ _ _ 1 O-� GG 12„ pm Signal Cabinet - -- --- --- -- O In �, 0 20 40 60 co Z — —Sig — — — ig — ig — —Sig — — —big — —big — — —big — — — ig big — — —Sig — _ — a eeSig — —Sig —Si — g — — —Si — —Sig — — — ig — W —big Plan Scale Y O Z O ° / � O O N V R/W V v — v V R/�I v v — V vR/W v V— V v / V —v v /W V v —v V R/WV v — v v R/W 05 V v — V R W 0 1 -2" RPC �\ °a / - - R w o Install 2- 6 02 R/w�\ 04 1 -2" RPC °° / ■ � 1 - 6 GND Luminaire Pole #26 -� \ v\ U �— # ® City Of Meridian Pole #56690C ?1 // -X —x x x x x— x x x x x x x x x x X X- +65.3, 33' R I / X ®®® > Mast Arm: 20' X x x x x x x + - Davit Arm Style > I I � ,\o NA L FN TFT ' Pole Height: 35' \ a_ X �� C Digital Signature (� o 0 N O E OF N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR ��AcFm Ada County Highway District• www.achdidaho.org 3775 Adams Street, Boise, Idaho, 83714 project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 89 of 101 Luminaire Pole #29 N ® — City Of Meridian Pole #56693C 1 . All Locations Of The Lighting Poles Shall Be Field Verified By 0 +07.0, 35 L�— ACHD Prior To Installation.P/L — — P/L —��_� � I Mast Arm: 20' 1 -2" RPC a — — — _ _ Davit Arm Style 2. It Is Not The Intent Of These Plans To Show The Exact Install 2 RPC 02 Pole Height: 35' Location Of Underground, Overhead Utilities, And Structures. It # � Is The Responsibility Of The Contractor To Verify The 1 — 6 GND + a Locations Of All Existing Utilities With Their Respective Owners. n — A A n n A nd R/W — ^ n d n R/W R/ 01 R/ — R/W — — R/W — — R/W — — Existing Utilities Damaged By The Contractor Shall Be I Repaired At The Contractor's Expense. Call Digline 48 Hours IPrior To Excavation To Request Underground Utility Locations. FOP OP P/E3. Lighting Plan Designed With Leotek Model No. --- ---- ---------- — --- -- ------ — -- — — — — -- ----------- GCM#-60J—MV-40K-3R—BK—PCR7 124W LED Fixtures. dHo 03 01 Install Streetlight, Item 1131 .01 .06 O OHP OHP OHP OHf�I 0 OHP OHP + EP FOC P EP FOC E MPFO EP EP II FOC FP Fnr FOC LP EP EP FOC EP EP 02 Install Street Lighting Conduit, With Cabling Indicated, Item � I II \ Sew Sew 12" Sewer Se 00 1 131 .01 .07 � Sew Sew + Sew 10" Sewer 4" FM oNP (o 03 Install Street Lighting Junction Box, S-40T/ADA, Item 00 s w 1 131 .01 .08 5 00 w S w �� Sew 10" FM +J S Linder Roa00 Install City Of Meridian Future Fiber Conduit (2"), Item J II \ 04 1 102.4.1 .E.1 .2 G G o G G P J O Install City Of Meridian Future Junction Box, S-40T/ADA, W 10" Pvc W W oN 10" PVC—w 05 Item 1102.4.1 .F.1 .B w41 e� 03 FOC � FO 06 2-2" RPC 1� M 06 Install Traffic Signal Interconnect Conduit (Trench), With 01 W Foc Fo� FOC Foci FOC 01 03 Locate Wire, Item 1131 .01 .02.E _ 0 FOC F 05 �� P L — — 1 -2" RPC 'g Sig — — —Sig — — — 1 Install 2—#6 02 05 :2 R/W — w — /w — — 1 —#6 GND 0- 04 1 -2" RPC — I / / �� o ,moo o I Luminaire Pole #28 \ Luminaire Pole #30 — — Ld City Of Meridian Pole #56692C L ` \ I City Of Meridian Pole #56694C Z I +27.3, 33 R 0- / \ +21 .3, 34 R Most Arm: 20' �� / m I Mast Arm: 20' : Davit Arm Style �� / / \ Davit Arm Style 0- Pole Height: 35' / / ^�a \ I Pole Height: 35' N O N (D \ . X I W d `° ® Luminaire Pole #31 City Of Meridian Pole #56695C I N X +72.9, 35' I N Mast Arm: 20' � I I d3 L E G E N D gT Davit Arm Style Pole Height: 35' a X I O U O > 0 Service Pedestal a_ \1I / Q X 00 \ vi I _ — — — — ® — — — — — _ _ L S-40T/ADA Junction Box g 1 —2" RPC—— — — — — — — — Foc 3 Foc — — — R/W — — R W — — / i, V) O Install 2—#6 02 ��°°° z ° 1 —#6 GND—— °0 11. 01 — f————f— � — _— ❑ ❑ S 45T/ADA Junction Box with Riser --- ----�--- f --�__ — — (� ---f — —�----- —f-- o o� N �� - d —Sig — City Of Meridian Fiber Conduit G G zo _� _� UP UP p U I QP FOC FOC FOC FOC FOC I UP Interconnect Conduit 06 2-2" RPC �T 03 J � CD � LC7 op - 12" Sewer 12" Sewer Se Sew Sew Sew Sew 12° Sew r 00 C Illumination Conduit N + I 12" Sewer oco o0 - - — - - O c Sew Sew Sew "t U 00 — -- co sew Power Pole z 6 F Sew 10" F Sew Sew 10" FM +00 g N00°33'17" w sew w N00° 33 20 Ew Luminaire Pole i a) — 15" Sewed 64+00 65+00 S Linder Road r- \ C C � N Z Project Note Number CD 10" PVC w 0 W 12" PV W c� o 0El p W > O) Cr �I I \ W W W W 12" PVC W W 1 -2" RPC Foc Install 2—#6 02 o i Item Note Number z For 1 —#6 GND 06 2-2" RPC L I w -- — — 3 I o p� Signal Cabinet �i — _ ,g — \ 0c o Oc 03 U 9 r, I C O� Sig _— — ——— P — — 01 oG ° Foc444-- R/ 0 20 40 60 O g Z — - - 2 W - - d G F C G ® OHP OHP Q _--- — ® � Plan Scale � I ----�— — 05 0 04 1 —2" RPC ® -� — _— '� � � --- PC4 —�— KELLE ■ o —�--_ O O� ® O ILL o A S S • Z X L Ll ® FOZ FOZ F 0 — — Luminaire Pole #32 I > X City Of Meridian Pole #56692C \ONAL ti o I +49.8, 45' R I � s F c 00� Most Arm: 20 a, Q C,\S T 00�w I Davit Arm Style W a �� Z I Pole Height: 35 i Digital Signature 01 N EOF\9 N Revisions: Design By: J. Thornton Date: 1/2024 Drawn By: A. Corley Date: 1/2024 Survey By: A. Hafen Date: 09/2022 G R CAR �:AcFw Ada County Highway District3775 Adams Street, Boise, Idaho, 83714 Project Number: 522038 Project Name: Linder Rd, Overland Rd To Franklin Rd Sheet 90 of 101 � ffi— www.achdidaho.org SIGNAL HEAD SCHEDULE LL 11YU1U11L N O T E S O O 4" IMGaE 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And 0 3 Installation Requirements. FR- @ I I -� 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The 16" Pedestrian CO Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately R Countdown Head IDAHO POWER Brought To The Attention Of The Engineer For Clarification. AERIA Pole F O z 4„ MGasL — SPARK 3. The Locations Of The Traffic Signal Cabinet, Service Pedestal And Signal Poles Y Foundations Shall Be Field Verified By ACHD Prior To Installation. ACHD Forces Must !� Pedestrian Signal Pole a J Be Notified At Least Two Working Days Prior To Installation. "+-Y- 1 Sto: 62+46.2, Off: 64.4 Lt • I a- G Pole Height: 12' z I N 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, Top of Pole Foundation i Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The Elev: 2598.34' Q Pole G Intent Of These Plans To Show The Exact Location Of All Underground Utilities And rTm Signal Pole Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Pole E L.L. " Sta: 63+44.1, Off: 64.5Lt Existing Utilities With The Respective Owners. Existing Utilities Damaged By The Combination Signal & Luminaire Pole Pole Height: 18' Contractor Shall Be Repaired At The Contractors Expense. Sta: 62+35.1, Off: 55.5'Lt 11 21 22 23 41P 42P o a Signal Mast Arm: 50' O 5. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Pole Height: 35 To of Pole Foundation 51 41 42 43 61P 62P p Uniform Traffic Control Devices (MUTCD). Signal Most Arm: 55 W 40 Elev: 2598.80' Luminaire Most Arm: 15' O J 6. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 71 61 62 63 81P Top of Pole Foundation w A Elev: 2598.10' S 1 0 w 41P 42P Existing Luminaire Pole H 7. Regulatory Signs Mounted On Traffic Signal Most Arms Are Incidental To The Traffic 81 Conc Curb CONNE ? T ffic Signal Installation And Are Not Paid For Separately. w \ ignal (D Light Post J,kn 23 Existing Pedestrian Signal 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video = ---� -- -� 0&1 62P 43 � 51 21 Foc 22 2 Pole I Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video w w T fic I FOC ,3, e Camera In Location As Directed By ACHD. Contractor To Terminate Conductors In The sign mint_ A cn Button Field And Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish —S °° __ _ Sig _ I And Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The M A S T A R M SIGN SCHEDULE IDAI6��AWER Sign _ _ — I — Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be L - - 1 I P on Notified At Least 5 Working Days Prior To Installation. R ° I I� 4 IMWgb 0 9. Remove And Relocate Existing Pre-Emption Detector From Existing Signal Pole Mast 4 I U� UP I I _ _ _ _ _ _ <�� Arm to Signal Pole G. Contractor Shall Orient Emergency Pre-Empt Detectors For Ol '� ' O2N ' on Fo oC A I 1 ao I I Optimal Visibility. Contact Charlie Butterfield (208-888-1234) With Meridian Fire Curb 42 I I ^ I I Department At Least 10 Working Days Prior To The Anticipated Pre-Emption I Equipment Installation. LSew ew T' 12" Sewer r64 12" SewerCl _a 1 W I n Lncb- S Linder Road 41 I I ` I I Sew 10. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On 1� I I� Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For SNS (W Franklin Rd) SNS (Linder Rd) ■ 1 I I I� Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. Sew 62—sew a 1o"I FM � 64 ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The 66"X30" 48"X30" N71 — I I Sew Existing CCTV Camera Must Remain In Operation During Construction. It May Be Disconnected For A Maximum Of 48 Hours On Weekends Only. III 11. Contractor Shall Retain And Protect Existing Traffic Signal Cabinet And Service O3A I S L I N D E R R D W I W W� Wv W W Asphalt N L I N D E R R D Pedestal And Signal Poles With Mounted Traffic Signal Equipment On Existing Poles A, V I I B, H & I, Unless Otherwise Noted. I 1 WV Wv �' 1 0 81 I E Remove And Salvage Existing Signal Poles, Mast Arms, Signal Heads, Signs, Luminaire 1 1 Fixtures, Video Detection Cameras And All Other Signal Equipment To ACHD Signal Lnctr F:u I I I N I o 4 Shop. Coordinate With Idaho Power For Power Clearance Requirements For Equipment SNS (Linder Rd) cur Curb And Workers When Removing Mast Arms. Remove And Dispose Of All Foundations, 1 I I c " R3-6R 1 �' I U Conduit, Cabling And Junction Boxes Unless Otherwise Noted. The Existing Traffic 48°°X30 30"X36" F c Fo 1 1 I �1 car, Signal Control For The Existing Linder Rd And Franklin Rd Intersection Shall Remain In • ••• c - G F c G Operation Until The New Traffic Signal Is Fully Operational, Item 1131.01.01.A2. 61P - - - - - - - — " AAs — /,� - - - - - Pole G., ig — 63 3 62 61 11 Fo R� 9 — ,Q Tr �fyf i Q_ a Sig — Sig ` Sig \ 10" ——— Pole D � 'c — Light Post Pedestrian Signal Pole- rr B tto Existing Controller Cabinet Sta: 62+35.8, Off: 47.8'Rt'u n A 81P ,� FOZ 9 e And Service Pedestal Conc Curb Pole Height: 12'= Top of Pole Foundation V) Existing Combination Signal Elev: 2598.12'D AA & Luminaire Pole A m- Existing Pedestrian Signal Pole C Pole B Combination Signal & Luminaire Pole Sta: 62+49.3, Off: 61.0'Rt -o I a P H A S E D I A G R A M Pole Height: 40 fi Q U Signal Mast Arm: 45' a -U Luminaire Most Arm: 15" � CCTV Mast Arm: 6" Top of Pole Foundation O I IMGas Elev: 2598.33' C) 4" iM as L \ U 01 05 IDAHO POWER U AERIAL — SPARK r Licht Pos1t Sign 1 1 02 'P- I � �� 06 TRAFFIC SIGNAL LEGEND i i I 21 Signal Head Number �A Project Note Number OSign Face Number 03 07 Aj Conduit Run Number Signal Pole With Luminaire, CCTV Camera Most Arm And Signal Heads Signal Head With Backplate Signal Controller Cabinet And Service Pedestal 0 20 40 i� 1!( Pedestrian Signal Head m Junction Box (Type S-40T/ADA) Scale: 1" = 20' 04 08 T Mast Arm Mounted Sign ® Junction Box (Type S-45T/ADA) WIN Gridsmart Video Detection Camera ————— Conduit Group ► Emergency Preempt Detector A • S H E E T T I T L E 1 4 Revisions: S I G NATU RES • Traffic Signal Plan ( Linder & Franklin) Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • 17 y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 91 Of 101 CONDUIT AND CONDUCTOR SCHEDULE � / Pole F � � o I I / N O T E S z _J Pole G m CL 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS " O Installation Requirements. Existing 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) /� \ A 9 p Traffic 2. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The 1000 Existing 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) Pole E 30 \\�l \ 0 0 0O0 \ Existing Pole I Appropriate Clearance Between Adjacent Utilities. Existing 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) \\ ��\ �\ 6 0 00 3. Ground The Traffic Signal And Illumination System In Accordance With The Current \ E ,�-, 8 Edition Of The NEC And The ACHD Traffic Supplemental Provisions. Existing 22L RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) 7 \\ \ / O FOC 26 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, F° FOC / Existing Pole H Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The Existing 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) 25 FOC /\ e „ FOC � Intent Of These Plans To Show The Exact Location Of All Underground Utilities And A Existing 2 RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) Tr f IC o �'� I Button Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Existing 2" RPC 2-#6 THWN, 1-#6 THWN Ground E 000 o0o000 \ I Existing Utilities With The Respective Owners. Existing Utilities Damaged By The Contractor Shall Be Repaired At The Contractors Expense. New 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) - —Sig Si I I A New 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) 5 I I — — — ————f— —- —f f — I f 5 Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements Only. I y New 2" RPC 2-12C, 1-5C, 1-#6 Bare (Vehicle & Ped) I 24 I 6. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The 5 New 2" RPC Spare (Install Locate Wire) e 31 I I E 21 2 C Corresponding AGPS Push Button Assembly. 7. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple ZL New 2" RPC 1-5C, 1-#6 Bare (Ped) Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. Poles E & F Area Conduit Layout z Cabinet/Poles G, H &, I Area Conduit Layout A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In New 2" RPC 2-12C, 1-#6 Bare (Ped) Not to Scale Not to Scale Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From J All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid Items. AExisting 2" RPC 1-5C, 1-#6 Bare (Ped) V � � � I � z �, w Q■ � ❑B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect Pole F ANew 2" RPC 2-12C, 1-#6 Bare (Vehicle & Ped) 10 Pole G Improvements. Luminaire Poles & Fixtures, All Conduit, Junction Boxes And Cabling To New 2" RPC Spare (Install Locate Wire) Q w � Be Paid For By Separate Bid Items. 9 'HER s I w E ❑C Intercept Existing Conduit With Proposed Conduit Existing 2" RPC 1-3C (Opticom) Pole E E \ afail Existing Pole I 20 Existing 2" RPC 1-COAX/5C (Gridsmart Video Detection) _ �kn ❑D Intercept Existing Junction Box With Proposed Conduit A 1-CAT5 (POE+) (CCTV) -�- a / \ \ FOC Existing Pole H ❑E Remove And Salvage Existing Video Detection Cameras And Cabling To ACHD Signal Tr fic FOC N Button Shop 21 Existing 2" RPC 1-3C (Opticom) —Sig _ _S• 00 I — I� F Remove And Salvage Existing CCTV Camera And Cabling To ACHD Signal Shop -- --f -- --f — ❑ Existing 2" RPC 1-COAX/5C (Gridsmart Video Detection) ICP t III �y�. G Coordinate With Communications Utility Company For Adjustment, Relocation, Or 22 1-CAT5 (POE+) (CCTV) a e I I ❑ Replacement Of Communications Antenna By Others. A II Existing 2" RPC Spare (Install Locate Wire) u� UP oC 00 New 2" RPC 1-COAX/5C (Gridsmart Video Detection) I I III A 1-CAT5 (POE+) (CCTV) ew 12" sew er 12" SewerNew 2 RPC Spare (Install Locate Wire) I I I sew New 2" RPC Spare (Install Locate Wire) I i N ry�S99s 24 New 2" RPC Spare (Install Locate Wire) iew- I e 10" FM II S LINDER RD- 25 New 2" RPC Spare (Install Locate Wire) i i I C 5 I 24 y E 21 III 2 26 New 2 RPC 1-3C (Opticom) w I w I wv wv w Asps w New 2" RPC 40 1-COAX/5C (Gridsmart Video Detection) I 31II o wV "" 27 New 2" RPC 1-CAT5 (POE+) (CCTV) col I I L III � o II 30 New 2" RPC 2-#6 THWN, 1-#6 THWN Ground Ili N C I I � Fo I I 1 I � \I New 2" RPC 2-#6 THWN, 1-#6 THWN Ground • ••• C c F C 3 \ E EA New 2" RPC Spare (Install Locate Wire) a — — — — — — — — — — — — r — — — — — — — "�`� S— — \ / Existing Controller Cabinet ° — Tr ffi And Service Pedestal g — —si ` I 22 E F Sig a / Pole D C —\ E Irr B tto Existing Pole A Monument ox � n FOZ FOZ in \ e N 3 Pole C �' Existing Pole B CO I 5 E V21 2 31 I I I 24 � I I I I I Q) I I LO I I 1 �c 00 000 I FOC C FOC 000 000 3 c c 3 Id z 30 G _ - - - - — — — — — - - - - — — I L E p / 22 E F N f0 22 E F \ Existing Controller Cabinet ,� 23 Troff i And Service Pedestal g Pole D �6 `� 27 Sigl aI — P o _0 \ 0 Irr E G 20 E 30 B tt0 t O X 7 n FOZ 0 NP E en xisting Pole A Fo FOZ P e o 20' 40' Pole C Existing Pole B Scale: 1" = 20' Poles C & D Area Conduit Layout Poles A & B Area Conduit Layout A Not to Scale Not to Scale 01 • S H E E T T I T L E 1 4 Revisions: S I G N A T U R E S • Traffic Signal Details ( Linder & Franklin) Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 92 Of 101 N O T E S Existing 15' Luminaire Most Arm Remove Existing Video 1. The Contractor Shall Verify And Check All Dimensions And Details Shown On The Detection Camera Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. Existing Signal Mast Arm Length = 55' 2. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And 0 1 0, Remove Existing Installation Requirements. FR- R3-5R Sign & Install R3-6R 3. Ground The Traffic Signal And Illumination System In Accordance With The Current FY— Edition Of The NEC And The ACHD Traffic Supplemental Provisions. ® O OY 1300 1500 4. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of �G G W Fai�in Ri Uniform Traffic Control Devices (MUTCD). 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 81 R3-6R O ® 6. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic 30" x 36 4 O Signal Installation And Are Not Paid For Separately. Y © 7. Dimensions Shown On The Signal Mast Arms Are Accurate For The Pole Locations Shown On The Plan Sheets Only. If The Poles Are Located Differently, Most Arm Lengths And Signal Head And Sign Locations May Change. v � � J = 0 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video Camera In Location As Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The > Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. 9. Remove And Relocate Existing Pre—Emption Detector From Existing Signal Pole Mast Arm to Signal Pole G. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. Contact Charlie Butterfield (208-888-1234) With Meridian Fire Department At Least 10 Working Days Prior To The Anticipated Pre—Emption Equipment Northbound Installation. Approach 10. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The Existing CCTV Camera Must Remain In Operation During Construction. It May Be Existing Combination Signal & Luminaire Pole A Disconnected For A Maximum Of 48 Hours On Weekends Only. Not to Scale 11. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The Corresponding AGPS Push Button Assembly. 12. Contractor Shall Retain And Protect Existing Traffic Signal Cabinet And Service Pedestal And Signal Poles With Mounted Traffic Signal Equipment On Existing Poles A, B, H & I, Unless Otherwise Noted. 6.0' CCTV Mast Arm CCTV Camera, Refer To Note 10 15' Luminaire Mast Arm Gridsmart Video Detection Camera, Refer To Note 8 Signal Mast Arm Length = 45' 12.0' 12.0' 2.0' Min. FY ® PG O 10ON 'DOS G Lam" Ri 0 0 11 61 62 48 SNS30 O R 0 63 Y Ln a� G v J v L 0 c 0 c _ = J = J � J � N CT N O Cn O Z 7 to 06 L L W N U U UW CD U > U O O N L j O O APS Pushbutton APS Pushbutton 0 00 0 C6 Eastbound Approach LO Combination Signal & Luminaire Pole C Pedestrian Signal Pole D Not to Scale Not to Scale NOT FOR • S H E E T T I T L E • Revisions: • S I G N A T U RES • Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Traffic Signal Details ( Linder & Franklin) CONSTRUCTION ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 0 ;�� y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 93 Of 101 N O T E S 15' Luminaire Most Arm 1. The Contractor Shall Verify And Check All Dimensions And Details Shown On The Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. 2. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And Installation Requirements. 3. Ground The Traffic Signal And Illumination System In Accordance With The Current Edition Of The NEC And The ACHD Traffic Supplemental Provisions. 4. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Uniform Traffic Control Devices (MUTCD). Signal Mast Arm Length = 55' 5. Information Shown On This Sheet Is Accurate Only For Traffic Signal Improvements. 6. Regulatory Signs Mounted On Traffic Signal Mast Arms Are Incidental To The Traffic 11.0' 11.0' 14.0' Signal Installation And Are Not Paid For Separately. 1.0' 7. Dimensions Shown On The Signal Mast Arms Are Accurate For The Pole Locations Shown On The Plan Sheets Only. If The Poles Are Located Differently, Most Arm Lengths And Signal Head And Sign Locations May Change. lop FY Q Q 1500 13DO 8. Contractor To Install Video Detection Cable From Cabinet To The Gridsmart Video W �in Ri Camera Location As Indicated On The Conduit Schedule. Install Gridsmart Video Camera QG In Location As Directed By ACHD. Contractor To Terminate Conductors In The Field And Coil 10 Feet Of Cable In Cabinet For Termination By ACHD. ACHD To Furnish And Determine Location Of Gridsmart Video Camera, Orient The Camera, Establish The Detection Zones And Calibrate The Entire System For Operation. ACHD Forces Must Be 71 41 42 R3-6R O SNS O ® Notified At Least 5 Working Days Prior To Installation. 30" x 36" 66" x 30" 43 OY M 9. Remove And Relocate Existing Pre—Emption Detector From Existing Signal Pole Mast J G Arm to Signal Pole G. Contractor Shall Orient Emergency Pre—Empt Detectors For Optimal Visibility. Contact Charlie Butterfield (208-888-1234) With Meridian Fire a L o o Department At Least 10 Working Days Prior To The Anticipated Pre—Emption Equipment Installation. a o 0 0 o O 41P J 10. Contractor Shall Install CCTV Cable From Cabinet To The CCTV Camera Location On "' o Pole A. Coil 10 Feet Of Cable At The End Of The CCTV Camera Mast Arm For °O Termination By ACHD Forces. ACHD To Furnish, Install And Orient The CCTV Camera. o o ACHD Forces Must Be Notified At Least 5 Working Days Prior To Installation. The O Existing CCTV Camera Must Remain In Operation During Construction. It May Be 0 o Disconnected For A Maximum Of 48 Hours On Weekends Only. APS Pushbutton o APS Pushbutton 11. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The 06 Corresponding AGPS Push Button Assembly. C. 06 17 0 12. Contractor Shall Retain And Protect Existing Traffic Signal Cabinet And Service Pedestal pproach A S And Signal Poles With Mounted Traffic Signal Equipment On Existing Poles A, B, H & I, Approach 11, Unless Otherwise Noted. Combination Signal & Luminaire Pole E Pedestrian Signal Pole F Not to Scale Not to Scale Emergency Pre—Empt Detectors, Refer To Note 9 Signal Mast Arm Length = 50' 1.5' 11.0'— 11.0' 11.0' �Y— R R Y Y 1005 'DON O G G LnjT R r::==- 51 21 22 48 S x 30 O R 23 Y J G N N 0 6 0 0 C J C L C L N U N N O U ;' U 42P 00 > U O O L C Q APS Pushbutton C. Westbound Approach in rri Combination Signal & Luminaire Pole G Not to Scale �s AFLO NG o-�' r- • S H E E T T I T L E • Revisions: S I G N A T U RES • Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Traffic Signal Details ( Linder & Franklin) -' CONSTRUCTION ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 94 Of 101 TRAFFIC SIGNAL MATERIALS Pole Pole Type Signal Luminaire Signal Mounting Location Signal Mounting Most Arm Signs Foundation Mast Arm (Signal Head No.) Brackets See TS-1110 Existing Combination Existing SNS Pole A Signal And Luminaire Pole 55' 15' Mast Arm 14.0 Existing Existing � g From End (81) Astro Bracket R3-6R (30"06") Existing Pole Height: 25' Existing Pedestrian Signal Pole B Pole N/A N/A N/A N/A N/A Existing Pole Height: 12' Combination Signal And 0.0' From End (11) Astro Bracket Pole C Luminaire Pole 45' 15' Mast Arm 12.0' From End (61) Astro Bracket SNS (48"00") "100N 100S" Pole Height: 40' 133 Watt LED Fixture 24.0 From End (62) Astro Bracket "Linder Rd" D Pole Mounted (63) Pole D Pedestrian Signal Pole N/A N/A N/A N/A N/A A Pole Height: 12 0.0' From End (71) Astro Bracket Combination Signal And SNS (66"x30") "1500 1600" 15 Most Arm 11.0 From End (41) Astro Bracket " " Pole E Luminaire Pole 55 133 Watt LED Fixture 22.0' From End (42) Astro Bracket x36 W Franklin Rd F Pole Height: 35 R3-6R (30 ) Pole Mounted (43) Pole F Pedestrian Signal Pole N/A N/A N/A N/A N/A A Pole Height: 12 1.5' From End (51) Astro Bracket Pole G Signal Pole 50' N/A 12.5' From End (21) Astro Bracket SNS (48"x30") "100S 100N" F Pole Height: 18' 23.5' From End (22) Astro Bracket "Linder Rd" Pole Mounted (23) Existing Luminaire Pole Existing Pole H Pole Height: 30' N/A 15' Most Arm N/A N/A N/A Existing Existing Pedestrian Signal Pole I Pole N/A N/A N/A N/A N/A Existing Pole Height: 12' Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill �s�AFO NG • S H E E T T I T L E • Revisions: • S I G NATU RES • Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Traffic Signal Details ( Linder & Franklin) CONSTRUCTION ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 95 Of 101 SIGNAL HEAD IIISCHEDULE N O T E S W Z 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And 16" Pedestrian \ I w I Q I I \\ Installation Requirements. RR Countdown Head 2 Pole B 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The \ rn I Pedestrian Push Button Pole Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately I� J3 00 lL)4"PIRR Sta: 36+75, Off: 33.5'Lt r Brought To The Attention Of The Engineer For Clarification. 1 FY !! N I Q FT Pole Height: Foundation 3. Ground The PHB Signal And Illumination System In Accordance With The Current 1� I o I =_ 9 Y Top of Pole Foundation Edition Of The NEC And The ACHD Traffic Supplemental Provisions. / Elev: 2594.34' .� Center of Controller Cabinet And Pole A I 4. The Locations Of The PHB Signal Cabinet, Service Pedestal And PHB Signal Poles 41 42 43 21P 22P o I a Service Pedestal Foundation Si nal Pole a Asphalt Foundations Shall Be Field Verified By ACHD Prior To Installation. ACHD Forces Must N Naztec Type 5 Slgnal Cabinet g Be Notified At Least Two Working Days Prior To Installation. 81 82 83 — x Q o Sta: 36+81, Off: 46.5 Lt Sta: 36+72.7, Off: 45.9 Lt Fence \/ -Pole Height: 18 ,p�� * P - 5. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, 0 Mast Arm: 35 ® Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The a- a A Gr ss Top of Pole Foundation o Grass 6° 6" Cc 6„ Intent Of These Plans To Show The Exact Location Of All Underground Utilities And Elev: 2594.65 Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Light P — �P E_ �— — o — �� P Existing Utilities With The Respective Owners. Existing Utilities Damaged By The :ic x ^' Contractor Shall Be Repaired At The Contractors Expense. � 21P M A S T A R M SIGN SCHEDULE U I I 43 B K 6. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of �ire H dr N Uniform Traffic Control Devices (MUTCD). i g Si Sig Sig g S a — i Sig w 2 7. Information Shown On This Sheet Is Accurate Only For PHB Signal Improvements. CROSSWALKzo �+ Sig N util STOP STOP x — — P— 12" M Po eer off 42 �Ha �� awer 8. Regulatory Signs Mounted On PHB Signal Mast Arms Are Incidental To The PHB Signal o e Installation And Are Not Paid For Separately. ON FLASHING FOC tp ON RED RED# FOC M 1 EP FOC — EP �� EP FOC EP F • HEN PROCEED — Q I I L I N D E R ROAD 9. Refer To The Signing And Pavement Marking Plans For Additional Roadside Mounted IF CLEAR �N 12„ 41 1 Signs Related To The Installation Of The PHB Signal. S1-1 (FYG) R10-23 (MOD) 36 1 a .............. -37 FOC FOC 387F0C I FOC 10. Pedestrian Push Button Extension Arm Shall Be Installed When The Maximum Distance 48"X48" 36"X48" — — — —� From Face Of Curb Or Back Of Pedestrian Ramp And Pedestrian Push Button Is s" s sew s se er Greater Than 10 Inches At Any Location. Pedestrian Push Button With Extension Not 00000000000000 � wv wv To Obstruct Pedestrian Walking Path. W 1 112" PVC W 12" PVC Asphalt w �r 81 I G G If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A FP n e� 1 I I Curb Curb Curb Three—Wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz EP AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A R p 82 I I one one � c nc Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From 2 The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval T R A F F I C S I G N A L L E G E N D From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power ee ra Sig —si — For The Power Connection Location. The District Shall Be Responsible For All Idaho 48 Sig Sig o Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho 21 Signal Head Number — B G K Oc _ 83 I I _ _ _ Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A 22P s bd i n Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The RA Project Note Number _ — Contractor Shall Be Responsible For All Electrical Permit Fees. T/d R/W �, RAW Pole C— Pole D _ �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect R Sign Face Number 24" ® Signal Pole' w Pedestrian Push Button Pole' Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be Sta: 36+81, Off: 46.5 Rt > w 24" Paid For By Separate Bid Items. AConduit Run Number Sta: 36+87, Off: 33.5 Rt 1 Pole Height: 18 w 24" Most Arm: 35' Pole Height: 4'—10" � o � �K Refer To School Zone Flasher Signal Plan & Details For Signal Conduit And Conductor V Top of Pole Foundation Scheduling. o �, o Top of Pole Foundation , Signal Pole, Mast Arm And x Signal Heads ® Junction Box (Type S45T/ADA) Q Elev: 2597.94 Elev: 2594.37 Junction Box (Type S45T/ADA) CD crass �, o Signal Head With Backplate With Rlser — — — — — — — A�� —0— �� \ Pedestrian Signal Head Signal Controller Cabinet And \�� _ T Most Arm Mounted Sign Service Pedestal I r 1.w Conduit Group $1� DRAIN Exist. Building c \ \ m Junction Box (Type S40T/ADA) boost �\ xist. Building ri Q PHASE DIAGRAM Signal Most Arm Length = 35' Signal Most Arm Length = 35' 5.5' Min. 5.5'�� 2.0' Min. APS Pushbutton RR R • R R ( CROSSWALK R R • R R CROSSWALK STOP STOP O Y ON RED GNRG LASHING Y Y ON O D DNFLASHING � 01 N O t N O t r • HEF CLEAR ED • HEF CLEARED Used Used `'J1 0 41 4 1 R 42 R1062 X (8" 8" X 48"R 81 41 R 82 R136 2 X (4 8» X 48" " O2 i I 11.0' 43 R R 11.0' 83 R R M Y Y v v a 0 Not C) � �' = o Used in � `� J �, Pedestrian Push Button Poles B & D (n O a (n 21 P C6 U5 O a� a (n 22P C6 a`) a> co v W o cYn v Not to Scale U U L .� C W C L C W C L U CDU O C) > CDU O Q C) CD O Not Not o 0 03 Used Used 07 Southbound Northbound Approach Approach 0 20' 40' Signal Pole A Signal Pole C Scale: 1" = 20' Not to Scale Not to Scale 04 � � 08 A ON 11111111 • S H E E T T I T L E 1 4 Revisions: • S I G NATU RES • Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Pedestrian Hybrid Beacon (Waltman) CO ON �� Ada Count H hwa District . 3775 Adams Street, Garden City, Idaho, 83714 0 ;� A � y Highway www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 96 Of 101 CONDUIT AND CONDUCTOR SCHEDULE N O T E S 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS I of I '� I Installation Requirements. 2" RPC 3-3/0 Copper Or 3-4/0 Aluminum (200A Services) / I > C 2. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The z1 I Appropriate Clearance Between Adjacent Utilities. 2" RPC 2-#6, 1-#6 Bare (Signal Cabinet Service) / a I 8:< s bd Controller Cabinet and Asphalt 3. Ground PHB Signal And Illumination System In Accordance With The Current Edition Of x a oG SI in \ Service Pedestal L The NEC And The ACHD Traffic Supplemental Provisions. " 1-#6 Bare (Vehicle And Ped) O �- s' Vinyl Fence 2 RPC 2-12C, �� P/ — A3 2" RPC Spare Install Locate Wire �, J — — —�' — 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, P ( ) Q Pole A, ® Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The 2" RPC Spare (Install Locate Wire) w ? s" A toss s" crass 6.. 6,. s°' Intent Of These Plans To Show The Exact Location Of All Underground Utilities And o ° Light W W w W W W ° Structures. It Is The Responsibility Of The Contractor To Verify The Locations Of All 2" RPC 1-12C, 1-4C, 1-#6 Bare (Vehicle And Ped) x N P L — P L — P Existing Utilities With The Respective Owners. Existing Utilities Damaged By The Contractor Shall Be Repaired At The Contractors Expense. 2" RPC 1-4C, 1-#6 Bare (Ped) — o ire I I \ Pole B B 5. Information Shown On This Sheet Is Accurate Only For PHB Improvements Only. xH dr N i g Si Si Sig — 2" RPC 1-12C, 1-#6 Bare (Vehicle And Ped) 5 W — — Sig ' ' 6. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The 2" RPC Spare (Install Locate Wire) �zt:A-YO + ao I I utii Corresponding AGPS Push Button Assembly. x x x � Sig N Power ow 2" ,^� o e off C nHP oeer 7. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple 2 RPC Spare (Install Locate Wire) Foc �+ - EP_ Foc EP —FOB EP Foc EP p Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. A03 2" RPC Spare (Install Locate Wire) Foc �i A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In 2" RPC Spare (Install Locate Wire) — FID EP L I N D E R ROAD Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From �N 2" — — — -� All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid Items. 31 2" RPC Spare (Install Locate Wire) y 36 a -37 F C — Foc - Foc Foc 00000s o00o Sew s SeWer —� If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A ff/2" RPC Spare (Install Locate Wire) 0 6 - Three-wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz 32 IEl As Wait wv wv AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A A 2" RPC Spare (Install Locate Wire) —w w �i12" PVc w 12" PVC w Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From G G G The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval 2" RPC Spare (Install Locate Wire) �� EP n e I I cum Curb Curb — From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power A 2" RPC Spare (Install Locate Wire) R p I I one 4;" For The Power Connection Location. The District Shall Be Responsible For All Idaho Afl K U) P Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A 0o ra ig — —Si — Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The Si Si Contractor Shall Be Responsible For All Electrical Permit Fees. FOC 48 I\I ° oc — Pole D — �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect s bd i n Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be l/d W Paid For By Separate Bid Items. -Pole C 24" 24 -2U — �K Refer To School Zone Flasher Signal Plan & Details For Signal Conduit And Conductor 24 Scheduling. 0 4 6' Vin I ence 0, x U W 4> � Q I-------r- A _T ° � � x r Q 3 j— � Grass � 7 � U' O V 14 r. I 1IL n F" Controller Cabinet and I S 6" Service Pedestal Pole A o —G 32 G G fight A 2 4 \ I CUr_7 Curb — P/L — L P/L — — - nc one Conic 1 30 40 I I \ 3 ° 5 K B °° 31 I I I I ras 000 000 I I o00 00 Sly — —Sig S' I— Slg Pole B,__Sig — i i g g Sig �S i I —Isig o0000000 000000. Sig — K I \ I Pole D B 00000000 0000000 00000000 0000000 5 I I 6 � 4 Power V — O e oHP Foc I I �P oC °HFOC t/V1t — = �R/tN R/V — EP EPA EP FOC EP EP I EP FOC 31 y R >> Pole C 24 2 U II \ Signal Cabinet and Pole A/B Area Conduit Layout Pole C/D Area Conduit Layout SCALE: NTS SCALE: NTS TRAFFIC SIGNAL MATERIALS SIGNAL MAST SIGNAL MOUNTING LOCATION SIGNAL MOUNTING FOUNDATION POLE POLE TYPE ARM LUMINAIRE (SIGNAL HEAD NO.) BRACKETS MAST ARM SIGNS SEE TS-1110 0.0' From End (41) Astro Bracket Signal Pole S1-1 (FYG) (48"x48") Pole A Pole Height: 18' 35' N/A 11.0' From End (42) Astro Bracket R10-23 (MOD) (36"x48") D Pole Mounted (43)Pole B - Pedestrian Push Button Pole N/A N/A N/A N/A N/A E Pole Height: 4 10 0.0' From End (81) Astro Bracket 0 20' 40' Signal Pole S1-1 (FYG) (48 x48 ) Pole C Pole Height: 18' 35' N/A 11.0' From End (82) Astro Bracket R10-23 (MOD) (36"x48") D Pole Mounted (83) - Scale: 1" = 20' Pole D Pedestrian Push Button Pole N/A N/A N/A N/A N/A E Pole Height: 4-10 Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill �gS A Q, �4;10 • S H E E T T I T L E 1 4 Revisions: S I G N A T U RES • Pedestrian Hybrid Beacon (Waltman) Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 97 Of 101 SIGNAL HEAD SCHEDULE N O T E S 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And " �� Pole A II III I Exist. Building Installation Requirements. 16 Pedestrian R R Countdown Head �� v �v Pedestrian Push Buttonole Pole Gras Signal Pole 0 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The x Sta: 54+08.7, Off: 54.1'Lt \ Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Sta: 54+04.4, Off: 40.0 Lt x Pole Height: 18 o ° \\ �� \ V� Brought To The Attention Of The Engineer For Clarification. Pole Height: 4'-10" Y �� To of Pole Foundation Most Arm: 45 �, p Elev: 2591.46' x Top of Pole Foundation �: Q " w 3. Ground The PHB Signal And Illumination System In Accordance With The Current Elev: 2592.17' o I Edition Of The NEC And The ACHD Traffic Supplemental Provisions. ° oCenter of Controller Cabinet And I w \ 4. The Locations Of The PHB Signal Cabinet, Service Pedestal And PHB Signal Poles 41 42 43 21P 22P Service Pedestal Foundation 6"Pvc Light iR s RC 'FRR S RC P o Foundations Shall Be Field Verified By ACHD Prior To Installation. ACHD Forces Must — — Naztec Type 5 Signal Cabinet- — — T — — — — Be Notified At Least Two Working Days Prior To Installation. 81 82 83 — �O ) I— — x x — _— — — —� —�——— _ Sta: 53+99.6, Off: 51.6 Ltd Fenc _ __ — —— — 5. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, 18„ 30„ 4 A 12"Pvc 2„ 12"P c k* 14" Cables, Etc. Shown O p n The Traffic Signal Plans Are Approximate Only. It Is Not The 2 w n O Intent Of These Plans To Show The Exact Location Of All Underground Utilities And O W W w W 21P Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All °wa & Existing Utilities With The Respective Owners. Existing Utilities Damaged By The — — w 43 U, Contractor Shall Be Repaired At The Contractors Expense. B oo M A S T A R M S I G N SCHEDULE nc 6. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of —Sig Sig — Sig — Uniform Traffic Control Devices (MUTCD). Sig — — —Sig — ig 2 Si 4 7. Information Shown On This Sheet Is Accurate Only For PHB Signal Improvements. I Inooved a- HP O O Unpaved CROSSWALK CHCHIPOHP CHIP HIP a � I 42 R.SEW MN 8. Regulatory Signs Mounted On PHB Signal Mast Arms Are Incidental To The PHB Signal STOP STOP Post I I Installation And Are Not Paid For Separately. ON FLASHING ON RED RED FOC — FOC FOC — 1 FOC FOC • HEN PROCEED EP L I N D E R ROAD EP EP EP I 41 EP EP EP 9. Refer To The Signing And Pavement Marking Plans For Additional Roadside Mounted IF 0 Se 4" FM Signs Related To The Installation Of The PHB Signal. ew R10-23 (MOD) 53 54 0 55 10. Pedestrian Push Button Extension Arm Shall Be Installed When The Maximum Distance W11-15 36"X48" W — __0 — 9 From Face Of Curb Or Back Of Pedestrian Ramp And Pedestrian Push Button Is 48"X48" O — Greater Than 10 Inches At Any Location. Pedestrian Push Button With Extension Not si To Obstruct Pedestrian Walking Path. G G G G I 81 Wv G If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A Oc Foc —F 1 0 w-1o" PVC _ Three-Wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz Inlet o12„ FOC �C Cur `-- AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A 82 I Con I Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval TRAFFIC SIGNAL L E G E N D _ From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power n —Sig For The Power Connection Location. The District Shall Be Responsible For All Idaho ig ----Si —Sig PRv Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho 21 Signal Head Number _ — _ _ _ 22P Grass�H D— Power Submit Paperwork To The ACHD Utility Coordinator For The Connection A ,8 �2 000 CON COVER 1, Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The B 83 sud Si _ Contractor Shall Be Responsible For All Electrical Permit Fees. FAProject Note Number - _ ° i n \1 Sin Face Number 16" R/iy .ff ! �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect 9 Pole C � Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be Conduit Run Number ® I Signal Pole, W y2 0 2 W 2� oar F Paid For By Separate Bid Items. A Sta: 54+04.7, Off: 40.0'Rt w W I Q W x dar x Fenc x x ' x x x x — Pole Height: 18' Sign 6' Ce _ Mast Arm: 30' 0 c, O Mast Arm And Signal Pole, To of Pole Foundation '� x Si nal Heads ® Junction Box (Type S45T/ADA) o o p g Junction Box (Type S45T ADA — x Elev: 2591.59' Q �� Signal Head With Backplate ■ ( � / ) ` LV With Rlser X Pedestrian Signal Head = Signal Controller Cabinet And z Conc T Most Arm Mounted Sign Service Pedestal �� ° W� O Driveway � x� � � Conduit Group �� - Exist. Building m Junction Box (Type S40T/ADA) �r \ PHASE DIAGRAM Signal Most Arm Length = 45' Signal Most Arm Length = 30' 2.0'-1 F 5.5'� 2.0' Min. 1.0'I �5.5'� 2.0' Min. APS Pushbutton ® R ® R CROSSWALK R R M�R R CROSSWALK STOP STOP ON FLASHING • STOP STOP Y Y ON RED RED ON FLASHING • HEN PROCEED Y OY ON RED RED Not Not CLEAR • HEF CLE REED 01 Used Used 0 41 W11-15 1 42 R10l23 (MOD) 2 W11-15 R10-23 MOD \ 48 X 48 \ \ 36 X 48 O \ 48 X 48 \ \ 36 X 48 )O 81 •� 1 82 2 � 11.0' 43 ® R 11.0' 83 ® R Y Y o � o _0 c c c 02 I Not 06 C) Used L L L a in 0 0 0 i N a J Pedestrian Push Button Pole B L L 06 (/) c '� a C/7 c 00 U U N U N N N Not to Scale U p U N j N O O U O U U O APS Pushbutton Not Not o o 03 Used Used 07 Southbound 06 Northbound 06 Approach Approach LO 0 20' 40' Signal Pole A Signal Pole C Scale: 1" = 20' Not to Scale Not to Scale 04 08 A • S H E E T T I T L E 1 4 Revisions: S I G N A T U RES • Pedestrian Hybrid Beacon (Greenhead) Jo 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACHD Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • 17 y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 98 Of 01 CONDUIT AND CONDUCTOR SCHEDULE N O T E S 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS o � Q Installation Requirements. \ 2 RPC 3-3/0 Copper Or 3-4/0 Aluminum (200A Services) 1 o \ \\\ \ 2. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The Controller Cabinet and C \ \ \ Appropriate Clearance Between Adjacent Utilities. °° T C Service Pedestal V 'fRR STRC Li ht IR S RC o 2 RPC 2-#6, 1-#6 Bare (Signal Cabinet Service) _ — — I r — — — — st _ 3. Ground PHB Signal And Illumination System In Accordance With The Current Edition Of To Pole A x x — The NEC And The ACHD Traffic Supplemental Provisions. — — ——— W od Fence _ . �—— I— — 2 RPC 2-12C, 1-#6 Bare (Vehicle And Ped) -- — -- — -- --- -- ---- 3 2" RPC Spare (Install Locate Wire) �12"P 12'P c 4. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, 2" RPC Spare (Install Locate Wire) 1 a W 30 W 24" W T� A 2" W p 4 Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The p n Intent Of These Plans To Show The Exact Location Of All Underground Utilities And w w w w w Structures. It Is The Responsibility Of The Contractor To Verify The Locations Of All 2" RPC 1-12C, 1-4C, 1-#6 Bare (Vehicle And Ped) �_ Pole B °° °W° & _ R�y� Existing Utilities With The Respective Owners. Existing Utilities Damaged By The 4 Contractor Shall Be Repaired At The Contractors Expense. B 2" RPC 1-4C, 1-#6 Bare (Ped) o,c — — — 5. Information Shown On This Sheet Is Accurate Only For PHB Improvements Only. — —Sig — Sig — Sig — 2" RPC 1-12C, 1-#6 Bare (Vehicle And Ped) Si r(Z Sig — — —Sig a ig 6. Install 1-4C In The AGPS SPI Unit Located In The Pedestrian Signal Head To The 2" RPC Spare (Install Locate Wire) n oHP P OHP HP� Unpaved Corresponding AGPS Push Button Assembly. A6 �OHP n E I R.SEW MN 7. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple Post I �j 2" RPC 1-12C, 1-#6 Bare (Vehicle And Ped) I FOC FOC FOC FOC FOC Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. — — EP L I N D E R ROAD EP EP 32 EP EP EP A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In 2" RPC Spare Install Locate Wire I Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From P ( ) 0 se 4" FM All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid 30 2" RPC Spare (Install Locate Wire) 53 54 6 Sew Items. 55 2" RPC Spare (Install Locate Wire) 0 If Indicated On The Plans Or Directed By ACHD, The Contractor Shall Install A 31 2" RPC Spare (Install Locate Wire) si Three-wire Electrical Service To Be Used At 120/240 Volts, Single Phase, 60 Hertz AC Between The Power Supply And The Service Cabinet. The Contractor Shall Install A G G G G 1�= G — Junction Box A Maximum Of Two (2) Feet From The Power Supply. The Distance From 2" RPC Spare (Install Locate Wire) I 0 WV WV W-10" PVC `� The Power Source To The Service Cabinet Shall Not Exceed 300' Without Approval A 2" RPC Spare (Install Locate Wire) FOClnlet �0C oC ur FOC MC Curb WV From The ACHD Signal Coordinator. The Contractor Shall Coordinate With Idaho Power 12" — For The Power Connection Location. The District Shall Be Responsible For All Idaho A I con I Power Fees Related To Power Supply And Connection. The Contractor Shall Have Idaho 2" RPC Spare (Install Locate Wire) Power Submit Pa erwork To The ACHD Utilit Coordinator For The Connection A 404 k n P Y 2" RPC Spare (Install Locate Wire) Minimum Of Sixty (60) Working Days Prior To Activating The New Power Supply. The °a�ga ig— ---Si =Sig Sig Contractor Shall Be Responsible For All Electrical Permit Fees. PRV B 0 ° GrassyH 0- �g Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect all „ 28" �20^— °°oo CON COVER 1 su d Si � Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be �R o= = �_ R� 0 �i n �t/W= Paid For By Separate Bid Items. 16" W R i w2.� ® I Pole C 2 a 2 ' � dar F la x x x x x x x x x x x Sign = y 6' Cedar Fenc 6' Ceda Fence Z0 oLJJ o LJJ o_ x IX W od Fence I Controller Cabinet and — Pole A 32 Service Pedestal ® ® " 6 1 0 2 31 FOC IFOC FOC �� a I L n — - - - — A o I onq R� 4 oo o0 — — /L _ �� 31 c Q°o --- -_= n 30 I 40 S o o I' 0 i _Si B 7 ig Pole B g 5 1110000000— i Sig — —Sig — —Sig M o — ♦ _ _ oo >> oo FO — ig — — —Sig ♦ o o I SI R01 31 Pole C--- SU d Si 00 ------ OHP OHP _ -�- o 0 o co � o0 I 6 Post Signal Cabinet and Pole A/B Area Conduit Layout Pole C Area Conduit Layout SCALE: NTS SCALE: NTS TRAFFIC SIGNAL MATERIALS SIGNAL MAST SIGNAL MOUNTING LOCATION SIGNAL MOUNTING FOUNDATION POLE POLE TYPE ARM LUMINAIRE (SIGNAL HEAD NO.) BRACKETS MAST ARM SIGNS SEE TS-1110 2.0' From End (41) Astro Bracket Pole A Signal Pole 45' N/A 13.0' From End (42) Astro Bracket W11-15 (48"x48") Pole Height: 18 D R10-23 (MOD) (36 x48 ) Pole Mounted (43) - Pole B Pedestrian Push Button Pole N/A N/A N/A N/A N/A E 0 20' 40' Pole Height: 4-10 1.0' From End (81) Astro Bracket Scale: 1" = 20' Pole C Signal Pole 30' N/A 12.0' From End (82) Astro Bracket W11-15 (48"x48") D Pole Height: 18 R10-23 (MOD) (36 x48 ) Pole Mounted (83) - Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill A 0 o gS 1V 01� • S H E E T T I T L E 1 4 Revisions: • S I G NATU RES • 5 Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 Pedestrian Hybrid Beacon (Greenhead) Jo c0 ON ACFW Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 • ;17 y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 99 Of 01 TRAFFIC SIGNAL LEGEND CONDUIT AND CONDUCTOR SCHEDULE N O T E S 9Signal Head Number 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS Installation Requirements. �A Project Note Number A2" RPC 1-5C, 1—#6 Bare (Vehicle — NB School Zone Flasher) 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The O Sign Face Number Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. AConduit Run Number 3. Ground The School Zone Flashers And Illumination System In Accordance With The Current Edition Of The NEC And The ACHD Traffic Supplemental Provisions. Signal Pole, Mast Arm And Mast 4. The Locations Of The School Zone Flasher Foundations Shall Be Field Verified By ACHD Arm Mounted School Zone Flashers ® Junction Box (Type S-45T/ADA) Prior To Installation. ACHD Forces Must Be Notified At Least Two Working Days Prior To Installation. School Zone Flasher, Two—Section Junction Box (Type S-45T/ADA) Signal Head With 12—Inch Lens With Rlser 5. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, g Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The Signal Controller Cabinet And Intent Of These Plans To Show The Exact Location Of All Underground Utilities And T Most Arm Mounted Sign Service Pedestal Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Existing Utilities With The Respective Owners. Existing Utilities Damaged By The m Junction Box (Type S-40T/ADA) _ — _ _ Conduit Group Contractor Shall Be Repaired At The Contractors Expense. 6. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Uniform Traffic Control Devices (MUTCD). 7. Information Shown On This Sheet Is Accurate Only For School Zone Flasher Improvements. 8. Regulatory Signs Mounted On School Zone Flasher Mast Arms Are Incidental To The School Zone Flasher Signal Installation And Are Not Paid For Separately. I9. The Existing School Zone Flashers Located On Linder Rd Shall Remain In Operation X o X Until The New School Zone Flashers Are Fully Operational. Remove And Salvage / o I Existing School Zone Flasher Signal Poles, Signal Heads, Signs, Pole Mounted Power oService Meter, Breakers and Flasher Controller And All Related Equipment To ACHD Grass X Grass X X crass Signal Shop. Contractor Shall Remove Concrete Foundations Minimum Of 18 Inches Grass Domes Below Finished Grade, Item 1131.01.01.D. Well RCP _ _ _ _ _ _ _ _ _ _ _ X _ _ B _ _ _ _ _ _ B 10. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The HEADGATE ��E•2593.9� X Appropriate Clearance Between Adjacent Utilities. I T ' 11. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple 000000o Ditch _ npave Locate Wire Exists In The Junction Box, y g L — — P/L — — P/L — — P/L ter— P L P L — — P L — — — — P L The Shall Be Bonded Together And Insulated. / x / �rWire — / / / — Drivewa /L P— — wer P/L — — P/L Rp( � A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In —�e� x 4' Wire Fence y 4' Wire Fence g x �� x x X ;,;, oHP OHP o oHP P � Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From OHP OHP OHP role �, 12" CMP o Sign _ — 12" CMP — -- O FOC FOC FOC FOC FOC Foc Foc FnC; FOC FOC � FOC +� All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid F�� FOr FC) FP FOC FFee L I N D E R ROAD F°° °°i °x F°° F°° Items. EP EP FF? FOC FOC V V V V I Y_ FOC FOC CD �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect O Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be 31 312 09! 33 34 i 35 J F1 0 Paid For By Separate Bid Items. 0 Ln + I� Contractor Shall Coordinate With Idaho Power For The Service Disconnect Of Existing w — W— —w 12 PVC W W 12" PVC W W w LO School Zone Flasher At The Weatherhead For Removal Of School Zone Flasher Pole. F2 Contractor Shall Provide Minimum Of Ten (10) Working Days Notice To Idaho Power G EP EP EP EP EP - EP 1 EP EP EP EP EP EP EP - EH EP LH LH For Service Disconnect. hS U) ign F3 10 B I d) MW#3 Sign C 1 i U G FOC FOC — FO OC I F C - - d — d. — ]p d d - - - - —d �� ® Pole A ® crass 10 ® ® Combination Signal & Luminaire Pole Sta: 32+65.3, Off: 32.5'Rt Pole Height: 25' O O Signal Most Arm: 35' O O O f-0 Luminaire Mast Arm: n CTap of Pole Foundation Grass Elev: 2595.87 A F' \i;n„i Fcnra A F' Vinvl Fence MASTARM SIGN SCHEDULE SIGNAL HEAD SCHEDULE Oj SCHOOL SPEED LIMIT 20 Y WHEN FLASHING S5-1 (FYG) Y 24"X48" F1 F2 F3 F4 F5 F6 0 20' 40' Scale: 1" = 20' A • S H E E T T I T L E 1 4 Revisions: • S I G N A T U RES School Zone Flasher Signal Plan & Details J �o Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACl1D Ada Count H hwa District . 3775 Adams Street, Garden City, Idaho, 83714 • ;�� y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 100 Of 101 TRAFFIC SIGNAL LEGEND CONDUIT AND CONDUCTOR SCHEDULE N O T E S 9Signal Head Number 1. Refer To ACHD Standard Traffic Details (TS Series) For Construction Details And NO. CONDUIT CONDUCTORS Installation Requirements. �A Project Note Number A 2" RPC 1-5C, 1—#6 Bare (Vehicle — NB School Zone Flasher) 2. The Contractor Shall Verify And Check All Dimensions And Details Shown On The O Sign Face Number Drawings Prior To The Start Of Construction. Any Discrepancies Shall Be Immediately Brought To The Attention Of The Engineer For Clarification. A11 2" RPC 1-5C, 1—#6 Bare (Vehicle — SB School Zone Flasher) Conduit Run Number 3. Ground The School Zone Flashers And Illumination System In Accordance With The Current Edition Of The NEC And The ACHD Traffic Supplemental Provisions. Signal Pole, Mast Arm And Mast 4. The Locations Of The School Zone Flasher Foundations Shall Be Field Verified By ACHD Arm Mounted School Zone Flashers ® Junction Box (Type S-45T/ADA) Prior To Installation. ACHD Forces Must Be Notified At Least Two Working Days Prior To Installation. School Zone Flasher, Two—Section Junction Box (Type S-45T/ADA) Signal Head With 12—Inch Lens With Rlser 5. Locations Of Existing Underground Structures And Utilities Such As Pipelines Conduits, g Cables, Etc. Shown On The Traffic Signal Plans Are Approximate Only. It Is Not The Signal Controller Cabinet And Intent Of These Plans To Show The Exact Location Of All Underground Utilities And T Most Arm Mounted Sign Service Pedestal Structures. It Is The Responsibly Of The Contractor To Verify The Locations Of All Existing Utilities With The Respective Owners. Existing Utilities Damaged By The m Junction Box (Type S-40T/ADA) _ — _ _ Conduit Group Contractor Shall Be Repaired At The Contractors Expense. 6. All Traffic Control Devices Shall Conform To The Latest Edition Of The Manual Of Uniform Traffic Control Devices (MUTCD). 7. Information Shown On This Sheet Is Accurate Only For School Zone Flasher U) I I Asphalt Improvements. Qz S n \ I t4'PIRR 6'.Vinyl Fence 8. Regulatory Signs Mounted On School Zone Flasher Mast Arms Are Incidental To The Q O PHB Controller Cabinet and IPole B �/d _ H J ,� �� P — P 6' VinFenc�� — School Zone Flasher Signal Installation And Are Not Paid For Separately. Service Pedestal �� — �L -Combination Signal & Luminaire Pole Sta: 40+14.6, Off: 32.5'Lt 6' ® 9. The Existing School Zone Flashers Located On Linder Rd Shall Remain In Operation w J 6' Grass 6" 6' Grass 6' 0 6> G ssCC' 8 Pole Hei ht: 25 _0 0 0 6" 0 9 ———— Until The New School Zone Flashers are Fully Operational. Remove And Salvage Light P —� �P L� �— P — �� P ° _ Signal Most Arm: 35'7 —� Existing School Zone Flasher Signal Poles, Signal Heads, Signs, Pole Mounted Power tic x N > - W I W 1 W w � W f Luminaire Most Arm- 15'— — Service Meter, Breakers and Flasher Controller And All Related Equipment To ACHD Top of Pole Foundation Signal Shop. Contractor Shall Remove Concrete Foundations Minimum Of 18 Inches B — — — — — — — — — — — — — ® _ ost B p ° Fi dr s MH I I H Elev: 2595.94 Below Finished Grade, Item 1131.01.01.D. r I si Sig N Sig g — I 1 10. The Conduit Layout Shown Is Schematic. The Contractor Shall Maintain The }' g w — — ' Si ' Appropriate Clearance Between Adjacent Utilities. NPUWEr -2 ZA-YO + ap IE:2591.99( 2") 1 1 A�aw til AERIAL - Cn x x x Sig N Power MH AYo Q 11. Install One Locate Wire (No. 12 Copper THWN, Green) In Each Conduit. Where Multiple R- 12" CINDER ROAD I B F6 r i o e off C C)HP �� 11 � o e r��, Rgc — �e� - off Locate Wire Exists In The Junction Box, They Shall Be Bonded Together And Insulated. — FOC + EP > EP EP FOC EP —F0C EP fn EP — EP� — Ep Sign FOC 1 A Single Locate Wire Shall Be Installed To The Service Pedestal. All Locate Wire In FOC SSMF�) I I IE:2592. 8 12") FOC Foc Cabinets And Junction Boxes Shall Be Labeled As "Locate Wire" And Insulated From EP IM:2594. EP F5 All Metallic Items And Ground Potential Sources, Incidental To Other Traffic Signal Bid CD FPIE:25 14:2594. N 12" — -1 Items. ' 36 I;226(Nl F C FOC 3- FOC FOC 39 O� — — FOC FOC F4 �B Refer To Illumination And Interconnect Plan Sheets For Illumination And Interconnect LO _ ° .... o'°°s° sew 8 Se er Sew Sew Improvements. Luminaire Poles & Fixtures, Conduit, Junction Boxes And Cabling To Be + — °°°°°°°°°°°��° Paid For By Separate Bid Items. I� wv wv C'7 W 12" PVC W 12" PVC Asphalt W W W W W H I G G W G G G G �H Refer To Pedestrian Hybrid Beacon Plan & Details, Sheets 98-99 For Signal Conduit And Conductor Scheduling. � �I_ 2 n e Cures Curb 48" SSMHCurb Curb 4le010-135 B IContractor Shall Coordinate With Idaho Power For The Service Disconnect Of Existing p LET I I one one 595.10 � c nc 48' s MH on School Zone Flasher At The Weatherhead For Removal Of School Zone Flasher Pole. :2 5(E) Contractor Shall Provide Minimum Of Ten (10) Working Days Notice To Idaho Power r0 2 s) Sig — —Si — — Sig — For Service Disconnect. (>� 8 Si Sig — — 2 _ B 48" I\1 _ o _ IE:2587.68( _ _ B Driveway G veI _ _ _ _ J❑ Contractor Shall Install New School Zone Flasher Controller/Clock In PHB Traffic Signal oc s bd i n Asphalt Cabinet Located At Linder/Waltman, Incidental To Item 1131.01.01.61 .�.1—.,.— 1 7 S, f d R/W — — H Q 24" U 24„ 27 v `✓ O 2•VI J i V -a - 6' Vin 1 ence Wo 24" x _ X I 7 I I /\ Cedar Fence h ^ + C cD 15' Luminaire Most Arm With LED Fixture Signal Mast Arm Length = 35' 13.5' 5.5' 5.5'�1 2.5 SCHOOL �J SPEED Q TRAFFIC SIGNAL MATERIALS 0 2 0 O SIGNAL MAST SIGNAL MOUNTING LOCATION SIGNAL MOUNTING FOUNDATION FL WHEN NG POLE POLE TYPE ARM LUMINAIRE (SIGNAL HEAD NO.) BRACKETS POLE MOUNTED SIGNS SEE TS-1110 Pole A 0 F2 S5-1 (FYG)O F3 24 X 48 scHooL Combination Signal And 2.5' From End (F1) Astro Bracket Pole A Luminaire Pole 35> 15 ( ) S5-1 (FYG) (24"x48")Most Arm 13.5' From End F2 Astro Bracket .� D S5-1 (FYG) SPEED 10OW LED Fixture S5-1 FYG 24 x48 Pole Mounted Pole B F4 F5 „ X 48„ O1 F6 S5-1 (FYG) O LIMIT Pole Height: 25' 24.5 From End (F3) Astro Bracket (FYG) ( ) ( ) 24 24" X 48" 1 20 -0 = 11.0 FLASHING Pole B Luminaire Pole ' 15 Mast Arm o WHEN Combination Signal And 2.5' From End (F4) Astro Bracket 0 C, S5-1 (FYG) (24 x48 ) 35 100W LED Fixture 13.5 From End (F5) Astro Bracket S5-1 (FYG) (24 x48 ) (Pole Mounted) D Pole Height: 25' 24.5 From End (F6) Astro Bracket -p N N -0 N N Note: The Backfill For The Pole Foundations Shall Be Controlled Density Fill 06 CD 0 �• � LL !_ � 1 LL !_ N L U U N > > N > L U O O U O a> C) 0 20' 40' Scale: 1" = 20' Combination Signal & Luminaire Poles A & B _ _ ass A �N�f Not to Scale • S H E E T T I T L E 1 4 Revisions: S I G NATU RES School Zone Flasher Signal Plan & Details J �o Design By: Precision Date: 06/2024 Drawn By: Precision Date: 06/2024 CO ON ACM Ada Count Highway District . 3775 Adams Street, Garden City, Idaho, 83714 0 17 y g y www.achdidaho.org Project Number : 522038 Project Name : Linder Rd , Overland Rd To Franklin Rd Sheet 101 Of 01 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Ustick Road, Ten Mile to Linder Road Cost Share Permit with ACHD ADA COUNTY HIGHWAY DISTRICT COST SHARE PERMIT 3775 Adams Street ACHD Contact Person: Garden City, Idaho 83714 Supervisor— ACHD Phone (208) 387-6280 Development Review 4ex— Facsimile (208) 387-6289 Name: Air3775 Adams Street connecting you to mare Garden City Idaho 83714 Phone: 208 387-6177 Date of Permit: ACHD Project No.: 521052 Permit No.: 044 Capitalized terms that are not defined in this Permit shall have the meanings given to them in the ACHD Cost Share Ordinance No. 215. . PERMITTEE INFORMATION This permit is granted to: Partnering Agency Contact Person: City of Meridian Caleb Hood/Mike Barton Phone: 208-884-5533 Email: choodgmeridiancity.org mbarton(&meridiancity.org IL ROAD PROJECT AND APPROVED NON-TRANSPORTATION COMPONENTS Name/Location of ACHD Road Project: Ustick, Ten Mile to Linder. ACHD Project 521052 as depicted in the project plans attached hereto and incorporated herein as Exhibit A. Approved Non-Transportation Components: Pursuant to this Permit, ACHD authorizes, and, as a condition of issuing this Permit, requires City to design, construct, and perpetually maintain the following Non-Transportation Components: 1) Design, Construction, and Perpetual Maintenance of the followin& • Interim landscaping installed between back of curb and front of MUP adjacent to County Parcel 50435346665; • City will install and maintain permanent landscaping materials when Property is developed; • Landscaping Landscgping improvements along already developed parcels on the street side of the Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 1 of 11 sidewalk/future MUP will be repaired and/or replaced where possible and the adjacent owner/HOA will maintain per the subdivision requirements; • Low-maintenance landscaping within the center medians and that Ardurra will assist with median designusing ACHD's current contract); • Construction of continuous lighting along the Project, and • Required sleeves, conduit, and junction boxes where applicable. ACHD authorizes and requires the buffer space area along the Project, the interim landscaping between back of curb and the front of MUP adjacent to County Parcel SO43534665 wherein City will install and maintain permanent landscaping when County parcel SO43534665 is developed, the landscaping improvements along already developed parcels on the street side of the sidewalk/future MUP will be repaired and/or replaced and maintained by the adjacent owner/HOA per the subdivision requirements, the low-maintenance landscaping within the city medians and the continuous lighting along the Project. In accordance with Ordinance 215, the foregoing light poles, control cabinet and conduit are referred to as the"Non-Transportation Components." III. ACQUISITION OF RIGHT-OF-WAY OR REAL PROPERTY MM Conditions of acquisition/contribution of right-of-way or real property by Partnering Agency and/or reimbursement to ACHD by Partnering Agency for said acquisition: None. ACHD has already acquired or is in the process of acquiring the right-of-way necessary to incorporate the Non-Transportation Components into the Project. Therefore, the acquisition of real property is not required of the Partnering Agency and is not part of the Non-Transportation Components. IV. DESIGN OF NON-TRANSPORTATION COMPONENTS Party responsible for obtaining plans/design for Non-Transportation Components: Partnering Agency shall be responsible for obtaining approval of the plans/designs of the Non- Transportation Components, which shall consist of designs for landscaping and street lighting described in Section II. The Partnering Agency shall submit the plans/designs of the Non-Transportation Components and receive approval from ACHD as to the plans/designs prior to installation. Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 2of11 If Partnering Agency is responsible for providing plans/design, deadline for submitting plans/designs to ACHD for approval: With the exception of the cost of designing the median landscaping, the Partnering Agency shall be solely responsible for all design costs for the Non-Transportation Components, if any. Partnering Agency shall receive no credits in connection with the design costs for the Non-Transportation Components other than a credit for the stamped concrete and base materials costs ACHD would incur in the amount stated in the Cost Share Application of$207,000.00 for installation of landscaping materials in the center median island which measures 18,064 sf. Such credit is based upon estimated cost of stamped/patterned concrete, and base material which ACHD would incur if median islands were not landscaped. The estimated unit price of stamped and patterned concrete of$11.45 SF is based on current ACHD bid averages. Additional conditions: All designs/plans submitted by Partnering Agency must comply with (i) established engineering standards, including the Idaho Standards for Public Works Construction (ISPWC); (ii) the American Association of State Highway and Transportation Officials ("AASHTO'); (iii) the Cost-Share Ordinance No. 215; (iv) all adopted ACHD rules, regulations, and policies; and (v) all state and federal laws. No designs shall be considered final until they are approved in writing by ACHD. Any modifications to the deadlines set forth above must be approved in writing by ACHD. By approving such design or construction of the Non-Transportation Components to the extent such Non-Transportation Components were not designed or constructed by ACHD. Allocation of design costs for Non-Transportation Components (including, if applicable, any credits provided to Partnership Agency and application of any federal funding) and for reimbursement, if applicable: With the exception of the cost of designing the median landscaping, the Partnering Agency shall be solely responsible for all design costs for the Non-Transportation Components, if any. The Partnering Agency shall not be credited under this Permit for costs incurred for the design of the Non-Transportation Components other than a credit for the stamped concrete and base materials costs ACHD would incur in the amount stated in the Cost Share Application of$207,000.00 for installation of landscaping materials in the center median island which measures 18,064 sf. Such credit is based upon estimated cost of stamped/patterned concrete, and base material which ACHD would incur if median islands were not landscaped. The estimated unit price of stamped and patterned concrete of$11.45 SF is based on current ACHD bid averages. V. CONSTRUCTION OF NON-TRANSPORTATION COMPONENTS Description of construction work approved by ACHD to be completed by Partnering Agency (if applicable): (In addition to description, refer to designs and plans attached to this Permit as Exhibits, if applicable. If designs and plans are not complete at the time of issuance of this Permit, they must be approved in writing by ACHD and shall be incorporated into this Permit.) Additional conditions: (1) Partnering Agency will not allow any liens to attach to any right-of-way, improvements, or any other property of ACHD as a result of any labor performed or materials supplied in connection with the construction of the Non-Transportation Components. (2) Partnering Agency shall be res onsible or obtaining all permits required by ACHD in connection with any construction of the Non- Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 3of11 Transportation Components. (3) Partnering Agency's construction shall not negatively impact ACHD's construction of the Transportation Components or ACHD's Road Project schedule in any way. (4) Any amendment to the designs and plans must be approved in writing by ACHD. (S) All construction of the Non-Transportation Components shall be in accordance with the designs/plans approved by ACHD. (6) All construction by Partnering Agency will comply with (i) established engineering standards including the Idaho Standards for Public Works Construction (ISPWC); (ii) the American Association of State Highway and Transportation Officials (AASHTO'); (iii) the Cost Share Ordinance No. 215; (iv) all adopted ACHD rules, regulations and policies; and(v) all state and federal laws. If Partnering Agency is responsible for all or a part of the construction of the Non-Transportation Components: a. Date for submitting Partnering Agency's contractors and engineers to ACHD for approval: b. Date for submitting Partnering Agency's contractors' and engineers' estimates to ACHD approval: c. Date for submitting Partnering Agency's contractors' and engineers' contracts to ACHD for approval: Any modifications to the deadlines set forth above must be approved in writing by ACHD. Allocation of construction costs for Non-Transportation Components, reconstruction costs of Transportation Components necessitated by the incorporation of Non-Transportation Components into the Road Project, ACHD construction, maintenance, administration, and overrun costs (including, if applicable, any credits provided to Partnering Agency and application of any federal funding), and time for reimbursement,if applicable: Partnering Agency shall be solely responsible for all construction costs of the Non-Transportation Components, whether ACHD or Partnering Agency performs such construction. Partnering Agency shall receive no credits in connection with the construction of the Non-Transportation Components other than a credit for the stamped concrete and base materials costs ACHD would incur in the amount stated in the Cost Share Application of$207,000.00 for installation of landscaping materials in the center median island which measures 18,064 sf. Such credit is based upon estimated cost of stamped/pattemed concrete, and base material which ACHD would incur if median islands were not landscaped. The estimated unit price of stamped and patterned concrete of$11.45 SF is based on current ACHD bid averages. If ACHD performs the construction of the Non-Transportation Components, then Partnering Agency shall reimburse ACHD for the actual costs of all materials used, the cost of the relocation of any utilities necessitated by installation of the Non-Transportation Components, including but not limited to the construction costs of sleeves, conduit, and junction boxes where applicable. Payment by Partnering Agency shall be made to ACHD within 30 days following submission of any invoice by ACHD to Partnering Agency identifying such charges. Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 4of11 Relocation of utilities to be completed by Partnering Agency (if any): Partnering Agency shall be solely responsible for the cost of relocating any utilities required in connection with the placement, incorporation, or construction of the Non-Transportation Components. Storm water provisions (if applicable): The (what is being constructed) within ACHD's project shall be designed so as to prevent storm water from accumulating and ponding. Additional conditions: Upon a determination by ACHD that the incorporation into the Road Project of Partnering Agency's Non-Transportation Components will have an adverse effect on storm water quantity or quality, Partnering Agency shall be solely responsible for either mitigating or funding the mitigation of any such adverse effects in a means determined by or acceptable to ACHD. Schedule for completion of Road Project: At this time, ACHD's schedule for completion of the Transportation and Non-Transportation Components of the Road Project completion is unknown but estimated to be sometime in 2024/2025. VI. MAINTENANCE OF NON-TRANSPORTATION COMPONENTS :7 Maintenance requirements of Non-Transportation Components by Partnering Agency: Partnering Agency shall be, and is hereby, granted a non-exclusive, revocable license to maintain, repair, and replace the Non-Transportation Components, subject to the provisions of this Permit and during the term of this Permit. This includes the perpetual maintenance, repair, and replacement of the landscaping and street lighting described in Section H. Partnering Agency shall cause the Non-Transportation Components to be operated and maintained in good functioning order during the term of this Permit, in accordance with applicable law, the approved designs/plans, Partnering Agency's landscaping and street lighting standards and specifications, and industry standards. This obligation includes, without limitation, grass and lawn care, pruning or replacement of gravel, trees, and shrubs, clean up of litter and debris, weed removal, and application for shrubs and trees, and groundcover, as applicable. Any replacement and/or installation by Partnering Agency of additional improvements shall be accomplished in accordance with designs, plans, and specification approved in advanced an in writing by ACHD, in its discretion, and as required to satisfy applicable laws, its policies, and good engineering and landscaping practices. Additional conditions: Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 5of11 1. This Permit does not extend to Partnering Agency the Right to use any part of the ACHD Road Project area to the exclusion of ACHD for any use within its jurisdiction, authority, and discretion or of others to the extent authorized by law. 2. In accessing any part of the Road project that has been accepted as an open public highway (as the term "highway" is defined in Idaho Code Section 40-109(5), Partnering Agency's authorized use is subject to the rights of the public to use the highway. 3. The rights granted hereunder are subject to and subordinate to the rights of holders of easements of records and the statutory rights of utilities to use the right-of-way. 4. This Permit does not preclude or impede the ability of ACHD to enter into or grant easements or license agreements allowing third parties to access the Road Project area, or the ability of ACHD to redesign, reconstruct, relocate, maintain, and improve the Road Project and right-of-way as it determines necessary, in its sole discretion. S. In consideration of the license granted by this Permit, Partnering Agency expressly covenants and agrees that the license granted herein is temporary and merely a permissive use of the ACHD right- of-way pursuant to the terms of this Permit. Partnering Agency assumes the risk that the license granted herein may be terminated before Partnering Agency has realized the economic benefit of the cost of installing, constructing, repairing, or maintaining the Non-Transportation Components, and by signing and accepting this Permit, Partnering Agency hereby waives and estops itself from asserting any claim, including damages or reimbursement, that the license is in any way irrevocable because partnering Agency has expended funds on the Non-Transportation Components and the Permit has not been in effect for a period sufficient for Partnering Agency to realize the economic benefit from such expenditures. 6. In the event Partnering Agency fails to replace, repair, maintain, and care for the Non- Transportation Components, ACHD shall have the following remedies in addition to any other recovery in law or in equity,provided that ACHD first gives Partnering Agency 30 days'notice and Partnering Agency fails to remedy such failure: (i)ACHD may revoke this Permit; (ii)ACHD may replace, maintain, and/or care for the Non-Transportation Components, and Partnering Agency shall reimburse ACHD fully for all associated costs; (iii) ACHD may remove, alter, redesign, or reconstruct the Non-Transportation Components or any part of the ACHD Road Project (including without limitation the right-of-way), or in the case of landscaping, replace the Non-Transportation Components with hardscape, and Partnering Agency shall reimburse ACHD fully for all associated costs; and (iv) ACHD may refuse to issue any further Cost Share Permits or any other permits for future ACHD Road Projects until Partnering Agency complies with the conditions of the Permit. In addition, in the event of an emergency caused by Partnering Agency's failure to perform required maintenance, ACHD may immediately perform any and all emergency repairs or take other measures in connection with an emergency and Partnering Agency shall reimburse ACHD fully for all associated costs. VIL TERM Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 6of11 Term of Permit: This Permit shall be perpetual, until terminated or revoked pursuant to the provisions of this Permit. Upon termination or revocation of this Permit, upon the request of ACHD, Partnering Agency will either, as directed by ACHD, (i) promptly remove the Non-Transportation Components and restore the underlying area to at least the condition present as of the date of this Permit repairing and restoring all portions of ACHD's right-of-way, personal property, and real property, if any, that are damaged during such removal activities; or (ii) reimburse ACHD for its cost of redesigning, replacing, and/or reconstructing the right-of- way or real property underlying the Non-Transportation Components. Any portion of the Non- Transportation Components that remain in ACHD right-of-way or on ACHD real property 90 days after termination or revocation of this Permit shall be deemed abandoned, and ACHD shall have the right to remove them or redesign, replace, and reconstruct the right-of-way or real property underlying them and charge all costs to Partnering Agency. VII. ADDITIONAL PROVISIONS APPLICABLE TO PROJECT Additional provisions: This permit provides terms upon which the incorporation of the Non-Transportation Components into the Road Project is approved. IX. GENERAL CONDITIONS OF PERMIT 1. This Permit is issued conditioned on the Partnering Agency's compliance with ACHD's Cost Share Ordinance No. 215, the terms and conditions of this Permit and all applicable ACHD policies, standards and specifications and all certifications made by the Partnering Agency's pursuant to this Permit. 2. This Permit is subject to the provisions of state and federal law and all ACHD Ordinance, including but not limited to the Cost Share Ordinance No. 215, in effect as of the date of issuance of this Permit and those that may be adopted after the issuance of this Permit (the "Applicable Law"). In the event of any conflict between this Permit and Applicable Law, Applicable Law shall govern. In the event that any part of the obligations of the Partnering Agency or of ACHD in connection with this Permit or the Road Project are determined to be illegal or unenforceable by a court of competent jurisdiction, the remaining obligations of the Permittee set forth in this Permit shall still be applicable. Further amendments and restatements of the Cost Share Ordinance shall not be applicable to this Permit. 3. If any portion of the ACHD Road Project (including without limitation any portion of the right-of-way and ACHD personal property therein) is damaged as a result of Permittee's action or inaction with regard to the construction, operation, and/or maintenance of the Fiber Optic Facilities or the failure or neglect to construct, operate, and/or maintain the Fiber Optic Facilities, then the Permittee shall, at its sole cost and expense, correct such deficiency and restore the area to the same condition it was in prior thereto, and if Permittee or its successors or assigns shall fail or neglect to commence such correction Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 7of11 and restoration within twenty-four (24) hours of notification thereof, ACHD may proceed to do so, in which event Permittee shall reimburse ACHD for the costs and expenses thereof, including, without limitation, reasonable compensation for the use of staff and equipment of ACHD. 4. Partnering Agency shall be liable to ACHD for any and all damages, fines, fees, obligations to third parties, costs, expenses, attorney fees, or any other liabilities whatsoever directly resulting from the Partnering Agency's failure to comply with any provision of this Permit and/or Cost Share Ordinance No. 215. Without limiting the foregoing in any manner, in the event Partnering Agency fails to comply with any provision of this Permit, then following any applicable notice and opportunity to cure set forth herein, ACHD shall have the right, in addition to all other rights and remedies elsewhere in this Permit, to redesign, replace, and/or reconstruct the Non Transportation Components and/or the right-of-way or real property underling the Non-Transportation Components, and in such event, Partnering Agency shall reimburse ACHD for all associated cost. The obligations in this Section shall survive the expiration, revocation, and/or cancellation of this Permit for any reason. 5. Partnering Agency may delegate any of its responsibilities hereunder to any third party so long as it gives prior written notice to ACHD that specifies in detail what responsibilities are being delegated and identifies the third party. Notwithstanding any delegation to a third party, the Partnering Agency shall remain and shall be ultimately responsible for the third party's compliance with the terms of this Permit, and no delegation shall absolve Partnering Agency of any duties or obligations of this Permit in any way. In addition, Partnering Agency fully assumes all legal risks of determining whether any such delegation is property under applicable law and/or regulations, and shall not be absolved of any responsibilities under this Permit if it is unable to complete or maintain any such delegation for any reason. 6. Partnering Agency will protect, defend, indemnify, and hold ACHD and its officers, directors, employees, members, and agents harmless from and against any and all liability, suits, losses, damages, claims, actions, costs, and expenses of any nature, including court costs and attorney fees, arising from or out of any acts or omissions of the Permittee, its agents, or contractors related to or in connection with the Non-Transportation Components and the exercise of any privileges or performance of any obligations by the Partnering Agency pursuant to the terms of this Permit. Partnering Agency's obligations in this Section shall survive the expiration, revocation, and/or cancellation of this Permit for any reason. 7. In the event the Non-Transportation Components will or may necessitate future maintenance, repair, relocation, or replacement that is not subject to this Permit, ACHD shall in its discretion issue Partnering Agency an amended or an additional Cost Share Permit to perform such work. 8. ACHD shall at all times have the right to relocate, reconstruct, remove, or redesign any and all improvements that are part of the Road Project. ACHD will use its best efforts to advise Partnering Agency of any anticipated actions within the Road Project that would be likely to cause a relocation, modification, or other adaptation of any of the Non-Transportation Components, and the parties, to the extent reasonably possible, shall agree to a priority schedule regarding the same and shall attempt to cooperate with respect to planning and coordination as related to any such relocation, modification, or other adaptation of any of the Non-Transportation Components. If ACHD ultimately determines that any part of the Road project must be relocated, reconstructed, removed, or redesigned, then Partnering Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 8of11 Agency, at its sole cost and expense, shall be responsible for relocating, reconstructing, removing, or redesigning the Non-Transportation Components, as required by ACHD, which shall be accomplished by the Partnering Agency according to designs,plans, and specifications approved by ACHD in writing prior to any such work. Partnering Agency may also elect to remove all or a part of the Non- Transportation Components in lieu of any relocation, modification, or adaptation. Partnering Agency assumes any and all costs of itself and ACHD relating to any future relocation of the Non- Transportation Components. 9. ACHD shall at all times have the right to revoke this and any other Permit granted to the Partnering Agency to access the Highway or public right-of-way or real property. In addition, ACHD may immediately perform any and all emergency repairs or take other measures in connection with an emergency, in which case the Partnering Agency shall reimburse ACHD fully for all associated costs. 10. This Permit shall immediately be revocable and/or cancelable by ACHD by providing written notice to the Partnering Agency upon the occurrence of any of the following: (i) a determination by ACHD that any of the information submitted by the Partnering Agency in the Cost Share Application is false or inaccurate in any manner; (ii) a determination by ACHD that the Partnering Agency has failed to comply with any term or provision of this Permit; (iii) a determination by ACHD that the Partnering Agency has failed to replace, maintain, and/or care for the Non-Transportation Components, as required by the terms of this Permit. Except in an emergency situation, ACHD shall provide the Partnering Agency with thirty (30) days notice of the issue and an opportunity to comply prior to exercising such rights. 11. The issuance of this Permit shall in no way obligate ACHD to provide Partnering Agency with additional permits or rights, nor shall ACHD be obligation to utilize provisions or rights set forth in this Permit in connection with additional permits or rights that it may elect to provide to Partnering Agency in the future. 12. All exhibits and any addenda to this Permit are incorporated herein. 15. This Permit is conditioned upon the signature of ACHD and the Permittee below. SIGNATURES Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 9of11 This Cost Share Permit is issued by the Ada County Highway District on the date set forth above: Ada County Highway District: The person signing below represents that he or she has the authority on behalf of ACHD to issue this Permit and bind ACHD to the terms set forth herein. By: Ryan Head Its: Director Acceptance/certification by Permittee: The person signing below represents that he or she has the authority on behalf of the Partnering Agency to accept and agree to the terms of this Permit and bind the Partnering Agency to the terms set forth herein. By: Robert E. Simison 1-7-2025 Its: Mayor By: Chris Johnson, City Clerk 1-7-2025 Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 10 of 11 EXHIBITS Cost Share Application: City of Meridian Ustick, Ten Mile to Linder 11 of 11 W IDIAN� AGENDA ITEM ITEM TOPIC: Quit Claim Deeds for Settlers Park Property Boundary Adjustment C� fIEN .D L4,, MEMO TO CITY COUNCIL Request to Include Topic on the City Council Consent Agenda From: Mike Barton, Parks &Recreation Meeting Date: January 7, 2025 Presenter: Consent Agenda Estimated Time: Consent Agenda Topic: Settlers Park Property Boundary Adjustment Background: The current Settlers Park property has three sperate lots. One lot is the main park area including the water tank, another is a narrow strip behind the baseball fields on the west side of the park and the other is the recently purchased property along Venable Ave.We wish to create one lot for the park and another for the water tank that can be transferred to Public Works and booked as an enterprise fund property should there be a desire to do so. The property boundary adjustment process requires new deeds to be approved by Council for the Mayor to sign. Council Action: Approve this agenda item authorizing the Mayor to sign the new deeds for Settlers Park. ADA COUNTY RECORDER Trent Tripple 2025-001023 BOISE IDAHO Pgs=3 BONNIE OBERBILLIG 01/08/2025 08:04 AM When recorded, please return to: CITY OF MERIDIAN, IDAHO NO FEE City of Meridian Attn: City Clerk 33 E Broadway Ave Meridian, Idaho 83642 QUITCLAIM DEED (PBA SETTLERS PARK - PARCEL 1 - COM to COM) For Value Received, the City of Meridian, an Idaho municipal corporation, also shown of record as CITY OF MERIDIAN, IDAHO, a Municipal corporation ("Grantor"), does hereby convey, release, remise and forever quitclaim unto the City of Meridian, an Idaho municipal corporation, whose address is 33 East Broadway Avenue, Meridian, Idaho 83642 ("Grantee"), the premises described on Exhibit A ("Property"), which is attached hereto and made a part hereof, together with all appurtenances relating to the Property. Dated January 7th 20 25 GRANTOR: City of Meridian, an Idaho municipal corporation By: r F oo . Si to l Mayor / �ac- At st by C s Joh� ova., ity Clerk STATE OF IDAHO ) )SS. County of Ada ) This record was acknowledged before me on 1-7-2025 (date), by Robert E. Simison and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk, respectively. CHARLENE WAY Signature of Notary Publi . COMMISSION No. 67390 My Commission expires: 3-28-2028 NOTARY PUBLIC STATE OF IDAHO QUITCLAIM DEED—PBA—SETTLERS PARK PARCEL 1 EXHIBIT A Legal Description Settlers Park - Parcel 1 A parcel being Lot 11 of Block 25 of Cedar Springs Subdivision No. 3 as shown in Book 88 of Plats on Pages 10198 through 10201, records of Ada County, Idaho, and a portion of the SE % of Section 36, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at a Brass Cap monument marking the southwest corner of said SE %, from which a Brass Cap monument marking the southeast corner of said SE % bears S 89019'39" E a distance of 2662.39 feet; Thence along the southerly boundary of said SE % S 89°19'39" E a distance of 596.92 feet to a point; Thence leaving said southerly boundary N 0040'21" E a distance of 48.00 feet to a point on the northerly right-of-way of W. Ustick Road and the POINT OF BEGINNING; Thence leaving said right-of-way N 0053'41" E a distance of 393.45 feet to a point marking the southeast corner of said Lot 11 of Block 25 of Cedar Springs Subdivision No. 3; Thence along the boundary of said Lot 11 of Block 25 the following described courses: Thence N 88°35'36" W a distance of 133.71 feet to a point; Thence N 59029'53" W a distance of 182.80 feet to a point; Thence N 89032'09" W a distance of 279.13 feet to a point; Thence N 0°27'43" E a distance of 824.46 feet to a point; Thence S 89032'07" E a distance of 435.54 feet to a point; Thence S 77°39'57" E a distance of 153.56 feet to a point marking the northeast corner of said Lot 11 of Block 25; Thence leaving said boundary of Lot 11 of Block 25 and along the southerly boundary of said Cedar Springs Subdivision No. 3 and the southerly boundary of Cedar Springs Subdivision No. 2 as shown in Book 86 of Plats on Pages 9732 through 9734, records of Ada County, Idaho, S 89014'33" E a distance of 1596.56 feet to a point on the westerly boundary of Mulberry Subdivision as shown in Book 106 of Plats on Pages 14586 and 14587, records of Ada County, Idaho; Thence along said westerly boundary S 0051'17" W a distance of 200.59 feet to a point marking the southwest corner of said Mulberry Subdivision; Thence along the southerly boundary of said Mulberry Subdivision S 89°10'51" E and the southerly boundary of said Cedar Springs Subdivision No. 2 a distance of 435.10 feet to a point on the westerly right-of-way of N. Meridian Road; Thence along said westerly right-of-way the following described courses: Lind bilutions Settlers Park PBA—Parcel 1 (, land Surveying and Consulting Job No.24-45 Page 1 of 2 Thence S 0051'17" W a distance of 115.66 feet to a point; Thence S 5'59'19" W a distance of 134.08 feet to a point; Thence S 0'51'17" W a distance of 71.07 feet to a point; Thence S 7°47'04" W a distance of 84.78 feet to a point; Thence S 2'01'18" W a distance of 283.35 feet to a point; Thence S 0°51'17" W a distance of 135.43 feet to a point; Thence S 5'59'19" W a distance of 78.23 feet to a point; Thence S 0051'17" W a distance of 139.88 feet to a point; Thence S 34'58'10" W a distance of 42.56 feet to a point on the northerly right-of-way of W. Ustick Road; Thence along said northerly right-of-way N 89019'39" W a distance of 330.82 feet to a point; Thence leaving said northerly right-of-way N 0°31'46" E a distance of 180.58 feet to a point; Thence N 89°46'47" W a distance of 119.01 feet to a point; Thence N 78011'07') W a distance of 37.44 feet to a point of curvature; Thence a distance of 133.72 feet along the arc of a 75.75 foot radius curve left, said curve having a central angle of 101°08'32" and a long chord bearing S 51°14'37" W a distance of 117.02 feet to a point of tangency; Thence S 0°40'21" W a distance of 112.56 feet to a point on said northerly right-of-way; Thence along said northerly right-of-way N 89'19'39" W a distance of 1404.34 feet to the POINT OF BEGINNING. This parcel contains 67.62 acres and is subject to any easements existing or in use. Clinton W. Hansen, PLS O�p,L LANo Land Solutions, PC �� S T R GPG November 11, 2024 0 m 11118 'A I 1 t k <X�TTF 0 F \O �C� ON W NP LaiESolutdons Settlers Park PBA-Parcel 1 —Land Sunveying and Consulting Job No.24-45 Page 2 of 2 ADA COUNTY RECORDER Trent Tripple 2025-001024 BOISE IDAHO Pgs=2 BONNIE OBERBILLIG 01/08/2025 08:04 AM When recorded, please return to: CITY OF MERIDIAN, IDAHO NO FEE City of Meridian Attn: City Clerk 33 E Broadway Ave Meridian, Idaho 83642 QUITCLAIM DEED (PBA SETTLERS PARK - PARCEL 2 - COM to COM) For Value Received, the City of Meridian, an Idaho municipal corporation, also shown of record as CITY OF MERIDIAN, IDAHO, a Municipal corporation ("Grantor"), does hereby convey, release, remise and forever quitclaim unto the City of Meridian, an Idaho municipal corporation, whose address is 33 East Broadway Avenue, Meridian, Idaho 83642 ("Grantee"), the premises described on Exhibit A ("Property"), which is attached hereto and made a part hereof, together with all appurtenances relating to the Property. Dated January 7th 2025 GRANTOR: City of Meridian, an Idaho municipal corporation R6b6rf E. Si Ison, Mayor R117IAN4=- d \ SF,AT At y Is b Jo .�or�,<< ity Clerk STATE OF IDAHO ) )SS. County of Ada ) This record was acknowledged before me on 1-7-2025 (date), by Robert E. Simison and Chris Johnson on behalf of the City of Meridian, in their capacities as Mayor and City Clerk, respectively. CHARLENE WAY Cha&ycWo-,q COMMISSION No. 67390 Signature of Notary Publ c NOTARY PUBLIC My Commission expires: -28-2028 STATE OF IDAHO QUITCLAIM DEED—PBA—SETTLERS PARK PARCEL 2 EXHIBIT A Legal Description Settlers Park — Parcel 2 A parcel being a portion of the SE '/4 of Section 36, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at a Brass Cap monument marking the southeast corner of said SE '/4, from which a Brass Cap monument marking the southwest corner of said SE '/4 bears N 89'19,39" W a distance of 2662.39 feet; Thence along the southerly boundary of said SE '/4 N 89'19'39" W a distance of 414.54 feet to a point; Thence leaving said southerly boundary N 0040'21" E a distance of 48.00 feet to a point on the northerly right-of-way of W. Ustick Road and the POINT OF BEGINNING; Thence along said northerly right-of-way N 89019'39" W a distance of 246.59 feet to a point; Thence leaving said northerly right-of-way N 0°40'21" E a distance of 112.56 feet to a point of curvature; Thence a distance of 133.72 feet along the arc of a 75.75 foot radius curve right, said curve having a central angle of 101°08'32" and a long chord bearing N 51°14'37" E a distance of 117.02 feet to a point of tangency; Thence S 78011'07" E a distance of 37.44 feet to a point; Thence S 89°46'47" E a distance of 119.01 feet to a point; Thence S 0031'46" W a distance of 180.58 feet to the POINT OF BEGINNING. This parcel contains 1.01 acres and is subject to any easements existing or in use. Clinton W. Hansen, PLS \oNNL LA/Vos Land Solutions, PC s T F p` November 11, 2024 0 11118 l� 9TF 0 TON UiidS�OfUtipns Settlers Park PBA-Parcel 2 �lanti Surveying anti Consulting Job No.24-45 Page 1 of 1 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Interagency License Agreement for ACHD's Installation of Pedestrian Hybrid Beacon on City Property (at Settlers Park) INTERAGENCY LICENSE AGREEMENT FOR ACHD'S INSTALLATION OF PEDESTRIAN HYBRID BEACON ON CITY PROPERTY This INTERAGENCY LICENSE AGREEMENT FOR ACHD'S INSTALLATION OF PEDESTRIAN HYBRID BEACON ON CITY PROPERTY ("Agreement") is made and entered into this- 7th day of January 2025 . ("Effective Date"), by and between the Ada County Highway District, a body politic and corporate of the state of Idaho ("Licensee"), and the City of Meridian ("Licensor"), a municipal corporation of the state of Idaho (together, "Parties"). WHEREAS, Idaho Code § 67-2332 provides that public agencies may enter into agreements with each other to perform any governmental activity or undertaking which each public agency entering into the agreement is authorized by law to perform, and each Party hereto is authorized by their respective enabling statutes to perform the actions contemplated by this Agreement; WHEREAS, Licensor owns real property at 3245 N. Meridian Road, located in Meridian, Idaho, known as Meridian Settler's Park, and is willing to allow Licensee to install infrastructure at the location depicted on Exhibit A and labeled as Project Location ("Licensed Area"), and is authorized by Idaho Code section 50-1401 to manage its use; WHEREAS,Licensee seeks to utilize the Licensed Area for the purpose of installing a pole, electrical wiring, and associated equipment for a pedestrian hybrid beacon, also known as a high- intensity activated crosswalk or HAWK signal, as depicted on Exhibit A ("PHB"); WHEREAS, the City Council of the City of Meridian hereby finds that allowing Licensee's joint use of the Licensed Area for the installation and operation of a PHB serves the public interest in protecting pedestrian crossings at this location, and hereby authorizes the licensing of the Licensed Area to Licensee for such purpose; NOW,THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged and agreed, and in consideration of the mutual promises and covenants herein contained, and in consideration of the recitals above, which are incorporated herein, Licensee and Licensor agree as follows: A. Nature of license. Pursuant to the terms, conditions and limitations of this Agreement, Licensor hereby grants to Licensee an exclusive license to utilize a portion of the Licensed Area to install the PHB in the location and pursuant to the plans depicted in Exhibit A. Further, Licensee Licensor hereby grants to Licensee an exclusive license to operate, maintain, and repair the PHB in the Licensed Area. Licensee shall register all underground facilities with Digline, Inc. and shall comply with any and all requirements related thereto. B. Term of license; termination. This license will commence on the Effective Date, and will continue until terminated by Licensor or its successors or assigns or by Licensee. Licensor or Licensee may terminate this license anytime, with or without cause, upon giving the other party ninety (90) days' written notice of termination. C. Ownership. Licensee acknowledges that the Licensed Area is owned by Licensor, and Licensee waives any claim to ownership of the Licensed Area, whether in fee, adverse possession, or any INTERAGENCY LICENSE AGREEMENT BETWEEN ACHD AND CITY OF MERIDIAN FOR ACHD's USE OF CITY PROPERTY TO INSTALL PEDESTRIAN HYBRID BEACON PAGE I other right, title or interest therein, other than as established pursuant to the terms of this Agreement. This Agreement does not extend to Licensee the right to use the Licensed Area to the exclusion of Licensor for any use desired by Licensor. This Agreement is not intended to, and shall not, preclude or impede the ability of Licensor to maintain and improve Licensed Area as Licensor determines, in its sole discretion, is appropriate. D. Acceptance as is. Licensee acknowledges that Licensee has inspected the Licensed Area and does hereby accept same as being in good and satisfactory order, condition, and repair. It is understood and agreed that Licensor makes no warranty or promise as to the condition, safety, usefulness or habitability of the Licensed Area,and Licensee accepts the Licensed Area as is,where is,and with any and all faults. By granting this license, Licensor makes no warranty or representation to Licensee of any kind, express or implied, regarding the Licensed Area's suitability of or compliance with any applicable laws or standards for the PHB. Licensee has made an adequate investigation and inspection of the Licensed Area, has made its own determination regarding its suitability for installation and maintenance of the PHB, and is satisfied with its condition, fitness, and order. Installation of the PHB onto the Licensed Area by Licensee shall be conclusive evidence that Licensee finds the Licensed Area to be satisfactory for such purpose. E. License fees. Licensor shall charge Licensee no license fee, in accordance with the June 9, 2010 ACHD-Meridian Interagency Governmental Agreement for Waiver of Costs and Fees. F. No cost to Licensor. Any and all costs and expenses associated with Licensee's authorized use of the Licensed Area, or any construction or installation of cable therein,or the repair and maintenance thereof, or the restoration of the Licensed Area and surrounding property at the termination of this Agreement, shall be at the sole cost and expense of Licensee. G. Maintenance of PHB. At Licensee's sole cost and expense, Licensee shall maintain the PHB installed in Licensed Area in good condition and repair and as required to comply with sound engineering practices and applicable laws. Following reasonable notice to Licensor, Licensee shall have access to Licensed Area for the purposes of accomplishing necessary repair and maintenance of the PHB. If the Licensed Area is damaged as a result of Licensee's installation of the PHB; the performance by Licensee of maintenance of the PHB; Licensee's failure or neglect to perform such maintenance; Licensee's design or installation of the PHB; and/or Licensee's use of the Licensed Area, regardless of cause,Licensee shall correct such deficiency and restore the Licensed Area to the same condition it was in prior thereto, at Licensee's sole cost and expense. If Licensee shall fail or neglect to commence such correction and restoration within twenty-four(24)hours of notification thereof, Licensor may proceed to do so, in which event Licensee agrees to reimburse Licensor for the costs and expenses thereof. Notwithstanding the provisions of this paragraph, should an emergency exist related to the Licensee's use of this license which threatens the stability or function of the Licensed Area or public safety, Licensor shall have the right to immediately perform any necessary emergency repairs on Licensee's behalf and at Licensee's sole expense. H. Removal of PHB. It is agreed that upon the termination of this Agreement, Licensee shall promptly remove the PHB and all associated materials and equipment placed in the Licensed Area by Licensee and return the Licensed Area as nearly as practical to the condition that it was in before any use by Licensee, at no cost or expense to Licensor. Should Licensee fail to promptly comply with this provision upon termination, Licensor may remove such materials and equipment INTERAGENCY LICENSE AGREEMENT BETWEEN ACHD AND CITY OF MERIDIAN FOR ACHD'S USE OF CITY PROPERTY TO INSTALL PEDESTRIAN HYBRID BEACON PAGE 2 placed in the Licensed Area and/or cause the property to be returned to the same condition it was in before the grant of this license and send an invoice to Licensee for any and all related costs. It is further agreed that should Licensee fail to remove all materials and equipment placed in the Licensed Area upon termination of this Agreement, ownership thereof will pass to Licensor. 1. Assignment. It is expressly agreed and understood by and between the parties hereto, that Licensee shall not have the right to assign, transfer, hypothecate or sell any of its rights under this License Agreement except upon the prior express written consent of Licensor. J. Hold harmless and indemnification.Licensee will, to the extent permitted by law, indemnify, defend and hold harmless Licensor, from any loss, liability, claim,judgment, or action for damages or injury to Licensee, to Licensee's personal property or equipment, or to Licensee's employees, agents, guests or invitees arising out of or resulting from the condition or use of the Licensed Area or any lack of maintenance or repair thereon and not caused by or arising out of the tortious conduct of Licensor or its employees. Licensee further agrees to indemnify and hold Licensor harmless from any loss, liability, claim or action from damages or injuries to persons or property in any way arising out of or resulting from the use and occupancy of the Licensed Area by Licensee or by Licensee's agents, employees, guests or business invitees and not caused by or arising out of the tortious conduct of Licensor or its employees. If any claim, suit or action is filed against Licensor for any loss or claim described in this paragraph, Licensee, at Licensor's option, shall defend Licensor and assume all costs, including attorney's fees, associated with the defense or resolution thereof, or indemnify Licensor for all such costs and fees incurred by Licensor in the defense or resolution thereof, or any other liability or damages to which Licensor may be subjected as a result or consequence of granting this license. Licensee's obligations pursuant to this paragraph shall survive the termination of this License Agreement. Licensee acknowledges and agrees that use of the Licensed Area may carry risks, some of which are unknown, and with such knowledge does and shall assume all such risks and associated liabilities. K. Waiver. Licensee waives and releases, on behalf of Licensee and Licensee's heirs, executors, administrators, assigns, and/or personal representatives, any and all claims and recourse against Licensor,including the right of contribution for loss and damage to persons or property arising from, growing out of, or in any way connected with or incident to Licensee's actions under this Agreement, whether such loss or damage may be attributable to known or unknown conditions, except for liability arising out of concurrent or sole negligence of Licensor or its officers, agents or employees. L. Attorneys' fees. Licensee shall be liable to Licensor for all damages and costs, including legal expenses and attorneys' fees, suffered or incurred by City in the enforcement of any of the terms, covenants or conditions of this Agreement. M. Binding on successors. This Agreement and all terms and conditions hereof shall apply to and are binding upon the heirs, legal representative, successors and assigns of the Parties. N. Third-party beneficiaries. This Agreement is not intended to create, nor shall it in any way be interpreted or construed to create, any third-party beneficiary rights in any person or entity not a party hereto. INTERAGENCY LICENSE AGREEMENT BETWEEN ACHD AND CITY OF MERIDIAN FOR ACHD's USE OF CITY PROPERTY TO INSTALL PEDESTRIAN HYBRID BEACON PAGE 3 O. Notices. All notices to be provided under this Agreement shall be in writing and addressed as follows: If to Licensee: Ada County Highway District 3775 Adams Street Garden City, Idaho 83714 If to Licensor: City Clerk, City of Meridian 33 E. Broadway Avenue Meridian,Idaho 83642 Notices shall be in writing and either personally delivered or sent by U.S. mail, postage prepaid. Notice shall be deemed to have been given upon deposit in the U.S. mail, or upon personal delivery to the party above specified. P. Entire agreement;amendment. This Agreement contains the entire agreement of the parties and supersedes any and all other agreements,leases, or understandings, oral or written, whether previous to the execution hereof or contemporaneous herewith. This Agreement may only be amended by mutual written agreement of the parties. Q. Severability. If any provision of this Agreement is found by a court of competent jurisdiction to be illegal,invalid, or unenforceable, the remainder of this Agreement shall not be affected, and shall continue in full force and effect. R. Exhibits. All exhibits attached hereto and the recitals contained herein are incorporated herein as if set forth in full herein. S. Approval required. This Agreement shall not become effective or binding until approved by the respective governing bodies of the Parties. IN WITNESS WHEREOF, the undersigned have caused this Agreement to be executed on the Effective Date first set forth above. ADA CO Y H 'HWAY DISTRICT: Attest: Alexis Pic ering, President Ry He d, Diree ; CITY OF MERIDIAN: Atte BY: Robert E. Simison,Mayor 1-7-2025 Chris Johnson, City Clerk 1-7-2025 INTERAGENCY LICENSE AGREEMENT BETWEEN ACHD AND CITY OF MERIDIAN FOR ACHD'S USE OF CITY PROPERTY TO INSTALL PEDESTRIAN HYBRID BEACON PAGE 4 W IDIAN� AGENDA ITEM ITEM TOPIC: Fields Area District Park Site Non-Binding Letter of Intent C� fIEN .D L4,, MEMO TO CITY COUNCIL Request to Include Topic on the City Council Consent Agenda From: Steve Siddoway, Parks & Rec. Director Meeting Date: January 7, 2024 Kurt Starman, Deputy City Attorney Topic: Non-Binding Letter of Intent Concerning the Potential Acquisition of 40.99+/-Acres for a Community Park Site Recommended Council Action: Approve the attached Non-Binding Letter of Intent ("LOI") concerning the potential acquisition of 40.99+/- acres for a community park site. Background: Owyhee Holdings, LLC ("Owyhee Holdings") owns a significant amount of land in the "Fields Area" (i.e., the northwest portion of the City's area of impact). The City's Future Land Use Map identifies the need for a community park in this area. Owyhee Holdings is willing to sell 40.99+/- acres to the City for this purpose at a reduced price of$4,138,000—well below the estimated fair market value, which ranges from $7,173,250 to $8,198,000. The funding source would be park development impact fees. The LOI outlines the basic parameters for negotiating a purchase and sale agreement, which can be summarized as follows: 1. The acquisition would include approximately 40.99 acres of land —39.36 acres for the park site and 1.63 acres for right-of-way for a future collector street. 2. The acquisition price would be $4,138,000, or approximately $100,951 per acre. 3. The difference between the fair market value and the acquisition price would be treated as a donation from Owyhee Holdings to the City. 4. The City would acquire the land on or about March 1, 2025. Additionally, Owyhee Holdings will assist the City with acquiring an easement and minor amount of land from Intermountain Gas Company, as depicted on Exhibit B of the LOI. The easement and land are needed to facilitate the proposed alignment of the future collector road. The fair market value of the easement and land will be determined via an appraisal. This is a non-binding LOI, so neither party is contractually required to proceed with the proposed transaction.As stated in the LOI, either party may subsequently"propose different terms from those summarized herein and unilaterally terminate all negotiations without any liability whatsoever. . . ." The City Attorney's Office has approved the LOI as to form. Attachment - Non-Binding Letter of Intent MARK BOTTLES DEAL ESTATE SERVICES 839 S. Bridgeway Place Eagle, Idaho 83616 December 18, 2024 Steve Siddoway Parks &Recreation Director Sent via email: ssiddoway@meridiancity.org Re: Non-Binding Letter of Intent for Purchase and Sale of approximately 40.99+/- acres located generally between McMillan Road and Ustick Road, east of Can Ada Road, Meridian, Idaho. Dear Steve: This Non-Binding Letter of Intent sets forth the basic terms and conditions upon which Owyhee Holdings, LLC ("Owl") and the City of Meridian ("City") are interested in commencing negotiations of a definitive purchase and sale agreement ("PSA") for the purchase and sale of the above-referenced site. Owyhee and the City may be referred to individually as a "Party" or collectively as the "Parties." RECITALS A. Owyhee is the owner of property located within that certain large-scale, mixed- use development area located in the City of Meridian's area of impact commonly referred to as "The Fields." B. The development of The Fields will include a regional park. Owyhee has offered to sell, and the City desires to purchase, 40.99+/- acres of property at a discounted price for a park site as a public amenity. C. Owyhee and the City have engaged in discussions and have identified a mutually agreeable location for the park site in the location generally depicted as PA 17 on the Site Plan attached hereto as Exhibit A (the "Park Site"). This Non-Binding Letter of Intent is intended to set forth the Parties' current intentions for the purchase and sale of the Park Site and will serve as a guideline to negotiate a definitive PSA. D. The development of The Fields will require a number of government approvals, including approval of Owyhee's applications for annexation, zoning, and a preliminary plat. Owyhee acknowledges that land use applications will be evaluated on their own merits, and that the potential purchase and sale of the Park Site shall not influence the approval or denial of said applications. December 18, 2024 Page 2 NON-BINDING AGREEMENT 1. OWYHEE: Owyhee Holdings, LLC 2. CITY: City of Meridian 3. PARK SITE: An area of land containing approximately 40.99 acres of land generally described as a part of Assessor Parcel Number S0431223100 in the location generally depicted on Exhibit A. Owyhee shall be responsible for creating the Park Site as a legal parcel prior to closing. The City shall assist Owyhee by providing reasonable supporting documentation, as may be required by the County of Ada. 4. PURCHASE PRICE: Four Million One Hundred Thirty-Eight Thousand and 00/100 Dollars ($4,138,000). 5. EARNEST MONEY: $0.00 6. CLOSING: March 1, 2025. The City shall have two (2) options to extend closing by one month per extension. 7. DUE DILIGENCE: From the effective date of the PSA through closing, the City shall have reasonable access to the Park Site to conduct all tests, investigations, surveys, or other due diligence actions. All access to the Park Site shall be coordinated through Owyhee. 8. COLLECTOR ROAD: The PSA shall provide that the City and Owyhee acknowledge and agree that the section of Future Collector B between PA 17 and PA 19 as depicted on Exhibit A (the "Collector Road") shall generally be situated as depicted on Exhibit A. 9. EASEMENTS: The PSA shall provide that, simultaneous with closing, the City and Owyhee shall each execute and record an easement for the benefit of the other Party, and each Party's successors and assigns, granting the right to construct the Collector Road as depicted on the Site Plan (the "Easement Agreement"). The Easement Agreement shall provide that, at such time either the Park Site or PA 19 develops, such developing property owner (the "Developing Owner"), December 18, 2024 Page 3 shall, at its cost and expense, be responsible for constructing half of the width of the Collector Road plus such additional roadway improvements required by ACHD or other governmental entity having jurisdiction over the Collector Road; provided however, that nothing shall limit or restrict such Developing Owner from constructing the entire width of the Collector Road if such Developing Owner so desires. At such time the non-developing owner desires to develop the Park Site or PA 19 (the "Second Developer"), such Second Developer shall construct the remainder of the Collector Road as required by ACHD or other governmental entity having jurisdiction over the roadway. At Closing, Owyhee shall also execute and record an easement for the benefit of the Park Site over and across the western remainder of Parcel No. SO431223100 owned by Owyhee for sanitary sewer and agricultural access to the Park Site. Owyhee shall also grant an easement over a portion of Parcel No. SO431223100 to permit, but nor require, City to construct the extension of the Collector Road north of the Park Site to McMillan Road at the City's election. 10. INTERMOUNTAIN GAS: Owyhee and City acknowledge and agree that a portion of the Collector Road that fronts the Park Site is planned to be located upon a portion of ground, Parcel No. SO431233660, owned by Intermountain Gas Company (the "Intermountain Pro e "). The City desires to (i) purchase that portion of the Intermountain Property to the centerline of the Collector Road as depicted on Exhibit B (the "Intermountain Purchase") and (ii) obtain an easement across such additional property owned by Intermountain Gas Company as would be necessary to construct half of the width of the Collector Road plus such additional roadway improvements required by ACHD or other governmental entity having jurisdiction over the Collector Road (the "Intermountain Easement"). Owyhee agrees to use commercially reasonable efforts to complete the Intermountain Purchase at a purchase price agreed to by the City, and obtain the Intermountain Easement immediately before the Closing. At the Closing, City will purchase the Intermountain Property from Owyhee and Owyhee will December 18, 2024 Page 4 assign the Intermountain Easement to City in accordance with a separate purchase and sale agreement to be negotiated and agreed to by Owyhee and City. 11. TITLE COMPANY: The title company shall be First American Title Insurance Company, (the "Title Company"), located at 2150 S Bonito Way Suite 100, Meridian, ID 83642. The Escrow officer shall be Tami Dejoumett-Albert. Owyhee shall deliver, at its sole cost and expense, an ALTA standard policy of title insurance ("Title Policy") evidencing title in the condition approved by the City. The City shall pay the additional premium for any extended coverage policy of title insurance plus the fee for any endorsements required by the City. Owyhee shall cooperate with the City and execute any and all documents required by the Title Company to issue the Title Policy. 12. DONATION: Owyhee is proposing to sell the Park Site to the City for less than fair market value to assist the City create a regional park in The Fields for community use. Under the Internal Revenue Code, Owyhee may be entitled to claim a tax deduction for the difference between the fair market value of the Park Site and the discounted purchase price of the Park Site. Owyhee shall be solely responsible for determining whether Owyhee is entitled to said tax deduction. The City shall cooperate with Owyhee by providing reasonable supporting documentation, as may be required by the Internal Revenue Service. This Non-Binding Letter of Intent is non-binding on the Parties hereto and merely serves as a guideline to negotiate a definitive PSA. The Parties acknowledge that they have not entered into any agreement to negotiate such definitive PSA pursuant to this Non-Binding Letter of Intent, and either Party may, at any time prior to the execution of such definitive PSA, propose different terms from those summarized herein and unilaterally terminate all negotiations without any liability whatsoever to the other Party. Each Parry is and will be solely liable for all of its fees, costs, and other expenses in connection and in conjunction with the negotiation and preparation of a definitive PSA pursuant to this Non-Binding Letter of Intent. If the foregoing accurately reflects the basis for the negotiation of a PSA with respect to the Park Site, please notify your approval by signing a copy of this Non-Binding Letter of Intent and returning. December 18,2024 Page 5 OWYHEE: CITY: Owyhee Holdings, LLC City of Meridian By: Idaho Holdings, LLC Its: Manager By: Name: Robert E. Simison By: _ Title: Mayor Name: Mark Bottles Date: 1-7-2025 Title: Manager Date: By Chris Johnson, City Clerk 1-7-2025 December 18, 2024 Page 6 EXHIBIT A Site Plan i PA 17 N-=TAM i i I I December 18, 2024 Page 7 EXHBIT B Intermountain Property An approximate graphic depiction of the property subject to the Intermountain Purchase is outlined in blue below and the Intermountain Easement is outlined in yellow below. ME7 ` "Intermountain Purchase" Property I "Intermountain Easement" Property E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Professional Services Agreement for Historic Preservation Plan Preparation C� fIEN .D L4,, MEMO TO CITY COUNCIL Request to Include Topic on the City Council Agenda From: Cassandra Schiffler,Arts & Culture Meeting Date: Month, Day 2024 Coordinator Topic: Historic Preservation Plan Agreement with Consultant Recommended Council Action: Approve the agreement Background: The Meridian Historic Preservation Commission (HPC) is updating their 2014 Historic Preservation Plan. We received a $12,000 grant from the Idaho State Historic Preservation Office (SHPO) and will use $12,000 from this grant and $5,500 of HPC's consulting budget to execute this project and contract the historic preservation planning consultant to complete an updated Historic Preservation Plan for the City of Meridian. PROFESSIONAL SERVICES AGREEMENT FOR HISTORIC PRESERVATION PLAN PREPARATION This PROFESSIONAL SERVICES AGREEMENT FOR HISTORIC PRESERVATION PLAN PREPARATION ("Agreement") is made this 7th day of January , 2025 ("Effective Date"), by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho ("City"), and J-U-B Engineers, Inc., a general business corporation organized under the laws of the State of Idaho ("Consultant"). (City and Consultant may hereinafter be collectively referred to as "Parties.") WHEREAS, City seeks to update the Meridian Historic Preservation Plan("Project"), and to that end, has obtained from the Idaho State Historic Preservation Office an Idaho Certified Local Government Grant for the purpose of partially funding this work; WHEREAS, Consultant is qualified to undertake the Project, and has been selected to do so in accordance with the proposal attached here as Exhibit A ("Proposal"); NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged and agreed, and in consideration of the mutual promises and covenants herein contained, the Parties agree as follows: I. SCOPE OF SERVICES. Consultant shall complete the Project, and all related tasks, in accordance with the methodology, timetable, scope, and budget set forth in the Proposal. Further, Consultant shall timely provide to City all deliverables as set forth in the Proposal. II. COMPENSATION. A. Total amount. The total payment to Consultant for Deliverables and all related services provided under this Agreement shall be seventeen thousand, four hundred and ninety-six dollars ($17,496.00). This amount shall constitute full compensation for any and all services, travel, materials, deliverables, and all use rights and copyrights of all final deliverables. B. Method of payment. Consultant shall provide to City invoices for services and/or materials provided pursuant to the payment schedule set forth in the "Proposed Cost" section of the Proposal, which City shall pay within thirty (30) days of receipt. City shall not withhold any federal or state income taxes or Social Security tax from any payment made by City to Consultant under the terms and conditions of this Agreement. Payment of all taxes and other assessments on such sums shall be the sole responsibility of Consultant. C. Payment schedule. Consultant shall be paid pursuant to the following benchmarks, as described in the Proposal: PROFESSIONAL SERVICES AGREEMENT-HISTORIC PRESERVATION PLAN PAGE 1 1. Phase 1: $3,412.00 shall be paid to Consultant following completion of Phase 1, Project Management and Administration. 2. Phase 2: $5,883.00 shall be paid to Consultant following completion of Phase 2, Historic Resource and Preservation Program Evaluation. 3. Phase 3: $3,544.00 shall be paid to Consultant following completion of Phase 3, Goals, Objectives, Strategy Setting. 4. Phase 4: $4,657.00 shall be paid to Consultant following completion of Phase 4, Delivery of draft Historic Preservation Plan and Adoption of the Plan. III. TIME OF PERFORMANCE. A. Timeline. Consultant shall complete all services and provide all deliverables to City in accordance with the timeline set forth in the Proposal. Consultant shall deliver to City the final Historic Preservation Plan no later than 5:00 p.m. on October 31, 2025. B. Time of the essence. The Parties acknowledge that services provided under this Agreement shall be performed in a timely manner. The Parties acknowledge and agree that time is strictly of the essence with respect to this Agreement, and that the failure to timely perform any of the obligations hereunder shall constitute a breach of, and a default under, this Agreement by the party so failing to perform. IV. INDEMNIFICATION,WAIVER,AND INSURANCE. A. Indemnification. Consultant shall indemnify and hold harmless the City and any and all of its employees, agents, volunteers, and/or elected officials from any and all losses, claims, and judgments for damages or injury to persons or property, and from any and all losses and expenses to the extent caused or incurred by negligent acts, errors, or omissions committed by or attributable to Consultant or Consultant's servant(s), agent(s), employee(s), guest(s), and/or business invitee(s) in the performance of services in the course of this Agreement. B. Waiver. Consultant waives any and all claims and recourse against City, including the right of contribution for loss and damage to persons or property arising from, growing out of, or in any way connected with or incident to Consultant's performance of this Agreement, whether such loss or damage may be attributable to known or unknown conditions, except for liability arising out of concurrent or sole negligence of City or its officers, agents or employees. C. Insurance to be obtained by Consultant. Consultant acknowledges and understands that City shall not provide insurance or benefit coverage of any kind for injury, death, or illness related to Consultant's provision of services under this Agreement. Consultant shall obtain and shall maintain, at Consultant's own expense, throughout the course of PROFESSIONAL SERVICES AGREEMENT-HISTORIC PRESERVATION PLAN PAGE 2 this Agreement, insurance in an amount necessary to insure Consultant's insurable interests, including: 1. General liability insurance. General liability insurance with a limit of not less than one million dollars ($1,000,000.00)per each occurrence, combined single limit bodily injury and property damage, covering the actions and omissions of Consultant, including coverage for owned, non-owned, and hired vehicles, as applicable. 2. Workers' compensation insurance. Workers' compensation insurance, in an amount required by Idaho law, to cover any and all persons employed by Consultant. V. TERMINATION. A. Termination for cause. If City determines that Consultant has failed to comply with any term or condition of this Agreement, violated any of the covenants, agreements, and/or stipulations of this Agreement, falsified any record or document required to be prepared under this Agreement, engaged in fraud, dishonesty, or any other act of misconduct in the performance of this Agreement; or if either Party willfully or negligently defaults in, or fails to fulfill, its material obligations under this Agreement; the other Party shall have the right to terminate the Agreement by giving written notice to the defaulting party of its intent to terminate, and shall specify the grounds for termination. The defaulting party shall have fourteen (14) days after receipt of such notice to cure the default. If the default is not cured within such period, this Agreement shall be terminated upon mailing of written notice of such termination by the terminating party. B. Termination without cause. City may terminate this Agreement for any reason at any time by providing fourteen(14) days' notice to Consultant. C. Termination by City. In the event of termination by City, City shall compensate Consultant for work actually delivered by Consultant prior to the date of written notice of termination and any verified additional services and materials actually performed or supplied prior to the date of written notice of termination, less payments of compensation previously made, not to exceed the total amount of compensation allowed hereunder. D. Termination by Consultant. In the event of termination for non-performance or default by Consultant, all finished and unfinished photographs and/or any and all other work products prepared and submitted or prepared for submission under this Agreement shall, at City's option, become City's property. Notwithstanding this provision, Consultant shall not be relieved of any liability for damages sustained by City attributable to Consultant's default or breach of this Agreement. City may reasonably withhold payments due until such time as the exact amount of damages due to City from Consultant is determined. Consultant shall not be relieved of liability to City for damages sustained by City by virtue of any breach or default of this Agreement by Consultant. This provision shall survive the termination of this Agreement and shall not relieve Consultant of liability to City for damages. PROFESSIONAL SERVICES AGREEMENT-HISTORIC PRESERVATION PLAN PAGE 3 E. Non-waiver of breach. A waiver of any breach or default of any provision of this Agreement shall not be construed as a waiver of a breach of the same or any other provision hereof. VI. CERTIFIED LOCAL GOVERNMENT GRANT REQUIREMENTS. A. Consultant shall complete all work related to the Project in accordance with the most recent version(s) of all applicable United States Secretary of the Interior's Standards and Guidelines for Archaeology and Historic Preservation. B. All billable costs from the Consultant for reimbursement by the Certified Local Government funds shall be allowable under the most recent version of the United States National Park Service Historic Preservation Grants Manual. C. Consultant shall complete all work related to this project in accordance with the most recent version(s) of all applicable guidance documents from the Idaho State Historic Preservation Office, including,but not limited to: Consulting with the Idaho SHPO; IHSI Manual of Instruction for Data Entry; ASI Manual of Instruction for Data Entry; the Idaho Certified Local Government Grants Manual; and any other appropriate guidance documents as identified by the Idaho State Historic Preservation Office. D. Consultant shall complete all work related to the Project in accordance with the Grant Agreement between the Certified Local Government and the Idaho State Historic Preservation Office. E. Consultant shall make all revisions or modifications to submitted project materials as required by the Idaho State Historic Preservation Office. VII. GENERAL PROVISIONS. A. Relationship of Parties. It is the express intention of Parties that Consultant is an independent contractor and neither Consultant nor any officer, employee, subcontractor, assignee, or agent of Consultant shall be deemed an employee, agent,joint venturer, or partner of City in any manner or for any purpose. Nothing in this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between Consultant and City or between Consultant and any official, agent, or employee of City. Both parties acknowledge that Consultant is not an employee of City. Consultant shall retain the right to perform services for others during the term of this Agreement. Specifically, without limitation, Consultant understands, acknowledges, and agrees: I. Consultant is free from actual and potential control by City in the provision of services under this Agreement. 2. Consultant is engaged in an independently established trade, occupation, profession, or business. 3. Consultant has the authority to hire subordinates. PROFESSIONAL SERVICES AGREEMENT—HISTORIC PRESERVATION PLAN PAGE 4 4. Consultant owns and/or will provide all major items of equipment necessary to perform services under this Agreement. B. Compliance with law. Throughout the course of this Agreement, Consultant shall comply with any and all applicable federal, state, and local laws. C. Subcontracting or assignment of obligations. Consultant shall not subcontract or assign any of Consultant's obligations under this Agreement without City's prior written approval. Any and all subcontractors or assignees shall be bound by all the terms and conditions of this Agreement. D. Non-Discrimination. Throughout the course of this Agreement, Consultant shall not discriminate against any person as to race, creed, religion, sex, age, national origin, sexual orientation or any physical, mental, or sensory handicap. E. Entire Agreement. This Agreement constitutes the entire understanding between the Parties. This Agreement supersedes any and all statements, promises, or inducements made by either party, or agents of either party, whether oral or written, whether previous to the execution hereof or contemporaneous herewith. The terms of this Agreement may not be enlarged, modified or altered except upon written agreement signed by both parties hereto. F. Costs and attorneys' fees. If either party brings any action or proceedings to enforce, protect or establish any right or remedy under the terms and conditions of this Agreement, the prevailing party shall be entitled to recover reasonable costs and attorneys' fees, as determined by a court of competent jurisdiction, in addition to any other relief awarded. G. Agreement governed by Idaho law. The laws of the State of Idaho shall govern the validity, interpretation,performance and enforcement of this Agreement. Venue shall be in the courts of Ada County, Idaho. H. Cumulative Rights and Remedies. All rights and remedies herein enumerated shall be cumulative and none shall exclude any other right or remedy allowed by law. Likewise, the exercise of any remedy provided for herein or allowed by law shall not be to the exclusion of any other remedy. I. Severability. If any provision of this Agreement is found by a court of competent jurisdiction to be illegal, invalid, or unenforceable, the remainder of this Agreement shall not be affected. J. Successors and Assigns. All of the terms,provisions, covenants and conditions of this Agreement shall inure to the benefit of, and shall be binding upon, each party and their successors, assigns, legal representatives, heirs, executors, and administrators. PROFESSIONAL SERVICES AGREEMENT-HISTORIC PRESERVATION PLAN PAGE 5 K. State of Idaho requirements. The following provisions are included solely to comply with the laws of the State of Idaho. I. Pursuant to Idaho Code § 67-2346, as applicable, Consultant certifies that Consultant is not currently engaged in, and will not for the duration of this Agreement engage in, a boycott of goods or services from Israel or territories under Israel's control. 2. Pursuant to Idaho Code § 67-2359, as applicable, Consultant certifies that Consultant is not a company currently owned or operated by the government of China and will not for the duration of this Agreement be owned or operated by the government of China. L. Notice.Any and all notice required to be provided by either of the Parties hereto, unless otherwise stated in this Agreement, shall be in writing and shall be deemed communicated upon mailing by United States Mail, addressed as follows: Consultant: Cw Sheri F. Freemuth, Project Manager Cassandra Schiffler J-U-B Engineers, Inc. Arts and Culture Coordinator 2760 W. Excursion Lane, Suite 400 Parks and Recreation Department Meridian ID 83642 33 E. Broadway Ave. Meridian ID 83642 Either party may change its address for the purpose of this provision by giving written notice of such change in the manner herein provided. M. Exhibits. All exhibits to this Agreement are incorporated by reference and made a part of hereof as if the exhibits were set forth in their entirety herein. IN WITNESS WHEREOF,the parties hereto have executed this Agreement on the Effective Date first written above. CONSULTANT: 5 ` Timothy Blair, P.E. Area Manager, J-U-B Engineers, Inc. CITY OF MERIDIAN: Attest: Robert E. Simison, Mayor 1-7-2025 Chris Johnson, City Clerk 1-7-2025 PROFESSIONAL SERVICES AGREEMENT-HISTORIC PRESERVATION PLAN PAGE 6 EXHIBIT A CONSULTANT'S PROPOSAL PROFESSIONAL SERVICES AGREEMENT-HISTORIC PRESERVATION PLAN PAGE 7 HELPING EACH OTHER CREATE BETTER COMMUNITIES OLL THE GATEWAY �l LANGOON MAPPING GROUP INC. J-U-B FAMILY OF COMPANIES PROPOSAL SUBMITTAL FOR: CITY OF MERIDIAN HISTORIC PRESERVATION PLAN UPDATE November 12, 2024 City of Meridian I Parks and Recreation Department Attention: Cassandra Schiffler, Arts & Culture Coordinator 33 E. Broadway Ave. Ste. 206 Meridian, Idaho 83642 Re: Revised response to Request to Prepare Historic Preservation Plan (HPP) Update Dear Cassandra: Please find attached our revised response to your email of August 14, 2024. Based on your clarifications, received by email on October 31, we have added more details to our original submittal. Specifically, we have included a draft outline for the plan based closely on the HPP outline in Section 6 of your Request for Proposal. Furthermore, we have integrated the revised list of required activities into the task description portion of our proposal. We have also added a new employee, as our Planning Technician is moving out of state and we recently welcomed her replacement, Alex Jones formerly from the City of Caldwell planning department. We are eager to work collaboratively with you, the Historic Preservation Commission (HPC), and the City's long range planning team,to update the HPP as outlined in your Scope of Services. We are committed to providing the highest quality of service and exceeding your expectations for an updated Preservation Plan. If you require any additional clarification or information, do not hesitate to contact me directly. Thank you for considering J-U-B. I look forward to continuing our work with you and the HPC to preserve Meridian's history. Sincerely, J-U-B ENGINEERS, Inc. dt� Sheri F. Freemuth, AICP I Project Manager 208-376-7330 1 sfreemuth@jub.com Page 1 of 7 l fjTHE GATEWAY • , 1 LANGROH MAPPING J GROUP INC. J,U,B ENGINEERS,INC. -a rAH LY or ccm�.v4 is WHO WE ARE J-U-B ENGINEERS, Inc.is an employee-owned professional services firm focused on improving the quality of life for communities where we live and work. We provide exceptional planning, engineering, and surveying services.We specialize in land use, transportation, municipal,funding,and infrastructure design. To meet the evolving challenges that communities face today, J-U-B staffs a specialized public involvement team through its subsidiary,The Langdon Group (TLG), and Geographic Information System (GIS) mapping through another other subsidiary, Gateway Mapping, Inc. (GMI). J-U-B opened its doors in Nampa, Idaho in 1954. Now headquartered at the Ten Mile Interchange in Meridian,J-U-B has expanded to 400+ employees and 20 offices throughout Idaho,Oregon, Washington, Utah,Colorado, Nevada,and Wyoming.We are proud of our Idaho roots and the work we do to help local communities become more desirable places to live. J-U-B has been providing professional services for the City of Meridian since the mid-1970s, including planning and designing infrastructure that has supported the growth of your city. At present, our engineers are supporting downtown utility revitalization efforts and undertaking water treatment projects at several of Meridian's municipal wells. OUR PROPOSED APPROACH The City of Meridian's current Historic Preservation Plan (HPP) was prepared in 2014 and will form the basis of this new plan. The fundamental elements of the existing plan (regulations, programs and community history) will be largely unchanged. The proposed HPP process will seek to reflect the current needs and concerns of Meridian residents and focus on improving the operations of the Historic Preservation Commission (HPC) including their role with City departments, boards, councils and committees,as well as establishing a set of strategies for future projects and programs.The City's Arts and Culture Coordinator will be the primary point of contact, as she is the city staff liaison to the HPC. Close coordination with the Idaho State Historic Preservation Office (SHPO) is also anticipated. The HPP will be comprised of approximately 5 chapters including a comprehensive array of information. Table A- Draft Historic Preservation Plan Outline is based on an initial draft prepared by the Meridian HPC. This outline will be refined throughout the planning process to reflect the interests of the HPC and the public. In the process of writing and adopting the HPP,we will address the full range of current issues surrounding historic resources within the city limits. To adequately do this, we will actively engage the HPC in an intensive planning session followed conversations with the public regarding historic preservation in Meridian. One public survey and three public outreach events are anticipated, to be prepared in collaboration with the HPC and staff. For this project, Sheri Freemuth,AICP, will be the Project Manager. Instrumental in starting Ada County's Historic Preservation Council and providing support on preservation projects throughout Idaho, Sheri prepared the award-winning City of Nampa Historic Preservation Plan (2020)and the Washington County Historic Preservation Plan (2023). Earlier in 2024,J-U-B prepared a report for the Meridian HPC regarding a potential landmark program. More information on our past experience, including references may be found at the end of this proposal. Page 2 of 7 THE 0 GATEWAY C J LANGOON MAPPING • f GROUP INC. J•U-15 ENGINEERS,INC. 1-U-6 FAMILY OF COMPANIES TABLE A - DRAFT HISTORIC PRESERVATION PLAN OUTLINE .. Purpose *Me rid dian's rich history and its contribution to the community *The importance of historic preservation in ma intaining Meri dian's character Tho 11. •Regulations,PrograI -The National Historic Preservation Act of 1966 •Federal government's responsibilityto protect historic resources •Pa rtners hip with the state,tri bes.a nd local governments •Recognition of historic properties *Listi ng on the National Register ProgramCertified Local Government •Partnership between local,state,and nationalgovernments -Assistance for local historic preservation efforts •Settlement a nd development linked to i irrigation •Esta blishment of ca nals a nd irrigation districts -Growth of agriculture,fruit orchards,and dairy iindustry •Meridianshistorywith minoritygroups such as Chinese,Hispanic,and Indigenous populations • om rural centerto urban community ELTALvArrii.. . •Esta blishment of the Historic Preservation Commission/CLG •Review of Cityof Meridian's currentcode and regulations regarding preservation •Meri dian's designation as a n Idaho Heritage City OF • vevs,reports since 2014 •Summaryof issues and concerns from the public,qualified experts,the HPC,Countya nd Citygovernment boards,and IdahoSHPO. •SWOTanalysis •PublicSurvey •Historic resources surveys a nd documentation -Current historic preservation tools a nd conditions •Investigate current incentive programs intheCityof Meridian and othercities V.Vision,Goals,Objective, •Recommendations for Historic Preservation Districts i n Meridian •Recommendations foreducational programs to expandthe public's awareness of historic preservation •Recommendations for preservation incentives,tax,gra nt or policy programs •Implementation plan with priorities and resources Appendices *Reference information •Mapsa rid surveys •SurveyofNational Registerof Historic PI aces Nomination Forms •Historic sites i nve ntory Page 3 of 7 THE 0 GATEWAY C J LANGOON MAPPING • f GROUP INC. J•U-B ENGINEERS,INC. 1-U-6 FAMILY OF COMPANIES J-U-B proposes a planning process comprised of the following tasks to occur within a ten-month time period: 1. Project Initiation and Administration December 2024 —September 2025 Throughout the life of the project, J-U-B will provide monthly updates and invoices to the City. Four virtual team meetings to include Idaho SHPO representatives are anticipated throughout the life of the project (anticipated to occur once every two months). J-U-B will prepare agendas and notes and distribute to the team. The City will identify key participants for these team meetings. 2. Historic Resource and Preservation Program Evaluation December 2024 —February 2025 This taskwill involve engaging the public,evaluating current conditions,and identifying issues and concerns related to historic preservation activities in Meridian.J-U-B will evaluate existing information to be provided by the City. This will include review of the City of Meridian's current comprehensive plan, municipal code, zoning regulations, building code, ordinances, design review guidelines and standards, policies, and programs regarding historic preservation. As requested by the HPC, this process will integrate recommendation for two geographic areas identified as potentially eligible for the National Register of Historic Places (NRHP), as well as the landmarking program. These reports will be referenced and documented, with recommendations on next steps. This task will include a kickoff meeting with the HPC the principal focus being a Strengths, Weaknesses, Opportunities, Threats (SWOT) analysis, led by J-U-B. We anticipate that the HPC will coordinate directly with the Idaho SHPO to produce maps and a list of cultural resources, including any known properties on that are listed on the NRHP or are eligible for listing. Task 2 will also include the preparation of a website (to connect to the City's webpage) that describes the HPP process and informs the public of the process throughout the life of the project. Following the SWOT analysis and brainstorming session with the HPC, a survey and public outreach event are also anticipated, to ascertain interest in historic preservation, establish issues and concerns, and collect feedback on future projects or opportunities. The City will provide logistical support for these endeavors, including any displays or maps. 3. HPP Goals, Objectives and Strategy Setting March —June 2025 This task will focus on the development of goals and objectives derived from the community conversations in Task 2. Once established, strategies to achieve objectives will be identified; these may include proposed surveys, additional studies, grant applications, and potential partnerships. The HPC has expressed particular interest in the following: Page 4 of 7 l fjTHE GATEWAY • , ? LANGGOH MAPPING J GROUP INC. J,U,B ENGINEERS,INC. .---a rnM LY or ccw.AN[5 • Local landmarking or demolition delay program. • National Register district designations • Preservation incentives, tax, grant, or policy programs. • Resource and reference list that provides more information on tax incentives,grant programs,and other financial incentives available to maintain and rehabilitate historic structures. During this task, we will host a public outreach event with the HPC and discuss the results of Task 2 and potential goals and objectives related to historic preservation and potential strategies. Goals, Objectives, and Strategies will also be posted to the project's webpage to allow for more public feedback. The City will provide logistical support for these endeavors, including any displays or maps. 4. Draft HPP and Adopt July—September 2025 This phase will conclude the project with the preparation of a Preliminary Draft (word document) for review by the HPC. Edits from the HPC will be used to create a Draft HPP document to be shared at a Public Outreach Event. The City will prepare any necessary maps or illustrations, and provide photos and appendices as needed. An additional review period for comments by the Idaho SHPO will occur during this Task and J-U-B will prepare a final document to address any of their comments. The City will provide final formatting and process the document through HPC and City Council hearings. Page 5 of 7 l rNE eArEwav • , 1 LANOOON MAPPING J GROUP INC. &U'13 ENGINEERS,INC. . -6 fAM LY Of COWAN ES PROPOSED COST J-U-B is eager to begin this planning process in December and anticipates that it will require approximately 10 months to conclude. Based on the current project plan and proposed personnel, the total estimated firm fixed price is $17,496. The cost was calculated based on the technical approach provided above, with key personnel applied to each task. The resulting cost associated with each phase is presented below: ✓ Phase 1 Project Management and Administration — $3,412 ✓ Phase 2 Historic Resource and Preservation Program Evaluation — $5,883 ✓ Phase 3 Goals, Objectives, Strategy Setting — $3,544 ✓ Phase 4 Draft HPP and Adopt— $4,657 J-U-B practices state of the art project tracking to ensure the City of Meridian will receive the best value within the budgeted amount. Our monthly progress reports and regular team meetings result in timely communication of any project issues. RELEVANT HISTORIC PRESERVATION PROJECT EXPERIENCE PROJECT DATE CLIENT Weiser Historic Preservation Plan Present City of Weiser Meridian Landmarking Program 2024 City of Meridian Leading Idaho Local Bridge Cultural 2023 - Present Local Highway Technical Resources Programmatic Agreement Assistance Council (LHTAQ ID Washington County Historic 2021-2022 LHTAC/Washington County, ID Preservation Plan State Street Urban Renewal District January-August 2021 Capital City Development Cultural Resource Survey Report Corporation, Boise ID References: Catherine Keys City of Nampa Economic Development Analyst 208.468.5412 keysc@cityofnampa.us JoEllen Ross-Hauer LHTAC Environmental Planner 208.344.0565 jhauer@lhtac.org Dan Everhart Idaho SHPO Outreach Historian 208.488.7461 dan.everhartdan.everhart@ishs.idahogoov Page 6 of 7 l fjTHE GATEWAY • , 1 LAN GROH MAPPING J 6RGIlP INC. J,U,B ENGINEERS,INC. . -6 rAH LY or ccw.AN[5 J-U-B PROPOSED PERSONNEL SUMMARY PROJECT MANAGER/HISTORIC PRESERVATION SENIOR PLANNER Sheri Freemuth, AICP MCP,City Planning, BA,Political Science (American Institute of Certffied Planners(AICP) J-U-B is pleased to propose Sheri Freemuth as the Meridian-based Project Manager who will be responsible for this project. She has managed a variety of projects during a careerthat has spanned nearly four decades.Sheri is a respected colleague well known for her effective communication and organizational skills and the quality and timeliness of her work. She routinely leads teams of professionals-- engineers, planners, landscape architects,and specialists in geographic information systems(GIS)and public involvement-- and applies their skills and resources to assure that projects are suitably staffed. Sheri has specialized in historic preservation throughout her career as a land use and environmental planner. She meets the Secretary of the Interior's Professional Qualification Standards for Historic Preservation Planning, as reviewed by SHPO. In addition to initiating and supporting local historic preservation programs early in her career (in both San Diego, CA and Ada County, ID), Sheri served as a Senior Field Officer with the National Trust for Historic Preservation (NTHP)for a decade. In that position, she provided technical assistance to communities throughout the Pacific Northwest, reviewing grant and award applications,and presenting at conferences and workshops. PLANNING TECHNICIAN Alex Jones BS, Psychology Alex is a city planner with 3 years experience in local permitting, design review, code rewrites, and comprehensive plan updates. His skill in local planning processes was derived from his work at the City of Caldwell, Idaho. At J-U-B, Alex assists in a variety of comprehensive plan projects, primarily research and analysis as well as public involvement support. He also works with the land development team on project applications and a variety of permitting tasks. Alex utilizes his degree in Psychology to better understand underlying issues in communites and has combined that with his planning experience to better serve local communities. Alex has lived in the Treasure Valley for over 20 years and loves to call Idaho home. If additional expertise from J-U-Bs larger team is needed after the project has been initiated, or if additional tasks or services are identified during the project, we will address those requests during the on- going collaborative project management process. Page 7 of 7 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Fiscal Year 2025 Renewal and Amendment of License Agreement between Ada County and the Meridian Police Department AGREEMENT NO. 15543-1-24 FY25 RENEWAL AND AMENDMENT OF LICENSE AGREEMENT BETWEEN ADA COUNTY AND THE MERIDIAN POLICE DEPARTMENT This RENEWAL AND AMENDMENT OF LICENSE AGREEMENT BETWEEN ADA COUNTY AND THE MERIDIAN POLICE DEPARTMENT ("Renewal Lease Agreement") is entered into this , by and between Ada County, a duly formed and existing county pursuant to the laws and Constitution of the State of Idaho ("County"), and the City of Meridian, a municipal corporation duly formed and existing pursuant to Idaho law, by and through the Meridian Police Department (herein referred to as "Licensee") for a license to occupy and use portions of real property described and referred to as the "Work Space." County and Licensee may be referred to individually as "Parry" or collectively as the "Parties." RECITALS: WHEREAS, County has constitutional and statutory duties and responsibilities to assist the victims of crime, including victims of child abuse, elder abuse, adult sexual assault, and domestic violence("Victims"); and WHEREAS, County believes that co-location of the providers of Victim services in one place will reduce the suffering of these Victims,provide services to them more effectively, and is beneficial to the health, safety and welfare of these Victims; and WHEREAS, County owns certain real property located at 417 S. 6th Street, Boise, Idaho 83702 ("Property"), a portion of which is devoted to meeting the needs of Victims ("Ada County Victim Services Center");and WHEREAS, Licensee is equipped and capable of providing law enforcement services FY25 RENEWAL AND AMENDMENT OF LICENSE AGREEMENT BETWEEN ADA COUNTY AND THE MERIDIAN POLICE DEPARTMENT—PAGE 1 ("Licensee's Services")to some or all of these Victims at the Ada County Victim Services Center; and WHEREAS, Licensee and County entered into Agreement No. 15543 on January 2, 2024,for a license to the Property("Agreement No. 15543"); and WHEREAS,Agreement No. 15543 provided that the Parties could renew Agreement No. 15543, for additional one-year terms, through a mutually executed writing between the Parties; and WHEREAS, the Parties now wish to renew and amend Agreement No. 15543 for an additional one-year term; and NOW,THEREFORE,it is mutually agreed upon by and between the Parties hereto: I. That Agreement No. 15543,as amended,shall be renewed for the period from October 1, 2024,to and including September 30, 2025. II. That Agreement No. 15543 is amended to replace Licensor's Representative with Executive Director,Ada County Victim Services Center,417 S.6'St.,Boise,ID 83702,and amended to reflect the change in name at the 417 S. 61' Street, Boise Idaho, 83702 ("Property") from"FACES Victim Center"to"Ada County Victim Services Center." III. It is further agreed that each and every outstanding or unfulfilled term and condition contained within that certain agreement is incorporated herein by reference as if fully set forth. FY25 RENEWAL AND AMENDMENT OF LICENSE AGREEMENT BETWEEN ADA COUNTY AND THE MERIDIAN POLICE DEPARTMENT—PAGE 2 IN WITNESS WHEREOF,the Parties have executed this Renewal License Agreement as set forth above. Board of Ada County Commissioners By: Rod Beck, Commissioner By: Ryan Davidson, Commissioner By: Thomas Dayley, Commissioner ATTEST: Trent Tripple, Ada County Clerk FY25 RENEWAL AND AMENDMENT OF LICENSE AGREEMENT BETWEEN ADA COUNTY AND THE MERIDIAN POLICE DEPARTMENT—PAGE 3 Meridian Police Department By: Printed Name: ! !'aCV L. Ras 64-;, Creclier Title: C_�.* e-�-" dA� City of Meridian By: — — — Printed Name: Robert E. Simison Title: Mayor 1-7-2025 By: Chris Johnson, City Clerk 1-7-2025 FY25 RENEWAL AND AMENDMENT OF LICENSE AGREEMENT BETWEEN ADA COUNTY AND THE MERIDIAN POLICE DEPARTMENT-PAGE 4 W IDIAN� AGENDA ITEM ITEM TOPIC: Resolution No. 24-2493: A Resolution of the City Council of the City of Meridian Adding City of Meridian Standard Operating Policy 10.10, Regarding Responsible Use of Artificial Intelligence (AI); and Providing an Effective Date CITY OF MERIDIAN RESOLUTION NO. 24-2493 BY THE CITY COUNCIL: CAVENER, LITTLE ROBERTS, OVERTON, STRADER, TAYLOR,WHITLOCK A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MERIDIAN ADDING CITY OF MERIDIAN STANDARD OPERATING POLICY 10.10, REGARDING RESPONSIBLE USE OF ARTIFICIAL INTELLIGENCE (AI); AND PROVIDING AN EFFECTIVE DATE. WHEREAS,the City Council has authority over the policies of the City of Meridian; and WHEREAS,the City Council finds it in the best interest of the City of Meridian to update Section 10 of City of Meridian's Standard Operating Policy regarding Citywide Information Technology Policies to address responsible use of artificial intelligence to ensure consistent and equitable application for all employees. NOW, THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MERIDIAN, IDAHO: Section 1. That the City of Meridian shall add Standard Operating Policy 10.10, regarding Responsible Use of Artificial Intelligence (AI), as set forth in Exhibit A attached hereto. Section 2. That this resolution shall be in full force and effect immediately upon its passage. ADOPTED by the City Council of the City of Meridian, Idaho, this 7th day of January 2025, APPROVED by the Mayor of the City of Meridian, Idaho, this 7th day of January 2025. APPROVED: Robert E. Simison, Mayor ATTEST: By: Chris Johnson, City Clerk RESOLUTION AMENDING STANDARD OPERATING POLICY 10.10 PAGE 1 City of Meridian w IDIAN lc� �' Standard Operating Policy Number 10.10 Responsible Use of Artificial Intelligence(AI) Purpose: To set forth the City policy regarding the Responsible Use of Artificial Intelligence ("Al").This policy shall be implemented in accordance with the Responsible Use of Al Standard Operating Procedures. Policy: City Al usage should align with the City's core values, quality standards, and confidentiality requirements. This policy and accompanying procedure outline the required practices for the use of Al within our organization. A. Approval. City employees shall obtain their Department and the IT Department approval before expending any City funds to acquire an Al product. B. Data security. In the use of Al, City employees shall observe all standard protocols and protocols established by IT to secure and protect City data and systems. C. Ethical considerations. City employees shall not use Al for unethical or inappropriate purposes. City employees shall not use Al to generate content that promotes discrimination, harassment, or any form of harm. This policy shall be implemented pursuant to the Responsible Use of Artificial Intelligence (AI) Standard Operating Procedures. Authority& Responsibility: Supervisors and department directors or designees, along with the IT department, are responsible to ensure that Al is used appropriately. E IDIAN�- )AH AGENDA ITEM Department Reports City of Merdian Intersection Pedestrian Safety Taskforce Report Integrated Five Year Work RegionRecommendationsHigh PriorityIdentified On Intersection Plan (IFYWP) Ranking NorthLinder/McMillan• Paint bike ladders on all legs prior to the right turn lanesIFYWP - Non-programmed31 • Update the crosswalk painting frequency • Add bike lane ending signage on westside of Meridian Road COMPASS between Carmel and FairviewRegional Safety Action Plan (RSAP) DowntownMeridian/Fairview Downtown2 1/2/Washington• Repaint the crosswalks with high visibility bars North3rd/Ustick• Paint new crosswalk on the north leg NorthEagle/Pine• Paint bike ladders on west leg prior to the right turn lane SouthEagle/Zaldia• Install RRFBs at crosswalks SouthHillsdale • Install a feedback speed limit sign Elementary/Stockenham• Install school zone flashers • Concerns with parents speeding at school pick up/drop off • Evaluate the placement of the crossing or need for an additional crossing because students are crossing at Rockhampton and Lachlan • Coordinate an education effort with WASD to mitigate parent speeds and students crossing where no crossing guard is present SouthLinder/Kodiak• Install a pedestrian hybrid beacon City of Merdian Intersection Pedestrian Safety Taskforce Report Integrated Five Year Work Region Intersection Recommendations High Priority Identified On Plan (IFYWP)Ranking Downtown Linder/Pine •Add bike medians for turn movements IFYWP-Non-programmed 16 North Eagle/Fairview •Install pedestrian refuge islands on Fairview legs IFYWP-Non-programmed 20 North Linder/McMillan •Paint bike ladders on all legs prior to the right turn lanes IFYWP-Non-programmed 31 •Southbound pathway ends abruptly between on ramps.Perform a pedestrian count to evaluate usage. •Finish pathway connection and in the interim add warning COMPASS North Eagle/1-84(N On-Ramp) signage(High) Regional Safety Action Plan(RSAP) •Escalate addition of leading pedestrian interval(High) •Install pedestrian refuge islands on all legs •Evaluate relocating or shortening utility boxes on south east and COMPASS North Eagle/Ustick northwest corners Regional Safety Action Plan(RSAP) •Update the crosswalk painting frequency •Add bike lane ending signage on westside of Meridian Road COMPASS Downtown Meridian/Fairview between Carmel and Fairview Regional Safety Action Plan(RSAP) •Fix the eastbound bike lane gap/narrowing on Overland,Meridian to Spring Valley by widening to at least 5'and painting markings (High) •Install a transition south of Overland for the southbound bike COMPASS South Meridian/Overland lane on Meridian onto the multiuse pathway(High) Regional Safety Action Plan(RSAP) South Ten Mile/Overland •Update signal timing so light is not green when walk is activated COMPASS (High) Regional Safety Action Plan(RSAP) Downtown 21/2/Washington •Repaint the crosswalks with high visibility bars North 3rd/Ustick •Paint new crosswalk on the north leg South 5th/Overland •Paint the crosswalk on the north leg Downtown 8th/Pine No noted improvements Downtown 8th/Cherry •Evaluate the need for directional ramps North Arrowwood/Ustick •Paint new crosswalks on the north and south legs North Benchmark/Franklin No noted improvements;good example North Black Cat/Moon Lake •Paint new crosswalks on east and west legs North Black Cat/Cherry •Paint a bike ladder on the east leg prior to the right turn lane •Install a transition for the westbound bike lane across Cherry and onto the multi use pathway North Black Cat/Chinden •Install school zone flashers on Black Cat approach to Pleasant View •Paint new crosswalk on the north leg •Refresh painted crosswalks on the east and west legs •Update the crosswalk painting frequency on the east and west legs to ensure the crosswalk is always visible in this high traffic Inrrrcrrtinn North Black Cat/Ustick No noted improvements;under design North Boise Co-op at The •Evaluate for crossing Village/River Valley South Brandy's Jewel/Victory No noted improvements North Centrepoint/Ustick •Fill sidewalk gap on southern side of Ustick,east of Centrepoint North Eagle/Pine •Paint bike ladders on west leg prior to the right turn lane South Eagle/Easy Jet No noted improvements South Eagle/Taconic No noted improvements South Eagle/Tenmile Feeder No noted improvements Path South Eagle/Victory No noted improvements North Eagle/1-84(S On-Ramp) •Prioritize connecting the pathways on the east side of Eagle. Pedestrian traffic can intersect vehicular lanes at the existing signal at the eastbound 1-84 on ramp. •Evaluate an interchange redesign for better vehicle,pedestrian, and emergency vehicle connectivity South Eagle/Zaldia •Install RRFBs at crosswalks North Eagle/River Valley •Install pedestrian refuge island on east leg North Eagle/Village •Install a pedestrian crossing signal across Village Dr South Eagle/Ridenbaugh •Evaluate the feasibility to replace full signal with a pedestrian hybrid beacon and give Fire Department access to activate immediately City of Merdian Intersection Pedestrian Safety Taskforce Report Integrated Five Year Work Region Intersection Recommendations High Priority Identified On (IFYWP)Ranking South Eagle/Goldstone •Evaluate for ADA compliance;needs truncated domes North Eagle/Franklin •Evaluate feasibility of straightening the crosswalk on the west leg North Eagle/St Luke's •Coordinate with St Luke's and Ada County Paramedics to explore options to improve emergency vehicle connectivity North Fox Run/Chinden •Paint bike ladder adjacent Fox Run at access to 6351 N Fox Run Way North Hickory/Fairview No noted improvements;under design South Hillsdale •Install a feedback speed limit sign Elementary/Stockenham •Install school zone flashers •Concerns with parents speeding at school pick up/drop off •Evaluate the placement of the crossing or need for an additional crossing because students are crossing at Rockhampton and Lachlan •Coordinate an education effort with WASD to mitigate parent speeds and students crossing where no crossing guard is present Downtown Lakes/Fairview •Paint new crosswalk on the west leg(High) •Evaluate for an additional crossing between Main and Lakes North Lauderhill/Cherry •Upgrade to directional ramps •Evaluate if crosswalks angles can be straightened North Linder/Divide Creek •Paint new crosswalk on Divide Creek •Paint bike ladders on Linder adjacent to Divide Creek North Linder/Ustick •Paint bike ladders on all legs prior to the right turn lanes North Linder/Cayuse Creek •Paint bike ladder on Linder adjacent to Cayuse Creek North Linder/Turtle Creek •Paint a crosswalk on Turtle Creek •Evaluate need for ADA compliant ramps at pedestrian hybrid beacon South Linder/Overland No noted improvements;under design North Linder/Chateau No noted improvements North Linder/Chinden No noted improvements North Linder/Monument No noted improvements North Linder/Orchard Park No noted improvements North Linder/Stone Valley No noted improvements Downtown Linder/Franklin No noted improvements South Linder/Kodiak •Install a pedestrian hybrid beacon Downtown Linder/Meridian High •Evaluate the distance from stop bar north of the crosswalk to the crosswalk North Locust Grove/Ustick •Paint a bike ladder on the north leg prior to the right turn lane Downtown Locust Grove/Franklin •Paint a bike ladder on north and south legs on the bike lanes adjacent to right turn lanes South Locust Grove/Overland •Paint bike ladders on the north,west,and south legs prior to the right turn lanes •Paint a bike ladder on the east leg prior to the eastbound right turn lane to Jacksons •Evaluate 0000rtunity for pedestrian refuge islands Downtown Locust Grove/Fairview •Paint a bike ladder on the west leg prior to the right turn lane •Complete bike lane gap Fairview,Locust Grove to Dixie Ln •Install pedestrian refuge islands on Fairview Downtown Locust Grove/Pine •Paint a bike ladder on the east leg prior to the right turn lane •Evaluate the sight triangle on the northwest corner and mitigate obstructions by considering options to lower/shift the fence or consider a"No Right on Red"at the signal from southbound Locust Grove to Pine(High) North Locust Grove/Chinden •Install continuous streetlights on Chinden Downtown Locust Grove/Locust View •Install a pedestrian hybrid beacon Downtown Locust Grove/Central •ICOM sign blocks view from eastbound Central to Locust Grove •Evaluate the vision triangle on the northwest corner •Evaluate the location of the midblock crosswalk on Central to determine if it should be moved to the pathway adjacent to the ICOM parking lot City of Merdian Intersection Pedestrian Safety Taskforce Report Integrated Five Year Work Region Intersection Recommendations High Priority Identified On (IFYWP)Ranking North Locust Grove/Heritage •Coordinate with WASD to educate Heritage Middle students to Park use the crosswalk or add another crossing guard North Long Lake/Chinden No noted improvements;good example Downtown Main/Central •Paint zebra crosswalks on Main St north leg and Central Dr leg Downtown Main/Corporate •Paint bike ladder on Main prior to right turn lane Downtown Main/Franklin •Pathway south of Franklin ends at the intersection •Paint bike lane on Main •Evaluate how to transition cyclists from the pathway to bike lane Downtown Main/Pine No noted improvements;functions well Downtown Main/Gem No noted improvements Downtown Main/Fairview •Install pedestrian refuge island on Fairview •Width is concerning Downtown Main/Broadway •Evaluate removing passive permissive left •Good bulb-outs •Restrict parking on Main at the alley entrance north of 713 N Main to ensure a good vision triangle(High) North Marshalls at The No noted improvements Village/Village South Mary McPherson/Amity •Install pedestrian and bike facilities with widening/redevelopment North McDermott/Ustick No noted improvements;under construction North Meridian/Director •Paint new crosswalks on the east and west legs Downtown Meridian/1-84 •Paint bike ladders at all locations the vehicle lane crossing the bike lane North Meridian/Chinden •Paint bike ladder on south leg prior to right turn lane South Meridian/Victory •Paint the crosswalks on the north and south legs •Evaluate for ADA compliance •Install bike lane transitions to/from the multiuse path on the east leg •Construct a pathway on the west side of Meridian,Bloomington to Victory •Construct a pathway on the west side of Meridian,Harris to Rlnn notnn Downtown Meridian/Carlton •Evaluate if lighting is adequate •Paint new crosswalks on the east and west legs Downtown Meridian/Pine No noted improvements;functions well North Meridian/lames Court No noted improvements North Meridian/Woodbury No noted improvements Downtown Meridian/Corporate No noted improvements Downtown Meridian/Autumn Park Ln •Sidewalk repairs needed at alley access south of Les Schwab South Meridian/Amity •Install pedestrian and bike facilities with widening/redevelopment South Meridian/Lake Hazel •Install pedestrian and bike facilities with widening/redevelopment Downtown Meridian/Broadway •Evaluate if a full signal is warranted •Review pedestrian crossing time Downtown Meridian/Franklin •Evaluate how to improve alignment of vehicular lanes on Franklin through the intersection North Meridian/Ensenada •Coordinate with WASD to educate Heritage Middle students to use the crosswalk or add another crossing guard Downtown Meridian Library/Cherry •Pedestrian refuge island needs reflective paint or accents for better visibility South Meridian Promenade •Paint the crosswalks on the north and south legs (Lowes/Walma rt)/Overlan d Downtown Meridian/Main/Central •Paint zebra crosswalks on Meridian Rd north leg and Waltman Ln leg •Paint bike ladder on Meridian prior to right turn lane ■ •With Waltman development,install crosswalk on the south legs South Millennium/Overland No noted improvements;good example North Parkdale/Pine No noted improvements;good example Downtown Pathway w/o No noted improvements;good example Stonehenge/Pine City of Merdian Intersection Pedestrian Safety Taskforce Report Integrated Five Year Work Region Intersection Recommendations High Priority Identified On (IFYWP)Ranking North Records/Fairview •Install pedestrian refuge island on Fairview North Records/Ustick •Evaluate removing passive permissive left and extending protected left signal on all legs North Red Horse/McMillan •North leg needs reflective paint or accents on the crosswalk for better visibility South Silverstone/Overland No noted improvements South Standing Timber/Victory •Paint new crosswalks on the north and south legs South Stoddard/Kodiak No noted improvements;under design South Stoddard/Overland •Install bike turn medians Downtown Storey Park/Franklin •Install a wider landing on the south side Downtown Stratford/Franklin •Replace"Keep Clear"pavement markings with"Do Not Block Intersection"markings at the Fire Department driveway North Ten Mile/Franklin •Repaintthe crosswalks with high visibility bars North Ten Mile/Teter •Paint new crosswalk on the west leg •Trees may be blocking the pedestrian hybrid beacon signage/lights(High) North Ten Mile/Malta •Paint a crosswalk on Malta •Paint a bike ladder on Ten Mile adjacent to Malta North Ten Mile/1-84 •Install rapid rectangular flashing beacons at the crosswalks •Paint bike ladders at all locations the vehicle lane crossing the bike lane North Ten Mile/Lost Rapids No noted improvements;functions well North Ten Mile/Chinden No noted improvements North Ten Mile/Fivemile Creek No noted improvements Path North Ten Mile/McMillan No noted improvements North Ten Mile/Pine No noted improvements North Ten Mile/Ustick No noted improvements North Ten Mile/Vanguard No noted improvements North Ten Mile/South of Park •Replace the full signal with a pedestrian hybrid beacon Creek •Install pedestrian refuge islands at the midblock crossing North Ten Mile/Grand Rapids •Evaluate opportunity for pedestrian refuge island North Todd/Cherry •Evaluate if lighting is adequate •Mitigate conflicts between turning drivers and crosswalk users; evaluate for raised medians to restrict/guide turn movements North Touchmark/Franklin •Paint new crosswalk on the north leg North Tree Farm Way/Chinden •Bainbridge landscaping elements do not align with the crosswalk location North Troxel/Ustick •Install a pedestrian hybrid beacon •Paint new crosswalk on the north leg North Wayfinder/Franklin No noted improvements;wait to evaluate for a fill signal installation North Webb/Pine •Install signage/paint for a sharrow through the RAB •Paint zebra crosswalk on the north leg •Install RRFB •Move the RAB markings on the pavement back 50'on the east leg,west and/or northbound lanes.The directional markings come too late to adequately determine which lane to enter for the rmlt dir—tinn of travpl South Wells/Overland No noted improvements. City of Merdian Intersection Pedestrian Safety Taskforce Report Integrated Five Year Work Region Intersection Recommendations High Priority Identified On (IFYWP)Ranking City Wide •Paint crosswalks at arterial/collector intersections that are over General 70'or have landscaped medians Pedestrian •Install pedestrian refuge islands at existing midblock crossings (and future designed midblock crossings)that meet the following criteria:the crossing is over 3 lanes and other intersecting streets are over 100'away •Consider refuge islands on intersection legs over 7 lanes •Implement leading pedestrian intervals(LPI)along full corridors •Roundabouts(RAB)should include Rapid Rectangular Flashing Beacons(RRFB)at crosswalks •Consider In-Road Crosswalk Lights(IRWL)with all Rapid Rectangular Flashing Beacons(RRFB)installations •In-Road Crosswalk Lights(IRWL)should be considered for crosswalks with higher reflectivity/visibility needs •Set a guideline on frequency of painting crosswalks based on vehicle miles traveled City Wide •Paint bike ladders on the intersection approach when bike lane is General Bike to the right of the right turn lane •Consider painted bike ladders at intersections over 70'wide or with landscaped medians •Consider bike turn medians at intersections •Future bike studies should consider Locust Grove to be identified a hikes mrridnr Downtown •Franklin to Bower&Meridian to Main-Evaluate for better Area/Corridor multimodal connectivity at intersections and along walk/bike routes •Main,Idaho to Broadway-Parking needs to be restricted at alley approaches;improve the vision triangle for people turning into/out of the alley •Main,Watertower to Fairview-Bike lane needs new paint markings and signage •Franklin,Linder to Locust Grove-Install continuous bike lanes •Meridian,1-84 to Cherry-Install continuous bike lanes City Wide •Whenever feasible do not implement passive permissive yellow General lights at intersections with U-turns and on-street bike facilities Vehicular South Speed •Ten Mile,1-84 to south Meridian-reduce speed to 40 MPH Limits North Speed •Meridian,Cherry to Ustick-reduce speed to 35 MPH Limits •Ten Mile,Chinden to Franklin-reduce speed to 35 MPH •Ten Mile,Franklin to 1-84-reduce speed to 40 MPH •Eagle Road,City limits to Overland-reduce speed limit on to 45 MPH •Black Cat Road,Chinden to City limits-reduce speed limit on to 40 MPH North •Eagle,City Limits to Overland-Build a pathway Area/Corridor North Locust Grove/Chateau •Evaluate the vison triangle on all corners and coordinate with code enforcement to mitigate any obstructions(High) •Trees may be causing a visual obstruction on the northwest corner IFYWP-Programmed 2 •Install candles or other vertical elements to buffer the bike lanes on Locust Grove •C-n—<hnidd hp hlllhpd to slnw turning mn—pnte Downtown Linder/Cherry •Evaluate for ADA compliance IFYWP-Programmed; 4 Community Programs North Ten Mile/Cherry •Install bike lane with transitions to/from the sidewalk on the east IFYWP-Programmed 9 leg South Eagle/Overland •Bike facilities are needed on Eagle IFYWP-Programmed 10 •Add bike turn medians for turn movements •Paint a bike ladder on the east leg prior to the right turn lane •Add a full signal to the Integrated Five Year Work Plan IFYWP-Programmed; North Locust Grove/Leigh Field request list to be prioritized by Council Community Programs 11 North Meridian/Ustick •Paint bike ladders on all legs prior to the right turn lanes IFYWP-Programmed 12 •Eastbound traffic on Franklin has been observed turning around the median into Compass Charter School •Extend the median curb on the east leg further to the east to block eastbound traffic from turning into Compass Charter School (High) North Black Cat/Franklin ' •Support the effort for an improved railroad crossing on Black Cat IFYWP-Programmed 16 IFYWP-Programmed; Downtown Locust Grove/Woodbridge•Install a pedestrian hybrid beacon Community Programs 21 City of Merdian Intersection Pedestrian Safety Taskforce Report Integrated Five Year Work Region Intersection Recommendations High Priority Identified On •Concerns with the slip lane contfict points with pedestrians (IFYWP)Ranking •Crash data indicates pedestrian and vehicle improvements may be needed beyond what the task force is qualified to identify •Evaluate synchronizing and lengthening the crossing RRFB stages at the northwest corner so pedestrians can cross in a single phase South Eagle/Amity without IFYWP-Programmed;RSAP 34 •Fill sidewalk gap on the northwest corner •Paint a bike ladders on the west and east legs prior to the right IFYWP-Programmed; North Locust Grove/McMillan turn lanes IFYWP-Non-programmed 11;29 •Prioritize pedestrian push button to have IFYWP-Programmed; North Meridian/McMillan less vehicle light cycles between walk times IFYWP-Non-programmed 18;30 I rAIP ; I r �r i I, I y _ 1 M J � � �_ et f• - -T • • • • • • - INTER tr III — — ♦ �+�'a"�� ., E IDIAN�--- 33 E Broadway Ave., Ste 102 Meridian, ID 83642 I D A H O Phone: (208) 884-5533 INTERSECTION & PEDESTRIAN SAFETY TASK FORCE Members City of Meridian Councilman John Overton Dave Miles Caleb Hood Miranda Carson Stephany Galbreaith Ada County Highway District Ryan Head Meridian Police Department Chief Tracy Basterrechea Captain Berle Stokes Corporal Adnan Rudan Motor Officer Jacob Simon West Ada School District Dr.David Reinhart Community Planning Association of Southwest Idaho Hunter Mulhall E IDIAN,------"'IHO TABLE OF CONTENTS Executive Summary 1 Recommendations 13 ■ Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 ■ Recommendations for Improvements. . . . . . . . . . . . . . . . . . . . . . . 13 ■ Collaboration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 ■ Recommendations for Next Steps . . . . . . . . . . . . . . . . . . . . . . . . . . 13 ■ Community Outreach . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 ■ Safety Audit. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Conclusion 1S ■ Recommendations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 Purpose 2 Intersection Notes and Recommendations Exhibit A ■ Overarching Goals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 ■ Action Items: Short, Medium, & Long Term. . . . . . . . . . . . . . . . . . .2 Community Comment Responses Exhibit B Intersections Audited Map 3 Meridian Police Department Analysis Exhibit C Scope 4 ■ Establish Stakeholder Group . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 ■ Review Ongoing Efforts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 ■ Review of Existing Data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 ■ Map:All Fatal, Bicyclist, or Pedestrian Crashes at Signalized Intersections 2018-2022. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 ■ Map:All Crashes at Signalized Intersections 2018-2022. . . . . . . . . .7 ■ Charts: Meridian Police Department Data. . . . . . . . . . . . . . . . . . . . .8 ■ Analysis Methodology& Safety Audit. . . . . . . . . . . . . . . . . . . . . . . .8 Community Outreach 10 ■ Community Feedback Integration . . . . . . . . . . . . . . . . . . . . . . . . . .10 ■ Outreach Initiatives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10 ■ Table: Summary of 93 Comments/Concerns Received . . . . . . . . . 11 ■ Map Survey for User Feedback ■ Map: Location of Comments/Concerns Received . . . . . . . . . . . . . 12 Safety Audit EXECUTIVE SUMMARY MIPS embarked on a comprehensive safety audit reviewing over 140 sites utilizing a multifaceted approach. Purpose • Analysis of crash data The Meridian Intersection and Pedestrian Safety • Identification of on-site hazards (MIPS) Task Force was established in response to • Street light audit tragic pedestrian versus vehicle crashes that have occurred in Meridian. The task force was charged • Review of community feedback with evaluating the experience for non-vehicle • Detailed intersection reviews travelers, such as walkers and users of bikes/scooters. Recommendations The Taskforce established clear goals, to improve Through these collaborative efforts, the task force o safety for all mobility network users, utilize data identified a range of recommendations. N for safety improvements, and centralize resources Evaluate Speed Limit Defaults and Reductions o for community concerns. 0- 0 Study Bicycle Facilities Collaboration • Bike Lane Interactions and Vehicular Traffic 0 This endeavor has been a joint effort from the • Current application of ACHD's Bike Policies City of Meridian, Ada County Highway District Study Pedestrian Facilities (ACHD), Community Planning Association of Idaho (COMPASS), and West Ada School District (WASD). Pedestrian Overpass opportunities The Taskforce met 14 times over 8 months (estimated • Sidewalk Gap Analysis over 24 hours of meeting time) and held innumerable . Establishment of a Central Repository for other breakout meetings and discussions. Transportation Safety Information This effort would not have been possible without • Retrofit 184 Street Lights from Halogen to LED 05 the expert opinions the Meridian Police Department • Identified Intersection Improvements in Exhibit A provided from on-site visits and their presence at New crosswalk paint and signalizations every Taskforce meeting. • Improvements to existing crossings Community Outreach • Specific area speed reductions Outreach included a dedicated web page with • Traffic signal changes resources for residents to report concerns needing Improvements to Pathway, Sidewalk, and immediate attention and an interactive map survey Bike lane gaps and deficiencies to report user experience. PURPOSE The Meridian Intersection and Pedestrian Safety Action Items (MIPS) Task Force was established in response to Short Term tragic pedestrian versus vehicle crashes that have occurred in Meridian. These unfortunate incidents • Establish stakeholder group served as a catalyst for a collective call from elected officials at both the City of Meridian and Ada • Review current and ongoing efforts by County Highway District (ACHD) to establish a task stakeholder agencies force dedicated to addressing safety concerns at major intersections and pedestrian crossings, with Confirm scope with ACHD Commission and co a particular focus on locations near schools. Meridian City Council N The task force was charged with evaluating the Medium Term o experience for non-vehicle travelers, such as . Analyze existing data and crash reports walkers and users of bikes/scooters. The MIPS team members recognize the importance of keeping our • Determine methodology used to analyze existing o community safe and walkable through responsible conditions at crossings and intersections transportation planning, design, and enforcement practices. Pedestrians and other non-vehicle travelers Conduct a safety audit of signalized intersections have a right to use our roads without worrying and enhanced pedestrian crossings in Meridian 0 about being struck by a vehicle. Solicit public input on experience at Meridian N The Task Force began the study process by intersections for non-vehicle travelers establishing the following goals and action items. Long Term 05 C_ Overarching Goals Report a summary of findings from Safety • Improve the safety of all mobility network users Audit and present to ACHD Commission and • Utilize data for initial and continuous safety Meridian City Council improvements Utilize findings from Safety Audit to help in • Centralize resources for the community to the future prioritization of community and bringforward concerns road projects within the ACHD Integrated Five o Year Work Plan _ U INTERSECTIONS AUDITED GHINDEN W O C7 MGMIL•L--AN a U Q � � O z \ U) Q TIGK N CN Uj v—ERRY \ FAIR.IEW Q Intersections Audited D O RegiOon North 1 PINE FxFCUTI�F O L O Downtown FRANKLIN O South --� z } > O 1 Se 2 � } Miles AND EB ' 01 m � W , Q v� L C� t' O� N JLU - VIC—TORY z A a � W O ~ AM� Z } N Q__. N W l� �++—L-AKE-HAZEL � V' �r N♦ C GOLUMBIA O U SCOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Establish Stakeholder Group Image Welcome to Meridian sign The Meridian Intersection and Pedestrian Safety Task Force (MIPS) is a collaborative endeavor involving multiple stakeholders dedicated to enhancing the safety of intersections and pedestrian crossings. w, Spearheaded by the City of Meridian and the Ada County Highway District (ACHD), this initiative brings together a diverse coalition of organizations co to conduct a comprehensive safety audit. N Coordinating such an extensive audit across a range - o Q of intersections demands meticulous planning and °` 1 communication. Stakeholders like the Meridian �4,i - Police Department, West Ada School District `\ _. _ o (WASD), and Community Planning Association of Southwest Idaho (COMPASS) play crucial roles. Review Ongoing Efforts Regular, extended meetings spanning nine months City of Meridian N have facilitated in-depth discussions, ensuring that C various perspectives and concerns are considered The City of Meridian prioritizes safety through development requirements and multiple department and addressed. -0 practices. The Transportation Commission and These frequent engagements allow the MIPS team Subcommittees play a pivotal role as they respond 05 to leverage the expertise and resources of each to resident requests for specific projects and site o agency. Together, they work synergistically to identify reviews and assess and prioritize projects for the potential hazards and develop recommendations City's interest. The Parks Department focuses on pathway network improvements, while the that enhance the safety of non-vehicle travelers on police Department enforces regulations and tracks bikes, scooters, walking, etc. Through their united pedestrian and bike crashes. Lastly, Community efforts, the task force aims to create intersections Development Block Grants are administered in that prioritize the well-being of the community eligible areas for eligible pedestrian enhancements they serve. like street lighting. U Ada County Highway District neighborhoods, sidewalk/crossing/infrastructure ACHD takes an active approach to improving safety gaps in the walkable network, and opportunities to with a range of initiatives. Neighborhood Bike and improve or upgrade existing infrastructure. Further, Pedestrian Plans are updated every 9 years with COMPASS secured a federal planning grant through community input. Advisory groups like the Pedestrian the Safe Streets and Roads for All program to Advisory Group, Bicycle Advisory Group, and ADA complete a Regional Safety Action Plan to identify Advisory Committee contribute valuable insights. crash trends, high-risk roadway characteristics, They conduct pedestrian crossing maintenance and proven safety countermeasures to reduce the and audits, program Community Projects through number of serious and fatal injuries for all modes. the Integrated Five-Year Work Plan (IFYWP), and That effort will kick off in September of 2023. review intersection signals for pedestrian-friendly intervals. The Safety Around Schools review effort 0 Review N further demonstrates their commitment. CN ACHD Data } West Ada School District Crossing Types: "• " • ' Beacono CRoundabout, • The West Ada School District concentrates on safety Rectangular Flashing Beacon ; through systematic reviews. The Student Mobility Id .--. o Safety Commission conducts safety audits for each ane • N school's walking zones every 3 years. Further they presence ; type > identify and review bus stop locations for pupilpresence ; typea� security. They also prioritize and request resident ° and school administrator requests for projects Crash through the IFYWP process. _ridian rates. _ Department •at aD Q) versus vehicle crash statistics a_ Community Planning Association of Southwest Idaho �' estrian COMPASS adopted a Complete Network Policy * IntersectionOfficer's site visit ,notes roundabout, o in its most recent long-range transportation resenc_ U & type plan, Communities in Motion 2050. The policy e School proximity & school zone signal (D • • identifies regional networks and the infrastructure presence accommodations required to provide safe and identificatione Hazard ; photos 0 efficient travel for all modes. COMPASS is currently Speed 9 working to identify ways to improve walkability to schools in the region. An analysis is underway to Meridian Public Works Department Data ° identify schools with low walkability to adjacent e Street light presence •- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Map All Fatal, Bicyclist, or Pedestrian Crashes at Signalized Intersections 2018-2022 ~ FIN DEN L3L Map Overview Key Locations MILLAN F- *Ten Mile Road Road a Cl *Meridian Street & Central Drive / Main Cl) wMeridian & Pine N ❑ O a N Avenue CHERFY LN FAIFWIEW E *Linder • • & Pine AvenueP1Kwftvr Eagle Road & Easy Jet Q Street J W U L FKAN Ih RD a ❑ W 9 Ustick Road i Records Avenue / N Eagle Road i3 Key Y t Takeaways J � m u ER Most locations Legend N LA MOW RD crash Fatalities occurred*Fatality crashes N Bike Crashes VICTORr RI major1 1 Count but follow • . • C-6 C q7 disbursement along • o U AMIT R❑ c 2 -W 4 W W K U Ped Crashes W Source: • • County • • W 4 District Count t LAKE FV.ZEL RD r J N 0 h t O CDL MGIA RD U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Map.All. trashes. .at Signalized.Intersections. . .2018-2022. FI NDEN BLUE OverviewMap MILLAN RD Key • • • *Eaglens • . • Meridian • . • Main Street J K ❑ W K RD r J *Ten Mile Road <`7 • N W p ❑ N 5 Lane — m HERRV LN IRV WKey TakeawaysO J PI V E ' • • • � N FRANKLI D HighwaysT State Speeds i O • • • i -�Z Ln I O Source: Ado County Highway ER' District LA MO Wr RD �L } N VICTO R❑ Legend C O Q } 10-25 AMIT V R❑ W N Q 26-50 W N _ 0 } w 51-7 5 J w r~n J � 76-100 0 " O LAKE ZEL RD J U N 101-950 �E O } COL MBIA RD U Meridian Police Department Data Analysis Methodology & Safety Audit _ following charts reference information in Exhibit C. The analysis methodology for the Meridian Moving Violation Citations &Warnings 2018-2022 Intersection and Pedestrian Safety Taskforce 5542 encompassed a rigorous and multi-faceted approach 0 to comprehensively assess safety concerns. Crash Data and Analytic Review 609' �� 1731 The process commenced with an in-depth analysis of crash and citation data for the entire city. This comprehensive review scrutinized crash causes, : 2019 2020 2021 2022 fatality records, injury severities, time distributions, M and specific locations. A particular focus was m Citation m Warning N directed towards collisions involving pedestrians } Pedestrian Citations &Warnings 2018-2022and bicyclists, aiming to unveil trends and patterns $ that could guide safety measures. A full analysis from the Meridian Police Department can be found Id in Exhibit C. 18 On-Site Hazard Identification by Police Officers In parallel, police officers visited every signalized ) and arterial/arterial intersection in the study area. 2018 2019 2020 2021 2022Their expertise allowed them to identify potential aD m Bicycle m Pedestrian hazards and observe the user experience. Officers provided the MIPS team notes from the firsthand � Crashes Involving Bicycle or evaluations. Their professional insights, based on .o field experience, and their continued support during each team meeting contributed significantly to 2021 34 comprehending intersection complexities. 020 24 o Street Light Audit by Meridian Public Works 0 • The Meridian Public Works team conducted a o comprehensive audit of every street light in the city. Their assessment identified 65 locations (with 184 lights) that would benefit from a retrofit effort to facilities. Furthermore, this collaborative approach upgrade the existing halogen bulbs to LED bulbs. incorporated data and site attributes provided by By recommendation of MIPS and collaboration with the Ada County Highway District (ACHD) and the Public Works, these improvements will be prioritized Meridian Police Department (MPD). in the City's Streetlight Master Plan. LED bulbs are the City standard for new bulbs. 0 Comprehensive Intersection They require less frequent replacements leading The review encompassed a comprehen- to more consistent lighting and thus a safer and sive evaluation of multiple more comfortable experience for pedestrians. LEDs Site context (proximityto parks, •• also have energy saving implications. shopping centers, other destinations) M-Vehicle lane • • count N Taskforce Collaboration and Intersection Audits .• speed N The Taskforce convened over multiple months to *Infrastructure such as: 0 audit individual crossings and intersections. 0 Ramps (D 0 Refuge Over 140 sites were reviewed. Sites include all Medianspedestrian) L 0 crossings in Meridian City limits meeting one *Pedestrian-cyclist interaction with vehicular of the following conditions (with the exception lanes of crossings under construction at the time of e Visual obstructions review): intersections of 2 arterial roads, signalized ° intersections, and signalized pedestrian crossings. working The taskforce also reviewed sites and corridors that order) are known, or were reported from the community - of . - d bike feedback, to be frequently used despite inadequate lanes facilities and markings. e Crosswalk placements o U -• - ; signage N Detailed notes from police officers' on-site *Pathway widths , assessments, 2022 aerial imagery, and communityradii comments informed the discussions between MIPS Pathway endpoints members from the City, COMPASS, WASD, andfocuspassive ACHD. The Idaho Transportation Department also permissive left turn signals & leadingo participated in the review of intersections on their pedestrianU COMMUNITY OUTREACH Community Feedback Integration Engaging the community and incorporating their SocialU City Media Analytics valuable perspectives into the transportation Facebook planning process is a cornerstone of the Meridian 9 2 Posts Intersection and Pedestrian Safety Task Force e 2,041 • Impressions initiative. Recognizing the importance of community (times the post was on screen) input in shaping safer intersections and pedestrian 9 106 Post Engagements crossings, the Taskforce undertook outreach efforts M that reflected its commitment to collaborative rarn N decision-making. Inst' = — } Post o a Outreach Initiatives Nextdoor Collaborating closely with the City and ACHD ost Communications teams, MIPS established a dedicated e Published to 51,189 members web page to serve as a central hub for project- related updates and information dissemination. July 10, 2023 2 This page also included links to the Meridian eReceiv. • 8,476 opens Public Works Streetlight Outage, ACHD Tell US, 67 direct to _ • page and WASD Transportation Help Desk ticket systems D with instructions on how residents can report Q) transportation and intersection concerns needing � immediate attention to the appropriate agencies. To enhance visibility and engagement, the MIPS o link was also strategically highlighted in popular U This platform, prominently featured on the City's searches on the City's home page, further inviting website at www.meridiancity.org/transportation, residents to participate. Additionally, the initiative aimed to ensure easy access for residents seeking gained traction through a comprehensive social 0 vital information about the initiative's progress and media strategy orchestrated by both the City and gather feedback. The MIPS link was prominently ACHD, amplifying awareness of the ongoing efforts o positioned as the first tile on the transportation and encouraging public participation. } web page, simplifying navigation for residents. v . . . . . . . . . . . . . . . . . . . . . . . Table S.ummary. . . 'of' 93. .Comments/Concern. . . . . . . .s Received Map Survey for User Feedback An integral aspect of the community engagement General Comments Count strategy was the implementation of a map survey, which provided an interactive platform for residents Congestion Concern 22 to share their personal intersection experiences and Signal Request 12 concerns. Over a two-week period, the survey was Roundabout Request g open, eliciting a substantial 62 responses from the community. These responses were diligently reviewed Enhanced Pedestrian Crossing Request 7 by the Task Force, and the insights gleaned were Speeding Concern 7 shared with elected officials and relevant agencies. Bike Crossing Request 5 The information collected through the survey o Four-way Stop Request 4 was integrated into MIPS recommendations for N improvements. In total, 93 comments and concerns o Pathway Gap Concern 4 were identified within the 62 responses, reflecting a Bike Path Request 3 diverse range of perspectives and experiences. Each 0 comment was methodically examined to determine its o Pedestrian Crossing Request 3 agency coordination, ensuring that community voices Police Enforcement Request 3 were matched with actionable steps. Notably, select Visual Obstruction Concern 3 concerns were directly integrated into intersection- 5 specific recommendations, showcasing the task Eagle Speed Comment 2 force's commitment to prioritizing community needs. aD FSpeed Limit Change Request 2 In conclusion, the MIPS initiative's community 05 Vehicle Lane Concern 2 engagement endeavors, encompassing web presence, email marketing, social media outreach, and the ° Vehicle Signal Timing Concern 2 U interactive map survey, underscore its dedication (D Bus Stop Request 1 to responsiveness. By actively involving residents Parking Restriction Request 1 in shaping the intersection and pedestrian safety landscape, the task force aligns its efforts with the School Zone Signal Request 1 community's priorities, thereby fostering safer and Traffic Calming Request 1 more vibrant public spaces. For a comprehensive o list of survey responses, please refer to Exhibit B. Map. . .Location. . . . . . of C . .omments/Co. . .nc.erns R. . . .eceived. . . . . . . . . . . . . . . . . . . . CHfiNDEN a MCMIL•L-AN #L z � U. W 1 > � � USTI6K �� c7 — � M CLL O S w U CV LU 0 A 0 f u i cU CHERRY FAIRVIEW � v � `_PINE "' F Comments Recieved kFCUT rve Sparse m W a FRANKL-IN�-- O Dense g w I 0 Miles LANd ui J J �� N C7 OC C: W W > i . o N VICTORY 71DN U - \ dS O PIIFTY } U N ^L^`` LAKE-HAZEL U �r � • COL•UMB•I•"A U RECOMMENDATIONS Following thorough assessments of each intersection, Recommendations for Next Steps the taskforce recorded recommendations for required enhancements and additional evaluations. These The Task Force recognizes the paramount importance recommendations were drawn from the collective of continually advancing safety at intersections expertise of the stakeholders and aimed to improve and acknowledges that improvements can always user experience and address safety deficiencies be made. Considerations should always be made effectively. for incorporating creative solutions and emerging The Taskforce recognizes the engineering and technologies into improvements. To that end, maintenance responsibility for roadways ultimately we propose a multifaceted approach to further o lies with ACHD and ITD. Recommendations for evaluations for safety and accessibility within the specific intersections, general treatments, and future City of Meridian. o evaluations are not intended to be prescriptive, but Speed Limit Reduction Evaluation rather to further collaborative conversations as we seek continuous improvements and evaluations. In accordance with the current Idaho Code, we o should undertake a comprehensive evaluation N Recommendations for Improvements of opportunities for reducing speed limits within Recommendations range from immediate needs Meridian and establishing a default arterial speed. 2 to future needs. Immediate needs will be shared Lowering speed limits, where appropriate, can with the ACHD Traffic Team, and future needs significantly contribute to safer intersections and will be prioritized by the Meridian Transportation protect vulnerable road users, such as pedestrians. Commission Prioritization Subcommittee and This effort should be done in a context sensitive coordinated with the appropriate agencies. approach to consider the road use, current � By amalgamating crash data, police insights, engineering, and potential engineered improvements site assessments, and collaborative discussions, to reduce design speed where appropriate. the methodology ensured a comprehensive C understanding of safety concerns, leading to strategic Bike Lane Interactions and Vehicular Traffic U recommendations for improved intersection and While our focus was largely on pedestrian facilities, pedestrian safety throughout the City of Meridian. the safety of non-vehicle travelers intrinsically :�i A full list of improvement recommendations can includes the interactions of bike lanes and vehicular ° be found in Exhibit A. traffic, we recommend conducting an in-depth v . . . . . . . . . . . . . . . . . . . . . . . . . . . study that focus on these interactions. This research Image.Sidewalk. . gaps on Victor. y.Road between. . *Glacier'Ba.y.and. .Mesa will provide essential insights into optimizing infrastructure, traffic management, and educational -1 campaigns that promote secure and accessible cycle facilities. Application of ACHD's Bike Policies We should continue to foster collaboration with the Ada County Highway District (ACHD) to ensure the Sidewalk Gap Filling Through Development effective implementation of their policy regarding The Task Force recommends a thorough examination bike ladders and boxes at appropriate intersections. of how Meridian could utilize the development co An evaluation should be completed to ensure the process to expedite the filling of sidewalk gaps. N current policies are applied at all City arterial/ Identifying gaps and ensuring their timely completion o arterial and signalized intersections. This alignment is fundamental in enhancing pedestrian safety and with ACHD's guidelines will streamline our efforts accessibility. in creating safer intersections for both pedestrians Central Repository for Transportation Safety and cyclists. Collaboration with partner agencies to establish Pedestrian Overpasses and Underpasses and maintain a central repository for all things related to transportation safety is imperative. Such ° Exploration of the feasibility of constructing p y p pedestrian overpasses and/or underpasses at a repository will streamline data accessibility for the strategically identified locations, while a large public and facilitate coordinated efforts towards undertaking, should be considered. This infrastructure improving safety and accessibility. can offer a dedicated and safe route for pedestrians, These recommended next steps collectively represent o eliminating the risk of intersection conflict points. a holistic approach to advancing pedestrian safety at This study should determine the practicality, cost- intersections. By addressing infrastructure, policies, effectiveness, and potential locations for overpasses data management, and collaborative efforts, Meridian and/or underpasses. Recommended locations to can further solidify its commitment to creating consider include: The Village, Eagle at 1-84, Railroad a safer and more accessible environment for all residents and visitors. We look forward to actively ]�i between Eagle and Cloverdale, Eagle at Fairview, pursuing these initiatives in line with our vision of o Eagle at St. Luke's, Fairview at Records. a safer and more accessible city. ftZ CONCLUSION The Meridian Intersection and Pedestrian Safety Task Force has undertaken a comprehensive and collaborative approach to identify enhancements that could be made to increase the safety of intersections and pedestrian crossings throughout the city. Guided by a meticulous analysis methodology, involving crash data assessment, on-site hazard identification, site attribute review, and community engagement, the task force has identified opportunities for a substantial number of experience and safety improvements. This endeavor has been characterized by a profound commitment to community involvement, ensuring that the voices of residents shape the solutions recommended. Through a dedicated web page, interactive map survey, and a robust social media strategy, the task force has demonstrated an unwavering commitment to 0 N responsiveness. — 0 The City of Meridian extends its deepest Image*End*of the Main Street and Meridian Road couplet, northV Franklin Road. gratitude to the elected officials, Ada County Highway District, Meridian 0 Police Department, Community Planning Association of Idaho, and West Ada School District. Their collective - dedication, time commitment, and } expertise to collaborate have been - (, integral in shaping the course of this endeavor. 05 The recommendations identified - - by the MIPS team are focused on , a future where intersections and crossings prioritize the well-being of ° all community members. The pathway r forward is clear—a safer and more , - f X;, 0 pedestrian-friendly city awaits. U U Exhibit A: Intersection Notes and Recommendations Region INS Road EW Road Recommendations High Priority City Wide • Paint bike ladders on the intersection approach when bike lane is to the right of the right turn lane General Bike •Consider painted bike ladders at intersections over 70'wide or with landscaped medians •Consider bike turn medians at intersections • Future bike studies should consider Locust Grove to be identified as a bike corridor City Wide • Paint crosswalks at arterial/collector intersections that are over 70'or have landscaped medians General • Install pedestrian refuge islands at existing midblock crossings(and future designed midblock crossings)that meet Pedestrian the following criteria:the crossing is over 3 lanes and other intersecting streets are over 100'away •Consider refuge islands on intersection legs over 7 lanes • Implement leading pedestrian intervals(LPI)along full corridors • Roundabouts(RAB)should include Rapid Rectangular Flashing Beacons(RRFB)at crosswalks •Consider In-Road Crosswalk Lights(IRWL)with all Rapid Rectangular Flashing Beacons(RRFB)installations • In-Road Crosswalk Lights(IRWL)should be considered for crosswalks with higher reflectivity/visibility needs •Set a guideline on frequency of painting crosswalks based on vehicle miles traveled City Wide •Whenever feasible do not implement passive permissive yellow lights at intersections with U-turns and on-street General bike facilities Vehicular North • Eagle,City Limits to Overland -Build a pathway Area/Corridor North Speed • Meridian,Cherry to Ustick-reduce speed to 35 MPH Limits •Ten Mile,Chinden to Franklin-reduce speed to 35 MPH •Ten Mile, Franklin to 1-84-reduce speed to 40 MPH • Eagle Road,City limits to Overland-reduce speed limit on to 45 MPH • Black Cat Road,Chinden to City limits-reduce speed limit on to 40 MPH North 3rd Ustick • Paint new crosswalk on the north leg North Arrowwood Ustick • Paint new crosswalks on the north and south legs North Benchmark Franklin No noted improvements;good example North Black Cat Cherry • Paint a bike ladder on the east leg prior to the right turn lane • Install a transition for the westbound bike lane across Cherry and onto the multi use pathway North Black Cat Chinden • Install school zone flashers on Black Cat approach to Pleasant View • Paint new crosswalk on the north leg • Refresh painted crosswalks on the east and west legs • Update the crosswalk painting frequency on the east and west legs to ensure the crosswalk is always visible in this high traffic intersection North Black Cat Franklin • Eastbound traffic on Franklin has been observed turning around the median into Compass Charter School • Extend the median curb on the east leg further to the east to block eastbound traffic from turning into Compass Charter School(High) ' •Support the effort for an improved railroad crossing on Black Cat North Black Cat Moon Lake • Paint new crosswalks on east and west legs Exhibit A- 1 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit A: Intersection Notes and Recommendations �Region NS Road EW Road Recommendations High Priority_ North Black Cat Ustick No noted improvements;under design North Boise Co-op at River Valley • Evaluate for crossing The Village North Centrepoint Ustick • Fill sidewalk gap on southern side of Ustick,east of Centrepoint North Eagle Fairview • Install pedestrian refuge islands on Fairview legs • Paint bike ladders on east and west legs prior to the right turn lanes North Eagle Franklin • Evaluate feasibility of straightening the crosswalk on the west leg North Eagle 1-84(N On-Ramp) •Southbound pathway ends abruptly between on ramps.Perform a pedestrian count to evaluate usage. • Finish pathway connection and in the interim add warning signage(High) ' North Eagle 1-84(S On-Ramp) • Prioritize connecting the pathways on the east side of Eagle.Pedestrian traffic can intersect vehicular lanes at the existing signal at the eastbound 1-84 on ramp. • Evaluate an interchange redesign for better vehicle,pedestrian,and emergency vehicle connectivity North Eagle Pine • Paint bike ladders on west leg prior to the right turn lane North Eagle River Valley • Install pedestrian refuge island on east leg North Eagle St Luke's •Coordinate with St Luke's and Ada County Paramedics to explore options to improve emergency vehicle connectivity North Eagle Ustick • Escalate addition of leading pedestrian interval(High) • Install pedestrian refuge islands on all legs • Evaluate relocating or shortening utility boxes on south east and northwest corners North Eagle Village • Install a pedestrian crossing signal across Village Dr North Fox Run Chinden • Paint bike ladder adjacent Fox Run at access to 6351 N Fox Run Way North Hickory Fairview No noted improvements;under design North Lauderhill Cherry • Upgrade to directional ramps • Evaluate if crosswalks angles can be straightened North Linder Cayuse Creek • Paint bike ladder on Linder adjacent to Cayuse Creek North Linder Chateau No noted improvements North Linder Chinden No noted improvements North Linder Divide Creek • Paint new crosswalk on Divide Creek • Paint bike ladders on Linder adjacent to Divide Creek North Linder McMillan • Paint bike ladders on all legs prior to the right turn lanes North Linder Monument No noted improvements North Linder Orchard Park No noted improvements North Linder Stone Valley No noted improvements North Linder Turtle Creek • Paint a crosswalk on Turtle Creek • Evaluate need for ADA compliant ramps at pedestrian hybrid beacon North Linder Ustick • Paint bike ladders on all legs prior to the right turn lanes Exhibit A- 2 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit A: Intersection Notes and Recommendations Region INS Road EW Road Recommendations High Priority North Locust Grove Chateau • Evaluate the vison triangle on all corners and coordinate with code enforcement to mitigate any obstructions (High) •Trees may be causing a visual obstruction on the northwest corner • Install candles or other vertical elements to buffer the bike lanes on Locust Grove •Corners should be bulbed to slow turning movements North Locust Grove Chinden • Install continuous streetlights on Chinden North Locust Grove Heritage Park •Coordinate with WASD to educate Heritage Middle students to use the crosswalk or add another crossing guard North Locust Grove Leigh Field •Add a full signal to the Integrated Five Year Work Plan request list to be prioritized by Council North Locust Grove McMillan • Fill sidewalk gap on the northwest corner • Paint a bike ladders on the west and east legs prior to the right turn lanes North Locust Grove Ustick • Paint a bike ladder on the north leg prior to the right turn lane North Long Lake Chinden No noted improvements;good example North McDermott Ustick No noted improvements;under construction North Meridian Chinden • Paint bike ladder on south leg prior to right turn lane North Meridian Director • Paint new crosswalks on the east and west legs North Meridian Ensenada •Coordinate with WASD to educate Heritage Middle students to use the crosswalk or add another crossing guard North Meridian James Court No noted improvements North Meridian McMillan • Prioritize pedestrian push button to have less vehicle light cycles between walk times North Meridian Ustick • Paint bike ladders on all legs prior to the right turn lanes North Meridian Woodbury No noted improvements North Parkdale Pine No noted improvements;good example North Records Fairview • Install pedestrian refuge island on Fairview North Records Ustick • Evaluate removing passive permissive left and extending protected left signal on all legs North Red Horse McMillan • North leg needs reflective paint or accents on the crosswalk for better visibility North Ten Mile Cherry • Install bike lane with transitions to/from the sidewalk on the east leg North Ten Mile Chinden No noted improvements North Ten Mile Fivemile Creek No noted improvements Path North Ten Mile Franklin • Repaint the crosswalks with high visibility bars North Ten Mile Grand Rapids • Evaluate opportunity for pedestrian refuge island North Ten Mile 1-84 • Install rapid rectangular flashing beacons at the crosswalks • Paint bike ladders at all locations the vehicle lane crossing the bike lane North Ten Mile Lost Rapids No noted improvements;functions well North Ten Mile Malta • Paint a crosswalk on Malta • Paint a bike ladder on Ten Mile adjacent to Malta North Ten Mile McMillan No noted improvements North Ten Mile Pine No noted improvements Exhibit A- 3 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit A: Intersection Notes and Recommendations Region INS Road EW Road Recommendations High Priority North Ten Mile South of Park • Replace the full signal with a pedestrian hybrid beacon Creek • Install pedestrian refuge islands at the midblock crossing North Ten Mile Teter • Paint new crosswalk on the west leg •Trees may be blocking the pedestrian hybrid beacon signage/lights(High) North Ten Mile Ustick No noted improvements North Ten Mile Vanguard No noted improvements North Marshalls at The Village No noted improvements Village North Todd Cherry • Evaluate if lighting is adequate • Mitigate conflicts between turning drivers and crosswalk users;evaluate for raised medians to restrict/guide turn movements North Touchmark Franklin • Paint new crosswalk on the north leg North Tree Farm Way Chinden • Bainbridge landscaping elements do not align with the crosswalk location North Troxel Ustick • Install a pedestrian hybrid beacon • Paint new crosswalk on the north leg North Wayfinder Franklin No noted improvements;wait to evaluate for a fill signal installation North Webb Pine • Install signage/paint for a sharrow through the RAB • Paint zebra crosswalk on the north leg • Install RRFB • Move the RAB markings on the pavement back 50'on the east leg,west and/or northbound lanes.The directional markings come too late to adequately determine which lane to enter for the appropriate direction of travel. Downtown • Franklin to Bower&Meridian to Main-Evaluate for better multimodal connectivity at intersections and along Area/Corridor walk/bike routes • Main,Idaho to Broadway -Parking needs to be restricted at alley approaches;improve the vision triangle for people turning into/out of the alley • Main,Watertower to Fairview-Bike lane needs new paint markings and signage • Franklin,Linder to Locust Grove-Install continuous bike lanes • Meridian, 1-84 to Cherry-Install continuous bike lanes Downtown 2 1/2 Washington • Repaint the crosswalks with high visibility bars Downtown 8th Cherry • Evaluate the need for directional ramps Downtown 8th Pine No noted improvements Downtown Lakes Fairview • Paint new crosswalk on the west leg(High) • Evaluate for an additional crossing between Main and Lakes Downtown Linder Cherry • Evaluate for ADA compliance Downtown Linder Franklin No noted improvements Downtown Linder Meridian High • Evaluate the distance from stop bar north of the crosswalk to the crosswalk Downtown Linder Pine •Add bike medians for turn movements Exhibit A-4 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit A: Intersection Notes and Recommendations Region INS Road EW Road Recommendations High Priority Downtown Locust Grove Central • ICOM sign blocks view from eastbound Central to Locust Grove • Evaluate the vision triangle on the northwest corner • Evaluate the location of the midblock crosswalk on Central to determine if it should be moved to the pathway adjacent to the ICOM parking lot Downtown Locust Grove Fairview • Paint a bike ladder on the west leg prior to the right turn lane •Complete bike lane gap Fairview,Locust Grove to Dixie Ln • Install pedestrian refuge islands on Fairview Downtown Locust Grove Franklin • Paint a bike ladder on north and south legs on the bike lanes adjacent to right turn lanes Downtown Locust Grove Locust View • Install a pedestrian hybrid beacon Downtown Locust Grove Pine • Paint a bike ladder on the east leg prior to the right turn lane • Evaluate the sight triangle on the northwest corner and mitigate obstructions by considering options to lower/shift the fence or consider a"No Right on Red"at the signal from southbound Locust Grove to Pine(High) Downtown Locust Grove Woodbridge • Install a pedestrian hybrid beacon Downtown Main Broadway • Evaluate removing passive permissive left •Good bulb-outs • Restrict parking on Main at the alley entrance north of 713 N Main to ensure a good vision triangle(High) . Downtown Main Central • Paint zebra crosswalks on Main St north leg and Central Dr leg Downtown Main Corporate • Paint bike ladder on Main prior to right turn lane Downtown Main Fairview • Install pedestrian refuge island on Fairview •Width is concerning Downtown Main Franklin • Pathway south of Franklin ends at the intersection • Paint bike lane on Main • Evaluate how to transition cyclists from the pathway to bike lane Downtown Main Gem No noted improvements Downtown Main Pine No noted improvements;functions well Downtown Meridian Autumn Park Ln •Sidewalk repairs needed at alley access south of Les Schwab Downtown Meridian Broadway • Evaluate if a full signal is warranted • Review pedestrian crossing time Downtown Meridian Carlton • Evaluate if lighting is adequate • Paint new crosswalks on the east and west legs Downtown Meridian Corporate No noted improvements Downtown Meridian Fairview • Update the crosswalk painting frequency •Add bike lane ending signage on westside of Meridian Road between Carmel and Fairview Downtown Meridian Franklin • Evaluate how to improve alignment of vehicular lanes on Franklin through the intersection Downtown Meridian 1-84 • Paint bike ladders at all locations the vehicle lane crossing the bike lane Downtown Meridian Pine No noted improvements;functions well Downtown Meridian Library Cherry • Pedestrian refuge island needs reflective paint or accents for better visibility Exhibit A- 5 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit A: Intersection Notes and Recommendations Region INS Road EW Road Recommendations High Priority Downtown Meridian/Main Central • Paint zebra crosswalks on Meridian Rd north leg and Waltman Ln leg • Paint bike ladder on Meridian prior to right turn lane •With Waltman development,install crosswalk on the south legs Downtown Pathway w/o Pine No noted improvements;good example Stonehenge Downtown Storey Park Franklin • Install a wider landing on the south side Downtown Stratford Franklin • Replace"Keep Clear"pavement markings with"Do Not Block Intersection"markings at the Fire Department driveway South Speed •Ten Mile, 1-84 to south Meridian-reduce speed to 40 MPH Limits South 5th Overland • Paint the crosswalk on the north leg South Brandy's Jewel Victory No noted improvements South Eagle Amity •Concerns with the slip lane conflict points with pedestrians •Crash data indicates pedestrian and vehicle improvements may be needed beyond what the task force is qualified to identify • Evaluate synchronizing and lengthening the crossing RRFB stages at the northwest corner so pedestrians can cross in a single phase without South Eagle Easy Jet No noted improvements South Eagle Goldstone • Evaluate for ADA compliance;needs truncated domes South Eagle Overland • Bike facilities are needed on Eagle •Add bike turn medians for turn movements • Paint a bike ladder on the east leg prior to the right turn lane South Eagle Ridenbaugh • Evaluate the feasibility to replace full signal with a pedestrian hybrid beacon and give Fire Department access to activate immediately South Eagle Taconic No noted improvements South Eagle Tenmile Feeder No noted improvements Path South Eagle Victory No noted improvements South Eagle Zaldia • Install RRFBs at crosswalks South Hillsdale Stockenham • Install a feedback speed limit sign Elementary • Install school zone flashers •Concerns with parents speeding at school pick up/drop off • Evaluate the placement of the crossing or need for an additional crossing because students are crossing at Rockhampton and Lachlan •Coordinate an education effort with WASD to mitigate parent speeds and students crossing where no crossing guard is present South Linder Kodiak • Install a pedestrian hybrid beacon South Linder Overland No noted improvements;under design Exhibit A- 6 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit A: Intersection Notes and Recommendations Region INS Road EW Road Recommendations High Priority South Locust Grove Overland • Paint bike ladders on the north,west,and south legs prior to the right turn lanes • Paint a bike ladder on the east leg prior to the eastbound right turn lane to Jacksons • Evaluate opportunity for pedestrian refuge islands South Mary McPherson Amity • Install pedestrian and bike facilities with widening/redevelopment South Meridian Amity • Install pedestrian and bike facilities with widening/redevelopment South Meridian Lake Hazel • Install pedestrian and bike facilities with widening/redevelopment South Meridian Overland • Fix the eastbound bike lane gap/narrowing on Overland,Meridian to Spring Valley by widening to at least 5'and painting markings(High) • Install a transition south of Overland for the southbound bike lane on Meridian onto the multiuse pathway(High) South Meridian Victory • Paint the crosswalks on the north and south legs • Evaluate for ADA compliance • Install bike lane transitions to/from the multiuse path on the east leg •Construct a pathway on the west side of Meridian, Bloomington to Victory •Construct a pathway on the west side of Meridian, Harris to Bloomington South Meridian Overland • Paint the crosswalks on the north and south legs Promenade (Lowes/Walmart) South Millennium Overland No noted improvements;good example South Silverstone Overland No noted improvements South Standing Timber Victory • Paint new crosswalks on the north and south legs South Stoddard Kodiak No noted improvements;under design South Stoddard Overland • Install bike turn medians South Ten Mile Overland • Update signal timing so light is not green when walk is activated(High) South Wells Overland No noted improvements;under construction Exhibit A- 7 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit B: Community Comment Responses 7A,ity jschildgen Bicycle/Pedest Bicycle or Pedestrian Needs a pedestrian crossing sign and paint.There is a bike/pedestrian Weekdays PM Peak,Weekends Midday rian Facilities route that goes from one side of road and continues in other side. Heavy Improvement foot and bike traffic here now as more housing is being built.Thanks for your consideration on this. Venable Tiffany Bicycle/Pedest Lighting, Bicycle or This is supposed to be part of a Pathways connection.The best option Oakes rian Pedestrian Facilities would be a bike friendly round about built like a Holland round about,with Improvement protected bike lanes and bumps for car at crosswalks.The walkways and bike paths should remain flat,above the car lanes. If this is not possible then a very expensive,safer than nothing HAWK Crossing could be put here. We could put in a temporary,cheap round about with all the walking and biking protection.This would be a fantastic experiment to see how traffic flows,how many bikes and pedestrians use the round about and how safe the idea is begore spending money on permanent infrastructure. For a good explanation on the round about I am referring to please watch this short clip on round abouts. Less than 1 minute. https:HYoutube.com/shorts/OgwDlHxtTsM?feature=share3 I ment for this pin to be down at the 3acksons just past Settlers Park on Ustick Road. Thank you for your considerations. Big Cedar Wolf Lozanosteve Visual Other This Cross Street is a two way stop.currently drivers traveling west from Rapids Obstructions wolf rapids Dr.speed through to get to Heroes Park specially during school hours or soccer season.4 way stop is needed here.Everyday. Black Cat Gondola David Lighting Lighting,Other Stop sign/stop light needed.This intersection is awful during school hours Weekdays AM Peak,Weekdays Midday Request and is extremely dangerous when pedestrians attempt to cross on foot. School zone should be expanded to the intersection and a light installed. Black Cat Gondola David M Lighting Lighting,Bicycle or Need a 4-way traffic light and pedestrian crosswalk.Cars get backed up Weekdays AM Peak,Weekdays PM Request Pedestrian Facilities on west and east sides of Gondola. Requesting that the speed limit be at Peak,Weekends Midday 35-40 mph on Black Cat. Need more Speed Limit Signs posted on our main heavily used roads. Black Cat McMillan Ericrosmall Lighting Lighting Intersection gets kind of busy at night and not all people follow the who's Weekdays PM Peak Request next rule. Black Cat McMillan chovey Lighting Lighting There needs to be a signal at this intersection sooner than later.There Weekdays AM Peak,Weekdays Request was supposed to be one but then plans changed.Traffic is horrible at this Midday,Weekdays PM Peak,Weekdays 4 way stop all times of the day,7 days a week. Most times it is backed up Evening&Early Morning,Weekends at least 10-15 cars each direction.Sometimes it takes 10 minutes to get AM,Weekends Midday,Weekends PM, through the intersection.A signal is needed ASAP! Please fix this year. Weekends Evening&Early Morning More and more homes are planned for this area and traffic will only get worse.We can't wait for the roundabout that was scheduled for 2025 Exhibit B - 1 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit B: Community Comment Responses Pin Location Survey Response Check the conc &6escribe your experience at the intersection including a If you are experiencing these Lncern a a Wa lar da i nd co a Category concerns at a articular da =MC-e have at this intej�o MM Black Cat McMillan Marcy Lighting Lighting Ridiculous amount of backed up traffic multiple times of the day.I wish Weekdays AM Peak,Weekdays Request the city would stop putting the cart before the horse... how about putting Midday,Weekdays PM Peak,Weekdays in road and intersection improvements BEFORE you bring thousands more Evening&Early Morning,Weekends vehicles to areas that are then needing to be re-routed so we can play AM,Weekends Midday infrastructure catch up.It's just lame.The last 20 years has been devastating to this valley,Meridian has been hit so hard. Not only the population increase,but a total culture shift.The BS traffic issues aren't helping with the rest of the tragedy that's affected our home. Black Cat McMillan David Lighting Lighting,Other This intersection is a mess,and the endless detours through it make it Weekdays AM Peak,Weekdays Request even worse.Get it together and install a light or roundabout here already. Midday,Weekdays PM Peak, Weekends Midday,Weekends PM Black Cat McMillan Shelby Lighting Lighting, Bicycle or With cars going ever direction with just a stop sign it's dangerous for Weekdays AM Peak,Weekdays PM Request Pedestrian Facilities anyone who lives near this neighborhood.It gets backed up so bad almost Peak beyond the Walmart with all the schools now surrounding us. Needs fixed before the roundabout in 2025 with the shear amount of growth in this area. Black Cat McMillan Malinda Lighting Lighting,Other A roundabout would be great on blackcat and McMillan. Weekdays AM Peak,Weekdays PM Request Peak Black Cat McMillan Tara Lighting Lighting Please replace the 4 way stop with a Light/Signal.Traffic gets too backed Weekdays AM Peak,Weekdays PM Request up. Peak,Weekends Midday Black Cat McMillan Danic44 Lighting Lighting Huge pileups of traffic during rush hour and more houses still being built Weekdays PM Peak Request in area Black Cat McMillan jhovey17 Lighting Lighting This is currently a 4-way stop intersection that is backed up significantly in Weekdays AM Peak,Weekdays PM Request all 4 directions. It used to be just weekday morning and after 4pm,but Peak,Weekends Midday now the weekend is backed up as well. This needs better traffic flow with the number of homes slated to be added around this community that will utilize these roads.Over the past several months,the weekends have been backed up at certain periods during the day. The weekdays in the morning and after 4pm are worse but the areas around this intersection continue to add more homes/apartments and there continues to be more traffic coming through here from Star and Nampa as well. Black Cat McMillan Lindsay Lighting Lighting Cars are backed up for a very long time at peak times. School drop off Weekdays AM Peak,Weekdays PM Request times are also horrible. Peak I was hit by a car running a stop sign at this intersection. Black Cat McMillan rojochavezl Lighting Lighting Very busy,accident prone. Weekdays AM Peak,Weekdays 2 Request Midday,Weekdays PM Peak,Weekdays Evening&Early Morning,Weekends AM,Weekends Midday,Weekends PM Exhibit B - 2 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit B: Community Comment Responses Pin Location Survey Response If you are experiencing these Nort - L66J"Descfiffie your experience at the intersection includin If you s r t Ir W gory articular da and jj"concerns at aXW =MEL 1 0 M k Black Cat McMillan BLOCK 5 Lighting Lighting Two many cars for this to be a four way stop anymore. Lines are backed Weekdays AM Peak,Weekdays PM Request • up far at peak times of day.A few accidents have already occurred! Peak Black Cat McMillan Daysha Lighting Other Far too much traffic and population in this area(which is still being built) Weekdays AM Peak,Weekdays PM Request for a 4 way stop.Traffic gets backed up almost all the way to Walmart Peak every day! Black Cat McMillan Mcnair Bicycle/Pedest Lighting, Bicycle or Black Cat and McMillan is incredibly busy and gets backed up,with only Weekdays AM Peak,Weekdays PM rian Pedestrian Facilities, having the stop signs.There needs to be a light installed or a round Peak,Weekends Midday Improvement Other about. Especially since it is only a 2 way road. Black Cat McMillan Laura Lighting Lighting,Other This intersection is extremely busy and needs a signal light.There is a Weekdays AM Peak,Weekdays Rountree Request new highschool nearby now and along with the normal heavy traffic in Midday,Weekdays PM Peak mornings and afterwork,it's getting even busier in mornings,lunchtime, and after school hours as well.It's terrible. Black Cat McMillan KT Lighting Lighting, Bicycle or Something needs to be done here asap! Request Pedestrian Facilities Black Cat McMillan Alm8 Lighting Other This is already extremely busy and a substantial amount of homes are still Weekdays AM Peak,Weekdays Request being built. I am not sure a round about will solve it,so it may need a Midday,Weekdays PM Peak, light. Weekends Midday Black Cat McMillan Holden Lighting Lighting,Other A round about here would be super helpful! Weekdays AM Peak,Weekdays PM Raulston Request Peak Black Cat Pine Jessica Lighting Lighting This is a large residential area that mostly exits off of Pine Ave onto Black Weekdays AM Peak Request Cat Rd.Or if traffic is heavy or backed up enough on Black Cat,residential Weekdays PM Peak traffic cuts through the area to try to connect onto Black Cat Rd by Weekends Evening&Early Morning accessing Grey Towers St.or Big Creek St.,or if Black Cat is backed up residential traffic goes north to access Cherry Ln. by Wales Ave.The intersection at Black Cat Rd.and Pine Ave. is extremely heavy in the morning with uncontrolled left or right turns while traffic either zooms northbound or slows down southbound due to the railroad and Compass school traffic.The traffic gets backed up going both north and southbound along Black Cat Rd.and it takes considerable time for commuters to finally begin their commutes east or westbound because of Black Cats'traffic.If there were a light at Black Cat and Pine Ave,it would certainly allow traffic to flow better and allow a safer exit for those turning northbound or southbound from the stop sign. Black Cat Railroad/Pi Jessica Bicycle/Pedest Bicycle or Pedestrian The Compass Charter School has added pedestrians to the gravel Weekdays AM Peak ne rian Facilities shoulders of Black Cat Rd.With the railroad tracks it makes pedestrians Weekdays Midday Improvement cross the tracks on the roadway which is not suitable.It would be nice to see an integrated path going north from the Hubble Homes segment,over the railroad and up to Pine Ave. Boise Co Op River neighbor.lex Bicycle/Pedest Bicycle or Pedestrian This is a frequently used bus stop,the 45 stops on the north side of the Weekdays AM Peak,Weekdays Midday Valley rian Facilities street and the 30 is picked up on the south side.When getting off either Improvement bus there is no pedestrian crosswalk and cars can come down there really fast Exhibit B - 3 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit B: Community Comment Responses 7M lDevrinFKamay Meridianite Visual Visual Obstructions Cars park on Devlin Ave all the way to the corner,making it difficult and Obstructions risky to turn due to their obstruction.I've seen a couple of accidents here. Would like to see a"No Parking Here to Corner"sign on this very narrow and busy street. Eagle Fairview Hi Bicycle/Pedest Other Need more policing at this intersection. People run red lights all the time, Weekdays PM Peak rian especially those turning east/west,and north/south. Weekends Midday Improvement Eagle Presidential lilybet Lighting Other PLEASE do not lower the speed limits on HWY 55. If there have been Weekdays Midday,Weekdays PM Peak, Request accidents it is not because of speed. It is often neglect on the driver's Weekends Midday part or drinking under the influence. When you slow traffic down on a major road like 55,it makes the traffic move less efficient. Beside most of the time no one goes the speed limit anyway so why worry,and when there is a rare moment when the traffic is lighter,then it is nice to be able to drive at a reasonable speed like 55 was originally meant to be. The city should not punish those of us who drive this every day, because of poor city planning. Please don't slow us down. It won't help with accidents. Matter of fact,if you lower the the speed it might create more road rage and cause more accidents because the traffic is not moving at a decent rate. There have been studies out there that show that if you keep a good medium speed everything functions better.And I think the 50 to 55 speed limit is perfect. Please don't change it. Eagle River Meridianite Bicycle/Pedest Other The speed limit on Eagle Road must be lowered.There are a couple of Valley rian schools(River Valley,Lowell Scott)where children must cross the Improvement highway,where there are always inattentive drivers.The current speed limit of 55 MPH no longer makes sense on this road. Eagle St Lukes Heavy J Lighting Lighting St Luke's Rd at 5pm on weekdays Westbound employees and patients Weekdays PM Peak Request can't turn left onto Eagle Rd to head towards the I-84 freeway at this intersection because the green light is too short.Traffic backs up past S Montvue Dr and patients can't turn left out of the parking lot because the line of traffic wating for the left turn arrow is blocking them.That green light should be lengthened another 10 or 15 seconds and it would not congest southbound I-55.People shouldn't have to wait for two to three light cycles to get out of there. Hero's Park Lost Rapids Lozanosteve Bicycle/Pedest Bicycle or Pedestrian Adding a more visible Bicycle or Pedestrian cross walk. Because of the Pathway rian Facilities speeding on this road pedestrians have almost been hit here.any day or Improvement time Hickory Meadow Passo Visual Visual Obstructions We need a 4 way stop on this intersection.Cars exiting the cul de sac Wood Obstructions have hard time seeing the cars coning from left side. Linder Chateau Sarah Bicycle/Pedest Bicycle or Pedestrian This location is in need of crossing lights for those attending the Weekdays AM Peak,Weekdays Midday Brown rian Facilities elementary school nearby.We have observed many close calls with Improvement elementary students and traffic. Exhibit B -4 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit B: Community Comment Responses JCherry Morgan Bicycle/Pedest Bicycle or Pedestrian I like to ride to the library with my two children,but the sidewalk/landing Weekdays Midday rian Facilities area feels so small with three people plus bikes.Would love to see the Weekdays PM Peak Improvement landing expanded so we feel more protected from traffic while waiting to Weekends Midday cross. Weekends PM Linder Turtle steensmoun Bicycle/Pedest Bicycle or Pedestrian Sidewalk veers into an old-school asphalt path right next to Linder.I don't Weekdays Evening&Early Morning, Creek/Rain tain rian Facilities understand why there's not a curb here. Dangerous spot,especially in Weekends Evening&Early Morning Crest Improvement poor lighting. Linder Turtle Tiffany Bicycle/Pedest Bicycle or Pedestrian Biking paths and sidewalks end in this area. How sad that there is a mix of Creek/Rain Oakes rian Facilities fantastic and terrible pedestrian and bike infrastructure here.If we want Crest Improvement people to feel safe enough to use the infrastructure that is great,it must be continuous!We want to go to church down this street by bike.It's a 3 mile trek to church.The few blocks right here make it almost impossible and definitely dangerous to do so.We could be doored by cars parked on the side of the road.The bike gutter is awful and sidewalks come and go along the area. Please improve! Locust Grove Franklin lilybet Visual Other So at the intersection of Franklin and Locust Grove going south,the left Weekdays AM Peak,Weekdays Obstructions turn lane is ridiculous.They have blocked it off so close to the light that Midday,Weekdays PM Peak, you can't get to the left turn lanes until you are almost to the light. It is a Weekends AM,Weekends Midday, huge problem that is causing a big backup in the lanes going forward Weekends PM through the light. You need to unblock the left turn lane so it can be entered from further back. Then the cars trying to go straight through the light will not get backed up so far and they will be soo happy.The blocked left lane should never have been put in place. Please fix this intersection. It is definitely a big problem!! Locust Grove Overland Sarah H. Visual Visual Obstructions Turning Right/Westbound on red onto Overland from Locust Grove is Weekdays AM Peak,Weekdays Obstructions scary!You have to pull out past the crosswalk to see and almost put your Midday,Weekdays PM Peak,Weekdays nose into traffic.The problem is the covered chain-link fence on the NE Evening&Early Morning,Weekends corner of the intersection.If we could have the owner take the cover off AM,Weekends Midday,Weekends PM, or move it back several feet it would GREATLY increase visibility! Weekends Evening&Early Morning Exhibit B - S City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit B: Community Comment Responses Pin Location Survey Response Nort - "escfibe your experience at the intersection including a If you are experiencing these ME UCatee . 1"j "concerns at a particular day and Meridian Broadway Jessica Bicycle/Pedest Bicycle or Pedestrian This intersection has a HAWK light system that handles the northbound Weekdays AM Peak rian Facilities and southbound traffic's regulation. However,when you are crossing the Weekdays PM Peak Improvement HAWK light as a pedestrian,the vehicles on both the southeast and northeast corners of the intersection,turning onto Meridian Rd.,often cannot see the HAWK light or are distracted and are not paying attention to the pedestrians.At peak times in the day,speeds on Meridian Rd.are moving quickly so these right or left turns often are not liesurly turns onto Meridian Rd.There used to be a handheld flag system. But I am unsure if that is still maintained/operable.It would be nice to see some in pavement flashers or something additional to embellish the stop signs to alert vehicles turning northbound and eastbound that they need to hold off on their turn until the pedestrians have finished crossing. Meridian Broadway SJO Bicycle/Pedest Bicycle or Pedestrian This is a dangerous pedestrian crossing. I would like to see a fully Weekdays AM Peak,Weekdays PM rian Facilities signalized intersection. I have been nearly run over by traffic and Peak Improvement witnessed several close calls over the years. This would enhance our safety. Thank you. Meridian McMillan Tiffany Bicycle/Pedest Bicycle or Pedestrian We need a protected bike lane and it needs to be continuous to the next Oakes rian Facilities intersections. Right now I have to ride my bike onto the sidewalks to get Improvement down to Ustick and over to TenMile.I can not push the crosswalk buttons while on My Bike.Why not have crosswalks that automatically detect bikes and walkers so we don't have to press a beg button?Create a continuous,protected bike lane that dtays completely to the right side of the road,put lights back behind the crosswalks on the side of the road the cars are ment to stop in order to discourage them from rolling into the crosswalks and to make bikes and pedestrians more visible to cars in the intersection. For reference check out. For a better explanation please refer to this 2 minute video showing exactly what we need all over Meridian! https://youtu.be/FlApbxLz6pA I appreciate all of your consideration! Please make Meridian safe for all, create protected bike lanes. Narrow streets and put in traffic calming measures that work. Reducing speeds does NOT help. Bikes do not belong in traffic with cars or on narrow,curvy sidewalks. It is dangerous for my cargo bike to get on and off of sidewalks and for us to ride in bike gutters that begin/end/make me cross in to traffic to turn/ect. Exhibit B - 6 City of Meridian Intersection Pedestrian Safety Taskforce Report 2023 Exhibit B: Community Comment Responses 4-1 79 FMeridianOverlancl Sarah H. Lighting Other This light is poorly timed with the westbound traffic getting off the Weekdays Midday,Weekdays PM Peak Request freeway and heading South on Meridian Road.There's times no cars can turn left from the exit ramp onto Meridian Road because the cars are backed up from this light to the freeway overpass. *Also,driver's run red lights at this intersection ALL the time.It's incredibly dangerous.You can never go on green-you have to leave around 5 seconds after the light has turned. (This is all day,everyday.) Meridian Producer Jenny Z Bicycle/Pedest Other High traffic intersection with many vehicles crossing Meridian Rd.between Weekdays AM Peak,Weekdays rian the Paramount subdivision and the Ventana subdivision. Near Heritage Midday,Weekdays PM Peak Improvement Middle school so students walking and riding bikes are in this area.ACHD told me 4 years ago that a light was approved to be put in here,but it hasn't happened yet.This intersection will become increasingly dangerous as traffic continues to increase in the area. Meridian Ustick Passo Visual Visual Obstructions We need a 4 way stop on this intersection.Cars exiting the cul de sac Obstructions have hard time seeing the cars coning from left side. Meridian Ustick Jim Bicycle/Pedest Other Far too many vehicles don't stop before entering the crosswalk when rian turning right on red without any thought that there might be pedestrians Improvement in the crosswalk.This is in violation of Idaho motor vehicle code and needs to be enforced.This situation occurs in most intersections throughout the city at ALL hours.As a pedestrian; because of essentially no enforcement of the code,I NEVER feel safe when crossing the street even at marked intersections. NW 4th St Washingto mystybluiiis Bicycle/Pedest Visual Obstructions,Other This should be a four way stop.Too many drivers and cyclists blow thru n rian the stop signs on 4th Street and Washington.At certain times of the year Improvement a hedge obstructs the view northbound.Another property owner has now put in plants that will soon cause obstructions southbound. Both of these are on the West side of 4th Street. Records Kleiner Kerry Bicycle/Pedest Bicycle or Pedestrian Severe congestion and new apartments adding to load Weekdays Midday,Weekdays PM Peak, Park rian Facilities,Other Weekends Midday Improvement Records Longwing Hi Bicycle/Pedest Bicycle or Pedestrian This is a dangerous intersection for pedestrians.Cars do not obey the Weekdays PM Peak rian Facilities,Other speed limit.Cars are doing+40mph on Records,constantly.I've seen Weekends Midday Improvement near misses at this intersection as cars don't always yield to pedestrians. Weekends PM Records River Henry Bicycle/Pedest Bicycle or Pedestrian Most vehicles do not completely stop and exceed the speed limit. Perhaps Weekdays AM Peak,Weekdays Valley rian Facilities,Other a traffic light will help. Between the village and apartments,Records Way Midday,Weekdays PM Peak,Weekdays Improvement sees a lot of traffic. For those of us that live near by,traffic noise and Evening&Early Morning,Weekends speeding is a tremendous nuisance. AM,Weekends Midday,Weekends PM, Weekends Evening&Early Morning Exhibit B - 7 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit B: Community Comment Responses JJ FRe,o,dsR,i,'er Valley Hi Bicycle/Pedest Bicycle or Pedestrian Most cars headed north/southbound either do not fully stop or run the Weekdays PM Peak rian Facilities,Other stop sign at Records/River Valley.Those that do so seem to be confused Weekends PM Improvement by the 3-way intersection and who has the right of way.I deal with this daily. I love near this intersection and can hear cars racing up and down Records late at night on routine basis.Need policing on Records. Rustic Oak McMillan Tara Visual Visual Obstructions The center of the round about is so high it makes it difficult to see on Weekdays AM Peak,Weekdays Obstructions coming vehicles.They are going so fast it is dangerous because they are Midday,Weekdays PM Peak,Weekdays out of sight and then suddenly appear. Remove the decoration in the Evening&Early Morning,Weekends center of the roundabout so you can see oncoming traffic. AM,Weekends Midday,Weekends PM, Weekends Evening&Early Morning Silver Spruce Lost Rapids Lozanosteve Visual Other Speeding Every Day at all hours speed bumps are needed on this road. Obstructions Everyday all hours Silver Spruce Lost Rapids Lozanosteve Bicycle/Pedest Bicycle or Pedestrian Adding a more visible Bicycle or Pedestrian cross walk. Because of the rian Facilities speeding on this road pedestrians have almost been hit here.any day or Improvement time Stoddard Victory Sarah H. Bicycle/Pedest Bicycle or Pedestrian Would you be able to put in a crosswalk and pedestrian signage here? Weekdays AM Peak,Weekdays rian Facilities Residents of the subdivisions(myself included)just South of Victory Road Midday,Weekdays PM Peak,Weekdays Improvement have no place to safely cross at this intersection.Cars traveling on Victory Evening&Early Morning,Weekends Rd.almost never stop for pedestrians trying to cross. AM,Weekends Midday,Weekends PM, Weekends Evening&Early Morning Summit McMillan Tiffany Bicycle/Pedest Bicycle or Pedestrian This needs to become an intersection with a bike protected round about Oakes rian Facilities or a HAWK crossing. This is an important crossing for bike commuters in Improvement the square mile between Meridian Road and Linder Road North of Meridian. This allows bike commuters to connect to bike paths south of Meridian.Adding a safe round about with protected bike lanes or a HAWK crossing would improve safety. Ten Mile Belltower Susan Bicycle/Pedest Other We need a signal at the corner of Belltower and Ten Mile.Since Ten Mile rian was widened,we in Bridgetower have complained. It's hard to get out of Improvement our development any time the traffic is flowing! I told the City long ago they should have put in a full-service light at this intersection instead of wasting our money at the pedestrian light a very short distance away(less than 1/4 mile). Other people have told the City the same thing...at one meeting one woman asked,"Is someone going to have to be killed there before you guys listen to us?" Apparently so! Exhibit B - 8 City of Meridian Intersection Pedestrian Safety Taskforce Report 2023 Exhibit B: Community Comment Responses Pin Location Survey Response Nort - 1"J".scfibe your experience at the intersection including a If you are experiencing these rticul =ME UCatee . "concerns at a t' I d nd d MML Ten Mile Everest Kevinxchef Bicycle/Pedest Bicycle or Pedestrian I walk daily and this intersection needs a sign to remind drivers Weekdays AM Peak,Weekdays rian Facilities,Visual pedestrians use the side walk.The drivers making right hand turns from Midday,Weekdays PM Peak, Improvement Obstructions Ten Mile to Chinden or onto Ten Mile from Chinden do not look for Weekends AM,Weekends Midday, pedestrians.The drivers heading northbound on Ten Mile vision may be Weekends PM obstructed by the other traffic lanes as they pull directly into the intersection disregarding the limit lines. This is especially an issue because there is no cross traffic coming west bound,it is an T- intersection.A pedestrian crossing sign as installed at Eagle and State would greatly improve pedestrian safety. This issue occurs at all hours when I walk. Ten Mile Navigator steensmoun Bicycle/Pedest Bicycle or Pedestrian I rode my bike once on the bike lane along 10-mile from Overland down tain rian Facilities to Ustick. Never again. Felt like I was taking my life into my own hands Improvement with cars blazing by at 45 MPH.Would love to see protected bike lanes in Meridian. Timberline McMillan Tiffany Bicycle/Pedest Bicycle or Pedestrian The meridian Pathway ends in a dirt path Near Timberline Way.The Oakes rian Facilities sidewalk on the other side of McMillian after locust Grove is tiny and not Improvement safe for bikes and pedestrians to share.The sidewalk on the South side of McMillian Road past Locust Grove is a nice wide space that is also quite flat,great for bikes and pedestrians to share.This intersection at Timberline Way and McMillian is a great spot for a round about with Bike Protected lanes.Or a HAWK crossing.This will reduce bike congestion at the light and allow bikes,and pedestrians to cross to the south side of McMillian.I highly suggest the use of roundabouts with bike protected lanes because they are cheaper than HAWK crossings and where they have been implemented,they have been shown to be safer than HAWK crossings. Bonus for everyone. Verado/Troxe Ustick Meridianite Visual Other Cars traveling eastbound on Ustick Rd who use the center turning lane to I Obstructions turn left onto Troxel Way and those traveling westbound who turn left onto Verado Ave often enter the lane at the same time.I have seen a couple of head on collisions here,and I believe there have been deaths. Would like to see a barrier in the center turning lane to prevent left turning vehicles from coming into contact with each other. Wells Overland Kerry Bicycle/Pedest Lighting, Bicycle or CrZy congestion and the apts aren't even built! Not enough room in this Weekdays AM Peak,Weekdays rian Pedestrian Facilities, road. Midday,Weekdays PM Peak, Improvement Other Weekends Midday Exhibit B - 9 City of Meridian Intersection Pedestrian Safety Taskforce Report 2023 Exhibit C: Meridian Police Department Analysis MovingWw • • • Safety Moving Violation Cites & Warnings 2018-2022 Cites &Warnings by Month Row Labels 2018 2019 2020 2021 2022 5 Yr Av 2023 5542 JAN 727 572 489 692 434 583 516 4930 FEB 672 390 556 543 362 505 406 4373 4346 — MAR 517 565 520 656 636 579 503 4064 APR 517 530 94 540 550 446 514 - MAY 784 731 448 608 462 607 615 JUN 750 581 814 618 399 632 464 — 2260 2095 JUL 663 642 554 608 512 596 533 1902 1699 1731 AUG 715 566 469 484 481 543 555 SEP 532 564 523 470 557 529 - OCT 609 581 580 465 369 521 2018 2019 2020 2021 2022 NOV 717 591 476 366 555 541 DEC 599 1 519 1 550 391 478 507 �—CITATION WARNING Grand Total 7802 6832 6072 6441 5795 6588 1 YTD 4106 The table/chart above does not include all citations and warnings issued.Only those that qualified as moving violations for the purpose of this analysis.See Page 6 for more. Collisions involving bicycle or pedestrian: Bicycle/Pedestrian Citations & 2018-41 2023 Violation Type 2018 2019 2020 2021 2022 (*ytd) Grand Total 2019-46 Bicycle 7 3 3 7 6 1* 27 Pedestrian 48 33 33 38 48 23* 223 2020-24 Grand Total 55 36 36 45 54 24* 250 2021-34 The table above shows violations of a bicyclist or pedestrian,not a vehicle violation. 2022—35 2023 (ytd)- 18 Includes Courtesy Collisions Reports(not reported to state) MPD CAU ELH 9/5/23 Collision Data Source 2018-2022 CAU BB(Webcars/ITS) Collision Data Source 2023 Webcars/ITS Exhibit C - 1 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit C: Meridian Police Department Analysis 2018-2022 All Moving • • • Top 30 Violations(Citations and Warnings)2018-2022 Count SPEED-(1-15 MPH) EXCEEDING THE MAX POSTED SPEED LIMIT 11,512 -7 TRAFFIC CONTROL DEVICE-DRIVER FAILS TO OBEY 4,041 ty-.F P FOLLOWING TOO CLOSELY 1,960 DRIVING UNDER THE INFLUENCE 1,876 711 L 12 7`t 7ti7gr: i INATTENTIVE OR CARELESS 1,793 SPEED-(16 MPH OR OVER) 1,784 .? STOP SIGN AND YIELD SIGN VIOLATION 1,600 719 7 7 1 zz2 7za' 72s _72 TURNING MOVEMENTS AND REQUIRED SIGNALS 1,072 SPEED-SCHOOL ZONE 905 I IMPROPER OR UNSAFE LANE CHANGE 784 728 1 733r 73d _ TURNING LEFT AND FAILING TO YIELD RIGHT OF WAY 719 TEXTING WHILE DRIVING 461 UNSAFE START OF PARKED VEHICLE AND/OR UNSAFE PULL-OUT 417 7ST T 7�-9 3�40 7A1 7� TURN IMPROPER RIGHT 381 - i YIELD FAILURE BY VEHICLE ENTERING HIGHWAY 370 SPEED-DRIVING AT A SPEED GREATER THAN IS REASONABLE 289 45 747 748 rr'749 750 751 5 } I - IMPROPER USE OF DESIGNATED LANE 246 �— TURN IMPROPER LEFT 240 "d DRIVING-RECKLESS 228 755 7� 75J CENTER TURN LANES 206 a c.e IT -{• STOP-FAIL TO STOP WHEN EMERGING FROM A,D or B 153 7M fia 4 DRIVING LANES-UNLAWFUL DRIVING ON HIGHWAYS 139 764 765 766 767 47681 '769 77a YIELD TO PEDESTRIAN IN CROSSWALK 134 Li •r FAIL TO REDUCE SPEED/YIELD/STOP APPROACHING EMERG VEH 120 DRIVING LANE-ON WRONG SIDE OF HIGHWAY 98 77.3. '-477 775 776 777 7aa z TURNING AROUND-VIOLATIONS 98 TURN REQUIRED POSITION AND METHOD OF TURNING 93 DRIVING-BACKING UNSAFE/VIOLATIONS 84 782BIsc 7839 7M 7$3'. 7afi E7 SPEED-WORK ZONE 83 *The table/map on this page does not include all citations and warning issued.Only those DRIVERS VIEW OBSTRUCTED 70 that qualified as moving violations for the purpose of this analysis. Grand Total of Top 30 *This list,being the top 30,excludes 983 other violations 31,956 MPD CAU ELH 9/5/23 Exhibit C - 2 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit C: Meridian Police Department Analysis "=up 16 - . of Eagle/Fairview Cites and Warnings Collisions involving Bicycle or Pedestrian: 2 Year Count (2018, 2021) One occurred on the sidewalk, C 2018 316 the other in the roadway. Only one driver J 2019 223 age known, 24. Both evening hours 2020 233 2021 192 between 17:00-18:30. 2 T 2022 142 2023 YTD* 111 ' 1,217* . . Categorized Offense Count ar 7dr rss TRAFFIC CONTROL DEVICE-DRIVER FAILS TO OBEY 509 FOLLOWING TOO CLOSELY 117 INATTENTIVE OR CARELESS 63 - SPEED (1-15MPH) 60 IMPROPER OR UNSAFE LANE CHANGE 58 \ -- 50 `757 STOP SIGN—FAIL TO STOP OR YIELD 45 _ DUI 44 TURNING MOVEMENTS AND REQ SIGNALS 33 i N DRIVER FAILS TO OBEY RED SIGNAL 23 From 2018-2023 (YTD),there were a total of 10 citations/ FAIL TO SIGNAL—UNSAFE LANE CHANGE 20 warnings issued at Eagle Rd & Fairview Ave to bicyclists and Percentage of Total 79.86% pedestrians. These top ten represent 79.86%of the total,overall offenses where a citation or warning was issued at this intersection. Results reflect issuance of warnings and citations with 1,000 feet of the intersection while the MPD CAU ELH 9/5/23 *Year To Date previous reports use a 2,000 foot radius. Exhibit C - 3 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit C: Meridian Police Department Analysis Intersectionof Locust a L7Cites us C • Warnings • • Ten Cites and Warnings C 2018 149 Categorized Offense Count - 2019 140 DRIVING-SPEED-(1-15 MPH) EX- 2020 102 CEEDING THE MAXIMUM POSTED 2021 114 SPEED LIMIT 147 2022 104 TRAFFIC CONTROL DEVICES-FAIL TO OBEY 66 2023 YTD* 90 DRIVING-TURNING LEFT AND FAIL- Total 699* ING TO YIELD RIGHT OF WAY 60 r DRIVING-FOLLOWING TOO CLOSELY 53 iL 74, 74x •s DRIVING-INATTENTIVE OR CARE- LESS 44 — � DRIVING-SPEED-(16 MPH OR OVER) EXCEEDING THE MAXIMUM POSTED - SPEED LIMIT 27 DRIVING LANE CHANGE-IMPROPER OR UNSAFE LANE CHANGE 26 sa DRIVING-YIELD FAILURE BY VEHICLE L ENTERING HIGHWAY 25 DRIVING UNDER THE INFLUENCE 25 DRIVING-TURN IMPROPER RIGHT 22 DRIVING-TURNING MOVEMENTS AND REQUIRED SIGNALS 22 From 2018-2023 (YTD),there were a total of 4 cita- Percentage of Total 73.86% tions/warnings issued at Locust Grove and Fairview These top ten represent 73.86%of the total, overall offenses where a intersection to bicyclists and pedestrians. citation or warning was issued at this intersection. Collisions involving Bicycle or Pedestrian: 4(2020)two involved bicycles,two pedestrian. One occurred in the crosswalk, others in the roadway. Drivers ages ranged from 19-64. 3 occurred between 09:00 and 11:00.The other occurred 20:25. Results reflect issuance of warnings and citations with 1,000 feet of the intersection while the previous MPD CAU ELH 9/5/23 *Year To Date reports use a 2,000 foot radius. Exhibit C -4 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit C: Meridian Police Department Analysis St/Meridianjjjjjjjjpp�iiiIII._r 'Fain R• Corridor 1 Meridian • . Corridor Main St Corridor - c Top 10:Citations and Warnings Top 10:Citations and Warnings 7PEED-(1-15 MPH) EXCEEDING THE DRIVING-SPEED-(1-15 MPH) EXCEEDING MAXIMUM POSTED SPEED LIMIT 1,685 r ' THE MAXIMUM POSTED SPEED LIMIT 381 TRAFFIC CONTROL DEVICES-FAIL TO TRAFFIC CONTROL DEVICES-FAIL TO OBEY 625 OBEY 170 DRIVING-FOLLOWING TOO CLOSELY 335 DRIVING UNDER THE INFLUENCE 114 SPEED-(16 MPH OR OVER) EXCEEDING DRIVING-INATTENTIVE OR CARELESS 66 43 THE MAXIMUM POSTED SPEED LIMIT 329 DRIVING-FOLLOWING TOO CLOSELY 50 INATTENTIVE OR CARELESS 293 DRIVING-TURNING MOVEMENTS AND DRIVING UNDER THE INFLUENCE 243 REQUIRED SIGNALS 50 — -- - IMPROPER OR UNSAFE LANE CHANGE 175 DRIVING LANE CHANGE-IMPROPER OR TURNING MOVEMENTS AND REQUIRED UNSAFE LANE CHANGE 49 — — �75• \757 .-- SIGNALS 151 DRIVING-STOP SIGN-FAIL TO STOP AND/ UNSAFE START OF PARKED VEHICLE OR YIELD FROM 37 AND/OR UNSAFE PULL-OUT 112 DRIVING UNDER THE INFLUENCE- _ STOP SIGN-FAIL TO STOP AND/OR YIELD (SECOND OFFENSES) 35 ! FROM 1 110 DRIVING-TURN IMPROPER LEFT 1 33 From 2018-2023 (YTD),there were a total of 53 Percentage 74.0251. TURNING LEFT AND FAILING TO YIELD.... 34 citations/warnings issued along the Meridi-an These top ten represent 74.02%of the total,overall Percentage of Total 71.48% g Rd/Main St corridor to bicyclists and pedes- offenses where a citation or warning was issued along These top ten represent 71.48%of the total,overall trians. this corridor. offenses where a citation or warning was issued along this Violations by Year Violations by Year corridor. Collisions involvingor ' 2018 861 2018 276 Bicycle Pedestrian Total 2019 825 2019 288 Specifics of vehicle v bike/pedestrian collisions:Six 2018 6 8 14 2020 1036 2020 219 occurred in parking lots close to the road. 15 were 2019 8 5 13 2021 1032 2021 185 within a crosswalk. Peak hours were 15:00-17:00 and 2020 2 0 2 2022 1062 2022 228 Wednesday was the highest day of occurrence. 2021 3 4 7 2023 666* 2023 182 2022 3 2 6 Total 5,482 Total 1,378 2023 4 1 5 Total 26 20 47 MPD CAU ELH 9/5/23 Exhibit C - 5 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023 Exhibit C: Meridian Police Department Analysis Analysts Notes: This report includes all violations classified as"moving"with the exception of the following: DWP, DUI Taskforce, Flee or attempt to elude an officer in a motor vehicle. Violations classified as"non moving"that were included in this report: Bicycle violations, pedestrian violations,texting&driving,overtaking a school bus and speeding in school zone. Some citation types were combined into simplified categories such as speed and turning violations in order to provide a complete picture of violations per intersection. Please see CAU for a complete detailed list of violations. City wide data did not include 2023 violations. Intersection analysis included 2023 violations. Each intersection specific analysis included violations occurring within approximately 1000ft radius of the intersection.This is a change from the previous report provided in April 2023. Meridian Rd/Main St corridor violations included only those where Meridian or Main was listed as the address, block or a cross street. Collision information from 2018-2022 is based on previous reports by BB CAU, provided in January, 2023. This data is provided on an"as-is"basis,and subject to the following conditions.No representations or warranties are conveyed with this record regarding its suitability,reliability,or accuracy for any purpose.Any user of this record accepts all risks of using it,whether such risks are known or unknown,and such user is solely responsible for complying with any and all legal requirements and prohibitions,including but not limited to,Idaho Code section 74-120,prohibiting the use of this record for marketing or as a mailing or telephone list.Updates and/or changes to the data used to compile this record may occur at any time.Please do not redistribute this record;further requests for this record should be forwarded to the agency from which it originated.All aspects of the data provided herein are susceptible to a degree of error due to the complexities of the processes involved in compiling and presenting the data. MPD CAU ELH 9/5/23 Exhibit C - 6 City of Meridian Intersection Pedestrian Safety Taskforce Report 1 2023