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2022-08-09 Work Session CITY COUNCIL WORK SESSION City Council Chambers, 33 East Broadway Avenue Meridian, Idaho Tuesday, August 09, 2022 at 4:30 PM Minutes ROLL CALL ATTENDANCE PRESENT Councilwoman Liz Strader Councilman Treg Bernt Councilwoman Jessica Perreault Councilman Luke Cavener Councilman Joe Borton Councilman Brad Hoaglun ABSENT Mayor Robert E. Simison ADOPTION OF AGENDA Adopted CONSENT AGENDA \[Action Item\] Approved Motion to approve made by Councilman Borton, Seconded by Councilman Cavener. Voting Yea: Councilwoman Strader, Councilman Bernt, Councilwoman Perreault, Councilman Cavener, Councilman Borton, Councilman Hoaglun 1. Approve Minutes of the July 19, 2022 City Council Work Session 2. Approve Minutes of the July 19, 2022 City Council Regular Meeting 3. Approve Minutes of the July 26, 2022 City Council Work Session 4. Approve Minutes of the July 26, 2022 City Council Regular Meeting 5. Fairview Row Townhomes Sanitary Sewer Easement No. 1 6. Impressive East Ridge No. 3 Sanitary Sewer and Water Easement No. 1 7. Lavender Heights Subdivision No.3 Sanitary Sewer Easement No. 1 8. Final Plat for Outer Banks Subdivision (FP-2022-0014) by JUB Engineers, Generally Located at the Southwest Corner of W. Franklin Rd. and S. Ten Mile Rd. 9. Final Order for Briar Ridge No. 1 by Kent Brown Planning Services, Located on the West side of S. Meridian Rd., between W. Lake Hazel Rd. and W. Amity Rd., near the mid-mile point 10. Final Order for Oaks North No. 12 (FP-2022-0019) by Toll Southwest LLC, Located at W. Burnt Sage Dr. (Parcel Number S0428325460) 11. Final Order for Pine 43 Animal Farm (FP-2022-0017) by J-U-B Engineers, Located at the Southeast Corner of N. Webb St. and E. Pine St. 12. Findings of Fact, Conclusions of Law for Bountiful Commons East (H-2022-0015) by KM Engineering, LLP, Located at 5960 and 5984 N. Linder Rd. 13. Findings of Fact, Conclusions of Law, and Decision Order for Request for Reconsideration for Burnside Ridge Estates (H-2021-0070) by Kimley-Horn and Associates, Inc., Located Near the Southwest Corner of S. Linder Rd. and W. Victory Rd., Including 2365 W. Victory Rd., 3801 S. Linder Rd., and Parcels S1226142251, R0831430030, R0831430022, and R0831430010 14. Findings of Fact, Conclusions of Law for Centerville Subdivision (H-2021-0046) by Engineering Solutions, LLP, Located at 4111 E. Amity Rd. (including the outparcel to the south) and 5200 S. Hillsdale Ave., at the Southeast Corner of S. Hillsdale Ave. and E. Amity Rd. 15. Findings of Fact, Conclusions of Law for Pickleball Court Subdivision (H-2022- 0025) by The Land Group, Inc., Located at 4050 W. McMillan Rd. at the northeast corner of N. Joy Street and W. McMillan Rd. 16. Findings of Fact, Conclusions of Law for Pinedale Subdivision (H-2022-0001) by Pine Project, LLC, Located at 3275 W. Pine Ave. (Parcel #S1210417400) 17. Approval of Purchase Order 22-0353 to Hughes Fire Equipment for One (1) new Pierce Velocity 100’ Ascendant Ladder Truck for the Not-To-Exceed amount of $1,698,277.00 18. Ada County Highway District Cost Share Permit: Eagle Rd., Lake Hazel to Amity 19. Amendment to State/Local Agreement for Meridian Rail With Trail Pathway 20. Project Agreement Between the Nampa & Meridian Irrigation District and the City of Meridian for Boring Under the Eight Mile Lateral at Lakeview Golf Course 21. License Agreement Between the Ada County Highway District and the City of Meridian Regarding Downtown Trees and Flower Pots Additional Water Connection 22. Interagency Agreement Between the Ada County Highway District and the City of Meridian for Water and Sewer Improvements for Locust Grove Road, Overland Road To Victory Road, ACHD Project No. 519034.001 & 319043 23. Resolution No. 22-2338: A Resolution Vacating a Public Utility Easement Between Lots 11 and 12, Block 3 of Fairbourne Subdivision No. 3, Located in the Northeast ¼ of the Southeast ¼ of Section 21, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho; and Providing an Effective Date ITEMS MOVED FROM THE CONSENT AGENDA \[Action Item\] DEPARTMENT / COMMISSION REPORTS \[Action Item\] 24. Finance Department: Approval of the Revised Fiscal Year 2022 Amended Revenues and expenditures of $194,955,456.00 Approved for Publication Motion to approve for publication made by Councilman Hoaglun, Seconded by Councilman Borton. Voting Yea: Councilwoman Strader, Councilman Bernt, Councilwoman Perreault, Councilman Cavener, Councilman Borton, Councilman Hoaglun 25. Fire Department: Memorandum of Understanding between the City of Meridian and IAFF Local 4627 to Establish a Permanent Position of Captain – Logistics Approved Motion to approve made by Councilman Borton, Seconded by Councilwoman Strader. Voting Yea: Councilwoman Strader, Councilman Bernt, Councilwoman Perreault, Councilman Cavener, Councilman Borton, Councilman Hoaglun 26. Fire Department: Memorandum of Understanding between the City of Meridian and IAFF Local 4627 to Waive Time-In-Grade Requirements for Engineer Position Approved Motion to approve made by Councilman Borton, Seconded by Councilman Cavener. Voting Yea: Councilwoman Strader, Councilman Bernt, Councilwoman Perreault, Councilman Cavener, Councilman Borton, Councilman Hoaglun 27. Ordinance Change Discussion: Water Recycling System Requirements for New Commercial Car Washes 28. Ordinance Change Discussion: Maintenance Responsibility for Sewer Services on Private Property ADJOURNMENT 5:20 p.m. Meridian City Council Work Session August 9, 2022. A Meeting of the Meridian City Council was called to order at 4:30 p.m., Tuesday, August 8, 2022, by Council President Brad Hoaglun. Members Present: Joe Borton, Luke Cavener, Treg Bernt, Jessica Perreault, Brad Hoaglun and Liz Strader. Members Absent: Robert Simison. Also present: Chris Johnson, Joy Hall, Laurelei McVey, Warren Stewart, Tracy Basterrecha, Kris Blume, Joe Bongiorno and Dean Willis. ROLL-CALL ATTENDANCE Liz Strader _X_ Joe Borton _X_ Brad Hoaglun _X_Treg Bernt X Jessica Perreault _X_ Luke Cavener Mayor Robert E. Simison Hoaglun: All right. Well, I will call this work session to order. For the record it is Tuesday, August 9th, at 4:30 p.m. Our first item of business will be roll call attendance. ADOPTION OF AGENDA Hoaglun: Our next item is adoption of the agenda. Borton: Mr. President? Hoaglun: Councilman Borton. Borton: There are no changes to the agenda as published, so I move that we adopt the agenda. Cavener: Second. Hoaglun: I have a motion and a second to adopt the agenda with no changes. All those -- any discussion? All those in favor, please, say aye. Any opposed? The ayes have it and the agenda is adopted. MOTION CARRIED: ALLAYES. CONSENT AGENDA [Action Item] 1. Approve Minutes of the July 19, 2022 City Council Work Session Meridian City Council Work Session August 9,2022 Page 2 of 21 2. Approve Minutes of the July 19, 2022 City Council Regular Meeting 3. Approve Minutes of the July 26, 2022 City Council Work Session 4. Approve Minutes of the July 26, 2022 City Council Regular Meeting 5. Fairview Row Townhomes Sanitary Sewer Easement No. 1 6. Impressive East Ridge No. 3 Sanitary Sewer and Water Easement No. 1 7. Lavender Heights Subdivision No. 3 Sanitary Sewer Easement No. 1 8. Final Plat for Outer Banks Subdivision (FP-2022-0014) by JUB Engineers, Generally Located at the Southwest Corner of W. Franklin Rd. and S. Ten Mile Rd. 9. Final Order for Briar Ridge No. 1 by Kent Brown Planning Services, Located on the West side of S. Meridian Rd., between W. Lake Hazel Rd. and W. Amity Rd., near the mid-mile point 10. Final Order for Oaks North No. 12 (FP-2022-0019) by Toll Southwest LLC, Located at W. Burnt Sage Dr. (Parcel Number S0428325460) 11. Final Order for Pine 43 Animal Farm (FP-2022-0017) by J-U-B Engineers, Located at the Southeast Corner of N. Webb St. and E. Pine St. 12. Findings of Fact, Conclusions of Law for Bountiful Commons East (H- 2022-0015) by KM Engineering, LLP, Located at 5960 and 5984 N. Linder Rd. 13. Findings of Fact, Conclusions of Law, and Decision Order for Request for Reconsideration for Burnside Ridge Estates (H-2021-0070) by Kimley-Horn and Associates, Inc., Located Near the Southwest Corner of S. Linder Rd. and W. Victory Rd., Including 2365 W. Victory Rd., 3801 S. Linder Rd., and Parcels S1226142251, R0831430030, R0831430022, and R0831430010 14. Findings of Fact, Conclusions of Law for Centerville Subdivision (H- 2021-0046) by Engineering Solutions, LLP, Located at 4111 E. Amity Rd. (including the outparcel to the south) and 5200 S. Hillsdale Ave., at the Southeast Corner of S. Hillsdale Ave. and E. Amity Rd. Meridian City Council Work Session August 9,2022 Page 3 of 21 15. Findings of Fact, Conclusions of Law for Pickleball Court Subdivision (H-2022-0025) by The Land Group, Inc., Located at 4050 W. McMillan Rd. at the northeast corner of N. Joy Street and W. McMillan Rd. 16. Findings of Fact, Conclusions of Law for Pinedale Subdivision (H- 2022-0001) by Pine Project, LLC, Located at 3275 W. Pine Ave. (Parcel #S1210417400) 17. Approval of Purchase Order 22-0353 to Hughes Fire Equipment for One (1) new Pierce Velocity 100' Ascendant Ladder Truck for the Not- To-Exceed amount of$1,698,277.00 18. Ada County Highway District Cost Share Permit: Eagle Rd., Lake Hazel to Amity 19. Amendment to State/Local Agreement for Meridian Rail With Trail Pathway 20. Project Agreement Between the Nampa & Meridian Irrigation District and the City of Meridian for Boring Under the Eight Mile Lateral at Lakeview Golf Course 21. License Agreement Between the Ada County Highway District and the City of Meridian Regarding Downtown Trees and Flower Pots Additional Water Connection 22. Interagency Agreement Between the Ada County Highway District and the City of Meridian for Water and Sewer Improvements for Locust Grove Road, Overland Road To Victory Road, ACHD Project No. 519034.001 & 319043 23. Resolution No. 22-2338: A Resolution Vacating a Public Utility Easement Between Lots 11 and 12, Block 3 of Fairbourne Subdivision No. 3, Located in the Northeast '/4 of the Southeast '/4 of Section 21, Township 4 North, Range 1 West, Boise Meridian, City of Meridian,Ada County, Idaho; and Providing an Effective Date Hoaglun: Next item is the Consent Agenda. Borton: Mr. President? Hoaglun: Councilman Borton. Borton: I move for the approval of the Consent Agenda as published. For the President to sign and Clerk to attest. Meridian City Council Work Session August 9,2022 Page 4 of 21 Cavener: Second. Hoaglun: We have a motion and a second to approve the Consent Agenda as presented. Any discussion on any of these items? If not, all those in favor signify -- of adopting the Consent Agenda, please, say aye. Any opposed? The ayes have it and the Consent Agenda is adopted. MOTION CARRIED: ALLAYES. ITEMS MOVED FROM THE CONSENT AGENDA [Action Item] Hoaglun: We didn't have any items moved from the Consent Agenda. DEPARTMENT / COMMISSION REPORTS [Action Item] 24. Finance Department: Approval of the Revised Fiscal Year 2022 Amended Revenues and expenditures of $194,955,456.00 Hoaglun: So, let's move into Department/Commission Reports. First up is the Finance Department and we have an item before us -- I think, Council, you received a memo on this from Finance about approving the revised fiscal year 2022 amended revenues and expenditures. So, it's just one of those items that -- I will -- I will read and, actually I will make it as part of a motion and, then, we can vote on that and -- and have the correct revenues reflected for this -- for this item -- amended revenues and expenditures. So, move that Council approve the revised amended revenues and expenditures for fiscal year 2022 and that amount is 194,955,456 dollars. Borton: Second. Hoaglun: Motion and second to approve the revised amended revenues and expenditures. Any discussion? Hearing none, all those in favor of the revised amount, please, say aye. All those opposed? Any opposed? Hearing none, that is adopted. MOTION CARRIED: ALLAYES. 25. Fire Department: Memorandum of Understanding between the City of Meridian and IAFF Local 4627 to Establish a Permanent Position of Captain — Logistics 26. Fire Department: Memorandum of Understanding between the City of Meridian and IAFF Local 4627 to Waive Time-In-Grade Requirements for Engineer Position Hoaglun: Next up, Item 25, Fire Department. Chief Blume. A memorandum of understanding. We like understanding. Meridian City Council Work Session August 9,2022 Page 5 of 21 Blume: Good evening, Council President and Council Members. I guess I have Items 25 and 26 on there and this is just for an awareness for Council that we opened the contract -- or, actually, the union opened the contract to correctly reflect some verbiage that's captured in Article 1.3 that should the budget be approved as it's written there will be a captain of logistics that's represented in the CLA and so the terminology was updated to reflect that position in the CLA correctly. That's all that MOU is about. And, then, the second MOU -- if there is any questions about that -- Hoaglun: Yeah. Let's -- any questions, Council -- Blume: I'm sorry. Hoaglun: -- on Item 25? Okay. Chief, go ahead. Item 26. Blume: Okay. And, then, the -- Item 26, the second MOU, again, with the union working with administration -- obviously, the organization is growing exponentially. You know, 40 percent over the next year. We have figured out that there is going to be a -- we -- we won't--would not have enough fire apparatus operators or engineers to meet the demand that's going to be up and coming and so working with the union administration and the union came to the agreement to allow for a waivering of -- a one time waiver of a time in grade to allow people who would not traditionally be eligible to promote, should they be successful through the engineer development program and a testing process, we wait -- they--they intend to allow a waiver of that time in grade. So, that's what that MOU reflects and so that way we will be able to internally hire Meridian firefighters to drive and operate the apparatus versus hiring from outside the organization. Hoaglun: Thank you, chief. Any questions? Nary: Mr. President? Hoaglun: Yes, Mr. Nary. Nary: Mr. President, Members of the Council, I just wanted to make sure -- because we haven't had one of these for a few years. We have done this before. We have had situations, just like the chief has said, where we have grown and there is not enough people with the time to do the backfills to get these positions promoted, but they can pass the test, they can pass the programs, they meet all the requirements, but for that one condition. So, we have done this periodically over the years for the exact same reasons, so -- Hoaglun: Thank you, Mr. Nary. Any other questions, comments? All right. Blume: Okay. Thank you. Hoaglun: Thank you. Warren. Meridian City Council Work Session August 9,2022 Page 6 of 21 Nary: Mr. President, we do need a motion to approve both the MOUs. Hoaglun: Oh. Okay. Let's go back then. Item No. 25, the MOU to establish permanent position of captain of logistics. Borton: Mr. President? Hoaglun: Councilman Borton. Borton: As to Item 25, 1 move that we approve the MOU between the local and the City of Meridian establishing a permanent position of captain of logistics as stated therein. Strader: Second. Hoaglun: I have a motion and a second on this Item 25. Is there discussion? Hearing none -- Mr. Nary, is this a voice vote for an MOU or -- Nary: Roll call. Hoaglun: Roll call. Okay. Mr. Clerk, will you, please, call roll. Roll call: Borton, yea; Cavener, yea; Bernt, yea; Perreault, yea; Hoaglun, yea; Strader, yea. Hoaglun: All ayes. Motion carries. MOTION CARRIED: ALLAYES. Hoaglun: Item No. 26. Councilman Borton. Borton: Mr. President. I move that we approve the MOU between our local and the City of Meridian to waive the time-in-grade requirement for the engineer position as set forth in that MOU. Cavener: Second. Hoaglun: We have a motion and a second for Item 26. Any discussion? Hearing none, Mr. Clerk, would you, please, call roll. Roll call: Borton, yea; Cavener, yea; Bernt, yea; Perreault, yea; Hoaglun, yea; Strader, yea. Hoaglun: All ayes. Motion carries. And the MOU is adopted. MOTION CARRIED: ALLAYES. Meridian City Council Work Session August 9,2022 Page 7 of 21 27. Ordinance Change Discussion: Water Recycling System Requirements for New Commercial Car Washes Hoaglun: All right. Now, Warren. Ordinance change discussion. Water recycling system requirements for new commercial car washes. Stewart: Yeah. So, I also have two items. This is the first one, Council President, Members of the Council. The Public Works Department would like to get your input on a proposed change to the ordinance that would require recycling systems for new car washes that go in in the City of Meridian. As you are well aware from this past year, water is a big deal and -- and conserving water is something that we want to make sure that we are cognizant of and that we are working to do our part. Car washes actually are one of the most major water users that we have here in the City of Meridian. In fact, I think one of the car washes is the largest water user in the City of Meridian. So, they use a significant amount of water. They discharge that water to our wastewater treatment plant. That also eats up quite a substantial amount of capacity in the wastewater treatment plant, which if we could, you know, slow that down would allow us to slow down the rate that we have to expand the treatment plant to accommodate new growth. So, we think it makes sense for us to require these. Most of the new car washes that have gone in in the last few years -- in fact, I -- I'm -- I'm not aware of any that haven't -- have actually installed car wash recycling systems, because they actually save them money on the assessments and their monthly bills and it's offsetting enough that they -- they do it. Just so you know, we did reach out to like Fast Eddy's and a couple of other of the car washes that-- bigger car washes that operate in the valley or here in City of Meridian and although most of them put them in because it saves them money, we -- we ask them if they would be willing to support necessarily this change and most of them, as you could expect, kind of said, well, we are not exactly giddy about adding regulations to ourselves, but we are going to do it as long as it saves us money. So, we are here tonight. We think it would be wise for us going forward to just have that as a condition of new car washes as they go in, that they do install the recycling systems, because we do believe that it's in the best interest of the citizens and certainly the Public Works Department from a water consumption, as well as treatment perspective. And with that I will stand for any questions. Hoaglun: Thank you, Warren. Council, questions, comments? Bernt: Mr. President? Hoaglun: Councilman Bernt. Bernt: I just want to take up a bunch of time, so I have a lot of questions for you right now. First one is what -- what about like existing car washes? Are they going to have to change over-- switch over or -- you mentioned that the largest water user is a current car wash. Are they going to have to switch over to this system? Meridian City Council Work Session August 9,2022 Page 8 of 21 Stewart: The way it's written we are not asking existing car washes to change. Only -- this would only apply to new car washes that come in. Strader: Mr. President? Simison: Yes, Council Woman Strader. Strader: Unless Councilman -- Bernt: I'm good. Strader: -- has more questions. Okay. What if a car wash changes ownership, would that be a requirement for the new owner or would that still be grandfathered under the existing car washes? Stewart: The way it's contemplated is it would be a condition of approval for the car wash. So, I think it would transfer. Maybe that's a better question for Bill, but I think it would transfer to the new owner. Nary: So, I guess in looking at the ordinance it seems clear to me, Mr. Mayor -- or Mr. President, Members of the Council -- I mean I guess I think it's still an existing business. I don't know that we would require it of a new one, because it may require retrofitting and other things. So, I don't know -- we hadn't discussed that. So, I would have to look at the specific language. But I don't know that that would trigger it, so -- Stewart: Pardon me. I may have misunderstood you. I thought you meant if one was already in would the new business have to continue to operate it or are you asking if an old car wash had a new owner would they have to upgrade? Strader: Yeah. It's the latter. So --or--or if-- or if the ownership of the business changed. So, let's say that a previously existing car wash that didn't have a recycling system is sold to a new owner, would that trigger under the ordinance -- it wasn't clear to me. Would that trigger a requirement or that grandfathering run with the business? Hoaglun: Warren or Mr. Nary. Nary: So, Mr. President, Members of Council, Council Member -- Council Member Strader, this is clearly only to new construction, because there are things that have to be approved by the city, because it does require the city engineer to sign off. So, if it's an existing business -- unless they change -- like if they expanded the use -- the expanded use may require, at least for the expansion portion of it, but existing one that's already there, there is a number of them already here, no, they wouldn't have to change, because of the way this ordinance is written. Strader: Mr. President? Meridian City Council Work Session August 9,2022 Page 9 of 21 Hoaglun: Council Woman Strader. Strader: Yeah. Thank you, Warren, that -- that -- and -- and, obviously, thank you, Bill. That makes sense tome. I -- I think there is a -- a really good rationale for this requirement and I think it's grounded in a lot of discussions that we have had in terms of water being our most precious resource. The need for us to think long term about conserving our water supply, especially, you know, in -- here in Meridian and while we have a great water supply and we are very blessed that we have an excellent aquifer, which we are very happy about having, if we have huge water users come in that are not recycling, it could really put a strain on it. So, I appreciate you bringing this forward. Cavener: Mr. President? Hoaglun: Yes, Councilman Cavener. Cavener: Warren, in -- in reading the ordinance -- and I guess I will -- I will kind of lead. I'm struggling with this one a little bit. When you read the first whereas, it's-- it's somewhat vague in that it just reduces the impact on the environment and city water and wastewater systems. I think we are really fortunate that the free market right now is -- is leading on this and doing it voluntarily and if -- if we are asking -- if we are going to now mandate them to do that, I -- I struggle a little bit that we don't have any metrics about what we are trying to achieve. You know, reducing water into our system by X amount percentage or waste by X amount percentage, because I think that there is a lot of ways that without -- I think some stronger sideboards on this, a less than ethical business could try and find a workaround to meet the intent of code with -- or to meet the letter of the code without maybe meeting the intent of what we are doing and so I'm struggling on this particular one, because the free market is already doing this, to, then, come in and -- and mandate them to do it, it just seems a little bit like a head scratcher for me. So, as staff have you guys discussed -- we want to reduce -- we want them to reduce their water by a certain amount? I mean is there a best practice in the industry that we would want to attain for? What are our car wash owners in the valley -- what are they achieving by the systems they have already implemented? Stewart: I appreciate the --the question, Councilman Cavener. We did ask some of those questions in fact and we talked to a lot of the -- the manufacturers -- or some of the manufacturers who -- who produce these systems and there is a -- there is a -- there is a fairly good range, although, you know, 20 percent difference between certain manufacturers of this equipment and other manufacturers of this equipment and we -- we struggled with the idea of actually saying, okay, it has to recycle -- recycle, you know, 70 percent or 60 percent of the stream and -- and we thought about putting it in here. But ultimately we thought, well, maybe that's a step too far -- too far at the moment and we just asked them to go ahead and put in a recycling system. It appears that most of the -- the manufacturers of these systems have a targeted range that all seems to be acceptable and that gives them more flexibility than us saying it has to be this and, then, they come back and say, well, we got this manufacturer we would like to use and -- and they are, you know, a few percent one way or the other of that. Is that okay. So, Meridian City Council Work Session August 9,2022 Page 10 of 21 appreciate that. It's certainly a conversation we had, but we struggled with trying to set that number and, you know -- you know, felt like it would -- might be a little onerous at this stage, but that's why we didn't put it in there. Cavener: Mr. President? Hoaglun: Councilman Cavener, go ahead. Cavener: Warren, who -- if -- if car washes are our biggest user, what industry is our second largest user of water? Stewart: That's a fair question. I don't know the answer to it off the top of my head. Cavener: And -- and Mr. President. The only reason why -- why I asked that is it feels like that we are doing this because they are the largest user and to me if -- if this is the direction the Council wants to go, I want to make sure that we are kind of forecasting. This is the reasons why and if other users and other industries start to eclipse the same amount, would we, then, impose the same expectations on them? So, we are not just focused on the industry, we are -- we are -- we are focused on users. Does that make sense? Stewart: Yeah. I think that's a fair question. I think the reason that we are looking at this one is we know that the technology exists for them to recycle. Cavener: Okay. Thanks. Hoaglun: I -- I would chime in, Warren. And you want -- want our thoughts and whatnot. I think there is incentive built in, as you mentioned, for them to install recycling. If they are coming in building a new one it's in their best interest to do so. It does save them money and it hits the bottom line. The better ROL From the city's perspective I think we want to do this, because that -- you mentioned it. The treatment cost and the capacity that we have, that's huge on our end and for all users, because that's going to have a major cost if we have to increase that -- add capacity to that. So, anything we can do on that front end and they have that incentive, I -- I think is a good thing to -- to require this just to make sure that you don't have one person coming in just trying to, you know, do whatever. But -- but there is that incentive for industry already to do it, but -- and it -- I think it's a big savings to everybody on the back end and so I -- I think it's a good thing to do, so -- any other comment on this one? Borton: Mr. President? Hoaglun: Yes, Councilman Borton. Borton: Just to the whereases. Sometimes the ordinances are -- are strengthened, because they are referred to over time to have a few of those. You -- you have probably done it to -- to lay out some of the -- the business case to it using examples, numbers; Meridian City Council Work Session August 9,2022 Page 11 of 21 right? If you are able to say whereas a -- a -- a car wash has a hookup fee and -- and monthly bill of approximately X and installation of these systems often cost -- cost Y and it saves them -- something that recounts that analysis that you have done, showing that it's not only great for the environment, but it has a business case that you have described. Probably already have that data. I think that's helpful in ordinances like this when they are referred to seven years ago -- or seven years down the road and we are wondering what was the reason behind its passage, a little more meat in the whereas tells some of that story. It doesn't change the underlying regulation, but I think it helps the future users to understand why we got there. Hoaglun: Okay. Thank you. Any other comments on this one? All right. Got good feedback, Warren? Have any questions? Stewart: No. If I understand correctly, bring it back with a few tweaks and we will go from there. Is that -- 28. Ordinance Change Discussion: Maintenance Responsibility for Sewer Services on Private Property Hoaglun: I think so. All right. Item No. 28. Now we are going to the other end of things. Maintenance responsibility for sewer services on private property. Stewart: Council President, Members of the Council, this is an item that actually came before you several weeks ago and there was a lot of debate. It kind of went down a singular path of talking about common driveways and so we went back and prepared a little more information and I'm going to talk about that tonight and share some other things with you. It's -- it's -- I want to let you know that the actual nexus for the change here had nothing to do with common driveways when we did it. So, the ordinance as it currently reads basically talks about when you cross a property line the jurisdiction of your sewer service changes and that works great in most single family residential home type situations. But what about commercial or multi-family where there -- we have sewer -- or sewer lines that go all over inside that development and they are all on private property. They never cross a -- a property line. So, we felt like we had to provide some other side boards to this or some clarification, because we have had some questions about, okay, in an apartment complex where does the responsibility of the homeowners association or the apartment complex owners start and stop? And so all we did was we wanted to add language that said, basically, it's -- if it crosses into the public right of way we are responsible for it. If it's on private land you are, unless it's in an easement. If it's in an easement, then, we are responsible for it, because we have no legal right to essentially maintain and operate our system outside of an easement. So, it's where the easement boundary is. So, that was our desire. See if I can figure out how to make this work. That was not it. Which button do I push? Oh, it didn't go. That's what it does. I am not seeing it, but if you are seeing it that's -- well, there is the first one. I had to hit it twice. Okay. So, this is kind of an example, just a quick little sketch of the example of an apartment complex where we have a sewer and a water line that comes in, we have an easement that covers those. If we had a service coming from either one of those buildings the Meridian City Council Work Session August 9,2022 Page 12 of 21 jurisdictional boundary would, essentially, be where the easement begins and ends and that's what we wanted to address. So, that's what the -- the tweak to this actually accomplishes. It just basically says if it doesn't cross into a public right of way, then, the easement language applies and the easement says where that boundary line is. So, that's what we were hoping to clarify. Now, because we -- the -- the conversation went to the common driveway thing, I have some scenarios for you that I want to talk about and share with you just a little bit, because common driveways have been a conundrum and a problem for a long time from a Public Works perspective. They present a maintenance difficulty and I think we came several months ago with Bill Parsons and had a conversation about that and shared some of the -- the challenges that we have. Those are very narrow. Getting the -- the big vac truck up in and out of there is very -- is not very convenient and it's also a little scary when you are trying to back that thing in and out. Sometimes there is cars and one thing and another around. So, we will talk a little bit about that and where we have gone and -- right now. So, this is the typical picture of a common driveway without any of the utilities in the private -- or in the common driveway. So, they are out in the public roadway and, then, one of the things that we used to do -- this is kind of the evolution, if you will, of where we have gone when it comes to services, sewer and water, in common drive. We used to put a public sewer main that's represented in green with the little green circles being manholes and that went all the way up the common driveway and the services ran off of it. It's -- I think it's important to say that the water lines have always had meters out next to the right of way and private services that went down the common drive. That's the way they have always been and they still are today. The only thing that's changed is how we deal with the sewer and the reason for that is under this scenario we had to get vac trucks and CCTV trucks back to the back of that common driveway, which was not fun and -- and not convenient for the neighbors either. So, we went from this scenario to another scenario where we put services from the main lines out in the main roadway, both sewer and water all the way through there. That meant for this little example where you have three houses you had a total of six lines -- Public Work -- or water and sewer lines. They were private, because they were the service lines. But you also had gas, phone, power-- all these other utilities in this 20 foot swath and it was a bunch of spaghetti running underneath the roadway and it presented some challenges as well. So, where we are now, just so we are clear, is we now -- the water lines haven't changed, but on the sewer line we actually install a jurisdictional manhole at the right of way and, then, the line -- the rest of -- the balance of the sewer line going up the common driveway is actually private and it is the responsibility of the homeowners association or I will say the homeowners to operate and maintain that. That's -- who maintains that is up to the -- to the -- essentially the developer and how he puts it in the CC&Rs. Most infrastructure that is in a common lot is maintained by the HOA, but I think they have the ability to write those in -- however they see fit. So, whether they, you know, write it up so the HOA cares for it or whether they write it up so that the homeowner cares for it, I couldn't tell you. It's outside of our ability to control. But I think most of them are probably, essentially, maintained by the HOA, because they are in a common lot. That's the current practice, because that keeps our trucks and our maintenance vehicles out of the common driveway. Now, I know some of the concern that you guys had was, well, that puts a burden on those -- potentially on those three homes to maintain that segment of sewer line and that could be correct or it could be the Meridian City Council Work Session August 9,2022 Page 13 of 21 entire HOA. I'm not sure. Depends on how they set it up. But I also want to kind of give maybe just a little piece of information that's prospective. These sewer lines when they put -- when we put them in we expect them -- PVC lines and -- and these manholes to last a hundred years. If they are CIPP lined they can go another 50. So, it -- and that's a fairly inexpensive process in comparison. So, just for some perspective, with relatively little maintenance that line will last 150 years, which will probably be as long as some of those homes will be there. So, I just wanted to provide that as a piece of information that might be valuable to the conversation and to your consideration. But this ordinance change really doesn't change that at all, because we are still saying the jurisdictional boundary for the service is at the public right of way. Without an easement in that common driveway we couldn't go in there anyway. Not legally. Strader: Mr. President? Stewart: So, I would just stand for questions. Hoaglun: Council Woman Strader. Strader: Just so I understand, the biggest concern I would have is trying to get multiple homeowners to workout how to pay for something at the same time. That -- that would be more my concern. So -- now I'm looking at your diagram. So, then, is it true that now the way we do it each homeowner has a line coming off of the main sewer and so they each individually would be responsible for their line to the public street or do they all share one line that branches off? Stewart: So, each home would have a four inch sewer service that would come from their home out to the common driveway. In the common driveway there is going to be an eight inch sewer main, although it will be a private main. So, they will all tap into that private main. So, each homeowner would be responsible for their service for sure, their four inch service that goes to the main, but it could be the homeowners association -- association or the -- the homeowners -- those three homeowners responsibility to maintain that eight inch main for that common driveway segment. It would depend on how the developer set that up in the CC&Rs. I can't tell you how they -- they are going to do that. I don't know. Usually -- I will just say this. Usually infrastructure that's in a common lot, which a common driveway is, is maintained by the homeowners association. For instance, they have asphalt there. It's an asphalt drive. Who maintains the asphalt? Is it the three or is it the HOA? Typically it would be the HOA that would come in and do the asphalt. It's the same kind of a scenario. Who is maintaining the asphalt driveway back there? Is it the three owners or is it the HOA, because it's in a common lot. I think that's up to the developer how they set it up, but, typically, that's the HOA. Bernt: Mr. Mayor? Hoaglun: Councilman Bernt. Meridian City Council Work Session August 9,2022 Page 14 of 21 Bernt: So, walk me through this then. So, first question how -- how often are we -- are we fixing these --these lines that go up common driveways? Is it a common occurrence? Are we spending too much money on this? It's sort of a pain in the butt. We don't want to deal with it anymore. I mean what's -- what's -- Stewart: Well, fixing it probably the -- you know, it depends on which scenario you are talking about, whether you are talking about the four inch lines that run all the way out to the road or whether you are talking about a main line. We don't -- if it's a main line like this we don't go in -- we have some of them where we do have a public main that goes up the common driveway. That's the way we used to do it. We haven't done anymore. We don't do it anymore. The issue is not that it is a maintenance headache, the issue is that every three or four years we go in and we clean it and we do a CCTV inspection of it just preemptively to make sure it's functioning and working correctly. That means we have to have access clear to the back of that common driveway with that big vac truck and I don't -- I'm not necessarily speaking of you guys, but I don't think people a lot of times appreciate how big that truck is. It is big. And when you see it try and negotiate some of these easements and things and get down on the manholes in other places, it -- you know, I have even been surprised when I'm like, holy cow, there is -- you know, we have had to make changes to how we require easements when they go around corners, because it takes a lot of turning radius to get that thing around there, so -- Bernt: Mr. President? Hoaglun: Councilman Bernt. Bernt: So, when -- when these developers submit plans for development, instead of putting -- like, again, the burden on these homeowners or HOAs, couldn't we require them to design their subdivision so that our trucks could get back there a little bit easier, so we could still work on it without any problem? If it's happening three or four times --or, excuse me, every three or four years and it's -- is it a day? It's an afternoon? Is it a morning? Is it a pretty quick process or -- Stewart: I couldn't tell you. It's not a whole morning just to do that one little segment. They will -- they will come in and maybe do a subdivision and they will -- they will work on it. That will take, I don't know, probably the better part of an hour to get back in there, set up and clean. Bernt: That situation -- I would rather -- I would rather deal with the little noise and a little inconvenience, as opposed to potentially having to fix a problem that could cost quite a bit of money for a private citizen that doesn't have access to the type of equipment that we have and the resources that we have, so it seems a little bit -- I don't know. I don't know about this one. Hoaglun: Warren, question. If -- let's say Lot No. 4, we got six kids and one of them has a habit of flushing the teddy bear down the toilet all the time and they call the sewer service, they would come in and they could clean out that line to where it's plugged. I'm Meridian City Council Work Session August 9,2022 Page 15 of 21 assuming some of these sewer companies have ability to go into the eight inch line to also clean that out or to unplug that? Stewart: Yeah. Councilman -- or Council President Hoaglun, yeah, many of them -- many of them do. They have the same kind of equipment that the city does or in some cases smaller versions of that equipment. Hoaglun: Okay. Yeah. Perreault: Mr. President? Hoaglun: Yes, Council Woman Perreault. Perreault: So, the -- the newest structure that you described how -- how they are being installed currently, how long has it been city -- the city been installing with -- with that particular process? And can you shed some light on the timing of why -- why we are having the discussion now versus when this method started being used? Is that question clear? Stewart: I think I understood the first part, but I don't know if I understood the second part. Perreault: Okay. So, your -- you are describing that there is a main section of sewer. There is an eight inch line that goes up the common drive and, then, there is four inch lines to individual homes; right? That -- that method of -- of installing the sewer lines, when did that begin? Stewart: Council Woman Perreault, I -- I'm not sure, but we have been doing it I think at least a couple of years that that's been in the process. So, it was a matter of how we put -- maybe it was in the last update of the design standards. I can't remember. Or the specifications. But we -- we have modified that at the request of our operations team, because they came back to us and said they didn't like maintaining these sewer lines at the back of these common driveways. Especially they don't like backing out of these common driveways, because there is nowhere to turn around. So, they have got to pull in there with these great big trucks and, then, they have to back out of these common driveways and it's narrow and there is lots of -- sometimes things around and -- and they just felt like it was unsafe, so -- yeah. McVey: Council Members. So, I think we are getting a little bit off on the topic of private drive. So, the ordinance change doesn't change anything that we are doing with private drives. We are following this last picture that Warren described and have been doing it for some time. The only way to fix the private drive problem is to not have private drives. There is consequences to that; right? Developers are not going to like that proposal. In our world, in Fire's world, we would love to have just regular streets and subdivisions that have full access for our vehicles, their vehicles. So, I think the private drive issue is a -- a bigger issue; right? I don't know that we can solve that. What our ordinance change Meridian City Council Work Session August 9,2022 Page 16 of 21 is, though, as Warren described, was specifically related to where we are required to do maintenance and where the resident is required to do maintenance. So, all it's doing is changing it from saying the property line to saying the property line or an easement and so -- like the apartment building, we would be in charge of it within the easement. On the private drives we are not responsible until it crosses the property line or an easement. What Warren mentioned is we do have some of -- when we first started doing private drives and we didn't know all the things about private drives, we did have some of our city infrastructure that would go up into the private drives. Those would have easements and we would be responsible in the easement. So, hopefully, that helps clarify a little bit, is that we aren't actually trying to change anything about private drives. They are a problem. But we are trying to clarify under most conditions where we are responsible and where the homeowner is responsible. Stewart: Yeah. I think -- I apologize if -- and -- and thank you for coming up. So, this ordinance change really wouldn't change anything in the common driveway. The discussion that I think you are having -- and -- is around do we want the infrastructure to go up the driveway as public infrastructure or do we want it to be private. The jurisdictional boundary, even if we wanted -- if you decided you wanted it to be public, we would just require an easement and this ordinance language would remain the same, because it would either be at the easement boundary or the right of way. So, they are kind of two separate issues. They are related, but they are kind of two separate issues. Perreault: Mr. President? Hoaglun: Yes, Council Woman Perreault. Perreault: So, I was following that. I didn't -- I wasn't confused about what it is that we were discussing. The reason I was asking about the timing of when this method started was because -- I'm trying to understand if we have been doing this for a while why the ordinance is being brought now versus earlier versus -- was there something that spurred this, like an event that caused it? Was there -- I mean that's the context I'm trying to get, not about what we are doing with private driveways, as much as why are we having this discussion currently? What has brought this about? Stewart: I appreciate that, Council Woman Perreault. The -- the main reason that we actually started discussing this had to do with apartment complexes, to be honest with you, and we had conversations from owners of apartment complexes who were like is it the back of curb at the edge of the parking lot that we -- is the jurisdictional boundary? Where is it? And -- and we were like, well, it's the easement. We can't go outside the easement. But, then, we realized it doesn't actually explicitly say that in the ordinance. So, we just wanted to provide some clarification that said in an apartment complex type scenario or a commercial development, like, you know, a shopping center, it's where ever the easement boundary is, because there won't be a public right of way or a property line and that was the nexus for the change. It had nothing to do with common driveways. That just happened to get into the conversation. Meridian City Council Work Session August 9,2022 Page 17 of 21 Borton: Mr. President? Hoaglun: Yes, Councilman Borton. Borton: To that point that's spot on. I thought it makes good sense. It provides clarity up front early on with a literal legal description from the easement, the public right of way description, to know where the responsibilities -- who has what on either side of that line. It seems like a really good clean up improvement. Not that drastic of a change. Hoaglun: Any other comments? Mr. Stewart -- oh, yes. Laurelei. McVey: Let me ask for I guess some additional -- I know this is not necessarily -- but do you guys want to have additional conversation around the bigger common drive issue or is that something -- I know that's probably not -- okay. Borton: Mr. President? Hoaglun: Yes, Councilman Borton. Borton: Do we put easements on all private driveways? Those common drives? Stewart: Not at all. McVey: Not anymore. Borton: Okay. Hoaglun: So, that would be a future discussion topic among Council if they want and, then, we --we can put this in and, then, that -- if we go that route, then, that's in place and move -- move forward, so -- Council Woman Perreault. Perreault: Thank you, Mr. President. I apologize that I missed Councilman Borton's question. What did he ask? Borton: The last one? Perreault: Yeah. Borton: Do we put utility easements --water, sewer easements in the common driveways. Perreault: Okay. Borton: As a requirement. Stewart: We do not. Meridian City Council Work Session August 9,2022 Page 18 of 21 McVey: Not anymore. Strader: Mr. President? Hoaglun: Yes, Council Woman Strader. Strader: Do we have any common driveways in Meridian that are not covered by an HOA that we know of? I guess that would be the follow up I would ask for, because -- not like to hold this up, but just as a detail to check up on, because I'm just -- I understand this is like very unlikely, but let's say in 50 years there is a common driveway where there is no HOA and something breaks and the three homeowners can't agree or something like that. Like would we accept payment from one of them? Do the work on behalf of all of them and, then, when those other homes are sold we would expect them to pay in or I -- I'm just -- I understand that's really like out there in the thread, but I'm just -- those are the kinds of things I'm worried about, things that we don't anticipate yet that are just -- those fringe cases where somebody gets saddled with a 20,000 dollar bill, because the two other homeowners in their HOA common driveway can't agree with them or -- you know, we can't have something like that happening, so -- because I'm just asking for like -- maybe not for the ordinance, but just like I think you guys need to think ahead of like the playbook of like how are you going to handle those scenarios. Stewart: I'm not aware of whether there are common driveways out there that are not part of an HOA. Common driveways are a relatively new thing. I have been here at the city 13 years. In the first few years I was here I never heard of them and, then, all of a sudden they became the in thing, because they were cheaper than cul-de-sacs to put in. McVey: So, Council Woman Strader, one of the things that we can do in that scenario is -- if it became a public health emergency we are able, with proper legal noticing, to tell them, hey, we are -- we are going to come on your property and fix these things and you will be responsible for the cost and we can put those costs as a lien on the property with all the proper noticing. It has to get to the level of creating the public health emergency. But we do have the ability to fix it and make them responsible for the costs. Hoaglun: Council Woman Strader. Strader: I'm sorry, I am really worried that we are just going to go down a rabbit hole now, so I'm trying really hard to hold myself back from that, but, you know, like not that different than remember I -- before my time there was a whole subdivision that had a problem with like their -- oh, hello, I'm blanking. Their septic tanks and didn't we have to come in and we had to like bring sewer to that neighborhood. It was an emergency, but like how did we work that out with them? I'm curious. Did we expect them to pay for it all at once? Was it a condition of annexing into the city? Like how did -- how did that happen? Because it's not that different than this. Hoaglun: I think you are referring to the place below Kentucky Ridge. Meridian City Council Work Session August 9,2022 Page 19 of 21 Strader: I think so. Hoaglun: Forgot the name of that -- that subdivision. Yeah. Meridian Heights. And that was -- that was a very involved process. I was on Council at the time and -- yeah. I don't want to go through that again. Stewart: Yeah. So, Members of the Council, Councilman Strader -- or Council Woman Strader, yeah, Meridian Heights and Kentucky Ridge. They -- the city went through a process -- they had their own sewer -- it wasn't septic tanks. They had their own sewer lagoon that they operated privately. But they pumped the solids from that and land applied them to the farm adjacent and the farmer was -- the -- the agreement was coming to an end and the farmer didn't want to allow them to do that anymore. He wanted to sell the property and develop it and -- and so there was a --that process took years in the making. But, ultimately, the city did enter into an agreement where they took over the system. The -- the -- the landowner that owned the land application side, as well as those people, all contributed to the cost of that and they were required -- I think they ended up passing a bond that they -- it was a 20 year deal where they had 20 years to pay their share of the cost, unless they sold their home and, then, it was due on sale and so they are still in that process. Some of those homeowners out there are still in the process of paying for that via a bond, because -- because the Kentucky -- the Meridian Heights-Kentucky Ridge organization -- I can't remember their official name now. But they actually had gone through the process to become an entity that could bond or ask for a bond. So, they paid for it. It was a very convoluted process, but, yeah, it took years in the making. Strader: Okay. So, I guess it -- yeah. I -- I -- I guess I would just ask you to take -- take away that scenario I gave you and think through how you guys would recommend that we handle it, especially if a bond is not an option for a private homeowner and it's a significant hardship, you know, especially for an older resident like how -- what would we do? Like we would have to figure that out; right? So, I don't think it affects the ordinance, but I -- I think that is just something to -- we need to think of through now, not when it happens. Thanks. Hoaglun: Council Woman -- Nary: Mr. President? Hoaglun: Yes, Mr. Nary. Nary: Mr. President, Members of the Council, Council Woman Strader, I mean I -- I think some of that scenario we have thought through. You have situations where you have older homes that are in the county that have a failed septic system. We have sewer available to them, so they want to hook up. We have worked with property owners in that scenario. You have county subdivisions off -- say off of Franklin or off of Overland that are all on their own systems as well. Many times it is going to be developer driven. I mean if a developer wants to rebuild that subdivision or -- or enhance the subdivision in some way they are going to be a participant in that thing. So, unless the entire system Meridian City Council Work Session August 9,2022 Page 20 of 21 was failing, which is what was happening in Meridian Heights, most of them are going to be very small, one at a time type of -- of situations and we have resolved almost all of those I can think of with -- with the property owners. Hoaglun: And just -- I might weigh in on that. I -- I think there would be a way through the billing process to work out payment plans, because they are hooked to the city systems -- I mean we -- we would have to explore that to see if that's the mechanism, but -- so, if they have a big -- big bill they can't pay -- they want to pay, but they can't come up with a lump sum, you know, is -- is that -- is that an option? I -- I don't know. Fortunately, it doesn't sound like it happens that often, but I think there would be options out there to explore. Bongiorno: Mr. President? Hoaglun: Yes, Deputy Chief Bongiorno. Bongiorno: Thank you. Mr. President -- Hoaglun: Common lot -- driveways; is that correct? Bongiorno: I am going to go there, since Council Woman Strader brought in the 50 year scenario. We have a lot of subdivisions -- I'm sorry if I'm yelling. We have a lot of subdivisions where we have the common driveways and part of my requirements is that common driveway has to be maintained 365 days a year for fire, police, and EMS and if that HOA goes away and we get another snowmageddon and house number four catches fire, I mean we have no recourse. So, I think common driveways should be a -- a topic that we all should talk about. You know, get with Planning and everybody, because I'm -- I'm with Warren, I was like what are these things and -- I mean I can see why they do it, because it's -- it's a -- an efficient way to get more bang for their buck. But for Fire, Police, these guys, Public Works, it -- it's a pain. It really is. Hoaglun: Appreciate that, chief. I think we did about a year ago cut the common lots from six to three. We -- we halfed it, so -- so, part way there. But anyway. Anything else that you need, Warren? Stewart: So, I understand correctly, just to -- to reiterate, bring it forward pretty much as is, because it really is irrelevant to the common driveway conversation and if you guys want a common driveway conversation you will tell us in the future. Hoaglun: That's right. Stewart: Thank you. Hoaglun: You got it. Thank you, Warren. Thank you, Laurelei. All right. That's the end of the agenda. Do I have a motion to adjourn? Meridian City Council Work Session August 9,2022 Page 21 of 21 Borton: Mr. President? Hoaglun: Councilman Borton. Borton: Motion to adjourn. Hoaglun: Have a motion to adjourn. All those in favor say -- say aye. All ayes. We are adjourned. MOTION CARRIED: ALLAYES. MEETING ADJOURNED AT 5:20 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) COUNCIL PRESIDENT BRAD HOAGLUN 8-23-2022 ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approve Minutes of the July 19, 2022 City Council Work Session Meridian City Council Work Session July 19,2022 Page 25 of 25 Simison: I have a motion to adjourn. All those in favor to adjourn the work session, please, signify by saying aye. Opposed nay? The ayes have it and we are adjourned. MOTION CARRIED: FOUR AYES. TWO ABSENT. MEETING ADJOURNED AT 6:00 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) By By Brad Hoaglun, Council Presidnet 8-9-2022 ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approve Minutes of the July 19, 2022 City Council Regular Meeting Meridian City Council July 19,2022 Page 71 of 71 EXECUTIVE SESSION Simison: Item 10 was not added to our agenda, so it does not exist. FUTURE MEETING TOPICS Simison: Is there anything under future meeting topics? Or a motion to adjourn? Hoaglun: Mr. Mayor, I move we adjourn. Simison: Have a motion to adjourn. All in favor signify by saying aye. Opposed nay? The ayes have it. We are adjourned. MOTION CARRIED: FOUR AYES. TWO ABSENT. MEETING ADJOURNED AT 9:53 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) By Brad Hoaglun, Council President 8_9_2022 ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approve Minutes of the July 26, 2022 City Council Work Session Meridian City Council Work Session July 26,2022 Page 13 of 13 Simison: I have a motion and a second to go into Executive Session. Is there any discussion? If not, Clerk will call the roll. Roll call: Borton, yea; Cavener, yea; Bernt, yea; Perreault, yea; Hoaglun, yea; Strader, yea. Simison: All ayes. Motion carries. MOTION CARRIED: ALLAYES. EXECUTIVE SESSION: (5:05 p.m. to 5:41 p.m.) Simison: Council, do I have a motion? Hoaglun: Mr. Mayor, I move we come out of Executive Session. Borton: Second. Simison: I have a motion and a second come out of Executive Session. All in favor signify by saying aye. Opposed nay? The ayes have it. We are out of Executive Session. MOTION CARRIED: ALLAYES. Hoaglun: Mr. Mayor, I move we adjourn. Simison: I have a motion to adjourn. All in favor signify by saying aye. Opposed nay? The eyes have it. We are adjourned. MOTION CARRIED: ALLAYES. MEETING ADJOURNED AT 5:41 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) By Brad Hoaglun, Council President 8-9-2022 ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approve Minutes of the July 26, 2022 City Council Regular Meeting Meridian City Council July 26,2022 Page 37 of 37 Simison: Thank you. Council, you have heard this ordinance read by title -- title. Is there anybody that would like it read in its entirety? If not, do I have a motion? Perreault: Mr. Mayor? Simison: Council Woman Perreault. Perreault: I move that we approve Ordinance No. 22-1987 with the suspension of rules. Cavener: Second. Simison: I have a motion and a second to approve Ordinance 22-1987 under suspension of the rules. Is there any discussion? If not, Clerk will call the roll. Roll call: Borton, yea; Cavener, yea; Bernt, yea; Perreault, yea; Hoaglun, yea; Strader, yea. Simison: All ayes. Motion carries. The item is agreed to. MOTION CARRIED: ALLAYES. FUTURE MEETING TOPICS Simison: Council, anything under future meeting topics? Or do I have a motion to adjourn? Hoaglun: Mr. Mayor, I move we adjourn. 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 7.41 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) By Brad Hoaglun, Council President 8-9-2022 ATTEST: CHRIS JOHNSON - CITY CLERK E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Fairview Row Townhomes Sanitary Sewer Easement No. 1 ADA COUNTY RECORDER Phil McGrane 2022-070614 BOISE IDAHO Pgs=5 VICTORIA BAILEY 08/10/2022 09:12 AM CITY OF MERIDIAN, IDAHO NO FEE T-2022-0208 Fairview Row Townhorne Sanitary Sewer Easement No. 1 SANITARY SE)VER EASEMENT 9th f August Cottonwood THIS asei�ier,i Agreement, made this day o� 20 2� between Enterprises Lt C"` ranter"' and the City of Meridian an ldaho Municipal Corporation r"Grantee"` t 1� Y s � p l 1; WHEREAS, the Grantor desires to provide a sanitary sewer right-ol-way across the premises and property'hereinafter particularly bounded and described;and WHEREAS, the sanitary sewer is to be provided for through under-round pipelines to b constructed by others; and WHEREAS it will be necessary to maintain and service said pipelines from time to time by .A_ die 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 rantee the right-ol way for an easement for the operation and maintenance of sanitary sewer over and across the following described property: LAIIAEXHIBITSandES J__- The easement hereby granted is for the purpose of construction and operation Of sanitary sewer their allied facilities, together with their maintenance, repair and replacement at the convenience of the Grantee,with the fi°ee right of access to such facilities at any and all times. TO HAVE AND TO HOLD, the said easementand right-cif-way unto the said Grantee, it's successors and assigns,Lo rever, 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 prier 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 wasplaced there in violation cif this cawmenta THE GRANTOR covenants and agrees that Grantor will not place or allow to lac placed any permanent structures,trees, brush, or perennial shrubs or flowers within the area described for this easement. which would interfere with the use of said easement,;for the purposes stayed herein. Santtaty Sewer Easement 1�.i V. 0't/tilt°2U'2G 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 public street, then, to such extent, such right-of-way and easement hereby granted which lies Zn 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 urever 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: STATE OF IDAHO ) ss County of Ada. ) This record was acknowledged before me on_ -A (date) by Steven Martire2 (name of individual), [complete the following i signing in a representative capacity, or strike the following if signing in an individual capachtvj on behalf of cottonwood Enterprises t_Lc (name of entity on behalf of whorn record was executed), in the following representative capacity: Member (type of authority such as of icer or trustee) (stamp) _ Notary Signature My Commission Expires:, /S�J'7 JSw `, No O'A S7,4T40 osi2, S'oNgc iOG6�9 s Sanitary Sewer Easement REV. 011O1/2020 � GRANTEE: CITY OF MERIDIAN By Brad Hoaglun, Council President 8-9-2022 Attest by Chris Johnson, City Clerk 8-9-2022 STATE OF IDAHO, ) SS. County of Ada ) This record was acknowledged before me on 8-9-2022_ (date) by Brad Hoaglun and Chris Johnson on behalf of the City of Meridian, in their capacities as Council President and City Cleric,respectively. Notary Signature My Commission Expires: 3-28-2028 Sanitary Sewer Easement RED'. 01 01 2020 Sawtooth Land Surveying, LLC P: (208) 398-8104 F: (208) 05 2030 S. Waehrngton Ave., Emmett, ID 83G 17 FAIRVIEW ROW TOWNHOMES _55x1-'I T-5IT- Meridian Utility Easement Description BASIS OF BEARING for this description is N. 891158'49" E., between a brass cap marking the northwest corner of Section 8 and an aluminum cap marking the N1/4 corner of Section 8, both in T. 3 N., R. 1 E., S.M., Ada County, Idaho. A 29.50-foot utility easement for the City of Meridian, located in the NW 1/4 of Section 8, T 3 N., R. 1 E., S.M., City of Meridian, Ada County, Idaho more particularly described as follows; COMMENCING at a brass cap marking the northwest corner of Section 8; Thence N. 89158'49" E., coincident with the north line of the NW1/4 of said Section 8, a distance of 1491.57 feet; Thence leaving said north line, S. 0129'54"W., 51.89 feet to a 5/8"rebar with cap PLS 11574 on the southerly right of way of E. Fairview Ave. and the POINT OF BEGINNING; Thence S. 89130'25" E., coincident with said southerly right of way, 29.50 feet; Thence S. 0°29'54"W., 379.31 feet to the northerly right of way of Wilson Lane; Thence S. 8905849" W., 29.50 feet to a 5/8" rebar with cap PLS 11574; Thence N. 0°29'54" E., 379.57 feet to the POINT OF BEGINNING. The above described easement contains 0.257 acres or 11,194 square feet more or less. 114 > 7fl��z R\2020t1 EMT020312-2065 E FAIRVIEW BOUNDARY-TOPO-TRADEWINDS\Survey\Draeiinps\Descriptienst120312- Meridian Utility Easement.docx T — — —BASIS OF BEARING— — E. FAIRVIEW AVE. — 6 5 CPF 2020-049766 N 89°5849"E 2652,53' 7 ! 8 PLS 5291 100.05` cl� 1060.91` N114 CORNER SECTION 8 ? CPF 2019-055314 PLS 7880 a a a 0 0 y O S 89030 25"E 100.04' • R/W i POB CITY OF MERIDIAN ;29.50' 70.54' UTILITY EASEMENT otheir I' ` r I all ° W aA ON to 0 0 ti r 11I OF BE NG 29.50'1" 70.4 R/W 9' t S 8905849"W 99.99' — 1 WILSON IN. ILLEGIBLE R/VV R/W K,w NT5 PROJECT: OWNER/DEVELOPER: -- " DWG# 2030 S. WASHINGTON AVE. FAIRVIEW ROW TOWNHOMES TRADEWINDS GENERAL EMMErl, ID 83617 120312-EX UTILITY EASEMENT EXHIBIT CONTRACTING P __ P: (208) 398-8104 .ROJECI# � NWI/4,SECTION 8,T.3 N.,R. 1 E.,am. I 1 r. f—: (208)398-8105 120312 L7IY OF MERIDIAN,ADA COUNTY,IGANO ✓l� T�_/L��l SHEET DATL C1J;'?i1�7 I .cr�rf`,i,ic/,:....7 /_.-- • lNWW..5AW 00THLS.00M ; OF I E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Impressive East Ridge No. 3 Sanitary Sewer and Water Easement No. 1 ADA COUNTY RECORDER Phil McGrane 2022-070615 BOISE IDAHO Pgs=5 VICTORIA BAILEY 08/10/2022 09:13 AM CITY OF MERIDIAN, IDAHO NO FEE ESMT-2022-0179 Impressive East Ridge No. 3 Sanitary Sewer and Water Main Easement No. 1 ,SANITARY SEWER AND WATER MAXI EASEMENT TI-ITS Easement Agreement, made this 9th day of August 2022 between G20 LLC ("Grantor") and the City of Meridian, an Idaho Municipal Corporation{"Grantee"); WHEREAS, the Grantor desires to provide a sanitary sewer and water main right-of way across the premises and property hereinafter particularly bounded and described; and WHEREAS, the sanitary sewer and water is to be provided far 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 sanitary sewer and 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 sanitary sewer and water mains and their allied facilities, together with their maintenance, repair and replacement at the convenience of the Grantee, with the tree 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 of this easement, Sanitary Sewerand WnrerMain Easement REV.0 1/0 112020 TIIE GRANTOR covenants and agrees that Grantor will not place or allow to be placed any permanent structures, trees, brush, or perennial shrubs or flowers within the area described for this easement, which would interfere with the use of said easement, for the purposes stated herein. 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 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 I1e1•Cl111t0 subscribed their signatures the day and year first herein above written. GRANTOR: 4 /\), G20 LLC V V" STATE OF IDAI-10 ) ) ss County of Ada ) This record was acknowledged before me on olbb'Q (date) by Jim Conger (name of individual), [complete the following if signing in a representative capacil}), or strike the following if signing ill an individual capacity] on behalf of G20 LLC (name of entity on behalf of whom record was executed), in the following representative capacity: Member (type of authoritY,,ii ilrar,Agfficer or trustee) .••'�, �� L.4 4a p1TAR Y •S :ngnU13L1C�ro�' Notary Signature •'•�cPj,•:;� No. ���.` My Commission expires: �S'3• Q_Meo • ••. ,,•qT� OF 1�P•'�� Sanitary Sewer and Water Main Easement REV.0 1/0 1/2020 1 i I i 0 GRANTEE: CITY OF MERIDIAN By Brad Hoaglun, Council President -9-2022 Attest by Chris Johnson, City Cleric 8-9-2022 STATI 01' IDAHO, ) SS. County of Ada ) This record was acknowledged before me on 8-9-2022(date)by Brad Hoaglun and Chris Johnson on behalf of the City of Meridian, in then'capacities as Council President and City Cleric, respectively. Notary Signature My Commission Expires: 3-28-2028 Sanitary Sewer and Water Main Easement t2GV.0 t/0 t/2020 EXHIBIT A Sawtooth Land Surveying, LLC P: (208) 398-8104 F: (20(5) 398-8 105 2030 5, Waohincgton Ave., Emmett, ID 63G 17 Sewer and Water Easement No. 1 Description BASIS OF BEARINGS for this description is N. 89059'28"W. between the 5/8" rebar illegible cap marking the E1/16 corner common to Sections 32 and 5, and the brass cap marking the S1/4 corner of Section 32, both in T. 3 N., R. 1 E., B.M., Ada County, Idaho. An easement located in the SW1/4 of the SE1/4 of Section 32, T. 3 N., R. 1 E., B,M., City of Meridian, Ada County, Idaho, more particularly described as follows: COMMENCING at a 5/8" rebar with illegible cap marking the E1/16 corner of said Section 32; Thence N. 39044'36" W., 763.02 feet to the POINT OF BEGINNING; Thence N. 89159'28" W., 30.00 feet; Thence N. 0000'32' E., 152.00 feet to the beginning of a curve to the left with a radius of 27.00 feet; Thence 42.41 feet along the arc of said curve, with a central angle of 90000'00", subtended by a chord bearing N. 44059'28"W., 38.18 feet; Thence N. 89059'28"W., 450.60 feet; Thence N. 0000'32"E., 30.00 feet; Thence S. 89059'28" E., 450.60 feet to the beginning of a curve to the right with a radius of 57.00 feet; Thence 89.54 feet along the arc of said curve, with a central angle of 90000'00", subtended by a chord bearing S. 44059'28" E., 80.61 feet; Thence S. 0000'32" W., 152.00 feet to the POINT OF BEGINNING. The above described easement contains 0.461 acres, more or less. O � 10ENS 11574 7lr�1�2 �'7"of V) JIFF BEAG��`� I P:\2021\1 EMT\121330-EASTRIDGE SUB PH 3\Survey\Drawings\Descriptions\121330 Sw no 1 Legal docx C o ,!;Fa N 0°08'57"E 1344.22' a u o � N 00'0857"E 821.62' _ 150.00' — — — — — — — — — 44Z60'O I y74 Nw I N� I I � I I � I I� I gQ2 b I 30.00' I �, I N N 00000'32"E L Im I �� �tn z N to �o ko C-)e x l ' • m cn ,. U, I� rn I N N o t-jE a cn x o� oo x rn [s7 C W N Q I� I mZE I o' 'd I > 10 to b PRO O cc FFS o�° I o`D 152.00' o (-n N 00000'32"E g S 00°00'32"W 152.00' rn a I 20'£906£N 2 Q Vi m aA NN W arw S. EAGLE RD. PROJECT, OWNERIDEVELOPER. DWG# 2030 S. WASHINGTON AVE. IMPRESSIVE EAST RIDGE SUBDIVSION NO, 3 EMMETT, ID 83617 121330-EX SEWER/WATER EASEMENT NO. 1 EXHIBIT CONGER P: (208) 398-8104 PROJECT# S W114 OF THE SE114 T F: (208) 398-8105 121330 SECTION 32, T. 3 N., R. 1 E.,B.M., ���rOOT SHEET Cm OF MERIDIAN,ADA COUNTY IDAHO DATE: 712022 I Lon�/5un�ericr, L-LG WWW.SAWrOOTHLS.COM 1 OF 1 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Lavender Heights Subdivision No.3 Sanitary Sewer Easement No. 1 ADA COUNTY RECORDER Phil McGrane 2022-070616 BOISE IDAHO Pgs=5 VICTORIA BAILEY 08/10/2022 09:13 AM CITY OF MERIDIAN, IDAHO NO FEE ESMT-2022-0207 Lavender Heights Subdivision No. 3 Sanitary Sewer Easement No. 1 SANITARY SEWER EASEMENT THIS Easement Agreement, made this 9th day of August 20 22 between LH Development, LLC. ("Grantor"), and the City of Meridian, an Idaho Municipal Corporation ("Grantee"); WHEREAS, the Grantor desires to provide a sanitary sewer right-of-way across the premises and property hereinafter particularly bounded and described; and WHEREAS, the sanitary sewer 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 sanitary sewer 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 sanitary sewer 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, it's 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 of this easement. THE GRANTOR covenants and agrees that Grantor will not place or allow to be placed any permanent structures, trees, brush, or perennial shrubs or flowers within the area described for this easement, which would interfere with the use of said easement, for the purposes stated herein. Sanitary Sewer Easement REV. 01/01/2020 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 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. G!`y TO STATE OF IDAHO ) ) ss County of Ada ) This record was acknowledged before me on AZ-14?P*ate) by � / �Cp/ (name of individual), [complete the following ff signinga representative dapachy, or strike the following if signing in an individual capacity] on behalf of d pQ,y�e/t �6 (name of entity on behalf of whom record was executed), in the following representative capacity: A r A�/- (type of authority such as officer or trustee) T (stamp) Notary Signature !l11111// My Commission Expires: 1 I V ,O OpTA A1 S00 _ 11,FrO 11IIOl%`` Sanitary Sewer Easement REV.01/01/2020 GRANTEE: CITY OF MERIDIAN By Brad Hoaglun, Council President 8-9-2022 Attest by Chris Johnson, City Clerk 8-9-2022 STATE OF IDAHO, ) . ss. County of Ada ) This record was acknowledged before me on 8-9-2022 (date) byF Brad Hoaglun and Chris Johnson on behalf of the City of Meridian, in their capacities as Council President and City Clerk respectively. Notary Signature 3-28-2028 My Commission Expires: Sanitary Sewer Easement REV.01/01/2020 Legal Description City of Meridian Sanitary Sewer Easement Lavender Heights Subdivision No. 3 An easement being located in the SE %of the SW%of Section 32, Township 3 North, Range 1 East, 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 the SW '/4 of said Section 32, from which an Aluminum cap monument marking the northwest corner of said SW Y4 bears N 0'32'17" W a distance of 2700.11 feet; Thence S 89057'01" E along the southerly boundary of said SW% a distance of 1331.91 feet to a 5/8 inch iron pin monument marking the southwest corner of the SE % of said SW %; Thence S 89°58'24" E along the southerly boundary of said SE '/4 of the SW % a distance of 220.48 feet to a point; Thence leaving said boundary N 0001'36" E a distance of 1190.95 feet to the POINT OF BEGINNING; Thence N 89°49'51" W a distance of 46.64 feet to a point on a curve; Thence a distance of 38.77 feet along the arc of a 91.50 foot radius non-tangent curve left, said curve having a central angle of 24°16'30" and a long chord bearing N 49°18'34" W a distance of 38.48 feet to a point; Thence S 89°49'51" E a distance 75.89 feet to a point; Thence S 010'09" W a distance of 25.00 feet to the POINT OF BEGINNING. This easement contains 1,479 square feet (0.034 acres) more or less and is subject to any other easements existing or in use. \oN p,L L A A1,9 Clinton W. Hansen, PLS S T 6 GPL Land Solutions, PC /�J " \� n July 27, 2022 1111 0 (z-7 �iiL9TF OF �co TAN W NP Meridian Sewer Easement �-� Lavender Heights Subdivision No.3 Land Surveying and Consulting Job No. 17-55 Page 1 of 1 LAVENDER HEIGHTS SUBDIVISION NO. 3 CITY OF MERIDIAN SANITARY SEWER EASEMENT 1/4 LOCATED IN THE SE 1/4 OF THE SW 1/4 OF SECTION 32, T.3N., R.1E., B.M. 31 32 MERIDIAN, ADA COUNTY, IDAHO — S89'49'S1"E 75_89' o rn - o0 N89'49'51"W ; N I I� POINT OFBIEGINNING 1,479 SF 0.034 ACRES-i- CD sv N1 NE\ Li mlr-_ \1 NZ -j=7-�I i/)/ �NNL LA A1,0 5` G�STFR SAL l N � I 11118 o N���271Z�a = 0' 100' 200' 400' vi �i,�,TTF 0 F 31 32 _ 220.48' E. LAKE HAZEL RD. 1/4 32 6 5 S89'57'01"E 1331.91' W 1/16 S89'58'24"E 1331.96' S CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD L al rl futions C1 38.77' 91.50' 24'16'30" N49'18'34"W 38.48 Land Surveying and Consulting 231 E.5TH ST.,STE.A MERIDIAN,ID 83642 (208)288-2040 (208)288-2557 fax www.landsolutions.biz JOB NO. 17-55 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Final Plat for Outer Banks Subdivision (FP-2022-0014) by JUB Engineers, Generally Located at the Southwest Corner of W. Franklin Rd. and S. Ten Mile Rd. STAFF REPORT C�I w IDIAN -- COMMUNITY DEVELOPMENT DEPARTMENT .►A H O HEARING 8/9/2022 Legend DATE: Project Lacfltar � TO: Mayor&City Council FROM: Sonya Allen,Associate Planner 208-884-5533 00, �s SUBJECT: FP-2022-0014 Outer Banks—FP k LOCATION: Generally located at the southwest corner of W. Franklin Rd. & S. Ten Mile Rd. at 75 S. Ten Mile Rd.,in the NE 1/4 of Section 15,T. 3N.,R.IE. t I. PROJECT DESCRIPTION Final plat consisting of 24 building lots and two(2) common lots on 36.07 acres of land in the R- 40 and C-C zoning districts for Outer Banks subdivision. II.APPLICANT INFORMATION A. Applicant: Wendy Shrief,JUB Engineers—250 S Beechwood Ave, Ste. 201, Boise, ID 83709 B. Owner: 10 Mile Franklin,LLC—837 Jefferson Blvd.,West Sacramento, CA 95691 C. Representative: Same as Applicant III. STAFF ANALYSIS Staff has reviewed the proposed final plat for substantial compliance with the preliminary plat(H- 2021-0063) and associated conditions of approval as required by UDC 11-6B-3C.2. There are the same number of buildable lot and common open space depicted on the proposed final plat as shown on the approved preliminary plat. Therefore, Staff finds the proposed final plat is in substantial compliance with the approved preliminary plat as required. Page 1 IV. DECISION Staff recommends approval of the proposed final plat with the conditions of approval in Section VI of this report. Page 2 V.EXHIBITS A. Preliminary Plat(date: 12/8/2021) PRELIMINARY PLAT FOR { OUTER BANKS SUBDIVISION STATED N THE NORTHEAST QUARTER OF THE NORTMERST U.PMER CIF SECTION 1E, V ov xc T44YHSNIP3NORIHI.P+W+GER Wf6T.691SEnEPo04W .ra.,�,,. 4 w i 5 ELK VENTURES vT --• 2021 g•� w e SHEET LIST TABLE J rx�.ui is ' ____,T Iw-oi Rouww•.,wo raa,ccT.�DR..Tq..1 '� 2 - - _ - Ps-w P�Nwrr seaTR Pun -�•n� .-1 -- a. 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PP-01 Page 3 B. Final Plat(date: 7/18/2022) Plot xw w s' Outer Banks S 9 ubdivision ' Situated in the Northeast Quarter of the �z ynnM se>�roe mz c. Northeast quarter of Section 15, Tow 3 dlan srr Township North,Range 1 West,Boise Meri , _—_—_ _---_—_ — City of Meridian,Ada County.Idaho. aim 2022 ra LB_ _u r-' IV L-------r `-- i I i� 7Cr' " svwa --------- - -------- -- - ------ ------ „xi• " IL I � _____ ____________Z j__- ,_______-i n r I r r S \ :\ -°----- ------- 6 — — M I, r r ---'r r I I� I� I uer/rs rvsa,sox w rxaa.3r a x,/r6 Book etwPaga Iu9 IDAHO SURVEV sn..tp,21°tss� GROUP,LLC Outer Banks Subdivision rrn6 er, --------- ----- _ _ __ __ _ _ k W _'___.,zr..e--f--------------- __—v,m ------------- set--- —6zwtr• ,e s= O s O e" O°xor.rr w J� I--, ®,... , A ig- e,d Q O I I �_,,�3.e, h.,.• F ----- ------- u i t •. �. a j a I I .•.` e,�r a m I I r •n I w � I r r \w ____ _______________ ____________ I A' �,axa •4sy ' I pp6'J-L__eO_______�'9xi. ____O-sn«t a_ eJ g 6 (e?m \ �r �.� Pa Book Page n p IDAHO so' SURVEY Sneet P'sf6 GROUP.LLC Page 4 Outer Banks Subdivision 7.3 @ --------------J- ------------ ------- -------- - ------------ ----------- ---------------- -- 0 IJ Zlz 1.1,7% Al IDAHO SURVEY GROUP,LLC Outer Banks Subdivision IDAHO 2-7-sSURVEY —t a GROUP,LLC Page 5 C. 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Public Art-Conceptual Plan #. ---------------- - - a � r PUBLIC ART CONCEPT ABSTRACT ' � '� -.- ___ _ __ __ 'l MONUMENT SIGN,TYPICAL TWO LOCATIONS IL ` Lu PUBLIC ART CONCEPT ILLUMINATION FUR", RIBHCARTCONCEPL-FORM&TEIRURE PUBLIC ART CONCEPT-MOVEMENT PUBLIC ART CONCEPT-INTERACTIVE OUTER BANKS SUBDIVISION 6amp..p, LIL1� MASTER SITE PLAN-PUBLIC ART LOCATIONS 7100a A MIXED USE COMMUNITY-MERIDIAN,IDAHO 20013 07 x2022 yam smetwuvrmrrE su�3so rrse�nuF.uaseai •ieie�ezrmo m�a.a� Page 10 VI. CITY/AGENCY COMMENTS & CONDITIONS A. Planning Division Site Specific Conditions: I. Applicant shall comply with all previous conditions of approval associated with this development [H-2021-0025 (DA Inst. #2021-132704); H-2021-0063]. 2. The applicant shall obtain the City Engineer's signature on the final plat within two(2)years of approval of the preliminary plat(by January 11, 2024); or,a time extension may be requested. 3. Prior to submittal for the City Engineer's signature,have 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, shall be revised as follows: a. Note#5: Include W. Cobalt Dr. in the note. b. Graphically depict all street buffers in a common lot or on a permanent dedicated buffer with a note stating they shall be maintained by the property owner or business owners' association, as set forth in UDC 11-3B-7C2b. Required street buffers are as follows: minimum 25 feet wide along W. Franklin Rd., an arterial street; minimum 35 feet wide along S. Ten Mile Rd., an entryway corridor; and minimum 20 feet wide along W. Cobalt Dr., a collector street. Street buffers are measured from the back of sidewalk where attached sidewalks are provided and from the back of curb where detached sidewalks are provided per UDC 11-3B-7C la. c. The street section for Cobalt Dr. shall include(2) 11-foot wide travel lanes, 6-foot wide bike lanes, 8-foot wide parallel parking,curb, gutter, 8-foot wide planter strips(i.e. tree lawn/parkway)and detached 6-foot wide sidewalks consistent with Street Section D in the TMISAP(see Pg. 3-21). Parallel parking shall be located to the west of the horizontal curve for Cobalt Dr. and be located beyond the sight distance required for the access proposed on Cobalt Dr. as required by ACHD. Submit street section that demonstrates compliance with this condition. An electronic copy of the revised plat shall be submitted with the final plat for City Engineer signature. 5. The landscape plan shown in Section V.C, dated 4/14/22, shall be revised as follows: a. Include shrubs, along with the trees and lawn or other vegetative groundcover,within the required street buffers as set forth in UDC 11-3B-7C. The minimum required street buffer widths are as stated above in condition#4b (additional width may be provided);the correct buffer widths should be depicted in the Landscape Calculations tables. b. Depict&dimension a minimum 8-foot wide tree lawn along S. Ten Mile Rd. and W. Franklin Rd. and pedestrian-scale street lights consistent with Street Sections A and B in the TMISAP (see pg. 3-22). Include a detail of the proposed pedestrian lighting.Clearly depict the location of curb and sidewalk on the plans. c. Depict&dimension a minimum 8-foot wide tree lawn along W. Cobalt Dr. with street lights in the dry utilities corridor on either side of the street consistent with Street Section D in the TMISAP (see pg. 3-23). Clearly depict the location of curb and sidewalk on the plans. Page l l d. Depict&dimension a minimum 6-foot wide detached sidewalk within the street buffer along S. Ten Mile Rd. consistent with Street Section A in the TMISAP (see pg. 3-20). A 10-foot wide pathway is preferred based on ACHD's adopted Livable Streets Performance Measures but not required. An electronic copy of the revised plan shall be submitted with the final plat for City Engineer signature. 6. The subject property shall be subdivided prior to issuance of the first Certificate of Occupancy for the development as set forth in the Development Agreement(Inst. #2021- 132704,provision#5.1d). 7. The entirety of Cobalt Dr. from the east to the west property boundary, on-site and off-site, shall be constructed prior to or with the first phase of development in accord with the specifications noted herein. 8. All development shall comply with the dimensional standards for the R-40 and C-C zoning districts listed in UDC Tables 11-2A-8 and 11-2B-3, respectively. In the case where a wider easement exists, a greater setback may be required. 9. All ditches are required to be piped in accord with UDC I I-3A-6A unless waived by City Council or used as a water amenity or linear open space. City Council approved a waiver to UDC 11-3A-6B.3 to allow certain sections of the Kennedy Lateral to remain open as approved with the preliminary plat. 10. A Certificate of Zoning Compliance and Design Review application shall be submitted for each structure(or group of structures if desired)and approved prior to submittal of application(s)for building permits. The plans submitted shall comply with the design elements of the Ten Mile Interchange Specific Area Plan(TMISAP) and the design standards in the Architectural Standards Manual(see the Application of Design Elements matrix on pg. 3-49 of the Plan)as required by the Development Agreement. The commercial portion of the development should incorporate similar design elements, colors and materials as the residential portion of the development. 11. Public art shall be provided within the development in accord with the plan in Section V.D, consistent with the Development Agreement and the TMISAP (pg. 3-49). 12. 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 Site Specific Conditions: 1. Easements are not showing up on sheet C-013 in the pdf. Ensure that all required easements are provided. 2. A streetlight plan will be required. Streetlights along Cobalt Dr are required. 3. End of the line requires minimum of 0.6% slope. Sheet C-209 and C-212 should be adjusted accordingly. Flow is committed. General Conditions: 4. Sanitary sewer service to this development is available via extension of existing mains adjacent to the development. The applicant shall install mains to and through this subdivision; applicant shall coordinate main size and routing with the Public Works Department, and execute standard forms of easements for any mains that are required to provide service. Page 12 Minimum cover over sewer mains is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. 5. Water service to this site is available via extension of existing mains adjacent to the development. The applicant shall be responsible to install water mains to and through this development, coordinate main size and routing with Public Works. 6. All improvements related to public life, safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer,an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. 7. Upon installation of the landscaping and prior to inspection by Planning Department staff,the applicant shall provide a written certificate of completion as set forth in UDC 11-3B-14A. 8. A letter of credit or cash surety in the amount of 110%will be required for all incomplete fencing,landscaping, amenities,pressurized irrigation,prior to signature on the final plat. 9. The City of Meridian requires that the owner post with the City a performance surety in the amount of 125%of the total construction cost for all incomplete sewer,water infrastructure prior to final plat signature. This surety will be verified by a line item cost estimate provided by the owner to the City. The applicant shall be required to enter into a Development Surety Agreement with the City of Meridian. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety,which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 10. The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20%of the total construction cost for all completed sewer, and water infrastructure for a duration of two years. This surety amount will be verified by a line item final cost invoicing provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond.Applicant must file an application for surety,which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 11. In the event that an applicant and/or owner cannot complete non-life,non-safety and non- health improvements,prior to City Engineer signature on the final plat and/or prior to occupancy, a surety agreement may be approved as set forth in UDC 11-5C-3C. 12. Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process,prior to the issuance of a plan approval letter. 13. It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. 14. Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. 15. Developer shall coordinate mailbox locations with the Meridian Post Office. 16. All grading of the site shall be performed in conformance with MCC 11-1-4B. 17. Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill,where footing would sit atop fill material. 18. The engineer shall be required to certify that the street centerline elevations are set a Page 13 minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. 19. The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACHD. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans. This certification will be required before a certificate of occupancy is issued for any structures within the project. 20. At the completion of the project,the applicant shall be responsible to submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the project. 21. Street light plan requirements are listed in section 6-7 of the Improvement Standards for Street Lighting(http://www.meridiancity.org/public_works.aspx?id=272). All street lights shall be installed at developer's expense. Final design shall be submitted as part of the development plan set for approval,which must include the location of any existing street lights. The contractor's work and materials shall conform to the ISPWC and the City of Meridian Supplemental Specifications to the ISPWC. Contact the City of Meridian Transportation and Utility Coordinator at 898-5500 for information on the locations of existing street lighting. 22. The applicant shall provide easement(s) for all public water/sewer mains outside of public right of way(include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility, or 30-feet wide for two. The easements shall not be dedicated via the plat,but rather dedicated outside the plat process using the City of Meridian's standard forms. The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement(on the form available from Public Works),a legal description prepared by an Idaho Licensed Professional Land Surveyor,which must include the area of the easement(marked EXHIBIT A)and an 81/2"x 11"map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted,reviewed, and approved prior to signature of the final plat by the City Engineer. 23. Applicant shall be responsible for application and compliance with and NPDES permitting that may be required by the Environmental Protection Agency. 24. Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so,how they will continue to be used, or provide record of their abandonment. 25. Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact the Central District Health Department for abandonment procedures and inspections. 26. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 9-1-28.C.1). 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 development plan approval. Page 14 27. All irrigation ditches, canals, laterals,or drains, exclusive of natural waterways,intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42- 1207 and any other applicable law or regulation. Page 15 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Final Order for Briar Ridge No. 1 by Kent Brown Planning Services, Located on the West side of S. Meridian Rd., between W. Lake Hazel Rd. and W. Amity Rd., near the mid- mile point BEFORE THE MERIDIAN CITY COUNCIL HEARING DATE: JULY 19, 2022 ORDER APPROVAL DATE: AUGUST 9, 2022 IN THE MATTER OF THE ) REQUEST FOR FINAL PLAT ) CONSISTING OF 59 BUILDING ) CASE NO. FP-2022-0011 LOTS AND 15 COMMON LOTS ON ) 14.14 ACRES OF LAND IN THE TN- ) ORDER OF CONDITIONAL R ZONING DISTRICT FOR BRIAR ) APPROVAL OF FINAL PLAT RIDGE SUBDIVISION NO. 1. ) BY: KENT BROWN PLANNING ) APPLICANT ) This matter coming before the City Council on July 19, 2022 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 BRIAR RIDGE SUBDIVISION NO. 1, LOCATED IN THE NE '/4 OF THE SE '/4 AND THE SE '/4 OF THE NE 1/4 OF SECTION 36, TOWNSHIP 3N, RANGE 1 W, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, 2022, HANDWRITTEN DATE: 2/25/2022, by CODY ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Briar Ridge Subdivision No. 1 —FILE#FP-2022-0011) Page 1 of 3 McCAMMON, PLS, SHEET 1 OF 5," 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 July 19, 2022, 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. 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 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Briar Ridge Subdivision No. 1 —FILE#FP-2022-0011) Page 2 of 3 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 9th day of August , 2022 By: Robert Simison - - 2022 Mayor, City of Meridian By Brad Hoaglun, Council President Attest: Chris Johnson 8-9-2022 City Clerk Copy served upon the Applicant,Planning and Development Services Divisions of the Community Development Department and City Attorney. By: Dated: 8-9-2022 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Briar Ridge Subdivision No. 1 —FILE#FP-2022-0011) Page 3 of 3 EXHIBIT A STAFF REPORT E COMMUNITY N -- COMMUNITY DEVELOPMENT DEPARTMENT HEARING 7/19/2022 Legend DATE: 4 Project Location RUT R_q i TO: Mayor&City Council RUT®Ry8 Rl FROM: Joseph Dodson,Associate Planner RUT R-4 RB R-8 R-4 208-884-5533 R-12 RUT R-q R-2 A R-8 SUBJECT: FP-2022-0011 RJt 6 R. -R-12 Briar Ridge No. 1 Subdivision LOCATION: The site is located on the west side of R-8 R-15 Meridian Road between W. Lake Hazel R-6 R. RUT Road and W. Amity Road, directly south RUT R-4 of the mid-mile point,in the NE '/a of the RR SE '/4 of Section 36,Township 3N., R-4 Range 1 W. I. PROJECT DESCRIPTION Final Plat request for 59 single-family residential building lots(24 townhome lots and 35 detached single-family lots)and 15 common lots on 14.14 acres of land in the TN-R zoning district,by Kent Brown Planning. II. APPLICANT INFORMATION A. Applicant/Owner: Corey Barton,Endurance Holdings LLC— 1977 E. Overland Road,Meridian,ID 83642 B. Representative: Kent Brown,Kent Brown Planning Services—3161 E. Springwood Drive,Meridian, ID 83642 III. STAFF ANALYSIS Staff has reviewed the proposed final plat for substantial compliance with the preliminary plat as required by UDC 11-6B-3C.2. The submitted plat includes the same number of buildable lots and open space as approved with the preliminary plat and conforms to the approved phasing plan. Furthermore,the submitted final plat application contains the necessary documents to satisfy preliminary plat conditions of approval. Staff finds the proposed final plat is in substantial compliance with the approved preliminary plat as required. Page 1 IV. DECISION A. Staff: Staff recommends approval of the proposed final plat with the conditions of approval in Section VI of this report. Page 2 V. EXHIBITS A. Preliminary Plat(date: 9/3/2021) CD 7 c>OE �? 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Landscape Plans(date: 12/20/2021) IT I - 3) 7- Lr r - a j S.-MERIDIAN RD. (STATE HWY 69) - z - 0 Dx �A r ❑�A T ii,F �z ��D 4 �➢� ps x� oop - zoAr' � ...ems ,s' w �. I " v Page 8 -- « — ia� II IIIf; Ig I — \ __ � sew e`7• � � � I3A � ,I � — --- +. I II — - - .I MATCMl1E L ' MATpiINE L2 "Y MAP PL _ENT SGHEGULE NOTES _ I �a'�„-. fr MATCHLNE L MATCHL I •m '��r_. W r _ m —_ W AVENTIJRINE ST. - C r - - ��,i..• VENFHR�ST. } — 7 T {;r II i� I I � I ICI III III Arc MNE Lz I� III II 'MATCHLINE L8 KEV MAP PLANT SGHE�ULE NOTES OWEI,11 n§.Inc Page 9 PF L�,.EANT�SGHEOULE MATCHLIff L2 MATCHLW L2 MATGHLI Uh JIB I � l rI CHLfE L3 � '�- Y I � f --. �w-- z �. I •d, I�Tz III�r , W—RGKN CRYSTAL ST � k NOTCS /I a — r — KEY MAP W.HOWLITE ST. �_ •' "" zE I I _ '.••' ". i a o c.i W i PLAN'SO+1_DJLE N r - NOTE „cs E�xa ,«,",� ..���N LJ T ILN.T VE,` AY. °_ LAhAS 4FE IHE O.-Inn6,lnc. �a 25, PNfY'AF-ICJ. P,.,.. '. JEN EHIELlB �Nr Page 10 D. Emergency Access Exhibit EMERGENCY ACCESS EXHIBIT FOR BRIAR RIDGE SUBDIVISION NO. i A POWIM OF PM 1 4= lt4 OF NBCD 1f 36 will 1 3 Room 1 Im B00�1®fAlf ADA COMM MOD 803i I J s I % 0. ° D I m •�0� DS I • 1 EP i V D .z z N H 0 WLI TE S T., a, ;;a � o 26*-0" w- 13'-0" 13'-0" wa a SLOPE 2.00% SLOPE 2.00% 6 OF-3/4" C CRUSHED GRAVEL 2" ASPHALT 'L PAVEMENT COMPACTED SUBGRADE COMMON DRIVEWAY APPROACH SECTION NOT TO SCALE 6P 30 0 15 30 60 alley Engineering, Inc. SCALE IN FEET CIVIL ENGINEERING I PLANNING I CADD 11=301 1119 E.STATE ST,SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 FAX 208-938-0516 Page 11 VI. CITY/AGENCY COMMENTS & CONDITIONS A. Planning Division Site Specific Conditions: 1. Applicant shall comply with all previous conditions of approval associated with this development: H-2021-0056 (AZ, RZ, &PP); H-2021-0091 (DA Modification);A-2022-0068 (DES). 2. The applicant shall obtain the City Engineer's signature on the final plat by September 28, 2023,within two(2)years of the date of approval of the preliminary plat findings(September 28,2021), in accord with UDC I I-6B-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,have the Certificate of Owners and the accompanying acknowledgement signed and notarized. 4. The final plat shown in Section V.B,prepared by Bailey Engineering,Inc., stamped on 02/25/22 by Cody M. McCammon, is approved with the following conditions to be completed at the time of Final Plat Signature submittal: a. Note#10: Include recorded instrument number. b. Note#11: Include recorded instrument number. c. Note#12: Include recorded instrument number. d. Add a plat note stating"Development is subject to all provisions contained within the recorded Development Agreement(DA Inst. #2021-161803). e. Add a plat note regarding the recorded Meridian Pathway Easement and note the encumbered common lot(s). 5. The Landscape Plan shown in Section V.0 prepared by Bailey Engineering, Inc., dated 12/20/2021, is approved as submitted. 6. Prior to City Engineer signature on this final plat,revise the Emergency Access Exhibit (Exhibit V.D)to include enough bollards to keep the public from utilizing this access (exhibit appears to show two (2)bollards alongside the access drive but none preventing the public from utilizing access). 7. Future single-family attached and townhome units constructed in this phase shall comply with the elevations approved in the Administrative Design Review(A-2022-0068)with materials and architectural features to be the same or higher quality as shown in the elevations. 8. 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, Sue Prescott, at 887-1620 for more information. 9. Prior to submittal for City Engineer signature on this final plat,the applicant shall submit a public access easement for the multi-use pathway along Meridian Road/SH 69. Submit easements to the Planning Division for Council approval and subsequent recordation. The easements shall be a minimum of 14' wide(10' pathway+2' shoulder each side).Use standard City template for public access easement. Easement checklist must accompany all easement submittals. Coordinate with Kim Warren from the City of Meridian Parks Department. Page 12 10. 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 SITE SPECIFIC CONDITIONS: 1. Water will be brought to the intersection of Meridian Rd and E Quartz Creek St as part of the Shafer View Terrace subdivision. Currently water is not available at the intersection. 2. Slope for 12 inch main must be 0.28%.No more,no less. 3. A streetlight plan must be provided conforming to the City of Meridian's standards and specifications. Type I streetlights along Meridian Road and Type II streetlights within the subdivision. Coordinate with the City of Meridian's Transportation and Utilities Coordinator for streetlight location assistance. GENERAL CONDITIONS: 1. Sanitary sewer service to this development is available via extension of existing mains adjacent to the development. The applicant shall install mains to and through this subdivision; applicant shall coordinate main size and routing with the Public Works Department, and execute standard forms of easements for any mains that are required to provide service. Minimum cover over sewer mains is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. 2. Water service to this site is available via extension of existing mains adjacent to the development. The applicant shall be responsible to install water mains to and through this development, coordinate main size and routing with Public Works. 3. All improvements related to public life, safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer, an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. 4. Upon installation of the landscaping and prior to inspection by Planning Department staff, the applicant shall provide a written certificate of completion as set forth in UDC 11-3B-14A. 5. A letter of credit or cash surety in the amount of 110%will be required for all incomplete fencing, landscaping, amenities,pressurized irrigation,prior to signature on the final plat. 6. The City of Meridian requires that the owner post with the City a performance surety in the amount of 125% of the total construction cost for all incomplete sewer, water infrastructure prior to final plat signature. This surety will be verified by a line item cost estimate provided by the owner to the City. The applicant shall be required to enter into a Development Surety Agreement with the City of Meridian. The surety can be posted in the form of an irrevocable letter of credit,cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 7. The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20% of the total construction cost for all completed sewer, and water infrastructure for a duration of two years.This surety amount will be verified by a line item final cost invoicing provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety, which can be found on the Page 13 Community Development Department website. Please contact Land Development Service for more information at 887-2211. 8. In the event that an applicant and/or owner cannot complete non-life, non-safety and non-health improvements,prior to City Engineer signature on the final plat and/or prior to occupancy,a surety agreement may be approved as set forth in UDC 11-5C-3C. 9. Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process, prior to the issuance of a plan approval letter. 10. It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. 11. Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. 12. Developer shall coordinate mailbox locations with the Meridian Post Office. 13. All grading of the site shall be performed in conformance with MCC 11-I 4B. 14. Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill,where footing would sit atop fill material. 15. The engineer shall be required to certify that the street centerline elevations are set a minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. 16. The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACHD. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans.This certification will be required 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 submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the project. 18. Street light plan requirements are listed in section 6-7 of the Improvement Standards for Street Lighting (http://www.meridiancity.org/public_works.aspx?id=272). All street lights shall be installed at developer's expense. Final design shall be submitted as part of the development plan set for approval, which must include the location of any existing street lights. The contractor's work and materials shall conform to the ISPWC and the City of Meridian Supplemental Specifications to the ISPWC. Contact the City of Meridian Transportation and Utility Coordinator at 898-5500 for information on the locations of existing street lighting. 19. The applicant shall provide easement(s)for all public water/sewer mains outside of public right of way (include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility,or 30-feet wide for two. The easements shall not be dedicated via the plat,but rather dedicated outside the plat process using the City of Meridian's standard forms. The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement (on the form available from Public Works),a legal description prepared by an Idaho Licensed Professional Land Surveyor,which must include the area of the easement(marked EXHIBIT A)and an 81/2"x 11" map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted,reviewed,and approved prior to signature of the final plat by the City Engineer. Page 14 20. Applicant shall be responsible for application and compliance with and NPDES permitting that may be required by the Environmental Protection Agency. 21. Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so, how they will continue to be used, or provide record of their abandonment. 22. Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact the Central District Health Department for abandonment procedures and inspections. 23. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 9-1-28.C.1). 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 development plan approval. 24. All irrigation ditches, canals, laterals, or drains, exclusive of natural waterways, intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42-1207 and any other applicable law or regulation. Page 15 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Final Order for Oaks North No. 12 (FP-2022-0019) by Toll Southwest LLC, Located at W. Burnt Sage Dr. (Parcel Number SO428325460) BEFORE THE MERIDIAN CITY COUNCIL HEARING DATE: JULY 19, 2022 ORDER APPROVAL DATE: AUGUST 9, 2022 IN THE MATTER OF THE ) REQUEST FOR FINAL PLAT ) CONSISTING OF 83 BUILDING ) CASE NO. FP-2022-0019 LOTS AND 16 COMMON LOTS ON ) 23.4 ACRES OF LAND IN THE R-8 ) ORDER OF CONDITIONAL & R-4 ZONING DISTRICTS FOR ) APPROVAL OF FINAL PLAT OAKS NORTH SUBDIVISION NO. ) 12. ) BY: TOLL SOUTHWEST,LLC ) APPLICANT ) This matter coming before the City Council on July 19, 2022 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 THE OAKS NORTH SUBDIVISION NO. 12, LOCATED IN THE N '/2 OF THE SW '/4 OF SECTION 28, TOWNSHIP 4N, RANGE 1 W, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, 2022, HANDWRITTEN DATE: 04/07/2022, by CLINTON W. HANSEN, PLS, ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Oaks North Subdivision No. 12—FILE#FP-2022-0019) Page 1 of 3 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 July 19, 2022, 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. 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 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Oaks North Subdivision No. 12—FILE#FP-2022-0019) Page 2 of 3 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 9th day of August , 2022. By: Robert E. Simison 8-9-2022 Mayor, City of Meridian By Brad Hoaglun, Council President Attest: Chris Johnson 8-9-2022 City Clerk Copy served upon the Applicant,Planning and Development Services Divisions of the Community Development Department and City Attorney. By: Dated: 8-9-2022 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(Oaks North Subdivision No. 12—FILE#FP-2022-0019) Page 3 of 3 EXHIBIT A STAFF REPORT E COMMUNITY N -- COMMUNITY DEVELOPMENT DEPARTMENT HEARING 7/19/2022 R. Legend DATE: L 0 Project Lflcfltar TO: Mayor&City Council FROM: Joseph Dodson,Associate Planner RUT R=4_R-4 R-_ 208-884-5533 R-8 R- R= SUBJECT: FP-2022-0019 • Oaks North No. 12 R-1 R-1 LOCATION: Generally located '/z mile north of the half-mile mark of W. McMillan Road T between McDermott Road and Black Cat U Road,in the NW 1/4 of the SW 1/4 of 4 R-8 Section 28,TAN.,R.1W. R_4 RUT I. PROJECT DESCRIPTION Final Plat consisting of 83 single-family detached building lots and 16 common on approximately 23.4 acres of land in the R-8 &R-4 zoning district,by Toll Southwest,LLC. II. APPLICANT INFORMATION A. Applicant/Owner: Toll Southwest,LLC—3101 W. Sheryl Drive, Suite 100,Meridian, ID 83642 B. Representative: Kyle Prewett,Toll Brothers—3103 W. Sheryl Drive, Suite 100,Meridian,ID 83642 III. STAFF ANALYSIS Staff has reviewed the proposed final plat for substantial compliance with the preliminary plat as required by UDC 11-6B-3C.2. This is the twelfth phase of development of the Oaks North Subdivision. The submitted final plat shows five(5)more buildable lots than were approved in the preliminary plat for this area of the site because these additional lots represent the five(5) lots that were lost in previous phases of development.Further,the Applicant received Rezone approval(H-2022-0010)to rezone a portion of this phase from the R-4 to the R-8 zoning district to accommodate these additional lots.The Applicant is proposing open space in excess of the area approved in the preliminary plat and is proposing a splash pad amenity in this phase consistent with the Rezone approvals. Staff finds the proposed final plat is in substantial compliance with the approved preliminary plat and recent Rezone,as required. Page 1 IV. DECISION A. Staff- Staff recommends approval of the proposed final plat with the conditions of approval in Section VI of this report. V. EXHIBITS A. Preliminary Plat(date: 8/6/2013) 5 I I a'F Area of Phase 12 RUT Rai UT RUT — ------------_ �_ I POT •I a I i @ g�€I� R-8' - I IT I r�.r sr� pis 4% L �ri-�Tn�rrr 7� FPqI HPRE� Page 2 B. Final Plat(date: 4/7/2022) THE OAKS NORTH SUBDIVISION NO. 12 BOOK_,PAGE_ LOCATED IN THEN 1/2 OF THE SW 114 OF SECTION 28,TAN.,RAW.,B.M. CITY OF MERIDIAN,ADA COUNTY,IDAHO 2022 uNMRREO UNRASFD PFR£cNH HNNxIs s]Hpnscx -- aua ae PA[ES maamzl ,..°. 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ALRVEYTIELINE FLAE-b OAR.OR AS TI INF ® FOUNV`.2"RC]N WITH FL611118 SQIINGPRY INF 1 M1: ATIaN ILIluTluiv_PHEssuaE'I WIL Ohl c T.PLS ttt A --.---- AAOLUi fXiA Vgf;E FA9EMEM LINE131, , Ay asL A SCC NOTC51 62 ®(1�e Lrn xurtlxEre INr El'.sSEUMSET0RI ASEEN _______ " .NI "ANHM___nLPO E 1.41111= u wrw nm L NE PFRIV VTRU10— d_FV 'eP we �o SURVEY NARRATIVE An WArere1U4'1 RIT ILwe As Nord `Toll Brothers La-n__,q__S�jblutlons _ _ SGlE:1"=100' AnsRlusLuxuxr xoxs HUlLosR �J Lentl Surveyllg antl CamuMing n eeuauenmennurvnorrr ron Tacausnolalorv®,wm ner+Eon uw,e.e uw �^''°"u°I`uSHEET I DF4 Page 3 THE OAKS NORTH SUBDIVISION NO. 12 ROCK PAGE PEPELRIN IiJGHIS W WINAg1 � wal i ne- -ivl BMN fi&PA[FS l(4fi-]021 °�P rva Wyse"t; Xfi914'fi5•f VDV46Y ` NOTES 'go-o'°� zn a• asr__ �_ N. uxvuTrtn cwDE THE HE III LOT I.IE HAII-1 Na= ss GIsI' 3 Ewv D IF FFFT _ EAR LCT L� n CDARN �I LrWI.TF.APF MLA oMD e _ w cLwuw sT. xaaSWla'x sPxl r „ �� nm Arwnar �. ssENEMEVTc T.1�TLEF N n as r-�TN 1eT�nT `'Hr wKTrTo , $ a Lero0 y } � O „� �a. 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Eo.21T CUPVE k L=NGT RAUIIIS GELTA 3EARING LHOiM LJ14E B LENG H RA—GELTA I TH I 111L11111,T 11111= _ H NO °T,fP CWN1'.IGAHC. - - - Xk�Rtle•[ - - LEE ZN TLE, qvm Y'1� su®E¢IEVTL.AMENDED LIPW 6]O,W ID1TEE fi11— YH'IYN1 N 6]6^W F "V 5 i£ nu G4 y�y�y PLs NI y IP - r.l A Cy rp OF N� LION W Hp x�lltt40Trr W' `Toll Brothers Lan olutions wnexLcw°Luaun�none aMlLoen Lend Surveynx eM CansuXinx rz�m�ee eon "wTa'�SHEET 2 DF4 Page 4 C. Landscape Plans(revision date: 6/20/2022) _Lj �AK S OF�T�i 1 1 FLATIjRE OAKS OORTHPWASE OAKS NORTH 77YHl, - - J' PHASE 12 bAKS p0�t-.T ! Pt-Me 11 -OA ;1 FIAT 6 lEras�i�sFara � — OAKS NORTH��� - ;�� i _.•. P�iASE 10 ! �� PHAS�%� OAKS.,NJ I I � �� z o�s�TT 0 RT�aHA8 �� Cr ❑ Cr Z OAKS NO O Q a ��pp II1 FUTURE � I a \:' Y OAKWIND - AIt3 NOR H Q ESTATES 'u'.T i 1 �II III II L Ir 7 l� T KS RT P� 1 i NOTES 1 PH Ste ! 0 r� T L1� W.MCMILLAN ROAD LANoscAPe PLAN oi:vr:i:�Ni¢ii ® L1.0 Page 5 ?47 W,r 71�M 17�, &kp�:7_- F- �jl C)0 0 z 0 LL . ...... ... L1.1 A- 0 o w m L TCH r7J.3 z 0 V. Lu zi 0 NOTES KEY MAPPLAN Page 6 y �,- IyyyMATCHLNE L1Lt9.2 T IMATGr-E I f-l "l-I NJNE T �It 1 All I � J � - � .a ill.. _ •./ �& • � ";�' sue' r a O o w � z Z 5 Y d Q 4 O Z LL PLA NT 5GH1�L�E NOTES KEY MAP LA pD ANAPE uu�.te - ]FFEA EA �JWE .....me. L1.3 IY, =1i 1NasEN"�'arFaa'�Ma w O w i Z Nt Y r1 a, v:t Q a 0 Z KEY MAP PLAN ANDSCAPE �111 w91 L1.4 Page 7 I-L-A'47 5CHF::;ULr: T Z NOTE 5, z 0 rr Q H--I AK---FFR -ANUIBOAFE SALLU-A-ON5 06 2-Ili -L L--n-- Page 8 D. Common Drive Exhibit(Lot 9,Block 33): THE OAKS NORTH SUBDIVISION NO. 12 COMMON DRIVEWAY LOT EXHIBIT JUNE 30,2022-Meridian,Idaho LEGEND SETBACK �J RICHT OF WAY NOT A PROPERTY LINE PART FENCE • • • A SOUND WALL T— 4'FI a'pl 4"PI 4"PI BLOCK 33 + cou m 1DT 1 D t 12 I POEM T Y.a oulraaTT If wsean cures I �as I.nx — I t5'A3NALilG PAYENPII-1 I/Y NIx PG s9-za 13 4'Of 3{P NINVS CIdl91Ere LRA44 T RUN B TOP AreA51YI CIEll 499 6 P0.Y CCNP [RWE 95S CF COMMON DRIVEWAYNRrreFN51 TYPICALtt DE9BTAIL NTS NreIAwAr I \ KEYNOTES cKINEwnr $ / 3 I 2 OI 20'W1DE CONCRETE DRIVEWAY APPROACH PER ISPWC II` / SD-701C ACHD SUPPLEMENT,CONCRETE SIDEWALK ADJACENT TO DRIVEWAY APPROACH SHALL BE 6 THICK, PROPOSED - IaI e'w O2 2'WIDE CONCRETE RIBBON CURB PER ISPWC SD-703; SHRUBS(TYR) {I(SNOW CURRANT ST MATCH CROSS SLOPE of DRIVEWAY, M'WIDE ASPHALT COMMON DRIVE(SEE DETAIL) 2 0 BLOCK 33 'I I �WJt'r o r r— - FEE TT 1m I 30W 0 15 30 q W w 27 BLOCK 32 GRAPHIC SCALE 1 inch=30ft. `roll Brothers AMERICA'S LUXURY HOME BUILDER' Page 9 VI. CITY/AGENCY COMMENTS & CONDITIONS A. Planning Division Site Specific Conditions: 1. Applicant shall comply with all previous conditions of approval associated with this development(AZ-13-008,RZ-13-015,DA Inst.No. 114030972; PP-13-014; and H-2022- 0010). 2. The applicant shall obtain the City Engineer's signature on the final plat within two(2)years of the City Engineer's signature on the previous phase final plat, in accord with UDC 11-6B- 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,have the Certificate of Owners and the accompanying acknowledgement signed and notarized. 4. The final plat shown in Section V.B prepared by Land Solutions, stamped on April 7,2022 by Clinton W. Hansen, is approved with the following revisions: a. Note#12: Include recorded instrument number. 5. The landscape plan shown in Section V.0 prepared by Jensen Belts Associates, dated June 20, 2022, is approved as submitted. 6. Future homes constructed in this phase shall comply with the elevations included in the development agreement (Oaks North and South Subdivision — Inst. No. 114030972) with materials and architectural features to be the same or higher quality as shown in the elevations. 7. Prior to the issuance of any new building permit,the property shall be subdivided in accordance with the UDC. 8. 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, Sue Prescott, at 887-1620 for more information. 9. Prior to submittal for City Engineer signature on this final plat,the applicant shall submit any relevant public access easement(s)for the multi-use pathway on Lot 10,Block 12 and Lot 20, Block 28. Submit easements to the Planning Division for Council approval and subsequent recordation. The easements shall be a minimum of 14' wide (10' pathway+2' shoulder each side). Use standard City template for public access easement. Easement checklist must accompany all easement submittals. Coordinate with Kim Warren from the City of Meridian Parks Department. 10. Staffs 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 Site Specific Conditions: 1. Property is subject to the Oaks Lift Station and Pressure Sewer Reimbursement Agreement. 2. Ensure no permanent structures(trees,bushes,buildings,carports,trash receptacle walls, fences,infiltration trenches,light poles, etc.)are built within the utility easement. 3. Manhole SSMH 12.24 at the NW corner of the site is not needed. Have sewer line end at SSMH 12.23. Page 10 4. For the common driveway located at the NW corner of the site provide a sewer easement that is the full width of the common drive due to the depth of the sewer line.No trees shall be present within this easement but shrubs are allowed;proposed fencing located over easement area should be constructed in such a way to minimize the length of fencing affected should the sewer main require access. General Conditions: 1. Sanitary sewer service to this development is available via extension of existing mains adjacent to the development. The applicant shall install mains to and through this subdivision;applicant shall coordinate main size and routing with the Public Works Department,and execute standard forms of easements for any mains that are required to provide service. Minimum cover over sewer mains is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. 2. Water service to this site is available via extension of existing mains adjacent to the development. The applicant shall be responsible to install water mains to and through this development, coordinate main size and routing with Public Works. 3. All improvements related to public life,safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer, an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. 4. Upon installation of the landscaping and prior to inspection by Planning Department staff,the applicant shall provide a written certificate of completion as set forth in UDC 11-3B-14A. 5. A letter of credit or cash surety in the amount of 110% will be required for all incomplete fencing, landscaping, amenities,pressurized irrigation,prior to signature on the final plat. 6. The City of Meridian requires that the owner post with the City a performance surety in the amount of 125% of the total construction cost for all incomplete sewer, water infrastructure prior to final plat signature. This surety will be verified by a line item cost estimate provided by the owner to the City. The applicant shall be required to enter into a Development Surety Agreement with the City of Meridian. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 7. The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20% of the total construction cost for all completed sewer, and water infrastructure for a duration of two years. This surety amount will be verified by a line item final cost invoicing provided by the owner to the City.The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 8. In the event that an applicant and/or owner cannot complete non-life,non-safety and non-health improvements, prior to City Engineer signature on the final plat and/or prior to occupancy, a surety agreement may be approved as set forth in UDC 11-5C-3C. 9. Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process, prior to the issuance of a plan approval letter. Page 11 10. It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. 11. Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. 12. Developer shall coordinate mailbox locations with the Meridian Post Office. 13. All grading of the site shall be performed in conformance with MCC 11-1-413. 14. Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill,where footing would sit atop fill material. 15. The engineer shall be required to certify that the street centerline elevations are set a minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. 16. The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACED. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans. This certification will be required 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 submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the project. 18. Street light plan requirements are listed in section 6-7 of the Improvement Standards for Street Lighting (http://www.meridiancity.org/public_works.aspx?id=272). All street lights shall be installed at developer's expense. Final design shall be submitted as part of the development plan set for approval, which must include the location of any existing street lights. The contractor's work and materials shall conform to the ISPWC and the City of Meridian Supplemental Specifications to the ISPWC. Contact the City of Meridian Transportation and Utility Coordinator at 898-5500 for information on the locations of existing street lighting. 19. The applicant shall provide easement(s)for all public water/sewer mains outside of public right of way(include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility, or 30-feet wide for two. The easements shall not be dedicated via the plat, but rather dedicated outside the plat process using the City of Meridian's standard forms. The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement(on the form available from Public Works), a legal description prepared by an Idaho Licensed Professional Land Surveyor, which must include the area of the easement (marked EXHIBIT A) and an 81/2" x I I" map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted,reviewed, and approved prior to signature of the final plat by the City Engineer. 20. Applicant shall be responsible for application and compliance with and NPDES permitting that may be required by the Environmental Protection Agency. 21. Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so,how they will continue to be used, or provide record of their abandonment. Page 12 22. Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact the Central District Health Department for abandonment procedures and inspections. 23. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 9-1-28.C.1).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 development plan approval. 24. All irrigation ditches, canals, laterals, or drains, exclusive of natural waterways, intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42-1207 and any other applicable law or regulation. Page 13 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Final Order for Pine 43 Animal Farm (FP-2022-0017) by J-U-B Engineers, Located at the Southeast Corner of N. Webb St. and E. Pine St. BEFORE THE MERIDIAN CITY COUNCIL HEARING DATE: JULY 26, 2022 ORDER APPROVAL DATE: AUGUST 9, 2022 IN THE MATTER OF THE ) REQUEST FOR FINAL PLAT ) CONSISTING OF 2 BUILDING ) CASE NO. FP-2022-0017 LOTS ON 6.99 ACRES OF LAND IN ) THE C-G ZONING DISTRICT FOR ) ORDER OF CONDITIONAL PINE 43 ANIMAL FARM ) APPROVAL OF FINAL PLAT SUBDIVISION. ) BY: J-U-B ENGINEERS, INC. ) APPLICANT ) This matter coming before the City Council on July 26, 2022 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 PINE 43 ANIMAL FARM SUBDIVISION, LOCATED IN THE NE '/4 OF THE SW 1/4 OF SECTION 8, TOWNSHIP 3N, RANGE IE, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, 2022, HANDWRITTEN DATE: 6/30/2022, by TIMIOTHY HARRIGAN, PLS, SHEET ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(PINE 43 ANIMAL FARM SUB.—FILE#FP-2022-0017) Page 1 of 3 I 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 July 26, 2022, 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. 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 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(PINE 43 ANIMAL FARM SUB.—FILE#FP-2022-0017) Page 2 of 3 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 9th day of August , 2022 By: Robert E. Simison 8-9-2022 Mayor, City of Meridian By Brad Hoaglun, Council President Attest: Chris Johnson 8-9-2022 City Clerk Copy served upon the Applicant,Planning and Development Services Divisions of the Community Development Department and City Attorney. By: Dated: 8-9-2022 ORDER OF CONDITIONAL APPROVAL OF FINAL PLAT FOR(PINE 43 ANIMAL FARM SUB.—FILE#FP-2022-0017) Page 3 of 3 EXHIBIT A STAFF REPORT E COMMUNITY N -- COMMUNITY DEVELOPMENT DEPARTMENT HEARING 7/26/2022 Legend 0 DATE: Project Location '� ■ TO: Mayor&City Council ® _ R-40 1-L FROM: Joseph Dodson,Associate Planner R-8 RUT 208-884-5533 L-O :-G SUBJECT: FP-2022-0017 L-o Pine 43 Animal Farm FP DDD LOCATION: The site is located at 2145 E. Pine I Avenue and 650 N.Webb Avenue, at the C-G southeast corner of E. Pine and N.Webb, 1-L RUT C-G C G in the NE 1/4of the SW '/a of Section 8, , C�2 - Township 3N., Range IE. R;15-RUT rR-��C=C- I. PROJECT DESCRIPTION Final Plat request for 2 commercial building lots on approximately 6.99 acres of land in the C-G zoning district,by J-U-B Engineers, Inc. II. APPLICANT INFORMATION A. Owner/Applicant: Justin Touchstone,Hansen-Rice— 1717 E Chisholm Drive,Nampa,ID 83687 B. Applicant Representative: Terry O'Brien,J-U-B Engineers,Inc.—2760 W Excursion Lane, Ste. 400,Meridian,ID 83642 III. STAFF ANALYSIS Staff has reviewed the proposed final plat for substantial compliance with the approved preliminary plat(Pine 43 AZ,RZ,PP,MDA—H-2017-0058) as required by UDC 11-6B-3C.2. The submitted plat includes one less buildable commercial lot for the subject area as was approved with the preliminary plat. Furthermore,the submitted final plat will correct the illegal subdivision currently in place for these lots. Staff finds the proposed final plat is in substantial compliance with the approved preliminary plat as required. IV. DECISION A. Staff: Staff recommends approval of the proposed final plat with the conditions of approval in Section VI of this report. Page 1 V. EXHIBITS A. Preliminary Plat(date: 8/28/2017) I I Y a oAA u 25J. �� fA �73174 d6l33 i� I•—idG'SC[tlW yibC73 7 ipyeva ....—_. ._.� fir' s T a � }..€ 4 ' AER �e �� N4 °$� s3 A ..�, H e 55 FF ;� -S- pC 7 � ��� � ¢a�e�'s ���������A��>;rn1s ���ag�p `� ��3��F ;$�s::�� ; ox ry p �Q�Q§a O I 8 8 8 $ m $■ Y E�C� tF gg F-; « p r P c c?�_ s! i n F 6 5 T. irk t g$ d�N �� nja- — ; 1.1 r.. ,. �•„• R F � - PINE 42 SUBDIVISION wia�� .w-e FKO,INEEas.lnc. A i o .� MERIDIAN,IDMO $G_ 2so s.aeed,Mood n... 5We 2Ui § � ewe.,to�aTnyazu 9 A 9p/NDAF1Y ANO PPA.ECTINFORMATION - _ waaca Page 2 1 � ------------------ C 1 YY e �Ifl �i r e— • w� � t � r . , 1 t I 1 i wr...,are PP-06 Page 3 B. Final Plat(date: 6/30/2022) PLAT OF PLAT BOOK PAGE 6 5 PINE 43 ANIMAL FARM SUBDIVISION SITUATE IN THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION B, B TOWNSHIP 3 NORTH,RANGE 1 EAST,BOISE MERIDIAN s6cnoN coR CITY OF MERIDIAN,COUNTY OF ADA,STATE OF IDAHO LEGEND NER 3-INCH BRAS.CAP[5281] 2022 -SUBDIVISION EOI UNE _^ CP&F 2929-00.9]66 -LOT LINE POINT OF COMMENCEMENT RIGNi-OF-WAY HNE -BEOfION LINE CN4TER LINE n l.� -.-----.-- -TIE ONE PROPERLY LINE ----. -TIE ONE -UfIL Ic P FASE LINE(SEE E5MT NOTE 0.) 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N o NNE �m W z. 9 mo m R 8 rr��� o�^�A 1— oo r'm 9 z s zm`nm c o a A �oyi ��s �-mo zy m A �foio A z o NJ; m N� o �i 6 o 'M f E $� ma$ Z. z mz�' moz z v 8 om .�SQ O w oNoc ; o m �cc O e' c ^ poi s 08g q q Z 3' ^ N m2 y N N � O A Page 5 C. Landscape Plans(date: 5/25/2022) iR r r o 1LIllsiF EE1 lFFli�F � C�'� I�qQ• �P��pq �•�qy� �E �^P i� I Rill pr 11H I'll I � I fff • f I _ i I r I a -y,Y _ G • I m iI tl tl l z I I I ! I I � Y � GGRI LA MIND, � ❑ '� Pf g S: o- _- Page 6 Intl iK[ WINE ICA � I j I I I I I I h I f I i h I I I I h I I I I � I I I I � I PIAN�M1REA 1 _ ___I__________ r u L101 f o p, � I I I I I pl I I O i I � OBI I z O _ I r I p I O I 0. I I ----------------------- ---------------------- ; P z L162 Page 7 VI. CITY/AGENCY COMMENTS & CONDITIONS A. Planning Division Site Specific Conditions: 1. Applicant shall comply with all previous conditions of approval associated with this development: H-2017-0058 (AZ,RZ,PP,MDA), DA Inst. #2018-000751. 2. The applicant shall obtain the City Engineer's signature on the final plat by June 8,2023, within two(2)years of the date of approval of the last final plat signature(Pine 43 Subdivision No. 2)OR within two years following the Pine 43 phase 3 final plat signature not yet recorded(FPS-2022-0023), in accord with UDC 11-613-7, 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,have the Certificate of Owners and the accompanying acknowledgement signed and notarized. 4. The final plat shown in Section V.B,prepared by J-U-B Engineers, stamped on 06/30/22 by Timothy Harrigan, is approved with the following conditions to be completed at the time of Final Plat Signature: a. Correct note referencing the DA instrument number to reflect the correct DA(2018- 000751). b. Note#6: Include instrument number. c. Depict and label the required landscape street buffers to E. Pine and N.Webb on the plat as required in the UDC for commercial properties, even if they are existing. 5. Prior to City Engineer signature on this final plat,revise the landscape plans shown in Section V.C,prepared by South, Beck&Baird, dated 5/25/22,as follows: a. Depict existing landscaping that is within the boundary of the subject final plat in addition to the proposed new landscaping. 6. 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 SITE SPECIFIC CONDITIONS: 1. Fire line located at the NW corner of building- The jurisdictional valve for the fire line must be down stream of the hydrant. Fire lines are private but hydrants are public. 2. 20' easement is required for water main and fire hydrant. Easement to extend 10' beyond hydrant. 3. Ensure no permanent structures (trees, bushes, buildings, carports, trash receptacle walls, fences,infiltration trenches,light poles, etc.)are built within the utility easement. 4. On the Landscape Plans it appears that there are trees that would be inside the easement for hydrants.Adjust these accordingly. 5. Fire flow was modeled at 1,500 gpm. If more flow is required contact Public Works. 6. Flow is committed for Waste Water. 7. Commercial sites require 6" sewer service line. Page 8 8. Ensure no sewer services pass through infiltration trenches. GENERAL CONDITIONS: 1. Sanitary sewer service to this development is available via extension of existing mains adjacent to the development. The applicant shall install mains to and through this subdivision; applicant shall coordinate main size and routing with the Public Works Department, and execute standard forms of easements for any mains that are required to provide service. Minimum cover over sewer mains is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. 2. Water service to this site is available via extension of existing mains adjacent to the development. The applicant shall be responsible to install water mains to and through this development, coordinate main size and routing with Public Works. 3. All improvements related to public life, safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer, an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. 4. Upon installation of the landscaping and prior to inspection by Planning Department staff, the applicant shall provide a written certificate of completion as set forth in UDC I I-3B-14A. 5. A letter of credit or cash surety in the amount of 110%will be required for all incomplete fencing, landscaping, amenities,pressurized irrigation,prior to signature on the final plat. 6. The City of Meridian requires that the owner post with the City a performance surety in the amount of 125% of the total construction cost for all incomplete sewer, water infrastructure prior to final plat signature. This surety will be verified by a line item cost estimate provided by the owner to the City. The applicant shall be required to enter into a Development Surety Agreement with the City of Meridian. The surety can be posted in the form of an irrevocable letter of credit,cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 7. The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20% of the total construction cost for all completed sewer, and water infrastructure for a duration of two years. This surety amount will be verified by a line item final cost invoicing provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 8. In the event that an applicant and/or owner cannot complete non-life, non-safety and non-health improvements,prior to City Engineer signature on the final plat and/or prior to occupancy,a surety agreement may be approved as set forth in UDC 11-5C-3C. 9. Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process, prior to the issuance of a plan approval letter. 10. It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. 11. Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. Page 9 12. Developer shall coordinate mailbox locations with the Meridian Post Office. 13. All grading of the site shall be performed in conformance with MCC 11-1-413. 14. Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill,where footing would sit atop fill material. 15. The engineer shall be required to certify that the street centerline elevations are set a minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. 16. The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACHD. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans.This certification will be required 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 submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the project. 18. Street light plan requirements are listed in section 6-7 of the Improvement Standards for Street Lighting (http://www.meridiancity.org/public_works.aspx?id=272). All street lights shall be installed at developer's expense. Final design shall be submitted as part of the development plan set for approval, which must include the location of any existing street lights. The contractor's work and materials shall conform to the ISPWC and the City of Meridian Supplemental Specifications to the ISPWC. Contact the City of Meridian Transportation and Utility Coordinator at 898-5500 for information on the locations of existing street lighting. 19. The applicant shall provide easement(s)for all public water/sewer mains outside of public right of way (include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility,or 30-feet wide for two. The easements shall not be dedicated via the plat,but rather dedicated outside the plat process using the City of Meridian's standard forms. The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement (on the form available from Public Works),a legal description prepared by an Idaho Licensed Professional Land Surveyor,which must include the area of the easement(marked EXHIBIT A)and an 81/2"x 11" map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted,reviewed,and approved prior to signature of the final plat by the City Engineer. 20. Applicant shall be responsible for application and compliance with and NPDES permitting that may be required by the Environmental Protection Agency. 21. Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so, how they will continue to be used, or provide record of their abandonment. 22. Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact the Central District Health Department for abandonment procedures and inspections. 23. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 9-1-28.C.1). The applicant should be required to use any existing surface or Page 10 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 development plan approval. 24. All irrigation ditches, canals, laterals, or drains, exclusive of natural waterways, intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42-1207 and any other applicable law or regulation. Page 11 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law for Bountiful Commons East (H-2022- 0015) by KM Engineering, LLP, Located at 5960 and 5984 N. Linder Rd. CITY OF MERIDIAN FINDINGS OF FACT,CONCLUSIONS OF LAW C�f[EFI DIAN:--- AND DECISION& ORDER p,. In the Matter of the Request for a Modification to the Development Agreement to Update the Conceptual Development Plan and Building Elevations; and Combined Preliminary and Final Plat Consisting of Three(3)Building Lots on 2.20 Acres of Land in the C-C (Community Business) Zoning District for Bountiful Commons East,by KM Engineering,LLP. Case No(s).H-2022-0015 For the City Council Hearing Date of: July 19,2022 (Findings on August 9,2022) A. Findings of Fact 1. Hearing Facts(see attached Staff Report for the hearing date of July 19, 2022, incorporated by reference) 2. Process Facts(see attached Staff Report for the hearing date of July 19,2022, incorporated by reference) 3. Application and Property Facts (see attached Staff Report for the hearing date of July 19, 2022, incorporated by reference) 4. Required Findings per the Unified Development Code(see attached Staff Report for the hearing date of July 19,2022, 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 BOUNTIFUL COMMONS EAST H-2022-0015 - 1 - 7. That this approval is subject to the Conditions of Approval all in the attached Staff Report for the hearing date of July 19,2022, 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 a modification to the Development Agreement and combined preliminary and final plat is hereby approved per the conditions of approval in the Staff Report for the hearing date of July 19, 2022, 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 11- 6B-7C). 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. FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR BOUNTIFUL COMMONS EAST H-2022-0015 -2- 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 § 67-652 1(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 July 19,2022 FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR BOUNTIFUL COMMONS EAST H-2022-0015 -3- By action of the City Council at its regular meeting held on the 9th day of August 2022. COUNCIL PRESIDENT BRAD HOAGLUN VOTED COUNCIL VICE PRESIDENT JOE BORTON VOTED COUNCIL MEMBER JESSICA PERREAULT VOTED COUNCIL MEMBER LUKE CAVENER VOTED COUNCIL MEMBER TREG BERNT VOTED COUNCIL MEMBER LIZ STRADER VOTED MAYOR ROBERT E. SIMISON VOTED (TIE BREAKER) Mayor Robert E. Simison 8-9-2022 By Brad Hoaglun, Council President Attest: Chris Johnson 8-9-2022 City Clerk Copy served upon Applicant, Community Development Department,Public Works Department and City Attorney. By: Dated: 8-9-2022 City Clerk's Office FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR BOUNTIFUL COMMONS EAST H-2022-0015 -4- EXHIBIT A STAFF REPORTC�,WEIIDIAN -- COMMUNITY DEVELOPMENT DEPARTMENT .►A H O HEARING July 19,2022 Legend0 DATE: Continued from:June 21, 2022 lei p t Laca liar b TO: Mayor&City Council FROM: Sonya Allen,Associate Planner 208-884-5533 SUBJECT: H-2022-0015 Bountiful Commons—MDA, PFP LOCATION: 5960 N. Linder Rd.,in the NW 1/4 of rrrr= Section 25,TAN.,R.1W. MWE I. PROJECT DESCRIPTION Modification to the existing Development Agreement(Linder Mixed Use -Inst. #2018-052340) to update the conceptual development plan&building elevations; and combined preliminary and final plat consisting of three(3)building lots on 2.20 acres of land in the C-C(Community Business) zoning district. II. SUMMARY OF REPORT A. Project Summary Description Details Page Acreage 2.20 Existing/Proposed Zoning C-C(Community Business District) Future Land Use Designation Mixed Use—Community(MU-C) Existing Land Use(s) Vacant/undeveloped land Proposed Land Use(s) Commercial(mixed use) Lots(#and type;bldg./common) 3 building/0 common Phasing Plan(#of phases) 1 Number of Residential Units(type NA of units) Physical Features(waterways, None hazards,flood plain,hillside) Neighborhood meeting date;#of 2/1/22 attendees: History(previous approvals) H-2017-0095(AZ,Development Agreement Inst.#2018- 052340);H-2018-0067(PP);H-2018-0084(FP);PBA- 2022-0004 ROS#1333 Page 1 B. Community Metrics Description Details P Ada County Highway District • Staff report(yes/no) No • Requires ACHD No Commission Action es/no Access Access is proposed via a private backage road/driveway along the (Arterial/Collectors/State west boundary of the site. Hwy/Local)(Existing and Proposed) Traffic Level of Service NA Stub There are no stub streets that exist to this site and none are Street/Interconnectivity/Gros required to be provided to adjacent properties. s Access Existing Road Network A backage road/driveway exists along the west boundary of this site parallel to N.Linder Rd. Existing Arterial Sidewalks/ There are no existing arterial streets abutting this site. Buffers Proposed Road NA Improvements West Ada School District NA Police Service No Comment C. Project Area Maps Future Land Use Map Aerial Map Legend Legend ff ff a,� Project Laca�ar7 IProjet Laca-or I ' MH - * iL't94 r y I Uy MEMO rrrrm ., Page 2 Zoning Map Planned Development Map Legend () Legend 0 Project Luca fkm MH L 0Projent Lucfl-�or j�r +_i CrtyLintiit � L =N Purred Parae's d - C-C M I� ® d RUT R-.5 UP&:N ffl B H ff H WE AD RUT --� rTrrmpF- A. Applicant: Stephanie Hopkins,KM Engineering, LLP—5725 N. Discovery Way, Boise, ID 83713 B. Owners: TMEG Properties, LLC—74 E 500 S, Ste. 200,Bountiful,UT 84010-0000 C. Representative: Same as Applicant III. NOTICING Planning&Zoning City Council Posting Date Posting Date Notification published in 5/3/2022 5/29/2022 newspaper Notification mailed to property owners within 300 feet 4/27/2022 5/23/2022 Applicant posted public hearing 5/7/2022 7/5/2022 notice on site Nextdoor posting 4/27/2022 5/25/2022 IV. COMPREHENSIVE PLAN ANALYSIS(Comprehensive Plan) Land Use: The Future Land Use Map(FLUM)contained in the Comprehensive Plan designates this property as Mixed Use—Community(MU-C). The purpose of this designation is to allocate areas where community-serving uses and dwellings are seamlessly integrated into the urban fabric. The intent is to integrate a variety of uses, including residential,and to avoid mainly single-use and strip commercial type buildings.Non-residential buildings in these areas have a tendency to be larger than in Mixed Use Neighborhood(MU-N) areas. Goods and services in these areas tend to be of the variety that people will mainly travel by car to,but also walk or bike to (up to 3 or 4 miles). Employment opportunities for those living in and around the neighborhood are encouraged. Page 3 Developments are encouraged to be designed according to the conceptual MU-C plan depicted in Figure 3C. (See pgs. 3-11 through 3-16 for more information.) The Applicant proposes to develop the subject property with four(4)multi-tenant commercial/office buildings with associated outdoor plazas and surface parking. The existing development plan was reviewed and deemed to be generally consistent with the Comprehensive Plan with H-2017-0095. Staff has reviewed the proposed conceptual development plan for consistency with the development guidelines in the Plan and recommends changes to the plan as noted below in Section V.A consistent with the following general guidelines for Mixed-Use and specifically MU-C developments: • "In developments where multiple commercial and/or office buildings are proposed,the buildings should be arranged to create some form of common,usable area, such as a plaza or green space."(Pg. 3-13) • "Supportive and proportional public and/or quasi-public spaces and places including but not limited to parks,plazas, outdoor gathering areas, open space, libraries,and schools that comprise a minimum of 5%of the development area are required. Outdoor seating at restaurants do not count toward this requirement."(Pg. 3-16) The following Comprehensive Plan Policies are also applicable to this development: (Staff's analysis in italics) • "Permit new development only where it can be adequately served by critical public facilities and urban services at the time of final approval,and in accord with any adopted levels of service for public facilities and services."(3.03.03F) City water and sewer service is available and can be extended by the developer with development in accord with UDC 11-3A-21. Urban services are available to be provided upon development. • "Encourage compatible uses and site design to minimize conflicts and maximize use of land." (3.07.00) The proposed commercial/office uses should be compatible with existing residential and church uses to the east and south; and with future commercial uses to the west. • "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."(3.06.02B) The proposed mix of commercial/office uses should provide needed services for nearby residents and employees. • "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." (3.03.03A) The proposed development will connect to City water and sewer systems;services are required to be provided to and though this development in accord with current City plans. V. UNIFIED DEVELOPMENT CODE ANALYSIS U. A. Development Agreement Modification(MDA): The Applicant proposes a modification to the existing Development Agreement(DA) for Linder Mixed Use(Inst. 42018-052340)to update the conceptual development plan&building Page 4 elevations for this site to accommodate the proposed development; and remove the Chili's restaurant conceptual building elevations from the agreement.No changes are proposed to the text of the agreement.Note: The overall DA is for a larger 5-acre area; the portion subject to the proposed modification is the northeastern 2.93 acres. The existing plan depicts a 7,000 square foot(s.f.)and 10,000 s.f.buildings with a shared outdoor plaza area in between the two buildings with surface parking around the perimeter of the buildings. A dance studio and event center for dance recitals and performances were originally anticipated to develop on this site but is no longer planned(see Section VII.A below). Conceptual elevations are included in the existing DA for a Chile's restaurant, a couple of multi-tenant buildings and an event center. The proposed development plan includes four(4)multi-tenant commercial/office buildings with individual outdoor plazas at the rear of each building, a pedestrian walkway around each building with a connection in between the two northern buildings and two southern buildings, and surface parking internal to the site. Conceptual elevations for the proposed structures are also included (see Section VII.B below). As part of the modification,the Applicant proposes to remove the conceptual elevations for the Chili's restaurant and the event center. A north/south backage road exists along the west boundary of this site that provides an access from the collector street(W. Cayuse Creek Dr.)to the north to Linder Rd. at the south boundary of Bountiful Commons Subdivision. Staff is concerned the ten(10)parking spaces depicted on the site plan along the west boundary of the site will create a safety hazard by vehicles backing out into traffic; therefore, Staff recommends these spaces are removed from the plan. An existing provision of the DA(#5.1b)requires a minimum of 5% of the development area to be developed with supportive and proportional public and/or quasi-public spaces and places.Based on 2.93 acres, a minimum area of 0.15-acre(or 6,382 square feet)would be required.In mixed use designated areas where multiple commercial and/or office buildings are proposed,the Comprehensive Plan also desires buildings to be arranged to create some form of common,usable area,such as a plaza or green space. To create more of a shared common usable area as desired, Staff recommends instead of individual outdoor plaza areas for each building,the parking areas in between Buildings A&B and C &D are removed and a plaza/green space is provided in these areas with seating,landscaping and shade structures. Note: The conceptual development plan depicts a total building square footage of 31,488+/-s.f. between four(4)buildings.For a commercial/office use in a commercial district, a minimum of 63 off-street parking spaces would be required; a total of 154 spaces are proposed. Even with removal of 34 spaces as recommended, a total of 120 spaces will still be provided,which Staff believes will meet the needs of the development. Staff has reviewed the provisions of the existing DA and finds the proposed conceptual development plan to be in compliance with these provisions if the Applicant complies with the recommended changes to the plan. Staff is generally supportive of the proposed modification to the DA with the recommended changes to the conceptual development plan noted above. Staff recommends the Applicant revise the plans to incorporate these changes and submit a copy of the revised plan to the Planning Division at least 10 days prior to the City Council hearing. Page 5 B. Preliminary/Final Plat(PFP): A combined preliminary and final plat is proposed to re-subdivide a portion of Lot 1 and all of Lot 4,Block 1,Bountiful Commons Subdivision. The current configuration of the property was created through Record of Survey#13333 associated with PBA-2022-0004. The proposed plat consists of three(3)building lots on 2.20 acres of land in the C-C zoning district. Existing Structures/Site Improvements: There are no existing structures on this site; the previous structures have been removed. Dimensional Standards: Development of the proposed lots is required to comply with the dimensional standards of the C- C zoning district in UDC Table 11-2B-3. Subdivision Design and Improvement Standards(UDC 11-6C-3): Development of the subdivision is required to comply with the subdivision design and improvement standards listed in UDC 11-6C-3. Access(UDC 11-3A-3) Access to the site exists via a private driveway/backage road that runs parallel to N. Linder Rd. depicted in an easement on the plat.No stub streets exist to the site and none are proposed or required to be provided to adjacent properties. A cross-access easement agreement(Inst. #2018- 108834) exists between all lots in the subdivision that grants access over drive aisles and parking areas per plat note#12. Pathways(UDC 11-3A-8): There are no pathways depicted on the Pathways Master Plan for this site. The existing DA (provision#5.1i)requires a pedestrian pathway connection to be provided to the church property(Parcel#R6905150070) at the south boundary of the site; the site/landscape plan shall be revised accordingly. The existing DA also requires a walkway to be provided along one side of the north/south backage driveway for safe pedestrian access and connectivity. Because a sidewalk was constructed on the Beehive Credit Union(A-2020-0032) site to the west of the proposed development along the west side of the driveway, Staff is not including a requirement for a walkway to be constructed on the east side of the driveway on the subject property. Sidewalks(UDC 11-3A-1 : There are no public streets proposed within this site or that exist adjacent to the site;therefore, sidewalks are not required. Landscaping(UDC 11-3B): No streets are proposed with this application and none exist adjacent to this site; therefore,no street buffer landscaping is required.No pathways are proposed;therefore,no pathway landscaping is required. A 25-foot wide buffer is required along the east boundary of Lots 7 and 8,Block 1 adjacent to existing residential uses as set forth in UDC Table 11-2B-2;the buffer should be landscaped per the standards listed in UDC 11-3B-9C and may be installed at the time of lot development. The landscape plan depicts the 25-foot wide buffer planted with a mix of deciduous and evergreen trees with a 3-foot tall berm in accord with UDC standards. Storm Drainage: An adequate storm drainage system is required in all developments in accord with the City's adopted standards, specifications and ordinances. Design and construction is required to follow Best Management Practices as adopted by the City. The Applicant submitted a Geotechnical Page 6 Engineering RMort for the proposed subdivision that was prepared in 2018 with the original subdivision. Stormwater integration is required in accord with the standards listed in UDC 11-3B- 11 C. Pressure Irrigation(UDC 11-3A-151: Underground pressurized irrigation water is required to be provided for each and every lot in the subdivision as required in UDC 11-3A-15. This property lies within the boundary of Settler's Irrigation District. Utilities (UDC 11-3A-21): Utilities are required to be provided to the subdivision as required in UDC 11-3A-21. Waterways(UDC 11-3A-6): The North Slough runs along the project's north boundary and has been piped in accord with UDC 11-3A-6B.A portion of the easement(i.e. 10') lies on this property as depicted on the plat. This project is not within the flood plain. Fencing(UDC 11-3A-6 and 11-3A-7)• All fencing is required to comply with the standards listed in UDC 11-3A-7. Fencing exists along the north, east and west property boundaries;no new fencing is proposed with this application. Building Elevations(UDC 11-3A-19 I Architectural Standards Manual): Conceptual building elevations were submitted for the proposed single-story commercial/office buildings as shown in Section VII.B; these elevations may change with future applications but provide a general idea of the type of architecture planned. Final design must comply with the design standards in the Architectural Standards Manual. VI. DECISION A. Staff: Staff recommends approval of the requested development agreement modification with recommended changes to the conceptual development plan as noted above in Section V.A; and combined preliminary and final plat with the provisions noted in Section VIII,per the Findings in Section IX. B. The Meridian Planning&Zoning Commission heard the PP on May 19, 2022. At the public hearing,the Commission moved to recommend approval of the subject PP request. 1. Summary of Commission public hearing_ a. In favor: Stephanie Hopkins,KM Engineering; Trevor Gasser,Applicant b. In opposition:None c. Commenting None d. Written testimony: Stephanie Hopkins,KM Engineering(response to the staff report not in favor of amending the concept plan as recommended b StafD e. Staff presenting application: Sonya Allen f. Other Staff commenting on application: None 2. Key issue(s) public testimony a. None 3. Ke, ids)of discussion by Commission: a. Discussion pertaining to the MDA application and the proposed design of the site in relation to Staff s recommendation for a more centralized common open space/plaza area to be provided and certain parking spaces to be removed. Commission was generally supportive of removal of the parking spaces along the west boundary of the site as recommended by Staff for safety reasons;but was in favor of the parking between the buildings remaining. Page 7 4. Commission change, (s)to Staff recommendation: a. None 5. Outstanding issues for City Council: a. The applicant submitted a revised site/landscape plan after the Commission hearing that depicts the removal of 10 parking spaces along the west boundary of the site as recommended by Staff and the Commission. Other changes as recommended by Staff were not included in accord with the Commission's discussion (i.e. removal o� individual outdoor plaza areas for each building and the Barking areas in between Buildings A &B and C&D in favor of provision of plaza/ rg een spaces in these areas with seating, landscaping and shade structures). C. The Meridian Citv Council heard these items on July 19,2022.At the public hearing.the Council moved to approve the subject MDA and PP requests. 1. Summary of the City Council public hearing: a. In favor: Trevor Gasser,Applicant; Stephanie Hopkins,KM Engineering.Alicant's pp Representative b. In opposition: None C. Commenting: Kelly Carpenter: Leonard Badigian d. Written testimony,None e. Staff presenting-application: Joe Dodson,Associate Planner f. Other Staff commenting on application:None 2. Key issue(s)of public testimony: a. Kelly Carnenter: Concern pertaining to screening along the east property boundary adjacent to residential uses and headlights shining in their windows from cars in the development—request for a solid wood fence to be installed; location of the trash enclosure adjacent to the berm along the east side of the property adjacent to residences —preference for it to be located at the northwest corner of the site;preference for Buildings B &C not to be turned north/south as it would block the neighbors' view;the fence line on the adjacent residential properties being set in 3-feet from the property line due to the location of the irrigation ditch where a berm/buffer is now proposed to be constructed—would like to gain that 3-feet of their property back; and the slope of the berm proposed along the east boundary and concern pertaining to drainage onto their lot and security concerns due to the height of the berm in relation to the fence(someone could jump over the fence into their property. b. Height disparity of the land between the subject property and the existing residential lots to the east and the choice between a berm and a fence; C. Previous approvals related to original discussion of lots and commercial development. 3. Key issue(s)of discussion by City Council: a. Trash dumpster and shared plaza/open space locations; b. Applicability of a fence or landscape berm along east boundary to help screen future uses; C. Definition of"flexibility"in building orientation for future development of site; History and potential issues of shared east property line and fact exjstjng residential fences are not on shared property line creating a 2-3 foot area of dead space should a fence be required by this Applicant; d. Anticipation of proposed uses on property and availability of parking. 4. City Council change(s)to Commission recommendation: a. City Council required the removal of the provision requiring central plazas between the buildings; Page 8 b. Council required two new DA provisions: 11 No restaurant or taproom uses shall be allowed on either of the two eastern lots(Lots 7& 8.Block 1): 21 Allow Applicant flexibility in the future site design to allow the reduction of buildings by one(1)or option to turn building orientation. c. Council required additional conditions of approval: 11 Remove the landscape berm along the east boundary in lieu of a 6ft solid fence and level out irrigation ditch area: 21 No dumpsters allowed along east boundary and place duster between buildings or more centralized per future Republic Service approvals. Page 9 VII. EXHIBITS A. Existing Development Agreement Provisions, Conceptual Development Plan and Elevations S. CONDITIONS GOVERNING IIEVELOl1ilYli NT OF SUBJECT PROPERTY: 5.1. Owners andtor Developer shall develop the Property in accordance with the following special conditions: a. Future development of the subject prupettyshall be generally consistent withtheconceptual site plan,building elevations, and provisions contained in the Staff Report that is attached to the Findings of Fact and Conclusions of Law attached hereto as Exhibit'B". b. Provide supportive and proportional public and/or quasi-public spaces and places including but not limited to parks, plazas, outdoor gathering arras, open space, libraries, and schools that comprise a minimum of5%of the development area within the site development area. c_ Non-residential buildingq should be proportional to and blend in with adjacent residential buildings. d. The misting homes and associated outbuildings shall be removed fmrn the siteprior to issuance of any building permits. e. if access isn't available to ibis site at the time of development, a temporary access will be allowed via N.Linder Road with approval from the Ada County Highway District_At such time as access from the north andlor south is available,the temporary access shadI be removed and the use discontinued. f. The developer shall grant a crass-acccsslingress-egress easement to the properties to the north (parcel4SO4252234)10)and south(parcel NS0+4252338I0)in accoridwith UDC 11-3A-3 and the Comprehensive Plan(action item#3.03.02N).A recorded copyofrhe tascn=t agrevrrtew shall be submitted to the Planning Division with the first Certificate of Zoning Compliance application for thu development. g. Future development shall complywith the structure and design standards listed in lJl]C l 1-3A- 14 and in the Architectural Standards Manual (ASM). h, A 10-foot wide segment orthc City's multi-use pathway is required along N. Linder Road in accord with the Pathways Master Plan. Landscaping shall be installed in accord with the standards listed in UDC 11-3B-12C on either side of the pathway. i. Provide a pedestrian pathway connection to the church property at the south boundary of the site. j. Provide a walkway along one side of the north/south backage driveway for safe pedestrian access and connectivity. k. Prior to removing airy of the existing trees from the site,the developer/owner shall contact the City Arborist to determine mitigation requirements for any healthy trees 4"caliper and greater that are removed from the site in accord with UDC I 1-3B-1flC.5. 1. The applicant shall submit and obtain approval of a Certificate of Zoning Compliance and Dcsigr Review application from the Planning Division, prior to submittal of any building permit applications. m, Prior to the application for any development on the subject site, sanitary sewer and water serviceability will need to be reviewed. This is due to the potential timing of development of adjacent properties and the ability or inability to create loops in the water system and to determine the Touting of sanitary sewer. n. Provide a pedestrian walkway from the sidewalk along the north/south backage driveway to the entrance of the building proposed on the cast side of the site(i.e,the dance studiolcvent center). Page 10 LINDER MIXED-USE DEVELOPMENT LINDER ROAD MERIDIAN,IDAHO OVERALL GENERAL SITE NOTES TA- SCALE:... ........._.........r=w'-D-iHEA�[NRE(150FFI�H ZONING{EXISTING}:................RUT ZONING{PROPOSED):..............C-C TOTAL AREA:.................9.0 ACRES t COMMON OPEN SPACE REQUIRED:............10% L C DEVELOPER: TGI CORP. I o.e83 acres - 74 EAST 500 SOUTH,STE.200 C-C _ BDUNTIFUL,UT B4010 801-292-50D0 LANDSCAPE: TBD ' 2.938 arres - CIVIL: TBD LINDER II I 0.848acres - ♦ MIXED-USE DEVELOPMENT 5960 N.LINDER ----- �------�- �_J ROAD J _ MERIDIAN,IDAHO I I 1.483 ayes I I - 0.T20— ,-7 L-0 f 1 SITE PLAN ® AVICINITT MAP ARCHITECT �ro L u:wM PLANNER: vtsss-��w A��O TAD wxv7au�oixo<rr ARCHITECillHAL CANCEPT TNEAKHMOFFICEN sNE PLAN Page 11 • Commercial Buildings Fronting on Linder Road a► 001-1 At Ir e' Event Center Page 12 B. Proposed Conceptual Development Plan (NOT APPROVED) &Elevations to be Included in Amended Development Agreement ----------------- ---- .. kmL-o tlA Updated(dated: 7/7/22): e p. I 8 F }33Lzss `J 33ipze sF ` w ..o-cr.einw {� � n.o Page 13 ¢F --- y�r '-AN- ..r ------------ E i i ❑❑ V e k FIRST FLOOR PLAN E v y O EAST ELEVATION MMomm U A z NORTH ELEVATION 4 � O ___ ----- _- �� �� �� ❑ LVESTELEVATION SOUTH ELEVATION ELEVATIONS A-1.0 Page 14 C. Existing Recorded Plat&Record of Survey PUT OF 3a BOUNTIFUL COMMONS SUBDIVISION W.[Hndwl m,Yr„+rd SfTUATE➢IN A poKrIoN A EN£5OVT}IWEST 1 fC 9F TNF NdRHW 6F 1J4 OF 59CnOk 25.Tt3WNSW L NDRTN.RANGE I WEST. R IRNA MERWIAN.LUYSF NAmDlAN.A6A COUNTY,IDA- N Ih ao-xrnt UNPIATTEC x 1/ 148,So%T") Ifi]P'tllF IILa'mG) lat _-_---.ss1.1r____ ------ --a:o.s,' ULL I.ar• xe.ls Esaeorc 6lri 1'w X s7EYYo1Y SNFETINUE9 .. no wr.0 n l'1m+q eoaemn / } I I Ix,e',sr 9LL=, ,-AAT NG EEulw R{! 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Ner55',SY -- - 3].!4'(n[}- I xLsal73'w e I 17Sa' S636wirl 19A-- I 1 .ov PFrxrA.l ela,s rsAoorl `� roo]e'16i B2 F PARA16MNT III ILAGL CENTER Y SUROIVIT,pN �l r N raA u[sl.,L.mcwl 1b mP.6,u I,M1RFw wls,o.IS.o1�rx V _ ye PRI�iq.TPif-PlPy,+ [7EE'fLOPErt mP TMEG PROPERTIES,LLC OUVNREUI,LIT wn 1.a1 Ai[,r,b1 Page 15 RECORD OF SURVEY ROS No. 0,43 PROPERTY BOUNDARY ADJUSTMENT TMEG Properties LLC LOTS AND e.BlL[X 1 OF BWNTFDLfAMMONS SIleDNIS.tlN,SRUATED IN THE SOVfXWEST v{ OF THE NORTH W EST 114 OF SECTION M TOWNSHIP 4 NORTH.RANGE L WEST. 90a MEFUDDFN,UIT OF MERIDIAN.WA W UNM IDAND, 1022 0 .0 RR SxL nm kMu.I'-IR' .ors eou�wn ssHx W.pm ShopF Ortre ,¢ _ x,Fmn xa .zzr uNLxv rmm Llxlrrn 4M]•u.uss mFEa.eL rnrm *'_ � sn 5/hwa RFbrF r/rLislrF w .�'_w WArfO�4r.61ex' NDTE3 , ,rL AP91rE5 YIOIIN,E1fCr•xF 0.mExRr tOER C-L F WI'1.'5f' a2 5,' / a.TAIR ___ x. ae[LvrllMlr eF mc,J"IS cn n h,eNNCI r!1WERfts aoe ll' �titi - z.vulFwe,0 eM,NL COWCx6 Svl[wXlr.wFnc oREarr.[ _�tY_-______ ... ______ a .uea,s cnw+ro r'e wm..ow aou,wz,+�uw,,low r ___-----,_�� ! \ IWr MF i.�a[u•u,rt.YY[!T Ww{I...tliMY!➢PFW[w M[• 7 FnoaLwt Luw.r, *.F w�M FxuL,rw nF[E��ootRMRrir r 1 j lOCb',StiOrn y.O,Sr4 rv.irw Df ii{m.IxS yn u1Fn YPF�r NY uSSo.nu' ,� 1 . Fuep,uT}p CwrrKJ.LUW.i ufgri0r 1GK,aFC l im, l�Y011. u["w..ao, } � \� IIVf• rmry KWrw�WFI�C+R ME{F.fSIW1,ee�T r "n°cc:rrnK _ 1 F[+uRr-0[e n M NM[,uP qxT,b xe,E-,LFFJ. r FP eI A �' 1 REETAENCES 31,R015R.ft � � �' r rIx wPs.Tnr-,ram« I Tb I II.�,1.I�C,SIpy U Fns LpIiIY.oin ®If�1CA7FOE COUNTY RECORDER I � l4RMCM47x PFu v 1EMVr Yup1_"rw[r, I y 1] 4NT[Yr FOe wFr..r xalhaMSET. RR!'xfST'w 717.11• �i �� aax mom 1 `d S L_ °�°uF'w` rsw';sFc xons � yf# vim°° vPF«e 95,e92 Sq.Ft. I d /' LUFY[TAf1E % a_.e ExpyF LR{e+. earn OMNM sorex 3URJEYNARRATIVE TF.S a[[[Yt]V SUFAV eEFC,7 M aoreTLl[o'1 OF,rE �' CI 1o1P' Y.,i IT,1',f r41N,.4 lC6T � I �rb �YMPQ aLmQ>T!I r4 r,eLp�L,Or eLYIu."IA .0{a'IS,'N'A-pttl'wS PiF , OlY.P6 9AC.,E,Sx.,MO hK[,5 a NO R.E SUw,lE[6r MS 9NnEY S F.SYx WOr!,E RFiH10fvEw�Y F,F Ful� I DF�IM nS.Lrnml[[s.[mdY wo♦IlID SW4t OF p1STMR r_ ______________________ - xRs*.�,miiwrc,rr`�.c�}.mr°", �rw,c ro eLw f % Re!'21'11"w ISI.SY' I MTx A"w M-., -'' CFRTFMATF OF SVRVEI'OR ! 1 f S'.. I ' •e l.mJ,xr, I J! s'�a w,wr we ,a� E"smaIt.N C ITNE ewrmna ,Nzu Ro.n.-:h.-a-n5-nna hlFna. Page 16 D. Proposed Preliminary Plat(date: 2/l/2022) PRELIMINARY PLAT SHOWING BOUNTIFUL COMMONS SUBDIVISION NO.2 A RE-SUBDIVISION OF BOUNTIFUL COMMONS SUBDIVISION SITUATED IN A PORTION OF THE SOUTHWEST 114 OF THE NORTHWEST 114 OF SECTION 25,TOWNSHIP NORTH,RANGE 1 WEST,BOISE MERIDIAN,CITY OF MERIDIAN,ADA COUNTY,IDAHO FEBRUARY,2022 C-C -- ----- - ---------------- C-C -- C-C sl yi I roro u "a"rh�iucvumva �,a, a� of s� 0 mte rx b.�el II III -wx,eumnm <m er.ww wxe m+.mrm _ _ ______________ RS C-C L-0 E-o BOUNTIFULCOM M ONS SU BDI VISION N0.2-PRE HM INARY PLAT _umFuEwo NssuBND.z MERIDIAN IDAHO PFEBMINAPY PIAT s. km C1.0 Page 17 E. Proposed Final Plat(dated: 2/4/2022) PLAT OF Bountiful Commons Subdivision No.2 A RE51JBOIVI530N OF LOFT AND A PORTION OF LOT 1,BLOCK 10F BOU NTI FUL COMMONS SVBDMISION,SITUATED IN THE SOUTHWE$1 114 OF THE NORTHWEST 414 OF SECTION 25,T M OWNSHIP 4 NOR , D 4 120 RANGE 1 WEST,BOISE MERIDIAN,CITY OF MERIDIAN, 23 2d A,COUNTY,IDAHO EOPLE I'-4a W.Chinden 6oulevaM 2072 26 L 5 SHEETINDEX I L ,NI YS PERNCPkF 91FF[1-AUi IMP"I LEGEND INFT NC.Y01J-O)24]O LERIIFILR,E DF ONNEAS PND F- INOTES SNFET 2- 3 c FlLwTEs II wD aPPRwPLs - W.11"SROPs DTi' `�'-- LEGEND LOT 4.BLOCK 2 f EOVNO 4UMINUN CM,AS NOTFD 9 -NO 3/e'RERIA NMKEO TWS PIS t4RR1' UNLESS OMERMFE NOTED SEOR a I/IB CCLNEA liMe�Nl1. 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UPON nIE NEIPACEMEM OF PUTS ONG SURJEIS lblEO IN ME FEREVCES ££ HENmN um a FlE,n 5um2Y CF EYlsnlc W WutEMnMxu.NCrvuN[Ina,Sw AE PTOveERfP vxv5 FOUND TO RE N Su�TPrieI.L cuxeaoMN¢wIm,NE mRmcLs -_T__-_--_-____- USTEO xmECx. / % NB9.34'41'W 1E1.34' NBB'RI'3]"W 32R.G0' �� 'v� ] i �5� I Panmeum 5ubd'vlslm 5 $ y 4 / 1 Hal ] I jN 26 I r BeuntllulCanmens I � � � `C[N9<p sNSaMNNR IT 11 3 CtaI11-INI fifi2 NEGT I/4 CORNER NOR P1.1 IN5T 5-0106]] CUPYETABIF �Pg• "1Y XEH km ENGINEERING C0.Iar SG Cf,6'H13�'1�44]0 eCNt IGwNq N1i3v IaG.ar aG.ev a �'m1E a1 DEVELOPER TMEG PROPERTIES,LLC BOUNRPV4 UT Page 18 PLAT OF Bountiful Commons Subdivision No.2 CERTIFICATE OF OWNERS NOTES ���xEX/VOYEN GY TESE PAEstrn�Twr THE yxpEggxPiEU R ME°ANER OF mE PFu PRoaEtme HERFMFa 1 GF A BIIINING KRNIr. �2-NE DDENN IGNS OF T1E 01T sNNI IBDGI(II IS PPI SHALL CWPLY YAlll TIE APPLIGt6.E ZONING REGNIATONS OF TIE CITY RWCE t VE51,606E uwa)smuTm Ixu mlED�ETT�+it/NV 0,ME AVOTMBBI TCF IMI/,1,1. ul xL 9FSCMBFD I NIRTF., 2 OF uC, mA EFFECT TAT ME TIME OF xE5y IoN. cm OF SUDDm5,0x Ix COMPMMaE wml IDNID W uuMlrc T�icw xmxnwv°-r�x°rl�oFwsuoH Ymi,oxs�BSmdccA wlu GExOGB[i[�iEL NT5°rvuEiHExRwmoMm56'mE—AS IRRIG NTItpSfPoGT°�w°T°N WATER CIIM P5,xOvss Iss a D6raNyE O<1,TTg oRIH FOUND s/B-IxCx Nmw TMIS OfY.E wHExr,.ceODiPlz[s sE—N Gz-As uR OFF CELRr�OR EOIN°w°cNT TO FMRN ACT,wmcry /.Or Tlc ncennrtsT I/X( /B):A SIOx-EREOP GNU'BE Ox F Woo 11 O ND BRASS PLNO NNAXI 6 THE NOR MR—ODcmu/Ex Or STMI]Eo x9°IMOYI 1/4 BEcoME A N 6�PINGc P1-GP RAP Bl1C,By AW cHwGEo c01IX11°Ns IN OR A rmitES x.fP?XAE BEI IN I--N FOR MORE TWN ONE��;�I YFFPPRWI EN T NOPO4PCEaalgri,L rTiCI DN aPAxsION—nor A.EANDE Ar ME THE rt DEOAH OR WP6 Axe is NET TO THE POImm of BEralxNa HE uNE w u0 BDuxnFUL calMOxs suBDmBON,sm'EaSx A Pb.exOE OF 1 Pw sOrvsATONMGF AN%GRIC WRAC GvfRATax,AGIBCULruRAL Fa01LRY Ow EYPNVSIONH-PPE9 A. TH DNr uoxs sus m EG BI A FOI,M B/E-f OV N[X R�Fx 9E 5 Sar55'IF.SRV 5, or REDUCED IN 5¢E Wx1quF PRIOR AFPIIPlP1 FRM 11E HFIllH IllIHORIIT AND lHF L E5 5xALL BE m5.ul£D BflvxO ME wATm sTsrtM wPxwm Ix GT'/eK ON5 ME WMA:RES 1C0N RELFABEP� FAMNO SVDPXFISIFRLY GD.n 5ory xouxpyry LNE AYD FOOANNO lT[SWMEIcr BWx°uY uNE aF SAp LOT. IErEFft Gx F REGRADING M0TOw1 REE1A1— wo cw B FOUND y/E-wc REB�R: N � Ru roo,lxcs sHnL LT A MINIMUM°F Iz_IxcP AxwE,1E NIONFst OF 9N6 6TP6u fpINK GROWID VM1EA ELEVAPM,DOA s 'EHFRWI$I DIILxSq ,NL LDI9 WNMDR REmFE(Ew1u uNE OF ♦Ax0 FGup1YlY ME wFsrtsA GO nEr A G¢.A AxO�O�A ME 11 uOUR ccNMDNs suep W FOOT mM wuD su_.NPRDPExIY . REauRl�s °N ouy:uo wi�c:vE THI x0DI9 s2'[A pBFUY;E OF AOr FEET l0 Mf x°.1.GGRNER rc SMD 1M A, toEm FEE., D¢TA ANGLE OF N`DN--I MU1` FTRs D!`=M1YF6T5 0°0 A RIs—ua—lu°rAv°a of uMEE"4Y 1 6 M A DEVELOPMENT A FNENT PER INS..Nu -X 052-A RMORDS OF LY"DIN um m xc ME x>m�wL Do.—LIB IF °'.nP,cG°ER�rrr;iDAw.FINELY TNENDE LENMND EMD xNRIHERLr BOUxpxry MNE,ROOM 3SE A MRTNIOf OF f,Ir rtn TD ME POINT OE BEOINxw. 11_ Ox,LorS.axp D,ELOCR 1 A .. uxoSCAFE RUFiEn GW�Ex�Tq gE MAINTAINED BY ME INorvIDyALXiA UMNEREE°A ENO PutcEE GONTuxE 3,201_rB,No"GR LF55. 12.PER ME PLAT of HOUNTRL OCNMONS NUND ON,All—SHOVN HEWoN ARE SLBIfCT TO A CROES G A5 MAr GE AYENGFE m I1TIE"Dell-RAGE aE CQ—UCTE9 PR MEr.Xe. tD.RECOR°pg WWu.IWTID.AN 'Ar�n AN IN ME°NILRE.PE ws.Nn_00111 pV2. TMEG -G..l W' ACKNOWLEDGMENT YEAR NO-1 NDBDO IN FOR D IN CERTIFICATE OF SURVEYOkm LlYwO@ tea`xNnFRrE3-mew 662 �u E N 01 N EE RI NO PlaxEp®leases Lmtypmn Page 19 F. Landscape Plan(date: February 2022) 99 cc I! -11 -- -- ------------- - + R-8 �.n cc W III I aY�$€�a PRELIMINARY PLAT LANDSCAPE PLAN [OMACT INFOPMPl10N ��� m n. mumm"VYwn'��rcmu...vw� r� _ .a,.�, � ;�!,°G� I m �. eouNnruEwMMONs sua No.2 - MERIDIAN,,IDAHO w Wob,i�n I Qkm as PPMO Page 20 VIII. CITY/AGENCY COMMENTS & CONDITIONS A. PLANNING DIVISION to the Planning Division at least 10 dayS PAOF tO the City Couneil heaFiRg-4 revisedplan . The Council did not require removal of the parking between the buildings in order to provide central plazas in those areas as recommended by Staff. 1. The existing Development Agreement(DA) (Inst. #2018-052340,H-2017-0095)for Linder Mixed Use shall be amended as proposed by the Applicant with the changes to the conceptual development plan eefw.,eade,7 by Staff required by City Council. The amended DA shall be signed by the property owner and returned to the Planning Division within six(6)months of the City Council granting approval of the amendment. The amended DA shall include the following provisions as required by City Council: a. No restaurant or tap room(i.e. drinking establishment)uses shall be allowed on the two (2) eastern lots(i.e. Lots 7& 8,Block 1). If the buildingsg the eastern boundary of the site are turned parallel to the property line,the use(s) shall be limited to professional office functions only. b. The Applicant shall have flexibility in the future site design to allow the reduction of buildings by one (1) and/or the option to change the orientation of the buildings. 2. The final plat shall include the following revisions: a. Include the recorded instrument of the City of Meridian sewer and water easement graphically depicted on Sheet 1. 3. The landscape plan depicted in Section VII.F :s approved as submitted. shall be revised as follows: a. Remove the berm along the eastern property boundary and depict a 25-foot wide buffer to residential uses along the east property boundary,landscaped per the standards listed in UDC 11-313-9C. b. Depict a 6-foot tall solid fence that meets HOA specifications along the eastern property boundary and fill in the existing irrigation ditch and level it out to match the elevation at the property line of the adjacent residential lots. c. Relocate the trash enclosure away from the eastern boundary of the site and place it in between the buildings in the middle area, as allowed by Republic Services. 4. Future development shall be consistent with the minimum dimensional standards listed in UDC Table 11-2B-3 for the C-C zoning district. 5. With development of Lots 7 and 8,Block 1, a 25-foot wide buffer shall be provided along the eastern boundary of those lots adjacent to residential uses as set forth in UDC Table 11-2B-2, landscaped per the standards listed in UDC 11-3B-9C.Note: This buffer is not required to be constructed with the subdivision improvements. 6. As approved with Bountiful Commons Subdivision No. 1 tree mitigation plan, each lot shall provide an additional 12.5 caliper inches of trees, above the minimum standards,when Page 21 developed. These trees shall be depicted on the landscape plans submitted with the Certificate of Zoning Compliance application for development of each lot. 7. All waterways on this site shall be piped as set forth in UDC 11-3A-6B unless otherwise waived by City Council. B. PUBLIC WORKS Site Specific Conditions of Approval 1. Sewer mains must meet minimum separation requirements from other mains; which is 10 feet for parallel lines. 2. Sewer mains require a minimum 20-foot-wide easement whenever they're located outside of right-of-way. 3. Ensure no sewer services pass through infiltration trenches. 4. Ensure no permanent structures including,but not limited to trees, shrubs,buildings, carports, trash enclosures,fences, infiltration trenches, light poles, etc. are built within any City utility easement. 5. The applicant must ensure that fire requirements are met and no fire hydrants or fire services lines are required for the eastern parcels. If any hydrants are fire lines are required,then an 8- inch diameter water main must be run to the eastern properties instead of service lines;the services,hydrants,and fire lines will then be stubbed from that 8-inch main extension. If main is added, a 20-foot-wide easement will be required over the main. 6. A streetlight plan will be required, and must conform with the Meridian City Standards and Specifications. 7. Three(3)new streetlights will be required within the right-of-way of North Linder Road. General Conditions of Approval 8. Applicant shall coordinate water and sewer main size and routing with the Public Works Department, and execute standard forms of easements for any mains that are required to provide service outside of a public right-of-way. Minimum cover over sewer mains is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. 9. Per Meridian City Code(MCC),the applicant shall be responsible to install sewer and water mains to and through this development. Applicant may be eligible for a reimbursement agreement for infrastructure enhancement per MCC 8-6-5. 10. The applicant shall provide easement(s) for all public water/sewer mains outside of public right of way(include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility, or 30-feet wide for two. The easements shall not be dedicated via the plat,but rather dedicated outside the plat process using the City of Meridian's standard forms. The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement(on the form available from Public Works), a legal description prepared by an Idaho Licensed Professional Land Surveyor,which must include the area of the easement(marked EXHIBIT A)and an 81/2"x I I"map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted,reviewed, and approved prior to development plan approval. 11. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 9-1-28.C). 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 Page 22 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. 12. All existing structures that are required to be removed shall be prior to signature on the final plat by the City Engineer. Any structures that are allowed to remain shall be subject to evaluation and possible reassignment of street addressing to be in compliance with MCC. 13. All irrigation ditches, canals, laterals,or drains, exclusive of natural waterways, intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42- 1207 and any other applicable law or regulation. 14. Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so,how they will continue to be used, or provide record of their abandonment. 15. Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact Central District Health for abandonment procedures and inspections(208)375-5211. 16. Street signs are to be in place, sanitary sewer and water system shall be approved and activated,road base approved by the Ada County Highway District and the Final Plat for this subdivision shall be recorded,prior to applying for building permits. 17. A letter of credit or cash surety in the amount of 110%will be required for all uncompleted fencing,landscaping, amenities, etc.,prior to signature on the final plat. 18. All improvements related to public life, safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer,an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. 19. Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process,prior to the issuance of a plan approval letter. 20. It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. 21. Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. 22. Developer shall coordinate mailbox locations with the Meridian Post Office. 23. Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill,where footing would sit atop fill material. 24. The design engineer shall be required to certify that the street centerline elevations are set a minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. 25. The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACHD. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans. This certification will be required before a certificate of occupancy is issued for any structures within the project. 26. At the completion of the project,the applicant shall be responsible to submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the project. Page 23 27. A street light plan will need to be included in the civil construction plans. Street light plan requirements are listed in section 6-5 of the Improvement Standards for Street Lighting.A copy of the standards can be found at http://www.meridiancioy.oMIpublic works.aspx?id=272. 28. The City of Meridian requires that the owner post to the City a performance surety in the amount of 125%of the total construction cost for all incomplete sewer,water and reuse infrastructure prior to final plat signature. This surety will be verified by a line item cost estimate provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 29. The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20%of the total construction cost for all completed sewer,water and reuse infrastructure for duration of two years. This surety will be verified by a line item cost estimate provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety,which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. C. DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) https://weblink.meridianciU.orglWebLinkIDocView.aspx?id=259544&dbid=0&repo=MeridianC iv D. NAMPA&MERIDIAN IRRIGATION DISTRICT(NMID) https://weblink.meridiancity.org/WebLink/DocView.aspx?id=259179&dbid=0&repo=MeridianC E. ADA COUNTY HIGHWAY DISTRICT(ACHD) https://weblink.meridiancity.org/WebLink/Doc View.asp x?id=260310&dbid=0&repo=MeridianC Lty IX. FINDINGS A. Combined Preliminary and Final Plat: 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; The City Council finds that the proposed plat is in substantial compliance with the adopted Comprehensive Plan in regard to land use and transportation. (Please see Comprehensive Plan Policies in, Section IV of this report for more information) 2. Public services are available or can be made available and are adequate to accommodate the proposed development; The City Council finds that public services will be provided to the subject property with development. (See Exhibit B of the Staff Report for more details from public service providers.) 3. The plat is in conformance with scheduled public improvements in accord with the City's capital improvement program; Page 24 Because City water and sewer and any other utilities will be provided by the development at their own cost, the City Council finds that the subdivision will not require the expenditure of capital improvement funds. 4. There is public financial capability of supporting services for the proposed development; The City Council finds there is public financial capability of supporting services for the proposed development based upon comments from the public service providers (i.e., Police, Fire, ACHD, etc). (See Section VIII for more information) 5. The development will not be detrimental to the public health, safety or general welfare; and, The City Council is not aware of any health, safety, or environmental problems associated with the platting of this property. ACHD considers road safety issues in their analysis. 6. The development preserves significant natural, scenic or historic features. The City Council is unaware of any significant natural, scenic or historic features that exist on this site that require preserving. Page 25 v IDIAN� AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law, and Decision Order for Request for Reconsideration for Burnside Ridge Estates (H-2021-0070) by Kimley-Horn and Associates, Inc., Located Near the Southwest Corner of S. Linder Rd. and W. Victory Rd., Including 2365 W. Victory Rd., 3801 S. Linder Rd., and Parcels S1226142251, R0831430030, R0831430022, and R0831430010 CITY OF MERIDIAN FINDINGS OF FACT, CONCLUSIONS OF LAW, E FINAL DECISION,DECISION,AND ORDER I D A H O Date of Order: August 9, 2022 Case No.: H-2021-0070 (Burnside Ridge Estates) Applicant: Kimberly-Horn and Associates, Inc. In the Matter of. Request for(1) annexation&zoning of 121.29 acres of land from RUT in Ada County to the R-2 (11.76 acres) and R-4 (109.53) zoning districts and (2) a preliminary plat consisting of 299 total lots (275 single-family residential lots and 24 common lots) on 119.31 acres of land. Pursuant to testimony and evidence received regarding this matter at the public hearing before the Meridian City Council on June 7, 2022, 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: I. The facts pertaining to the 121.29 acres of land ("the Property"), the Applicant's request, and the process are set forth in the staff report for Case No. H-2021-0070, which is fully incorporated herein by reference. 2. The Property is not located within the incorporated area of the City of Meridian. 3. The Applicant is requesting annexation of the Property in order to develop a residential subdivision. 4. The proposed annexation is a Category A annexation under Idaho Code section 50- 222(3)(a). 5. The Property is contiguous to land to the east ("Brundage Estates"), which serves as a point of contiguity for the Applicant's proposed annexation. The City approved a preliminary plat for Brundage Estates in 2016,but a final plat has not yet been recorded, leading the City Council to find that annexation of additional land to the west of Brundage Estates is not a logical expansion of the city limits at this time. 6. The proposed annexation and residential subdivision would result in approximately 157 school-age children, which would adversely impact the West Ada School District's ability to deliver educational services,particularly at Victory Middle School,which is currently operating at 99.6 percent of full capacity, and will be operating at 100 percent of full capacity upon completion of other residential subdivisions previously approved for development in the relevant attendance area. To meet the need for additional school capacity, the West Ada School District states that it may need to transport students to alternate schools, adjust school attendance areas, or add portable classrooms at existing schools. FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2021-0070(Burnside Ridge Estates) Page 1 7. Based on the foregoing, the proposed annexation is not in the best interest of the City of Meridian. B. Conclusions of law. The City Council concludes that: 1. The City Council takes judicial notice of Idaho Code section 50-222, which governs annexations by cities. 2. The City Council takes judicial notice of the Local Land Use Planning Act ("LLUPA"), codified at Chapter 65, Title 67, Idaho Code. 3. The City Council takes judicial notice of the Unified Development Code of the City of Meridian(UDC), all current zoning maps, the City of Meridian Comprehensive Plan, previous land use decisions, and all minutes and maps concerning the priority of growth in the City of Meridian's area of city impact. 4. In order to grant an annexation and rezone, the City Council must make certain findings as delineated in UDC section 11-5B-3, including a finding that the proposed annexation is in the best interest of the City of Meridian. UDC § 11-513-3(E)(5). 5. Because the City Council found that the proposed annexation is not in the best interest of the City of Meridian, the requirements set forth in UDC section 11-5B-3 have not been satisfied, and the proposed annexation shall not proceed. 6. A city's decision to deny a Category A annexation is not subject to judicial review under Idaho Code section 50-222(6). Black Labrador Investing, LLC v. Kuna City Council, 147 Idaho 92, 97, 205 P.3d 1228, 1233 (2009). 7. The purpose of the UDC is to "[c]arry out the policies of the comprehensive plan by classifying and regulating the uses of property and structures within the incorporated areas of the City of Meridian[.]"UDC § 11-1-2(B) (emphasis added). Because the Property is not located within the incorporated area of the City of Meridian, and because the proposed annexation shall not proceed, the City Council is precluded from granting the Applicant's request for a preliminary plat. 8. 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 denies Applicant's request for annexation and zoning of the Property. Further,because the Property is not located within the incorporated area of the City of Meridian, the City Council hereby denies Applicant's request for a preliminary plat. 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 67-652 1(1)(d), if this final decision concerns a matter enumerated in Idaho Code section 67-6521(1)(a), an affected person aggrieved by this FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2021-0070(Burnside Ridge Estates) Page 2 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 section 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 sections 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. IT IS SO ORDERED by the City Council of the City of Meridian, Idaho, on this 9th day of August, 2022. Robert E. Simison 8-9-2022 Mayor By Brad Hoaglun, Council President Attest: Chris Johnson 8-9-2022 City Clerk FINDINGS OF FACT,CONCLUSIONS OF LAW,FINAL DECISION,AND ORDER Case No.H-2021-0070(Burnside Ridge Estates) Page 3 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law for Centerville Subdivision (H-2021- 0046) by Engineering Solutions, LLP, Located at 4111 E. Amity Rd. (including the outparcel to the south) and 5200 S. Hillsdale Ave., at the Southeast Corner of S. Hillsdale Ave. and E. Amity Rd. CITY OF MERIDIAN FINDINGS OF FACT,CONCLUSIONS OF LAW C�f[EFI N,­ AND DECISION&ORDER , In the Matter of the Request for Annexation& Zoning of 40.49 acres of land from RUT to the C-C (2.95 acres),R-8(13.38 acres) and R-15(24.17 acres)zoning districts and a Preliminary Plat consisting of 249 total lots(124 single-family residential lots,79 townhome lots,4 multi-family lots, 4 commercial lots,34 common lots,and 4 other lots) on 38.95 acres of land,by Becky McKay, Engineering Solutions. Case No(s).H-2021-0046 For the City Council Hearing Date of. July 19,2022 (Findings on August 9,2022) A. Findings of Fact 1. Hearing Facts(see attached Staff Report for the hearing date of July 19,2022, incorporated by reference) 2. Process Facts(see attached Staff Report for the hearing date of July 19,2022,incorporated by reference) 3. Application and Property Facts(see attached Staff Report for the hearing date of July 19,2022, incorporated by reference) 4. Required Findings per the Unified Development Code(see attached Staff Report for the hearing date of July 19, 2022, 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(CENTERVILLE SUBDIVISION-FILE#H-2021-0046) - I - 7. That this approval is subject to the Conditions of Approval all in the attached Staff Report for the hearing date of July 19,2022, 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 Annexation and Zoning and Preliminary Plat is hereby approved per the conditions of approval in the Staff Report for the hearing date of July 19,2022, 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 I 1-613-713). 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 11-513-6.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(CENTERVILLE SUBDIVISION-FILE#H-2021-0046) -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 §§ 67-6521(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 July 19,2022. FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(CENTERVILLE SUBDIVISION-FILE#H-2021-0046) -3- By action of the City Council at its regular meeting held on the 9th day of August 2022. COUNCIL PRESIDENT BRAD HOAGLUN VOTED COUNCIL VICE PRESIDENT JOE BORTON VOTED COUNCIL MEMBER JESSICA PERREAULT VOTED COUNCIL MEMBER LUKE CAVENER VOTED COUNCIL MEMBER TREG BERNT VOTED COUNCIL MEMBER LIZ STRADER VOTED MAYOR ROBERT E. SIMISON VOTED (TIE BREAKER) Mayor Robert E. Simison 8-9-2022 By Brad Hoaglun, Council President Attest: Chris Johnson 8-9-2022 City Clerk Copy served upon Applicant, Community Development Department,Public Works Department and City Attorney. By: Dated: 8-9-2022 City Clerk's Office FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(CENTERVILLE SUBDIVISION-FILE#H-2021-0046) -4- EXHIBIT A STAFF REPORT COMMUNITY DEVELOPMENT DEPARTMENT HEARING 11/16/2021, 1/4/2022,&7/19/2022 DATE: Legend 10 Project Location TO: Mayor&City Council ILE FROM: Joe Dodson,Associate Planner 208-884-5533 ffH SUBJECT: H-2021-0046 Centerville Subdivision LOCATION: The site is located at 4111 E. Amity Road'ei�5_ (including the outparcel to the south)and 5200 S. Hillsdale Avenue,at the southeast comer of S. Hillsdale and E. A PCHI Amity, in the NW 1/4 of the NE 1/4 of H Section 33,Township 3N.,Range IE. I. PROJECT DESCRIPTION Annexation&Zoning of 40.49 acres of land from RUT to the C-C(2.95 acres),R-8 (13.3-58 acres)and R-15 (2-744 24.17 acres)zoning districts with a concept plan showing4-594ag4t— family units and 168 multi family units a-ad a pr-eliminai-y plat eensisting of 190 total lots(124 single family residential lots, 35 townheme lots,2 mWfi family lots, 1 eeffiffier-eial let, 1 elubhetise heese,a-ad 27 eemmen lots)219 single-family units and 16 multi-family units and preliminary plat consisting-of 249 total lots(124 single-family residential lots, 79 townhome lots 4 multi-family lots,4 commercial lots, 34 common lots, and 4 other lots)on 38.95 acres of land. 11. SUMMARY OF REPORT A. Project Summary Description Details Page Acreage 40.49 acres(R-8— 13.35 acres;R-15—27.14 acres MWd 2.95 acres) Future Land Use Pes* nation on Medium Density Residential&Mixed Use Neighborhood Ui na 1 Existing Land Use( County residential and vacant land Proposed Land Use(s) Detached single-family residential;townhome residential; future multi-family residential;and a Daycare. Lots(#and type;bldg./common) 190tatallets 124 single 4milyresidefftial lots,35 townhome lots,2 multi family lots, 1 commercial lot, 1 clubhouse house,and 27 common lots 249 total lots�124 single-family residential lots,79 townhome lots,=4 multi- family lots,4 commercial lots,34 common lots,and 4 other�Iots Phasing Plan(#of phases) Proposed as four(4)phases Page 1 Description Details Page Number of Residential Units(type 3-N 219 total units— 159 single family; 169 apaft �^* of units) units(not to.haieally .pa-14 of this, plieatie*, 124 sin$le- family residential units.79 townhome units.and 16 multi- family units(future CUP application is needed required for the MF) Density(gross&net) Gross(overall)—8-1�11 du/ac.(327 219 units/38.95 acre plat); , exeludest ROW,shared drives,dayeare lot,and common area) Open Space(acres,total 5.64 acres of qualified open space OVERALL [%]/buffer/qualified) (approximately 14.48%).Further analysis below in Section V.J. Amenities At least four(4)five 5 qualifying amenities(does not inelade ffftffFe multi family amenities)—Open space in excess of the requirements,picnic area with benches and shade structure,children's play structure,clubhouse and pool,and public art. Physical Features(waterways, Cunningham Lateral bisects the southwest corner of the hazards,flood plain,hillside) property—no floodplain on property. Neighborhood meeting date;#of June 3,2020;June 16,2021—23 attendees attendees: History(previous approvals) No previous application history with City of Meridian B. Community Metrics Description Details Page Ada County Highway District • Staff report(yes/no) Yes • Requires ACHD No Commission Action es/no • Traffic Impact Study Yes(review ACHD Staff Report for specifics; Staff analysis is below in es/no Section V.C) Access Two new accesses are proposed via new local street connections—One to E. (Arterial/Collectors/State Amity along the north boundary and one to S.Hillsdale along the west Hwy/Local)(Existing and boundary. Other access is proposed via two stub street extensions. Proposed) Stub Applicant is proposing to extend two stub street connections—W.Macumbo St. Street/Interconnectivity/Cross from the east(Rockhampton Subdivision of Boise)and, S.Bleachfield Ave. Access from the south boundary(Howry Lane Subdivision). Traffic Level of Service � Amity Road(between site and Eagle)—Better than"B"(1.474/1,540 VPH) Amity Road(between site and Cloverdale)—Better than"B"(182/425 VPH) - Both segments of road are shown as level"F"when proposed project is added into existing traffic counts. Existing Road Network Amity Road and S.Hillsdale are existing.All internal roads proposed would be new development. Existing Arterial Sidewalks/ No sidewalks or buffers along Amity Road frontage nor Hillsdale Avenue Buffers frontage(collector street) Page 2 Description Details Page Proposed Road Capital Improvements Plan(CIP)/Integrated Five Year Work Plan(IFYWP): Improvements • Eagle Road is scheduled in the IFYWP to be widened to 5-lanes from Amity Road to Victory Road in 2021-2022. • Cloverdale Road is schedule in the IFYWP to be widened to 5-lanes from Amity Road to Victory Road in 2025. • The intersection of Eagle Road and Amity Road is scheduled in the IFYWP to be reconstructed as a multi-lane roundabout with 4-lanes on the north leg,4-lanes on the south, 4-lanes east,and 4-lanes on the west leg and is currently under construction. • The intersection of Cloverdale Road and Amity Road is scheduled in the IFYWP to be reconstructed as a multi-lane roundabout with 4-lanes on the north leg,4-lanes on the south leg,4-lanes on the north leg,2-laneson the east leg and 2-laneson the west leg in 2025. • Amity Road is listed in the CIP to be widened to 3-lanes from Eagle Road to Cloverdale Road between 2036 and 2040. Fire Service • Distance to Fire Station Approx.2.9 mile from Fire Station#4(Boise Station 14 is 2.7 miles away) • Fire Response Time This project does not fall within the Meridian Fire response time goal of 5 minutes.If Station 7 is approved,response times will improve. • Resource Reliability Fire Station#4 reliability is 78%(below goal of 80%). • Risk Identification Risk Factor 2—residential with hazards(multi-family and waterway) • Accessibility Proposed project meets all required access,road widths,and turnarounds. Proposed phasing plan shall be adhered to;any changes in the phasing shall be approved by the Fire Department. Applicant shall have strict adherence to proposed phasing plan. Police Service • Distance to Station Approximately 5.6 miles from Meridian Police Department • Response Time Approximately 4.5-minute response time to an emergency. • Call Data Between 7/1/2019-6/30/2021,the Meridian Police Department responded to 900 calls for service within a mile of the proposed development.The crime count on the calls for service was 71. See attached documents for details. Between 7/1/2019-6/30/2021,the Meridian Police Department responded to 25 crashes within a mile of the proposed development. See attached documents for details. • Additional Concerns None West Ada School District Estimated Additional School 123 estimated children at full build out(.7 per SF dwelling, A per MF dwelling) Aged Children • Distance(elem,ms,hs) 0.2 miles to Hillsdale Elementary 1.7 miles to Lake Hazel Middle School 5.miles to Mountain View High School • Capacity of Schools Hillsdale Elementary—700 students Lake Hazel Middle School— 1,000 students Mountain View High School—2,175 students • #of Students Enrolled Hillsdale Elementary—626 students Lake Hazel Middle School— 1,029 students Mountain View High School—2,457 students School of Choice Options • Christine Donnell Elementary(Arts)—2.8 miles away(505 enrolled w/capacity of 500) • Spalding Elementary(STEM)—4.3 miles away(677 enrolled w/capacity of 750 Wastewater Page 3 Description Details Page • Distance to Sewer NA Services • Sewer Shed South Black Cat Trunkshed • Estimated Project Sewer See application ERU's • WRRF Declining 14.17 Balance • Project Consistent with Yes W W Master Plan/Facility Plan • Impacts/Concerns •Additional 15,709 gpd committed to model. •Ensure no permanent structures(including but not limited to trees,bushes, buildings,carports,trash receptacle walls,fences,infiltration trenches,light poles,etc.)are built within the utility easements. Water • Distance to Services 0' • Pressure Zone 4 • Estimated Project Water Sec application ERU's • Water Quality Concerns None • Project Consistent with Yes Water Master Plan • Impacts/Concerns •Ensure no permanent structures(including but not limited to trees,bushes, buildings,carports,trash receptacle walls,fences,infiltration trenches,light poles,etc.)are built within the utility easement. COMPASS—Communities in Motion 2040 2.0 Review Housing w/in 1 mile 3,190 Jobs w/in 1 mile 670 • Ratio 0.2—Indicates an employment need(ratio between 1-1.5 is considered healthy ratio) Farmland Consumed? Yes Nearest Bus Stop 2.6 miles Nearest Public School 0.1 miles Nearest Public Park 0.1 miles Nearest Grocery Store 2.4 miles(an Albertson's grocery store is under construction within 0.75 miles) Recommendations See agency comment section for link to full file. Distance to nearest City Park 1/4 mile to Hillsdale Park and YMCA(9.54 acres in size)directly west of the (+size) proj ect. Page 4 C. Project Area Maps Future Land Use Map Aerial Map Legend Legend Project Location a Project Location M_ ediumr�enty� Residential ® MU-C r� i, Low Density Residential .• ' * '� E 555yyy Zoning Map Planned Development Map Legend R4➢ RUT R8 Legend L-11t�LLLo Project Location RSW Project Location R-8 y! City Limits RSW Planned Parcels ; FR FM C-C RUT RUT R-$ R8 ® ' RUTS R"$ RSW R-8 C�fV _•� -- R-8—RUT R-15 Cr=N a C-N ® R4 ® i zR4 d ° III. APPLICANT INFORMATION A. Applicant: Shari Stiles,Engineering Solutions— 1029 N. Rosario Street, Suite 100,Meridian,ID 83642 B. Owner: Corey Barton,Endurance Holdings,LLC— 1977 E. Overland Road,Meridian, ID 83642 C. Representative: Becky McKay,Engineering Solutions— 1029 N. Rosario Street, Suite 100, Meridian, ID 83642 Page 5 — IV. NOTICING Planning& Zoning City Council Posting Date Posting Date Newspaper Notification 7/23/2021 1^13Tor�1/2021 7/3/2022 Radius notification mailed to properties within 500 feet 7/20/2021 1^1'�21 6/30/2022 Site Posting 8/1/2021 "ic�T 7/11/2022 Nextdoor posting 7/20/2021 1^�'�2 6/30/2022 V. STAFF ANALYSIS A. Future Land Use Map Designation(https:llwww.meridiancitE.or /g compplan) The subject project area contains two future land use designations,Mixed-use Neighborhood (MU-N) and Medium Density Residential(MDR),with the MDR designation taking up a larger area of the project, approximately 80%of the project area. Mixed-Use Neighborhood(MU-N)—The purpose of this designation is to assign areas where neighborhood-serving uses and dwellings are seamlessly integrated into the urban fabric. The intent is to avoid predominantly single-use developments by incorporating a variety of uses. Land uses in these areas should be primarily residential with supporting non-residential services.Non- residential uses in these areas tend to be smaller scale and provide goods or services that people typically do not travel far for(approximately one mile)and need regularly. Employment opportunities for those living in the neighborhood are encouraged. Connectivity and access between the non-residential and residential land uses is particularly critical in MU-N areas. Tree- lined,narrow streets are encouraged. Medium Density Residential(MDR)—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 subject property has two future land use designations on the property, as noted directly above. The majority of the site is designated Medium Density Residential(approximately 31 acres to 8 acres of MU-N) which calls for a different type of lot size and density than the Howry Lane Subdivision directly to the south which is designated as low density residential(LDR). The subject project is comprised of three county parcels located at the southeast corner of E. Amity and S. Hillsdale, directly east of Hillsdale Elementary and the South Meridian YMCA. The relatively small area of MU-N on this site is part of a larger mixed-use area further to the west that encompasses approximately 70 acres. Approximately half of this mixed-use area is approved for residential development(Hills Century Farms North)with the remaining area being comprised of commercial zoning that includes self-storage, an urgent care, medical/dental offices, assisted living facility and some vacant commercial lots. Therefore, the applicant has not proposed to incorporate additional neighborhood serving uses and meet all of the comprehensive plan policies for this designation. Instead, the Applicant is proposing a mixed-use residential project more in line with the MDR designation. However, the proposed and approved commercial uses in this mixed-use area to the west have not been neighborhood serving uses and instead more community serving uses have been constructed; uses intended to be utilized by the nearby neighborhoods AND areas further away. The Applicant is including a lot along S. Hillsdale Ave. within the requested R-1 S zoning district Page 6 to be a future daycare facility that is consistent with neighborhood serving uses envisioned by the comprehensive plan for this area. Staff is unaware of future uses in the undeveloped commercial lots along Amity that are part of the adjacent project however, additional neighborhood and community serving uses may develop in the area. In addition, Staff does not find it feasible to anticipate future residents of this development to walk to the new Albertson's grocery store being constructed at the northwest corner of the Eagle/Amity intersection which is approximately Y, of a mile to the west because it will require three arterial street crossings with the new roundabout design. However, a grocery store within a mile of the proposed development is still a benefit to this development and this area of the community.Additional school capacity is anticipated by the school district who owns the 40 acres directly northwest of the proposed development. Staff does have concerns with the lack of neighborhood serving uses in this area. Staff believes replacing two of the multi family buildings at the southeast corner of Hillsdale and Hill Park with a multi-tenant commercial building may include neighborhood commercial users like a restaurant, salon, convenience store, or other retail businesses. Therefore, Commission and Council should determine if more commercial is desired for the development. In addition to the preferred uses and some site design elements of the project, the future land use designations also determine the allowed gross density. The existence of two designations within the project determine how the calculation of density can occur for this project. Overall, the Applicant is proposing an overall gross density of 8.4 du/ac which, when rounded down per the comprehensive plan allowances, is at the maximum allowed density of the MDR designation (3-8 du/ac).In addition, it should be noted that this density includes 168 multi family units that are not apart of the current application requests and will require future Conditional Use Permit(CUP) approval from the City. Staff has analyzed the density of this project with the inclusion of the multi family units as that is the intended use and intensity of the site. The MU-N designation allows residential uses at a gross density range of 6-12 du/ac and each designation's "boundary"can be used throughout the project because future land use designations are not parcel specific. The Applicant has proposed transitional lot sizes and density within this project along the perimeter to match the lot sizes of existing development to the east and south. Smaller lot sizes are proposed towards the interior of the project culminating in the multi family lots (highest density) along the west boundary and at the very northwest corner of the development. On the submitted preliminary plat, the Applicant has provided three (3)gross density calculations for the project based on overall area and the two requested zoning designations and their areas, the R-8 &R-1 S zoning districts—all three calculations fall within the allowable ranges for the MDR and the MU-N designation. If you were to take only the multi family area, the gross density is approximately 20 units to the acre. Because of the transitional density proposed in the project, Staff is taking the overall gross density calculation and analyzing it against the MDR density range (3-8 du/ac), the more restrictive density range of the two applicable future land use designations. As noted above, the overall gross density proposed lies near the absolute maximum allowed(8.4 du/ac can be rounded down to 8 du/ac per the comprehensive plan)for the future land use designation of MDR. For this simple fact, Staff recommends a reduction in the maximum number of multi family units allowed with a future CUP to bring the overall density below the 8 du/ac without needing to utilize the allowable rounding. Staff has calculated that this would require a loss of 16 multi family units throughout the site. However, in addition to the general density discussion for the proposed development, Staff finds it pertinent to discuss the Community Planning Association of Southwest Idaho (COMPASS)data provided to the City for this development. In that document COMPASS has noted an approximate job to housing ratio within Page 7 one(1) mile of the project site of 0.2 which indicates a need for more employment in this area (a healthy ratio, according to COMPASS, is in the 1.0—1.5 ratio). Two factors play heavily into this calculation—the number of housing units and the amount and type of commercial uses in the area. Staff has already discussed concern with the amount of neighborhood serving commercial in the immediate area of the project site but neighborhood character, traffic, and overall density also play roles in the amount and design of the future multi family component of this project. Mixed-use designations call for multi family residential to be nearby commercial development and arterial streets but with the proposed gross density, existing character of the surrounding areas, and E.Amity operating at a LOSE(worsening with the proposed development with no plan to expand until 2036),Staff finds that limiting a majority of the multi family units to two- story structures instead of three-stories is prudent planning and would bring the overall density of the project down to a level that is more serviceable by existing transportation facilities, emergency services, and schools.Please see comments from applicable agencies and departments in regards to these points. Staff has included a DA provision in Section WILAI to limit the heights of all of the apartment units to two-stories except for the two 24 plex buildings in the second row of the multi family area,per these discussion points. If Commission and Council determine additional neighborhood serving uses should be incorporated into this development, this will also impact the number of multi family units that can be constructed on the site.At a minimum, this would be a reduction of 40 multi family units bringing the overall gross density of the Centerville Subdivision to 7.37 du/ac. It will reduce the number of cars on the road, the number of children in our overcrowded schools, and more appropriately match the heights of homes proposed in this development, detached or otherwise.If it is found by Commission and Council that additional neighborhood serving uses should be added and a further reduction in residential units is warranted, it would provide better transition from Hillsdale Avenue and help the project be more consistent with the Comprehensive Plan. 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 VIII.A1. 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.A final plat will not be accepted until the DA is executed and the AZ ordinance is approved by City Council. B. Comprehensive Plan Policies(https://www.meridiancity.or /g compplan): As discussed above,the proposed project includes an area that is designated as Mixed-Use Neighborhood.Because this project has a relatively small area of this larger mixed-use area Staff does not find it necessary to discuss the project in accord with each mixed-use policy. However, some policies are still applicable and have been included below. The applicable Comprehensive Plan policies are cited below with Staff analysis in italics: "Avoid the concentration of any one housing type or lot size in any geographical area;provide for diverse housing types throughout the City"(2.01.01G). Centerville Subdivision proposes different housing types and lot sizes within the project to include single-family detached, alley-loaded townhomes,front-loaded townhomes, and multi family units (future Conditional Use Permit submittal). The Applicant is proposing the detached single-family with varying lot sizes that get smaller towards the interior of the site. Staff finds the proposed housing diversity would offer new housing types in the immediate area as a majority of the area is comprised of standard detached single-family lots. "Require all new development to create a site design compatible with surrounding uses through buffering, screening,transitional densities,and other best site design practices"(3.07.01A). The Page 8 proposed site design incorporates transitional densities and lot sizes from the existing residential development to the south and east(Rockhampton Subdivision of Boise). The Applicant has matched the property lines of the properties directly abutting the east and south boundaries to ensure compatible lot and home sizes to those existing homes. The lot sizes decrease and the density increases towards the interior of the site culminating in an area of multi family residential along S. Hillsdale Avenue and a commercial lot for a future daycare facility. Staff finds the proposed project is compatible with surrounding residential development because of the transitional densities proposed. S. Hillsdale Avenue, a collector street, abuts the site along the west boundary with E. Amity Road, an arterial street, abutting the northern boundary. The Applicant's choice to place the highest density residential and the commercial lot along these corridors is a best design practice. Furthermore, as discussed above, other commercial uses are constructed or planned on the west side of Hillsdale in addition to a community park, a YMCA, and the Hillsdale Elementary School. Stafffinds the inclusion of multi family residential nearest to the commercial uses but separated by the required landscape buffer and a collector street creates a compatible project with all surrounding uses. "Establish and maintain levels of service for public facilities and services,including water, sewer, police,transportation, schools, fire, and parks" (3.02.01 G).All public utilities are available for this project site due to the existing network abutting the site to the east and north,per Public Works comments. Subsequently, all public utilities will be extended at the Applicant's expense in order to connect to the existing services within the right-of-way. Currently, this project is not within the Fire Department's response time goal offive (5) minutes. Per Meridian Fire comments, construction of Station 7 next to Discovery Park would help in response times for this area. Currently, a majority of the residential development to the south and southwest are also outside of the response time goal. West Ada School District has offered comments on this project and estimates 123 additional school aged children from this development. Hillsdale Elementary abuts the subject site directly to the west. In addition, there are schools of choice in this area and are noted in the community metrics section in Section II above. The Applicant has discussed with ACHD and the school district to incorporate a new dedicated crossing at E. Hill Park Street and S.Hillsdale to help elementary aged children and parents walk to the school and the YMCA. The adjacent roadways will be impacted by this development, as discussed above and in the Access section in this report. Therefore, Staff has recommended lesser density and more commercial to improve the walkability of this area of the City. See Section VII.F for access and transportation analysis, including Traffic Impact Study summary and analysis. "Preserve,protect, and provide open space for recreation, conservation,and aesthetics" (4.05.0117). The proposed project offers open space that exceeds the minimum requirements in the unified development code (UDC) and includes a large centralized open space area that is slightly under 2 acres in size and is easily accessible via pedestrian connections from anywhere in the project. In addition, the entire development will share the open space and amenities which add to the walkability and usability of the open space within this development. The proposed centralized open space and pedestrian connectivity to it is an example of what the comprehensive plan and our development code currently aims to deliver to Meridian residents. "Require pedestrian access connectors in all new development to link subdivisions together and to promote neighborhood connectivity as part of a community pathway system." (6.01.0111). The Applicant is proposing to extend the two streets stubbed to this property which includes extending Page 9 the attached sidewalks into this development.Around the perimeter and throughout this development,pedestrian facilities are proposed that would be needed additions to the sidewalk network in this area of development for both Meridian and Boise. In addition, the Applicant is proposing to work with ACHD to construct a dedicated crossing at Hill Park Street and Hillsdale so there is an additional safe route to Hillsdale Elementary on the west side of the adjacent collector street. "Support the inclusion of small-scale neighborhood commercial areas within planned residential developments as part of the development plan,where appropriate." (3.06.02A). With the inclusion of the Mixed-Use Neighborhood future land use designation on this property, the Applicant has decided to propose one commercial lot with this project; the subject lot is shown as a future daycare facility. No other commercial uses are proposed for the development. Further analysis is above in the previous section including a recommendation that the development lose units and include more neighborhood serving uses. Mixed Use Policies: "Community-serving facilities such as hospitals,clinics, churches, schools,parks,daycares,civic buildings, or public safety facilities are expected in larger mixed use developments." The Applicant is proposing one commercial building lot that is to be reserved for a future daycare facility. Staff appreciates its inclusion into the project. "Residential uses should comprise a minimum of 40%of the development area at gross densities ranging from 6 to 12 units/acre." The MU-N designation on this site is part of a larger mixed use area further the west and includes approximately 70 acres overall. Based on rough calculations and including the proposed future multi family component of this project, this MU-N area will be comprised of approximately 58%residential development, exceeding the minimum amount of 40%noted in this policy. "Three specific design elements should be incorporated into a mixed use development: a)street connectivity,b)open space, and c)pathways."Although no multi-use pathways are required with this development due to one already in existence on the west side of S. Hillsdale Avenue and none being shown on the Master Pathways Plan adjacent to the development area, the Applicant is proposing to construct a multi-use pathway segment along the Amity frontage. Furthermore, the subject development is proposed with sidewalks and micro pathways throughout the project that connect open space, amenities, the commercial lot, and the perimeter pedestrian facilities.All of these facts make the open space and pedestrian connectivity component of the project compliant with this policy. Staff finds this development to be generally consistent with the Comprehensive Plan. C. Access(UDC 11-3A-3): Main access to the project is proposed via two new local street connections—one to S. Hillsdale Avenue(collector street)and one to E. Amity Road(arterial street). In addition,the Applicant is extending two local stub streets into the site—one from the east(W. Macumbo Street) and one from the south(S. Bleachfield Avenue). The two local street connections are both located near the southeast corner of the project but do not directly connect. Originally,they did connect more directly but at the first neighborhood meeting concerns were raised about cut-through traffic. So,the Applicant revised the road layout to replace that street connection with a pedestrian connection. The Access from Amity Road aligns with an approved access to the Shelboume South Subdivision located on the north side of Amity and has been approved by ACHD(further analysis is below in the Traffic Impact Study section). The Hillsdale Avenue access aligns with E. Hill Park Street on the west side of the Page 10 collector street and is proposed to provide the main accesses to the future multi-family residential and the daycare facility. Upon review by ACHD,the successive driveways proposed on the Hill Park Street extension did not meet district offset policies for full accesses. So,the Applicant added a 10-foot wide landscaped median 75 feet into the site to restrict the first two driveways to right-in/right-out only accesses. ACHD approved this revision, as seen on the revised preliminary plat. Staff supports this change in the traffic patterns to help assist with ingress and egress for the multi-family area of the site. This does not affect the overall traffic patterns for the site. Per the submitted plat and concept plan, the multi family area of the site is separated by one of the main entrances to the site, E. Hill Park Street. This segregation of areas includes the Clubhouse and Pool being on the opposite side of Hill Park Street from the highest number of multi family units.Although the Applicant is showing striping across this public road to help delineate the pedestrian walkway, Staff does not find this offers enough traffic calming for this anticipated high-trafficked pedestrian crossing. Therefore, Staff is recommending a condition of approval to add an approved traffic calming measure at the pedestrian crossing shown on the east side of the clubhouse lot traversing E. Hill Park Street. Traffic Impact Study Analysis: The proposed project proposes more than 100 units and therefore requires a Traffic Impact Study (TIS). The Applicant's traffic impact study has been analyzed by ACHD and specific conditions of approval are outlined in their staff report(see exhibit VIII.1). Despite ACHD analyzing and discussing the TIS in their own report, Staff finds it necessary to highlight the main points of discussion and road improvement requirements, specifically those related to the main access points for the project. According to the TIS, the proposed development is estimated to generate 2,599 additional vehicle trips per day and 266 additional trips per hour in the PMpeak hour. Both the TIS and ACHD recommend multiple improvements to the adjacent public roadways with the first phase of development for Centerville Subdivision due to the level of service on Amity Road reaching level "F"once 60 additional PMpeak hour vehicle trips are generated, which equates to the first phase of development. Below are the required improvements that Staff is also including as DA provisions: Summary of Improvements Re uired by ACHD Intersection Improvement Threshold Hillsdale Avenu&Amity Road Interim Signal 60 RIu1 peak hour trlps Amity Road/Amorita Avenue Dedicated eastbound right-turn With first phase of lane and westbound left-turn development lane Amity Road is scheduled to be widened to a 3-lane arterial between 2036 and 2040 and the TIS recommends placing this corridor as a high priority corridor to move the road widening project up in the ACHD CIP. In the interim, the turn lane improvements will be required with the first phase of development to help mitigate traffic concerns and provide safer traffic movement at the Amity Road project entrance. The Hillsdale Avenue/Amity Road intersection is shown on the Master Street Map to be reconstructed with a single-lane roundabout in the future but there is currently not enough right- of-way to require its construction at this time. Instead, the TIS and ACHD require an interim signal be installed at this intersection. Staff anticipates the improvements required by ACHD should help traffic flow and provide safer access to and from the proposed development. Page 11 In addition to vehicular improvements to the adjacent public roadways, safe pedestrian access to Hillsdale Elementary to the west is discussed within the TIS and was of great concern by adjacent residents. In response, ACHD recommends installing a Rapid Rectangular Flashing Beacon (RRFB) crossing at either the Rockhampton/Hillsdale intersection south of this project or at the Hill ParklHillsdale intersection. The Applicant and West Ada staff have discussed this and the Applicant has proposed to construct this dedicated crossing at the Hill Park/Hillsdale intersection because there is an existing crossing just south of the Rockhampton/Hillsdale intersection. This would offer an additional safe crossing for current and future residents to access the public facilities on the west side of S. Hillsdale Avenue. As additional residential density is added to this area, the mitigation methods utilized by the Applicant becomes increasingly important.In addition, expected road improvements and right- of-way requirements are important analysis factors in determining if a project should be annexed and approved for development. Therefore,Staff does have concern over the estimated increase of traffic from this development to this area with Amity Road in its current two-lane configuration.However, the required mitigation improvements may help disperse the added traffic from this development, according to the TIS and ACHD.As noted above, this factors into staffs recommendation to limit the future multi family residential to 128 units(a loss of 40 units) and reduce the overall density by one(1) unit per acre to 7.34 du/acre. D. Existing Structures/Site Improvements: The subject development consists of 3 parcels and originally contained two homes with associated accessory buildings. The home located along Amity Road is still on the property and the property is currently being used for agricultural production—it will be removed prior to development of the property. The manufactured home in the southwest corner of the site was removed in 2021.No other site improvements are currently known. E. Proposed Use Analysis: The Applicant is proposing multiple uses and different types of residential uses within this development—daycare facility, detached single-family, front-loaded townhomes,alley-loaded townhomes, and multi-family residential. In addition,a clubhouse with a pool is shown on the preliminary plat and is intended to be used by entire development,not just the future multi- family. Multi-family residential is a conditional use in the R-15 zoning district per UDC Table 11-2A-2 and is not a part of the application requests at this time—the Applicant will be required to submit a future CUP application if the Annexation and Zoning and Preliminary Plat requests are approved and conceptually include the multi-family residential use as proposed. All other proposed residential uses are principally permitted uses in the R-8 and R-15 zoning districts. Townhome single-family residential requires Design Review so Staff will analyze the proposed elevations in more detail with that future application. The Applicant has provided a phasing plan notating the project is to be constructed in four(4) phases and shows a majority of the single-family portion of the site to be developed in the first two phases and includes the accesses to Amity and Hillsdale Ave. and the large central open space in the first phase of development. The phasing plan shows the extension of the existing stub streets into the site and the remaining detached single-family occurring with the second phase of development. A majority of the multi-family is proposed with phase 3 and would also include the daycare facility. Lastly,the proposed clubhouse and pool,the remaining multi-family, and the only front-loaded townhomes (at the very southwest corner of the site)is proposed with the fourth and final phase of development and is located in the southwest quadrant of the project. As discussed in the comprehensive plan analysis sections above, Staff finds the proposed uses and the proposed transitional densities/lot sizes offer appropriate and adequate transition from the Page 12 existing neighborhoods. With Staffs recommended revisions to the multi family building heights, Staff finds the proposed development would not only be compatible with the surrounding neighborhoods but also enhance the existing character of this area. Specifically, all of the detached single-family lots proposed along the south and east boundaries are nearly identical in size and almost align with the existing lot lines of the adjacent residential developments. The Applicant has proposed these homes and those directly across the new local street to be within the R-8 zoning district which matches the zoning to the south (Boise zoning is different than Meridian's but the R-8 zoning is comparable to that zoning of the Boise subdivision to the east). The remaining area of the site is proposed with the R-15 zoning district and the next band of building lots proposed are smaller in lot size as they move closer to the centralized open space and are still detached single-family building lots. West of the centralized open space and acting as a transitional housing type between the detached component of the project and the multi family component is a block of alley-loaded townhomes that are multiple three Alex buildings. These homes have their front doors facing to the east towards a new local street and utilize the easternmost drive aisle of the multi family development for vehicular access to a tuck under garage. This allows a parkway with street trees to be incorporated into the streetscape of this street(shown as S. Stockport Way)and offers both a more attractive streetscape and a different housing type for this development. In addition, Stafffinds it is a practical and appropriate transitional housing type between traditional detached single-family and the proposed multi family along Hillsdale Ave. The Applicant is also reserving a building lot for a future daycare facility at the northeast corner of the Hill Park Street and Hillsdale Avenue intersection. This use is permitted by right in the requested R-15 zoning district so there is no need to propose any commercial zoning to include this use. To help ensure this use is constructed, Staff is including a DA provision that Lot 30, Block 1,per the submitted pre plat, is reserved for a future daycare facility only. Staff notes that the inclusion of this commercial use is precisely what this area calls for and needs as more residential homes are constructed and because it is located so close to an elementary school. Because of these facts, Staff is recommending that this lot be platted with Phase I development instead of with Phase 3 as currently shown on the proposed phasing plan. Staff understands the daycare use is currently in high demand throughout the City so including its platting with Phase I is logical. This does not require that it is constructed with Phase 1 but it gives the Applicant more opportunity to construct it earlier in the process than with Phase 3 (likely years after Phase 1) as currently proposed. With Staffs recommended revisions noted throughout the staff report, Stafffinds the proposed uses within this development match and enhance the existing neighborhood and commercial character of the immediate area. F. Dimensional Standards(UDC 11-2): The proposed building lots appear to meet all UDC dimensional standards for the requested R-8 and R-15 zoning districts in lot size, lot frontage, and proposed uses. All subdivision developments are also required to comply with Subdivision Design and Improvement Standards(UDC 11-6C-3). The Applicant has proposed two common driveways as part of the detached single-family portion of the site(Lot 28, Block 3 &Lot 11, Block 5). Code has recently been revised to limit the number of units taking access from a common drive to four(4) total units, with no more than three (3) being allowed on one side of the drive. The submitted preliminary plat shows three (3) units taking access from each common drive. Staff ,finds the proposed project complies with the subdivision design and improvement standards. Page 13 G. Parking(UDC 11-3C): Off-street parking is required to be provided in accord with the standards listed in UDC Table 11- 3C-6 for single-family and multi-family dwellings based on the number of bedrooms per unit. The single-family portion of the site(townhomes and detached)must comply with these standards and will be confirmed at the time of building permit submittal. Note: all local streets are proposed as 33 foot wide street sections which allow for on-street parking where no driveways or mailboxes exist. On-street parking cannot count for the number of off-street parking spaces required for detached single-family residential. The Applicant has provided data regarding the future multi family portion of the site on the submitted preliminary plat and shows 28 parking spaces in excess of code requirements based on the original request of 168 units (358 total spaces proposed; 330 minimum required). It is not clear if this parking includes the spaces required for the clubhouse which has been required to include parking at the standard nonresidential ratio of one space for every 500 square feet of gross floor area. The Applicant is showing dedicated parking for the daycare facility but the size of the building is not yet known so Staff will ensure adequate parking is included for that use with a future Certificate of Zoning Compliance application. A future CUP application will verify the minimum number ofparking spaces required for the multi family development based on the number of bedrooms per unit and the required guest parking(1 space for every 10 units) that should be in effect at the time of CUP submittal. Furthermore, with Staffs recommended reduction in multi family units,parking should not be an issue for the multi family area. The Applicant did not submit a separate parking plan for review. H. Sidewalks(UDC 11-3A-17): 5-foot wide attached sidewalks are proposed along all of the proposed local streets serving the detached single-family homes. 5-foot wide detached sidewalks with parkways are proposed adjacent to S. Stockport Way(the dividing street between the detached and townhome products), along E. Hill Park Street(the entrance to the site from Hillsdale Ave.),throughout the future multi-family development, and along both Hillsdale Ave. and Amity Road. The proposed sidewalks meet the standards listed in UDC 11-3A-17. The sidewalks in this development create connections throughout the project including to and from the multi-use pathway segment along Amity Road to the large open space area in the center of the development. All open space areas also appear to be directly adjacent to sidewalks and include micro paths which add to the pedestrian accessibility of the development and surrounding neighborhoods. Specifically, this development would add additional and safe routes to Hillsdale Elementary by extending existing pedestrian facilities from the adjacent subdivisions. In addition, the Applicant has worked with ACHD and West Ada School District to include construction of a dedicated Rapid Flashing Beacon (RRFB) crossing from this development to the west. This crossing is proposed at the intersection of E. Hill Park and S.Hillsdale and would provide an additional safe crossing for children from all areas east of Hillsdale Ave./Stockenham Way to get to and from school, the YMCA, and the public park safely. Therefore,Staff supports the sidewalk and overall pedestrian facilities for this development. I. Landscaping(UDC 11-3B): A 35-foot wide street buffer is required adjacent to E.Amity Road,an arterial street and entryway corridor, landscaped per the standards listed in UDC 11-3B-7C. At least a 35-foot wide common Page 14 lot is depicted along Amity Road on the revised preliminary plat and the submitted landscape plans appear to show landscaping in excess of code requirements. A 20-foot wide landscape buffer is required adjacent to S. Hillsdale Avenue,a collector street— the revised plat and landscape plans also show compliance with this requirement. The submitted landscape plans appear to show the correct amount of landscaping per the UDC standards for the landscape buffers. Landscaping is required along all pathways (including micro-pathways) in accord with the standards listed in UDC 11-3B-12C. The total lineal feet of all pathways with the required and proposed number of trees are not included in the Landscape Calculations table on the submitted landscape plans. This should be corrected prior to Final Plat submittal. However,the correct number of trees appear to be shown on the submitted plans. The Applicant has proposed a micro- path in the southeast corner of the site to connect two blocks and the correct number of trees is shown on the landscape plans but there are no trees shown adjacent to the pathway to offer any shade. The pathway segment is slight over 100'which requires only one tree adjacent so the Applicant should move one tree from a portion of this common lot and place it next to the pathway to comply with UDC 11-3B-12C. The Cunningham Lateral currently bisects the very southwest corner of the project site so the Applicant is proposing to pipe and reroute this lateral placing it along the southern and eastern property boundaries in this area of the site. To help this area be more than simply a wide swath of grass, the Applicant is proposing a gravel path over the lateral that circumvents the front- loaded townhomes and connects from S. Hillsdale to one of the internal streets. Because of the irrigation easement associated with the lateral, no trees are allowed within its easement which presents an issue since the Applicant's open space exhibit shows this area as qualifying open space.In order to qualify as open space, the Applicant is required to landscape this area per code. With the encumbrance of the irrigation easement, the Applicant should submit for Alternative Compliance with the first Final Plat application to propose how the existing landscape plan meets or exceeds code requirements or propose an alternative that meets these standards. Common open space is required to be landscaped in accord with the standards listed in UDC 11- 3G-3E. The total square footage of common open space and the required number of trees to demonstrate compliance with UDC standards is included in the Landscape Calculations table and meets UDC requirements. J. Qualified Open Space (UDC 11-3G): Despite multi-family residential being the focus of a future CUP application the open space exhibit submitted by the Applicant is intending to show compliance with the standards for both the standard 11-3G-3 and the multi-family specific use standards in UDC 11-4-3-27. A minimum of 10%qualified open space meeting the standards listed in UDC 11-3G-3B is required for the overall development,including the multi-family portion of the project. Based on the proposed plat of 38.95 acres, a minimum of 3.9 acres of qualified common open space should be provided to satisfy the requirements of 11-3G-3. In addition,because there is a multi-family development within a residential zoning district,the common open space standards listed within the specific use standards,UDC 11-4-3-27, also apply. Based on the requested number of multi-family units of 168,the minimum amount of open space required to satisfy the specific use standards is 0.96 acres of common open space. However,with Staff s recommended cap of 128 multi-family units, the minimum amount required would be 32,000 square feet, or approximately 0.74 acres. Combined,the required amount of minimum qualifying open space that should be provided is 4.86 acres,without Staffs revisions in place.This is reduced to 4.64 acres if Staffs Page 15 recommendations are approved.The Applicant's open space exhibit shows a total of 5.64 acres(approximately 14.5%) of qualifying open space but it is unclear exactly how much of this area is for each code section.Regardless,the total amount exceeds the minimum required and it is clear per the open space exhibit and the landscape plans that the minimum 10% open space is met with this preliminary plat(see Exhibit VII.C). The future CUP application for the multi-family development will be required to show that the open space requirements in the specific use standards are met.The qualified open space consists of the required street buffers,the large centralized open space lot,and other smaller open space areas throughout the site that include additional pedestrian connectivity through the site. These areas exceed the minimum UDC requirements. K. Qualified Site Amenities (UDC 11-3G): Based on the area of the proposed plat(38.95 acres), a minimum of two (2) qualified site amenities are required to be provided per the standards listed in UDC 11-3G-3C. The future CUP application and Commission meeting will determine the number of amenities required per UDC 11-4-3-27 for the multi-family portion of the site because it is proposed with over 100 units. The applicant proposes at least four(4) qualifying amenities to satisfy 11-3G-3 requirements; open space in excess of the requirements,picnic area with benches and shade structure, children's play structure, and public art. The Applicant is showing a clubhouse with a pool and tot-lot in the southwest area of the site and another tot-lot area in the northwest area of the site. These are located within the multi-family area of the development but all open space and amenities would be shared by everyone in the development. With the future CUP application,the Applicant will be required to show the amenities proposed throughout the entire site are enough to satisfy the specific use standards for multi-family development; additional amenities above what are being shown on the concept plan may be required. L. Fencing(UDC 11-3A-6, 11-3A-7): All fencing is required to comply with the standards listed in UDC 11-3A-7. Fencing is proposed as shown on the submitted landscape plans and appears to meet UDC requirements. M. Building Elevations(UDC 11-3A-19 I Architectural Standards Manual): The applicant has submitted conceptual renderings of the housing types proposed with this project.Attached single-family homes(townhomes) and multi-family structures require Administrative Design Review(DES)approval prior to building permit submittal and will be handled with those future application submittals. The conceptual renderings submitted for all building types show multiple finish materials, roof profiles, home sizes, and color concepts. Based on the submitted renderings, Staff does not anticipate major issues or changes with future design review applications. Staff will ensure compliance with the ASMfor both the townhome and multi family residential when those applications are submitted. N. Waterways(UDC 11-3A-6): A segment of the Cunningham Lateral crosses the southwest corner of the subject project site. The Applicant is proposing to pipe and reroute this relatively small segment of the lateral and place it along the south and west boundaries of the site to provide more usable area for the development. Fencing and landscaping have been analyzed in other sections of the report that include analysis on the open space proposed over the new lateral easement area. Page 16 The Applicant's proposal has been analyzed against UDC 11-3A-6 and Stafffinds the proposal to pipe this segment of the Cunningham Lateral is compliant with code. VI. DECISION A. Staff: Staff recommends approval of the requested annexation and zoning with the requirement of a Development Agreement and approval of the requested preliminary plat application per the conditions of approval in Section VIII and the Findings in Section IX of this staff report. B. The Meridian Planning&Zoning Commission heard these items on August 12,2021 and October 21,2021.At the public hearing,the Commission moved to recommend approval of the subject Annexation and Zoning and Preliminary Plat requests. 1. Summary of Commission public hearing_ a. In favor: Bec McKay,Applicant Representative. b. In opposition: Please see public record here. C. Commenting. Becky McKay; d. Written testimony: A number of written testimonies were submitted, a vast majority of which were against the project. Please see the public record for these records— testimoU. e. Staff presenting application: Joseph Dodson,Associate Planner f. Other Staff commenting on application:None 2. Key issue(s) public testimony_ a. Allocation of density and lot sizes throughout the site relative to existing residential in the area; b. Desire to have more commercial and less high-density apartments within the project; C. Overall concerns with additional residents in this area and the impact to the roadways and neighborhood elementary school,Hillsdale Elementary; d. Discussions on how Staff measures and analyzes density of projects when multiple future land uses are present within a project site; e. Desire to reduce density further than Applicant proposed with the revised layout and removal of garden-style gpartments, 3. Key issue(s)of discussion by Commission: a. Density of project and inclusion of apartment units in this area of the City; b. Amount of commercial originally proposed and anal, z�y Staff and how it meets the C. Mixed-use Neighborhood future land use designation; d. Ingress and egress for the project site relative to required road improvements to Hillsdale and Amit and subsequent timeline of required road improvements; e. Desire to have more commercial and less multi-family consistent with public testimony at both hearings; £ Support of revised layout that includes more attached single-family, commercial, and a new multi-family use three 4-plex buildings), g_ Amount and availability of parking for the areas surrounding the townhomes and increased commercial lots; 4. Commission change(s)to Staff recommendation: a. Commission did not make any additional changes to the Staff report beyond those noted within the Staff Memo dated October 15,2021 —subsequently, Section VII and Section VIII of this document have been revised to include the revised plans and recommended revisions to the conditions of approval noted in the memo. 5. Outstandingissue(s)ssue(s) for City Council: a. None Page 17 C. The Meridian City Council heard these items on November 16,2021,January 4,2022.&on July 19,2022. At the July 19,2022 Public hearing,,the Council moved to approve the subs Annexation and Zoning and Preliminary Plat requests. 1. Summary of the City Council public hearing: a. In favor: Becky McKay,Applicant Representative. b. In opposition: See public records linked below. C. Commenting: Becky McKay_:Numerous members of the public,please see the meeting minutes here for each Council meeting—I 1116/2021,1/4/2022,and 711912022. d. Written testimony: See public record here. e. Staff presenting application: Joseph Dodson,Associate Planner. f Other Staff commenting on application: Bill Nary, City Attorney; Kristy Inselman, ACHD Representative: 2. Key issue(s)of public testimony: a. Consideration of future land use designations and how the City handles dual designations on the same property m terms of area,density;and required uses: b. Concerns with traffic study data implemented within the TIS and the anticipated traffic impact of proposed development: c. School capacity and overcrowdin throughout south Meridian, specifically with Hillsdale Elementary: d. Desire for less density and a site design more consistent with the existing neighborhoods to the south and east: e. School funding and the impacts the state legislature decisions have on projects in Meridian: £ Safety issues surrounding streets adjacent to development and to and from elementary school: g. Location of the proposed RRFB crossing} h. Sidewalk gap on west side of Hillsdale: i. Desire for a general moratorium on development in Meridian: 3. Key issue(s)of discussion by City Council: a. Revisions made by the Applicant to remove apartments and reduce the overall density by removing 108 units: b. Future land use designations and their ability to utilized within sites when more than one exists within the same project area: C. Can Council require more commercial within the project area regardless of the area of the future land use designations: d. Phasing of project and reasoning for placement of commercial, specifically the proposed flex space buildings: e. Location of project in relation to the nearby elementary school(Hillsdale) and arterial streets and capacity of nearby schools(main reason for two continuances of pro'e� £ Differences between West Ada report and information provided by board of trustee. ramifications thereof: g. Location of the proposed RRFB crossing} h. Timeline of adjacent roadway improvements including those required to be constructed by the Applicant: i. Sidewalk gap on west side of Hillsdale that is in lifetime trust,timing of such redevelopment and potential of Applicant to construct this segment of sidewalk: Number of units approved south of the interstate and their anticipated future impact to the schools and transportation network for informational purposes only: Page 18 4. City Council change(s)to Commission recommendation: a. Require sidewalk along Hillsdale to be 10 feet wide instead of 5-foot• b. Work with ACHD to install traffic calming along Hillsdale at appropriate locations: c. Revise the provision concerning the timing of the RRFB installation at Hillsdale/E. Hill Park Street once sidewalk in front of the YMCA outparcel is constructed and not before: Page 19 VII. EXHIBITS A. Annexation and Zoning Legal Descriptions and Exhibit Maps Legal Description Centerville Subdivision —Annexation A parcel being the NW%<of the NE%of Section 33,Township 3 North,Range 1 East,Boise Meridian,Ada County,Idaho,and more particularly described as follows: BEGINNING at a Brass Cap monument marking the northwest corner of said NW'%of the NE%, from which an Aluminum Cap monument marking the northwest corner of the of said Section 33 bears N 89'15'18"W a distance of 2660.59 feet; Thence along the northerly boundary of said NW'%of the NE'%S 89°14'44"E a distance of 1330.22 feet to a point marking the northeast corner of said NW'%of the NE%; Thence along the easterly boundary of said NW'%of the NE'%S 0*22'10"W a distance of 1324.15 feet to a point marking the southeast corner of said NW'/4 of the NE%; Thence along the southerly boundary of said NW'/4 of the NE%N 89027'31"W a distance of 1329.05 feet to a point marking the southwest corner of said NW'%of the NE%; Thence along the westerly boundary of said NW'%of the NE%N 0°19'12"E a distance of 1329.10 feet to the POINT OF BEGINNING. This parcel contains 40.49 acres and is subject to any easements existing or in use. Clinton W.Hansen,PLS ONpL LANpLand s June 24,12021s PC �<1 rER G��0 CP °�I y�8 4- of a l�i�,97F �5, TON Ls�r1�®lliutlons Centerville Subdivision Job 1 -16 of 1 surveying and consulting Pageage 1 of 1 Page 20 CENTERVILLE SUBDIVISION - ANNEXATION EXHIBIT THE NW'/4 OF THE NE'/4 OF SECTION 33,T3N, R1 E, BM,ADA COUNTY, IDAHO BASIS OF BEARING POINT OF E. AMITY ROAD 29 28 N89'1518'W 28 BEGINNING E 1 1s _ S89°14'44"E 1330.22' / 1330.22' 28 27 32 0 33 2660.59' 133 1/4 S8914'44"E 33 34 0 ¢ Ld o vi a� N o0 U O in M N TOTAL ANNEXATION AREA = 40.49 ACRES E. HILL PARK ST. w _ o o Wo YS O N z H (n r� �o zo �z 5� Qo yS �o �m cN 1/1s -- N89°27'31"W 1329.05' NE 1/16N HOVR2Y LANE SUBDIVISION NO.1 HONRY LANE SUBDIVI SION EN0.2 N i C1/4 Opp L LA/Vps 6� S T 0 Q' F 11118 �„ob�zy�z1 ,��_ L a i�'rn�'�#db I U t I o n s ���qTF �F �pQ �<v Land Surveying and Consulting 0' 150' 300' 600' ti 231 E.STH ST.,STE.A r0/y W.NP MERIDIAN,ID 83642 (208)288-2040 (208)288-2557(ax Ww .,d501uii-biz JOB NO,20-16 Page 21 CENTERVILLE SUBDIVISION - REZONE EXHIBIT THE NW'/4 OF THE NE Ya OF SECTION 33,T3N, R1 E, BM,ADA COUNTY, IDAHO POINT OF BEGINNING E. AMITY ROAD 29 28 BASIS OF BEARING 28 C—C ZONE N89'1518 W S89'14'44"E 1330.22' E 1/16 1330.22' 28 27 32 33 2660.59' 1/4 33 L10 681.60' 459.90' S89'14'44'E c I i J _ 33734 POINT OF POINT OF IJ l N BEGINNING BEGINNING N ,� w o w¢ 1 R15 ZONE R8 ZONE I� M Wd' N I" ON p N � J A-6 L L4 1 & w I O N z� N— "' R-15 ZONE �J L15 J J AREA=24.17 ACRES cn I 10 E. HILL PARK ST. -I _ P ^I CD o �� w N S ; I o 1n_ �a Z O n �L5 _ _459.40'_ J fr J N89'14'44"W — L8� R-8 ZONE _ 11 i m AREA=13.38 ACRES A >S � S 2' 444.00' 885.05' N CN 1/16 -- N89'27'31"W 1329.05' -7- NE 1/16 ,gyp HOWRY LANE C" SUBDIV1510N N0.1 HOWRY LANE SUBDIV1510N N0.2 N ol� �- LINE TABLE CURVE TABLE LINE # LENGTH DIRECTION CURVE # LENGTH RADIUS DELTA BEARING CHORD Li 174.00' SO'47'14"W C1 7.71' 347.00' 116'25" S7'38'12"E 7.71' L2 47.37' S6'25'57"E C2 31.42' 20,00' 90'00'00" S45'45'16"W 28.28' C 1/4 L3 95.00' SO'45'16"W LINE TABLE (CONT.) P;TF OSG L4 179.00' S8914'44"E LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION L5 16.72' S81'43'35"W L10 188.72' S8914'44"E L13 146.91' S9'00'00"W L6 79.75' SO'08'44"W a 1, 1 18 A L11 175.85' S019'12"W L14 50.72' S019'12"W I L7 47.00' N8914'44"W L12 29.40' S17'25'38"E L15 175.50' N89'40'48"W L8 60.13' N8914'44"W W NP�S L9 170.12' So'45'16"W Lan lutions 0' 150' 300' 600' Land Surveying and Consulting 231 E.5TH ST.,STE.A MERIDIAN,ID 83642 1208)28B-2040 (208)288-2557 fax ww.landsolutions.biz JOB N0.20-16 Page 22 Legal Description Centerville Subdivision —C-C, R15 and R8 Rezone Parcels being portions of Lots 1 and 2 of Block 1 of Garoutte Acres Subdivision as shown in Book 60 of Plats on Pages 5900 through 5901, records of Ada County, Idaho,and the NW'%of the NE %of Section 33,Township 3 North, Range 1 East, Boise Meridian,Ada County, Idaho,and more particularly described as follows: C-C REZONE BEGINNING at a Brass Cap monument marking the northwest corner of said NW%of the NE'/4, from which an Aluminum Cap monument marking the northwest corner of the NW '% of said Section 33 bears N 89*15'18"W a distance of 2660.59 feet; Thence along the northerly boundary of said NW '% of the NE % S 89°14'44" E a distance of 188.72 feet to a point; Thence leaving said northerly boundary S 0°19'12"W a distance of 175.85 feet to a point; Thence S 17°25'38" E a distance of 29.40 feet to a point; Thence S 0°19'12"W a distance of 271.47 feet to a point; Thence S 9°00'00"W a distance of 146.91 feet to a point; Thence S 0°19'12"W a distance of 50.72 feet to a point; Thence N 89°40'48"W a distance of 175.50 feet to a point on the westerly boundary of said NW %of the NE'/4; Thence along said westerly boundary N 0°19'12" E a distance of 672.70 feet to the POINT OF BEGINNING. This parcel contains 2.95 acres and is subject to any easements existing or in use. R-15 REZONE Commencing at a Brass Cap monument marking the northwest corner of said NW'%of the NE %, from which an Aluminum Cap monument marking the northwest corner of the NW'/4 of said Section 33 bears N 89°15'18"W a distance of 2660.59 feet; Thence along the northerly boundary of said NW'/4 of the NE '% S 89014'44" E a distance of 188.72 feet to the POINT OF BEGINNING; Thence continuing along said northerly boundary S 89014'44" E a distance of 681.60 feet to a point; Thence leaving said boundary S 0°47'14"W a distance of 174.00 feet to a point; Thence S 6025'57" E a distance of 47.37 feet to a point; �.41—Id�Sol uti ons Centerville Subdivision ��- -16 _wId Slllymy a.4 ConiWtl Page Job ge of Io. of 3 3 Page 23 Thence S 0°45'16"W a distance of 95.00 feet to a point; Thence S 89°14'44"E a distance of 179.00 feet to a point; Thence S 0'45'16"W a distance of 731.29 feet to a point; Thence N 89°14'44"W a distance of 459.40 feet to a point; Thence S 81°43'35"W a distance of 16.72 feet to a point; Thence a distance of 7.71 feet along the arc of a 347.00 foot radius non-tangent curve right,said curve having a central angle of 1°16'25"and a long chord bearing S 7°38'12"E a distance of 7.71 feet to a point; Thence S 0°08'44"W a distance of 79.75 feet to a point; Thence N 89°14'44"W a distance of 47.00 feet to a point; Thence a distance of 31.42 feet along the arc of a 20.00 foot radius non-tangent curve right,said curve having a central angle of 90°00'00"and a long chord bearing S 45°45'16"W a distance of 28.28 feet to a point of tangency; Thence N 89'14'44"W a distance of 60.13 feet to a point; Thence S 0°45'16"W a distance of 170.12 feet to a point on the southerly boundary of said NW %of the NE'/4; Thence along said southerly boundary N 89°27'31"W a distance of 444.00 feet to a point marking the southwest corner of said NW'/4 of the NE%; Thence along the westerly boundary of said NW'/4 of the NE'/4 N 0°19'12"E a distance of 656.40 feet to a point; Thence leaving said boundary S 89°40'48" E a distance of 175.50 feet to a point; Thence N 0*19'12" E a distance of 50.72 feet to a point; Thence N 9°00'00" E a distance of 146.91 feet to a point; Thence N 0°19'12" E a distance of 271.47 feet to a point; Thence N 17°25'38"W a distance of 29.40 feet to a point; Thence N 0°19'12" E a distance of 175.85 feet to the POINT OF BEGINNING. This parcel contains 24.17 acres and is subject to any easements existing or in use. R-8 REZONE Commencing at a Brass Cap monument marking the northwest corner of said NW%of the NE %, from which an Aluminum Cap monument marking the northwest corner of the NW'/4 of said Section 33 bears N 89'15'18"W a distance of 2660.59 feet; z� olutions CentervilleSubdivision ��—Tana sv.veymg a�a cansmeiny Job No.2 Page 2 of of 3 3 Page 24 Thence along the northerly boundary of said NW '/4 of the NE '/4 S 89°14'44" E a distance of 870.32 feet to the POINT OF BEGINNING; Thence continuing along said northerly boundary S 89°14'44" E a distance of 459.90 feet to a point marking the northeast corner of said NW'/4 of the NE'/4; Thence along the easterly boundary of said NW'/4 of the NE'/4 S 0'22'10"W a distance of 1324.15 feet to a point marking the southeast corner of said NW'%of the NE%; Thence along the southerly boundary of said NW'/4 of the NE '/4 N 89°27'31" W a distance of 885.05 feet to a point; Thence leaving said southerly boundary N 0°45'16" E a distance of 170.12 feet to a point; Thence S 89°14'44" E a distance of 60.13 feet to a point of curvature; Thence a distance of 31.42 feet along the arc of a 20.00 foot radius curve left, said curve having a central angle of 90°00'00"and a long chord bearing N 4504616"E a distance of 28.28 feet to a point; Thence S 89°14'44" E a distance of 47.00 feet to a point; Thence N 0°08'44" E a distance of 79.75 feet to a point; Thence a distance of 7.71 feet along the arc of a 347.00 foot radius curve left, said curve having a central angle of 1016'25" and a long chord bearing N 7038'12"W a distance of 7.71 feet to a point; Thence N 81°43'35"E a distance of 16.72 feet to a point; Thence S 89°14'44"E a distance of 459.40 feet to a point; Thence N 0°45'16" E a distance of 731.29 feet to a point; Thence N 89°14'44"W a distance of 179.00 feet to a point; Thence N 0n45'16" E a distance of 95.00 feet to a point; Thence N 6025'57"W a distance of 47.37 feet to a point; Thence N 0°47'14"E a distance of 174.00 feet to the POINT OF BEGINNING. This parcel contains 13.38 acres and is subject to any easements NPR LA Np existing or in use. 5`° T F SG� �F L Clinton W. Hansen, PLS Land Solutions, PC 11118 Revised October 12, 2021 tvI12�Z,�� OF �T N W LA'n 0LUtf flits Centerville SubdivisionN . 016 ��---lan0 Surveying antl Consuliing Job No.20-16 Page 3 of 3 Page 25 B. Revised Preliminary Plat(dated: 7,130/2021.Revision date of 10/8/2021) Lu IsNounip S fi V011SIM(Iffas - I -C1HC:>1H�O H3NM0 UldOIIAM a- d3NNvN3 9NIVEN167 I I It N. 4 IRV -4 S n� ---------- E - op -16 hi r g A 9 H ----------- ----------- -------- - ----- ---------- _77 F 7 'c J L- TFF 7 IF 921 4 IT- j'o fi -- -------- �i NA ----- -------- Page 26 an vxan�mµ mxexx o uammauo moxmno rr'n^x'�3e 'SNyI MOS.ci lb'ld l.S'tlNIWll3ad 8 .. 1OViNDO V HIOISIAIQAIIS G OH0'J3H do UINMo aaaoi3n3a 9NI833NI9N,� 3TIIAx�.LAIa� a d3NNV]d a 55 :'�S �" sgY • s g s ae5 a o� o „-n e; 9 Y S R _ 0 oa g im g § JI §gs g mm � e����� a z e a'asff ae'a��� i I ll 40lk �l -B. 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Open Space Exhibit(NOT APPROVED—needs to be revised to match layout revisions) N. E. AMITY ROAD _ E. AMITY ROAD w o I n ` I 1 I i rl I II _ II Ill_ bi i I!L i ice. L1J —•I (� I� 11 I. I -- d E. HILL PARK ST _ Q 1 d SITE AREA = 38.95 ACRES TOTAL QUALIFIED OPEN SPACE = 5.64f ACRES (14.48%) PRELIMINARY QUALIFIED OPEN SPACE CENTERVILLE SUBDIVISION 1" = zoo' LOCATED IN THE NE d OF SECTION 33, T.31N., ME., B.M. ADA COUNTY, IDAHO Page 30 D. Landscape Plans(date: �107vrv7/2021 10/15/2021) Y r AL ] 8'NTa50L1 n v(TrPI IWL a�li I� - �.y _ FOG 51rTING J POINT ) � ]5 SiSD -_ 510N � ITY IA G Y ) ss s � � I 13 �LONNEGTON sa II u r �^'� ' Exlsnna FENCE TO REMAIN I -fir�3- I N `'PLAT •$RFA k'/ �E _ s � N ss of � u 4# 85Fi TREE I fr H-. rz WE AItLx l ea 17 VINri FENCE _ LTRfi-5 TO HE REMOVED PnF) e avvwvoav LANDSOAFF: CALr JLA71 ONS =�EVELOPMEN7 :7)ATA ....... .......... Torvy ro�A _____ ACR[5 COMMON AREA ...... S.BO Nt,RES{14.89%1 LOCATION WIDTH LHJbTH REGdIiRID PROVIDED ---- —Rs E.AMITY RD. 42' 120'/35'- 55 TREE5 45 TREES RESIDENTIAL LOTS.- 124 EX15TIlY 7DNIWj ._--..._....___.RUT .....................R-8,R-15,4 L-G 5,wLLSDALE AVE, 21' 12a5•/55'- 56 YREES 39 YREES FWR�LE%LOT5 4 Lp-I N AREA 221p15/6,—- 26 TREE5 211 TREE5 DAYGARE LOT I RE5IDEMIALSTRC-ET TREES 1321RE6 —PAGILIT'r/AMENIN LOT............. GOMMERGIAL/FLFX 5PAGF LOT......... 5 TOraL NUMBER Or TREES as TREES -4TI TREE5 FRIVATS ALLEY/W21VF1 LANE LOC..- 4 LOMMON LOTS............................................. BB EXTRA TREES PROVIDED PBOJE TNOSE REQUIRED FOR MITIGATION(IF REQUIRED): 312�5 GAL INGNF5 TOTAL LO.5 349 Page 31 fiq zll fig„!A 'T T ae LU "P Z Is RPk ps lu 1 &w ;R. H,1E A� I T-7 �111 IF, LU Lu LU Lu lu 0 Lu E Page 32 s Im�e� s�isn4r�lan¢s ��$ �-A -A m rn L sI: t 6�� Yr W biz W k Y � 4 v 1 I - SI BMW rim I ml �III hll �F 317 310if I 3L.-K 3 III ill 'I �I I. 1 I_ c „,,,I, Z � CENTERVILLE SUBDIVISION �� MERIDIAN, ID 5 r' �� 3orN��' IT z 9ll�ei; � m E u PRELIMINARY PLAT LANDSCAPE PLAN x c� ��,�� Page 33 I a` ZMI r •.�..' _ ICI t - _ � — _— —F s-soaPa+rw� { ti L- - o — m m1 LL I �g � I � R2 J e_ou z v CENTERVILLE SUBDIVISION ' =,° 6N `"" " N3 aN = MERIDIAN, ID = m PRELIMINARY PLAT LANDSCAPE PLAN Page 34 — PIN ii'Tv A P E5 H, WEE axe TW; NV� 'p N V zgt V z-, W m 'N €p . ... ...... .. 4i CENTERVILLE SUBDIVISION MERIDIAN,ID PRELIMINARY PLAT LANDSCAPE PLAN Page 35 E. Proposed Phasing Plan II h_7 F 1 i I 1.J L L I—I —J rsr J aeo-sr u 14'44'E 1!1'FJRI' 19'123f�� — w.lsyPla'�S E 113G.19 —d Ah�d-- 4 1 Jla r 4 s 1 ] } 1 { 5 , 59e 1 I , .... _ d 1J[ s -L-&vaMW J 1 7 i } ,} li IS IY 1 II -`- y 1 ■ L 9 J+ 76 15 }+ yl II •I SI R �1 d I m! of P - i] 31- I11 4, 1 I 76 PR ED i t p -- n S --- r---------- _ it ® R + ; Au AM ti aT PROPOSED - -H }� ZONE R.15 ,� ... 1 I7 ... I7 T Illl r i I I1 I I �.+ .3 I : 1J 1a PR 11M -��-----—,a5-0 R � -_ F v 31T: ' ! i _ a _ �ROPoEn 5 I FMOM„M e news' ar w 1 a v _ q -- --1 •-- , G-- c iT a a uKk w~ u I - ]1 1 111 r Jam 4 9.5 f —-- x v o®.ca1w� i i I I r _ c+ ,r• ----------------- - i h �Y .�jJ• Sr •. I � I ---T� �-- Page 36 F. Common Drive Exhibits 10 12 13 14 BLOCK 3 N. 15'REAR 15'REAR 15'REAR FENCE (SEE LANDSCAPE PLAN) n�IIIL� I 16 Jl I I I I I I 32 11 1 31 1 1 30 29 I I I I I a of to HOME COMMON HOME HOMEi I HOME I ORIENTATION O ORIENTATION ORIENTATION ORIENTATION I I i I I I I I 20'(GARAGE)FROM 20'(WAGE)FRO4 1 20'(GARAGE)FRONT! LI10'(LMNG)FRONTS 110'(WING)FROM L 10'(UVING)FRONT] n Y r 17 0 O FENCE (WILL NOT EXTENDPAST 28 FENCE SEE FRONT PLANE OF DWELLING), (TYPJ —EPu v—r—ev LANDSCAPE E. DALRYMPLE ST. PLAN) 0 2 I ¢wll 11 > 27 9 < z i z --- m ACCESS NOTE ---i- ' J , ------------• LOT 27: ACCESS FROM > PENNVILLE AVE. z �£� • PER CITY OF MERIDIAN 10 wa 26 UDC 111-6C-3D.5 N 9. CENTERVILLE PRELIMINARY PLAT (COMMON DRIVE EXHIBIT) 1" = 30' EXHHiIT-A >w z w 6 a¢ v; 35 5'SIDE N . I I o I FENCE (WILL NOT EXTEND PAST FRONT PLANE OF DWELLING), (TYP.) i i n 7 E. HILLSONG ST. i --- ° ------- - I J�5'SIDE . •. 5'SIDE l0 14 I Ip Ic iN ilk � s s 8 34 Iz z 5'SIDE } 5) 20' MIN. -, ------- 'SIDE___------ SHARED HOME lo I� r - ORIENTATION i DRIVEWAY `�' ? 9 13 12 I� ------------ 5'SIDE 5'SIDE —_-_ I I 33 I I II i I m x Icy L--------J �, > 10 F iA to I z Iz I� I 5'SIDE FENCE (SEE ACCESS NOTE LANDSCAPE • LOT 7: ACCESS FROM 25 26 PLAN) 27 PENNVILLE AVENUE. • LOT 12: ACCESS FROM BLOCK 5 HILLSONG STREET. • PER CITY OF MERIDIAN UDC 11-6C-3D.5 CENTERVILLE PRELIMINARY PLAT (COMMON DRIVE EXHIBIT) 1" = 30' EXHIBIT-B Page 37 G. Conceptual Building Elevations CBH HOMES CENTERVILLE SINGLE FAMILY ON 50'WIDE LOTS QUO, ITI IT 7171, _...® I IJ C CBM HOMES CENTERVILLE SINGLE FAMILY ON 36'WIDE LOTS !D® ®15 ° M ERII�� �° 8� FEI Page 38 CBH 3-UNIT TOWNHOME TYPE 1 CENTERVILLE 0� ■_ �CENTERVILLE 3-UNIT TOWNHOME TYPE 2 rl CENTERVILLE 3-UNIT TOWNHOME TYPE 3 Hl Page 11� � o � 1■ � o � T � o 1�11 r� e i i E 39 CBF1 HOMES CENTERVILLE FRONT LOAD TOWNHOME Page 40 VIII. CITY/AGENCY COMMENTS & CONDITIONS A. 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. 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 substantially consistent with the approved plat,phasing plan,concept plan,landscape plan,open space exhibit, and conceptual building elevations included in Section VII and the provisions contained herein. b. Future development shall be generally consistent with the proposed phasing plan, specifically that no more than 30 homes shall be constructed prior to both the Hillsdale Avenue and the Amity Road accesses being constructed. c. With the first phase of development,the Applicant shall construct a dedicated westbound and eastbound turn lane on E. Amity Road at the S.Amorita Avenue entrance(as labeled on the preliminary plat)and construct an interim signal at the E.Amity Road and S. Hillsdale Avenue intersection,per the ACHD staff report and the Traffic Impact Study. d. With the first phase of de el pme t,the Applicant shall construct a Rapid Rectangular Flashing Beacon(RRFB) crossing at the S. Hillsdale Avenue and E. Hill Park Street intersection when the sidewalk can located at 5175 S. Hillsdale Avenue(Parcel R35308003001 is constructed. e. Per the submitted and revised preliminary plat,Lot 3058, Block 1 shall be reserved for a future daycare facility and Lots 17, 59, &60, Block 1 shall be reserved for future commercial uses. f. All future pedestrian crossings within the subdivision that traverse a driving surface fittefe multi family residential area of the site shall be constructed with brick,pavers, stamped concrete, colored concrete or similar to clearly delineate the driving surface from the pedestrian facilities,per UDC 11-3A-19B.4b. g. No building permits shall be submitted until the final plat for the associated phase is recorded. h. The required landscape street buffers and detached pedestrian facilities shall be constructed and vegetated with the first phase of development along E.Amity Road and S. Hillsdale Avenue, including a 10-foot wide sidewalk along the Hillsdale frontage as required by City Council. i. The Applicant shall pipe and reroute the Cunningham Lateral segment present on this property and comply with the standards in UDC 11-3A-6,per the submitted preliminary plat and concept plan. 3 The future,v,,,lt; family . ily deyel.,,., en4 shall be eenstmeted with n fnefe than 128 units with all 12 pie*buildings being no mer-e than twe stories in height-. Page 41 k. Multi-family residential is not approved with these applications and a future Conditional Use Permit is required per the use table in UDC 11-2A-2 for the R- 15 zoning district. 1. All open space and amenities throughout the development shall be shared by the single fi, ily and v.,,,lti f n4l all portions of the development;the future Conditional Use Permit application shall show continued compliance with all open space and amenity requirements for the development as a whole. m. The elevations/facades of 2-story structures that face E.Amity Road,an entryway corridor, and S. Hillsdale Avenue Street, a collector street, shall incorporate articulation throughges 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 the subject public street. Single-story structures are exempt from this requirement. n. Prior to the City Council hearing,the he Applicant shall submit a Private Street application and pay the applicable fee for the proposed private streets in the west half of the site for access to the townhome units and commercial building lots. 2. With the first final plat submittal, submit documentation from ACHD that the Applicant and ACHD have worked to install appropriate traffic calming alone Hillsdale Avenue and S. Stockenham Way. 3. The preliminary plat included in Section VII.B, dated T"l•�21 October 8,2021,is approved as submitted. shall be revised s f hews. .;tt, the first Final Ul.,t s„L mitt,1. a. Provide 4affie ealming on-9. 1441 Park Stfeet where a pedestrian er-essing is shav� between the south and.,,,.-rl, multi family bu ldifig lots(Lot 13,12ieek 1 P, Let 1 4 4. The landscape plan included in Section VII.D, dated Jtffie 7,2021 October 15,2021, is approved as submitted. shall be revisedas follows.,t least to (1 m days prior-t the Gi plat;a. Revise the!a-ndseape plans to ma4eh the revised pr-elimina-fy b. Per UPC-11 33B-12G .-.lace .,t least eas e ee .,l the e.� path 1,,e o o r e t t t t 344, Bleek , as labeled on the revised 5. The Applicant shall apply for Alternative Compliance with the first Final Plat submittal to propose an adequate alternative for the required pathway landscape requirements for the proposed gravel path over the Cunningham Lateral in the southwest corner of the site,in accord with UDC 11-5B-5. 6. An exhibit shall be submitted with the applicable final plat application that depicts the setbacks, fencing,building envelope,and orientation of the lots and structures accessed via the common driveways(shown as Lot 28,Block 3 &Lot 11,Block 5); if a property abuts a common driveway but has the required minimum street frontage and is taking access via the public street,the driveway shall be depicted on the opposite side of the shared property line from the common driveway as set forth in UDC 11-6C-3D. 7. Future development shall be consistent with the minimum dimensional standards listed in UDC Table 11-2A-6,UDC Table 11-2A-7,UDC Table 11-2B-3 and those listed in the specific use standards for the future multi-family development,UDC 11-4-3-27. Page 42 8. Off-street parking is required to be provided in accord with the standards listed in UDC Table 11-3C-6 for single-family dwellings based on the number of bedrooms per unit and for the proposed nonresidential uses at the applicable ratio. 9. The Applicant shall comply with all ACHD conditions of approval. 10. The Applicant shall obtain Administrative Design Review approval for the townhomes with submittal of the first final plat phase which contains this use. 11. The Applicant shall obtain Administrative Design Review and Certificate of Zoning Compliance approval for each commercial building consistent with UDC requirements prior to building permit submittal for each building. 12. Prior to issuance of Certificate of Occupancy on any building,the applicant shall submit a public access easement for the multi-use pathway segment along Fivemile Creek to the Planning Division for approval by City Council and subsequent recordation. The easement shall be a minimum of 14' in width(10' pathway and 2' shoulder on each side). 13. Comply with the outdoor service and equipment area standards as set forth in UDC 11-3A- 12. 14. Provide a pressurized irrigation system consistent with the standards as set forth in UDC 11- 3A-15,UDC 11-3B-6 and MCC 9-1-28. 15. Upon completion of the landscape installation, a written Certificate of Completion shall be submitted to the Planning Division verifying all landscape improvements are in substantial compliance with the approved landscape plan as set forth in UDC 11-3B-14. 16. The preliminary plat approval shall become null and void if the applicant fails to either: 1) obtain the City Engineer signature on a final plat within two years of the date of the approved findings; or 2)obtain approval of a time extension as set forth in UDC 11-6B-7. 17. Prior to building permit submittal for any structure in each phase,the Applicant shall record the associated final plat for that phase. 18. Prior to issuance of Certificate of Occupancy on any building,the applicant shall submit public access easements for any multi-use pathway proposed with the development to the Planning Division for approval by City Council and subsequent recordation. B. PUBLIC WORKS 1. Site Specific Conditions of Approval 1.1 All water and sewer mains, fire hydrants, and water meters must either be located in public right of way or be covered by a minimum 20-foot-wide utility easement, or 30-foot-wide minimum combined water and sewer easement. Easements shall be centered on the main, with a minimum of 10 foot on each side of the main. Easements shall have no encroachments of permanent structures including but not limited to buildings, carports,trash enclosures, trees, shrubs, fences, etc. 1.2 A street light plan will need to be included in the final plat application. Street light plan requirements are listed in section 6-7 of the City's Design Standards. A future installation agreement is required for the streetlights on Pine Avenue and Ten Mile Road. Contact the Meridian Transportation and Utility Coordinator for additional information. 2. General Conditions of Approval 2.1 Applicant shall coordinate water and sewer main size and routing with the Public Works Department, and execute standard forms of easements for any mains that are required to Page 43 provide service outside of a public right-of-way. Minimum cover over sewer mains is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. 2.2 Per Meridian City Code(MCC),the applicant shall be responsible to install sewer and water mains to and through this development. Applicant may be eligible for a reimbursement agreement for infrastructure enhancement per MCC 8-6-5. 2.3 The applicant shall provide easement(s)for all public water/sewer mains outside of public right of way(include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility, or 30-feet wide for two. The easements shall not be dedicated via the plat,but rather dedicated outside the plat process using the City of Meridian's standard forms. The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement(on the form available from Public Works), a legal description prepared by an Idaho Licensed Professional Land Surveyor,which must include the area of the easement(marked EXHIBIT A) and an 81/2"x I I"map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted,reviewed, and approved prior to development plan approval. 2.4 The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 12-13-8.3). 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. 2.5 All existing structures that are required to be removed shall be prior to signature on the final plat by the City Engineer. Any structures that are allowed to remain shall be subject to evaluation and possible reassignment of street addressing to be in compliance with MCC. 2.6 All irrigation ditches, canals, laterals, or drains, exclusive of natural waterways,intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42- 1207 and any other applicable law or regulation. 2.7 Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so,how they will continue to be used, or provide record of their abandonment. 2.8 Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact Central District Health for abandonment procedures and inspections(208)375-5211. 2.9 Street signs are to be in place, sanitary sewer and water system shall be approved and activated,road base approved by the Ada County Highway District and the Final Plat for this subdivision shall be recorded,prior to applying for building permits. 2.10 A letter of credit or cash surety in the amount of 110%will be required for all uncompleted fencing, landscaping, amenities, etc.,prior to signature on the final plat. Page 44 2.11 All improvements related to public life, safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer, an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. 2.12 Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process,prior to the issuance of a plan approval letter. 2.13 It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. 2.14 Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. 2.15 Developer shall coordinate mailbox locations with the Meridian Post Office. 2.16 All grading of the site shall be performed in conformance with MCC 11-12-3H. 2.17 Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill,where footing would sit atop fill material. 2.18 The design engineer shall be required to certify that the street centerline elevations are set a minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. 2.19 The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACHD. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans. This certification will be required before a certificate of occupancy is issued for any structures within the project. 2.20 At the completion of the project,the applicant shall be responsible to submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the proj ect. 2.21 A street light plan will need to be included in the civil construction plans. Street light plan requirements are listed in section 6-5 of the Improvement Standards for Street Lighting. These standards can be found at http://www.meridiancity.org/public_works.aspx?id=272. 2.22 The City of Meridian requires that the owner post to the City a performance surety in the amount of 125%of the total construction cost for all incomplete sewer,water and reuse infrastructure prior to final plat signature. This surety will be verified by a line item cost estimate provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 2.23 The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20%of the total construction cost for all completed sewer,water and reuse infrastructure for duration of two years. This surety will be verified by a line item cost estimate provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety,which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. Page 45 C. FIRE DEPARTMENT(MFD) https:llweblink.meridianciU.org/WebLink/DocView.aspx?id=234511&dbid=0&r0o=MeridianC i &cr--1 D. POLICE DEPARTMENT(MPD) https:llweblink.meridiancily.orglWebLinkIDocView.aspx?id=232736&dbid=0&repo=MeridianC ity E. COMMUNITY PLANNING ASSOCIATION OF SOUTHWEST IDAHO(COMPASS) https:llweblink.meridiancily.org/WebLink/Doc View.aspx?id=234049&dbid=0&r0o=MeridianC ity F. BOISE PROJECT BOARD OF CONTROL(BPBC) https:llweblink.meridiancily.org/WebLink/Doc View.aspx?id=233030&dbid=0&r0o=MeridianC ity G. DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) https:llweblink.meridiancily.org/WebLink/DocView.aspx?id=233224&dbid=0&repo=MeridianC iv H. WEST ADA SCHOOL DISTRICT(WASD) https:llweblink.meridiancily.org/WebLink/DocView.aspx?id=267302&dbid=0&r0o=MeridianC iv I. ADA COUNTY HIGHWAY DISTRICT(ACHD) https:llweblink.meridianciU.org/WebLink/DocView.aspx?id=234509&dbid=0&r0o=MeridianC iv J. COMMUNITY DEVELOPMENT SCHOOL IMPACT TABLE https:llweblink.meridianciU.org/WebLink/DocView.aspx?id=234532&dbid=0&r0o=MeridianC iv IX. FINDINGS A. Annexation and/or Rezone(UDC 11-513-3E) Required Findings: 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; City Council finds the proposed zoning map amendment to annex the property into the City of Meridian with the R-8, R-15, and C-C zoning districts and subsequent development is consistent with the Comprehensive Plan, if all conditions of approval are met. 2. The map amendment complies with the regulations outlined for the proposed districts, specifically the purpose statement; Page 46 — City Council finds the proposed zoning map amendment and request for different types of residential dwelling types will contribute to the range of housing opportunities available within the City and within this area. City Council finds the proposed development is generally consistent with the purpose statement of the residential districts included as part of the application. 3. The map amendment shall not be materially detrimental to the public health,safety, and welfare; City Council finds the proposed zoning map amendment should 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 City Council finds the proposed zoning map amendment will not result in an adverse impact on the delivery of services by any political subdivision providing public services within the City. 5. The annexation(as applicable)is in the best interest of city. Because of the proposed addition of differing dwelling types, neighborhood serving commercial uses, and the general site design, City Council finds the annexation is in the best interest of the City. B. Preliminary Plat Findings: 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; City Council finds that the proposed plat, with Staffs recommendations and the Applicant's revisions, is in substantial compliance with the adopted Comprehensive Plan in regard to land use, density, transportation, and pedestrian connectivity. (Please see Comprehensive Plan Policies in, Section V of this report for more information) 2. Public services are available or can be made available and are adequate to accommodate the proposed development; City Council finds that public services will be provided to the subject property with development. (See Section VIII of the Staff Report for more details from public service providers) 3. The plat is in conformance with scheduled public improvements in accord with the City's capital improvement program; Because City water and sewer and any other utilities will be provided by the development at their own cost, City Council finds that the subdivision will not require the expenditure of capital improvement funds. 4. There is public financial capability of supporting services for the proposed development; City Council finds there is public financial capability of supporting services for the proposed development based upon comments from the public service providers(i.e.,Police,Fire,ACHD, etc). (See Section VII for more information) Page 47 5. The development will not be detrimental to the public health, safety or general welfare; and, Staff is not aware of any health, safety, or environmental problems associated with the platting of this property. ACHD considers road safety issues in their analysis and has approved the proposed internal road layout and has required road improvements adjacent to the site. So, City Council finds, if all recommended conditions of approval are met, the proposed development meets this finding. 6. The development preserves significant natural,scenic or historic features. City Council is unaware of any significant natural, scenic, or historic features on the subject sites and therefore finds the development meets this finding. Page 48 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law for Pickleball Court Subdivision (H-2022- 0025) by The Land Group, Inc., Located at 4050 W. McMillan Rd. at the northeast corner of N. Joy Street and W. McMillan Rd. CITY OF MERIDIAN FINDINGS OF FACT,CONCLUSIONS OF LAW C�f[EFI N,­ AND DECISION&ORDER , In the Matter of the Request for Annexation of 4.96 acres of land to be zoned from RUT in the County to the R-4 zoning district and a Preliminary Plat consisting of 14 single-family residential building lots and 4 common lots on 4.58 acres of land in the requested R-4 district,by The Land Group. Case No(s).H-2022-0025 For the City Council Hearing Date of. July 26,2022 (Findings on August 9,2022) A. Findings of Fact 1. Hearing Facts (see attached Staff Report for the hearing date of July 26, 2022, incorporated by reference) 2. Process Facts(see attached Staff Report for the hearing date of July 26,2022,incorporated by reference) 3. Application and Property Facts (see attached Staff Report for the hearing date of July 26,2022, incorporated by reference) 4. Required Findings per the Unified Development Code(see attached Staff Report for the hearing date of July 26, 2022, 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(PICKLEBALL COURT SUBDIVISION-FILE#H-2022-0025) - 1 - 7. That this approval is subject to the Conditions of Approval all in the attached Staff Report for the hearing date of July 26, 2022, 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 Annexation and Zoning and Preliminary Plat is hereby approved per the conditions of approval in the Staff Report for the hearing date of July 26,2022, 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 11-6B-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 FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(PICKLEBALL COURT SUBDIVISION-FILE#H-2022-0025) -2- 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 11(UDC 11-513-6F). 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 July 26,2022. FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(PICKLEBALL COURT SUBDIVISION-FILE#H-2022-0025) -3- By action of the City Council at its regular meeting held on the 9th day of August 2022. COUNCIL PRESIDENT BRAD HOAGLUN VOTED COUNCIL VICE PRESIDENT JOE BORTON VOTED COUNCIL MEMBER JESSICA PERREAULT VOTED COUNCIL MEMBER LUKE CAVENER VOTED COUNCIL MEMBER TREG BERNT VOTED COUNCIL MEMBER LIZ STRADER VOTED MAYOR ROBERT E. SIMISON VOTED (TIE BREAKER) Mayor Robert E. Simison 8-9-2022 By Brad Hoaglun, Council President Attest: Chris Johnson 8-9-2022 City Clerk Copy served upon Applicant, Community Development Department,Public Works Department and City Attorney. By: Dated: 8-9-2022 City Clerk's Office FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(PICKLEBALL COURT SUBDIVISION-FILE#H-2022-0025) -4- EXHIBIT A STAFF REPORT E COMMUNITY N -- COMMUNITY DEVELOPMENT DEPARTMENT HEARING 7/26/2022 Legend g � � I DATE: 011 Project Location TO: Mayor&City Council _- •, ; t FROM: Joe Dodson,Associate Planner 208-884-5533 SUBJECT: H-2022-0025 - - Pickleball Court Subdivision ® ® LOCATION: Located at 4050 W. McMillan Road, at � ®n the northeast corner of N. Joy Street and ® ® � W. McMillan Road,in the SE 1/4 of the "" """-"- -; SW 1/4 of Section 27,Township 4N, �E Range 1 W. 1 ♦� I. PROJECT DESCRIPTION Request for Annexation of 4.96 acres of land to be zoned from RUT in the County to the R-4 zoning district and a Preliminary Plat consisting of 14 single-family residential building lots and 4 common lots on 4.58 acres of land in the requested R-4 district,by The Land Group. IL SUMMARY OF REPORT A. Project Summary Description Details Page Acreage AZ—4.96 acres; PP—4.58 acres Future Land Use Designation Medium Density Residential MDR, 3-8 du/ac Existing Land Use(s) County Residential Proposed Land Uses Detached Single-family Residential Lots(#and type; 18 total lots— 14 residential building lots and 4 bldg./common)) common lots Phasing Plan #ofphases) 1 phase Number of Residential Units 14 single-family units Density Gross—3.06 du/ac.;Net—5.05 du/ac. Open Space (acres,total None required—Approximately 29,600 square feet of /buffer/ ualified) total open s ace proposed Neighborhood meeting date February 1, 2022 History(previous approvals) No application history with the City Pagel B. Community Metrics Description Details Page Ada County Highway District • Staff report(yes/no) Yes • Requires ACHD No Commission Action es/no Access Access is proposed via a new local street connection to N. Joy Street, an (Arterial/Collectors/State existing local street that connects to W. McMillan Road, an arterial street. Hwy/Local)(Existing and Access to all proposed homes is shown from new local street that ends in a Proposed) cul-de-sac near the north boundary. Stub No opportunity for a future stub due to existing development and no existing Street/Interconnectivity/Cross stub to property from existing development. Access Existing Road Network No, except Joy Street and W. McMillan Road. Proposed Road The Applicant is required to dedicate additional right-of-way for W. Improvements McMillan Road and widen the paved surface area adjacent to the site. Applicant is also required to reconstruct Joy Street as %of a 33-foot wide local street section abutting the site. Applicant is proposing a new local street to dead-end in a cul-de-sac. Fire Service • Distance to Fire 2.1 miles from Fire Station#2;project area will eventually be serviced by Station Fire Station 8, scheduled to be opened in late Summer 2023. • Fire Response Time The project lies inside of the Meridian Fire response time goal of 5 minutes. Once Station 8 is constructed,response times will be reduced in this area. • Resource Reliability Fire Station#2 reliability is 85%(above the goal of 80%) • Accessibility Proposed project meets all required road widths, and turnaround dimensions. Water&Wastewater • Impacts/Concerns • See Public Works Site Specific Conditions Page 2 I I e- Gnln■nn IIIn�: r1IlIm11 UH minim IIII • • - • • • ��Illmll Illmlt� � • - • s • 1 mlmmmmm111: ■J7mmmN1 i 1n KIM !!N■IIII NMEN I ate, +�� r .•` IIII - • - D - i Z■IIm E� 1iri1 I • i EmlII111 . 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IIII �, � 1■!r •ate 111111 IN,, /i■IIIII J •i IIIIIIIII'• i■IIIII ��77 • IIIII J nnmmn u milli ' ��+unnw olio!!►• a IYr■�� Munn uunn ■ �i' - uunn wn� � ,� uunn mini :1- =unnull I■tfp.�s 'unnull ll�p�- a IIIIIIIIII � Ign1111 {-�� � U wN •_��nl 'I • Iwo _=_=■b � :loom ::-_nnm�- s unm :=-_mural- ■ � p Horn .-�wm� o -own -u11u1��■ IIIIIIJ =ate - =j ���ii�i�,��C7•i ,■■I� ■■- JIN • +rryN1 �. 11 IV. NOTICING Planning& Zoning City Council Posting Date Posting Date Newspaper Notification 5/31/2022 Radius notification mailed to properties within 500 feet 5/26/2022 Site Posting 6/4/2022 Nextdoor posting 5/25/2022 V. STAFF ANALYSIS A. Future Land Use Map Designation(hgps://www.meridiancity.org/compplan) Medium Density Residential(MDR)—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 subject 4.5 acres currently contains a barn or other agricultural building or two; the previous home appears to have been removed according to the latest aerial imagery. The subject site is abutted by two public roads;McMillan Road to the south and Joy Street to the west. Abutting to the north and east property lines are two existing R-4 developments, Vicenza Subdivision to the east and Summerwood Subdivision No. 2 to the north. The subject property is designated as Medium Density Residential on the future land use map consistent with existing development to the east and north. Due to the existing local street along the west boundary, the Applicant is proposing to take access from this street and close any existing access to McMillan, which is consistent with City code. The Applicant is proposing 14 building lots on 4.5 acres of land which constitutes a gross density of 3.06 units per acre, nearly the minimum density allowed within the MDR designation. The minimum building lot size proposed is 8,000 square feet which is the minimum lot size for the requested R-4 zoning district. The adjacent developments are of similar density and has building lots similar in size and also some that are larger than what are proposed with this project. There are no more than 2 building lots proposed adjacent to any single existing lot along the north and east boundaries and the Applicant has placed an open space lot along the north boundary and at the southeast corner of the site. Because the proposed development is consistent with the existing development to the east and north and no access to an arterial street is proposed,Staff believes annexing this land into the City is in the best interest of the City and is a logical expansion of City zoning and development so long as the Applicant adheres to Staffs recommended DA provisions and conditions of approval. Staff finds the proposed project to be generally consistent with the Comprehensive Plan, as discussed above. Specific Comprehensive Plan policies are discussed and analyzed below. The City may require a development agreement(DA) in conjunction with an annexation and rezone pursuant to Idaho Code section 67-651 IA.In order to ensure the site develops as proposed with this application, Staff recommends a DA that encompasses the land proposed to be annexed and zoned with the provisions included in Section VIITA1. The DA is required to be signed by the property owner(s)/developer and returned to the City within 6 months of the Page 4 Council granting the rezone and annexation approval.A final plat will not be accepted until the DA is executed and the AZ ordinance is approved by City Council. B. Comprehensive Plan Policies(https://www.meridiancity.orglcompplan): The applicable Comprehensive Plan policies are cited below with Staff analysis in italics. Staff is not analyzing the project against any mixed-use policies but is instead analyzing the project against general policies as the project is being reviewed with the MDR designation. "Avoid the concentration of any one housing type or lot size in any geographical area;provide for diverse housing types throughout the City"(2.01.01 G). The proposed project offers a density similar to the existing subdivisions to the east and north. Further, this property is part of a larger MDR area that is also redeveloping west of the site at the northeast corner of Black Cat and McMillan with smaller lot sizes than those proposed in Pickleball Court. Staff finds the density and lot sizes proposed on the subject 4.5 acres to be an appropriate transition from the existing subdivisions to the remaining county parcels to the west and those smaller developing projects further to the west. "Establish and maintain levels of service for public facilities and services,including water, sewer, police,transportation, schools, fire, and parks" (3.02.01 G).All public utilities are available for this project site due to the existing stub street on its east boundary.Applicant is required to dedicate additional right-of-way for future McMillan Road improvements (upgraded from two to three lanes in the future). The future Fire Station 8 will improve the response times in this entire area of the City and Fire has approved the accesses for the proposed plat. West Ada School District has not sent a letter regarding this application but with a relative low number of homes a large number of school aged children is not anticipated to be generated by this development. In addition, Pleasant View Elementary School is within walking distance of the subject site so any children in that age group would be able to get to school safely. Stafffinds that the existing and planned development of the immediate area create appropriate conditions for levels of service to and for this proposed project. "Require pedestrian access in all new development to link subdivisions together and promote neighborhood connectivity."(2.02.0ID).Proposed project will construct attached sidewalks within the development as well as along the east side of the Joy Street for added pedestrian access to the north through the existing pedestrian facilities in Summerwood Subdivision and out to Gondola Street, a collector street with access to multiple subdivisions in this section of the City. Staff finds the proposed pedestrian facilities show compliance with this policy. "Ensure that new development within existing residential neighborhoods is cohesive and complementary in design and construction." (2.02.02F).As discussed, the Applicant is proposing lot sizes averaging over 8,000 square feet, significantly similar to those within the adjacent subdivisions to the east and north. Further, the Applicant is proposing a density at the bottom of the anticipated density in this area of the City. Staff finds these aspects of the project makes for a project consistent with the existing development to the east but also most consistent with the remaining county residential parcels on the west side of Joy Street that have not yet redeveloped. "Require new development to establish street connections to existing local roads and collectors as well as to underdeveloped adjacent properties."(6.01.02C). The Applicant is proposing to construct a new local cul-de-sac street within the development for access to the proposed building lots. The new local street is proposed to connect to N. Joy Street, a county local street adjacent to the subject site. The Applicant is required to and is proposing to improve the existing right-of-way for Joy Street to include additional pavement, curb, gutter, and 5-foot wide attached sidewalks adjacent to the site. Further, the Applicant is required to construct 5-foot wide detached sidewalk along McMillan Road consistent with existing improvements to the east, Page 5 further extending the arterial street pedestrian facilities and safe pedestrian access to the commercial uses at the Ten Mile and McMillan intersection. In addition, the proposed road and pedestrian facility improvements will add to the safety of the underdeveloped county parcels that utilize Joy Street and Daphne Street, the local street that branches off and heads west of Joy at the northwest corner of the site. Staff finds this development to be generally consistent with the Comprehensive Plan. C. Existing Structures/Site Improvements: According to GIS imagery,there appears to be a couple outbuildings on the subject site. Any and all structures and debris are proposed to be removed upon development of this project. Furthermore,the existing access for this site is via a driveway connection to W. McMillan Road that will also be closed upon development.No other site improvements appear to be present. D. Proposed Use Analysis: The proposed use is detached single-family residential with an average lot size of 8,620 square feet and a minimum lot size of 8,000 square feet,based on the submitted plat(Exhibit VII.B). This use is a permitted use in the requested R-4 zoning district per UDC Table 11-2A-2 and all lots are shown to meet the minimum lot size requirement of 8,000 square feet and minimum street frontage requirement of 60 feet. The Applicant has noted the development is expected to develop as one phase due to the size of the proposed project. E. Dimensional Standards(UDC 11-2): The residential lots are shown to meet all UDC dimensional standards per the submitted plat. In addition, all subdivision developments are also required to comply with Subdivision Design and Improvement Standards(UDC 11-6C-3). Some of the lot dimensions shown on the submitted preliminary plat do not compute to the minimum lot size of 8,000 square feet. Prior to the City Council hearing, the Applicant should ensure all lots meet the minimum lot size requirement for the requested R-4 zoning district. Staff's calculations of the lot dimensions depicted show many of the lots are slightly under the minimum lot size—there are multiple areas in the subject site design where the needed extra area can be obtained by adjusting lot lines so Staff is not concerned with the Applicant being able to comply with this dimensional standard. Per UDC 11-6C-3B.4, no dead-end street shall be longer than 500 feet. The subject project is proposed with a cul-de-sac as the only access to the proposed single family lots and is shown to be approximately 450 feet in length and compliant with this code section. In addition, the Applicant is proposing one(1) common drive in the southeast corner of the project for access to Lot 4. Lot 7 also abuts this common drive but is not shown to take access from it as required by UDC 11-6C-3D.5. With the final plat submittal, the Applicant should provide an exhibit that demonstrates Lot 7 taking access from the common driveway in accord with UDC standards. F. Building Elevations(UDC 11-3A-19 I Architectural Standards Manual): The Applicant submitted conceptual building elevations for the proposed detached single-family homes.Note that detached single-family homes do not require Design Review approval therefore Staff does not review these for compliance with any architectural standards. The submitted elevations depict a number of different architectural and design styles with field materials of lap siding and fiber cement board and differing accent materials, roof profiles, and overall varying home styles. Page 6 G. Access(UDC 11-3A-3, 11-3M--4): Access is proposed via a new local street(shown as W. Riva Capri)connection to N. Joy Street approximately 200 feet north of the Joy and W.McMillan intersection. There are no existing stub streets adjacent to the site and Joy Street runs along the entire west boundary which is why the Applicant is proposing an access point to this local street and proposing Riva Capri to end as a cul-de-sac within the site, as shown on the submitted preliminary plat. Further, according to the proposed plat,Riva Capri is proposed as 33-foot wide local street with 5-foot attached sidewalks and Joy Street is shown to be improved with curb, gutter, and 5-foot wide attached sidewalk. The proposed street design complies with all UDC standards and ACHD conditions of approval. H. Parking(UDC 11-3C): Off-street parking is required to be provided in accord with the standards listed in UDC Table II- 3C-6 for single-family dwellings based on the number of bedrooms per unit. Staff will confirm compliance with these standards at the time of building permit submittal for each residence. In addition,there is opportunity for on-street parking where there are no driveways because Riva Capri is proposed as a 33-foot wide street section. 1. Sidewalks(UDC 11-3A-17): 5-foot wide attached sidewalks are proposed along the new proposed local street.W. Riva Capri and along the east side of N. Joy Street,consistent with UDC and ACHD requirements. The proposed sidewalk dimensions also meet UDC 11-3A-17 and ACHD standards. The Applicant is also proposing 5-foot wide detached along W. McMillan road consistent with existing sidewalk to the east and UDC standards. Staff supports the proposed sidewalk facilities. According to the submitted plat and landscape plan, the proposed 5-foot detached sidewalk along McMillan directly abuts the ultimate right-of-way line. UDC 11-3B-7C.la requires that all detached sidewalks shall have an average minimum separation ofgreater than four(4)feet to back of curb to allow for vegetative separation between the travel lanes and pedestrian facilities and to ensure these facilities are in fact detached from the vehicular right-of-way. In these instances, "back of curb"is in reference to the ultimate right-of-way line. Therefore, the Applicant should submit revised plans depicting the detached sidewalk to be at least 4 feet behind the future right-of-way line. J. Landscaping(UDC 11-3B): A 25-foot wide street buffer is required along W. McMillan Road,an arterial street,landscaped per the standards in UDC Table 11-3B-7C. In addition, a minimum 10-foot street buffer is required along the east side of Joy Street to ensure the abutting lots are not double fronting lots and should be landscaped per UDC 11-3B-7. All landscape areas should be landscaped per UDC 11-3B-5, general landscaping standards. Lastly, according to the submitted landscape plan,the Applicant is proposing a gravity irrigation holding pond which should comply with UDC 11-313- 11 standards. The Applicant is showing a common lot along W. McMillan Road that is at least 25 feet in width and is depicted with 9 trees and one landscape bed at the corner of Joy and McMillan; this proposed landscaping does not fully comply with UDC requirements. The number of trees shown complies with UDC requirements but UDC 11-3B-7 also requires vegetative ground cover beyond that ofgrasses. Specifically, no more than 65%of the landscaped area is permitted to be grass and other area shall be comprised of additional planting beds for shrubs and other vegetative ground cover. The Applicant should revise the landscape plan to depict additional vegetative ground cover to meet this standard. Page 7 The Applicant is showing approximately a 1 S foot wide landscape buffer along the west boundary abutting the east side off. Joy Street, measured from the back of sidewalk. This buffer is required to ensure the lots internal to the project do not have frontage to two public roads. City code requires these buffers to be a minimum of 10 feet in width so the Applicant's proposal to construct a 1 S foot buffer exceeds code requirements.Essentially, the 1 S foot buffer is a local street buffer that is still governed by code but is not typically required; the proposed site design has created this situation so landscaping standards apply. For example, a total of 14 trees are required within this buffer and the Applicant is showing 16 trees. However, UDC 11-3B-7C.3 requires that at least 25%of street buffer trees are Class H trees and it is not clear from the landscape table that the trees noted along Joy are Class I or Class H. The Applicant should clarify this and correct this if additional Class II trees are needed within this buffer. NOTE: The subject project is less than 5 acres in size,therefore the UDC does not require compliance with the qualified open space standards in UDC 11-3G.However,the applicant is proposing some open space which Staff has analyzed below. There are two main areas of open space that would qualify under the UDC: 1)the required street buffer along McMillan,and 2) an open space lot along the north boundary of the project(Lot 12).In addition,the Applicant is showing an additional grassy area in the southeast corner of the site but this area is noted to be a future gravity irrigation holding pond.The submitted plans do not depict how this will be designed so Staff presumes it would not be qualified open space. The Applicant should add an exhibit and more detail to the landscape plan that shows how this "pond"will be constructed and what it will look like. Within the Lot 12 open space lot along the north boundary,the preliminary plat has a notation that a pickleball court will be present. The Applicant should revise the landscape plans to depict this proposed amenity and its location. Staff is recommending a DA provisions requiring the applicant to comply with the open space and amenity as proposed. K. Fencing(UDC 11-3A-6, 11-3A-7): All fencing is required to comply with the standards listed in UDC 11-3A-7. The Applicant is proposing to protect and use the existing 6-foot solid fencing along the north and east boundaries and is proposing 6-foot vinyl fencing along the rear lot lines adjacent to N. Joy Street and W. McMillan Road. The Applicant is depicting 6-foot open vision fencing along the east property line of Lot 4 and a portion of the south property lien of Lot 7 where these properties abut an open space lot utilized for gravity irrigation holding pond, according to the landscape plans. The proposed fencing meets or exceeds all UDC requirements. L. Utilities (UDC 11-3A-21): The Applicant is proposing and is required to extend necessary public utilities for the proposed detached single-family dwellings within the Pickleball Court Subdivision. Public Works has reviewed the subject applications for compliance with their standards and finds them to be in general compliance except for specific conditions outlined in Section VIII.B of this report. Specifically, Public Works is seeking a 20 foot easement within Lot 12 and a 20 foot easement along the north side of Lot 13 for a potential future water loop back to Joy Street. This condition has been added to the conditions of approval in Section VIII.B. Page 8 VI. DECISION A. Staff: Staff recommends approval of the requested annexation and preliminary plat applications with the requirement of a Development Agreement per the conditions of approval in Section VIII of this report per the Findings in Section IX of this staff report. B. The Meridian Planning&Zoning Commission heard these items on June 16,2022.At the public hearing,the Commission moved to recommend approval of the subject Annexation and Zoning and Preliminary Plat requests. 1. Summary of Commission public hearing: a. In favor: Matthew Gardner,Gardner Homes—Applicant. b. In opposition:None c. Commenting: Theodore Lye,Neighbor; d. Written testimony: None e. Staff presenting application: Joseph Dodson,Associate Planner f. Other Staff commenting on application:None 2. Key issue(s) testimony a. Plan to mitigate dust during construction if project is approved and moves forward; 3. Key issue(s)of discussion by Commission. a. Difference in height of proposed homes to those existing to the east, is there intention to match them—Applicant plans to attempt this where possible, b. Are lights planned around proposed sports court at north end of site; C. Discussion of project location in relation to recent denied project on south side of McMillan—noted differences between projects in size, density, and no direct access to McMillan Road. 4. Commission change(s)to Staff recommendation: a. Modify relevant provisions per Staff presentation at the hearing on June 16, 2022. 5. Outstandingissue(s)ssue(s) for City Council: a. None C. The Meridian City Council heard these items on July 26,2022.At the public hearing.the Council moved to approve the subject Annexation and Zoning and Preliminary Plat requests. I. Summary of the City Council public hearing: a. In favor: Tamara Thompson,Applicant Representative. b. In opposition: None C. Commenting: Tamara Thompson: Paul Elam.neighbor• d. Written testimony:None e. Staff presenting application: Joseph Dodson,Associate Planner £ Other Staff commenting on application: None 2. Key issue(s)of public testimony: a. Desire to delay project to study the traffic impact of proposed development due to constrained corridor of McMillan. 3. Key issue(s)of discussion by City Council: a. Design of future irrigation pond and purpose of pond—will it be aerated and designed appropriately per code: Level of Service rating of McMillan at time of ACHD report—Better than"E": Is there a right-turn lane required westbound on McMillan onto Joy. 4. City Council change(s)to Commission recommendation: a. None Page 9 VII. EXHIBITS A. Annexation and Zoning Legal Description and Exhibit Map LEGAL DESCRIPTION THE ri r Page 1 OF 1 LAND GROUP April 19,2022 Project No.:121130 EXHIBIT"A" PICKLEBALL COURT SUBDIVISION ANNEXATION/REZONE DESCRIPTION A parcel of land located in the Southeast Quarter of the Southwest Quarter of Section 27,Township 4 North,Range 1 West,Boise Meridian,Ada County,Idaho,being more particularly described as follows: Commencing at the South One Quarter Corner of Section 27 of said Township 4 North,Range 1 West, (from which point the southwest corner of said Section 27 bears North 89°35'49"West,a distance of 2654.00 feet distant),said South One Quarter Corner of Section 27 being the POINT OF BEGINNING; Thence from said South One Quarter Corner,North 89'35'49"West,a distance of 334.34 feet on the South line of said Section 27 to a point common with the Centerline intersection of North Joy Street; Thence North 00'25'00"East,a distance of 646.62 feet on the Centerline of said North Joy Street; Thence South 89'15'37"East,a distance of 334.75 feet to a point on the north-south mid- section line of said Section 27; Thence South 00'27'09"West,a distance of 644.68 feet on said mid-section line to the POINT OF BEGINNING. The above described contains 4.96 acres more or less. PREPARED BY: The Land Group,Inc. N1,LAjV �0 1 TR G W a 7880 4-19-2022 James R.Washburn 'rq�T9TE OF s.R WA 462 East Shore Drive,Suite 100,Eagle,Idaho 83616 208.939.4041 thelandgroupinn.com Page 10 SUMMER WOOD SUBDIV1510N � W BLOCK 2 .7880 � � S89°15'37"E 334.75' 4-19-2022 tpTaT£OF 0P�� I R.wLO I ��o P� I I I I I I . I d z `� — L — i { ANNEX/REZONE m I AREA:±4.96 AC o I w U (215,990.42 SQ.Fr.) N w a G] w H m o f z Q N W U O O U Y Z � Q � I I cc I I I SW.CORNER POINT OF BEGINNING SECTION 27 SOUTH QUARTER T.4N.,RAW.,B.M. SECTION 27 --- - T.4N.,RAW.,B.M. I F _ N89°35'49"W 334.34' _ N89°35'49"W 2654.00 W. McMILLAN ROAD Exhibit "B" a 100 zoo g Horizontal Scale 1"=100' Project No:121130 Date of Issuance:04/19/2022 s i��•THE Annex / Rezone r r� 5�v �LAND o m GROUP r Page 11 B. Preliminary Plat(dated: 3/18/2022) A! oao ......... s8wOH Jauapics s CL NOISIAlcons ann nvomm aF z n an �,P A A, P ---------------- O rE LL ------------ ------------ ------------ F-I gz Page 12 i W3nNCo,l°TMRV�R� ' 6 ---- � PB22�%5&3°0 5022D%U269 " �� i SUMIAEP U'OOx Ax9UIVl01°N I DAPHNE SFII 1011' .. 7927' NB9"153]'W-.e6• px.2B• ]4 .� --------- V --OPEN SPACE 1p INLLULE r---- --, �90_ PILSLEdRLfiOELL ., / 5 a1sm 1143BSF LL °LL / L11 a � ram_ - I -too-_ ' w f I I 1_i� ri- f I If I�oa51zo32u easnns PavSO PCAL FLIe C 2tl 15. m I e°S°s F. I TYP 7y1� —IING BJN WATEP I - IL g I Ls I I ra°ssi±osao c5 a 12r_ e000sf. ml Cr I le a m IL J RNr e _ Si — --____-- I e000sf_ !a3v r_____1zr- Rsxstzma° N I I g N.RIYd L'APRf 9TR68T R-12L3m I I I I I - I I ' �I n I m >z I I m1e 5.f. I � axm M1F. I LE ��I . a 65meP_ = III f. _ �tmnsc -I 1171 EI A` I � I _ I I I I I ., I I - - UPEx sPNLETN UJLwoE 6 I L____ J L� � L— IPaxanox Poxo W a 51' RIGMLFyyIgT � � � �39 P°Q512W0° WW I MV W 31G• `LL sf%STI.—I mi IPPIGAnUN BTRLGTUPf a Wes _ -OHP OHP ��—gryP V ONP OHP OXP OHP C _ ..HF (�I`fi1]' � — a Ax CG—EP EG EU EP CG —C � _ mEL -EG L �x09'IT5915'2A56 = 5P— P- —op S K M14n AflllAN ROR(J iAP1EPIAL) i _—EP 23411P ___ fP =EP- EP— —F 3D3.83' _rr¢ —fP_— _±.EP EV9 COft eEC Z/ SWGURSSLZJJ (SCSIS NSI �M �V LPSFi °i CP6F#2515U]9245 RM' R'1V WW RVx RAV WW 21T-116131 I � Fxw Preliminary Plat-overview ° II a�-�.� t HoimAal9�le. ,•=9O Page 13 C. Landscape Plans(date: 3/18/2022) S8wOH as OMB NOISIAIOgns imm 11VU31)13ld L F, z Y C) X I L I El Os, T q H 0 No -00 ------- 7f7 II OVA iL --------- CL CL I L Page 14 \ ----- —— - ---- --w r ------- =12i85 B.F. I I � I � Y I _ 0 --J III I' I — — j se II � ' z l fie°s sr. I Or- I` I is.r. I �r-- —J I I I eons I I I I I � - i I11 I I ---- ----- I , .I B I _ I -t ' lJJ I 80W8F 1 � r + u I Z _ _ B435 S.F' 3 r ,-... I "� amo s.F. 8,118 O 17815.F� - - I I I a 4 III I I 3 L1 'BOIA SF. 80135.F, I I I I - � i I I _ 03i AG e 6 ' I I I I - I - Gn II I I it J L _DHP 1 -� �L-EG��fG�r W.MCMILLAN ROAD EP Preliminary Plat-Landscape Plan ° \ j' Horirv-al Gcala 1"=30' Page 15 D. Conceptual Building Elevations iimw Page 16 VIII. CITY/AGENCY COMMENTS & CONDITIONS A. 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 and the property owner(s)/developer at the time of annexation ordinance adoption, and the developer.A final plat will not be accepted until the DA is executed and the Annexation and Zoning ordinance is 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 substantially consistent with the approved plat, landscape plan(including proposed open space and piekleball sports court amenity), and conceptual building elevations included in Section VII and the provisions contained herein. b. The rear and/or sides of homes visible from W. McMillan Road(Lots 1-4) 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 that are visible from the subject public street.Single-story structures are exempt from this requirement. Preliminary Plat Conditions: 2. The preliminary plat included in Section VII.B, dated March 18, 2022, shall be revised as follows prior to submitting for Final Plat approval: a. Ensure all lots meet the minimum lot size requirement for the requested R-4 zoning district of 8,000 square feet. b. Any existing accesses to W. McMillan Road shall be closed upon development of the site. c. Correct the plat to show Lot 7 to take access from the common drive,Lot 6 OR revise the plat to show Lot 4 with the minimum required street frontage of 30 feet when along a curve and remove the common drive alto eg ther. d. Depict the required 5-foot wide detached sidewalk within the landscape buffer along W. McMillan Road and place it at least four(4) feet north of the ultimate right-of-way line to allow for landscaping on both sides of the sidewalk and ensure it is detached from the roadway and allow the 25-foot buffer to be measured from the ultimate right-of-way instead of the back of the sidewalk,per UDC 11-313-7C.1 a OR place said sidewalk within ACHD right-of-way per the ACHD condition of approval. 3. The landscape plan included in Section VII.C,dated March 18,2022, shall be revised as follows prior to submitting for Final Plat approval: a. Depict the detached sidewalk along W. McMillan Road in accord with UDC 11-313- 7C.1 a, as noted above. b. Depict the location of the noted piekle 4afl-Worts court amenity within Lot 12 and provide a detail of the amenity. Page 17 c. Depict the correct amount of vegetative ground cover per UDC 11-3B-7 in the landscape buffers along N. Joy Street and W.McMillan Road. d. Clarify in the landscape calculations table the class type of the trees proposed and ensure the Joy Street buffer complies with UDC 11-3B-7C.3 that requires at least 25%of the required trees to be Class II. e. Include any and all tree mitigation information per UDC 11-3B-10 standards. f. Add an exhibit and detail to the landscape plan that shows how the gravity irrigation holding pond(a portion of Lot 5)will be constructed and what it will look like, consistent with UDC 11-3G-3B.6 standards. 4. Future development shall be consistent with the minimum dimensional standards listed in UDC Table 11-2A-5 for the R-4 zoning district. 5. Off-street parking is required to be provided in accord with the standards listed in UDC Table 11-3C-6 for single-family dwellings based on the number of bedrooms per unit. 6. The Applicant shall comply with all ACHD conditions of approval. 7. Lots 13-17 shall take access from the proposed internal local street(W. Riva Capri Street) and not to N. Joy Street, consistent with UDC 11-6C-3A.1. 8. Provide a pressurized irrigation system consistent with the standards as set forth in UDC 1I- 3A-15,UDC 11-3B-6 and MCC 9-1-28. 9. An exhibit shall be submitted with the final plat application for the lots accessed by the common driveway(Lot 6)that depicts the setbacks, fencing,building envelope and orientation of the lots and structures in accord with UDC 11-6C-3D. Driveways for abutting properties that are not taking access from the common driveway(s) shall be depicted on the opposite side of the shared property line away from the common driveway. Solid fencing adjacent to common driveways is prohibited unless separated by a minimum 5-foot wide landscaped buffer. 10. Upon completion of the landscape installation, a written Certificate of Completion shall be submitted to the Planning Division verifying all landscape improvements are in substantial compliance with the approved landscape plan as set forth in UDC 11-3B-14. 11. The preliminary plat approval shall become null and void if the applicant fails to either: 1) obtain the City Engineer signature on a final plat within two years of the date of the approved findings; or 2)obtain approval of a time extension as set forth in UDC 11-6B-7. B. PUBLIC WORKS Site Specific Conditions of Approval 1. Water line in Joy Street in front of development is not existing and needs to be extended to W. McMillan Road. 2. Provide 20'easement in lot 12 and 20'easement along the north side of Lot 13 for potential future water loop back to Joy Street. 3. Ensure no sewer services pass through infiltration trenches. 4. The geotechnical investigative report prepared by Atlas Technical Consultants,LLC indicates some very specific construction considerations. The applicant shall be responsible for the adherence of these recommendations. Page 18 General Conditions of Approval 1. Applicant shall coordinate water and sewer main size and routing with the Public Works Department, and execute standard forms of easements for any mains that are required to provide service outside of a public right-of-way. Minimum cover over sewer mains is three feet,if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. 2. Per Meridian City Code (MCC),the applicant shall be responsible to install sewer and water mains to and through this development. Applicant may be eligible for a reimbursement agreement for infrastructure enhancement per MCC 8-6-5. 3. The applicant shall provide easement(s)for all public water/sewer mains outside of public right of way(include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility, or 30-feet wide for two. The easements shall not be dedicated via the plat,but rather dedicated outside the plat process using the City of Meridian's standard forms. The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement(on the form available from Public Works),a legal description prepared by an Idaho Licensed Professional Land Surveyor,which must include the area of the easement(marked EXHIBIT A) and an 81/2"x 11"map with bearings and distances(marked EXHIBIT B)for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted,reviewed, and approved prior to development plan approval. 4. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 9-1-28.C). 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. 5. All existing structures that are required to be removed shall be prior to signature on the final plat by the City Engineer. Any structures that are allowed to remain shall be subject to evaluation and possible reassignment of street addressing to be in compliance with MCC. 6. All irrigation ditches,canals, laterals, or drains, exclusive of natural waterways,intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42-1207 and any other applicable law or regulation. 7. Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so,how they will continue to be used, or provide record of their abandonment. 8. Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact Central District Health for abandonment procedures and inspections(208)375-5211. 9. Street signs are to be in place, sanitary sewer and water system shall be approved and activated, road base approved by the Ada County Highway District and the Final Plat for this subdivision shall be recorded,prior to applying for building permits. Page 19 10. A letter of credit or cash surety in the amount of 110%will be required for all uncompleted fencing, landscaping, amenities,etc.,prior to signature on the final plat. 11. All improvements related to public life, safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer, an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. 12. Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process,prior to the issuance of a plan approval letter. 13. It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. 14. Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. 15. Developer shall coordinate mailbox locations with the Meridian Post Office. 16. Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill,where footing would sit atop fill material. 17. The design engineer shall be required to certify that the street centerline elevations are set a minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. 18. The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACHD. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans. This certification will be required before a certificate of occupancy is issued for any structures within the project. 19. At the completion of the project,the applicant shall be responsible to submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the project. 20. A street light plan will need to be included in the civil construction plans. Street light plan requirements are listed in section 6-7 of the Improvement Standards for Street Lighting. A copy of the standards can be found at http://www.meridianciiy.or ublic_works.aspx?id=272. 21. The City of Meridian requires that the owner post to the City a performance surety in the amount of 125%of the total construction cost for all incomplete sewer,water and reuse infrastructure prior to final plat signature. This surety will be verified by a line item cost estimate provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit,cash deposit or bond. Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 22. The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20%of the total construction cost for all completed sewer,water and reuse infrastructure for duration of two years. This surety will be verified by a line item cost estimate provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond. Applicant must file an application for surety,which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. Page 20 C. FIRE DEPARTMENT https:llweblink.meridianciU.org/WebLink/DocView.aspx?id=261475&dbid=0&r0o=MeridianC i &cr=1 D. ADA COUNTY DEVELOPMENT SERVICES https:llweblink.meridiancily.org/WebLink/Doc View.aspx?id=261699&dbid=0&r0o=MeridianC ity E. DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) https:llweblink.meridiancily.org/WebLink/Doc View.aspx?id=262292&dbid=0&repo=MeridianC ity F. NAMPA/MERIDIAN IRRIGATION DISTRICT(NMID) https:llweblink.meridiancily.org/WebLink/DocView.aspx?id=263094&dbid=0&r0o=MeridianC ity G. ADA COUNTY HIGHWAY DISTRICT(ACHD) https:llweblink.meridiancily.orglWebLinkIDocView.aspx?id=261626&dbid=0&repo=MeridianC iv IX. FINDINGS A. Annexation and Zoning(UDC 11-513-3E) Required Findings: 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; City Council finds the proposed zoning map amendment to annex the property into the City of Meridian with the R-4 zoning district with the proposed preliminary plat and site design is consistent with the Comprehensive Plan, if all conditions of approval are met. 2. The map amendment complies with the regulations outlined for the proposed districts, specifically the purpose statement; City Council finds the proposed zoning map amendment and the request for the development complies with the regulations outlined in the requested R-4 zoning district and is consistent with the purpose statement of the requested zone. 3. The map amendment shall not be materially detrimental to the public health, safety, and welfare; City Council finds the proposed zoning map amendment should 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 City Council finds the proposed zoning map amendment will not result in an adverse impact on the delivery of services by any political subdivision providing public services within the City. Page 21 5. The annexation(as applicable)is in the best interest of city. City Council finds the annexation is in the best interest of the City. B. Preliminary Plat Findings: 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; City Council finds that the proposed plat is in substantial compliance with the adopted Comprehensive Plan in regard to land use, density, transportation, and pedestrian connectivity. (Please see Comprehensive Plan Policies in, Section V of this report for more information) 2. Public services are available or can be made available and are adequate to accommodate the proposed development; City Council finds that public services will be provided to the subject property with development. (See Section VIII of the Staff Report for more details from public service providers) 3. The plat is in conformance with scheduled public improvements in accord with the City's capital improvement program; Because City water and sewer and any other utilities will be provided by the development at their own cost, City Council finds that the subdivision will not require the expenditure of capital improvement funds. 4. There is public financial capability of supporting services for the proposed development; City Council finds there is public financial capability of supporting services for the proposed development based upon comments from the public service providers(i.e.,Police,Fire,ACHD, etc). (See Section VIII for more information) 5. The development will not be detrimental to the public health, safety or general welfare; and, City Council is not aware of any health, safety, or environmental problems associated with the platting of this property. 6. The development preserves significant natural,scenic or historic features. City Council is unaware of any significant natural, scenic or historic features that exist on this site that require preserving. Page 22 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Findings of Fact, Conclusions of Law for Pinedale Subdivision (H-2022-0001) by Pine Project, LLC, Located at 3275 W. Pine Ave. (Parcel #S1210417400) CITY OF MERIDIAN FINDINGS OF FACT,CONCLUSIONS OF LAW C�f[EFI DIAN:-~' AND DECISION&ORDER In the Matter of the Request for Annexation and Zoning of 1.22 acres of land with a request for the R-8 zoning district and a Preliminary Plat for 7 building lots and 1 common lot on 1.22 acres in the requested R-15 zoning district,by Pine Project,LLC. Case No(s).H-2022-0001 For the City Council Hearing Date of: July 26,2022 (Findings on August 9,2022) A. Findings of Fact 1. Hearing Facts(see attached Staff Report for the hearing date of July 26,2022, incorporated by reference) 2. Process Facts(see attached Staff Report for the hearing date of July 26,2022,incorporated by reference) 3. Application and Property Facts(see attached Staff Report for the hearing date of July 26,2022, incorporated by reference) 4. Required Findings per the Unified Development Code(see attached Staff Report for the hearing date of July 26, 2022, 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 § 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. FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(PINEDALE SUBDIVISION-FILE#H-2022-0001) - 1 - 7. That this approval is subject to the Conditions of Approval all in the attached Staff Report for the hearing date of July 26, 2022, 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 Annexation and Zoning and Preliminary Plat is hereby approved per the conditions of approval in the Staff Report for the hearing date of July 26,2022, 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 11-6B-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 FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(PINEDALE SUBDIVISION-FILE#H-2022-0001) -2- 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 11(UDC 11-513-6F). 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 July 26,2022. FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(PINEDALE SUBDIVISION-FILE#H-2022-0001) -3- By action of the City Council at its regular meeting held on the 9th day of August 2022. COUNCIL PRESIDENT BRAD HOAGLUN VOTED COUNCIL VICE PRESIDENT JOE BORTON VOTED COUNCIL MEMBER JESSICA PERREAULT VOTED COUNCIL MEMBER LUKE CAVENER VOTED COUNCIL MEMBER TREG BERNT VOTED COUNCIL MEMBER LIZ STRADER VOTED MAYOR ROBERT E. SIMISON VOTED (TIE BREAKER) Mayor Robert E. Simison 8-9-2022 By Brad Hoaglun, Council President Attest: Chris Johnson 8-9-2022 City Clerk Copy served upon Applicant, Community Development Department, Public Works Department and City Attorney. By: Dated: 8-9-2022 City Clerk's Office FINDINGS OF FACT,CONCLUSIONS OF LAW AND DECISION&ORDER FOR(PINEDALE SUBDIVISION-FILE#H-2022-0001) -4- EXHIBIT A STAFF REPORT E COMMUNITY N --- COMMUNITY DEVELOPMENT DEPARTMENT HEARING 7/26/2022 Legend DATE: 0 Project Location _LU_L LrU TO: Mayor&City Council o ff FROM: Joe Dodson Associate Planner ^ a� [TTI llTff�iH ;� 208-884-5533 �[Tt SUBJECT: H-2022-0001 x _a ._ Pinedale Subdivision ------ - LOCATION: The site is located at 3275 W. Pine Avenue (Parcel#S 1210417400), at the east terminus of W.Newland Street inar the Chesterfield Subdivision,in the NW 1/4 of the SE 1/4 of Section 10, Township 3N,Range 1 W. pun 1. PROJECT DESCRIPTION Annexation and Zoning of 1.22 acres of land with a request for the R-8 zoning district and a Preliminary Plat for 7 building lots and 1 common lot on 1.22 acres in the requested R-15 zoning district,by Pine Project, LLC. NOTE: This application was remanded back to Planning and Zoning Commission from City Council at the request of the Applicant for the purpose of revising the preliminary plat in response to the discussions held at the March 3,2022 Commission meeting.This staff report contains analysis on the revised preliminary plat and zoning request and should be treated as a new staff report for the Pinedale Subdivision—the original staff report can be reviewed within the public record. II. SUMMARY OF REPORT A. Project Summary Description Details Page Acreage 1.22 acres Future Land Use Designation Mixed-Use Community 6-15 du/ac Existing Land Use(s) County Residential Proposed Land Uses Detached Single-family Residential Lots(#and type; 8 total lots—7 residential building lots and 1 common bldg./common)) lot Phasing Plan #ofphases) 1 phase Number of Residential Units 7 single-family detached units Page 1 Description Details Page Density Gross—5.74;Net—approximately 9.86 Open Space (acres,total Approximately 9,970 square feet of open space /buffer/ ualified (approximately 18.8% Amenity Micro-path connection to future multi-use pathway at north end of property Neighborhood meeting date; # November 5,2021 — 1 attendee of attendees: History(previous approvals) No previous approvals with the City B. Community Metrics Description Details Page Ada County Highway District • Staff report(yes/no) Yes • Requires ACHD No Commission Action es/no) Access Access is proposed via extension of the existing stub street,Newland Street; (Arterial/Collectors/State it is proposed to be extended into the site as a cul-de-sac. Hwy/Local)(Existing and Proposed) Stub No opportunity for further public street extension;Newland Street will Street/Interconnectivity/Cross terminate within the site as a full cul-de-sac. Access Existing Road Network No Proposed Road The Applicant is only required to extend Newland Street into the site.No Improvements other road improvements are proposed or required. Fire Service • Distance to Fire 2.8 miles from Fire Station#2. Station • Fire Response Time The project currently lies outside of the Meridian Fire response time goal of 5 minutes. Once Pine Avenue is constructed over the Tenmile Creek,the project will lie within the response time goal window. • Resource Reliability Fire Station#2 reliability is 85%(above the goal of 80%) • Risk Identification Risk Factor 2—Residential with hazards(Tenmile Creek along east boundary) • Accessibility Proposed project meets all required road widths, and turnaround dimensions. Cul-de-sac is required to be signed"No Parking,"per Fire Department regulations. Police Service No report—see online record for any comments from MPD. Wastewater • Distance to Sewer 0' Services Page 2 Description Details Page • Project Consistent Yes with WW Master Plan/Facility Plan • WRRF Declining 14.26 Balance • Impacts/Concerns • Flow is committed • See Public Works Site Specific Conditions • Additional 510 gpd flow was committed to model Water • Distance to Services 0' • Pressure Zone 2 • Project Consistent Yes with Water Master Plan • Water Quality None Concerns • Impacts/Concerns See site specific conditions in Section VIII.B Page 3 �rnn � ■■ u - . - i❑ ■■■ ■■■�IN r■■■ rr■■■■�i WINE11n1 IIIIII 111 _ r�n ■�L . 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NOTICING Planning& Zoning City Council Posting Date Posting Date Newspaper Notification 5/31/2022 7/10/2022 Radius notification mailed to properties within 500 feet 5/26/2022 7/7/2022 Site Posting 5/31/2022 7/15/2022 Nextdoor posting 5/25/2022 7/8/2022 V. STAFF ANALYSIS A. Future Land Use Map Designation(https:llwww.meridianciby.or /g compplan) Mixed-Use Community(MU-C)—The purpose of this designation is to allocate areas where community-serving uses and dwellings are seamlessly integrated into the urban fabric(residential dwellings are allowed at a gross density of 6-15 du/ac). The intent is to integrate a variety of uses, including residential, and to avoid mainly single-use and strip commercial type buildings.Non- residential buildings in these areas have a tendency to be larger than in Mixed Use Neighborhood (MU-N) areas,but not as large as in Mixed Use Regional(MU-R) areas. Goods and services in these areas tend to be of the variety that people will mainly travel by car to,but also walk or bike to (up to three or four miles). Employment opportunities for those living in and around the neighborhood are encouraged. The subject 1.2 acres is designated as mixed-use community but is part of a larger, 30-acre mixed-use designated area to the east that is west of Ten Mile and south of the future Pine Avenue extension (more MU-C acreage exists on the east side of Ten Mile as well). However, this site is physically separated from this MU-C area by the Tenmile Creek that abuts the east boundary of the subject site with only a future pedestrian connection available for any connectivity between this site and the MU-C parcels to the east. Because of the physical separation and the lack of connectivity to the east, Staff believes this project and site is more consistent with the existing subdivision to the west, Chesterfield Subdivision, than it is with any mixed-use project to the east (Foxcroft or Mile High Pines). Chesterfield and all of the residential to the west and northwest of this site is in the Medium Density Residential(MDR)future land use designation and contemplates residential development in the density range of 3-8 du/ac such as the proposed Pinedale Subdivision. Because of these facts, Stafffinds it appropriate to analyze the subject project against the MDR designation instead of the MU-C designation by floating that designation to this site, as allowed per the Comprehensive Plan. Since the original project description was published, the Applicant and Staff have worked together to respond to comments received from the Planning and Zoning Commission in regards to density, zoning, and parking concerns. In response, the Applicant has revised the plat and has proposed seven (7) building lots instead of 10 and has completely removed the previously proposed common drive. 7 lots on 1.22 acres of land has a gross density of 5.74 du/ac, within the allowed gross density in the MDR designation. Therefore, the Applicant is proposing a project consistent with the adjacent MDR future land use designation. Due to the site being at the end of an existing stub street, the only vehicular connection is via extension of the stub street(Newland Street) into the property which is required to terminate within the site as a full cul-de-sac, requiring a large portion of the site to be reserved for right-of-way and reduces the buildable area of the project. Despite this fact, the Applicant is proposing lots at least 4,000 square feet in size and is requesting the R-8 zoning district to be more consistent with the Chesterfield development to the west which is existing R-8 zoning. Page 5 Original discussions with the Applicant contemplated 15 building lots on the subject site but the Applicant submitted the preliminary plat with 12 lots after Staff voiced concerns over the proposed density, lot sizes, and overall livability of the project. Other discussions occurred following submittal of the subject applications and the Applicant reduced the number of building lots to 10. The Planning and Zoning Commission recommended denial of the project to City Council based on these same concerns so the Applicant requested to be remanded back to have an adequate opportunity to respond to the concerns noted. As noted, the requested seven building lots allows the project to further comply with the MDR designation by being less than 6 du/ac. Furthermore, the combination of this reduction in density and the requested R-8 zoning district should make Pinedale more consistent with the existing development to the west as Staff finds most appropriate. Furthermore, the subject site is surrounded by existing City zoning in all directions with existing development to the south, west, and northwest and entitlements on the land to the east and northeast. Therefore,Staff believes annexing this land into the City to remove this small county enclave is in the best interest of the City so long as the Applicant adheres to Staffs recommended DA provisions and conditions of approval. Staff finds the proposed project to be generally consistent with the Comprehensive Plan, as discussed above. Specific Comprehensive Plan policies are discussed and analyzed below. The City may require a development agreement(DA) in conjunction with an annexation and rezone pursuant to Idaho Code section 67-6511A.In order to ensure the site develops as proposed with this application, Staff recommends a new DA that encompasses the land proposed to be rezoned and annexed with the provisions included in Section VIII.A1. 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 rezone and annexation approval.A final plat will not be accepted until the new DA is executed and the AZ ordinance is approved by City Council. B. Comprehensive Plan Policies(https://www.meridianciU.or /�compplan): The applicable Comprehensive Plan policies are cited below with Staff analysis in italics. Staff is not analyzing the project against any mixed-use policies but is instead analyzing the project against general policies as the project is being reviewed with the MDR designation. "Avoid the concentration of any one housing type or lot size in any geographical area;provide for diverse housing types throughout the City"(2.01.01 G). The proposed project offers a density most consistent with the development to the west due to density, traffic,parking, and compatibility concerns outlined by Staff and existing residents. Despite the recent reduction in density and ability to match the zoning to the west, the proposed lot sizes will not match that of the Chesterfield Subdivision to the west. The subject site is encumbered by the requirement to construct a cul-de-sac entirely on this relatively small site so matching the lot sizes and the same look of Chesterfield would be difficult to attain. The impediments on this site allow the Applicant to propose a smaller building lot which subsequently allows a smaller home to be constructed than what exists in the surrounding area. Staff finds that despite not being an exact match to Chesterfield, the proposed layout and lot sizes should add to the housing diversity in this area. "Establish and maintain levels of service for public facilities and services,including water, sewer, police,transportation, schools,fire, and parks" (3.02.01 G).All public utilities are available for this project site due to the existing stub street on its west boundary. Road improvements currently under construction (i.e. Pine bridge over the Tenmile Creek) will place this project within the Fire Department response time goal and Fire has approved the access for the proposed plat. West Ada School District has not sent a letter regarding this application but, with a low number of homes, a large number of school aged children is not anticipated to be generated by this Page 6 development. Furthermore, Chaparral Elementary is within walking distance of this development should any elementary aged children live within this site. Staff finds that the existing and planned development of the immediate area create appropriate conditions for levels of service to and for this proposed project. "Preserve,protect,and provide open space for recreation,conservation,and aesthetics" (4.05.01F).Because the property is less than 5 acres, the Applicant is not required to provide any qualified common open space. However, the Applicant is showing a common lot containing a micro path connection to a future multi-use pathway at the north boundary; this micro path runs along the entire northeast property line for the length of the property. This area is tucked away behind the building lots so all adjacent fencing will need to be open vision or semi private fencing. Staff anticipates this area being utilized as a quiet oasis due to its location against the Tenmile Creek. Staff is not aware if this site and future building lots will be part of the Chesterfield HOA for residents to access the amenities and open space within that project. However, Fuller Park is approximately Y2 mile to the north of the subject property which offers a public amenity within walking distance of the proposed development. Further, the micro path being constructed with the development ties into the multiuse pathway system that will connect to the park. "Require pedestrian access in all new development to link subdivisions together and promote neighborhood connectivity."(2.02.01D).Proposed project is extending the attached sidewalks along Newland Street and is proposing a micro path connection to the north boundary to connect to a multi-use pathway segment from the Foxcroft Subdivision on the east side of the Tenmile Creek. Furthermore, the Applicant is preserving a potential connection point to the railroad corridor should the City ever decide to construct a regional pathway south of the site.All of these pedestrian facilities allow this small site, as well as the existing development to the west, to have multiple links to tie in together and promotes neighborhood connectivity overall. "Ensure that new development within existing residential neighborhoods is cohesive and complementary in design and construction." (2.02.02F).As discussed, the Applicant is proposing lot sizes smaller than the adjacent Chesterfield Subdivision to the west largely because of the requirement to terminate Newland Street within the site as cul-de-sac. The proposed lots directly abutting the existing homes do not match in lot size but they are abutting 1:1 in terms of lot to lot so the existing residents should not feel as though there are smaller lots directly to their east. Furthermore, because the property is at the end of an existing street and it will terminate on the subject site, Staff anticipates the project will feel cohesive in its livability despite not matching lot sizes and density of Chesterfield. "Require new development to establish street connections to existing local roads and collectors as well as to underdeveloped adjacent properties."(6.01.02C). The Applicant is required to and is proposing to extend Newland Street into the site by constructing a cul-de-sac wholly on this property, terminating Newland Street. This is the only access point into the site and connects this project directly to the abutting Chesterfield Subdivision that has access up to Pine Avenue, a residential collector street that will be extended from west to east over the Tenmile Creek to Ten Mile Road. Staff finds this development to be generally consistent with the Comprehensive Plan. C. Existing Structures/Site Improvements: According to GIS imagery,there appears to be an existing residential structure and an out- building on the subject site.Any and all structures and debris are proposed to be removed upon development of this project. Furthermore,the existing access for this site is via vehicular bridge over the Tenmile Creek at the very north property boundary that connects to a private drive that is Page 7 essentially Pine Avenue. This access will be closed upon development and the vehicular bridge will provide access for a regional pathway within the approved Foxcroft Subdivision to the east. D. Proposed Use Analysis: The proposed use is detached single-family residential with an average lot size of 4,399 square feet and a minimum lot size of 4,029 square feet,based on the latest submitted plat(Exhibit VII.B). This use is a permitted use in the requested R-8 zoning district per UDC Table 11-2A-2 and all lots meet the minimum lot size requirement of 4,000 square feet. The Applicant has not noted if this is a phased project,however Staff anticipates it to develop as one phase due to the size of the proposed project. As discussed in the Comprehensive Plan analysis, the proposed use is the same as the existing detached single-family to the west in Chesterfield Subdivision but is proposed with smaller lots and subsequently smaller homes (approximately 4,000 square foot versus 6,000 square foot). According to the Applicant, the goal is to construct smaller homes at a lower price point to add more affordable options to the area and market. E. Dimensional Standards(UDC 11-2): The residential lots appear to meet all UDC dimensional standards per the submitted plat. In addition,all subdivisions are also required to comply with Subdivision Design and Improvement Standards(UDC 11-6C-3). The proposed preliminary plat and submitted plans appear to meet all UDC requirements including lot frontage and lot size. Further, the Applicant has depicted the building envelope on each lot on the plat for the purpose of showing future building footprints.As noted, the Applicant is anticipating constructing smaller homes than seen in recent years and smaller than those within Chesterfield. In addition, the setback lines on Lot 2 do not depict how code handles setbacks within a triangle so this building lot will have a slightly smaller building envelope than shown. F. Building Elevations(UDC 11-3A-19 I Architectural Standards Manual): The Applicant submitted conceptual building elevations for the proposed detached single-family homes.Note that detached single-family homes do not require Design Review approval therefore Staff does not review these for compliance with any architectural standards. The submitted elevations depict a number of different architectural and design styles with all of the elevations depicting two-story homes and two-car garages. The elevations depict varying field materials of lap siding, brick,fiber cement board, and stucco with differing accent materials, roof profiles, and overall varying home styles. Staff finds the conceptual elevations should be adhered to closely in order to offer an array of potential home designs for this small subdivision. G. Access(UDC 11-3A-3): Access is proposed via extension of W.Newland Street(an existing residential local street)into the site and is proposed to terminate within the site as a full cul-de-sac. ACHD has previously approved the proposed access with the additional condition that the radius be widened to 50 feet instead of 48 feet as currently shown. This may reduce the lot size of Lot 6 below the minimum 4,000 square foot size. Staff finds that if this is the case,there is room to modify the lot lines to ensure continued compliance with the requested R-8 zoning district. The existing access across Tenmile Creek and up to the private segment of Pine Avenue will be closed upon development of the site and converted to a pedestrian access as noted above. Page 8 H. Parking(UDC 11-3C): Off-street parking is required to be provided in accord with the standards listed in UDC Table II- 3C-6 for single-family dwellings based on the number of bedrooms per unit. Staff will confirm compliance with these standards at the time of building permit submittal for each residence. In addition, it is important to note that no parking is allowed along the perimeter of the proposed cul-de-sac. So,there is virtually no opportunity for any on-street parking within this subdivision because it includes a cul-de-sac as its public access. An option to help with potential off-street parking issues, the inclusion of shared driveways could be used in order to promote side-loaded garages. This type of design can force longer driveways that go deeper into each site which allows for more off-street parking. This design also creates an opportunity for the living area of each home to be moved closer to the street as the living setback is 10 feet while the garage setback is 20 feet; this allows for more buildable area than is shown on the submitted plat. However, Staff notes the building lots may not be wide enough to accommodate the required parking pad for side-loaded garages. The Applicant should work to mitigate these issues and revise the plat accordingly if Commission or Council add a DA provision consistent with this option. I. Sidewalks/Pathways (UDC 11-3A-17; UDC 11-3A-8): A 5-foot wide attached sidewalk is proposed along the Newland Street cul-de-sac, consistent with UDC and ACHD requirements. In addition,the Applicant is proposing a 5-foot wide micro-path along the east boundary that connects to the cul-de-sac for the purpose of providing a connection to the future multi-use pathway approved with Foxcroft Subdivision on the east side of the adjacent Tenmile Creek. The proposed sidewalks meet UDC 11-3A-17 and ACHD standards and the micro-path lot meets UDC 11-3A-8 standards. J. Landscaping(UDC 11-3B): The landscaping regulated by code within the proposed development is the micro-path area along the eastern perimeter;this area is not required landscaping as the project is less than 5 acres. However,the Applicant should still comply with UDC 11-3B-12 standards. The submitted landscape plan shows this area to be vegetated with grasses and no trees due to it being within the Tenmile Creek irrigation easement;the linear length of the micro-path requires 4 trees to comply with UDC I I-3B-12. Furthermore,the main purpose of this micro-path is to have access to the multi-use pathway at the north boundary which will have shade trees along its entire length up to Fuller Park. The Applicant should revise the location of this micro-path and work with the irrigation district to allow for the required trees along the east property lines at the furthest western edge of the irrigation easement. If the Applicant cannot obtain a license agreement with NMID to allow these 4 trees,the Applicant should submit for Alternative Compliance with the future final plat submittal to propose an alternative. K. Qualified Open Space and Amenities(UDC 11-3G): The proposed preliminary plat area is approximately 1.22 acres in size in size which does not require a minimum amount of open space nor an amenity,per UDC 11-3G-3.As noted,the Applicant is proposing a micro-path connection to the north boundary for future connectivity to a regional pathway segment. L. Fencing(UDC 11-3A-6, 11-3A-7): All fencing is required to comply with the standards listed in UDC 11-3A-7 and 11-3A-6. Fencing is proposed as shown on the landscape plan and does not meet UDC standards. Page 9 6-foot tall wood fencing is proposed along the perimeter of the project—this complies with code for all areas except the east property lines adjacent to the Tenmile Creek irrigation easement. With the final plat submittal, the Applicant should revise the landscape plan to show open-vision fencing or semi private open vision fencing along the east property lines of Lots 2&3. In addition, the Applicant should clarify if any fencing is proposed along the Tenmile Creek itself and coordinate with Nampa Meridian Irrigation District on where they would like any fencing located within their easement. M. Waterways(UDC 11-3A-6) The subject site directly abuts the Tenmile Creek along its entire eastern boundary.According to Nampa Meridian Irrigation District(NMID),the easement width for this facility is 50 feet on either side of the centerline of the"drain"as depicted on the submitted plat. In addition,the Applicant has proposed to place the entire irrigation easement within a common lot along the east boundary consistent with the UDC. VI. DECISION A. Staff: Staff recommends approval of the requested annexation and preliminary plat applications with the requirement of a Development Agreement per the conditions of approval in Section VII of this report per the Findings in Section IX of this staff report. B. The Meridian Planning&Zoning Commission heard these items on June 16,2022.At the public hearing,the Commission moved to recommend approval of the subject Annexation and Zoning and Preliminary Plat requests. 1. Summary of Commission public hearing: a. In favor: Antonio Conti,Applicant Engineer b. In opposition:None c. Commenting: Antonio Conti; d. Written testimony: Two pieces since remand—concerns over density and parking. e. Staff presenting application: Joseph Dodson,Associate Planner f. Other Staff commenting on application: Bill Parsons,Planning Supervisor 2. Key issue(s) public testimony a. None 3. Key issues)of discussion by Commission. a. Clarification on Staff s recommendations for side-loaded garages; 4. Commission change(s)to Staff recommendation: a. Relax Staffs recommendation for side-loaded garages to remove the requirement but allow the Applicant and Staff to work together on the best possible placement for side- loaded garages. 5. Outstandingissue(s)ssue(s) for City Council: a. None C. The Meridian City, Council heard these items on July 26,2022.At the public hearing.the Council moved to approve the subject Annexation and Zoning and Preliminary Plat requests. I. Summary of the City Council public hearing: a. In favor: Antonio Conti,Applicant Engineer; b. In opposition: None C. Commenting: Antonio Conti Page 10 d. Written testimony: 15 nieces—concern over originally proposed density of 12 building lots due to increased traffic and lack of Parking in the subdivision—no testimony against revised layout of 7 lots. e. Staff presenting application: Joseph Dodson,Associate Planner f. Other Staff commenting on application: None 2. Key issue(s)of public testimony: a. None 3. Key issue(s)of discussion by City Council: a. None 4. City Council change(s)to Commission recommendation: a. None Page 11 VII. EXHIBITS A. Annexation and Zoning Legal Description and Exhibit Map J#\��A CKERMAN ESTVOLD WWW.ACKERMAN-ESTVOLD.COM May 18,2422 Pinedale Subdivision Annexation and Rezone to R8 Legal Description 3679 West Newland Street Meridian,ID 83642 A parcel of land being a portion of the SE%of Section 10,T.3N,RAW,Boise-Meridian,Ada Couty,Idaho, more particularly described as follows: BEGINNING at a 5/8"iron pin marking the southeast corner of Chesterfield Subdivision Number 4;thence along the northerly right-of-way line of Union Pacific Railroad South 88°25'14"East a distance of 311.32 feet to a point on the westerly edge of Tenmile Creek;thence leaving said northerly right-of-way line of Union Pacific Railroad on the westerly edge of said Tenmile Creek North 32`49'09"West a distance of 120.21 feet; thence North 48"O6'05"West a distance of 101.97 feet;thence North 43'31'33"West a distance of 144.27 feet;thence leaving said westerly edge of Tenmile Creek North 88"25'56"West a distance of 66.78 feet to a point or the easterly boundary of Chesterfield Subdivision Number 4;thence along said easterly boundary of Chesterfield Subdivision Number 4 South 00°52'04"West a distance of 267.00 feet to the POINT OF BEGINNING. The above described parcel contains 1.22 acres,more or less. HEADQUARTERS 4165 30TH AVE S 321D 27TH 5T W 7661 W RIVERSIDE DR 190717TH 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 Page 12 n ANNEXATION EXHIBIT B w ::::;0RTI0\I O— TI IC SL 1/4 Cf -,LC C N 1 D, .,%., I<1.' . 30 NI—�IDIAN, C I M-RIDIAN, ADA COL Nam', EA O. o I'll 300, S='RING aND CIS-ANCES VAY ,AF"-231, '2-VIOVS FLATS our TO PF-F-IFN-[IF--V.—, _F NEASLR=MEVTS. .,_ W PINE AVE _ — — — j --- — — — — W MEADOWPINE ST W FARLAM DRIVE T W NEWLANa ST P.O.B. - UNION PACIFIC RAILROAD STOR-IT SELF STORAGE i FOUND MONUMENT B.O.B.BASIS OF BEARING P.O.B.POINT OF BEGINNING P.O.C.POINT OF COMMENCEMENT CCITY OF MERIDIAN rL AREA TO BE ANNEXED 1 �=ACKERMAN- /i ' .,ESTVOLD 7681 VvNd Nirerside crIVe,Ste.102'Garden Gty,10 83714 N2'228 20e.8s3.6470.www-kaman-eslvd10.." Minh Na I F.-ND 411111lon,en I edse,le Page 13 = ACKERMAN � ESTVOLD wWW.ACKERMAN-ESTVOLD.COM January 10,2022 Pinedale Subdivision Legal Description 3679 West Newland Street Meridian,ID 83642 A parcel of land being a portion of the SE%of Section 10,T.3N,RAW,Boise-Meridian,Ada Couty,Idaho, more particularly described as follows: BEGINNING at a 5/8"iron pin marking the southeast corner of Chesterfield Subdivision Number 4;thence along the northerly right-of-way line of Union Pacific Railroad South 88°25'14"East a distance of 311.32 feet to a point on the westerly edge of Tenmile Creek;thence leaving said northerly right-of-way line of Union Pacific Railroad on the westerly edge of said Tenmile Creek North 32`49'09"West a distance of 120.21 feet; thence North 48"06'05"West a distance of 101.97 feet;thence North 43°31'33"West a distance of 144.27 feet;thence leaving said westerly edge of Tenmile Creek North 88"25'56"West a distance of 66.78 feet to a point on the easterly boundary of Chesterfield Subdivision Number 4;thence along said easterly boundary of Chesterfield Subdivision Number 4 South 00°52'04"West a distance of 267.00 feet to the POINT OF BEGINNING. The above described parcel contains 1.22 acres,more or less. loft' 6�fi9 .I 1/10/2 72T y OF 10 O ON/6 M G HEADQUARTERS 4165 30TH AVE S 3210 27TH ST W 7661 W RIVERSIDE DR 1907 17TH ST SF SUITE 100 SUITE 200 SUITE IV 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 Page 14 B. Preliminary Plat(dated: May 2022) V PTNEDALE SUBDIVISION A—I—E501fili PA5T1/4--N IO,T.3N.--.-- —IL—2 a—I I- 5-- Dr I HII yF \ `\ \\ °\ �� x.., L nary _ C) I--N- u-1 uj .1 T— y � I 1.11 lF PRELIMINARY PulT 1.0 Page 15 C. Landscape Plans(date: 5/11/2022) omuEa r M omaesasoz NV1d JNIdVOSONVI t"- a�maaiaim�Aareo zo��isa say wwa.year _ OHVGI NVIO1163IN ❑�onls3�\' 1V'IdAHVNIVMBHd Nvwa3Hw _ NOISIAI08f1S 9RV03NId .12 .� ,qI �21 few r x aR 3 3wza� �o ¢�T iwa y-3 .-:369 9 �o LLas-w asa _ ' C� 3 ; g T � 4 r y .g 1 ~ \ I 7 A L �l I a ao Page 16 ol X1 li W W.— v �T -F-5;H17R PFCK FENCE7 UnI-R-11 RA—d Page 17 BuildingD. Conceptual RIF1 � a .Y��' ae, i•� •rf'ryS#. Page• r � -- sn+� a'� IF awlR*}i } 44 i i i ice■ /�. ���JIIIII 11-�L'� -�r Page 20 VIII. CITY/AGENCY COMMENTS & CONDITIONS A. 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 and the property owner(s)/developer at the time of annexation 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, incorporate the following provisions: a. Future development of this site shall be substantially consistent with the approved plat, landscape plan, and conceptual building elevations included in Section VII and the provisions contained herein and shall be obligated to install and maintain the open space and amenity as proposed on the approved plans. b. The Applicant shall work with Staff to include shared driveways where feasible to help remove the number of driveways proposed, especially for those lots taking direct access from the cul-de-sac,W.Newland Court. c. With the Final Plat submittal,the Applicant shall provide proof to the Planning Division that the existing access for the property via the vehicular bridge north of the subject site has been approved as a pedestrian bridge for the future multi-use pathway segment in the adjacent subdivision and any vehicular access rights to this area have been relinquished. 2. The preliminary plat included in Section VII.B, dated May 2022,is approved as submitted. 3. The landscape plan included in Section VII.C,dated May 11,2022, shall be revised as follows prior to submitting for Final Plat approval: a. Depict open vision or semi-private vision fencing along Lots 2 & 3 in accord with UDC 11-3A-7A.7 standards. b. Depict fencing along the Tenmile Creek in compliance with UDC 11-3C-6C or submit proof from NMID that fencing is not allowed. c. Revise the landscape plan to show the micro-path in Lot 8 to be shifted at least 5 feet away from the proposed property lines so at least 4 trees can be added on its west side,consistent with UDC 11-313-12 standards. 4. Future development shall be consistent with the minimum dimensional standards listed in UDC Table 11-2A-6 for the R-8 zoning district. 5. Off-street parking is required to be provided in accord with the standards listed in UDC Table 11-3C-6 for single-family dwellings based on the number of bedrooms per unit. 6. The Applicant shall comply with all ACHD conditions of approval. 7. Provide a pressurized irrigation system consistent with the standards as set forth in UDC 1I- 3A-15,UDC 11-3B-6 and MCC 9-1-28. 8. Upon completion of the landscape installation, a written Certificate of Completion shall be submitted to the Planning Division verifying all landscape improvements are in substantial compliance with the approved landscape plan as set forth in UDC 11-3B-14. Page 21 9. The preliminary plat approval shall become null and void if the applicant fails to either: 1) obtain the City Engineer signature on a final plat within two years of the date of the approved findings; or 2)obtain approval of a time extension as set forth in UDC 11-613-7. B. PUBLIC WORKS Site Specific Conditions of Approval 1. Sewer services should be 90 degrees to the main or connected to a manhole at a minimum angle of at least 90 degrees. 2. Manhole at end of run should have 0.60% slope minimum. 3. Locate water line at least 10 feet from the edge of right-of-way. 4. Ensure no sewer services pass through infiltration trenches. 5. A portion of this development is in the F000dplain Overlay District and floodplain development permit is required for land development. This property is in a FEMA"A"Zone without Base Flood Elevations. A hydraulic analysis has been completed for Foxcroft Subdivision. Applicant will need to compare base flood elevations for existing conditions in this analysis to the existing conditions survey on 3725 W Pine. This should form the basis for a Letter of Map Amendment(LOMA) application to remove the entire property from the floodplain. The quicker LOMA process is started the better,otherwise we will need floodplain permits and elevation certificates for any development in the current flood zone. If fill this property is not eligible for a LOMA, fill may be added for a FEMA LOMR-F application. In this case, floodplain permits and elevation certificates will be required for each structure in this zone. 6. As noted in the Geotechnical Engineering Report prepared by Atlas Materials Testing& Inspection,there are shallow cemented soils across the site. Particular attention needs to be focused on ensuring that all residences constructed with crawl spaces should be designed in a manner that will inhibit water in crawl spaces. This may include the installation of foundation drains, and the installation of rain gutters and roof drains that will carry storm water at least 10-feet away from all residences. Foundation drains are not allowed to drain into the sanitary sewer system,nor the trench backfill for the sewer and/or water service lines. General Conditions of Approval 1. Applicant shall coordinate water and sewer main size and routing with the Public Works Department, and execute standard forms of easements for any mains that are required to provide service outside of a public right-of-way. Minimum cover over sewer mains is three feet, if cover from top of pipe to sub-grade is less than three feet than alternate materials shall be used in conformance of City of Meridian Public Works Departments Standard Specifications. 2. Per Meridian City Code(MCC),the applicant shall be responsible to install sewer and water mains to and through this development. Applicant may be eligible for a reimbursement agreement for infrastructure enhancement per MCC 8-6-5. 3. The applicant shall provide easement(s)for all public water/sewer mains outside of public right of way(include all water services and hydrants). The easement widths shall be 20-feet wide for a single utility, or 30-feet wide for two. The easements shall not be dedicated via the plat,but rather dedicated outside the plat process using the City of Meridian's standard forms. The easement shall be graphically depicted on the plat for reference purposes. Submit an executed easement(on the form available from Public Works), a legal description Page 22 prepared by an Idaho Licensed Professional Land Surveyor,which must include the area of the easement(marked EXHIBIT A) and an 81/2"x I I"map with bearings and distances (marked EXHIBIT B) for review. Both exhibits must be sealed, signed and dated by a Professional Land Surveyor. DO NOT RECORD. Add a note to the plat referencing this document. All easements must be submitted,reviewed, and approved prior to development plan approval. 4. The City of Meridian requires that pressurized irrigation systems be supplied by a year-round source of water(MCC 9-1-28.C). 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. 5. All existing structures that are required to be removed shall be prior to signature on the final plat by the City Engineer. Any structures that are allowed to remain shall be subject to evaluation and possible reassignment of street addressing to be in compliance with MCC. 6. All irrigation ditches, canals, laterals, or drains, exclusive of natural waterways, intersecting, crossing or laying adjacent and contiguous to the area being subdivided shall be addressed per UDC 11-3A-6. In performing such work,the applicant shall comply with Idaho Code 42- 1207 and any other applicable law or regulation. 7. Any wells that will not continue to be used must be properly abandoned according to Idaho Well Construction Standards Rules administered by the Idaho Department of Water Resources. The Developer's Engineer shall provide a statement addressing whether there are any existing wells in the development, and if so,how they will continue to be used, or provide record of their abandonment. 8. Any existing septic systems within this project shall be removed from service per City Ordinance Section 9-1-4 and 9 4 8. Contact Central District Health for abandonment procedures and inspections(208)375-5211. 9. Street signs are to be in place, sanitary sewer and water system shall be approved and activated,road base approved by the Ada County Highway District and the Final Plat for this subdivision shall be recorded,prior to applying for building permits. 10. A letter of credit or cash surety in the amount of 110%will be required for all uncompleted fencing, landscaping, amenities, etc.,prior to signature on the final plat. 11. All improvements related to public life, safety and health shall be completed prior to occupancy of the structures. Where approved by the City Engineer, an owner may post a performance surety for such improvements in order to obtain City Engineer signature on the final plat as set forth in UDC 11-5C-3B. 12. Applicant shall be required to pay Public Works development plan review, and construction inspection fees, as determined during the plan review process,prior to the issuance of a plan approval letter. 13. It shall be the responsibility of the applicant to ensure that all development features comply with the Americans with Disabilities Act and the Fair Housing Act. 14. Applicant shall be responsible for application and compliance with any Section 404 Permitting that may be required by the Army Corps of Engineers. 15. Developer shall coordinate mailbox locations with the Meridian Post Office. Page 23 16. Compaction test results shall be submitted to the Meridian Building Department for all building pads receiving engineered backfill,where footing would sit atop fill material. 17. The design engineer shall be required to certify that the street centerline elevations are set a minimum of 3-feet above the highest established peak groundwater elevation. This is to ensure that the bottom elevation of the crawl spaces of homes is at least 1-foot above. 18. The applicants design engineer shall be responsible for inspection of all irrigation and/or drainage facility within this project that do not fall under the jurisdiction of an irrigation district or ACHD. The design engineer shall provide certification that the facilities have been installed in accordance with the approved design plans. This certification will be required before a certificate of occupancy is issued for any structures within the project. 19. At the completion of the project,the applicant shall be responsible to submit record drawings per the City of Meridian AutoCAD standards. These record drawings must be received and approved prior to the issuance of a certification of occupancy for any structures within the project. 20. A street light plan will need to be included in the civil construction plans. Street light plan requirements are listed in section 6-7 of the Improvement Standards for Street Lighting. A copy of the standards can be found at htlp://www.meridiancily.orgZpublic works.aspx?id=272. 21. The City of Meridian requires that the owner post to the City a performance surety in the amount of 125%of the total construction cost for all incomplete sewer,water and reuse infrastructure prior to final plat signature. This surety will be verified by a line item cost estimate provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit,cash deposit or bond.Applicant must file an application for surety, which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. 22. The City of Meridian requires that the owner post to the City a warranty surety in the amount of 20%of the total construction cost for all completed sewer,water and reuse infrastructure for duration of two years. This surety will be verified by a line item cost estimate provided by the owner to the City. The surety can be posted in the form of an irrevocable letter of credit, cash deposit or bond.Applicant must file an application for surety,which can be found on the Community Development Department website. Please contact Land Development Service for more information at 887-2211. C. FIRE DEPARTMENT https:llweblink.meridiancily.orglWebLinkIDocView.aspx?id=251084&dbid=0&redo=MeridianC iv D. PARKS DEPARTMENT https:llweblink.meridianciU.orglWebLinkIDocView.aspx?id=251081&dbid=0&repo=MeridianC E. ADA COUNTY DEVELOPMENT SERVICES https:llweblink.meridianciU.orglWebLink/DocView.aspx?id=251841&dbid=0&repo=MeridianC iu Page 24 F. DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) https:llweblink.meridianciV.orglWebLinkIDocView.aspx?id=251854&dbid=0&repo=MeridianC ity G. NAMPA/MERIDIAN IRRIGATION DISTRICT(NMID) https:llweblink.meridiancily.orglWebLinkIDocView.aspx?id=252550&dbid=0&repo=MeridianC hty H. ADA COUNTY HIGHWAY DISTRICT(ACHD) https:llweblink.meridianciiy.orglWebLinkIDocView.aspx?id=252743&dbid=0&repo=MeridianC Ry IX. FINDINGS A. Annexation and Zoning(UDC 11-5B-3E) Required Findings: 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; City Council finds the proposed zoning map amendment to annex the property into the City of Meridian with the R-8 zoning district with the proposed preliminary plat and site design is consistent with the Comprehensive Plan, if all conditions of approval are met. 2. The map amendment complies with the regulations outlined for the proposed districts, specifically the purpose statement; City Council finds the proposed zoning map amendment and the request for the development complies with the regulations outlined in the requested R-8 zoning district and is consistent with the purpose statement of the requested zone. 3. The map amendment shall not be materially detrimental to the public health,safety, and welfare; City Council finds the proposed zoning map amendment should 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 City Council finds the proposed zoning map amendment will not result in an adverse impact on the delivery of services by any political subdivision providing public services within the City. 5. The annexation(as applicable)is in the best interest of city. City Council finds the annexation is in the best interest of the City. B. Preliminary Plat Findings: In consideration of a preliminary plat,combined preliminary and final plat,or short plat, the decision-making body shall make the following findings: Page 25 1. The plat is in conformance with the Comprehensive Plan; City Council finds that the proposed plat is in substantial compliance with the adopted Comprehensive Plan in regard to land use, density, transportation, and pedestrian connectivity. (Please see Comprehensive Plan Policies in, Section V of this report for more information) 2. Public services are available or can be made available and are adequate to accommodate the proposed development; City Council finds that public services will be provided to the subject property with development. (See Section VIII of the Staff Report for more details from public service providers) 3. The plat is in conformance with scheduled public improvements in accord with the City's capital improvement program; Because City water and sewer and any other utilities will be provided by the development at their own cost, City Council finds that the subdivision will not require the expenditure of capital improvement funds. 4. There is public financial capability of supporting services for the proposed development; City Council finds there is public financial capability of supporting services for the proposed development based upon comments from the public service providers(i.e.,Police,Fire,ACHD, etc). (See Section VII for more information) 5. The development will not be detrimental to the public health, safety or general welfare; and, City Council is not aware of any health, safety, or environmental problems associated with the platting of this property. ACHD considers road safety issues in their analysis and has offered their support of the proposed development with the proposed road layout in mind. 6. The development preserves significant natural,scenic or historic features. The Tenmile Creek is off-site of the subject property so City Council is unaware of any significant natural, scenic or historic features that exist on this site that require preserving. Page 26 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Approval of Purchase Order 22-0353 to Hughes Fire Equipment for One (1) new Pierce Velocity 100' Ascendant Ladder Truck for the Not-To-Exceed amount of $1,698,277.00 C� fIEN .D L4,, MEMO TO CITY COUNCIL Request to Include Topic on the City Council Agenda From: Keith Watts, Procurement Division Meeting Date: August 9, 2022 Presenter: Consent/Justin Winkler Estimated Time: N/A Topic: Approval of Purchase Order 22-0353 to Hughes Fire Equipment for One (1) new Pierce Velocity 100' Ascendant Ladder Truck for the Not-To-Exceed amount of $1,698,277.00. Recommended Council Action: Approval of Purchase Order 22-0353 and authorize the Procurement Manager to sign and issue the PO for$2,059,641.99. Background: This PO is issued against the Sourcewell Contract#113021-OKC-1 per Idaho Statute 67-2807. (:�4`WEDIANI."_*�Nio) Purchase Order 8/9/2022 22-0353 Attention: Justin Winkler CITY OF MERIDIAN Billing Attn: Finance 33 Ave 33 EAST BROADWAY AVE. Meridian, IDa Address: 83642 MERIDIAN,ID 83642 (208) 888-4433 Shipping City of Meridian Fire Dept. Vendor Address: Address: 33 E. Broadway Ave, Ste. 210 Meridian, ID 83642 HUGHES FIRE EQUIPMENT INC 910 SHELLEY ST SPRINGFIELD, OR 97477-1975 Shipping Method: Contractor FOB: Destination Pre-Paid Description Unit Quantity Unit Price Total 22-0353 Pierce Velocity 1 00'Ascendant Ladder Truck Ea. 1.00 1,698,277.00 1,698,277.00 Purchase Order Total: $1,698,277.00 Purchasing Manager: Special Instructions 1 00'Ascendant Ladder Truck per Quote dated 7/26/2022 and Sourcewell Contract# 113021-OKC-1 and Idaho State Statute 67-2807 Approved by Council 8/9/2022. Not-To-Exceed $1,698,277.00. Price is contingent on an increase of 8% at delivery for Mat. Esc. Oshkosh Corporation Classification-Restricted W"I CONTRACT PRICING WORKSHEET Contract No. Date Prepared Awarded Contract-jEd #113021-OKC-1 7/26/2022 Buying Agency: City of Meridian, ID Dealer: Hughes Fire Equipment Contact Person: Keith Watts Sales Rep: Kyle Bocik Member Number: 141409 Phone: 541-747-0072 Phone: 208-489-0417 Email: kbocik@hughesfire.com Email: watts@meridiancity.org Pierce Bid #: KB793 Base Spec. Sourcewell ID# Description: Published Contract Price 225 Aerial - 100' RMAP - Quint - Alum Body $ 1,416,934.48 Removed Options from Base Spec. Notes: (do not list options removed) Before Discount Price $ 77,541.97 With Pierce Discount(5.5%) $ 73,277.16 Added Options to Base Spec. Notes: (do not list options added) Before Discount Price $ 415,781.67 With Pierce Discount(5.5%) $ 392,913.68 Qty 1 Subtotal(ease Spec+Added/Removed Options) $ 1,736,571.00 Other Expenses Description Price Customer Travel $ 6,075.00 Transportion $ 5,800.00 Performance Bond $ 4,596.00 Total Other Expenses $ 16 471.00 Discounts Description Price Prepayment Discounts $ 54,765.00 $ - Total Discount $ 54,765.00 IF Total Purchase Price (matches customer PO) $ 1,698,277.00 REV: 11/11/2020 7/26/2022 3:04 PM E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Ada County Highway District Cost Share Permit: Eagle Rd., Lake Hazel to Amity E IDIAN:--- IDAHG-. C� MEMO TO CITY COUNCIL Agenda Topic on the City Council Agenda From: Miranda Carson, Comprehensive Associate Coordination Planner Date: August 9, 2022 Topic: Community Development: Cost Share Permit Eagle Road, Lake Hazel to Amity ACHD is designing the project to widen Eagle Road between Lake Hazel to Amity. The project will widen Eagle Road from two/three lanes to five lanes with curb and gutter with multi-use pathway. The project also includes the intersection design of Eagle Road and Taconic Drive which is currently planned as a roundabout. The project extents are from the southern limits of the roundabout at Amity Road (currently out to construction to be widened) to the northern limits of the widened intersection of Lake Hazel Road (currently in design by ACHD in house design). Per standard coordination ACHD and City staff prepared a Cost Share Permit. Non-transportation components included in the agreement include: detached sidewalks, consideration for Ten Mile Pathway, conduit and junction boxes, and landscaping (interim along County parcels and permanent where landscaping already exists, in City limits, and in the roundabout). The Eagle Road, Lake Hazel to Amity Cost Share Permit is attached for your review. After coordination with staff in Planning, Public Works, Parks,and Legal my recommendation is approval of this agreement. PAGE 1 ADA COUNTY HIGHWAY DISTRICT COST SHARE PERMIT 3775 Adams Street ACHD Contact Person: Garden City, Idaho Supet visor- 83714 Re"e-m rbjec -AE M ¢,r « ,,, Phone(208) 387- Name: Amber Morales` CHD 6280 3775 Adams Street Facsimile (208) Garden City Idaho 83714 387-6289 Phone: (208) 387-6177 610owwara-rio G (208)30-W09 Date of Permit: A1x5t&f+ 2-9, 2OZZ Permit No.: 01 Capitalized terms that are not defined in this Permit shall have the meanings given to them in the ACHD Cost Share Ordinance No.215. f. 111f0fff a' f. f'e€ 01011 \ f10 \ This permit is granted to: ACHD Project No. Partnering Agency Contact Person: 521043 City of Meridian Miranda Carson 33 E. Broadway Avenue Comprehensive Associate Coordination Meridian, Idaho 83642 Planner 33 E. Broadway Avenue Meridian,ID 83642 Phone: (208)489-0319 Email: mcarson@meridiancity.org l6. i tr_r1 PftF3.3i'C -F .%', DPP k l'►) `SON-TR.AC, '-110kI SHi'r 1 P()X rN I Name/Location of ACHD Road Project: Eagle Road, Lake Hazel to Amity, ACHD Project No. 521043 as depicted in 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, the following Non-Transportation Components: 1. Design and Perpetual Maintenance of Permanent Landscaping between back of the curb and front of sidewalk as development of or redevelopment of City parcels. ACHD authorizes and requires the design and perpetual maintenance of permanent landscaping associated with the detached sidewalks along Eagle Road between Lake Hazel and Amity when City parcels are developed or re- f of 8 developed. Plans for such landscaping will be presented to and approved by ACHD before installation and/or approval of proposed development plan presented to Partnering Agency. The Partnering Agency may wish to landscape the roundabout island at Taconic Drive at a future date and if such is approved by the City and ACHD, the Partnering Agency shall provide design, construction and perpetual maintenance of such landscaping. 2. Design Construction, and Perpetual Maintenance of Conduit, Junction Boxes, Meters and any associated PVC pipes, as depicted on Exhibit A. ACHD authorizes and requires the construction, and design of the two-inch conduit the length of the Project in same trench as lighting and interconnect, associated junction boxes every 600-feet, and two four-inch sleeves and meter from water/electrical service locations to the roundabout island at Taconic for landscaping. The Conduit shall be for the sole use of Partnering Agency. A(,"(.' !. I S I V I O N OF 10(J I' I -M-'A ALY U R I ff �1 I' )PERTY 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: ACHD has already acquired or is in the process of acquiring right-of-way or real property adequate for the Non-Transportation Components. Therefore, the acquisition of right-of-way or real property is not required of Partnering Agency. IN . I)I;�l ,N 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 for Landscaping of the roundabout island at Taconic Drive (if City approves such landscaping at a future date); ACHD is responsible for design and construction of the following: (a) Permanent landscaping between the back of the curb and detached sidewalk; (b) Two-inch conduit and associated junction boxes; and (c) Two four-inch sleeves and meter from water/electrical service locations to the roundabout island at Taconic for landscaping. The Conduit shall be for the sole use of Partnering Agency. Additional conditions: All designslplans prepared and obtained by the Permittee will comply with (i) established engineering standards, including the Idaho Standards for Public Works Construction ("ISPWC') including ACHD's supplements to the ISPWC; (ii) the American Association of State Highway and Transportation Officials ("AASHTO'); (iii) all adopted ACHD rules, regulations, and policies; and iv all state and federal laws. ACHD assumes no responsibilityfor any deficiencies or inadequacies in the 2of8 design or construction of the Fiber Optic Facilities. Permittee shall be solely responsible for all design costs for the Fiber Optic Facilities. If Partnering Agency is responsible for providing plans/design, deadline for submitting plans/designs to ACHD for approval: Partnering Agency shall submit the plans/designs, if any, for future landscaping that the City may install at the roundabout island at Taconic and receive approval from ACHD prior to installation. ACHD is responsible for design and construction of the permanent landscaping between the back of the curb and detached sidewalk, necessary conduit, PVC pips and associated meters and junction boxes. 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: Partnering Agency shall be solely responsible for all design and construction costs for the Non- Transportation Components, if any. Partnering Agency shall not be credited under this Permit for costs incurred for the design of the Non-Transportation Components. 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.) ACHD shall construct the detached sidewalks and landscaping located between back of curb and front of sidewalk for County Parcels. The Partnering Agency will ensure that permanent landscaping materials are installed upon application of developer to develop or redevelop city parcels in the City. All application for such City parcels shall be approved by ACHD before any development application are approved and any construction begins. ACHD shall construct the permanent landscaping between the back of the curb and detached sidewalk; two-inch conduit and associated junction boxes; and Two four-inch sleeves and meter from water/electrical service locations to the roundabout island at Taconic for landscaping. 3 of 8 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: Not applicable due to the nature of the construction. b. Date for submitting Partnering Agency's contractors' and engineers' estimates to ACHD approval: Not applicable due to the nature of the construction. c. Date for submitting Partnering Agency's contractors' and engineers' contracts to ACHD for approval:Not applicable due to the nature of the construction. 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. Partnering Agency shall receive no credits in connection with the construction of the Non- Transportation Components. 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. 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. 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 buffer area between sidewalk and vertical curb shall be designed to prevent storm water from accumulating and ponding therein. 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. 4of8 Schedule for completion of Road Project: At this time, ACHD's schedule for completion of the Transportation Components of the Road Project completion is unknown but estimated to begin 2023-2024. The deadline for Partnering Agency's completion of Non-Transportation Components is undetermined until and when development or re- development applications are submitted to the Partnering Agency. `;VL 11 AlliMNA C C F NON-TR.4 T TI CbMPONENTS 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 Permanent Landscaping between the back of the curb and the detached sidewalk, conduit, sleeves,meters and junction boxes. 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 detached sidewalk and hardscape 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: 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. 5. 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 maintainer the Non-Transportation Components, 5 of 8 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; (d)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 filly for all associated costs. 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 char a all costs to Partnerin A enc . X-11. ADDiTIO-NikL PRO VISA:NI-i APPL.ICIAPI_E TO 3'IZO LC'f Additional provisions: This permit provides terms upon which the incorporation of the Non-Transportation Components into the Road Project are approved. IX. GENERAL CONDITIONS OF PERMIT 6of8 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. 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. 7of8 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 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 8 of 8 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. This Cost Share Permit is issued by the Ada County Highway District on the date set forth above: Ada County Highway District: e person signing below represents that he or she has the authority on behalf of ACHD to issue this v3nit-and.b:indL the term t forth herein. Its: Director City of Meridian Acceptance/certification by Permitte _ The person signing below represents that he or�sfie a 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 Brad Hoaglun, ouncil President CQre`e�n_�r Attest: Chris Johnson City Cleo 8-9-2022 9of8 EXHIBITS 10of8 LEGEND UTILITIES . Ada County Highway District • LOCATION L0 (See Standards For Specifics) ❑P Relocate To New Location And Or LOCATION O'` 0) 2 3 Adjust to Grade to Avoid New Roadway BC.L. of Construction or Survey e Construction By Idaho Power Stay Eagle Eagle Rd Lake Hazel Rd to Amity Rd Existing Profile or X-Section Line �G Relocate To New Location And/Or Bois EP EG Adjust to Grade to Avoid New Roadwcy erldian E Existing Edge of Pavement or Gravel Construction By Intermountain Gas Sections 19 2 4 25 & 3 0 Township 3 N Range 1 E & 2 E B. M . 2, SD GIRR Existing Drain or Irrigation Pipe �W Relocate To New Location And/Or 7 7 7 7 Adjust to Grade to Avoid New Roadway Kuna Existing Ditch or Flow line Construction By Suez Water �_ A HD Project No : 521043 A HD I No : RD216-04 Existing Sprinkler Line TV Relocate To New Location And/Or P"L - - P"L - - Adjust to Grade to Avoid New Roadway Existing Property Line Construction By Cable One X X Existing Fence and Gate 2 Relocate To New Location And/Or T,p Adjust to Grade to Avoid New Roadway Construction By Lumen SHEET Existing Slope � F3 Relocate to New Location And/Or 18 Adjust to Grade To Avoid New Roadway Existing Curb & Gutter Construction By Syringe AMITY RD A D A COUNTY Existing Curb(No Gutter) F4 Relocate to New Location And/Or a SHEET Adjust To Grade To Avoid New Roadway 15 Construction By Zayo Existing Concrete Sidewalk ri Call Digline 2 Business Days Prior To ¢ SHEET -- Excavation To Request Underground 14 I N D E X O F S H E E T S Existing Curb,Gutter,Sldewalk and Approach utility Locations. Telephone 811 0 —FO—P—W—G—T—TV—Sew— Utility Adjustments, Relocations, Or w SHEET Sheet No. D e s c r i p t i o n - Existing Utility Line With Initial Replacements May Or May Not Be @ 13 ,i Completed Prior To Construction. The w OO Water Valve or Meter Contractor Shall Coordinate And e Gas Valve or Meter Accommodate Work With The Utility 1 Title Sheet 9- Fire Hydrant Companies. SHEET 12 2 Monuments & Property Corners = - 4 4 Signal Pole Utility Coordination Was Requested Light Pole Through ACHD During Design Of This 3-5 Typical Sections & Details u' Utility Pole With Anchor Project Utility Information Is Shown For SHEET Surface Features And, If Provided By 11 Q 6-17 Plan & Profiles 0 Sign, Stop/Street The Owner Of The Utility, For Nan q Sign and Mailbox Surface Features. All Locations Are �O Pro N - 2 18-23 Stormwater and Irrigation Pipefiles OO OO Existing and New Manholes Approximate. min SHEET Ell ® Existing and New Catch Basin Contact Scott Bennett 9 10 �T C 24 Irrigation Details (, z For I Utility coordinator 9 9 y 25-26 Stormwater Basin Plans F@ OO New Sediment Box For Information Call 208-387-6259 O G TACONIC DR SHEET .._ h SHEET 9 27-32 Roundabout Curb Plan & Profiles ,S® ® Existing and New Irrigation Box 17 n t G i� Deciduous And Evergreen Tree < 33-35 Roundabout Grading Plan u✓ y 36 Roadway Details AA ° EAGLE RD,LW HAM RD TO AMITY RD SHEET Deciduous And Evergreen Bushes �- U PR21043 OJECT NO: R: 16-04 37-38 Concrete JointingDetails Existing Building CIS N0: RD216-04 SHEET 39-41 Traffic Signal Plans 7 River, Creek, or Canal 42-47 Illumination & Interconnect Plans 1 A Revision Note 9 SHEET ER 48-57 Signing & Pavement Marking Plans 14 Construction Note 6 LEVINDR EHI 58 Advanced Traffic Control Plan z F3-4561 Street Address 59 Pedestrian Detour Plan O4 O9 Property Number or Curve Number SWPPP 1-2 Erosion & Sediment Control Plans Bench Mark and Monument �V a 1, N "I 14 Section & 1/4 Section Corner TLA15 14E�ELD EP EG Design Plan Edge of Pavement or Gravel Design Profile For TC or Pipes SURVEY CONTROL DATUM Cr - Y- Design Profile Grade Break ALL SURVEY COORDINATES AND ELEVATIONS ARE BASED ON THE NAVD z '88 DATUM.COORDINATES ARE ESTABLISHED ON NAD'83,IDAHO STATE `f Design Profile PC or PT V I C I N I T Y M A P PLANE PROJECTED TO GROUND IN THE COUNTY GIS SYSTEM. c� u c Design Ditch or Flow line NTS L_ SD GIRR Design SD or Img. Pipe on Plan View o R z New Property or Right of Way Line New Easement Line New Retaining Wall Limits of Cut Slope Limits Hof�Fill�Slope Nomenclatures: omencaures: Dig Line, Inc. Se tian Line _ EOP: Edge Of Pavement New Curb and Gutter PC: Point Of Curvature Call Before You Dig! PT: Point Of Tangency PRC: Point Of Reversing Curvature 811 20' PCC: Point Of Compound Curvature ME: Match Existing N/eww C\urb,,Gutter,Sidewalk, and Approach AP: Angle Point LL_L_L�J GB: Grade Break vL F© . LP: Low Point �55 'F FL Flow Line cn STORM DRAIN& 4 c� TBVC: Top Back Vertical Curb ap p Certification Of Compr�liance With Standards SRIGAYC 1 4 New Red Ramp New Valley Gutter CONIC To Of Concrete Pavement f DESIGN BY CSC BVC : Begin Vertical curve station The Design And Plans Have Been Prepared In Substantial Conformance With The STAMP EVCS: End Vertica Curve Station BVCE: Begin Vertical Curve Elevation Policy, Design, And Drafting Standards In Effect At The Time Of Preparation. l Gravel Reo— Asphalt Repair Concrete E Repair EVC End Vertical Curve Elevation CON N�7��li lU T ' ` Ada County Highway District . 3775 Ada tsW Street, Booise, Idaho, 83714 , Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 1 Of 59 FOUND MONUMENTS POINT NO. DESCRIPTION STATION,OFFSET NORTHING EASTING ELEVATION 1 AC S28-29-32-33 LS5082 STA: 63+53.75,OFF: 0.00' 691,136,650 2,464,902.379 2,687.18 2 AC 1/4 S32-33 LS8960 STA: 36+76.19,OFF: 0.00' 688,459.119 2,464,892.010 2,690.31 3 AC S32-33-4-5 LS4431 STA: 10+00,OFF: 0.00' 685,782.946 2,464,881.353 2,730.55 4 1/2"W/CAP 946 STA: 41+31.97,OFF: 24.951E 688,914.985 2,464,868.825 2,687.40 5 1/2-PIN STA: 46+40.37,OFF: 24.921E 689,423.388 2,464,870.826 2,684.60 6 5/8"W/CAP LS3260 STA: 10+70,26,OFF: 39.941E 685,853.363 2,464,841.689 2,726.22 7 1/2-PIN STA: 12+13.59,OFF: 128.74'R 685,996.025 2,465,010.938 2,704.40 8 MAC SIG STA: 13+26.99,OFF: 0.08'R 686,109.931 2,464,882.740 2,710.83 9 5/8"W/CAP LS12459 STA: 16+51.22,OFF: 48.00'R 686,433.971 2,464,931.942 2,700.93 10 1/2"W/CAP LS12459 STA: 16+51.32,OFF: 72.99'R 686,433.967 2,464,956.933 2,702.27 11 5/8"W/CAP STA: 17+28.62,OFF: 0.001E 686,511,565 2,464,884.250 2,700.00 12 5/8"W/CAP LS3260 STA: 17+30,03,OFF: 39.991E 686,513.126 2,464,844.272 2,698.09 13 5/8"PIN STA: 18+97.49,OFF: 39.931E 686,680.589 2,464,845.000 2,696.33 14 5/8"W/CAP STA: 18+95.89,OFF: 0.081E 686,678.825 2,464,884.845 2,698.39 15 BD LS12459 STA: 22+78,14,OFF: 77.14'R 687,060.765 2,464,963.580 2,696.21 16 5/8"W/CAP STA: 22+78,16,OFF: 48.03'R 687,060.900 2,464,934.472 2,695.63 17 AC S1/16 S32-33 LS16642 STA: 23+38,18,OFF: 0.03'R 687,121.111 2,464,886.710 2,695.80 18 5/8"W/CAP LS14221 STA: 23+37,08,OFF: 1329.66'L 687,125.312 2,463,557.024 2,696.83 19 5/8"W/CAP LS12459 STA: 28+68,10,OFF: 48.02'R 687,650.841 2,464,936.811 2,692.70 20 5/8"W/CAP LS12459 STA: 31+75.17,OFF: 47.99'R 687,957.906 2,464,938.009 2,691.38 21 5/8"PIN STA: 32+04.16,OFF: 24.92'L 687,987.186 2,464,865.209 2,690.44 22 1/2"PIN/BB&S STA: 34+90.71,OFF: 47.88'L 688,273.826 2,464,843.392 2,690.74 23 1/2"PIN STA: 34+97.63,OFF: 55.011E 688,280.777 2,464,836.287 2,690.28 24 5/8"W/CAP STA: 35+33.55,OFF: 528.05'L 688,318,576 2,464,363.400 2,688.23 25 1/2"W/CAP STA: 35+69.48,OFF: 54.881E 688,352,620 2,464,836,704 2,689.36 26 5/8"W/CAP STA: 36+76,27,OFF: 47.98'R 688,459.009 2,464,939.991 2,688.98 27 BD LS12459 STA: 35+97.30,OFF: 47.99'R 688,380.035 2,464,939.688 2,689.90 28 BD LS12459 STA: 35+79.28,OFF: 65.97'R 688,361.947 2,464,957.592 2,690.01 29 5/8"W/CAP STA: 35+33.75,OFF: 48.01'R 688,316.484 2,464,939.454 2,689.81 30 5/8"W/CAP LS12459 STA: 35+33.75,OFF: 242.51'R 688,315.711 2,465,133.948 2,689.15 31 5/8°W/CAP STA: 34+91.15,OFF: 262.79'R 688,273.032 2,465,154.062 2,688.78 32 1/2"W/CAP LS12459 STA: 35+79.23,OFF: 240.58'R 688,361,197 2,465,132,203 2,689.13 33 5/8"W/CAP LS8578 STA: 40+02,OFF: 47.861E 688,785.103 2,464,845.411 2,686.11 34 5/8"W/CAP LS11118 STA: 40+03.15,OFF: 276.79'L 688,787.147 2,464,616.487 2,685.66 35 1/2-PIN STA: 49+07.02,OFF: 25.22'L 689,690.035 2,464,871.552 2,685.10 36 1/2-PIN STA: 50+15,19,OFF: 24.861E 689,798.200 2,464,872.334 2,685.26 37 5/8"W/CAP LS12459 STA: 50+14.62,OFF: 48.04'R 689,797.350 2,464,945.231 2,686.08 38 5/8"W/CAP LS5082 STA: 56+94,92,OFF: 24.991E 690,477.928 2,464,874.838 2,680.34 39 5/8"W/CAP LS5082 STA: 59+22.98,OFF: 48.1 O'R 690,705,700 2,464,948.807 2,681.65 40 5/8"PIN STA: 59+49.77,OFF: 87.57'R 690,732.335 2,464,988.379 2,680.23 41 5/8"W/CAP LS5082 STA: 60+02.30,OFF: 140.37'R 690,784.666 2,465,041.385 2,681.83 42 5/8"W/CAP LS5082 STA: 62+22,15,OFF: 48.03'R 691,004.868 2,464,949.902 2,681.47 43 5/8-PIN 3130 STA: 61+10.94,OFF: 50.99'L 690,894.040 2,464,850.453 2,679.26 44 5/8"W/CAP LS5082 STA: 60+25.77,OFF: 51.031E 690,808.871 2,464,850.077 2,679.40 A g5 NG, 1a �� • S H E = T - I - - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Monuments & Property Corners Table ✓O 5 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 2 Of 59 a� I LU w g 0 Q O Ir w J � q M Q I W M m Co \W Q M JPI STA. 36+6.19 U Q, Q N C D s� C TACONIC DR 100 1001_ — 102 103 1 1 1 s s 106 107 108 109 EP � EP D C I C P CID I M W ELI I M II 0 60 12C' 1 SCALE: 1"=60' Typical Sections Keymap Scale- 1"—6n' A g5 NG, • S H E = T — 1 - - _ 1 4 Revisions: • S I G N A T U R E 5 Typical Sections Keymap VO5 Design By: PRECISION Date: 07/2022 1 Drawn By: PRECISION Date: 07/2022 CON ON ';M' Ada County Highway District • 3775 Adaw s StreedaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 3 Of 59 N O T E S 1. TYPICAL SECTIONS PROVIDE PAVEMENT SECTION DEPTHS AND CURB TYPES.ROADWAY, ISLANDS,BUFFER,AND SIDEWALK WIDTHS VARY THROUGHOUT THE ROUNDABOUT.SEE ROUNDABOUT PLAN AND GRADING SHEETS FOR INFORMATION TO CALCULATE ACTUAL WIDTHS. �A MAXIMUM 10:1 SLOPE TO A MINIMUM 3.5'HEIGHT ABOVE THE CIRCULATION ROADWAY CIRCULATION LANES CIRCULATION LANES ❑B BUFFER SURFACE VARIES BETWEEN PATTERNED CONCRETE AND SOD.SEE ROADWAY PLAN MULTI—USE PATH BUFFER TRUCK APRON CENTER ISLAND TRUCK APRON BUFFER MULTI—USE PATH &PROFILE SHEETS FOR BUFFER TYPE. 10.0' 6.5' VARIES 12 0' 82 0' 12 0' VARIES 6.5' 10.0' SEE PLAN SEE PLAN MOUNTABLE ROUNDABOUT CURB ❑A MOUNTABLE ROUNDABOUT CURB (NO GUTTER), SIZE 3—INCH, (NO GUTTER), SIZE 3—INCH, 1 ITEM 706.4.1.A.9.A ITEM 706.4.1.A.9.A 1' 3 1.75%+0.25% 1_5%-2.0% 1.5% 1.5%_ 1.51.5%2.0%, 1 75%`t0.25% 31 CONCRETE SIDEWALK, 5"' 71� CONCRETE SIDEWALK, 5" THICKNESS,ITEM 706.4.1.E.1.5 PORTLAND CEMENT CONCRETE PAVEMENT MOUNTABLE ROUNDABOUT CURB(NO MOUNTABLE ROUNDABOUT CURB(NO PORTLAND CEMENT CONCRETE PAVEMENT THICKNESS,ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE — CLASS 4000A, THICKNESS 8", GUTTER), SIZE 6—INCH, ITEM 706.4.1.A.9.0 GUTTER), SIZE 6—INCH, ITEM 706.4.1.A.9.0 —CLASS 4000A, THICKNESS 8 4" OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 705.4.1.A.1.08 PORTLAND CEMENT CONCRETE PAVEMENT—CLASS ITEM 705.4.1.A.1.08 BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 12"OF CRUSHED AGGREGATE BASE TYPE 1 4000A, THICKNESS 8"(COLORED TRUCK APRON PORTLAND CEMENT CONCRETE PAVEMENT— CLASS 12"OF CRUSHED AGGREGATE BASE TYPE 1 ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, (PLAN QUANTITY), ITEM 802.4.1.A.1 "AMS—STD-30257—Tan"),ITEM 705.4.1.A.1.08 4000A, THICKNESS 8"(COLORED TRUCK APRON (PLAN QUANTITY), ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, ITEM SSP 07013 AMS—STD-30257—Tan"),ITEM 705.4.1.A.1.08 ITEM SSP 07013 6"OF CRUSHED AGGREGATE BASE TYPE 1 6"OF CRUSHED AGGREGATE BASE TYPE 1 MOUNTABLE ROUNDABOUT (PLAN QUANTITY),ITEM 802.4.1.A.1 MOUNTABLE ROUNDABOUT CURB&GUTTER,SIZE 6—INCH, (PLAN QUANTITY), ITEM 802.4.1.A.1 CURB&GUTTER, SIZE 6—INCH, ITEM 706.4.1.A.11 ITEM 706.4.1.A.11 Typical Section A-A- Center Island Scale: NTS BUFFER BUFFER MULTI—USE PATH VARIES TRAVEL LANE TRAVEL LANE CENTER LANE TRAVEL LANE TRAVEL LANE 10.0' SEE VARIES VARIES VARIES VARIES VARIES SEE 10.0'VARIES MULTI—USE PATH ~ PLAN SEE PLAN �~ SEE PLAN SEE PLAN SEE PLAN � SEE PLAN PLAN STANDARD 6"VERTICAL I STANDARD 6"VERTICAL 1 CURB&GUTTER, 1.0% 1.0% CURB&GUTTER, 1 3 1.75%t025% ITEM 706.4.1.A.5 29 MIN. MIN. 29 ITEM 706.4.1.A.5 1.75%t0.25% -5.1 CONCRETE SIDEWALK, 5"THICKNESS, CONCRETE SIDEWALK,5"THICKNESS, ITEM 706.4.1.E.1.5 MOUNTABLE ROUNDABOUT MOUNTABLE ROUNDABOUT ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE BASE TYPE 1 PORTLAND CEMENT CONCRETE CURB(NO GUTTER),SIZE CURB(NO GUTTER),SIZE PORTLAND CEMENT CONCRETE 4"OF CRUSHED AGGREGATE BASE TYPE 1 PAVEMENT— CLASS 4000A, 4—INCH,ITEM 706.4.1.A.9.B 4—INCH, ITEM 706.4.1.A.9.B PAVEMENT— CLASS 4000A, (PLAN QUANTITY),ITEM 802.4.1.A.1 THICKNESS 8", THICKNESS 8", (PLAN QUANTITY),ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, ITEM 705.4.1.A.1.08 5"OF PATTERNED CONCRETE, 4"OF CRUSHED ITEM 705.4.1.A.1.08 5"OF PATTERNED CONCRETE, ITEM SSP 07013 ITEM SSP 07013 AGGREGATE BASE TYPE 1, ITEM SSP 07013 12"OF CRUSHED AGGREGATE BASE TYPE 1 ITEM 802.4.1.A.1 12"OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 (PLAN QUANTITY),ITEM 802.4.1.A.1 Typical Section B-B - Eagle Road (Sta 32+59 to Sta 34+65) and (Sta 36+00 to Sta 38+08) Scale: NTS BUFFER BUFFER TRAVEL LANE CENTER LANE TRAVEL LANE MULTI—USE PATH VARIES VARIES MULTI—USE PATH 10.0' SEE VARIES VARIES VARIES SEE 10.0' PLAN SEE PLAN SEE PLAN SEE PLAN PLAN ❑B STANDARD 6"VERTICAL STANDARD 6"VERTICAL 3�1 CURB&GUTTER, 1.0% 1.0% CURB&GUTTER, 1 F 1,75%t025% ITEM 706.4.1.A.5 2% MIN. MIN. 2% ITEM 706.4.1.A.5 175%t025% CONCRETE SIDEWALK, 5"THICKNESS, CONCRETE SIDEWALK,5"THICKNESS, ITEM 706.4.1.E.I.5 PORTLAND CEMENT CONCRETE MOUNTABLE ROUNDABOUT MOUNTABLE ROUNDABOUT PORTLAND CEMENT75" ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE BASE TYPE 1 PAVEMENT— CLASS 4000A, CURB(NO GUTTER),SIZE CURB(NO GUTTER),SIZE PAVEMENT— CLAS OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY),ITEM 802.4.1.A.1 THICKNESS 8", 4—INCH,ITEM 706.4.1.A.9.B 4—INCH, ITEM 706.4.1.A.9.B THICKNESS 8", LAN QUANTITY),ITEM 802.4.1.A.1 ITEM 705.4.1.A.1.08 5"OF PATTERNED CONCRETE, ITEM 705.4.1.A.1.08 4" OF CRUSHED 12"OF CRUSHED AGGREGATE BASE TYPE 1 ITEM SSP 07013 AGGREGATE BASE TYPE 11 12"OF CRUSHED AGGREGATE BASE TYPE 1 OF PATTERNED CONCRETE, (PLAN QUANTITY), ITEM 802.4.1.A.1 ITEM 802.4.1.A.1 (PLAN QUANTITY),ITEM 802.4.1.A.1 ITEM SSP 07013 Typical Section C-C - Taconic Dr (Sta 103+38 to Sta 104+31) and (Sta 105+95 to Sta 107+59) Scale: HTS A Sg A'G • S H E = T — 1 - - _ 1 4 Revisions: • S I G N A T U R E S Typical Sections 5 Design By: PRECISION Date: 07/2022 1 Drawn By: PRECISION Date: 07/2022 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 4 Of 59 N O T E S 1. TYPICAL SECTIONS PROVIDE PAVEMENT SECTION DEPTHS AND CURB TYPES.ROADWAY, ISLANDS,BUFFER,AND SIDEWALK WIDTHS VARY THROUGHOUT THE ROUNDABOUT.SEE ROUNDABOUT PLAN AND GRADING SHEETS FOR INFORMATION TO CALCULATE ACTUAL WIDTHS. R/W VARIES VARIES P/L �B BUFFER SURFACE VARIES BETWEEN PATTERNED CONCRETE AND SOD.SEE ROADWAY PLAN 26.2'-47.0' 25.0'-36.0' &PROFILE SHEETS FOR BUFFER TYPE. MULTI—USE PATH BUFFER TRAVEL LANE CENTER BUFFER TR BUFFER I]VARIES MULTI—USE PATH AVEL LANE 1C CROWN TRANSITIONS FROM 0'LEFT OF CONTROL LINE AT STA 102+50 TO 4.1'LEFT OF 10.0' 4.0' VARIES VARIES VARIES SEE 10.0' CONTROL LINE AT STA 103+38 SEE PLAN SEE PLAN SEE PLAN PLAN 3.7 I 1.75%t0.25% 0-4.1' r � 1.75%i0.25% CONCRETE SIDEWALK,5"THICKNESS, CONCRETE SIDEWALK, 5"THICKNESS, ITEM 706.4.1.E.1.5 ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE BASE TYPE 1 4"OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 (PLAN QUANTITY), ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, 5"OF PLANT MIX PAVEMENT,SUPERPAVE STANDARD 6"VERTICAL ITEM SSP 07013 SP 3(2—LIFTS), ITEM 814.4.1.A.1 CURB&GUTTER, STANDARD 6"VERTICAL 6"OF CRUSHED AGGREGATE BASE TYPE 1 ITEM 706.4.1.A.5 CURB&GUTTER, (PLAN QUANTITY),ITEM 802.4.1.A.1 3" OF PLANT MIX PAVEMENT, SUPERPAVE ITEM 706.4.1.A.5 18"OF 6—INCH MINUS UNCRUSHED SP 3, ITEM SSP 08125 AGGREGATE SUBBASE, ITEM 801.4.1.B.1 4" OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 Alternate Edge Scale: NTS Typical Section D-D - Taconic Drive (Sta 100+74 to Sta 103+38) I, R/W AND P/L VARIES VARIES R/W AND P/L 45.5'-53.2' 48.0'-57.0' TRAVEL LANE TRAVEL LANE CENTER LANE TRAVEL LANE TRAVEL LANE MULTI—USE PATH BUFFER BUFFER MULTI—USE PATH 10.0' 4,p' VARIES VARIES VARIES VARIES VARIES 4.0' 10.0' SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN STANDARD 6"VERTICAL STANDARD 6"VERTICAL 3�1 CURB&GUTTER, 1.0% 1.0% CURB&GUTTER, 1 1.75%t0257 ITEM 706.4.1.A.5 2% MIN. MIN. 2% ITEM 706.4.1.A.5 1 75%t0.25% 3 CONCRETE SIDEWALK, 5"THICKNESS, CONCRETE SIDEWALK, 5" THICKNESS, ITEM 706.4.1.E.1.5 ITEM 706.4.1.E.1.5 4"OF CRUSHED AGGREGATE BASE TYPE 1 MOUNTABLE ROUNDABOUT MOUNTABLE ROUNDABOUT 4"OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 CURB(NO GUTTER),SIZE CURB(NO GUTTER), SIZE (PLAN QUANTITY),ITEM 802.4.1.A.1 5"OF PATTERNED CONCRETE, 4—INCH,ITEM 706.4.1.A.9.B 4—INCH,ITEM 706.4.1.A.9.B 5" OF PATTERNED CONCRETE, ITEM SSP 07013 5" OF PATTERNED CONCRETE, 4"OF CRUSHED ITEM SSP 07013 5"OF PLANT MIX PAVEMENT,SUPERPAVE ITEM SSP 07013 AGGREGATE BASE TYPE 1, 5" OF PLANT MIX PAVEMENT, SUPERPAVE SP 3(2—LIFTS), ITEM 814.4.1.A.1 ITEM 802.4.1.A.1 SP 3(2—LIFTS), ITEM 814.4.1.A.1 6"OF CRUSHED AGGREGATE BASE TYPE 1 6"OF CRUSHED AGGREGATE BASE TYPE 1 (PLAN QUANTITY), ITEM 802.4.1.A.1 (PLAN QUANTITY), ITEM 802.4.1.A.1 18" OF 6—INCH MINUS UNCRUSHED 18"OF 6—INCH MINUS UNCRUSHED AGGREGATE SUBBASE, ITEM 801.4.1.B.1 AGGREGATE SUBBASE,ITEM 801.4.1.B.1 5"OF PLANT MIX PAVEMENT, SUPERPAVE Alternate Edge SP 3(2—LIFTS),ITEM 814.4.1.A.1 Scale: NTS 18"OF 6—INCH MINUS UNCRUSHED 6"OF CRUSHED AGGREGATE BASE TYPE 1 AGGREGATE SUBBASE, ITEM 801.4.1.8.1 (PLAN QUANTITY), ITEM 802.4.1.A.1 Typical Section E-E - Eagle Road (Sta 23+35 to Sta 32+59) and (38+08 to Sta 59+83) Scale: NTS :.N SgS IT E = T — 1 - _ 1Revisions: • S I G N A T U R E S Typical Sections Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 CON -�' Ada County Highway District • 3775 Ada-s Street, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 5 Of 59 SEC 32, T3N, R1 E, BM N O T E S TBM#1 O REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 UTILITY EASEMENT S1132417210 25'EASE P _ � O O7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 - - - - - - ---P{� - - v3 +38.1 HBU INVESTMENTS LLC— — R7977200020 _ .. — .5875 S EAGLE ROAD _ 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A BLANKET UTILITY EASEMENT SOUTHERN HIGHLANDS BOA INC I PARCEL(l) 0 S CUBOLA WAY \I 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B PARCEL 20 39 +38.1 +63.4 27 CONNECT TO EXISTING MANHOLE,INCIDENTAL TO PIPE ITEM\ 50 23 131-LF 45.5'LT . 43.5'LT j1�1 __ 34 PLUG EXISTING PIPE PENETRATION,INCIDENTAL TO PROJECT 39 CONNECT TO EXISTING IRRIGATION BOX,INCIDENTAL TO ITEM 601.4.1.A.5 34 F 1 ER DITCH IRK BOX 24• 1 IPRAP LU 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 1 °e .R&PIPE _ _ - w _ = 49 CONCRETE SIDEWALKS,THICKNESS 5',ITEM 706.4.1.E.1.5 uTLTv Ox O 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.LF.1 a T T T T Foc Fdc T 64 FOC 45 49 < 56 4"TOPSOIL,ITEM SSP 25050 EP EP EP EP EP EP m LU 57 SOD REPAIR,ITEM SSP 29064 —EP EP EP EP EP EP EP EP FP EP—� 1 T P w Sew EAGLE RD o 27 2.51T w 123-LF 22 2.5'LT 64 141 � 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 CP#3 21 22 a 23 CP#17 _ _ 24 _ o NO'13'41"E _ I _ _ __ - 64 PATTERNED CONCRETE,ITEM SSP 07013 o- - 2676.19E - - v, _�__ = i__ e_-$s__�R3.5' C+ V 66 GRAVEL REPAIR,ITEM SP 02020 \ +30.3 141 N W W W W W W W W W-2.5'RT 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS - EP EP EP EP EP EP • MATCHLINE �Ep Ep EP EP (n 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), - - STA:23+45.29,0.00'RT(ACHD PROJECT NO.521043) e 45 s4 W ITEM 706.4.1.A.9.B F = STA:40+23.47,0.07'RT(ACHD PROJECT NO.319050) 1 J 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. = 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. c G c Q 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET CP#16 • • • • • 1• • • SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.13A 0• - - R3636220400 99 7 49 0 a CENTURY FARM OA INC q 0 S ALAO WAY Z R3636170150 56 57 62 PARRCELCEL 1 CENTURY FARM CA INC W5996 PARCEL®EAGLE OAD N � o R3636220380 CENTURY FARM CA INC 0 E LEVIN DR SEC 33, T3N, R1 E, BM PARCEL 30 2704 21+00 22+00 23+00 24+00 2704 2702 2702 2700 2700 2698 EXISTNG GROUND 2698 B E N C H M A R K S -__r, ----- AT CENTERLINE- ---_ ---- _--- _ TRIM#1: 60D IN N.FACE PP --- ---- ----_ STA: 23+40.05 OFF: 83.99'LT NORTHING: 687,123.322 FASTING: 2,464,802.704 2696 ELEVATION: 2,695.430 ——— ————— ___ 2696 —o.— -- — TBVC LEFT&RIGHT STA:24+60,29.50'L&R 2694 STA:23+45.32,29.50'L&R TBVC EL:2695.25 2694 TBVC EL:2695.71 C O N T R O L P O I N T S 18" STOR RAIN (RE PROJ. //3 050) REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2692 2692 ON MONUMENTS TO BE REFERENCED AND RESET. REFER TO SHEETS 18-22 FOR STORM CP#17: AC S1/16 LS16642 DRAIN AND GRAVITY IRRIGATION PROFILES 2690 2690 EX. 30" IRRIG LT. 0 20' 40' 2688 2688 PLAN VIEW SCALE: 1"=20' --- VERTICAL SCALE: 1=2 EXISTING SAN. SE ER STORM DRAIN& IRRIGATION 2686 2686 DESIGN BY CSC -- NA LOB-, 44 �� 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 377s AdawwwSacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 6 Of 59 SEC 32, T3N, R1 E, BM N O T E S r 3'EASE(T) 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 25'EASE(P) S1132417210 +00 68.5'LT 47 59 // +31 25'EASE(P) O7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.1.C.1 —HBU INVESTMENTS LLC 58751 875 S EAGLE ROAD _ _ _ _ „ _ , _ „ _ O RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP PARCEL(J) +0) . . +15.7 +31 20 12"STORM DRAIN PIPE,ASTM D3034,SUN 35,PVC,ITEM 601.4.1.A.05.12B 23 307-LF 37 43.5 LT 50 23 133-LF 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A •m --1—11J—s�—a�aiaia��a�—a�_b1 �t_a�—s�—s�—sue—ate—ate—ate—ate—.»jT j�--r L y-- -- -- --� -- 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A • _ CD — — — — — — — — — — — — — — — — ,ZW— — — — — — — — — — — 00 24 IRRIGATION PI STM F6 ITEM 601.4.1.A.05.24B F ,.,... .. ,,..: -..... 1 .IRR DITCH. F W W 26 INLET CATCH BASINS TYPE I,ITEM 6024.1.F.1 i — — 2 31 48"STORM DRAIN CATCH MANHOLE,ITEM 6024.1.E.1.048 �. U) 37 CONCRETE IRRIGATION BOX-SIZE 5'X5',ITEM 602.4.1.M.1.5X5 F- ,� T TSCRIPTIVE RIGHT-oF-WAY TV PRESCRIPTIVE RIGHT-OF-WAY N O 1 IRR PIPE— T 64 T T 26 170 T 45 T T Foc 1 IRR PIPE_T 64 49 T < 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 LLJLLL EP EP EP EP EP P P P F� EP EP EP EP EP P EP Ep W W EAGLE RD LL 47 SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM 2024.1.A.1 141 64 +58.1 +75.1 141 64 W 22 204-LF 31 I 20 28-LF 2.5'LT R3.5' 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 22 236-LF 2.5'LT O _ NO'13'41 �_ _ __ __ O 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.LE1 (O __ �_�__�__ _—s}T--- O t 2676.19' + R3.5' CA CV 141 W r 21ry 28-LF +58.1 +751 CV 56 4"TOPSOIL,ITEM SSP 25050 2.5'RT F W W W W I W W W W 2.5'RT 141 57 SOD REPAIR,ITEM SSP 29064 EP EP EP EP EP 64 EP EP EP TEP 45 EP EP EP EP EP EP- EP W Cn 59 ASPHALT REPAIR-OTHER,ITEM SSP 08125 ILL 26 110 J = L 1 _J 64 PATTERNED D CONCRETE,ITEM SSP 07013 TEM SSP 29101 U U REFER TO ILLUMINATION AND INTER ONNECT PLANS +93 F INLET PROTECTION,ITEM 1006.4.1.C.1 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), 7 56 57 62 49 R3636170150 99 +74 ITEM 706.4.1.A.9.B CENTURY FARM CA INC TBM#2 BOLLARD 1 •30} 56 57 62 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. BLANKET UTILITY&IRRIGATION F59-9-61 SEAGLE ROAD EME IC 7 EASEMENT(PLATTED) PARCEL® I G)< 15. 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. _I P}� — �ft — — �f� — �{� — — �ft — — �{� — �ft — — 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET 63F ARM2 CENTURY GA INC +7i �+9I3 SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. 0 S PALA DNO WAY b PARCEL© SEC 33, T3N, R1 E, BM s 36'EASE(T) 2702 25+00 26+00 27+00 28+00 29+00 2702 2700 2700 2698 2698 2696 2696 B E N C H M A R K S TBM#22 5/8"W/CP CAP --- STA: 27+35.00 OFF: 27.35'RT —————— ---- --- ------ NORTHING: 687,517.703 FASTING 2,464,946.291 ---- --------- 2694 -0.40%---- — 2694 ELEVATION: 2,694.870 EXISTING GROUND STA:24+60,29.50'L&R _ AT CENTERLINE TBVC EL:2695.25 ------ - TBVC LEFT&RIGHT 2692 sTA:z9+Do,TBVC ELL::269349. 2692 26949 O C O N T R O L P O I N T S REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2690 2690 ON MONUMENTS TO BE REFERENCED AND RESET. 4t��TING 2688 2688 REFER TO SHEETS 18-22 FOR STORM 0 20' 40' 2686 DRAIN AND GRAVITY IRRIGATION PROFILES 2686 PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"-2' STORM DRAIN& IRRIGATION — 2684 26841 DESIGN BY CSC NQTFFOB. SY," ;V, 44 �� 1 4 Revisions: • S I G N A T U R E S ✓0 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 377s AdawwwSacnddaBooioe9 Idah 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 7 Of 59 SEC 32, T3N, R1 E, BM N O T E S 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 S1132417210 +04.1 —mM R79775510 00 O7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 HBU INVESTMENTS LLC SOUTHERN HIGHLANDS BOA INC- .. . . — , 5 775 S EAGLE ROAD_ _ _ _ _ _ _ _ -- -- -- - 1 1 E TACONIC DRIVE -® -- -TREE 1 -_ 20 12"STORM DRAIN PIPE,ASTM D3034,SUR 35,PVC,ITEM 601.4.1.A.05.12B PARCEL( 24 TBM 3 PARCEL® 4'EASE(P) 36 .. .. .. 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A -- -- -- - --+-- --+-- -- --+-23 j06 LF+-- -- +87,2 j0- --+--+--+--r-- --�-- -- +04.1 +04.1 +840 R784 `� 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A 66 56 57 62 +61.4 43 5'LT 45 5'LT 48 0'LT- +84.0 24 IRRIGATION PIPE ASTM F679 --+--+- -�+--+--+--+--+- • • �Y �y���Y-�Y-��-��-t • • • _ R788 ITEM 601.4.1.A.05.24B 23 • • fW— • • • i • • • • • - -• ~ ~ p� CONNECT TO EXISTING PI INCIDENTAL TO PIPE ITEM - - 24 PE W~ .-' o -IRR PIPE 1 W 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 40' 1 IRR-PIPE W -�- y 0 _ _ 31 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E.1.048 _ .. .. .. .. .. .. P `�O 36 CONCRETE IRRIGATION BOX-SIZE 6'X6',ITEM 602.4.1.M.1.6X6 F EP 49 PRESCRIPTIVE RIGHT-OF- <q� TV qg 64 ~ cc EOC T Foc4 T P 45 T P 26 110 T-IRR DITCH 1 POC OC T Foc T POc 141 Foc 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 LU :n p CP#21 101 W LL N EP E +14.1 EP EP F1 EP EP EP— EP EP EP EP ILL 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 LU iqi 2.5'LT +55.1 +57.8 63 W 64 22 214-LF EAGLE RD 20 22 226-LF oC R3.5' 20 28-LF 2.5'LT 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.1.F.1 O NO'13'41"E_----s 31 _ _ _ -- -- O O - - __ -_ -_ e _ __ - 56 4"TOPSOIL,ITEM SSP 25050 N +14.1 267619 31 r 21 28-LF R3.5' 64 141 c) 57 SOD REPAIR,ITEM SSP 29064 w �2.5'RT w +55.1 Q w 141 w w w d Q 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 F 2.5'RT rn EP EP EP EP EP EP EP 26 110 P W EP EP P EP EP-+59.8 63 EP 1 63 LIMITS OF CONCRETE PAVING LU W 45 64 98 EP W z '.DP... 64 PATTERNED CONCRETE,ITEM SSP 07013 J J 66 GRAVEL REPAIR,ITEM SP 02020 U -' o '' ,'I_; _ U 98 REFER TO TRAFFIC SIGNAL PLANS F " _ er • F Q v. - -` - - 1 `"- - • c• gg REFER TO ILLUMINATION AND INTERCONNECT PLANS 40 CP#20 _ 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT-OF-WAY WILL BE 99 R3636140250 7 49 56 57 62 �R3636120880 uP 56 57 62 ESTABLISHED BY OTHERS FOR RECORD OF SURVEY CENTURY FARM CA INC CENTURY FARM OA INC S PALATNO WAY BLANKET UTILITY&IRRIGATION 0 S EAGL ROAD 110 INLET PROTECTION,ITEM 1006.41C.1 PARCEL 6 EASEMENT(PLATTED) PARCEL 7 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), ITEM 706.4.1.A.9.B 1 REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 2909" 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. SEC 33, T3N, R1 E, BM 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. 2700 29+00 30+00 31+00 32+00 33+00 2700 4. REFER TO ROUNDABOUT GRADING PLANS FOR STATION AND OFFSET LOCATIONS OF NEW EDGE OF PAVEMENT AND CURB AND GUTTER. 2698 2698 REFER TO ROUNDABOUT CURB PLAN 2696 AND PROFILE SHEETS 27-35 2696 2694 2694 B E N C H M A R K S 19 TRIM#3: TOP N.E.BOLT®IRR BOX -- ------ STA: 32+10.28 OFF: 69.40'LT ---- ---- _-_ _ -0.409, NORTHING: 687,993.484 FASTING: 2,464,820.754 2692 TBVC29+00,3490'L&R ---- - -- -- ---- --- _ 2692 ELEVATION: 2,691.940 EXISTING GROUND TBVC LEFT&RIGHT --- ________ AT CENTERLINE STA:31+50,29.50'L&R TBVC EL 2692.49 2690 2690 0 CONTROL POI NTS REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2688 2688 ON MONUMENTS TO BE REFERENCED AND RESET. EXIST G WATER ( PPROX) EX. 36" IRRIG L. EXISTING WATER (APPROX) 2686 2686 REFER TO SHEETS 18-22 FOR STORM DRAIN AND GRAVITY IRRIGATION PROFILES 0 20' 40' 2684 2684 PLAN VIEW SCALE: 1"-20' VERTICAL SCALE: 1-2' EX. 15" IRRIC I C STORM DRAIN& IRRIGATION 2682 2682 DESIGN BY IS NQTL . 44 �� 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe, Idah 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 8 Of 59 R7977550980 \ MATCHLINE-STA:104+20-REFER TO SHEET 17 SKY MESA EAST LLC N O T E S ®S ZAIVc�A AVE 56 62 �5226.3, 46, 66 � SEC 32, T3N, R1 E, BM PARCEL 9 oy Ol REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 SOUTHERN HIGHLANDS HOA INC - -- -R771.5' / +55.5 7-LF 20 W y 56 57 62 ;n 2 REMOVE TREE 6"+,ITEM SSP 29093 ME TACONI DRIVE 14'EASE(P) 34+60.3 +232� m o O PARCEL8 94 TLT T R595'; 64 31 i w 2 ��'+ .\\ 5.5' = 10 �'fL REMOVE CURB.GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 "R785.5' ASPHALT 141 64 2 8'EASE(P)m A +70.0 00 34+26.7 �^'�! 1 PATHWAY B4 y-- �� R7977550440 RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP �99C1--• -�56 57 62 �- 708'LT.52 --��- -- -- - 'r yo SOUTHERN HIGHLANDS HOA INC 25 65 LF - rn O 1 BLOCK WALL- - 33+73.2 -/ R113.5' - ti 5630 ZAIVCLA AVE -'' '' '' '' 10 RETAIN AND PROTECT EXISTING PIPE 4'EASE(P) 68.6'LT 2a 28 32 F 10 2 6 36+36.6 on PARCEL 11 25'GRIMMET 20 32-LF- 60.5'LT s 20 12"STORM DRAIN PIPE,ASTM D3034,SUN 35,PVC,ITEM 601.4.1.A.05.12B - -_ - �4 ==� ==�= =+21.9- to 61.9'LT 1 ALVE 2 143 2 R56.5'+53.2 36-E 12'EASE(P) 37+22.5 37+34.5 R902' 38+03.1 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A V .IRR PIPE 1 10 w 2 s� 48.0'LT ® 49.2'LT -531'LT " 1 l a0 qg' 2 •CP#23 101 - 1 � 48.0'LT- � � •• �� � 22 18 STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A 24 36 � � 101 CP#25 � � 15 IRRIG R788 2 7 6 58 62 56 57 62 24 CONNECT TO EXISTING PIPE,INCIDENTAL TO PIPE ITEM� • `' �R45'. l_. TLA ER A T 141 / R890 • 36' IRRIGATION PIPE ASTM F679,ITEM 601 41 A 05 36B F )p p p� r0 26 INLET CATCH BASIN,TYPE I,ITEM 6024.1.F.1 F- W 45 p 111 142 P ®� 2 LU 28 ADJUST IRRIGATION MANHOLE TO GRADE,ITEM 2030.4.1.A.1 F1 = 64 34+36.8 54 2 TV T p W 36+43.2 P = 30 24"STORM DRAIN PIPE,ASTM F679 PVC,ITEM 601.4.1.A.05.24A 37.8'LT - 41 7'LT 52 49 r 45 TV 0 O 55 41 V Fo, 64 oc O 31 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E1.048 34+37.3 98 Fi 141 36+28.5 7 FZ T TV P i Ep T ` +08.4 63 32 72"CONFLICT MANHOLE,ITEM SP 06017 54 70 49 EAGLE ROAD STA: 35+33.55 0 00 S4 � 11.2'LT P t 64 10.2'LT 141 64 W �TACONIC DR STA: 105+2805,0.00 2 92-LF W 55 p 102 I I W G TV Fi 36 CONCRETE IRRIGATION BOX-SIZE 6'X6',ITEM 6024.1.M.1.6X6 -30 •.3,x -��-_------_ _� -_-_NO.13'41'E;;__-_141 = _ __ _ �"� _ - - NO°13'19'E - - O 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 G{A. + 2676+19 - 2677.55' N 48 LIMIT OF ASPHALT PAVING,SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM co 22 187-LF ,42 31 ° J 141 49 2024.1.A.1 M 00 45 64 W w W W W 55 10 55 100 CP#2 W W w - co 5' aI ' EAGLE RD +08.6 63 Q 49 CONCRETE SIDEWALKS, THICKNESS ,ITEM 706.4.1.E.1.5 L W 41 54 36+26.7 45 52 PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES,TYPE SD-712A,A,ITEM 143 W - 64 1 706.4.1.H.1.A.A W c 141 14.2'R�T =EP G W Z 140 -Ep Z 54 DETECTABLE WARNING DOMES,INCIDENTAL TO ITEM 706.4.1.E.1.5 J - E 7 130 1 36+34.2 _ Ep 52 47.9'RT = 55 6"VERTICAL CURB(NO GUTTER),4"REVEAL SEE DETAILS,ITEM 706.4.1.A.3 � • 49 •56.57.62• 34+27.4 52 b .; Imo. . '° CP 27 10� 64 ;; ',��s A'.. Q 22.0'RT • 64 124-LF 21 56 z 100 CP#29 CP#26 101 • • • • • • 49 Q # • • • U 4"TOPSOIL,ITEM SSP 25050 g G G - - - - � pl STA: 0�105}76,06 143 ;?{� .R10• ...'• R1 � - - - - � 57 SOD REPAIR,ITEM SSP 29064 34+50 G 98 t w R8 R10 • +15 +33 56 57 62 58 REPAIR LANDSCAPING,ITEM SSP 29067A R3636120880- - 0 ,fit, 48.0'RT G I CP 28 L CENTURY FARM CA INCVEf-U01CI N \ P �oI°i #- 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 141 `• +68 36+95.57 - S EAGL ROAD EASEMENT(PLATTED) °° B • ( . °° ° 5 64 ,11 :5'( 48.00'R 5 7 63 LIMIT OF CONCRETE PAVING PARCEL 7 °+500' R795' 6 gg s i _ +68 p°Q©� © Q©��CR6 1��p°° YO • 14, 'q `S , 4BCANKET U NT &,j RRI-+SOON - TBM 4 ACHo oR LATTED EASMEN 64 PATTERNED CONCRETE,ITEM SSP 07013 O p o w i ° 56 57 62 I I 98 REFER TO TRAFFIC SIGNAL PLANS / \ �� 0 p ROCKS 1 ® 1 ROCK mn 56 57°62 +50 9 12'EASE(T) / ,34+74.2 ® a v fELICTE TREE ° TREE 1 y o R50' R55' 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS 0 86.0'RT 106+303 \ 35+79.2 z� ° 100 REFERENCE AND RESET MONUMENTS BY ACHD - 430'RT 52 OX. 839 RT ° +15 gLET. 106+231 p vo 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT-OF-WAY WILL BE R3636120120 KC � °om CENTURY FARM OA INC ESTABLISHED BY OTHERS FOR RECORD OF SURVEY O a 106+23.9 3270 E TACONI DRIVE +33 © 15.1'RT 54 - n PARCEL 10 102 LANDSCAPE BOULDERS,ITEM SP 29097 06+26.8 1 55 ° 1 TREE 52 24.5'LT Jz 48'EASE(T) 24-LF 109 MANHOLE TYPE SEWER,ADJUST TO GRADE,ITEM 2030.4.1.A.1.A \+\ TREE 20 5-LF 20 26 110 I ° 10'EASE(P) \ 1 `� , TREE° 110 INLET PROTECTION,ITEM 1006.4.LC.1 i/ �R361.5' ORNAMENTAL ROCK&WEED BARRIER,ITEM SSP 25002 31 R351.5'J 26 110 21 27-LF ° 7 130 CONCRETE REPAIR,THICKNESS 8"(COLORED TRUCK APRON),ITEM 706.4.1.G.1 'VTR E 1 5 LF 20 ROCK 1 140 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 3-INCH(SEE DETAILS), +•® TREE 1 ITEM 706.4.1.A.9.A 26 110 141 om 56 57 62 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), 411 1 TREE ITEM 706.4.1.A.9.B / TREES 1 II 2 10 +gZ 142 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 6-INCH(SEE DETAILS), 64 ITEM 706.4.1.A.9.0 %,.Q 45 143 MOUNTABLE ROUNDABOUT CURB&GUTTER,SIZE 6-INCH(SEE DETAILS),ITEM +05.0 56 57 62 G+92\ 706.4.1.A.11 +05 0 Qa 64 - •y �•.^� 9'EASE(T) 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. �107+14" .I � E / �45.5'RT I 2 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. vp 9 62 0 p 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET 56 57 10' ;6.5' SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. i 49 C 4. REFER TO ROUNDABOUT GRADING PLANS FOR STATION AND OFFSET LOCATIONS OF Z 1 TREE NEW EDGE OF PAVEMENT AND CURB AND GUTTER. �p O +29 +29 7 C a i107+74.2 52 ~ C 7 / 38.8'RT ROCK B E N C H M A R K S CONTROL POI NTS /+ 107+64.7 • 45.5'RT I9 TBM#4: CB®N.FSW REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 63 +58.5 110 STA: 36+61.24 OFF: 72.85'RT ON MONUMENTS TO BE REFERENCED AND RESET. 107+75.4 44 26 110 CP#32 NORTHING: 688,443+875 EASTING: 2,464,964+799 50.4'RT \ ELEVATION: 2,689.760 CP#2. AC 1/4 S32-33 LS8960 100 CP#30 9 CP#29: 5/8 W/CAP STORM DRAIN& 9 R30' 10 f' CP#30: 5/8"W/CAP LS12459 IRRIGATION S DESIGN CSC 55 109 I 48 +96.3 BY NQTFFOB. �+ 0 20' 40' ���, + " E 101 CP#31 � I SEC 33, T3N, R1 E, BM PLAN VIEW SCALE: 1"=20' °4 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 9 Of 59 SEC 32, T3N, R1 E, BM N O T E S _ R7977550440 __—REFER TO STORMWATER BASIN PLAN, O1 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 SOUTHERN HIGHLANDS BOA INC SHEET 25,FOR CONTINUATION S1132142001 S1132142103 T LATERAL EASMENT 5630 S ZAIVC�A AVE 39 �� FULCHER F SCOTT +73.9 FULCHER RUSSELL M FAMILY TRUST 7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 - __ PARCEL 11 32 25'EASE(P) O _ ®S EAGLE ROAD� 156 psi 20 61-Lf �S EAGLE ROAD - _- --� __ -- -- -_�__ __ -- -- -- -- +69.1 12'EASE(P) 56 v \3 103-LF PARCEL 1� PARCEL 13 - O RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP — — R1563' 48.0 L \\ 14 5-LF —•. L • +47.5 +50.0 48.0L '�„\ _ 23 70-LF � 15 2 EA 14 12"IRRIGATION PIPE,CLASS III RCP,ITEM 601.4.1.A.1.12A TION EASMENT .. •R1551'- — .. - ti 50 +65.6 \ ACTT +46.6 —+02.0 {{ +49,3 �� \ 43.5'L 37 1 IRR BOX 55-LF 2+- v 15 12"WATERMAN C-10 CANAL GATE,ITEM 602.4.1.K.1 49.3'L +500 66 `� &PIPE 23 32-LF 49 1"1 46.0'L `v ` M#6 37 - _ __ _ 18 IRRIGATION STRUCTURE No.1,SEE SHEET 24,ITEM 703.4.1.A.1 GR ETi .47ERALASMFN CP#33 - --�— o - FtA'IT.ED - _ --— - - _ 12 STORM DRAIN PI ASTM D30 DR ,PVC,ITEM 601.4.1.A.05.12B .. - R1403' +; +69.0 ".'. +02 0 "46.0'L 18 20 PE A 34 S 35 �} ', {{ 1 s�--IRR PIPE 1 F W '. . ,48 8 L r .IRR BOX-' y _ W 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A W _ ..._ {{ _ 50 .& 2 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B 26 110 TV { 64 (n v T Tv T Tv TV &RPIPE 1 63-LF 30 1 IRR BOX _ ry _ - - ry- T Q 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 20 28-LF 36-LF —roc TV &PIPE 45 � 64 24"STORM DRAIN PIPE,ASTM F679 PVC,ITEM 601.4.1.A.05.24A W T F1 141 T —EP T Ea E P r} o CP#4 101 IRR BOX 1 IRR PIPE 1 _ W ILL n 30 31 { 30 160-LF +86.9 8-LF 20 F1 E EP p EP EP F1 EP EP N LL 31 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E.1.048 � P 3.8'L EAGLE RD / 25.01 W -_ __ -R3.5'_ O 0 20 23-LF P 25.o'L 32 72"CONFLICT MANHOLE,ITEM SP 06017 N - o- - - - I NO'13'19"E 41- - 1 - - 42 - - 1 0 37 CONCRETE IRRIGATION BOX-SIZE 5'X5',ITEM 602.4.1.M.1.5X5 + W { 21 28-LF 64 31 { 2677.55' T BE c00 0 w w 141 w +86.7 w / w w w w CVO 39 CONNECT TO EXISTING IRRIGATION BOX,INCIDENTAL TO ITEM 601.4T.A.5 1.VIR Q 26 110 { G W W Q 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 G 64 / EP EP G P EP G G G 135 EP E EP EP P Cn 49 CONCRETE SIDEWALKS,THICKNESS 5 ITEM 706.4.1.E.1.5 21 33-LF 45 Z W 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.1.E1 J R10 _ - ` .- '.. • J 56 4"TOPSOIL,ITEM SSP 25050 F R10 R10 F 57 SOD REPAIR,ITEM SSP 29064 HE C BOX 1 99REMOVE&RESET SPRINKLER SYSTEM ITEM SSP 29101 56 57 62— T PATTERNED CONCRETE,ITEM SSP 07013 +59 5 +75 - - - - +48 +76 - , - - - 56 57 62 -7 49 - 7 56 57 62 ---t� 66 GRAVEL REPAIR,ITEM SP 02020 56 57 62 I U 9 S. gg� BLANKET UTILITY& TI ACHD PERMANENT SE NT EASEMENT(PLATTED) R20 INST.NO.2015-05074 98 REFER TO TRAFFIC SIGNAL PLANS R25' R3636120120 z� 9 CENTURY FARM CA INC 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS +75 E TACONIC DRIVE +48 +76 - �'.'- - - - - PARCEL 10 156 - � - � 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT-OF-WAY WILL BE oA Q '> / 20 EASE(T) \ O ESTABLISHED BY OTHERS FOR RECORD OF SURVEY o n +59 0 4 29'EASE(T)�` � 111111,,, / 110 INLET PROTECTION,ITEM 1006.4.LC.1 SEC 33, T3N, R1 E, BM 35 ABANDON EXISTING MONITORING WELL,ITEM SSP 06027 2696 38+20 39+00 40+00 41+00 42+00 2696 41 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), ITEM 706.4.1.A.9.B 156 PEDESTRIAN BRIDGE RAILING(SEE DETAILS),ITEM SSP 20109 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. 2694 2694 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEE- SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. 2692 REFER TO ROUNDABOUT CURB PLAN 2692 4. REFER TO ROUNDABOUT GRADING PLANS FOR STATION AND OFFSET LOCATIONS OF AND PROFILE SHEETS 27-35 NEW EDGE OF PAVEMENT AND CURB AND GUTTER. STA:40+76.26,29.50'L&R TBVC EL 2689.03,GB EXISTING GROUND AT CENTERLINE 2690 ---------------- _ 0.40% 0.32% B EN C H M A R KS EX. 24" IR IG LT. -0.407 - ---- 2688 BVC LEFT&RIGHT 2688 19 LEM#6: CB®N.E.CDR CONC STA: 41+35.73 OFF: 53.60'LT STA:40+89.22,29.50'L&R STA:42+60,29.50'L&R NORTHING: 688,918.863 FASTING: 2,464,840.191 TBVC EL 2689.08,HP UTBVC EL:2688.39 ELEVATION: 2,687.390 STA:40+50,29.50'L&R 2686 TBVC EL:2688.93 2686 C O N T R O L P O 1 N T S EX. 24"TRRIG LT. EX, 24" IRRIG LT. EX. 24" IRRIG REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2684 EXISTIN WATER (AP ROX) 26841 ON MONUMENTS TO BE REFERENCED AND RESET. 2682 2682 REFER TO SHEETS 18-22 FOR STORM DRAIN AND GRAVITY IRRIGATION PROFILES 0 20' 40' 2680 2680 PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"-2' STORM DRAIN& IRRIGATION - 2678 2678 DESIGN BY CSC N I ALOB-, 44 �� 1 4 Revisions: • S I G N A T U R E S 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 co✓p N ON ' ' Ada County Highway District • 3775 adawwwacnddahhoisorg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 10 Of 59 SEC 32, T3N, R1 E, BM N O T E S 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 ` 25'EASE(P) S1132142103 25'EASE(P) 25'EASE(P) S1132141920 25'EASE(P) S162141930v 25'EASE(P) 7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 FULCHER RUSSELL M FAMILY TRUST_ _ CHERFUL LLC CHERFUL LLC 20 12"STORM DRAIN PIPE,ASTM D3034,SDR 35,PVC,ITEM 601.4.1.A.05.12B S EAGL ROAD 5215 S EAGLE ROAD S EAGL ROAD PARCEL 13 44 176-LF +38 9 23 376-LF PARCEL 14 +40.4 PARCEL 15 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A 50 +77.4 ''' ''' ''' ''' '' o9y\ _F +84.9 50 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B 47 59 �23 64 L 4 77 4 %A o 37 43.5'L -- — -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- — — 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 O R,ON R,4W — — — — — R ISM 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E.1.048 +38.9 W 46.0'L 8,ytV,� 26 110 +404 . FENCE 1 W 37 CONCRETE IRRIGATION BOX-SIZE 5'X5',ITEM 6024.1.M.1.5X5 W 30. - 2 TV v = 44 IRRIGATION DITCH,SIZE 4'WIDE x L5 DEEP,ITEM 6024.1.0.1.A 0_ r _ _ _ _ _ _ _ _ _ _ _ _ � _ E _ _ _ _ _ O 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 F 20 1'2 +40.4 F 1 IRR PIPE 6¢ 25.01 49 1 IRR PIPE CP�jS 101 1 IRR PIPE 47 SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM 2024.1.A.1 W - 9 25.0'L 45 P F1 0 _�__�__�__ __ 25.0L cc W LL EP EP EP P P EP EP EP EP EP EP EP E EP EP EP LL 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 W 41 EAGLE RD 31 +23J 20 n7-LF w rr ' 2.5'L Cc 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.1.F.1 43 R3.5' NO'13'19"E 1 - — — — O 56 4"TOPSOIL,ITEM SSP 25050 � 2677.55' O C n 57 SOD REPAIR,ITEM SSP 29064 w W 64 w w w w 141 w v+23.7 w Q W I 21 44-LF 2.5'R Q 59 ASPHALT REPAIR-OTHER,ITEM SSP 08125 ~ EP EP EP EP EP EP EP G EP G EP EP G EP EP EP EP G EP E EP EP G EP F Cl) G (n 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 64 45 1 IRR BOX 26 110 W LU 64 PATTERNED CONCRETE,ITEM SSP 07013 Z Z J c REFER TO ILLUMINATION AND INTERCONNECT PLANS ... - 2 U U RIGHT-OF-WAY 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT OF WAY WILL BE O ESTABLISHED BY OTHERS FOR RECORD OF SURVEY Q — — — — — — — — 110 INLET PROTECTION,ITEM 1006.4.LC.1 'I' S6 57 62 99 49 7 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), CENTURY FARM CA INC °N R3636120120 TBM#7 ITEM 706.4.1.A.9.B 3270E TACONIC DRIVE 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. PARCEL 10 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. SEC 33, T3N, R1 E, BM 2696 43+00 44+00 45+00 46+00 47+00 2696 2694 2694 2692 2692 2690 2690 B E N C H M A R K S EXISTING GROUND AT CENTERLINE TBM 5/87.9#7: 9 W/CP CAP STA: 7: 4 OFF: 56.80'RT NORTHING: 689,270.639 FASTING: 2,464,951.949 ---- ---------- 2688 ---------------- Z__�—— I——— ___ 1 1 2688 ----- -- STA:42+60,29.50'L&R_ -0.407, ———— TBVC EL 2688.39 2686 7 _77" 2686 TBVC LEFT&RIGHT STA:4TB 00.VC EL:2686 63 C O N T R O L P O 1 N T S REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2684 2684 ON MONUMENTS TO BE REFERENCED AND RESET. RIG -- EXISTING WATER (APPR X) 2682 2682 REFER TO SHEETS 18-22 FOR STORM 0 20' 40' 2680 DRAIN AND GRAVITY IRRIGATION PROFILES 2680 PLAN VIEW SCALE: 1"-20' VERTICAL SCALE: 1"-2' STORM DRAIN& IRRIGATION 2678 2678 DESIGN BY CSC NQT "LOB-, xV, 44 �� 2676 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 377s AdawwwSacnddaBooioe, Idah 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 11 Of 59 SEC 32, T3N, R1 E, BM N O T E S 14 5-LF S1132110500 Ol REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 25'EASE(P) S1132141930 25'EASE(P) +OZi S1132141800 MEEK FAMILY IT TRUST CHERFUL LLC 38 MEEK E AMITY ROAD- O REMOVE TREE 6"+,ITEM SSP 29093 10'EASE(P) JONES TRAVIS IRE 1 IRR PARCEL(p) -.. .. . . .. .. .. -.. .. . . .. . . . . STRUCTURE 1 33 52-LF O3 TRIM TREE,ITEM SSP 29090 0 S EAGL ROAD 5205 S EAGLE ROAD 19 15 STRUCTURE PARCEL 15 PARCEL 16 3 +07.1 47 59 +15.1 33 46-LF 16 24-LF 23 120-LF O REMOVE AND RESET MAILBOX,ITEM SSP 25080 1 IRR PIPE � JPIPE. 23 320-LF +07.1 +21 8 S�IRR +15.1 7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 3 46.0'L ' ' 50 , 46.01E�L -- _ - -- -- -- -- -- -- -- - O RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP 12 WATERMAN C-10 CANAL GA ITEM 6024.1.K.1 +281' 36.01E "L CT 15 GATE, 1 RAILROA.... • ;.:• - e- �- - �---<- 52 +75.7: c+370 F- LU D TIES-,.,, :c o:. 50 4 49 W i6 15"IRRIGATION PIPE,CLASS III RCP,ITEM 601.4.1.A.01.15A W 2 20' 1 '.STUMP .•..FENCE.A 1 ,� 64 3.51E - W 2 26 110 20 2 19 IRRIGATION STRUCTURE No.2,SEE SHEET 24,ITEM 703.4.1.A.1 0 _ _ _ � _ _ _ _ � _ _ � _ _ _ _ / 20 12"STORM DRAIN PIPE,ASTM D3034,SUN 35,PVC,ITEM 601.4.1.A.05.12B c c c 'o -ROCK 1 1 CONC POST 6 IRR BOX 1 20 12-LF 64 O ~ Poc Poc ry 64 Poc 1 IRR PIPE- TV Fqei +07.0 ` 64 1 IRR PIPE TV ` `~ 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A W - 45 __�_ 25.01E 1 IRR BOX �V - __�__� __ __ - 2 _�_ P For.T25.0'L W ILL EP EP EP r EP P 109 EP P �� E P EP TV E FENCE 1 LL 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A 20 316-LF +62.6 CP#35 101 Fi TV m W W +48.7 14, 64 2.5'L saw EAGLE RD sew sew-,24-LF 22 sew 2 101 2 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B 2.51E R3.5' 49 NO'13'19"E 1 50 CP 36 31 F1 F1 51 6O - - - - - OV 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 + R3.5' 2677.55' W + +48.7 w w +62.6 w w w 31 48"STORM DRAIN CATCH MANHOLE,ITEM 602.4.LE1.048 w Q 2.5'R 141 W 2.5'R W G 21 44-LF EP EP EP - Q 33 CONCRETE IRRIGATION DITCH,SIZE S-8"WIDE x 1'-4"DEPTH,ITEM 602.4.1.0.1.B ~ EP G EP EP G EP G EP EP P EP G EP EP G EP G EP G G G F +28.1 u) 38 CONNECT TO EXISTING CONCRETE DITCH,INCIDENTAL TO ITEM 602.4.1.0.113I 45 52 36.0'R 64 L11 L 99 64 LU 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 z R30' a R30' o Z J SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM 202.4.1.A.1 2 26 110 64 45 2 U 48 LIMIT of ASPHALT PAVING,SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM H Q '.R10' - 10 45 +31.6 Q 2024.1.A.1 7 7 65.0'R 49 49 CONCRETE SIDEWALKS,THICKNESS 5',ITEM 706.4.1.E.1.5 .... - _ - _ - _ - +43� ,� +6�TBM N +375 _ +55.9 - 4. R3636030620 O 56 57 62 7 49 56 57 62 48.0R rl 5p +24.5 50 CONCRETE DRIVEWAY APPROACH,ITEM 706.4.LF.1 5 R3636120120 48.0R CP#37 101 '7641 R ii)' 58.0'R (/� 58.0'R 52 ,; BRIGHTOON DEVELOPMENTKALINGA INC sLANEasEMENT(PLATTED)IRRIGATION GENCY CENTURY FARM OA INC +14.7 4 4a ', Z h' PARCEL 19 52 706.4.1.H1A RAMP W/DETECTABLE WARNING DOMES,TYPE SD-712A,A,ITEM m '+62 NT 3270 E TACONIC DRIVE 56.5'R 5 56 57 62 PLP I,.) PARCEL 10 R1T 5-. O _ ;5'� o +37.5 56 4"TOPSOIL,ITEM SSP 25050 +43 9 22'EASE(T) 65.0'R 65.0'R z u LT` 57 SOD REPAIR,ITEM SSP 29064 _ ��\ 48 70.0'R 56 57 62 R3636032960 58 REPAIR LANDSCAPING,ITEM SSP 29067A BRIGHTON DEVELOPMENT INC 9 9 ©ARCELCO$ST 59 ASPHALT REPAIR-OTHER,ITEM SSP 08125 SEC 33, T3N, R1 E, BM 2694 47+00 48+00 49+00 50+00 51+00 2694 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 64 PATTERNED CONCRETE,ITEM SSP 07013 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS 101 REMOVE EXISTING PROPERTY PIN.MONUMENTATION FOR NEW RIGHT-OF-WAY WILL BE 2692 2692 ESTABLISHED BY OTHERS FOR RECORD OF SURVEY 109 MANHOLE TYPE SEWER,ADJUST TO GRADE,ITEM 2030.4.1.A.1.A 110 INLET PROTECTION,ITEM 1006.4.tC.1 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), 2690 2690 ITEM 706.4.1.A.9.B O REMOVE EXISTING FENCE TO NEAREST POST OUTSIDE OF RIGHT-OF-WAY AND REATTACH FENCING MATERIAL TO POST,ITEM 201.4.1.C.L STA:51+40,29.50'L 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. 2688 EXISTING GROUND TBVC EL:2684.87 2688 AT CENTERLINE GB STA:51+19.68,47.70'R 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. ---- 03 TBVC EL:2685. ---------- ----- L- 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET ____-- _--_--- PC STA:L268.9 (PROR INCIDENTAL A GRUBBING, M 2686 - -`- ---------- _ 2686 B E N C H M A R K S TBVC RIGHT TBVC LEFT TBVC EL 2684.92(PROJ) r� ---- N TOM#8: 5/8"W/CP CAP STA:47+00,29.501E&R STA: 48+72.83 OFF: 52.21'RT TBVC EL2686.63 PC STA:50+33.12,29.50'R -078% 0.93% NORTHING: 689,655.547 EASTING: 2,464,948.849 2684 TBVC EL2685.30 -0.40% 2684 ELEVATION: 2,687.873 TBVC LEFT&RIGHT PT STA:50+63.12,59.64'R 7.17,70.00'R TBVC RIGHT C O N T R O L P O 1 N T S TBVC EL2684.98 STA:51+1 EXISTING 1 IRRIG I�� III TBVC EL:2684.82,ME STA:50+63.07,70.00'R ... REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2682 TBVC EL:2684.89,ME 2682 ON MONUMENTS TO BE REFERENCED AND RESET. EXI TING WATER APPROX 2680 2680 REFER TO SHEETS 18-22 FOR STORM DRAIN AND GRAVITY IRRIGATION PROFILES 0 20' 40' 2678 2678 PLAN VIEW SCALE: 20, VERTICAL VERTICAL SCALE: 2' STORM STORM DRAIN& IRRIGATION 2676 2676 DESIGN BY CSC NQT LOB74 . 44 �� 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe9 Idah 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 12 Of 59 TIE IRRIGATION DITCH TO IMPROVEMENTS MADE SEC 32, T3N, R1 E, BM N O T E S UNDER AMITY/EAGLE ROUNDABOUT IMPROVEMENTS 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 S1132110500 O7 REMOVE CURB,GUTTER&SIDEWALK AS REQUIRED,ITEM 201.4.LC.1 MEEK FAMILY TRUST 20 12"STORM DRAIN PIPE,ASTM D3034,SDR 35,PVC,ITEM 601.4.1.A.05.12B F29-3-51 E AMITY ROAD 33 140-LF 23 147-U` 38 PARCEL 17 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A y_ ... ... ... ... ... ... 39 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A -- — 23 24"IRRIGATION PIPE,ASTM F679,ITEM 601.4.1.A.05.24B ---------- ----------�--� N -r i—i• i• i• • • • • • • • • • • • • • • • 49 • 99 y y INLET CATCH BA TYPE M 602.4.1.F.1 26 SIN T E I ITEM IRR PIP ". W W 48 STORM DRAIN CATCH MANHO EM 6024.1.E.1.048 W •., _ W " LE IT = 33 CONCRETE IRRIGATION DITCH,SIZE 3'-8"WIDE xi'-4"DEPTH,ITEM 6024.1.0.1.B 52.3 . - J P x x x x x x x x x x x x x 0 38 CONNECT TO EXISTING CONCRETE DITCH,INCIDENTAL TO ITEM 602.4.1.0.1.B F_ ..N 52 36 0'LT— 45" ` x 64 x x IRR PIPE 1 x x —12-LF 20 26 110 ~ 39 CONNECT TO EXISTING IRRIGATION BOX,INCIDENTAL TO ITEM 601.4.1.A.05 _ EP EP EP EP EPfr LL 09 RR STRUCTURE 1 Y P P EAGLE RD T o V�P oc oc' Eoc LL 44 IRRIGATION DITCH,SIZE 4'WIDE x L5'DEEP,ITEM 602.4.1.0.1.A Tv 1 FENCE 31 22 150-LIE TV W Cc sew 22 290-LF +53.5— sew TV Sew- sew sewf F1 sew sew 141 sew W 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 2.7LT v _ p 1 — — 1 — — N0'133'119"E _ O 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 e R3.5' 2677.55' 00 w w w 64 w 141 w W IN w w LO 52 PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES,TYPE SD-712A,A,ITEM +53.5 w 706.4.1.H.1.A.A Q EP EP EP EP 2.7 RT-EP EP EP EP EP EP EP EP 21 44-LF, EP EP EP EP EP Q F G F 64 PATTERNED CONCRETE,ITEM SSP 07013 0 52 +52.3 LU 36.0'RT 64 45 gg G 26 110 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS 7 S Z 1 Z 109 MANHOLE TYPE SEWER,ADJUST TO GRADE,ITEM 2030.4.1.A.1.A J v J 2 R30' 110 INLET PROTECTION,ITEM 1006.4.1.C.1 U U 99 . , ... ._:: H - - .� i - '" `'- SMOUNTABLE ROUNDABOUT CURB NO GUTTER),SIZE 4-INCH SEE DETAILS), Q ':` o".`'x " • • • • • • • • • • • • • • • • • • • • • • • • • • • • Q ITEM 706 41 A 9 B ( ) ( ) 4 '77 — /L f Pf= 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093. +85.2 0620 49 ... 50.0'RT BRIGHTON DEVELOPMENT INC 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. R17 64 BLANKET UTILITY&IRRIGATION 0 E KALINGA LN EASEMENT(PLATTED) PARCEL 19 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET +428 SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. CAB TP1 ini FA—FUT PUUp Ea TFMENT SEC 33, T3N, R1 E, BM 2690 52+00 53+00 54+00 55+00 2690 2688 2688 STA:51+40,30.39'RT TBVC EL:2684.90 IT STA:51+47.27,29.50'RT TBVC EL 2684.84 2686 EXISTING GROUND 2686 AT CENTERLINE ---------- --------------- 2684 ---- —— 2684 B E N C H M A R K S ---- ---------- ---- 0 40% TBVC RIGHT(-0.40%) TBM#9: CB®E TB CONC DITCH STA:51+40,29.50'LT STA: 54+26.99 OFF- 56.14'LT TBVC EL:2684.87 TBVC LEFT&RIGHT STA:55+80,29.50'L&R NORTHING: 690,210.116 FASTING: 2,464,842.649 ELEVATION: 2,683.000 2682 TBVC EL:2683.11 2682 0 EX. 24'� IRRIG LT. 2680 2680 xlsnnG wAT APPRox) C O N T R O L P O I N T S REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2678 2678 ON MONUMENTS TO BE REFERENCED AND RESET. REFER TO SHEETS 18-22 FOR STORM DRAIN AND GRAVITY IRRIGATION PROFILES 2676 2676 0 20' 40' 2674 w 2674 o PLAN VIEW SCALE: 1"-20VERTICAL SCALE: 1"-2' z Q STORM DRAIN& IRRIGATIONME 2672 2672 DESIGN BY CSC a NQT FO�N fG G 44 �� 967nw 9670 1 4 Revisions: • S I G N A T U R E S 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 ✓OCON ON ' ' Ada County Highway District • 3775 Ada-s SacnddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 13 Of 59 SEC 32, T3N, R1 E, BM N O T E S 0 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 51132110500 O RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP MEEK FAMIL F29-3-51 E AM TY Y TRUST 13 ENCASE PIPE COUPLING IN CONCRETE,SEE DETAIL ON SHEET 22,INCIDENTAL TO PIPE ITEM ROAD PARCEL 17 , 20 12"STORM DRAIN PIPE,ASTM D3034,SUN 35,PVC,ITEM 601.4.1.A.05.12B • • • • 22 18"STORM DRAIN PIPE,PS-46 PVC,ITEM 601.4.1.A.05.18A 49 99 IRR 1 IRR PIPE 1 STRUCTURE 24 CONNECT TO EXISTING PIPE,INCIDENTAL TO PIPE ITEM 601.4.1.A.05.18A .+ 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 W - ^}IRR DITCH 1 26 110 a T° LLl .�,� �' .P _ _ 31 48"STORM DRAIN CATCH MANHOLE,ITEM 6024.1.E.1.048 Foc � 40 MANHOLE TYPE STORM DRAIN,ADJUST TO GRADE,ITEM 2030.4.1.A.1.8 - x P x x x x x - TV 20 5-LF T 45 TV 9 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 EP 1 FENCE— 64 45 x 100 CP#38 xIRR STRUCTURE 1 1 IRR PIPE � - _ _ � __ __ __�L 20 12-LF T T T T 48 LIMIT OF ASPHALT PAVING,SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM LL Poc r Foc PC RVE 202.4.1.A.1 LU 09 41 22 250-LF EAGLE RD 31 F1 +96.5 S­ Sew sew 64 sew sew sew sew 52.5'LT sew saw O . 49 CONCRETE SIDEWALKS,THICKNESS 5',ITEM 706.4.1.E.1.5 = NO.13'19"E R3.5 — 1 — — �9 � 64 PATTERNED CONCRETE,ITEM SSP 07013 BE 2677.55' V 1.0 W Tv Tv N W 40 48 +78.3 99 REFER TO ILLUMINATION AND INTERCONNECT PLANS L0 w w Tv w 141 w +96.5 w w w— Q EP EP EP EP Tv p 22 44-LF 25RT 100 REFERENCE AND RESET MONUMENTS BY ACHD TV 45 99 I I 20 5-LF O c G 109 MANHOLE TYPE SEWER,ADJUST TO GRADE,ITEM 2030.4.1.A.1.A W o 64 EP EP—EP 26 110 26 110 110 9 Z L 0 INLET PROTECTION,ITEM 1006.4.LC.1 J -2 M#10 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS),, ITEM 706.4.1.A.9.B F 77715 LF 22 31 22 53-LF •13 24 Q _ - .•'. S;• _ 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 29093 —' —. —. —. — ' —' — • r—• — -- - -_�__ CP#39� 2 REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS +61.0 • • 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET 49 R3636030620 RIGHTON DEVELOPMENT INC TY&IRRIGATION ++61.01 +96.0 SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. E KALINGA LN .0 0 O 'EASE P PARCEL 19 �4 I _ I \ PUDI EASEMENT — — — � — — � — — P"E — — PA: — — PUD��T— — — — \ (PLATTED) SEC 33, T3N, R1 E, BM 2690 56+00 57+00 58+00 59+00 60+00 2690 2688 2688 STA:58+90.13,31.00'RT TBVC EL:2682.54,AP 2686 STA:58+70.13,29.50'RT 2686 TBVC EL 2682.39,AP i EXISTING GROUND STA:58+60,29.50RT STA:59+00.98,31.06RT AT CENTERLINE TBVC EL:2682.31,AP TBVC EL 2682.63,ME 2684 2684 B E N C H M A R K S -- STA:58+30.08,29.50'L&R TBVC EL2682.22,LP TBVC RIGHT TBM 59 6. 3 TBVC ———— ----_ _-------- STA: 59+06.73 OFF: 31.64'RT ---- -- --------- NORTHING: 690,689.514 FASTING 2,464,932288 2682 -0.40% r 2682 ELEVATION: 2,682.870 TBVC LEFT STA:59 1&8,3.7'LT STA: 5+80,29.50'L&R STA:57+77.16,29.50'L&R TBVC E 26 292,M TBV �STA.5)+27.16,29.50'LT STA:59+57.36,29.50'T STA:58+00,29.50L&RTBVC EL 2682.70,AP 2680 EX. 24" IRRIG LT. TBVC EL2682.25 2680 STA:58+20,29.50'L&R STA:59+00,29.50'LT 222 TBVC EL2682.40 EX. 8"0 IRRIG FT, C O N T R O L P O 1 N T S STA:58+80, REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2678 EXISTIHIG WATER (A PROX 26781 ON MONUMENTS TO BE REFERENCED AND RESET. CP#38: 5/8"W/CAP LS5082 REFER TO SHEETS 18-22 FOR STORM STA:58+60,29.50'LT- DRAIN AND GRAVITY IRRIGATION PROFILES STA:58+40,29.50'L&R TBVC EL:2682.25 2676 TBVC EL268222 2676 0 20 40' 2674 w 2674 o PLAN VIEW SCALE: 1"=20' s x Z VERTICAL SCALE: 1=2 Q STORM DRAIN& IRRIGATION 2672 1 26721 DESIGN BY CSC a LOB-, fG G 44 �� w 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 14 Of 59 U i I i I r Q I �' I r� P/L— I PAL — L —— —— PAL— Q I n r Saw I T I Up � F r f T v T I Up-"� I UP UP UP UP 0 1 Z 60, s1 EAGLE ROAD 62 -- —_63-- T--- ----�63� ° ------ - -- - - w "mow 63+53.8 BACK =10+00.00 AHEAD Ci I w `v I EXISTING 18" PIPE TO BE REPURPOSED I V' FOR STORM DRAIN ROUTING r w I � I y I P/L PAL _— PAL —_ r \ I r I (VERIFY USE OF EX. IRRIG. PIPES E&W 60+00 61+00 62+00 63+00 SCALE: HOR. 1"=20 VERT: 1"-2 2686 ---_ 2686 EXISTING G OUND AT C o 11 zo ao 60 SCALE: 1"=20' 2684 2684 2682 2682 2680 2680 EXISTING " STORM CRAIN EXISTING 12� STORM DR EX. 18"9 IG RT. 2678 2678 2676 2676 KONSULTANTS, IVIL URVEY 2674 w w 2874 INC 0 0 Consulting Engineers and Land Surveyors a Z Meridian,ID • Phone:888-4312 f o: o: 2672 w w 2672 V, UQ) N N S4pST�� 26 w w — — 2670 0" lFW F \0<�~ P EW S Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 1771 Adam ws Street, Boise,ww.achdidaho.orgoho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 15 of 59 P/L PAL _— PAL Q 0 (Y Q N +o0 2+0o EAGLE ROAD 13+0c W — — — G w 63+53.84 BACK =10+00.0 AHEAD SEE SHEET 26 = EXISTING 18" PIPE TO BE REPURPOSED FOR STORM DRAIN ROUTING w w 0 vd ---+_ TBM #11 SEE SHEET 23 11 too 1 12+00 13+00 SCALE: HOR. 1"=20 VERT: 1"-2• 2686 2686 0 10 20 40 60 EXISTING G ROUND AT C L SCALE: 1"=20' 2684 2684 l 2682 2682 2680 2680 EX. 18"0 IRRIG RT. 2678 2678 EXISTING IVWTER (APPR X) 2676 2676 EX. 18"0 I RIG RT. KONSULTANTS, IVIL URVEY 2674 2674 INC Consulting Engineers and Land Surveyors Meridian,ID • Phone:888-4312 2672 a 2672 tj N ¢O4pST�� 26 ZnI I I I I I I — — L.Z670 0 �` 2 P Ely S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 3775 Adam ,W Ada County Highway District www.achdidaho.o oho, 83714 rg Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 16 of 59 - - P� - _ "L - - � - _ � - - � - - � - 9 78.2Lr 48 g R7977550440 N O T E S .. .. �+�y'+--�r� -�d--pC .. +06.0 SOUTHERN HIGHLANDS HOA INC JCV Jar TJINe n I Ce g� R654.5' +08.2 0 E TACONIC DRIVE 62 PARCEL 11 1 REMOVAL OF OBSTRUCTIONS,ITEM 201.4.1.C.1 I 25'BEASLEY LATERAL EASMENT R7977550460 5` '5', 8'EASE(P) 62.TLT R113.5'� O O INST.No. 2018-100314 SOUTHERN HIGHLANDS BOA INC +78 IRR 2 2 i O REMOVE TREE 6"+,ITEM SSP 29093 0 E TACONIC DRIVE 7 7 r BOX +95.8"52 PARCEL 21 1 2 +36.0 _46.01T O TRIM TREE,ITEM SSP 29090 56 57 62 - G !+2 110 ;, R662.5'_ '-:: O REMOVE CURB,GUTTER,SIDEWALK&DRIVEWAY AS REQUIRED,ITEM 201.4.1.C.1 5'EASE(T) 3IN L N 3 APE ao836M NT 3 W ` .8 52 2 143 RETAIN AND PROTECT EXISTING CURB,GUTTER,SIDEWALK AND/OR PEDESTRIAN RAMP . LT ac rn +63 •• +25 W / • G +44.5 10 F 20 12"STORM DRAIN PIPE,ASTM D3034,SDR 35,PVC,ITEM 601.4.1.A.05.12B 3 3" 49 49' 12 2 TION E SMENT� _ �•481'LT 64 W s 56 57 62 49 "C 1 • _ +74.2 LU 21 12"STORM DRAIN PIPE,AWWA C900,PVC,ITEM 601.4.1.A.05.12A • • • �•' '• •' _ 45 26 INLET CATCH BASIN,TYPE I,ITEM 602.4.1.F.1 TREE - STORM DRAIN CATCH MANHOLE,ITEM 602.4.1.E.1.048 ... 5' 48 S 0 52 36.0LT P O W R25' EE 1 +02 9 141 EP � F 31 LE IT 26 110 -- - " ` W w 18. 54 W O EXTRUDED CONCRETE CURB,ITEM SSP 07005 64 3 LTcc 64 55 q EP w EP� 54-LF 21 +44.1 63 141 ., L.L +74.1 48 w EP EP w 45 w 64 w +35.9 55 49 45 STANDARD 6"VERTICAL CURB AND GUTTER,ITEM 706.4.1.A.5 0.0 lop W w 21 22-LF4101 W TACONIC DR m 20 236-LF +Sp O,� --- CROWN---103 42 -- 1- 0 47 SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM 202.4.1.A.1 IS - � - I - - (3- - - I - - - - - - - N 0P#24 ---.- w+38.4 -- _ 141 FE 48 LIMIT OF ASPHALT PAVING,SAW CUT EXISTING PAVEMENT,INCIDENTAL TO ITEM -- ------------ --- ---- 31 - --------- -�--a � -�--�-- 4.PLT -^- _O 2024.1.A.1 56 57 62 +72.0 31 +48.2 63 111-LF 20 +03.3 54 12-LF 20 26 110 20 10-LF �EP T EP EP ea 56 57 62 0.9'RT 64 4.6'LT 143 Q 49 CONCRETE SIDEWALKS,THICKNESS 5",ITEM 706.4.1.E.1.5 52 PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES,TYPE SD-712A,A,ITEM 45 • • • • • • • • • R25' 10 706.4.1.H.1.A.A �•a•- - _ •fa R25' 1NW �• % • _ Z 54 DETECTABLE WARNING DOMES,INCIDENTAL TO ITEM 706.4.11.1.5 \ 4? 26 110 EP 9 EP � E � • • • • • "3 - " ' 6"VERTICAL CURB(NO GUTTER),4"REVEAL SEE DETAILS,ITEM 706.4.1.A.3 DEWALK EASMENT 47 59 • �P-EPA - +95.6 U EP EP INST. 1o6120111 EP- +752 52 _ 7 .,,_ 52 +241 • 24.6'RT 52 • 64 KRE Q 56 4"TOPSOIL,ITEM SSP 25050 P 39.4RT 7 • 34.8'RT +90.9 8" E �aS� EP�EP >-. R I 57 SOD REPAIR,ITEM SSP 29064 iD 30' ANDSC E E SMENd" • 35.6'RT-EP-R59.5' 20' ¢" . IT.No.1 80 7s ;• 49 49 56 57 62 5 wST. 58 REPAIR LANDSCAPING,ITEM SSP 29067A - -" 14' . 58 '5` 71R7977551000 EP'� ASPHALT 1:• _ SOUTHERN HIGHLANDS HOA INC 59 ASPHALT REPAIR-OTHER,ITEM SSP 08125 R7977550660 PATHWAY 1 3171 E TACONI DRIVE ASPHALT 1 T. SOUTHERN HIGHLANDS HOA INC PARCELU8 -PATHWAY' 62 REMOVE&RESET SPRINKLER SYSTEM,ITEM SSP 29101 0 E TACONIC DRIVE k5. 1.2'RT 48 .+12.7 PARCEL 9 R45.5' 63 LIMIT OF CONCRETE PAVING 03 O 14'EASE(P) 64 PATTERNED CONCRETE,ITEM SSP 07013 U ; 110 INLET PROTECTION,ITEM 1006.4.tC.1 Q Q 141 MOUNTABLE ROUNDABOUT CURB(NO GUTTER),SIZE 4-INCH(SEE DETAILS), ITEM 1 SEC 32, T3N, R1 E, BM N 143 MOUNTABLE ROUNDABOUT CURB&GUTTER,SIZE 6-INCH(SEE DETAILS),ITEM 2696 100+00 101+00 102+00 103+00 104+00 2696 706.4.1.A.11 1. REMOVAL OF ROOTS SHALL BE CONSIDERED INCIDENTAL TO BID ITEM SSP 2909'. 2. REFER TO SIGNING AND PAVEMENT MARKING PLANS FOR HANDLING OF EXISTING SIGNS. 3. REMOVAL OF EXISTING ITEMS NOT SPECIFICALLY CALLED OUT ON THIS PLAN SHEET 2694 STA:102+84.38,78.36'LT 2694 SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING,ITEM 201.4.1.B.1. TBVC EL2690.16,ME REFER TO ROUNDABOUT CURB PT STA:102+84.28,43.98'LT PLAN AND PROFILE SHEETS 4. REFER TO ROUNDABOUT GRADING PLANS FOR STATION AND OFFSET LOCATIONS OF TBVC EL:2689.96(PROJ) 27-35 NEW EDGE OF PAVEMENT AND CURB AND GUTTER. STA:102+00,18.00'L&R PC STA:102+60.59, 19.09'LT 2692 TBVC EL:2689.38 TBVC EL2689.77 2692 STA:102+39.65,18.001T TBVC EL 2689.60,AP LEFT TBVC STA:101+74.08,18+00'LT 081% 0.52% 2690 STA:100+74.07,18.001T TBVC EL:2689.24 _ 2690 TBVC EL2688.77,ME ''f�' ---- ---- 0.54% 0.49%---- --- - I I B E N C H M A R K S 0.48% ____ RIGHT TBVC 0.54%--- 0 73% STA:102+84.42,61.16'RT PC STA:102+60.55,21.19'RT TBVC EL:2690.09,ME TBM#5: CB®TBRC RT 2688 --- --- -- TBVC EL:2689.69 2688 NORTHING:8688,2501784.44 OFF: 67 FASTING 2,464,647.570 ELEVATION: 2,689.910 PT STA:102+84.42,46.1TRT STA:100+74.07, 18.00'RT STA:102+22.10,18.00'RT O TBVC EL2688.70,ME TBVC EL2689.50,AP EXISTING GROUND TBVC EL 2689.97(PROJ) 2686 AT CENTERLINE 2686 CONTROL POI NTS EXI TING WATER (APPROX) REFER TO MONUMENTS AND PROPERTY CORNERS TABLE,SHEET 2,FOR INFORMATION 2684 2684 ON MONUMENTS TO BE REFERENCED AND RESET. REFER TO SHEETS 18-22 FOR STORM 2682 DRAIN AND GRAVITY IRRIGATION PROFILES 2682 A 0 20' 40' 2680 2680 PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"-2' STORM DRAIN& IRRIGATION 2678 2678 DESIGN BY CSC NQT LOB-, 44 �� 1 4 Revisions: • S I G N A T U R E S 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 ✓pCON ON ' ' Ada County Highway District • 3775 Ada-s SacnddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 17 Of 59 21+00 22+00 23+00 24+00 2698 2698 EXISTING OROUND AT .L FINIS ED GROUND AT C.L. 2696 2696 2694 2694 18" STORv I RAIN (RE PROJ. #3 050) STORM DRAW 2692 123.04 LF 16 2692 _ —0.0 FT/FT 400=5.48 CFS 24+60.00 2698 W. 18"=26 1.17 2698 IF RIGATION 30 IRRIG LT. 131.46 24"0 FW 0 LOPE_ —0.0027 FT IFT 2688 2688 24+ .00 EXISI ING SAN. SE ER a W. 24"-26E 8.09 2686 x W 2686 m .� � cD J Z� J 0 O Xm ZVV-110 2684 'mWN ?$�N 2684 voir z ro zwa 6KWUD N fZN nfZ^ }'�Z } NZ 2682 N W OO N W OV 2682 25+00 26+00 27+00 28+00 29+00 2696 FINI HED GROUND AT C.L 2696 EXISTING GROUND kT C.L. 2694 2694 2692 2692 STORM DRAIN 0 204.24 LF 18"6 PV SLOPE _ —0.0045 FT FT CFS STOR DRAIN 2698 INV. 18" 2691.17 1..t6.79235.76 L 18"e PVC 2690 IF RIIF 247 29 .00 3PE — 24"0 PV IRRIGATION INV. 18"=2 9.21 2688 2688 SLOPE _ —0.0027 FT FT SLOPE —0.0027 /FT 24+60. 0 INV. 2 -2688.09 2686 Lr 29 00.00 2686 INV. 24"-2 86.90 CIVIL SURVEY 2684 N 2684 CONSULTANTS,INC = v> r Consulting Engineers and Land Surveyors N Meridian,ID • Phone:888-4312 Nma00 06 J J n �� . m �Z .NO O rpN 2682 Z R O' N$I V O x m N 2682 OS mNZ <K«m5 m N II Sg\DNA(F N O(�O�NOC N D:dam ��jjNO��� mN W. A �m p»> �x p> 20 40 26 NaW—0— N n�? 12680 0 p r Plan Scale Ely S. Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 3775 Adam www.achdidaho.orgIdaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 18 of 59 29+00 30+00 31+00 32+00 33+00 FINISHED GROUND AT C.It 2694 EXISTING GROUND AT C.L. 2694 2692 1 2692 2690 2690 STORM DRAIN O 214. 4 LF 18`0 C SLOPE _ —0.0044 /FT 29+00. STORM E RAIN 2688 INV. 18" 2669.21 225.76 LF 1 "0 PVC 2688 EXIS NG WATER (PPROX) IRRIGATIO =8.25 CFS0044 EX. 36" IRRIG L. 3 6.52 LF 24"15 PVC 2686 29+00. 0 EXISTING WATER (APPROX) INV. 18'� 687.27 2686 INV. 24 2686.90 2684 2684 EX. 15" IR RIG LT. 2682 ^^N 2682 C4 6 rMo p J O p U ONN� G O�D� p 2680 Z p N.x 33 .-X 2680 �R SZw mNVI N�a�mzm em Cl�Xm Nc0^^ O- mN +pal »> N X�> MaQ mZZZ ,xpr 34+00 35+00 36+00 37+00 38+00 2694 2694 FINISHED GROUND AT C.L. 2692 EXISTING GROUND AT C.L., 2692 2690 2690 2688 2688 STORM DRA IN 1 7.46 LF 18" PVC SL E _ —0.005 4 FT/ EX 36" IRRIG I T. =.111 2686 INV. 18' 2687. 2686 M N 292.54 LF 24"0 PVC SLOPE0.)025 FT/FT RIGATI0N 34+39.00, 73.13' T_ Q.. 11.05 CFS TV 2684 65 LF 6 00 PVC 2684 SL PE _ —O.0 29 FT/FT INV. 36'0 2685.58 38 20.00 CIVIL Z INV. 24'=2 83.94 SURVEY 2682 Ex 15" IRRIG 2682 CONSULTANTS,INC 43mw Consulting Engineers and Land Surveyors `� � Meridian,ID • Phone:888-4312 r 450m EX. 15" RRIG LT.'102680 1.N N N N N 2680 m Izm .o�N� zw g\GMALF <� i0 i0 +O(OM CNN �O E6\$T�f n� MM inNO N�� 26 M x >> co s p »j 20 40 n io zz o aa:m zzz 2678 0 -- --- -` r Plan Scale �r v�P�~ EwW S. Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 3775 Adam www.achdidaho.orgIdaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 19 of 59 39+00 40+00 41+00 42+00 2692 2692 FINISHED GROUND T C.L. EXISTINC GROUND Al C.L. 2690 2690 EX. 24" IR IG LT. 2688 IRRIGATION 2688 ST M DRAIN SLOPE _ —O.0014 FT/Fr O 8 12"0 PVC SL PE = 0.0060 Fr/Fr 2686 2686 STORM DRAIN EX. 24" IRRIG LT. EX. 24" IRRIG 36.37 LF 2 "0 PVC EX. 24" IG LT. 1 .04 LF 24'0 PVC IRRIGA N S 0.002 Fr Fr 0.002 FT Fi 103 LF 24 0 PVC IRRIGATION 26$¢ Qloo=12.2 CFS S OPE _ —0. 20 FT FT EXISTIN WATER (AP ROX S PE 26$4 38+20.0 INV. 24" 2683.9 2682 2682 42 60.00 41+66.00, 72.00' LT IRRHIATION INV 24"=2 83.15 p DAYLIG PIPE IN ITCH BANK 61 12"0 PVC 26$0 N X INV. 1 "=2682.25 S .0250 FT nr �, 2680 c=i ado rn it m c4=i a i ui n acli OD.tmOb J Z^ J" Q� J� �N Jj� J pp IIo J7tpp� 000 JaZ aDNNN D OMp Z aON� aMD-IjI.N G 1�pMp CnO O 7 OMO O�7N amo pR' t0 30 r WO a� tO3N a[ 'O d10 OtO tO O O m O oll O 2678 n0_.NN N N O_.Ndl II 1[ NW OINN Xm N 2678 =ZW HZ _Imm z QOSN NNZ mN Z 7NZ 3 MFm�mmm NLip Om2mB �(F m�mm $ Xm@ O K_X em a�jXm 8 �NNO NN N OOi ZN m NONE N` NO-- 8 mNN n. m" N N mN" N II II k + II +(9 CD N M aaD`Om Oa ¢m__ O �O A_ 43+00 44+00 45+00 46+00 47+00 2694 2694 NISHED GROUND AT C.L. 2692 E ISTING GROUND AT C.L. 2692 J J 2690 O 2690 to m _ N O O cqN O 2688 +(1 N n 2688 DITCH S E=0.0008 Fr/FT I STORM DRAIN 116. 8 LF 12"0 PVC SLOE = 0.0040 FT/FT 2686 2686 37 LF 24'0 PV IRRIG IRRIGATION SLOPE _ —0.00284 /FT' EXISTING WATER (APPR X) " SLOP = —0.002 Fr 268¢ 42+60. 0 2684 INV. 24 2683.15 QI00-2.j 2 US 46+ 996 a INV. 12"=2 2..79 CIVIL M SURVEY 2682 N� INV. 24"47se�.so 2gg2 CONSULTANTS,INC Consulting Engineers and Land Surveyors At Meridian,ID • Phone:888-4312 NZyyJ J w 26$0 N y o w X N 2680 m2lb 2 ¢'o Mpp n SS\GHAL spp F FO tGmNN C m w mio O�� m A 26 adz __ atn�1 2678 0 -` r Plan Scale �rF-`F EwW S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 3775 Adam www.achdidaho.orgIdaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 20 of 59 47+00 48+00 49+00 50+00 51+00 2690 J J pJp 2690 v) (V p N FINISHED-GROUND AlC.L. Lo co Lo 2 n II EXISTING GROUND AT .L. o N m m ai m 2688 uiCo m 2688 o �* + Lo w 2686 2686 2684 2684 IRRIGATI DITCH LOPE 24 LF 15 RCP —0.0 25 FT/FT EXISTING 1 " IRRIG 316.12 LF 12'0 M 0.0 SLOPE 0.0040 FT IRRI TION 0 DRAIN 2682 2682 319.22 LF 24'0 PVC OPE _ —0 0284 EXISTING WATER AP ROX SLOP = .0036 FT/746+9�9.962"=2682.79 00 2680 INV. 2 "=2681.90 2680 Qlaa= .28 CFS 724"= 0 RIGATION 9 117.78 LF 4"0 FNC S = —0.0 29 FT/FT03 2678 (§ � p 65 2678 r @ NI$1 8 f m H f N J cj J 0? c.3QON O w0Na 2676 O p N W N N H O@ N 2676 �NSNZ >N23 �O��mmm NIX@@ aiNN���� ai pm<N N� 2674 a z z z zz2674 52+00 53+00 54+00 55+00 L� Z 2686 _w FINISHED GROUND AT .L 2686 J= EXISTING GiOUND AT C. r s 2684 0 2684 J-00 H SLOP o OD 0.0025 /FT +p h� 2682 2682 STORM D N48. PVCSL PE FT/FT 2 90.09 LF 18'0 PVC T. 24-0 IRRIG LT. ST RM DRAIN SL PE 0.00 FT/FT149.ST LF DRAIN 2680 SLOPE 0.0020 FT 2680 51+ .00 XISTING WAT R (APPROX) oo=5.57 C INV. 8"-2681.09 51+40.33 2678 INV. 2 '=2680.65 2678 55+80.00 INV. 18'-26 79.74 2676 2676 rn KONSULTANTS, IVIL $ URVEY 2674 w x N 2674 INC O m = a a Consulting Engineers and Land Surveyors Z O Q~ o o Meridian,ID • Phone:888-4312 J fN JU Om(0t oxOX 04� OZ �NN$n 2672 w a>m w N (O N N 3@ 2672 N ZW N—, m���@mm �,%DHAL. o tp ZW< O�N���� �A w NxoZ aao�o ?Z o 20 40 ¢ o 26 o wo_ a)a¢m___ 2670 o Plan Scale EwW S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 3775 Adam www.achdidaho.orgIdaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 21 of 59 56+00 57+00 58+00 59+00 60+00 2686 2686 FINI HED GROUN AT C.L. 2684 EXISTING 3ROUND AT c.L. 2684 ENCASE PIPE COUPLING IN MIN. 6" THICKNESS CONCRETE. EXTEND MIN. _ 18" BEYOND COUPLING ENDS. 2682 — — ----- --- 2682 PIPE COUPLING EX. 24" IRRIG LT. STORM DRAIN PIPE PIPE 2680 250.09 LF 18"0 PVC STOR DRAIN 2680 LF 18 0 PVC tf SLOPE EX. 8"0 IRRIG EXISTING 1-18" MIN. = 0019 FT/FT z f 2678 EXISTIIIG WATER (A ROX) 2678 fD 55+30.00 INV. 18"-2679.7 PIPE COUPLING DETAIL 2676 58 83.11, 45.6 ' RT la- PVC 2676 N.T.S. y INV. 18"0=2679. 0 Z ary oirn 2674 rZ N7 n 1,4 N W 2674 QFQ N m�FN O JU Nn Nrl 1 Own CC Q OaZ n(4, ZZ r- 88 2672 �Q N W N a 0 Q N 3 W 2672 ZOxN Z •�mx N O D_'�ZBmmmm D_'�Zm •11mm Z FOF0 ZOO N NOON OroZ00 NN QQ P01NNO----- �jNO- N k O Opp»»> aO�p> » X 2670 1 �nao:mZZZZZ a�mz —ZZ 1 1w 61+00 62+00 63+00 64+00 65+00 2686 2686 EXISTING GROUND AT C.L EXISTING GROUND AT C L. 2684 2684 T- -- T I - - - 7 1 2682 � 2682 2680 2680 " STORM I RAIN EX. 18"0 RRIG RT. EXISTING 12 STORM D 2678 EX. 18"0 IRRIG RT. 2678 EXISTING WATER (APPR)X) 2676 2676 KONSULTANTS, IVIL URVEY 2674 w 2674 INC O Consulting Engineers and Land Surveyors x Z Meridian,ID • Phone:888-4312 o: 2672 w v 2672 N Q LiLl SS\0 NA L F� N N X w 20 40 .�670 - - Ca 7 Plan Scale EwW S. Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 1771 Ad.rns Street, Boise,www.achdidaho.orgoho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 22 of 59 100+00 101+00 102+00 103+00 104+00 2694 TACONIC DRIVE 2694 2692 2692 FIN SHED GROUND AT C.L. 2690 EXISTING GROUND AT C.L. 2690 2666 r 2688 O 2686 STORM DRAT 2686 SLOPE = 0.0025 Fi 88.79 LF EXI TING WATER (APPROX) 2684 2684 1 +00 INV. 12"-28 4.99 N 2682 2682 aU iB 0? U pNppq pnpp �(J mN �� .�Dp0t0 OZ GMDW 1 _ OZ N0`i N 2660 0 N N O lV 3 N J 0 2680 =z WZU a WcJMtQ NFOm Omam n O�J z N CNN �N0 I ha0��Z Oaa »J> � mzz Sao: zzzz12678 103+00 104+00 105+00 106+00 107+00 2694 TACONIC DRIVE 2694 2692 IFINISHEC GROUND AT C.L 2692 EXISTING CROUND AT L. 2690 2690 2688 _,—EXIST NG 36" PVC RRIG 2688 STORM DRAIN 22.65 LF 1 "0 PVC SU IPE = 0.002 FT/FT 0 124.46 LF 12"0 INC 2686 NSLOPE = 0.0025 FT 2686 32. 1 R I 13 PVC; =0.002 FT SLO E 0.0025 FT PE)STING WATE (APPROX) 2684 2684 1C 4+00 INV. 12"=28 34.99 g CIVIL, Co SURVEY 2682 _ M u a 0 0 2682 CONSULTANTS,INC 'In t0 N M C a n`a Consulting Engineers and Land Surveyors v tO r O in a v N •9 Meridian,ID • Phone:888-4312 MmN •00 K S "a ^ a) Z �c'm ,N Z <00 O Ot0 ,,;4 16'D000 N[OON aa �N0 II ONO CNN •N aZa �(m0 t�O to naz 0�I��0 O MN_ 2680 •K N3N O 'o N3� K NN NN a;A NN++� + +O 2680 •�OSWN f0� :Ew •tOMN2� W �h2 z00— 00 \ONAL � a'Ci . 9 m �mm a¢��m mm uf�m�mm^'m ^9 ,SS F OWMNN N a0 MN0 NFO 0 MID NN OrO��NN®®N ®®N O� G\STD �jNO�� �U OEM +NNO7 �7 �VjNO�� QE' QjF p��p» > oN 1p» Maa�O> '» oco�p» > 7�> 0 20 40 a o:m?? ? �n m?? Il ao:m? ?? �aa:m ZZZZZ ??Z o x Plan Scale EwW S � Revisions: Design By: ASH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 1771 Adam ws Street, Boise,ww.achdidaho.orgoho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 23 of 59 0 ° 0f @r m n � a'-o" s'-o" OPERATORS(TYP)NOTCH FOR 9/16"SS ANCHOR BOLTS WITH 4"MIN.EMBEDMENT W/SS S-6" 6" 3'-0" 6" 3'-0" 4._0" 3._9. WASHER AND REMOVABLE NUTS TYP (TYP CORNER OF EACH FRAME). ANCHOR BOLTS SHALL BE 12 our EDGES M OF 2"FROM WALL \�R�OW) (TYP). FL FL 4 LBS/SF EXPANDED STEEL TOP (TYP) 24'0 OUT 24"0 OUT 24"0—IN i i 24"0 IN 1 1/2"X 1/8"STEEL FLAT BAR.WELD AROUND PERIMETER OF EACH SECTION AND CUTOUTS. 2"x2"SLOT FOR WIER BOARDS (TYP) 2"x2"SLOT FOR WIER BOARDS (TYR) PLAN PLAN BOX COVER PLAN IRRIGWON STRUCTURE 1 & 2 TO BE PAID UNDER ITEM 0703.4.1.A.1 - CONCRETE(CAST IN PLACE). COST TO FABRICATE AND INSTALL STEEL GRATING CONSIDERED INCIDENTAL TO ITEM 0703.4.1.A.1. CANAL GATES TO BE PAID UNDER ITEM 0802.4.1.K.1. SHARP CRESTED WEIR TOP OF WEIR=2688.05 SHARP CRESTED WEIR 1�1 (MAX) CATCH SLOPE TOP OF WEIR=2685.90 12"0 WATERMAN C-10 CANAL GATE \ / (TYR OF 2) MOUNTING SPACERS AS 12"0 WATERMAN C-10 CANAL GATE REQUIRED AT EACH MOUNTING POINT. MOUNTING SPACERS AS REQUIRED AT \2" 1'-2' 1' 1'-2' 2°/ EACH MOUNTING POINT. MEASUREMENT STICK 8._0. FINISHED GROUND — TOP OF BOX=2690.40 \ 3 1 2 I — TOP OF 1311X=2690.00 I MEASUREMENT STICK 6"TYP.ALL WALLS AND FLOOR I 6"TYP.ALL WALLS AND FLOOR I #4 REBAR HORIZ. &VERT. 16"O.C. FINISHED GROUND i #4 REBAR HORIZ. &VERT. 16"O.C. TYR.ALL WALLS AND FLOOR. TYR.ALL WALLS AND FLOOR. \\ INV. 12"0=2686.80 INV. 12"0 I I 3' THICK CLASS 3000 CONCRETE PER ISPWC SECTIDN 703 MATERIAL 2470 IN I —�24"0 OUT I NATIVE MATERIAL NOTES COMPACT TO 95% 1. CONTRACTION JOINTS SHALL BE STANDARD DENSITY PLACED 8-FOOT INCREMENTS INV. 12"0 I I INV. 12"0=2684.40 LONGITUDINALLY (MAXIMUM). INV.24"0=2683.25 2. STATION AND ELEVATION SHOWN ON -2684.50 PLAN ARE TO CENTERLINE AND FLOW INV.OF BOX-2682.75 LINE OF DITCH. 24"0 IN 24'0 OUT INV.24"0=2681.00 Concrete Lined Ditch Section - Item 0602.4.1.0.1 6"COMPACTED SECTION A-A 3/4"GRAVEL BASE Scale, Not To Scale INV.OF BO%-2680.50 L CIVIL SURVEY 6"COMPACTED CONSULTANTS,INC SECTION A-A 3/4"GRAVEL BASE Consulting Engineers and Land Surveyors DIVERSION BOX STRUCTURE #1 Meridian,ID • Phone:888-4312 SCALE. 1/2=l DIVERSION BOX STRUCTURE #2 SCALE: 1/2"=l' SS%GNAL E� QOE��G\ST 9 • D E T A I L T I T L E Revisions: • S I G N A T U R E S • �� `�<Q~ IRRIGATION DETAILS Design B MSH Date: 7 19 22 Drawn B JRM Date: 7 19 22 EW S.� 9 Y� / / Y� � / Ajip Ada County Highway District 3775 Adams Street, Boise, Idaho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 24 of 59 www.reet, a Boise, I y y m Fo\ EXISTING GROUND AT SECTION LINE P/L TOP OF EMBANKMENT=2687.0 FINISHED GROUND AT SECTION LINE F� NOTES O1 REMOVAL OF OBSTRUCTIONS, ITEM 201.4.1.C.1 (, N 00 I — 2O REMOVE TREE 6"+, ITEM SSP 29093 N N 27' \ -/ 7 8 T 10' 8'� 29 INLET PIPE AND PROTECTION APRON PER ISPWC SD-628, ITEM SP-06014 00 IN 30 24" STORM DRAIN PIPE, ASTM F679 PVC, ITEM 601.4.1.A.5 SPILLWAY=2686.0 31 48" STORM DRAIN CATCH MANHOLE, ITEM 602.4.1.E.1 ?se, Fc ,, SECTION C—C 32 72" CONFLICT MANHOLE, ITEM SP �q'h� 2se) \ SPILLWAY DETAIL 43 HAND PLACED RIP-RAP, ITEM 208.4.1.1.3 SCALE: 1"=5' 60 STORM BASIN SAND FILTER, SP-1551 s 65 GROUNDWATER OBSERVATION WELL, ITEM 602.4.1.Q.1 j S FC a STRUCTURE Qr ir CONC. 1 a j mg t � I � APPURT.� 10'- F\$ Fc \ 00 N J \ 4. 3 m ! d > I EGOn \ j STRUCTURE 1 00 a I \\ Q \ CONC. LLJ ■. �� III \\ 0 0 \ J w 2 x 43 29 1 4 03 Ld 65 40+2 0 \ Z j a j j j j S 42.0 LT sF 30 as 30 62 m LF 32 I 31 n --'rixvr--x--x— x—"' Ild x-- ----- 0 yNMw9 �` E TI N B-B Ste' SECTION A-A 11 HOR. 1"=20 VERT: 1"=2FINISHED GRO JIND AT SECII ION A-A 2690 " 2690 EXISTING GROUND AT SECTION A-A EXISTING DROUND AT SECTION B- 0 10 20 40 60 2688 TOP OF K-2687.0 (TYP) RFLOW P TH (FG=268 0) 6:1 S OPE FORA ESS 2688 SCALE: 1 �- FINISIIED GROUND AT SECTION 12" MIN. COVER -B PIPE / �- 2686 2686 —�\ STORM DRAIN ORM DRAIN 2684 ' 2. 5 LF 24" 83E 9 0.0030FT/FT 12684 SLOP = 0. N CIVIL m � SURVEY 2682 N 2gg2 CONSULTANTS,INC BOTTOM F POND=26 .0 (TYP) N Z U Consulting Engineers and Land Surveyors Meridian,ID • Phone:888-4312 J J `Oroa p V1 26V0 N ago N3K < Oil 26p0 O2W� a�IV)Z .all ai of 2pm �WaDfm@ �SS�ONALF MD_ o 00 NONN NN ON^ ¢0404'GtST O W O i II O O QO II 2678 O 7yJ• P Ely S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 Ada County Highway District 1771 Adam ws Street, Boise,ww.achdidaho.orgoho, 83714 Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 25 of 59 ------ &Do EXISTING GROUNDWATER MONITORING WELL NOTES 0 918" STORM DRAIN PIPE, PS-46 PVC, ITEM 601.4.1.A.5 2680 2S• \ O w 24 CONNECT TO EXISTING PIPE, INCIDENTAL TO PIPE ITEM r 'h 2679j--�--a^ a s i \� i� I \ FUTURE ROAD CONNECTION 29 INLET PIPE AND PROTECTION APRON PER ISPWC SD-628, ITEM SP-06014 + 1 267 (BY OTHERS) 22 LF 38 a j 2677 ,rp 1' �\ E. GRAYSON ST 31 STANDARD 48" STORM CATCH MANHOLE, ITEM 602.4.1.E.1.048 HAND PLACED RIP—RAP, ITEM 208.4.1.1.3 STORM BASIN SAND FILTER, SP-1551 A I 29 43 --- --- -------- � � � 3 Q r N p l 24 31 1 a Of m J r 3 a 3 3 a a a 3 3 a a 3 j S a CD II 20'—� O I Ep.Mflr 2 1 �ti 100• a a a 3 3 3 a a 3 3 a a 3 a 267 W 267 LU 3 3 In 1 268 4j . Q R=500' I �268 � r Ito OV1 P< N I P/L — I � m S CTIO A- HORCA1"=20' SECTION B-B VERT: 1"=2' 2686 2686 ISTING G UND AT SECTION A—A 2684 2684 FINISHED GROUND AT SECTION B— r FI 41SHED GROL ND AT SECT I N A—A EXI NG GROUN 3 AT SECTIO B—B 26$2 2682 0 10 20 40 60 12" MIN. C 2680 OVER PIPE 2680 SCALE: 1"=20' 267$ 36. ORM DRAIN 6:1 SLOPE FOI I ACCESS 267$ 0.01 3 F77FI' 2676 2676 LJ z BOTi M OF POND 677.0 ) �—BOTTOIA OF POND 77.0 (TYP o KONSULTANTS, IVIL ZW URVEY 2674 as 2874 INC x Consulting Engineers and Land Surveyors Meridian,ID • Phone:888-4312 rx aaZ! o 0 N Z O O 2672 N N OK O�m 2672 ,o Mf NOW 6Ld Sg\ONALF� f c0Q 00 CID CL �G/\'SSTd�f + II�z^zjz^z + z ¢OD P71R(1 L'� P 2 Km`d` � ` 12670 O 7\{T=p P EW S � Revisions: Design By: MSH Date: 7/19/22 Drawn By: JRM Date: 7/19/22 Survey By: Civil Survey Consultants, Inc. Date: Mar. 2021 3775 Adam ,M Ada County Highway District www.achdidaho.o oho, 83714 rg Project Number: 521043 Project Title: Eagle Rd. Amity Rd To Lake Hazel Rd Sheet 26 of 59 MATCHLINE-STA:104+20-REFER TO SHEET 29 SW TBC ALIGNMENT, L=85.52' SEE PROFILE SHEET 30 R-133.00' =209.39' A=36'50'37" R=804.00' CHORD=84.06' A-14'55'19" NW TBC ALIGNMENT, CHORD=208.80' L=102.66' F SEE PROFILE SHEET 31 CHORD BRG=N56°02'34"E R=78.00 CHORD BRG-N12'16'31"W° 5'24' L=142.16' 83 6-7'24'49" L=67.46' R=1535.00' CHORD=95.41' R=874.00' 0=578'22^ CHORD 3RG=N57'2635 W : 82 L=62.94' d-4'25'22" CHORD=142.11' . '., R_84.00' CHORD=67.45' CHORD BRG=NO1'46'02"E ,...�.. ' PCC STA: 83+22.23 d=42'55'47" B CHORD BRG CHORD BRG=N030550 W 00 "�r-"'\ ." - PCC STA: 92+27.36 _ W W W �1NOS'18'31"W Of) 11 -� 52.40' (n 0 0 PCC STA: 94+10.17 n PT STA: 92+90.30 PI STA: 36+76.19 PC STA: 93+42.71 W W J 34 1 - - 1- - 36 37 - 36 0 - - EAGLE ROAD - N PC STA: 12+44.80 EAGLE ROAD STA 35+33+55,0.00' 00 Cl) = TACONIC DR STA: 105+28+05,000'-, ° C0 12 ! PCC STA: 13+03.18 ; 124 3 PCC STA. 122+49.28 Lll Zi - 2 F- 56.50' L=58.38' F R=84.00' PI STA: 105+76.06 NE TBC ALIGNMENT SEE PCC STA: 124+10.31 0=39°49'16 ° PCC STA: 121+95.39 r; .:> 'PROFILE SHEETS 31 &32 L=161.03' R924.00' L=135.81' CHORD=57.21' CHORD BRG=N12'24'01"E L-71.60' R=1476.00' a9'S9'07" �=5°1 6'19" R 98.00' CHORD-160.83' CHORD=135.76' 0-41'51'48" CHORD=70.02' PCC STA: 13+74.79 L=53.89' CHORD BRG=NO5°50'40"W CHORD BRG=N01°47'03"E CHORD BRG=N53'14'33"E R=4 0=6'30'520'52 $ " L=53.48' CHORD-53.87' SE TBC ALIGNMENT,, R=53.00' CHORD BRG-N14'05'40"W SEE PROFILE SHEET 30 A=57°49'02" CHORD=51.24' CHORD BRG=1146°15'37"W PCC STA: 121+41.91 L-28.45' R=90.00' a18°06'52" CHORD=28.34' CHORD BRG=1184°13'34"W PCC STA: 121+13.45 N L-106.47' R-380.00' L=68.90' 4=1 6'03'13" R=898.00' CHORD=106.12' A=4.23'46" CHORD BRG=N82.12'03"E CHORD=68.89' CHORD BRG=S84'31'07"W 0 PT STA: 14+81 26 PRC STA: 120+44.55 L1J 0 R=302.00' U aa•zTo7" V CHORD=44.51' S89'46'20"E Z CHORD BRG=S86'32'48"W 47.91 0 U L-38.25' ~ PC STA: 120+00 � V R=30.00' iv d=73°03'07" N89'13'39"W CHORD=35.71' I 20.00' 0 20' 40' CHORD BRG=S53'14'471 i PC STA: 15+29.17 TACONIC DR STA: 107+78.53,31.031 % =HE TBC STA: 119+80,0.00' SCALE: 1"= 20' TACONIC DR STA: 107+90+58,48.25'R =SE TBC STA: 15+67.42,0.00' n g5 NG, -- ■ • S H E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2022 Roundabout Curb Plan o 5 9 y � Y � CON ON ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 27 Of 59 L=209.39' L=58.70' R=804.00' R=667.00' A=14'55'19" A=5'02'32" CHORD=208.80' CHORD=58.68' CHORD BRG=N12'16'31"W CHORD BRG=NC2°17'35"W .. . ....,..r ,.: -. SW TBC ALIGNMENT, N E PROFILE SHEET 30 . . .r c: >, , LU W. Cn p EAGLE ROAD STA: 31+50,29.50'L PC STA 80+54.14 cc: STA: 81+12.84 � : =SW TBC STA: 80+00,0.00' N00'13'41"E � EAGLE ROAD 54A4' w 9 30 31 32 33 — 8 — — — — V Cl) M PC STA: 10+54.05 SE TBC ALIGNMENT, PT STA: 11+88.30 N00°13'41"E SEE PROFILE SHEET 30 F 54.05' 10 11 LU Z J U L=134.25' EAGLE ROAD STA: 31+50,29.50'R R=994.00' =SE TBC STA: 10+00,0.00' A=7'44'18" CHORD=134.15' CHORD BRG=1103°38'28"W L=142.16' x R=1535.00' L=103.98' 0=5'18'22" R=1419.00' CHORD=142.11' A=4°11'54" CHORD BRG=NO1'46'02"E CHORD=103.95' '4-� CHORD BRG=NO2'19'16"E N . 71 w 0.69' _ .. ,., ._ U) NW TBC ALIGNMENT, SEE PROFILE SHEET 31 Ir PRC STA: 95+52.33 PT STA: 96+56.30 w EAGLE ROAD STA: 40+50,29.501 w w EAGLE ROAD -NW TBC STA: 96+56,99,0.00' 39 40 41 42 N — 1 — — O— — — e — — — — 9— — 1 — — 9 co co Q HE TBC ALIGNMENT,SEE PROFILE SHEETS 31 & 125 32 Z 126 J Q PRC STA: 125+46.13 PT STA: 126+54.43 EAGLE ROAD STA: 40+50 29 50'R L=135.81' R=1476.00' L=108.30' -X-� =NE TBC STA: 126+55.11,0.00' A=5109" l R=1478.00' �X N00'13'19°E CHORD=135.76' \ CHOR D=108.4 0.69' CHORD BRG=NO1'47'03"E = CHORD BRG=NO2'19'16"E9'16"E 0 20' 40' SCALE: 1"=20' 000NON . —— ■S IT E = T - 1 - _Revisions: • S I G N A T U R E 5Desi n B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2022 Roundabout Curb Plan 9 y � Y � ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 28 Of 59 L=85.52' S00'03'40"W R=133.00' TACONIC DR STA: 103+13.03,77.97'L 25.45' =NW TBC STA: 90+00,0.00' 0=36'50'37" CHORD=84.06' PC STA: 90+25.45 CHORD BRG=N56'02'34"E L=7299' R=682.00' A--6°07'54 . . CHORD=72.95 CHORD BRG=N7731'49 E. N F 91 w 1U L=43.40' _ R=25.00' PCC STA. 91+41.84 U) 0 F o CHORD=38.15' NW TBC ALIGNMENT, cc ----_ _ ... .. CHORD BRG=S49'40'17"E SEE PROFILE SHEET 31 w LL PCC STA: 90+68.85 W 110 101 102 103 104�-__ ' — — o- — — ' — — ) — — ' — ®��� — — N TACONIC DRIVE PC STA: 84+59.27 S84'51'01"W PT STA: 84+24.90 V 34.37' p SW TBC ALIGNMENT, SEE PROFILE SHEET 30 F U) PT STA: 84+96.19 LLl Z J 7EP— P�EP L=102.66R=78.00 Q�Ep D75'24'49' EP L=36.92' CHORD=95.41 S00'14'14"W _ R=25.00' CHORD BRG=N57'26'35"W 17.14' A=84'36'47" — CHORD=33.65' CHORD BRG=S42°32'37"W w TACONIC DR STA: 103+13.26,61.17'R D =SW TBC STA: 85+13.33,0.00' Z w > Q Q J U a N 0 20' 40' SCALE: 1"=20' A g5 NG, 1a �� • S H E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2022 Roundabout Curb Plan V0 5 9 y � Y � CON ON ' ' Ada County Highway District • 377s AdawwwSacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 29 Of 59 2698 80+00 81+00 82+00 83+00 84+00 85+00 2698 2696 / \ 2696 2694 STA: 80+00 \ / \ 2694 TBVC: 2692.56 EXISTING GROUND AT NEW TBC / GB STA: 83+47.90 GB STA: 84+59.27 2692 — TBVC: 2690.18 LP STA: 83+79.07 TBVC 2690.20 2692 TBVC: 2689.81 STA: 85+13.33 _072% ----- GB STA: 83+06.86 \ TBVC: 2689.90,ME i TBVC: 2690.34 \ <^ — 2690 — — +° _ �_ _ -1.19% 0.49% -oss% 2690 +N TOP BACK OF CURB ---- ---_ 2688 2688 2686 2686 2684 SW TVBC Profile - Sta. 80+00 to 85+20 2698 10+00 11+00 12+00 13+00 14+00 15+00 2698 7696 2696 2694 STA: 10+00 TBVC: 2692+49 TOP BACK OF CURB 2692 GB STA: 12+97.02 TBVC: 2690.40 STA: 15+67.42 LP STA: 15+29.17 TBVC: 2689+16 n ory ---- 2690 TBVC: zsasss 2690 ------ o —� -0.62% ---- ---- w _0.53% EXISTING GROUND \�- 2688 AT NEW TIC �m M� �> m 2 2686 a SE TVBC Profile - Sta. 10+00 to 15+80 0 20' 40' PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"=2' ME 21MIMINT, 000NON . S N E = T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Roundabout Curb Profiles ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 30 Of 59 2698 90+00 91+00 92+00 93+00 94+00 2698 2696 2696 2694 /� 2694 STA: 90+00 / TBVC: 2690.01,ME / GB STA: 90+68.85 / 2692 NC 2692 LP STA: 90+25.45 EXISTING GROUND AT NEW TB TBVC: 2690.15 TBVC: 2689.91 /� �� GB STA: 91+49.74 LP STA: 94+62.10 TBVC 2689.71 2690 —0.40% 0.57% / --__ TBVC: 2688.45 -o.s4% �� ^�—� 2690 i -0.40% --_ ---- —�\\� --- ---� +� 2688 + oP BACK of cuR6 2688 U m 4O +N + 2686 m 2686 NW TVBC Profile - Sta. 90+00 to 94+80 2698 95+00 96+00 2698 2696 120+00 121+00 122+00 123+00 2696 2696 2696 2694 2694 2694 2692 GB STA: 121+50.92 STA: 120+00 TBVC: 2689.79 GB STA: 122+14.43 TBVC: 2688.76,ME TBVC: 2689+48 STA: 96+56.99 2692 TBVC: 2688.93 2692 2690 TOP11 BACK OF CURB 76C, GB STA: 95+95.02 LP STA: 96+31.40 0.69% _ \ -0.41% TBVC: 2688.98 TBVC: 2688.82 — --_ ——— — — — -- ---- —_-- 2690 2690 2688 M 2688 TOP BACK OF CURB EXISTING GROUND N f +g +ro 0.40 II-0.44% 0.42% +od N AT NEW TBC � .. i� II N o> 2688 �� — — II 2688 2686 2686 ,*+E EXISTING GROUND I/ + AT NEW TBC 2686 m 2686 2684 NW TVBC Profile - Sta. 94+80 to 96+80 NE TVBC Profile - Sta. 120+00 to 123+20 0 20' 40' PLAN VIEW SCALE: 1"=20' VERTICAL SCALE: 1"=2' ME ZINIMINT, 000NON . S H E = r - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Roundabout Curb Profiles ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 31 Of 59 2696 124+00 125+00 126+00 2696 Illpill 2694 2694 2692 2692 STA: 126+55.11 TBVC: 2688.94 LP STA: 124+62.36 GB STA: 125+90.62 TBVC: 2688.47 EXISTING GROUND TBVC: 2688.98 LP STA: 126+29.02 2690 AT NEW TBC TBVC: 2688.83 2690 -0.417 0.407-— -0.407 0.40% 2688 -- ---- 2688 TOP BACK OF CURB 2686 N' 2686 2684 2684 NE TVBC Profile - Sta. 123+20 to 126+80 0 20' 40' PLAN VIEW SCALE: 1"=20" VERTICAL SCALE: 1"=2' 000NON . ME 21MIMINT, S H E = T - 1 - =Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Roundabout Curb Profiles ' ' Ada County Highway District • 3775 Ada-s SacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 32 Of 59 N O T E S L E G E N D 1.ALL ELEVATIONS LABELED ALONG TOP BACK OF CURB. ER EAGLE ROAD CENTERLINE STATION,OFFSET FT POINT OF TANGENT 2.REFER TO CENTER ISLAND PROFILE ON SHEET 35. TD TACONIC DRIVE CENTERLINE STATION,OFFSET FG FINISH GRADE LP LOW POINT GB GRADE BREAK HP HIGH POINT PRC POINT OF REVERSE CURVE ME MATCH EXISTING PCC POINT OF COMPOUND CURVE AP ANGLE POINT 1/2 1/2 DELTA OF CURVE OR 1/2 POINT ALONG A LINE SEGMENT PC POINT OF CURVATURE 1/4 1/4 DELTA OF CURVE OR 1/4 POINT ALONG A LINE SEGMENT PT#23 PT#22 - PT#24 1/2 PRC C7 AP PRC '.- C6 PT#21 _... PT#25 AP PT#27 PT 20 PT#14 PT#26 AP 1 PT#12 # 1/4 AP PT#9 1/2 C¢ O C1 PT#2 PT 4 PT#5 PCCPT#PT CS 31 EAGLE ROAD PT PC# C2 '/2 PT#13 PT#15 PT 16 32 PC 34 AP AP PT#19 — — — — — — — — — 1— PRC ER+51.58,0.01'R C3 PT 10 PT#11 2692.66,CROWN PT#6 PT#7 H PT PT#17 C9 PT#1 PT#3 1/4 1/2 1/4 1/2 P PT PC T#18 C10 PRC ...,. PT#32 , PRC 5 PT#35 PT#31 O AP 51 PT#37 PT 49 PT PRC O PT#47 PT 53 AP PI STA. 1 #36+76.19 PT#46 PCC 1/4 1/2 �/4 PT#55 PT#57 PT#30 PT#34 PT#42 PT#44 1/2 C18 C20 PRC 1/2 PRCPT# as C16 /2 PT 37 PG C21 EAGLE ROAD 1 _ C19 — P1#40 C17 PT#43 PT#45 PT#50 PT#54 C22 ER+90.28,1.21'L PT#39 AP 1/2 1/4 P PCC 1/4 PT#52 1/4 P PRC PT#58 pT#6p C23 2689.12,CROWN PT#29 AP PT#41 1/2 PCC PRC p4A 1/4 PT#33 O GA4 PCC � PT#36 AP#38 AP PT . PRC A 0 20' 40' _ ■ 4� Nolte a SCALE: 1"=20' S H E - T - I - _ 1 4 Revisions: • S I G N A T U R E 5 Design B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2D22 Splitter Island Grading Plan V0 5 9 y � Y � CON ON ' ' Ada County Highway District • 3775 AdawwwSacnddaBooioe9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 33 Of 59 N O T E S L E G E N D 1.ALL ELEVATIONS LABELED ALONG TOP BACK OF CURB. ER EAGLE ROAD CENTERLINE STATION,OFFSET FT POINT OF TANGENT 2.REFER TO CENTER ISLAND PROFILE ON SHEET 35. TD TACONIC DRIVE CENTERLINE STATION,OFFSET FG FINISH GRADE LP LOW POINT GB GRADE BREAK HP HIGH POINT PRC POINT OF REVERSE CURVE ME MATCH EXISTING PCC POINT OF COMPOUND CURVE AP ANGLE POINT 1/2 1/2 DELTA OF CURVE OR 1/2 POINT ALONG A LINE SEGMENT PC POINT OF CURVATURE 1/4 1/4 DELTA OF CURVE OR 1/4 POINT ALONG A LINE SEGMENT Roundabout Curve Data Table Curve Data Table CURVE NO. LENGTH RADIUS DELTA CHORD CHORD LENGTH BEARING C1 7,85' 2.50' 180'00'00" 5,00' N90'00'00"W C2 61,08' 694.00' 5°02'32" 61.06' NO2'17'35"W C3 130.60' 967.00' 7'44'18" 130.50' S03'38'28"E C4 169.46' 831.00' 11'41'02" 169.17' N10'39'22"W _ CS 41.78' 111.00' 21'34'06" 41.54' S03'16'26"W ... PT#77 PT#76 1/2 PRC PT#6> C6 20.08' 831.00' 1°23'04" 20.08' N17°56'55"W C31 '- PT#65 AP C2 - C7 4,58' 2.00' 131*16'43" 3.64' N46'59'54"E PT 62 PT#63 AP _- PRC75 C8 41,69' 76,00' 31'25'46" 41.17' S83'04'37"E PRC 1/2 C25 PT#70 C9 2.21' 1.00' 126'53'50" 1.79' S35'20'35'E PT#69 AP PT#74 C24 AP 1/2 ` CIO 16.21' 111.00' 8'22'01" 16.20' S23'55'19"W 102 103 C26 04�'•� 1 C11 4.57' 2.00' 130*57'14" 3.64' S50'2538"W TD+38.44,4.10'L PT#64 PT#66 pT 8 PT#73 - o- TACONIC DRIVE AP PT 61 PC C28 PRC C12 39.85' 76.00' 30'02'37" 39.40' N79'07'03"W 2690.22,CROWN PT AP PT# C2 /2 9 C13 2.27' 1.00' 130*05'18" 1.81' N29'05'43"W PT#72 PRC C14 17.66' 501.00' 2°01'09" 17.65' S14'02'25"E C15 15,37' 111.00' 7°55'59" 15.36' N31°58'56"E C16 53.56' 111.00' 27'38'39" 53.04' N08'30'48"E EP EP EP -= C17 165.74' 95100' 9°59'07 16553' S05'5040'E C18 65.38' 847 00' 4'25'27 65 36' NO3'05'50'W CEP EPA C19 138.30 1503.00 5'16'19' 138.25' S01'4703'W C20 139.66' 1508.00' 5'18'22" 139.61' N01°46'02"E C21 43.51' 1461.81' 1°42'20" 43.51' NO3'33'29"E C22 43.68' 1448.63' 1'43'39" 43.67' S03'33'28"W C23 7.85' 2.50' 180'00'00" 5,00' S87'26'33"E J� C24 6.15' 2.00' 176'08'05' 4.00' S07'04 57'E C25 57.36' 703.00' 4'40'29' 57.34' S78'38'51'W C26 27.19' 111.00' 14'02 04' 27.12' S88'07 57"E 027 20.75' 703.00' 1°41'29" 20.75' S74'34'05"W C28 18.31' 111.00' 9°27'00" 18.29' S70'42'03"E C29 2,02' 1.00' 115'41'23" 1.69' N56'10'46"E C30 26.93' 86,00' 17'56'31 26.82' N07'18'20"E fff C31 4.28' 2.00' 122*33'15" 3.51' N45'00'02"W re + C32 27.34 86.00 18'12'46" 2722 SO4'4344W �$ C33 PT#PRC PT#84 PT 94 C33 2.02' 1.00' 115'41'23" 1.69' S53'28'03"W O� H PTPR8 C3S 1/2 AP#85 AP#87 PT#91 PC#92 C39 /2 PCC96 106 107 108 109 C34 4.21' 2.00' 120'28'00" 3.47' S46'23'52"E s C38 - - - I - - C35 18,47' 111.00' 9°32'02" 18.45' N73-27'17"W PT#80 PT#90 TD+58.53,3.48'R TACONIC DRIVE AP 2689.07,CROWN C36 20.36' 401,00' 2°54'33" 20.36' N74'49'25"E O 1/2 U PT#89 C37 PT#95 PT#97 C40 AP 0 PT#93 PT PO C37 86.25' 401.00' 12'19'24" 86.08' S84'00'41"W PT#88 1/2 PT#81 86 AP C38 19.40' 111.00' 10'00'56" 19.38' S88'54'34"E PT PRC C34 C36 PT#83 AP C39 80.46 324.00' 14'1SW 80.26' S86'48'11"E -' PTPRC 1/2 _ C40 5.93' 2.00' 169'51'42" 3.98' S05'14'32"W 818' 50100' 0°56'08" 818' S11'18'18"E IV A 0 20' 40' _ ■ 4�g5 Nolte SCALE: 1"=20' S H E - T - I - _ 1 4 Revisions: • S I G N A T U R E 5 Design B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2D22 Splitter Island Grading Plan vo 5 9 y Y CON ON -�' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 34 Of 59 :.:.• ,,.:• STA.10 +83.09,12.67'R TBVC:2690.65 \ ..r..: .....yae�.... .. STA.10+34.68,12.67 R : 2690.66 TBVC:2690.88 11+24.72.1 'R TBVC: � •';�+:�?,'. 1. STA:13+31.54,1267'R r1 STA:11+67.41,12.67'R TBVC 2691.16 STA:1i+66.77,27.47'R TBVC:2691.15 TBVC TACO N I C DRIVE �•.:` :.,: '.; :2691.37,E 103, S89'46'21 104 105 - - - 1�89'46'20"E 107� 528.05' _ n 'd�z'2�;.:'i.:i`."� � •`' 323.94. TACONIC DR STA: 104+60.05= U O EAGLE ROAD STA: 35+33.55 CENTER ISLAND STA: 10+00 =TACONIC DR STA:. 105+28.05 <"STA 12+35.60,27.47 R PiSTA.,105+76.06 ----- TBVC:2691.84 lj- 12.67'R •' - TBVC 2691.62 �w _ STA:12+90.57, 12.67'R `�<r • TBVC:2691.47 Q / i STA:12+49.60,12.67'R O / TBVC:2691+64LU LU 1 2698 10+00 11+00 12+00 13+00 14+00 2698 LOW POINT STA: 10+84.82: HIGH POINT STA: 12+54.47 LOW POINT EL: 2689.97 - HIGH POINT EL: 2690.96 PVI STA: 10+84.82 PVI STA: 12+54.47 2696 PVI EL: 2689.83 PVI EL: 2691.10 2696 K: 50.00 K: 50.00 AD: 1.50% AD: -1,50% LVC: 75.00' LVC: 75.00' 2694 ;^ o 2694 -cc� 2692 2692 PROPOSED ELEVATION AT BACK OF CURB AT TRUCK APRON 0.75% 2690 2690 i — ---- --------- — — — -- � I/7 EXISTING GROUND AT BACK J OF CURB AT TRUCK APRON 2688 2688 2686 2686 Aj Y� 0 20' _ 2684 2684 PLAN VIEW SCALE: 1-20' � R VERTICAL SCALE: 1-2' 51.ALOIB-, 44 �� 2682 2682 1 1 4 Revisions: • S I G N A T U R E S ✓p 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Survey By: CIVIL SURVEY Date: 04/2021 CON ON ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 35 Of 59 12" 1 9 2 FINISH GRADE ELEVATION, 11 1 CENTER ISLAND 3.5"4.5" " REFER TO GRADING PLAN R 8"R REFER TO GRADING PLAN }"R "R FINISH GRADE ELEVATION, R 18"NO.5 TIE BAR 30"O.C. ^l, a TOP OF TRUCK APRON 6.::.. f •4 R , M �12"� r `LMountable Roundabout Curb (No Gutter), Size 3-Inch (Truck Apron Curb) Mountable Roundabout Curb (No Gutter), Size 4-Inch (Splitter Island Curb) „ Mountable Roundabout Curb (No Gutter), Size 6-Inch (Center Island Curb) S`°le: NTS Item 706.4.1.A.9.A S`°le: NTS Item 706.4.1.A.9.B S`°le: NTS Item 706.4.1.A.9.0 RRFB POLE(PED SIGNAL POLE) TF FLUSH WITH BACK OF CURB,REFER TO PLANS FOR SPECIFIC LOCATIONS MOUNTABLE ROUNDABOUT CURB CONCRETE SIDEWALK, (NO GUTTER),SIZE 4—INCH 5"OF PATTERNED THICKNESS 5 ITEM 706.4.1.A.9.B CONCRETE(COLORjED, ITEM 706.4.1.E.1.5 ITEM SSP-03 6 "R CONCRETE SIDEWALK, J"R THICKNESS 5", DETECTABLE 12 ��12' "R 12"R FINISH GRADE ELEVATION, ITEM 706.4.1.E.1.5 WARNING DOMES REFER TO GRADING PLAN PATTERNED CONCRETE PATTERNED CONCRETE (COLORED),ITEM SSP-07013 (COLORED),ITEM SSP-07013 '4"R., - O 24"� 4"VERTICAL 4"CRUSHED AGGREGATE FOR 4—INCH VERTICAL CURB RRFB POLE(PED SIGNAL POLE) CONCRETE CURB BASE TYPE I ITEM 802.4.1.B.1 (SEE DETAIL 5) FOUNDATION,RECESSED 5—INCH UNDER CONCRETE MEDIAN ISLAND FINISH GRADE MOUNTABLE ROUNDABOUT CURB 10, (NO GUTTER),SIZE 4—INCH ITEM 706.4.1.A.93 DETECTABLE n WARNING DOMES Mountable Roundabout Curb & Gutter, Size 6-Inch 4-Inch Vertical Curb Detail Pedestrian Ramp Type Splitter Island "1a1e NI`' Item 706.4.1.A.11 s Scale: NTS Item 706.4.1.A.3 Sc°1e NTS Item 706.4.1.E.1.5 INTERMEDIATE RAILING a"SCHEDULE TOP AND BOTTOM RAIL TO 40 STEEL PIPE AT EQUAL SPACING MATCH SLOPE OF WINGWALL (5"ON CENTER MAX) POSTS AND INTERMEDIATE ---7'(TYP.) RAILING TO BE PLUMB VERTICAL ,SURFACE MOUNTED ON EXISTING IRRIGATION HEADWALL/WINGWALL TOP OF EXISTING IRRIGATION HEADWALL/WNGWALL POST CONNECTION TO CONCRETE TO BE DESIGNED BY CONTRACTOR AND APPROVED BY ACHD -Pedestrian Railinq Detail Sale: NTS Item SSP 20109 A Sg `1'G • S H E = T - 1 - - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Construction Details ✓p 5 CO ON ' ' Ada County Highway District • 377s AdawwwSachd,,Booise, Idan0, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 36 Of 59 N O T E S 1. CONTRACTOR SHALL FURNISH A DETAILED JOINT LAYOUT PLAN INCLUDING CONSTRUCTION PHASING SEQUENCE,FOR APPROVAL BY ACHD PRIOR TO CONSTRUCTION.THE PROPOSED JOINT LAYOUT PLAN SHOWN ON THIS SHEET IS AN EXAMPLE THAT MAY BE ACCEPTED BY THE CONTRACTOR.CONSTRUCTION SURVEY STAKING FOR THE CONCRETE JOINT LAYOUT WILL BE AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR TO DESIGN AND LAYOUT CURB,GUTTER,AND SIDEWALK JOINTS AND SCORE LINES TO MATCH CONCRETE PAVING JOINTS.ADDITIONAL JOINTS AND SCORE -- -- I LINES SHALL BE CONSTRUCTED TO MEET MINIMUM REQUIREMENTS SPECIFIED IN ISPWC SECTION 705,ISPWC STANDARD DRAWING SD-714A AND ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWINGS SD-714 AND SD-714B 3. INSTALL DOWEL BARS AT ALL TRANSVERSE JOINTS AND TIE BARS AT ALL LONGITUDINAL JOINTS.LONGITUDINAL JOINTS SHALL BE LOCATED AT THE LANE LINES UNLESS NOTED OTHERWISE(MAXIMUM SPACING= 15'). 4. TRANSVERSE JOINTS SHALL BE LOCATED AT 15'SPACING UNLESS NOTED OTHERWISE. TRANSVERSE MAXIMUM SPACING=15'AND MINIMUM SPACING=9'. 5. INSTALL DOWEL BARS AT ALL UNTIED LONGITUDINAL JOINTS.ONE OR MORE UNTIED LONGITUDINAL JOINTS ARE REQUIRED WHERE PAVEMENT WIDTH EXCEEDS 60'. _ 6. REFER TO ISPWC SECTION 705,ISPWC STANDARD DRAWING SD-714A AND ACHD —— — SUPPLEMENT TO THE ISPWC STANDARD DRAWINGS SD-714 AND SD-714B FOR DOWELED ISOLATION JOINT MATERIAL REQUIREMENTS,CONSTRUCTION DETAILS AND ADDITIONAL NOTES. 7. REFER TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714B FOR THE DOWELED ISOLATION JOINT I CONCRETE PAVEMENT TO ASPHALT PAVEMENT JOINT DETAILS. 8. REFER TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714 FOR JOINTS AND BOX OUT DETAILS FOR MANHOLES AND CATCH BASINS. I 9. CONSTRUCT JOINTS AND BOX-OUT MANHOLES AND VALVE BOXES ACCORDING TO ACHD 1 SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714. 10. CAD FILE TO BE PROVIDED DURING CONSTRUCTION FOR JOINTING LAYOUT AND \ DIMENSIONS. L E G E N D DOWELED ISOLATION JOINT i \ DOWELED ISOLATION JOINT — — DOWELED TRANSVERSE JOINT TIED LONGITUDIANL JOINT ----- DOWELED ISOLATION JOINT .. TRUCK APRON DOWELED ISOLATION JOINT CEP 7DOWELED ISOLATION JOINT \\ EXPANSION JOINT BETWEEN CONCRETE CURB AND TRUCK APRON DOWELED ISOLATION JOINT DOWELED ISOLATION JOINT _ 0 40' SCALE: 1"=40' A g5 NG, a • S IT E = T - 1 - - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Concrete Jointing Details ✓O 5 CON ON ' ' Ada County Highway District • 3775 Adaw s StreedaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 37 Of 59 N O T E S 1. CONTRACTOR SHALL FURNISH A DETAILED JOINT LAYOUT PLAN INCLUDING CONSTRUCTION PHASING SEQUENCE,FOR APPROVAL BY ACHD PRIOR TO CONSTRUCTION.THE PROPOSED JOINT LAYOUT PLAN SHOWN ON THIS SHEET IS AN EXAMPLE THAT MAY BE ACCEPTED BY THE CONTRACTOR.CONSTRUCTION SURVEY STAKING FOR THE CONCRETE JOINT LAYOUT WILL BE AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR TO DESIGN AND LAYOUT CURB,GUTTER,AND SIDEWALK JOINTS AND SCORE LINES TO MATCH CONCRETE PAVING JOINTS.ADDITIONAL JOINTS AND SCORE LINES SHALL BE CONSTRUCTED TO MEET MINIMUM REQUIREMENTS SPECIFIED IN ISPWC SECTION 705,ISPWC STANDARD DRAWING SD-714A AND ACHD SUPPLEMENT TO TF''E ISPWC STANDARD DRAWINGS SD-714 AND SD-714B 3. INSTALL DOWEL BARS AT ALL TRANSVERSE JOINTS AND TIE BARS AT ALL LONGITUDINAL JOINTS.LONGITUDINAL JOINTS SHALL BE LOCATED AT THE LANE LINES UNLESS NOTED OTHERWISE(MAXIMUM SPACING= 15'). 4. INSTALL DOWEL BARS AT ALL UNTIED LONGITUDINAL JOINTS.ONE OR MORE UNTIED LONGITUDINAL JOINTS ARE REQUIRED WHERE PAVEMENT WIDTH EXCEEDS 60'. 5. REFER TO ISPWC SECTION 705,ISPWC STANDARD DRAWNG SD-714A AND ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWINGS SD-714 AND SD-714B FOR MATERIAL REQUIREMENTS,CONSTRUCTION DETAILS AND ADDITIONAL NOTES. 6. REFER TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714B FOR THE CONCRETE PAVEMENT TO ASPHALT PAVEMENT JOINT DETAILS. 7. REFER TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SO-714 FOR JOINTS AND BOX OUT DETAILS FOR MANHOLES AND CATCH BASINS. 8. CONSTRUCT JOINTS AND BOX—OUT MANHOLES AND VALVE BOXES ACCORDING TO ACHD SUPPLEMENT TO THE ISPWC STANDARD DRAWING SD-714. 1.25"DOWEL BAR,18"LONG SAWED JOINTS REFER TO ISPWC SD-714B 30'N0.5 TIE BAR CENTERED REFER TO ISPWC SD-714B 1.25 DOWEL BAR,18"LONG AT 12"ON CENTER ON SAW JOINT CENTERED ON SAW JOINT CONSTRUCTION JOINT 6'MIN d.8 30"NO.5 TIE BARS C=5.0"+/—1" C=5.0"+/—1" B B a c c AT 30"ON CENTER Tied Longitudinal Joint Section A-A Transverse Joint Section B-B A Scale: NTS Scale: NTS A SILICONE JOINT SEALER D JOINT FILLER CONFORMING , D REFER TO ISPWC SD-7148 30"N0.10 TIE BAR REFER TO ISPWC SD-714B L25 1.25"DOWELS 18"LONG TO ASTM D1751 "DOWEL BAR,18"LONG CENTERED ON JOINT L CENTERED ON SAW JOINT CENTERED ON SAW JOINT 1.25"DOWEL BAR,18"LONG - " 12"TO 18"TYP �� AT 12"ON CENTER ��� 30"N0.10 TIE BARS ' Q AT 12"ON CENTER C=5.0"+/-1" C=5.0"+/-1" C=5.0"+/-1" Typical Concrete Pavement Roadway Detail Construction Joint Section C-C Untied Longitudinal Joint Section D-D Isolation Joint Section _,,de_ NIS Scale. NIS Scale: NS Scale_ NIS A Sg A'G • S IT E - T - 1 - - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Concrete Jointing Details ✓p 5 CO ON ' ' Ada County Highway District • 3775 AdawwwSachddaBoiseg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 38 Of 59 CONDUIT AND CONDUCTOR SCHEDULE t — '16 " I N O T E S CENTER OF DUAL METER POLE P • B I IB _ t .` A NO. CONDUIT CONDUCTORS SERVICE PEDESTAL FOUNDATION 92 REMOVE AND SALVAGE EXISTING SIGNAL EQUIPMENT TO ACHD,REMOVE AND BACKFILL RRFB(PEDESTRIAN SIGNAL POLE) I O STA: 103+97.12,OFF: 16.23'LT q � STA: 103+67.81,OFF: 50.92'LT /� \ EXISTING FOUNDATION 18 INCHES BELOW FINISHED GRADE,ITEM 201.4.1.C.1 A2"RPC 3/0 COPPER,4/0 ALUMINUM(200A SERVICE) POLE HEIGHT: 12' • u - B I \ 1 1. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON I/I THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL �\Y 6 • J, �` \ 3 `, \• 1 BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N&E LEG RRFB CONTROLLER) III °O°III � \ x" " 2"RPC 2-#6 THWN,1-#6 THWN GROUND(W&S LEG RRFB CONTROLLER) POLE N m q 0•, POLE A 2"RPC 2-#6 THWN,1-#6 THWN GROUND(SCHOOL ZONE FLASHERS) RRFB(PEDESTRIAN SIGNAL POLE) • 3 i RRFB(PEDESTRIAN SIGNAL POLE) DUAL METER 2. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAILS • i '\ STA, 103+89.71,OFF: 45.46'LT SERVICE PEDESTAL AND INSTALLATION REQUIREMENTS. STA: 104+01.16,OFF: 27.18 RT .E ' POLE HEIGHT 12 - / / g f ` I" \\ 'POLE HEIGHT: 12' '�>m \ 3. THE CONDUIT LAYOUT SHOWN IN SCHEMATIC. MAINTAIN THE APPROPRIATE CLEARANCE 2"RPC 2-#6 THWN,1-#6 THWN GROUND(W LEG RRFB CONTROLLER) .\�', - B' 1 3 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) f ,5 `; \ 10 3 BETWEEN ADJACENT UTILITIES. 4. GROUND THE RRFB SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEC HW 2"RPC 2-#6 TN,1-#6 THWN GROUN RR CON 1 D(W&S LEG FB TROLLER) '/ B ` \ I AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. 2-#6 THWN,1-#6 THWN GROUND(W&S LEG SCHOOL ZONE FLASHER) . \ ti A 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) /• �� t,/ B I� \ \ \ 4^ / f , 1 5. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, 2"RPC SPARE(INSTALL LOCATE WIRE) '' .n -r POLE 0n <\ \ I CONDUITS,CABLES,ETC.SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE RRFB(PEDESTRIAN SIGNAL POLE)- \ '� �" \ ONLY.IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL STA: 104+09.39,OFF: 3.69'LT m\ \� "x 4 UNDERGROUND UTILITIES AND STRUCTURES. IT IS THE RESPONSIBILITY OF THE 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) / n POLE HEIGHT: 12' _ \' \ \ o^ POLE A `I fl ;\ B CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH THE x �x x B $, q m �\\ • -� \ 1 ,�. 1\ RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 2"RPC 2-#6 THWN,1-#6 THWN \ GROUND(S LEG RRFB CONTROLLER) i --�-- 1 '- ,+�„ _ - �_-�- -- - -� - .: y\ 2-#6 THWN,1-#6 THWN GROUND(S LEG SCHOOL ZONE FLASHER) Service Pedestal Conduit Layout 6. THE LOCATIONS OF THE RRFB POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.ACHD FORCES MUST BE NOTIFIED AT LEAST 2 WORKING DAYS 2"RPC 2-#6 THWN,1-#6 THWN GROUND(S LEG RRFB CONTROLLER) _ __ -- __ Scale: NTS PRIOR TO INSTALLATION. A 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) r / \ 'xt 1 7. ALL TRAFFIC CONTROL S DEVICE SHALL CONFORM O THE LATEST EDITION OF THE "'POLE B MANUAL OF UNIFORM TRAFFICCONTROL DEVICES(MUTCD). 2"RPC 2-#6 THWN,1-#6 THWN GROUND(S LEG RRFB CONTROLLER) 3s`ATIb �\ RRFB(PEDESTRIAN SIGNAL POLE POLE M .. 8. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR RRFB IMPROVEMENTS ONLY. 2-#6 THWN,1-#6 THWN GROUND(S LEG SCHOOL ZONE FLASHER) I I 7 RRFB(PEDESTRIAN SIGNAL POLE) "- • '.. n STA 36+38.16,OFF: 45.18'LT A2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) - POLE HEIGHT: 12' 2"RPC SPARE(INSTALL LOCATE WIRE) T LATERAL EAS_MENT I I STA: 34+20.63,OFF: 69.96LT r� ,` B 9 INSTALLATION REGULATORY ANDARE UNOT DPAD FOR ON A ASSEMBLIES ARE INCIDENTAL TO THE RRFB LATTED) POLE HEIGHT: 12' 2"RPC SPARE(INSTALL LOCATE WIRE) I y 18 10. REFER TO THE SIGNING AND PAVEMENT MARKING PLANS FOR ADDITIONAL ROADSIDE cc , "-® 1 MOUNTED SIGNS RELATED TO THE INSTALLATION OF THE RRFB. B 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N&E LEG RRFB CONTROLLER) _ RRFB(PEDESTRIAN SIGNAL POLE) g2? � I POLE C _ �A IF INDICATED ON THE PLANS OR DIRECTED BY ACHD,THE CONTRACTOR SHALL INSTALL 2"RPC 2-6 THWN,1-6 THWN GROUND N&E LEG SCHOOL ZONE FLASHER 'STA: 34+30.71,OFF: 35.24'LT 11 10 # # ( ) II U � T RRFB(PEDESTRIAN SIGNAL POLE) A THREE-WIRE ELECTRICAL SERVICE TO BE USED AT 120/240 VOLTS,SINGLE PHASE, / 5 POLE HEIGHT: ,2'/ 1 1P Z STA 36+22.81,OFF: 12.37'LT 12 60 HERTZ AC BETWEEN THE POWER SUPPLY AND THE SERVICE CABINET.THE 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N LEG RRFB CONTROLLER) T POLE K Poc Q Pow�— POLE HEIGHT: 12' CONTRACTOR SHALL INSTALL A COMPOSITE JUNCTION BOX PER ACHD SECTION `na _ 1131.08)A MAXIMUM OF TWO(2)FEET FROM THE POWER SUPPLY. THE DISTANCE FROM 11 2"RPC 1-12C,1-#6 BARE(RRFB DEVICE&PED PUSH BUTTON) FOc �Lo RRFB(PEDESTRIAN SIGNAL POLE) U >'._ y B + T THE POWER SOURCE TO THE SERVICE CABINET SHALL NOT EXCEED 300'WITHOUT EP STA: 34+43 75,OFF: 9.77 LT Q APPROVAL FROM THE ACHD SIGNAL COORDINATOR.THE CONTRACTOR SHALL 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N&E LEG RRFB CONTROLLER) _ POLE HEIGHT: 12' I F I x I d COORDINATE WITH IDAHO POWER FOR THE POWER CONNECTION LOCATION. THE 2-#6 THWN,1-#6 THWN GROUND(E LEG SCHOOL ZONE FLASHER) I 8 I• �D �1 _I' EAGLE RD �- CONTRACTOR SHALL BE RESPONSIBLE FOR ALL IDAHO POWER FEES RELATED TO POWER 12 2"RPC 1-12C,1-#6 THWN GROUND(RRFB DEVICE&PED PUSH BUTTON) II 3J 3 36 SUPPLY AND CONNECTION. THE CONTRACTOR SHALL HAVE IDAHO POWER SUBMIT _ _ _ PAPERWORK TO THE ACHD UTILITY COORDINATOR FOR THE CONNECTION A MINIMUM OF SPARE(INSTALL LOCATE WIRE) �E J 2"RPC r - SIXTY(60)WORKING DAYS PRIOR TO ACTIVATING THE NEW POWER SUPPLY. THE RRFB(PEDESTRIAN SIGNAL POLE) 5 I \ CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL PERMIT FEES. 2"RPC 2-#6 THWN 1 #6 THWN GROUND(E LEG RRFB CONTROLLER) —W STA: 34+3281,OFF: 24.74'RT W w 1 �B REFER TO ILLUMINATION AND INTERCONNECT PLAN SHEETS 42-47 FOR ILLUMINATION, A2-#6 THWN,1-#6 THWN GROUND(E LEG SCHOOL ZONE FLASHER) B I POLE HEIGHT: 12' POLED I INTERCONNECT,SIGNAL CONDUIT AND CONDUCTOR SCHEDULING. # # ( ) (PEDESTRIAN SIGNAL POLE) I L E G E N D 2' RPC 2-6 THWN 1 6 THWN GROUND E LEG RRFB CONTROLLER qw!� STA: 36+32.48,OFF: 1224'RT 14 2"RPC 1-12C 1 #6 BARE(RRFB DEVICE&PED PUSH BUTTON) -�.� I{✓� 1h �` _ POLE HEIGHT: 12' I EP vx PEDESTRIAN SIGNAL POLE,PUSH BUTTON,RRFB DEVICES AND SIGNAGE 2"RPC 2-#6 THWN,1-#6 THWN GROUND(E LEG RRFB CONTROLLER) • 17 • � EP t- I a E 12 OG A RECTANGULAR RAPID FLASHING BEACON(TWO BARS) 15 2"RPC 1-12C,1-#6 THWN GROUND(RRFB DEVICE&PED PUSH BUTTON) 2"RPC SPARE(INSTALL LOCATE WIRE) • �1' ' 92 B I® m JUNCTION BOX(TYPE S40T/ADA) _ c PI STA. 105+76.06 B A2"RPC 2-#6 THWN,1-#6 THWN GROUND(W LEG SCHOOL ZONE FLASHER) g 4 ® JUNCTION BOX(TYPE S45T/ADA) POLE F 2"RPC 2-#6 THWN,1-#6 THWN GROUND(S LEG SCHOOL ZONE FLASHER) B_LA KET-UUfLI N •\�� -'*RRFB(PEDESTRIAN SIGNAL POLE) ■ JUNCTION BOX(TYPE S45T/ADA W/RISER) EASEMENT(PLATTED) \ STA: 106+ 1.67,OFF: 30.921T 18 2"RPC 2-#6 THWN,1-#6 THWN GROUND(N LEG SCHOOL ZONE FLASHER) Er\ POLE G POLE HEIGHT: 12'' - 13•/ _ ------- CONDUIT GROUP r K r'r�IR ICA tt y ACHD p SERVICE PEDESTAL RRFB(PEDESTRIAN SIGNAL POLE) `SSA ' POLE PT Eo) 2"RPC 2-#6 THWN,1-#6 THWN GROUND(E LEG SCHOOL ZONE FLASHER) �n STA: 106+17.01,OFF: 1.08'LT 19 -------, yo /j�D f .RRFB(PEDESTRIAN SIGNAL POLE) o m POLE MOUNTED RRFB CONTROLLER CABINET x \ t I'll 11 POLE HEIGHT; 12' F ,�, STA: 36+40.31,OFF: 47.53RT \ m® \\ 1-/ POLE HEIGHT: 12'\/ \ ti CONDUIT RUN NUMBER 36"X36' S1-1 (FYG) SCHOOL CROSSING SIGN .: MOUNTED BACK TO BACK POLE I 1 ( 14 C 36'X36'S1 1 (FYG) I' 1 15 RR PEDESTRIAN CROSSING SIGNFB(PEDESTRIAN SIGNAL POLE) 1 , _ 0 MOUNTED BACK TO BACK I RAPID FLASHING BAR CLEAR LENSES AMBER STA: 106+36.40 OFF. 42 66 RT ��� / POLE HEIGHT. 12 # / RAPID FLASHING BAR CLEAR LENSES/AMBER LED'S. LED'S.BAR AND HARDWARE WITH INDICATION \\ 11 r 15 19 \ FOR PEDESTRIAN CROSSING \ / - B BAR AND HARDWARE WITH INDICATION V � 14 E H FOR PEDESTRIAN CROSSING \ 9 f RR B(PEDESTRIAN SIGNAL POLE) B STA. 106+29.69,OFF: 13.12RT 24"X12"W16-7p(R OR L)(FYG) 24"X12"W16-71 1 :.. PO4E ( G) HEIGHT: 12' ..:� I I 1 SUPPLEMENTAL ARROW PLAQUE 1 I SUPPLEMENTAL ARROW PLAQUE POLE MOUNTED RRFB - - - CONTROLLER CABINET (MOUNTED STREETSIDE) AGES(RRFB WITH GVM)PEDESTRIAN _ TRAFFIC SIGNAL MATERIALS AGES(RRFB WITH GVM)PEDESTRIAN PUSH BUTTON _ - - PUSH BUTTON - WITH 9"X12"R10-25 PLAQUE o, POLE MOUNTED FOUNDATION m WITH 9"X12"RIO-25 PLAQUE o, _i POLE POLE TYPE LUMINAIRE _i _ MOUNTED ABOVE PUSH SIGNS SEE TS-1110 MOUNTED ABOVE PUSH BUTTON FACING PED RAMP r BUTTON FACING PED RAMP r 51-1 (FYG)(36"X36") B. _i PEDESTRIAN SIGNAL POLE S1-1 (FYG)(36"X36") POLES A-P POLE HEIGHT: 12' N/A W16-7p(R OR L)(FYG)(24"X12") A W16-7p(R OR L)(FYG)(24"X12") 0 20' 40' NOTE: THE BACKFILL FOR THE POLE FOUNDATIONS SHALL BE CONTROLLED DENSITY FILL SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW SCALE: I"- NOT TO SCALE RRFB DETAIL NOT TO SCALE NOT TO SCALE RRFB DETAIL NOT TO SCALE POLES A,B,E,F,I,J,M&N POLES C,D,G,H,K,L,O&P NOT TO SCALE NOT TO SCALE _ ■ S A 1a �� • S H E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 RRFB Signal Plan & Details VO5 Design By: PRECISION Date: 07/2022 1 Drawn By: PRECISION Date: 07/2022 CON ON Ada County Highway District • 3775 Adcurns ScrleddcBooisoe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 39 Of 59 SIGNAL HEAD SCHEDULE N O T E S 92 REMOVE AND SALVAGE EXISTING SIGNAL EQUIPMENT TO ACHD,REMOVE AND BACKFILL EXISTING FOUNDATION 18 INCHES BELOW FINISHED GRADE,ITEM 201.4.1.C.1 1 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. F'q •- • • • • •-• • B ♦ -i> 2. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 3. THE CONDUIT LAYOUT SHOWN IN SCHEMATIC.MAINTAIN THE APPROPRIATE CLEARANCE —� BETWEEN ADJACENT UTILITIES. 4. GROUND THE SCHOOL ZONE FLASHER SYSTEM IN ACCORDANCE NTH THE CURRENT F4 F5 F6 EDITION OF THE NEC AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. i Foc oc i Poc TFCC Foc 5. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, M A S T A R M SIGN SCHEDULE EP EP EAGLE RD EP EP EP 777�E EP ONNLYCONDUIITSISCNOTETHE INTENT°WN ON THE OF THESE PLANS IC SIGNAL TO O SHOW THEANS EXACTTELOCATITIONMAT OFEALL UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE 32 33 CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE _ _1 RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE 1 - — REPAIRED AT THE CONTRACTORS EXPENSE. WMl7 � 6. THE LOCATIONS OF THE SCHOOL ZONE FLASHER FOUNDATIONS SHALL BE FIELD LL V w F2 w w VERIFIED BY ACHD PRIOR TO INSTALLATION.ACHD FORCES MUST BE NOTIFIED AT ny i LEAST 2 WORKING DAYS PRIOR TO INSTALLATION. P 7 55-1 (FYG) 92 F3 EP EP 7. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE 24"X48" __ - '4 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 77 .� Ea 8. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR SCHOOL ZONE FLASHER TRAFFIC SIGNAL LEGEND ,� -' • IMPROVEMENTS ONLY. 1 h B T- • • • • • 9. REGULATORY SIGNS MOUNTED ON SIGNAL ASSEMBLIES ARE INCIDENTAL TO THE SCHOOL B •SIGNAL HEAD NUMBER POLE Q o ZONE FLASHERS INSTALLATION AND ARE NOT PAID FOR SEPARATELY 2, _ _ _ � c _ NORTHBOUND SCHOOL ZONE - - �B REFER TO ILLUMINATION AND INTERCONNECT PLAN SHEETS 42-47 FOR ILLUMINATION, �A PROJECT NOTE NUMBER FLASHING BEACON POLE p INTERCONNECT,SIGNAL CONDUIT AND CONDUCTOR SCHEDULING. STA: 32+50.13,OFF: 30.91'RT UP Oi SIGN FACE NUMBER &iRRicnnoN MAST ARM: 30' =LATTED) POLE HEIGHT: 18' ACONDUIT RUN NUMBER LUMINAIRE POLE BASE a JUNCTION BOX(TYPE S40T/ADA) CONDUIT GROUP POLE R - - -- - -- __ SOUTHBOUND SCHOOL MAST-MOUNTED SCHOOL ZONE FLASHERS SERVICE PEDESTAL ®® FLASHING BEACON POLE •STA: 38+49.85,OFF: 39.81'LT: . ' � MAST ARM: 30' POLE HEIGHT: 18' - i' B CONDUIT AND CONDUCTOR SCHEDULE B ,6 ""' ,8 J FLATTED .:-^ ';; _ NO. CONDUIT CONDUCTORS t ——— ___ 17 2"RPC 2-#6 THWN,1-#6 THWN GROUND(S LEG SCHOOL ZONE FLASHER) F6 �C Tv TV 18 2"RPC 2-6 THWN,1-q6 THWN GROUND(N LEG SCHOOL ZONE FLASHER) TV -FS Foc T T 92 i i Ep T FP •�•� F4 38 39 SIGNAL MAST ARM LENGTH=30' w w w w w MOUNT HEAD TO 10' 4.5'- -j EAGLE RD — BACK OF MAST ARM p G P P�� ER ILIWIT a 7. POLE Q Fi F2 S5-1 (FYG)O F3 24"X 48" POLE R Fa Fs 24,'X(48" 0 Fs �10.0' S5-1 (FYG)O LIM{E'1° ""24 X 48 2 0 _ as _ Nw wo TRAFFIC SIGNAL MATERIALS SIGNAL MAST SIGNAL MOUNTING LOCATION SIGNAL MOUNTING FOUNDATION POLE POLE TYPE LUMINAIRE POLE MOUNTED SIGNS SEE U w'o w ARM (SIGNAL HEAD NO.) BRACKETS TS-1110 0 0.0'FROM END(11) ASTRO BRACKET POLE Q SIGNAL POLE 30' N/A 10.0'FROM END(F2) ASTRO BRACKET SS-1 (FYG)(24"x48") D POLEHEIGHT: 18' 20.0'FROM END(F3) ASTRO BRACKET S5-1 (FYG)(24"x48")(POLE MOUNTED) 0.0'FROM END(F4) ASTRO BRACKET POLE R SIGNAL POLE 30' N/A 10.0'FROM END(F5) ASTRO BRACKET S5-1 (FYG)(24"x48") 0 POLE HEIGHT: 18' 20.0'FROM END(F6) ASTRO BRACKET SS-1 (FYG)(24"x48")(POLE MOUNTED) 0 20' POLE Q&R NOTE: THE BACKFILL FOR THE POLE FOUNDATIONS SHALL BE CONTROLLED DENSITY FILL SCALE: 1"= 20' NOT TO SCALE A g5 NG, 1a �� • s ITE = r - - - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 School Zone Flasher Signal Plan - Eagle Rd O 5✓ CON ON Ada County Highway District • 3775 Adarns SacrhddaBooioeg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 40 Of 59 SIGNAL HEAD SCHEDULE N O T E S w 1. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON 25'BEASLEv LATERAL EASMENT Q THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL FA / BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. w57.No.201e-1 oo3la Q i B 2. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAILS C C AND INSTALLATION REQUIREMENTS. > 3. THE CONDUIT LAYOUT SHOWN IN SCHEMATIC. MAINTAIN THE APPROPRIATE CLEARANCE 30'LANDSCAPE EASMENT -"i BETWEEN ADJACENT UTILITIES. INST.NO.108083676 - WM • a.ac N B ,\ — 4. GROUND THE SCHOOL ZONE FLASHER SYSTEM IN ACCORDANCE NTH THE CURRENT F7 F8 - EDITION OF THE NEC AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. 20'IRRIGATION EASMENT F9 F10 trG 3 = B 5. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS,CABLES,ETC.SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE • •T • T • I C�\ ', � ONLY.IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL - EP �P UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE M A S T A R M SIGN SCHEDULE EP W W W \ \ CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE -- RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE -„� REPAIRED AT THE CONTRACTORS EXPENSE. EP C W W \ _ O ., \ � 6. THE LOCATIONS OF THE SCHOOL ZONE FLASHER FOUNDATIONS SHALL BE FIELD W TACONIC DR �. VERIFIED BY ACHD PRIOR TO INSTALLATION.ACHD FORCES MUST BE NOTIFIED AT $PEES LEAST 2 WORKING DAYS PRIOR TO INSTALLATION. ��WjjMl7 FO 1 \ 7. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE ny i MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). S5-1 (FYG) -EP EP— 11 8. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR SCHOOL ZONE FLASHER 24"X48" [P F7 F8 _ B IMPROVEMENTS ONLY. • • • • • • • 9. REGULATORY SIGNS MOUNTED ON SIGNAL ASSEMBLIES ARE INCIDENTAL TO THE SCHOOL •• — 1 •Eb --- — — _� ZONE FLASHERS INSTALLATION AND ARE NOT PAID FOR SEPARATELY. TRAFFIC SIGNAL LEGEND - �- • • i6 • - '.T C �B REFER TO ILLUMINATION AND INTERCONNECT PLAN SHEETS 42-47 FOR ILLUMINATION, N-TC 21 SIGNAL HEAD NUMBER 1 EP���o• • •FP _ 16 • • —•—. D • • • ., INTERCONNECT,SIGNAL CONDUIT AND CONDUCTOR SCHEDULING. POLES _ • �C REFER TO RRFB SIGNAL PLAN&DETAILS SHEET 39 FOR SIGNAL CONDUIT AND A PROJECT NOTE NUMBER �� _,. EASTBOUND SCHOOL ZONE EP EP • CONDUCTOR SCHEDULING. FLASHING BEACON POLE EP Oi SIGN FACE NUMBER 1T PEDESTRIAN SIGNAL POLE • EP EP .._STA: 102+51.48,OFF: 24.38'RT� CONDUIT RUN NUMBER -�= _ POLE HEIGHT: 12' — — EP EP EP— LUMINAIRE POLE BASE m JUNCTION BOX(TYPE S40T/ADA) POLE WITH FLASHING BEACONS CONDUIT GROUP FLASHING BEACON,TWO-SECTION SIGNAL SERVICE PEDESTAL WITH 12 INCH LENS EB-P RMANENT EASEMENT WM POLE T NST.NO.zois-o — WESTBOUND SCHOOL ZONE 19 FLASHING BEACON POLE CONDUIT AND CONDUCTOR SCHEDULE G _ _ PEDESTRIAN SIGNAL POLE STA: 107+56.83,OFF: 38.07'LT POLE HEIGHT: 12' NO. CONDUIT CONDUCTORS B u� ,, P UP 16 2"RPC 2-#6 THWN,1-#6 THWN GROUND(W LEG SCHOOL ZONE FLASHER) W W F9 F10 W 19 2"RPC 2-#6 THWN,1-#6 THWN GROUND(E LEG SCHOOL ZONE FLASHER) i C \\ c, ---__- - \\ B TACONIC DR N^I 0 LU 9 F10 Q �r ® _ SPEED SS-1 (FYG) LIlNIT yam.st G _ =®. _J Q (24"x 48") O ® ® — /_ _ Q W01 CL TRAFFIC SIGNAL MATERIALS SIGNAL MOUNTING LOCATION FOUNDATION POLE POLE TYPE LUMINAIRE (SIGNAL HEAD NO.) POLE MOUNTED SIGNS SEE TS-1110 POLE S PEDESTRIAN SIGNAL POLE N/A POLE MOUNTED(F7) S5-1 (FYG)(24"x48") A POLE HEIGHT: 12' POLE MOUNTED(F8) POLE T PEDESTRIAN SIGNAL POLE N/A POLE MOUNTED(F9) S5-1 (FYG)(24"x48") A POLE HEIGHT: 12' POLE MOUNTED(F10) 0 20' 40' NOTE: THE BACKFILL FOR THE POLE FOUNDATIONS SHALL BE CONTROLLED DENSITY FILL SCALE: 1"= 20' POLES S&T NOT TO SCALE A g5 NG, 1a �� • S H E = T - I - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 School Zone Flasher Signal Plan - Taconic Dr o 5 CON ON Ada County Highway District • 3775 Ada-s SacrhddaBooioeg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 41 Of 59 N O T E S 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM 1131.01.06 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.07 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01.08 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC SIGNAL INTERCONNECT IMPROVEMENTS ONLY. 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION. 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. 6. 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 CLARIFICATIONS. 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, ----p - - p - CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. _ _ IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL - - - - UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE TERCONNECT COMMUNICATION RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL E- INSTALL INSTALL 2-2"RPC 80 INSTALL 1-2"RPC REPAIRED AT THE CONTRACTORS EXPENSE. SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC. THE CONTRACTOR SHALL MAINTAIN • • • • . . . L APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF A _ THE NEC. L 10. INSTALL ONE LOCATE LIRE(NO.12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE �__I_ - W MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED 2 TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE uTLF ox ; LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND T T T Pdc ' r Foy— 94 E c F POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. + M ILLUMINATION_ W —EP EP EP EP PP�—EP EP EP EP—� M EP W 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE EP EP EP—N� INSTALL 1-2"RP 93 Z SPARE(INSTALL LOCATE WIRE) W CITY OF MERIDIAN.LABELS SHALL BE 2"TALL WHITE NUMBERS/LETTERS ON A BLACK ""^•v"'^' sew sew sew sew O a W BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE F ~ W OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER 21 22 23 CO V 24 IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST - - - - - - - - — ' 1 - - - POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. EAGLE RD z � INTERCEPT JUNCTION BOX INSTALLED WITH ACHD PROJECT NO.319050 NTH PROPOSED g J d N CONDUIT. W W W W W W-2 W W ILLUMINATION U 0 ILLUMINATION INSTALL 1-2"RPC Q P EP EP EP EP EP EP F F 93 NSTALL 1-2"RPC -EP 93 95 F �B REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF Q W /SPARE(INSTALL LOCATE WIRE) 2-#6 THWN(CKT#1) CA MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 W �,e 1-#6 THWN(GROUND) INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. F W W Z f � J F' c c Q q A ILLUMINATION 90 POLE 1 (CIRCUIT#1) INSTALL 1-2"RPC ((6- STA: 23+60.45,OFF. 45.00R 93 95 2-#6 THWN(CKT#1) P/L - - P/L � - - PlE = - - f J POME HEIGHAST L 40' 1-#6 THWN(GROUND) L E G E N D Lu FOUNDATION TYPE C LUMINAIRE POLE&MAST ARM SERVICE PEDESTAL JUNCTION BOX(TYPE S-40T/ADA) Z JUNCTION BOX(TYPE S-45T/ADA) ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER CONDUIT GROUP 94 BID ITEM NOTE NUMBER �A PROJECT NOTE NUMBER 0 20' 40' SCALE: 1"_ A ME ZIEIMINT, g5 NG 1a �� • S IT E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 42 Of 59 ILLUMINATION N O T E S 93 INSTALL 1-2"RPC SPARE(INSTALL LOCATE WIRE) 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A POLE 2(CIRCUIT#2) 90 POLE 4(CIRCUIT#2) 90 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN ILLUMINATION ILLUMINATION STA: 24+90.08,OFF. 44.00'L STA: 27+50.09,OFF. 44.00'L — GREEN LOCATE WIRE,ITEM 1131.01.02A INSTALL THWN RPC _ _ _ _ _ _ _ INSTALL 1-2"RPC • — — — MAST ARM: 15' - — — — — — — — — 93 95 2-#6 THWN CKT#2) — MAST ARM: 15' �• 93 95 2-#6 THWN CKT#2) POLE HEIGHT: 40' 1-#6 THWN f GROUND) POLE HEIGHT: 40' 1-#6 THWN f(GROUND) 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, FOUNDATION TYPE C FOUNDATION TYPE C • ITEM 1131.01.03.A 82 83 •r+� 83 INSTALL MERIDIAN COMMUNICATION JUNCTION BOX,TYPE S-45T/ADA WITH RISER,ITEM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 94 1131.01.03.B N - _ -94 - 7tW - - - - - R,V - - R7V - - - - - - - _ • • •-• • - t w 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM r%w�" �'.: �__.= ... `v..:.:•-.-' tom.--.:.� -.=,mot -:.:"� W _,..;.. -+- ..... .. _;,,.. . . ..,:,.. ,.:.F r•-.' - -*^ - - - - - - - - - ---- -- 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN _ F 94 00 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01,08 ILLUMINATION EP F NSTALL 1-2"RPC T T T T T T ILLUMINATION O 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 93 95 2-#6 THWN(CKT#2) NSTALL 10 RPC NTERCONNECT T U T F_ W P EP 1-#6 THWN(GROUND) P Ep EP EP EP EP EP EP Ep 93 95 2-#6 THWN(CKT#2) 80 INSTALL 2-2"RPC -p 81 NSTALL 1-2"RPC 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI,+ LL INTERCONNECT 1-#6 THWN(GROUND) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) LL AND INSTALLATION REQUIREMENTS. W 80 INSTALL 2-2' RPC SPARE(INSTALL LOCATE WIRE) 27 LU 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC - - - 1 - o SIGNAL INTERCONNECT IMPROVEMENTS ONLY. O 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD COMMUNICATION EAGLE RD + PRIOR TO INSTALLATION. N 81 NSTALL 1-2' RPC W W W ILLUMINATION -W W W ILLUMINATIONN Q SPARE(INSTALL LOCATE IMRE) INSTALL 1-2"RPC INSTALL 1-2"RPC 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. EP EP EP EP EP EP EP 93 95 -#6 THWN(CKT#1) EP EP EP EP EP EP— EP 2-#6 THWN(CKT#1 93 95• < 1-#6 THWN(GROUND) 1-#6 THWN(GROUND 9IN F 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT LIJ IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. Z z J 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON _J THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS Q ` t.. "" �' - F 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Q CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE 94 CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE •-''r•• RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE POLE 3(CIRCUIT#1) 90 90 POLE 5(CIRCUIT#1) REPAIRED AT THE CONTRACTORS EXPENSE. ILLUMINATION ILLUMINATION I I 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN STA: 26+20.45,OFF: 45.00'R STA: 28+75.49,OFF: 46.51'R INSTALL 1-2"RPC INSTALL 1-2'"RPC 93 95 _ _ MAST ARM: 15' _ _ _ 93 95 _ _ MAST ARM: 15'_ APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. _ _ _ -#6 THWN(CKT#1) -#6 THWN(CKT#1) 1-#6 THWN(GROUND) - � 1 FOUNDATIONPOLE TYPE C � - � � 1-#6 THWN(GROUND) FOUNDATIONPOLE HEIGHT: TYPE C I I 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEC. 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. _ 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE 90 POLE 6(CIRCUIT#2) •...• 90 POLE 8(CIRCUIT#2) _ ® CITY OF MERIDIAN.LABELS SHALL BE 2"TALL WHITE NUMBERS/LETTERS ON A BLACK ILLUMINATION ILLUMINATION ILLUMINATION ILLUMINATION BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE INSTALL 1-2"RPC STA: 0+10.10,OFF: 44.00'L INSTALL 1-2"RPC _ _ _ _ _ INSTALL 1-7 RPC -STA: 32+70.19,OFF: 47.35'L=-�== - INSTALL 1-2' RPC OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER 2-N6 THWN(CKT#2)93 95 — MAST ARM: 15' —72-1,6 THWN(CKT#2) 2-#6 THWN(CKT#2)93 95 MAST ARM: 15' 93 95 2-#6 THWN CRT#2) ® IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST 1-#6 THWN(GROUND) POLE HEIGHT: 40' 1-# THWN(GROUND) 1-#6 THWN(GROUND) POLE HEIGHT: 40' 1-#6 THWN f GROUND) POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. FOUNDATION TYPE C FOUNDATION TYPE C 82 83 �B REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF W • • • • • • • • • • • • • • • • • • • • • • • • r - INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. ON MINIMUM OF • • • • • • • • • • • III - - - - a MERIDIAN CONTRACTOR O REMOE EXISTING CONCRETE FOUNDATION - - - - - - �C REFER TO SCHOOLCZONETFLASHER SIGNAL PLAN&DETAILS SHEETS40 41 FORSIGNAL W - ::------,-�-.r�. -- -�•r» ---- .- - "- _ CONDUIT AND CONDUCTOR SCHEDULING -* 7 - --- - -- - - - -- - --------- - - '^� r- W LU 2 Cn F O sa O 7, NTIRI�N NECT UNICATION C T + r T PocT NTERCONNECT T GCOMMUNICATON T Foc fr cc L 2-2"RPC ;EMN'10SMALL 1-2"RPC EP EP E EP EP EP EP 80 NSTALL 2-2"RPC p 81 INSTALL 1-2"RPC _EP LWL LL SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WRE) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) W L E G E N D W cc 30 31 32 33 00 1 - LUMINAIRE POLE&MAST ARM EAGLE RD 20 SERVICE PEDESTAL Q W W W W W W W W C F JUNCTION BOX(TYPE S-40T/ADA) R- EP •P EP EP EP EP EP EP EP EP EP P EP Ep EP (n 94 EP _ ® JUNCTION BOX(TYPE S-45T/ADA) Z - J ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER U j - at.:• • • U H • G o Q 94 BID ITEM NOTE NUMBER Q �A PROJECT NOTE NUMBER u B C B 90 POLE 7(CIRCUIT#I) ILLUMINATION ILLUMINATION -STA: 31+40.46,OFF: 45.00'R INSTALL THWN (RPC INSTALL 1-2"RPC P/L 93 95 2-#6 THW'N(CKT#1) _ MAST ARM: 15' _ _ 93 95 #6 THWN(CKT#1) 0 20' 40' 1-#6 THWN(GROUND) - � POLE HEIGHT: 40' 1-#6 THWN(GROUND) - � - "= - � FOUNDATION TYPE C � SCALE: I" A g5 NG 1a �� ME=11INIMINT, • s H E = r - I - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 43 Of 59 ILLUMINATION N O T E S INSTALL 1-2"RPC ILLUMINATION 2-#6 THWN CRT#1 C INSTALL 1-2"RPC 2-#6 THWN CKT#2� 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-7"RPC NTH 1-#12 2-#6 THWN(CKT#1 93 95 _ D 1-#6 THWN GROUND) THWN GREEN LOCATE WIRE,ITEM 1131.01.02A 90 POLE 12(CIRCUIT#2) 2-#6 THWN(CKT#2 93 95 INSTALL 1-2' RPC STA: 35+12.43,OFF: 159.851L • -0{: 1-6 THWN(GROUND ',\ 2-#6 THWN(CKT#3) 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN MAST ARM: 15' {' I 1 2-#6 THWN(CKT#4) GREEN LOCATE WIRE,ITEM 1131.01.02.A POLE HEIGHT: 'C 1: 1-#6 THWN(GROUND) FOUNDATION TYPE G9• I '- 83 INSTALL 1-2' RPC 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, I yy 94 SPARE(INSTALL LOCATE WARE) ITEM 1131.01.03.A y" �LUMIRATION •• 1+ INSTALL 1-2' RPC 93 95• D F 1 82 83 INSTALL MERIDIAN COMMUNICATION JUNCTION BOX,TYPE S-45T/ADA WITH RISER,ITEM ILLUMINATION 2-#6 THWN(CKT#2 11' 113L01.03.B INSTALL 1-2' RPC 1-#6 THW'N(GROUND -L i ILLUMINATION Y 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM INSTALL 1-2"RPC 2-#6 THW'N(CKT#1 93 95©� � • ��- ' j„�� e(1l \ \ 93 95 2-#6 THWN CKT#3) 1131.01 O6 2 #6 THWN(CKT#2 -\ 1-#6 THWN GROUND) 1 #6 THWN(GROUND C•) 94 • / D \ 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN POLE 14(CIRCUIT#3) 9D LOCATE WIRE,ITEM 1131.01.07 O90 POLE 10 CIRCUIT 2 / ' ( #) 83 / .� � \ \ STA: 35+87.56,OFF: 101.041 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01.08 STA: 34+58.77,OFF: 79.791 I r MAST ARM: 20' MAST ARM: 15' 82 � !°� POLE HEIGHT: 40' 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 POLE HEIGHT: 40' //, r D j�� FOUNDATION TYPE C ILLUMINATION FOUNDATION TYPE C U 0 \ 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI,� ,� // INTERCONNECT AND INSTALLATION REQUIREMENTS. INSTALL 1-2' RPC / 81 NSTALL 1-2"RPC 2-#6 THWN(CKT#2)93 95 .�Q / PARE INSTALL LOCATE WIRE �\ \ ��81NSTALL2 2"'RPC 1-#6 THWN(GROUND � SPARE(INSTALL LOCATE WIRE 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC \\ ILLUMINATION SIGNAL INTERCONNECT IMPROVEMENTS ONLY. _ =•X INTERCONNECT .\ INSTALL 1-2"RPC INSTALL 2-2"RPC ILLUMINATION 93 95 fi _ ,/ s ,y. �� - -#6 THWN(CKT#3) �f� �'f� �'f� 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD x x x r / q SPARE(INSTALL LOCATE WIRE) 1\ INSTALL 1 2' RPC 1- THWN GROUND _ PRIOR TO INSTALLATION. � � o °p g.� °_�o Cs�-:• _ - l �-� 93 95 2-#6 THWN CKT#3 � � �6 _�..-�----��—�--,:-�.- -�-- ,-_ ; TLLUMIIJATION�".� -#6 THWN CRT#4 INSTALL 1-2"RPC 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. THWN GROUND) POLE 16(CIRCUIT#3) 90 93 95 :r *,•.� M a z 2-#6 THWN(CKT#3) COM UNICA ION '� fig, STA: 36+69+80,OFF: 32.95L 1- THWN GROUND p' #6 (GROUND) 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT �-- -_ __ __ , INSTALL 1-2"RP_81 - � ,. _ -MAST ARM: 20' _ _ = IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. SPARE(INSTALL LOCIATE POLE HEIGHT: 40' O Q�^:3 FOUNDATION TYPE C ®® _ _ _ _ 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON _ 0 Q * .� 94 THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION ANY DISCREPANCIES SHALL 0_ �``. BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS. .^''- '� ILLUMINATION - 2 C '•r" " ' - � `- -,. � ,-" .� �� �p© / - - 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, •8 INSTALL 1-2 RPC 93 95 0 2-#6 THWN(CKT#2) ( ®� Gib - - - _ CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. #6 THWN(GROUND) o o o - - 1 - - ---- IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL COMMUNICATION I I p© / e - _ _' F UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE LU 81 INSTALL 1-2"RPC I I ©© C•> ® .(� Ci s - - - --- "- W CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE 1yJ SPARE(INSTALL LOCATE WIRE)I I v 1 _ - -T W RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE = 'r o T I s D REPAIRED AT THE CONTRACTORS EXPENSE. INTERCONNE T CA INTERCONNECT 80 INSTALL 2-2"RPC 80 INSTALL 2-2"RPC O 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN SPARE(INSTALL LOCATE WIRE p T �Fp' v Tv H APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. H Foc PARE(INSTALL LOCATE WIRE LL !r f I.- COMMUNICATION 0 T T T LLU 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF LL IL UMI A 10 81 INSTAL 1-2' RPC INSTALL 1-2"RP - `n` m 83 1) R � 36+76.19 SPARE(INSTALL LOCATE WIRE) LU THE NEC. 1027-#6cc THWN(CKT#1)93 95 I I v I >,\ 1 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE 1-#6 THWN(GROUND) I I �A I) MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED 7 1 34, I I p O P1 STA: 105+26.05 36 37 N TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE f3 r + SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE cM•� � D ILLUMINATION M LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND w w w INSTALL 1 2'RPC 1 w POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. Q w C w w D w w o o 2-#6 THWN(CKT#4l 93 95 F 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE 1-#6 THN7J(GROUND) (n m ILLUMINATION I CITY OF MERIDIAN.LABELS SHALL BE 2' TALL WHITE NUMBERS LETTERS ON A BLACK INSTALL 1-2"RPC 93 95 2-#6 THWN(CKT#4) W BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE { G z OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER �'+y ILLUMINATION— EF-#6 THWN(GROUND) - IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST TALL -2 IP POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. INSTALL RPC J THWN(CKT#4 93 95 EP U ILLUMINATION • • • J -#6 THWN(GROUND FBT REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF H' INSTALL 1-2"RPC b '� D jr • w• •$ • • Q MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 < 2-#6 THWN(CKT#1 93 95 94 • - "�"'` �- ®'• • • • • • • • gq INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. 1-#6 THWN(GROUND c P1 STA. 105+76.06 ,.'�� -•-• • - P/L - - P/L - REFER TO SCHOOL ZONE FLASHER SIGNAL PLAN&DETAILS SHEETS 40-41 FOR SIGNAL 90 POLE 9(CIRCUIT#1) �4 CONDUIT AND CONDUCTOR SCHEDULING. STA: 34+00.35,OFF: 17.2VIR •\ I r �D REFER TO RRFB SIGNAL PLAN&DETAILS SHEET 39 FOR SIGNAL CONDUIT AND MAST ARM: 15' �r ILLUMINATIO - CONDUCTOR SCHEDULING. POLE HEIGHT: 40' INSTALL 1-2"RPC - ° B FOUNDATION TYPE C 2-#6 THWN(CKT 1).93 95 _p O• $ ,;.�! i `` (','� I 90 POLE 17(CIRCUIT#4) 1-#6 THWN GROW D 0 Cr2` h' O 0•© - / ' �Do 94 �+� `�1J STA: 38+00.06,OFF: 37.45'R - © o--x © '/ MAST ARM: 15' ©© © © / I I FOUNDATION POLE G TYPE C o°°POLE 15(CIRCUIT#4) 90 • • 76'R OFF: 54 80+ , . L E G E N D 90� POLE 11 (CIRCUIT#1) O® 1 v D STA: 36+01 - • STA: 34+83+70,OFF: 72.41'R , e D MAST ARM: 15' MAST ARM: 15' �(} "� ° e POLE HEIGHT: 40' POLE HEIGHT: 40'. p o O a I' 7.4 °O FOUNDATION TYPE C J LUMINAIRE POLE&MAST ARM FOUNDATION TYPE C . © © � � I 0 (� � SERVICE PEDESTAL ©LWNArfd© vt INSTALL 1-2"RPC JUNCTION BOX(TYPE S-40T/ADA) 2-#6 THNM(CKT D)93 95 1-#6 THWN(GROUND) t�' n_ D 94 ) ® JUNCTION BOX(TYPE S-45T/ADA) DILL NATION 0 F , INSTALL 1-2"RPC _---__- I 93 95 2-#6 THWN(CKT#4) ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER ° 1-#6 THWN(GROUND) CONDUIT GROUP / \ 94 ' POLE 13(CIRCUIT#4) 90 94 BID ITEM NOTE NUMBER / \ I I L ATION # STA: 35+61.60,OFF: 128.46 R +°• , INSTALL 1-2"RPC 93 x MAST ARM: 15' �A PROJECT NOTE NUMBER / ffSPARE--(INSTALL LOCATE WIRE) { r POLE HEIGHT: 40' FOUNDATION TYPE C 0 20' 40' O SCALE: I " A g5 NG, 1a �� • S H E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adawvswareet, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 44 Of 59 N O T E S 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A POLE 18(CIRCUIT#3) 90 / \\ POLE 20(CIRCUIT#3) 90 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN -JLLUMINATION ILLUMINATI N lei _= ===STA: 39+29.66,OFF: 48.9PL== STA: 41+89.76,OFF: 44.50'L GREEN LOCATE WIRE,ITEM 1131.01.02A INSTALL 1-2"RPC NSTALL 1-2"RPC — — 93 95 2-#6 THWN(CKT#3) MAST ARM: 20' 93 95 2-#6 THWN(CKT 3 MAST ARM: 20' .1-#6 THWN(GROUND POLE HEIGHT: 40' 1- THWN(GROUND) \ POLE HEIGHT: 40' 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, c _ ) _FOUNDATION TYPE C ) 82 y FOUNDATION TYPE C ITEM 1131.01.03.A _ `• li\ �• -• - • • - _ � -� -i • • • INSTALL MERIDIAN COMMUNICATION JUNCTION BOX TYPE S-45T/DA WITH RISER ITE M 94 83 113L01.036 • - • —•-• w 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM L,LI -� ---v.., T-`'^�` .,- . - ---_ � �+� T � 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN LLJ_ - - - - LOCATE WIRE,ITEM 1131.01.07 0 INTERCONNECT ILLUMINATION F 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01,08 0 Tv 80 NSTALL 2-2"RPC NSTALL 1-2"RPC Tv Tv ry '_® =,�;; ry- T F PARE(INSTALL LOCATE ORE�Eoc 93 95 2_#6 THWN(CKT#3) �� T / t `- TE CONNECT 0 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 0-1 T T THWN(GROUND) €>3 r� / ILLUMINATION W COMMUNICATION EP �P «�e INSTALL 1-2"RPC INSTALL 2-2"RP 80 ��EP E EP EP /93 95 EPSPARE INSTALL LOCATE WIRE EP W 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI�� LL 81 NSTALL 1-2"RPC 2-#6 THWN(CRT#3�/ ( AND INSTALLATION REQUIREMENTS. � PARE(INSTALL LOCATE IMRE �/ 1-#6 THWN(GROUND COMMUNICATION LL. INSTALL 1-2"RPC 81 LU 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC N - - 1 - �/ 41- - 1 - - 42 SPARE(INSTALL LOCATE WIRE) o SIGNAL INTERCONNECT IMPROVEMENTS ONLY. + T c0 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD 00 w w w w w / w w w w L j PRIOR TO INSTALLATION. Q • ILLUMINATION T V 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. R- INSTALL 1-2"RPC 93 95 / EP EP c EP EP EP c EP EP c Q U) P c ra `P 16 2-#6 THWN(CKT#4/ W 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT 1-#6 THWN(GROUND) IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. W .....-_ �� Z -T._� `*'-�= W 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON .. ,•,< THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL >. 'T..'.... — — — -- U • • �� � - _:. ,:. ...� , .�,,' �'—' = BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS. ,Y� U Q '• - F- 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, • • / —' • • • • • • • • • • Q CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. - - - - - - - - IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL • ILLUMINATION / UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE B INSTALL 1-2"RPC 93 95 / 94 B CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE 2-#6 THWN(CKT#4 RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE 1-#6 THWN(GROUND; — POLE 19(CIRCUIT 90 REPAIRED AT THE CONTRACTORS EXPENSE. STA: 40+60.10,OFF: 45.00'R 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN MAST ARM: 15' _ _ _ _ _ _ _ _ APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. POLE HEIGHT: 40' - � - � - P/ FOUNDATION TYPE C � 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEC. 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE POLE 22(CIRCUIT#3) 90 CITY OF MERIDIAN.LABELS SHALL BE 2' TALL WHITE NUMBERS/LETTERS ON A BLACK ILLUMINATION ILLUMINATION BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE _ _ _ _ _ _ STA: 44+49.76,OFF: 44.50'L OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER • 93 95 NSTALL 1-2"RPC —. —. —• — • —• — • — • — — • —' MAST ARM: 20' 93 95 NSTALL 1-2"RPC 2-#6 THWN CKT#3) 2-#6 THWN(CKT#3) IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST 1-#6 THWN((GROUND) POLE HEIGHT: 40' 1-#6 THWN(GROUND) POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. FOUNDATION TYPE C 3 94 ' 82 �B REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 • • • • • • • • • • • • • • • 83 INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. W �74IV— - - - - �2f1N— - - - - - - - • • • - - • �C REFER TO SCHOOL ZONE FLASHER SIGNAL PLAN&DETAILS SHEETS 40-41 FOR SIGNAL W -- ---- -".,�. .�.- :.... �......._ �-c.�.r-.L_-,_.-• -- =� r - ----- �- - - - - - - - - - CONDUIT AND CONDUCTOR SCHEDULING • • • • • • • • • • • • • ------- - - -- - - - - --- - - ---- - - - -- - --- - ----- --- LU 2 _ - - -- - - - - -- - - - - -- - - -- - - - - -- - - - - -- - - - - -- - - C/) O v LLUMINATION r F- - INTERCONNECT COMMUNICATION INSTALL 1-2"RPC R 80 NSTALL 2-2"RPC 81 NSTALL 1-2"RPC cc 93 95 2-#6 THWN(CKT#3) INSTALL 2-2"RPC 80 W LWL EP SPARE(INSTALL LOCATE WIRE) ESPARE(INSTALL LOCATE WIRE—EP EP EP 1-#6 THWN(GROUND) EP EP EP EP EP—SPARE(INSTALL LOCATE WIRE) U- L E G E N W COMMUNICATION µ INSTALL 1-2"RPC 81 Er SPARE(INSTALL LOCATE WIRE) - LUMINAIRE POLE&MAST ARM L1 w w w W w w w w w SERVICE PEDESTAL ILLUMINATION ILLUMINATION Q EP— INSTALL 1-2"RPC 93 95 c EP EP c EP EP c EP cEP EP c EP INSTALL 1-2"RPC 93 95 EP c EP -EP EP c EP JUNCTION BOX(TYPE S-40T/ADA) W 2-#6 THWN(CKT#4 2-#6 THWN(CKT#4 ® JUNCTION BOX(TYPE S-45T/ADA) 1-#6 THWN(GROUND 1-#6 THWN(GROUND W z Z J ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER -.._ •-.. ._ - - - - - - - - - -- - _ ------- CONDUIT GROUP U tz PROJECT NOTE NUMBER 94 B 94 ILLUMINATION POLE 21 (CIRCUIT#4) 90 ILLUMINATION POLE 23(CIRCUIT#4) 90 +� ILLUMINATION INSTALL 1-2"RPC STA: 43+20.11,OFF: 45.00'R INSTALL 1-2"RPC STA: 45+80.11,OFF: 45.00'R INSTALL 1-2"RPC 93 95 2-#6 THWN(CKT#4) MAST ARM: 15' 93 98 2-#6 THWN CKT#4) MAST ARM: 15' 93 95 2-#6 THWN(CKT#4) 0 20' 40' -#6 THWN(GROUND) POLE HEIGHT: 40' � 1-#6 THWN(GROUND) - - E - - POLE HEIGHT: 40' -1-#6 THWN(GROUND) FOUNDATION TYPE CE � � FOUNDATION TYPE C � SCALE: I"_ A g5 NG, 1a �� • S IT E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adarnswatrreelt,,cBoise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 45 Of 59 N O T E S 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A POLE 24(CIRCUIT#3) 90 ILLUMINATION POLE 26(CIRCUIT#3) 90 ILLUMINATION 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN STA: 47+09.76,OFF: 44.50'L STA: 49+82.35,OFF: 44.50'L LANT2 ' •— •— •— •— •— •—. —. —. 93 95 NSTALL 1-2"RPC MAST ARM: 20' 9395INSTALL WN(RPC GREEN LOCATE WIRE,ITEM 1131.01.02A -#6THWN(CKT#3) L_ THWN(CKT#3)1-#6 THWN(GROUND) POLE HEIGHT: 40' 1-#6 THWN(GROUND) 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, C I FOUNDATION TYPE C TEM 1131.01.03.A _ • _ • _ • _ • _ 94 INSTALL MERIDIAN COMMUNICATION JUNCTION BOX,TYPE S-45T/ADA WITH RISER,ITEM T 113L01.03.B • • • • • • • • • _• • • • • • -• � •c • - - W 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM N 1131 01 O6 W - +^ ^^i'-^ '•""�. ^.-. ,.'� -^ - - IT(TRENCHED),1-2 RPC WITH 1-#12 THWN GREEN W --ram`^.ram LOCATE WIRE,ITEM 113101C00NDU - 93 F 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01,08 rfi x x x O 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 ~ FGc -ILLUMINATION T Pnr v EE Tv T Tv yr o Tv �LLUMINATIbN � NTERCONNECT — OMMUNIC IN CONNECT OMMUNICATION 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI,� NSTALL 1-2"RPC r NSTALL 1-2"RPC T LL F 93 95 2-#6 THWN(CKT#3) 80 NSTALL 2-2"RPC 81 NSTALL 1-2"RPC -EP Ep EP �� 93 95 2_#6 THWN(CKT#3) E 80 NSTALL 2-2"RPC EP 81 NSTALL 1-2"RPC W AND INSTALLATION REQUIREMENTS. W 1-#6 THWN(GROUND) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) 1-#6 THWN(GROUND) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) LL Sew sew sew Sew sew W € 51 Er 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC SIGNAL INTERCONNECT IMPROVEMENTS ONLY. e € — — 9— � — 1 — — e o FR V 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD w w w w w w w w + PRIOR TO INSTALLATION. ILL MINATION • ILLUMINATION w LO Q EP- EP 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. F EP G EP EP G EP GEP EP g3 95 NSTALL 1-2"RPC G G G G G INSTALL 1-2"RP Q -#6 THWN(CKT#4) EP EP EP EP fp 2-#6 THWN(CKT#4 93 95 1-6 THWN GROUND 1-#6 THWN(GROUND U) 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT LU IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. -__- _ z 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON _ - ^ '- -' BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS _ _ _ _ _ _ _ _ ________________ THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL U Q F'` F 7. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, Q CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE B 94 ` �iii 94 CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE \ RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. POLE 25(CIRCUIT#4) 90 90 POLE 27(CIRCUIT#4) ILLUMINATION ILLUMINATION INSTALL 1-2"RPC STA 48+40.10,OFF: 45.03'R INSTALL 1-2"RPC STA: 51+25.27,OFF: 49.13'R 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN 93 95 _ _ _ MAST ARM: 15' 93 95 — MAST ARM: 15' �- °� APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. 2-#6 THWN(CKT#4 - - f� - - - - f� - - f� 2-#6 THWN(CKT#4Ll 1-#6 THWN(GROUND POLE HEIGHT: 40' 1-#6 THWN(GROUND} POLE HEIGHT: 40' UTLT FOUNDATION TYPE C FOUNDATION TYPE C 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEC. 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. 90 POLE 30(CIRCUIT#3)O 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE POLE 28(CIRCUIT#3)O 90 CITY OF MERIDIAN.LABELS SHALL BE 2"TALL WHITE NUMBERS/LETTERS ON A BLACK ILLUMINATION ILLUMINATION ILLUMINATION STA: 52+29.78,OFF: 44.50'L STA: 54+89.79,OFF: 44.50'L BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE INSTALL 1-2"RPC INSTALL 1-2"RPC INSTALL 1-2"RPC 93 95 2-#6 THWN(CKT#3) MAST ARM: 20' 93 95 2-#6 THWN(CKT#3) MAST ARM: 20' 93 95 2-#6 THWN(CKT#3) OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER 1-#6 THWN(GROUND) POLE HEIGHT: 40' 1- THWN GROUND POLE HEIGHT: 40' 1-6 THWN GROUND IS TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST FOUNDATION TYPE C ( ) FOUNDATION TYPE C # (GROUND) POLLEE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. 82 El REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF 83 94 94 8 MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. • • • • • • • • • • • • • ~ _ - - ^ ^- ----^ - --- ^^ - -- - - - -- F Lu 2 F_ O xxx xx x xxx x�'xxx xxxx xxxx xx x xxx xxx O H ILLUMINATION f fF , EP EP-ILLUMINATION EP EP � T T NSTALL 1-2"RPC -INTERCONNECT OMMUNICATION �r-` T 93 95 80 NSTALL 2-2"RPC 81 NSTALL 1-2"RPC T 93 g5 NSTALL 1-2"RPC —T W W Tv -#6 THWN CKT#3) - FOC FOC 2-#6 THWN(CKT#3) —FOC LL LL 1-6 THWN GROUND d SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) 1- THWN GROUND W L E G E N D ,, -sew o sew # ,� ) se. sew sew sew sew ( ) sew cc Cc 52 53 TV 54- 55 - LUMINAIRE POLE&MAST ARM w w w w w w w w w w L SERVICE PEDESTAL —EP EP EP EP EP EP EP ILLUMINATION—EP EP EP EP EP EP EP EP EP EP Q JUNCTION BOX(TYPE S-40T/ADA) Q G - - - s- INSTALL 1-2"RP 93 95 y U)H- 2-#6 THWN(CKT#4/B 1-#6 THWN(GROUND) B Z JUNCTION BOX(TYPE S-45T/ADA) W Z ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER J J - 7­7 - - - -- - V ------- CONDUIT GROUP ��-' "-'•' '` -'" Q O 94 BID ITEM NOTE NUMBER PROJECT NOTE NUMBER • � 94 ILLUMINATION POLE 29(CIRCUIT#4) 90 ILLUMINATION +� STA: 53+60.11,OFF: 45.02'R INSTALL 1-2"RPC INSTALL 1-2"RPC 2-#6 THWN(CKT#4)93 95 MAST ARM: 15' 2-#6 THWN(CKT#4 9), 3 95 0 20' 40' 1-#6 THWN(GROUND Pf� - - � - - "L - - Pf� - � -POLE HEIGHT: 40' P"L - P/q= - 1-#6 THWN(GROUND cne FOUNDATION TYPE C T . SCALE: 1"_ A ME ZIEIMINT, g5 NG 1a �� • S IT E = T - I - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adams Street, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 46 Of 59 N O T E S 80 INSTALL TRAFFIC SIGNAL INTERCONNECT CONDUIT(TRENCHED),2-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A 81 INSTALL MERIDIAN COMMUNICATION CONDUIT(TRENCHED),1-2"RPC NTH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.02.A 82 INSTALL TRAFFIC SIGNAL INTERCONNECT JUNCTION BOX,TYPE S-45T/ADA NTH RISER, ITEM 1131.01.03.A 83 INSTALL MERIDIAN COMMUNICATION JUNCTION BOX,TYPE S-45T/ADA WITH RISER,ITEM 113L01.03.B 90 INSTALL STREET LIGHT,40-FT LUMINAIRE POLE WITH 15-FT MAST ARM,ITEM 1131.01.06 93 INSTALL STREET LIGHTING CONDUIT(TRENCHED),1-2"RPC WITH 1-#12 THWN GREEN LOCATE WIRE,ITEM 1131.01.07 94 INSTALL STREET LIGHTING JUNCTION BOX,TYPE S-40T/ADA,ITEM 1131.01,08 95 INSTALL STREET LIGHTING CONDUCTORS AS INDICATED,ITEM 1131.01.14 1. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR CONSTRUCTION DETAI,� AND INSTALLATION REQUIREMENTS. 2. INFORMATION SHOWN ON THIS SHEET IS ACCURATE FOR ILLUMINATION&TRAFFIC SIGNAL INTERCONNECT IMPROVEMENTS ONLY. 3. THE LOCATIONS OF LUMINAIRE POLE FOUNDATIONS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION. 4. INTERCONNECT AND LIGHTING CONDUIT MAY BE INSTALLED IN THE SAME TRENCH. 5. CONTRACTOR SHALL SCHEDULE INTERCONNECT WORK TO ENSURE THAT INTERCONNECT IS DISCONNECTED FOR A MAXIMUM OF 48 HOURS ON THE WEEKENDS ONLY. ILLUMINATION POLE 32(CIRCUIT#3) 90 6. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON INSTALL 1-2"RPC STA: 57+49.79,OFF: 44.50'L ILLUMINATION THE DRAWINGS PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES SHALL 93 95 2-#6 THWN(CKT#3) MAST ARM: 20' 93 INSTALL 1-2"RPC BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATIONS. 1-#6 THWN(GROUND) POLE HEIGHT: 40' / SPARE(INSTALL LOCATE WIRE) FOUNDATION TYPE C 7. LOCATIONS A EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, 82 CONDUITS,CABLES,ETC.SHOWN ON THE ILLUMINATION PLANS ARE APPROXIMATE ONLY. \ • • • • • • IT IS NOT THE INTENT OF THESE PLANS TO SHOW THE EXACT LOCATION OF ALL 83 94 • • B • • • • • UNDERGROUND UTILITIES AND STRUCTURES.IT IS THE RESPONSIBILITY OF THE ... • • • • • ..... • • • • • i • • • • CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES NTH THE •_ • _ _ • • •_ • • _ _ _ _ _ • — RESPECTIVE OWNERS.EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE P", f IL •_ " �'`� • —• •�`� REPAIRED AT THE CONTRACTORS EXPENSE. 8. THE CONDUIT LAYOUT SHOWN IS SCHEMATIC.THE CONTRACTOR SHALL MAINTAIN W APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. .. ... .. s..­ 2 w 9. GROUND THE ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF O x x x x x x x Q THE NEC. ~ EP EP ILLUMINATION 10. INSTALL ONE LOCATE WIRE(NO. 12 COPPER THWN,GREEN)IN EACH CONDUIT.WHERE cc NTERCONNECT OMMUNICATION T T T NTERCONNECT OMMUNICATION -T—T� LLl T NSTALL 1-2"RPC rr 0 MULTIPLE LOCATE WIRE EXISTS IN THE JUNCTION BOX,THEY SHALL BE BONDED LL 80 NSTALL 2-2"RPC 81 NSTALL 1-2"RPC —Eoc Poc 93 95 2-#6 THWN CKT#3) 80 INSTALL 2-2"RPC 81 NSTALL 1-2"RPC 0 TOGETHER AND INSULATED.A SINGLE LOCATE WIRE SHALL BE INSTALLED TO THE LLI SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) 1-#6 THWN((GROUND) SPARE(INSTALL LOCATE WIRE) SPARE(INSTALL LOCATE WIRE) o SERVICE PEDESTAL.ALL LOCATE WIRE IN CABINETS AND JUNCTION BOXES SHALL BE 0-1 O"""" Sew Sew Sew sew Sew Sew Sew Sew Sew saw LABELED AS"LOCATE WIRE"AND INSULATED FROM ALL METALLIC ITEMS AND GROUND O 58 57 58 59 1 — —:6 POTENTIAL SOURCES,INCIDENTAL TO BID ITEM 1131.01.07. O 11. EACH LUMINAIRE POLE SHALL BE LABELED WITH POLE NUMBERS PROVIDED BY THE L0 TV TV CITY OF MERIDIAN.LABELS SHALL BE 2"TALL WHITE NUMBERS/LETTERS ON A BLACK w BACKGROUND AFFIXED APPROXIMATELY 5'TO 6'ABOVE GRADE ON THE STREET SIDE w ILLUMINATION _ TV W ILL&I.TION W W Q •EP EP INSTALL 1-2"RPC -EP B Tv INSTALL 1-2"RP ILLUMINATION OF THE POLE. THE LABELS SHALL BE PLACED VERTICALLY SO THAT THE FIRST NUMBER 93 95 -#6 THWN(CKT#4) -s '��eP e e 2-#6 THWN(CKT#4 93 95 c 93 NSTALL 1-2"RPC IS ON TOP.CONTRACTOR SHALL COORDINATE WITH THE CITY OF MERIDIAN TO REQUEST 1-#6 THWN(GROUND) V —EP EP 1-#6 THWN(GROUND SPARE(INSTALL LOCATE WIRE) POLE NUMBERS,INCIDENTAL TO BID ITEM 1131.01.06. ZEP REMOVE AND SALVAGE EXISTING LUMINAIRE POLE AND FIXTURE TO THE CITY OF JILL MERIDIAN.CONTRACTOR TO REMOVE EXISTING CONCRETE FOUNDATION MINIMUM OF 18 _ _ _7MAST --� ---��--��� . ^v — — INCHES BELOW FINISHED GRADE,INCIDENTAL TO ITEM 1131.01.06. F INTERCEPT JUNCTION BOX INSTALLED WITH ACHD PROJECT NO.320036 WITH PROPOSED 94 . . 94 POLE 31 (CIRCUIT#4) 90 ILLUMINATION POLE 33(CIRCUIT#4) 90STA: 56+20.12,OFF: 45.00'R INSTALL 1-2"RP( STA: 58+80.12,OFF: 45.50'R ARM: 15' 93 95 2-#6 THWN(CKT#4) MAST ARM: 15' FOUNDATION HEIGHT: TYPE CI — � — � —1-#6 THWN(GROUND) —POLE TYPE C \� L E G E N D ILLUMINATION 93 95 INSTALL 1-2"RPC LUMINAIRE POLE&MAST ARM 2-#6 THWN(CKT#4) 1-#6 THWN(GROUND) SERVICE PEDESTAL JUNCTION BOX(TYPE S-40T/ADA) ® JUNCTION BOX(TYPE S-45T/ADA) ■ JUNCTION BOX(TYPE S-45T/ADA)WITH RISER CONDUIT GROUP 94 BID ITEM NOTE NUMBER �A PROJECT NOTE NUMBER 0 20' 40' SCALE: I"_ A ME ZIEIMINT, g5 NG 1a �� • S IT E = T - 1 - _ 1 4 Revisions: • S I G N A T U R E 5 Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Illumination & Interconnect Plan o 5 CON ON ' ' Ada County Highway District • 3775 Adaw s Stree, Booise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 47 Of 59 N O T E S 71 RETAIN AND PROTECT EXISTING SIGN 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: _ — — — — AP: ANGLE POINT ME MATCH EXISTING �E — _ — • . PC: POINT F CURVATURE PT: POINT OF TANGENCY �f�- — — L •�� PCC: POINT OF COMPOUND CURVATURE 73 74 R4-7 (24"x30") OM1-1 P{t 23 24+31,0'LT O V W W O 2 JT�YY Box 0 ° ,n rn O F V M F —EP EP EP EP EP EP EP EP EP EP EP—N Q W Q Z 6 W �~ 9 L E G E N D 21 22 23 6n w —IS — — I — — —W O 1 — — NI REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& c z 0 V PAVEMENT MARKING DETAILS EAGLE RD = EL +27 6 a _ _ LANE LINE U Q f Q — O (4"WHITE,7'STRIPE WITH 18'GAP) P EP EP EP EP EP EP F ~ CENTER LINE,NO PASSING ZONE F 2 Lu b 0 (DOUBLE 4"SOLID YELLOW) UL _ — OTWO-WAY LEFT TURN LANE 9 (4' SOLID YELLOW AND 4"YELLOW,7'STRIPE WITH 18'GAP) LANE LINE EXTENSION THROUGH INTERSECTION c G Q (4"WHITE,2'STRIPE WITH 6'GAP) ., ,. . CHANNELIZING LINE/BIKE LANE LINE 15 (8"SOLID WHITE) 23 v 0 16 LEFT EDGELINE(4"SOLID YELLOW) Z a 18 CROSSWALK w 4, O (24"SOLID WHITE,10'LONG WITH 4'GAP) 19 BAR (Z4-P SOLID WHITE) • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW YEYD "YIELD"WORD SYMBOL,WHITE :5� d4%_:2�n_ 0 20' 40' SCALE: 1"= 20' OCONON S IT E = T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 AdaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 48 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: • AP: ANGLE POINT ME: MATCH EXISTING • • � PC: POINT OF CURVATURE PT: POINT OF TANGENCY • ••• ••�• PCC: POINT OF COMPOUND CURVATURE . _ . _ . _ ._ ._ ._ ._ . _ . _ ._ ._ ._ . — . — . — . — . •••. _ . _ . — �. p 574 R4-7 73 74 R4-7 w (24%30") (24"00") EXISTING 70 OM1-1 m OM1-1 TRUCKS ENTERING HIGHWAY SIGN (18 08") (18"08") 23 23 26+65,22'LT 27+58,0'LT 28+76,D'LT F W _ _ _ W W W 2 = U O 10 LU LU ILL_ 16 2. 11 6 ILL W °C 9 L E G E N D — 28 co — I — -NIo REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& N PAVEMENT MARKING DETAILS Q f 16 EAGLE RD 2 11' +62 +72 16 a _ _ LANE LINE (4"WHITE,T STRIPE WITH 18'GAP) U TI 11' _ U O CENTER LINE, PASSING ZONE W � W (DOUBLE 4"SOLID YELLOW)Z Z _ _ TWO-WAY LEFT TURN LANE J — O9 SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) 2 _ . ,,..:. ..: .,,... .,-. .,_ ,.. ..:.... .�..,:.Q .. .,'.,....,,_.. .. .. .. ... , .l— .:. � LINE EXTENSION THRO CHANNELIZING LINE/BIKE LANE LINE (8"SOLID WHITE) 16 LEFT EDGELINE(4"SOLID YELLOW) o1l I4,I I I 18 CROSSWALK P/1 _ _ P/E _ P/L _ _ P/1 _ P/1 _ _ E _ _ /L _ _ L _ _ P/L _ _ 'L _ _ /L _ _ I I (24' SOLID WHITE,10'LONG WITH 4'GAP) STOP BAR 19 (24"SOLID WHITE) • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW Y EYD "YIELD"WORD SYMBOL,WHITE : � 0 20' SCALE: 1"=20' A Sg `1'G • S IT E - T - 1 - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 CO ON ' ' Ada County Highway District • 3775 Ada-s SacrhddaBooise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 49 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: • o 0 _ AP: ANGLE POINT ME: MATCH EXISTING • . ° z z o "'"� PC: POINT OF CURVATURE PT: POINT OF TANGENCY ••••• • • • tt7A u' PCC: POINT OF COMPOUND CURVATURE • • 73 74 73 74 R2-1 (40 MPH) 73 74 Rq_7 R4 7 70 EXISTINGN ,�, (30 556,) (24"x30") (24'x30") O 23 0M1_1 OM1 1 R2-1,S5-2 (18'x18") (18"x18') 31+77,20'LT 23 �� (24"x30") ' 30+13,0'LT 31+56,0 RT 32+50,331T I W LU W F = R81T cc: _ 3 R680' r+64,PCC 1 LU LL W rLU +65,PCC i W_ 16 9 16 +04,PC R691' +35,PT �f — �; L E G E N D O N - - - - _ ch REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& �+N� - •�' F PAVEMENT MARKING DETAILS N +18 EAGLE RD 4+12W" +04,PC R970' 75 ~ 7 Cn _ _ _ 3LANE LINE +19 W O (4"WHITE,7'STRIPE WITH 18'GAP) R981' Z O CENTER LINE,NO PASSING ZONE W 3 = _ (DOUBLE 4"SOLID YELLOW) Y O +36 PT Q — - — O TWO-WAY LEFT TURN YELLOW AND LAN T STRIPE WITH 18'GAP) .. ..�` _. U _ N; SECTION .� -. ;.. '� ' - ,4. �,� '- y s .• _ _ _ _ O (ANE LINE EXTENSION THROUGH INTER Q `".•EXISTING 70 T-, •,' ' ` 1 4"WHITE,2'STRIPE WITH 6'GAP) Zr S1-1,W16-9P .. G 29+21,21'RT - - - - - - - 70 EXISTING - - - - CHANNELIZING LINE/BIKE LANE LINE 23 W2-6 73 74 R3-8 R3-7R 73 74 11 15 (8"SOLID WHITE) (48"x48") 32+81,26'RT S1-1 73 74 (30"x30") M5_4 16 LEFT EDGELINE(4"SOLID YELLOW) (36"x36) D3-1 (24"A8") (36- (VARIES"x12") M5-6 W16_9P 2") W4-4P(MOD) (24"x18") 18 CROSSWALK -29+23,32'RT r �,'L - - - P"L -(30"A2") _ - � - - 31+52,31'RT - - �f� - - - �.f� - - �.f� J (24"SOLID WHITE,10'LONG WITH 4'GAP) 30+52,31"RT STOP BAR � 19 (24"SOLID WHITE) • • 20 ROUNDABOUT ENTRY MARKING ? (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW YEYD "YIELD"WORD SYMBOL,WHITE :5� d4%_:2�n_ 0 20' 40' SCALE: 1"= 20' OCONON S H E : T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 adaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 50 Of 59 MATCHLINE-STA:104+20-REFER TO SHEET 57 N O T E S 2F 1.2' 21 2.1' 16.8' 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 R108_' w 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 R700' 73 74 R1 2 (48'x48") •34+97 16 " \ 16 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 74 76 - 104+25 1 RT 94 LT 16 0 74 76 •\C�x /L �� �L � 76 ROADSIDE TRAFFIC SIGN INSTALLATION(TWO METAL POST),ITEM 1135.01.02 % D1-1D k R83' \ D1-1D P� (44'x18")- PO 104+31 15 104+36 (52%18") f � - - -��80-•--°�°-°-��'O f_34+56 40.2'LT 9RT O" x —ax—•--'� -�-�- --*�*- -$ *�_-*�=x-= 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH 104+48 �� 32'LT 104+26,21'LT THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 6 21'RT ' Y3 14 + 15 35L96 R1-2 73 74 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND R68 ,(48%48") __ __ __ _ _ _ _ _ __ _ __ _ STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT d015 \ - -�' -�' - - - - - - MARKINGS SHALL BE PAINT. 15 36+151 581T ui / - 104+57 _ % 1-1 . — . — • — • — 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, ,a aiuoao 39'LT _ R81T 34+68 1 3 •R1-2 73 74 1134.04.21. 64'LT veal 03 s •4�� ,o° 70 EXISTING .' ,DAc (48 x48) R3-7R 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF 18 �- .'EXISTING 70 _� 20 .36+12,18'LT �0 23 - - - PAVEMENT, ACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. SNS(2),51-1 w 37+56 29 LT NMMYY F 15 R828 34+72 R6 4A 74 76 Q 15 `;. 0 34+95,39'LT ( ') g 36+01 \ N 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, O R817' ^,- 54 LT ` j 48'x24' 70 EXISTING ? 35+29�,52N'LT R1 5' 4TLT +14,PC < 18 ITEM SSP 11400. F +68 15 ,16 �'35+81 35 LT R97' W N 3 - 16 - �MJ W 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) W R828' °° R73' I +07,PC W WILL BE FURNISHED BY ACHD. 73 74R1-2 2 19' o (� 36+OS O R861' 3 +04,PCC R1522' O`" 30'LT +37,PC +50 O 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR r? (48"x48") O R108' 15 +85,PT F TO INSTALLATION CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE 34+55,6'LT R97' +04,PCC PRIOR TO FIELD VERIFICATION. R850' R1511' cc LWL 18 .R108' R 74 76 74 76 R 19 2 +38,PC 0`■ -NLU 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING LL UJII ,� '.1._ry (48"x24") (48%24") R7 �. 16 +86, T - W P - AND PAVEMENT MARKING DETAILS. �NL R108 3' 16 R108' cc +91,PC 34+98,9'LT 35+71,20'LT 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 34 36 O N 10. NOMENCLATURES: M +92,PC R97 18 34+63 15 +05,PCC R1500' AP: ANGLE POINT ME: MATCH EXISTING _ 5'RT 0 18 +96 CJ PC: POINT OF CURVATURE PT: POINT OF TANGENCY �^ 15 R97' R948' 16 -[ EAGLE RD +05,PC� L F PCC: POINT OF COMPOUND CURVATURE (n 15 23 R68 +98,PC R ' 6 4A ,PCC W '' 48 x24") LU Z 27'RT 16 R937' 15 1. 74 76 O .,.,, ,o, _ � 20 '35+38,22'RT' �. z�.',`,� 3593 +41 +, ��� 98+43,PCC R4 EXISTING 70 R498' 23 105+71 T' C.) 36'RT 15 R4_7 14 35+96 S 15 U Q c 106+06,O'LT 38'RT R487' l < - - - - �•a - - 44'RT % k 105+78.06 s Ea le Rd r _ _ _ "L _ _ IL R68' e Taconic o, P3 105+78 70 EXISTING 73 74 R1-2 15 uP R1-5 (48"x48") ' 105+91 �'R68' I 10519'LT STOP ' 34+28,37'RT 34+58 35'RT,.,�. ° 16 28'RT R83' 13'LT - DI-1D 74 76 c ° © 0° °O 0. ° EXISTING 70 (44"x18") fFd © 0 © O O�© 1 20 SNS(2) 1 36+09, - - 0 0 35+68,58'RT� L E G E N D 0 0 0 0 63'RT 7 REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& R1-2 73 74,. 0 PAVEMENT MARKING DETAILS / 0 "AV') R398 16 R108 106+08) © .,,:� LANE LINE Q.�. (52 x18) 106+06,32'LT° 106+02,17RT� °� _ `a 0 — - — O (4' WHITE 7 STRIPE WITH 18'GAP) 0 ° °moo 0 © 00 73 74°V O (DOUBLE CENTER LINE,SOLIIDPYELLOW)ASSING ZONE R1-2 (48 x48) _ _ TWO-WAY LEFT TURN LANE +\ ° 18 2 16 18 106+01,5'LT — O (4' SOLID YELLOW AND 4"YELLOW,T STRIPE WITH 18'GAP) �' 13 R108 ON O (4' WHITE, STRIPE WITH 6'GAP) ON 16 23 ° _ _ _ _ 14 LANE LINE E EXTENSION THROUGH INTERSECTION 70 EXISTING'0 +48 PC W14-2 CHANNELIZING LINE/BIKE LANE LINE /106+10,29'RT 4 rv�- 15 (8"SOLID WHITE) i 0 0 6 // \QI i U T 16 LEFT EDGELINE(4"SOLID YELLOW) CROSSWALK ��.ii""✓✓ ( O i 23 Q 2,1' (24' SOLID WHITE,10'LONG WITH 4'GAP) BAR (24STOP SOLID WHITE) F— +85,PT O ROUNDABOUT ENTRY MARKING {.�RicRr wue 0 • (12"SOLID WHITE,2'LONG WITH 3'GAP) R398' : MUST _ 23 MULTI-USE PATHWAY CENTER LINE TURN Rich d (4"YELLOW,3'STRIPE WITH 9'GAP) EXISTING 70 ( • ` OQ I 5 16.5' 2' R3-7R 0© �I THRU/LEFT ROUNDABOUT ARROW �I R902' 107+25,33'LT 3NOZ I;Q EaC +15,PC 0 100HOS 73 74 R2-1 (25 MPH) 25, THRU/RIGHT ROUNDABOUT ARROW aN3 (30"06) / SS 2 �'jZ, 24"x30) THRU/LEFT TURN ARROW 11Wf1 107+40,30 RT 033dS 107+59 THRU ARROW 2 I ' T I Y EYD "YIELD"WORD SYMBOL,WHITE : � /+ 16.5' 9.2' 9'L20.6' • 107+59 0 20' 8'RT I ® 73 74 R4-7 SCALE: 1"= 20' (24%30") • OM1-1 EXISTING 70 • • (18"x18") R4-7 I A {'•�i 107+54,SRT I 107+59,O'LT _ .o`��SS NGf� • - - � - - - I - - - - s H E r 1 4 I Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 CO ON ' ' Ada County Highway District • 3775 Ada-s SacrhddaBooise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 51 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. • • Q S- ® 10. NOMENCLATURES: AP: ANGLE POINT ME: MATCH EXISTING • Q / Q PC: POINT OF CURVATURE PT: POINT OF TANGENCY 73 74 R3-8== . •� ®LU Y �m PCC: POINT OF COMPOUND CURVATURE _ 73 74 — (48"x48") 73 74 Q � (30"a30") 51-1 73 74 . _ . _ . _ . _ _ M5-4 R4-7 (3" (36"x36") "\ . _ . (24"x18°) (24"x30") 70 EXISTING s W16-9P \ 23 18")�5-6 OM1-1 51-1,W16-9P W4-4P(MOD) 41+49,3 y\ (24"x18") ( (18"x18") 40+96,18'LT 41+49,32'LT \ 23 39+92,33'LT �� 39+86,1'LT - (30"x12") y 40+99,32 LT \ - Lo LU - W (A R1522' 15 6n O +44,PRO Q Er r R1432' F Er 7:: R1511' 16 W �+44,PRO ` R,443' +49,PT 9 EAGLE RD 3 L E G E N D 40 41 42 N N - - - �— - - — - - - - 1 - - - - I REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& + R1500' 16 +43,PRO N PAVEMENT MARKING DETAILS R1454' +90 _ C4 Q _ T R1454' +49,PT - _ _ 3 T LANE LINE R1489' +42,PRCJ1 f F — O (4"WHITE, STRIPE WITH 18'GAP) R1465T' W O CENTER LINE,NO PASSING ZONE LU (DOUBLE 4"SOLID YELLOW) Z Z_ _ J ''� �` �``" - J — OWAY LEFT TURN LANE SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) :. z g o O — - - — SECTION = 4 W 7 AP 77 U LANE LINE EXTENSION THROUGH INTER Q m 43 r Q 14 (4' WHITE 2 STRIPE WITH 6'GAP) moo (n 73 74 - - - - - - /L - - � (HANNELIZING LINE/BIKE LANE LINE R2-1 (40 MPH) 23 70 1 8"SOLID WHITE) EXISTING (30%36") — R2-1,S5-2 S5-21 � 16 LEFT EDGELINE(4"SOLID YELLOW) 38+44,24'RT (24"00") 38+50,24'RT _ 18 CROSSWALK P"E - - P"E - - �� - - �= - 24 SOLID WHITE,10 LONG WITH 4 GAP 19 BAR (Z4-P SOLID WHITE) • • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW YEYD "YIELD"WORD SYMBOL,WHITE :5� d4%_:2�n_ 0 20' 40' SCALE: 1"= 20' OCONON S I+ E = T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 AdaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 52 Of 59 N O T E S 72 RELOCATE ROADSIDE SIGN,ITEM 1135.01.07 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.(1.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: AP: ANGLE POINT ME: MATCH EXISTING PC: POINT OF CURVATURE PT: POINT OF TANGENCY PCC: POINT OF COMPOUND CURVATURE 72 EXISTING 9 SINS 23 46+73,451T v RAN _ — _ _ F- W — — W:.. .'. LU ., '• W 2 Cl) U) H WLL W 9 +47 EAGLE RD 6 +27 9 LL L E G E N D coo — — — — — — — o REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& N + PAVEMENT MARKING DETAILS OLANE LINE (4"WHITE,7'STRIPE WITH 18'GAP) F 7 CENTER LINE,NO PASSING ZONE lL^ 3 O (DOUBLE 4"SOLID YELLOW) LU z Z _ _ TWO-WAY LEFT TURN LANE J — O SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) J 4 W 7 AP U LANE LINE EXTENSION THROUGH INTERSECTION Q - .::' ..: .:`'. .. _ O (4"WHITE,2'STRIPE WITH 6'GAP) — — i• — — — — — — — — — — — — — — — — — — • — — 15 (HANNELIZING LINE/BIKE LANE LINE •� 43 : •� O 8"SOLID WHITE) • • 16 R4- 73 74 LEFT EDGELINE(4"SOLID YELLOW) 73 74 R4-7 (24"x30") (24x30") OM1-1 CROSSWALK OM1-1 18 � _ _ _ _ � _ _ _ _ � _ _ _ _ � _ _ _ _ L _(18"x18 � � ") (24"SOLID WHITE,10'LONG WITH 4'GAP) 413+51,0'RT 46+23,0'L f 19 OSTOP BAR (24"SOLID WHITE) • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW Y EYD "YIELD"WORD SYMBOL,WHITE : � 0 20' 40' SCALE: 1"= 20' OCONON S H E = T - I - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 AdaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 53 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST—MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: • . • AP: ANGLE POINT ME: MATCH EXISTING • • PC: POINT OF CURVATURE PT: POINT OF TANGENCY ••••• . ••�• PCC: POINT OF COMPOUND CURVATURE . _ . _ . _ . _ . _ . • _ . _ . _ . _ . — R4-7 73 74 R4-7 73 74 (24"00") (24"00") OM1 OM OM "xI —8") 23 (18%"x18 47+49,0'RT 48+62,0'LT y C0 — — — — le WLU Cn 2 0 O Ir W W W f 9 6 EAGLE RD W 4s —49 — — —50 — — — —51 — L E G E N D — o — — — — — — — 1 — — e — O REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& o— — — } PAVEMENT MARKING DETAILS V LO LANE LINE F +45 16 �— +66 +33 s Ea le ee Q — — — O (4"WHITE,T STRIPE WITH 18'GAP) c Rincon n F OCENTER LINE,NO PASSING ZONE (DOUBLE 4"SOLID YELLOW) z^ STOP 70 EXISTING w SNS(2),R1-1 19 Z_ _ _ _ TWO—WAY LEFT TURN LANE J O9 SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) 2 .:.... 0+90 ,5 51+21,53'RT J (4" W 7' AP 36'RT Z LANE LINE EXTENSION THROUGH INTERSECTION Q +80 7 Q 14 (4"WHITE,2'STRIPE WITH 6'GAP) 16 15 (8ASOEDIZI LINE/BIKE LANE LINE 23 " T 6w- I I I I I 73 74 16 LEFT EDGELINE(4"SOLID YELLOW) 9 73 74 R10 15(R)MOD 25 25.1' SNS EAGLE RD L J L, ( ) 18 CROSSWALK (30'x30") 16 50+90 (VARIES_X12") ^1I V1 I I (24"SOLID WHITE,10'LONG WITH 4'GAP) _ _ P/L — — — — �f� — — — — P`E — — p"E — — P, 50+16,33'RT 76'RT 7 Ii{- u�T (SNS VAR ESIN'ON)SO STOP BAR a 73 74 R1-1 19 (24"SOLID WHITE) W11-2 W11-2 (36"06") 8 (36%36") C1 (36%36") 51+32,37'RT _ _ _ _ _ (24%12') ROUNDABOUT ENTRY MARKING ,&' i W16-7PL z W16-7PL s Ea lexa 20 (12"SOLID WHITE,2'LONG WITH 3'GAP) (24%12') 50+56,47'RT O 51+21,70'RT e Rincon 23 MULTI—USE PATHWAY CENTER LINE Z STOP ,�, (4"YELLOW,3'STRIPE WITH 9'GAP) THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW Y EYD "YIELD"WORD SYMBOL,WHITE : � 0 20' SCALE: 1"=20' A Sg `1'G • S IT E - T - 1 - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 CO ON ' ' Ada County Highway District • 3775 AdawwwSachddaB.ise9 Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 54 Of 59 N O T E S 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACED. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACED PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACED TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: AP: ANGLE POINT ME: MATCH EXISTING PC: POINT OF CURVATURE PT: POINT OF TANGENCY • . PCC: POINT OF COMPOUND CURVATURE • R4-7 73 74 (24%30") OM1-1 23 (18"x18") 52+54,0'RT F W r W W U) O O LI 9 +50 6 EAGLE RD w —52 53 s, °Ciu) L E G E N D 1 — — — — - NIA a REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& � + PAVEMENT MARKING DETAILS N Lp LANE LINE F� �47 6 Q — — — O (4"WHITE,7'STRIPE WITH 18'GAP) O CENTER LINE,NO PASSING ZONE Z (DOUBLE 4"SOLID YELLOW) Z _ _ TWO-WAY LEFT TURN LANE J — O SOLID YELLOW AND 4 YELLOW, STRIPE WITH 18 GAP) J (4' W 7' AP U = U — '.;� _ _ _ _ LANE LINE EXTENSION THROUGH INTERSECTION ,. , 14 (4"WHITE,2'STRIPE WITH 6'GAP) ' s. . +01 � _ _ _ _ _ _ _ _ � _ _ O CHA SOLIDI HI LINE/BIKE LANE LINE 15 (8"SOLID WHITE) 23 16 LEFT EDGELINE(4"SOLID YELLOW) 16 01l I4'I I I 18 CROSSWALK (2SOLID WHITE,10'LONG WITH 4'GAP) CAB P — — Pf1 P/E P/= P['1 — P/1: /L [/L — — P"L P", PA P, — P'L y f STOP BAR 19 (24"SOLID WHITE) • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW Y EYD "YIELD"WORD SYMBOL,WHITE : � 0 20' 40' SCALE: 1"= 20' OCONON S H E = T - 1 - _Revisions: • S I G N A T U R E 5Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan ' ' Ada County Highway District • 3775 AdaWwWSachddaBooioe, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 55 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 72 RELOCATE ROADSIDE SIGN,ITEM 1135.01.07 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING AND PAVEMENT MARKING DETAILS. 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. 10. NOMENCLATURES: ❑ AP: ANGLE POINT ME: MATCH EXISTING �p a PC: POINT OF CURVATURE PT: POINT OF TANGENCY �p 5� PCC: POINT OF COMPOUND CURVATURE 55 3 74 70 EXISTING R2-1 (40 MPH) EXISTING 72 23 R2-1 (30"'x36") ADOPT A HIGHWAY 58+32,19'LT 58+32,311T 59+23,311T - - - - - - - - �f� - - � - - - W 7, W 2 0` Lu _ �� — — — — 16 EAGLE RD 57 — — L E G E N D 0c0 NL - - 1 - - REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& +w +78,ME PAVEMENT MARKING DETAILS LANE LINE (4"WHITE,7'STRIPE WITH 18'GAP) CENTER LINE,NO PASSING ZONE W O (DOUBLE 4"SOLID YELLOW) O TWO-WAY LEFT TURN LANE = g • 9 (4 SOLID YELLOW AND 4"YELLOW,7'STRIPE WITH 18'GAP) • • :' �_. ,.} - - �+- i •� O LANE LINE EXTENSION THROUGH INTERSECTION T *. .: - ..: "' . - _ - • --�- (4"WHITE,2'STRIPE ITH AN'GAP) P E _ _ � _ P . _ PIE _ _ � _ � _ EXISTING 70 _ R4 7 73 74 --3------- — 15 CHANNELIZING LINE/BIKE LANE LINE 23 o W2-6,SNS T (24"x30") O (8"SOLID WHITE) W2-6 58+54,19'RT' — J OM1-1 16 LEFT EDGELINE(4"SOLID YELLOW) 73 74 (30%30") (18 x18) O D3-1 58+96,0'LT T (VARIES"x12") �_ I I ,I I I 18 CROSSWALK _ P/E _ P/L _ P/L _ W4-4P(MOD) i 4 (24"SOLID WHITE,10'LONG WITH 4'GAP) �� - - �� - - - - �� (30"X12")�� - STOP BAR 58+53,32'RT 19 STOP SOLID WHITE) ROUNDABOUT ENTRY MARKING • 20 (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW THRU ARROW YEYD "YIELD"WORD SYMBOL,WHITE :5� d4%_:2�n_ 0 20' SCALE: 1"=20' A Sg `1'G • S IT E - T - 1 - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 CO ON ' ' Ada County Highway District • 3775 Ada-s SacrhddaBooise, Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 56 Of 59 N O T E S 70 REMOVE&SALVAGE ROADSIDE SIGN(DELIVER TO ACHD,ITEM 1135.01.06 73 ROADSIDE TRAFFIC SIGN INSTALLATION(ONE METAL POST),ITEM 1135.01.01 74 FURNISH ROADSIDE SIGN FACE,ITEM 1135.01.05 1. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE 2009 MUTCD AND 2004 SHS FOR SIGNING AND PAVEMENT MARKING DETAILS. 2. ALL ASPHALT PAVEMENT MARKING SYMBOLS,WORDS,CROSSWALKS,YIELD BARS AND STOP BARS SHALL BE THERMOPLASTIC,ITEM 1134.05.21.ALL REMAINING PAVEMENT MARKINGS SHALL BE PAINT. 3. FOR CONCRETE PAVEMENT AREAS,ALL PAVEMENT MARKINGS SHALL BE TAPE, 1134.04.21. 4. PAVEMENT MARKING DIMENSIONS SHOWN ARE FROM LIP OF GUTTER,EDGE OF PAVEMENT,FACE OF MEDIAN CURB AND TO THE CENTER OF THE PAVEMENT MARKING. 5. CONTRACTOR SHALL COMPLETELY OBLITERATE ALL CONFLICTING PAVEMENT MARKINGS, ITEM SSP 11400. 6. SIGN POSTS AND HARDWARE FOR INSTALLING POST-MOUNTED SIGNS(ITEM 1135.01.01) WILL BE FURNISHED BY ACHD. 7. THE LOCATIONS OF POST MOUNTED SIGNS SHALL BE FIELD VERIFIED BY ACHD PRIOR TO INSTALLATION.CONTRACTOR SHALL PROVIDE ACHD TWO WORKING DAYS NOTICE PRIOR TO FIELD VERIFICATION. LJ,J 8. REFER TO ACHD STANDARD TRAFFIC DETAILS(TS SERIES)FOR ADDITIONAL SIGNING dOlS > AND PAVEMENT MARKING DETAILS. Q • . 9. STOP CONTROL FOR ALL SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES. iQ ala0aD1 3 Q ��• «r opn!oZs dOlS J •� NO 10. NOMENCLATURES: SNS(ZAIVCLA AVE) AP: ANGLE POINT ME MATCH EXISTING VARIES%12" ! lR4-7 73 74 PC: POINT F CURVATURE PT: POINT OF TANGENCY ( ) Z (24%30") / PCC: POINT OF COMPOUND CURVATURE �r opnio SNS(TARIES" DR) Q EXISTING 70 OM1-1 6 (VARIES'x12") 70 EXISTING N R2 1 R1-1 (18"x18") R1-,SNS 103+42.5'LT (2) 103+70 33 LT z o w (36'x36") 102+78,511T 23 N w 0 102+62,431T 19 73 74 R2-1 (25 MPH) ".:C ,:i.•� , , (30%36") T / - 1 8" (24"x30") 102+98 = +50 W 6 102+50,21 LT �` ,�, = 451T 16 = 18 - 16 16R700' N. LL +32 LL R7oo' TACONIC DR +7os,Pc 6 W +79 +28.2,PG o L E G E N D cc 101 102 103 104 '� R108' CV +74 +31,PT It R108 REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING& Ili PAVEMENT MARKING DETAILS 16 +67,PC R500' _ 16 18 — %-� r LANE LINE ` H — — — O (4"WHITE,7'STRIPE WITH 18'GAP) +45 7 CENTER LINE,NO PASSING ZONE 16 DILI (DOUBLE 4"SOLID YELLOW) O * TWO LEFT TURN LANE EP ± EP EP 102+99 =_ J — 9 _ EP EP—EP Taconic _ 44'RT 19 = s Zaivcla» U (4' SOLID YELLOW AND 4"YELLOW,T STRIPE WITH 18'GAP) 0 `7 EP P _ e Tacoc o, 23 16 � Q _ _ _ _ LANE LINE EXTENSION THROUGH INTERSECTION $. 73 74 W2-6 E EE�EP EP ., a (4"WHITE,2'STRIPE WITH 6'GAP) 6^ 10" 30'x3-1 ." EP STOP P EP— CHANNELIZING LINE/BIKE LANE LINE s Zaivcla e,� _ D3-1_ r. • 12 73 74 15 (8"SOLID WHITE) (VARIES'X12") ,a" • e c Taconic a SNS(ZAIVCLA AVE) 73 74 �R2-1 (48%48") LEFT EDGELINE(4"SOLID YELLOW) _ 101+50,21'RT —'� 1: — — (VARIES"x12")O 16 STOP SNS(TACONIC DR) 104+17,30'RT (VARIES"x12") 18 CROSSWALK EXISTING 70 R1-1 R1-1,SNS(2)�0-(36%36") , ^� 4' (24' SOLID WHITE,10'LONG WITH 4'GAP) 103+21,59'RT 103+33,42'RT f, STOP BAR 19 (24"SOLID WHITE) • • 20 ROUNDABOUT ENTRY MARKING (12"SOLID WHITE,2'LONG WITH 3'GAP) 23 MULTI-USE PATHWAY CENTER LINE (4"YELLOW,3'STRIPE WITH 9'GAP) • THRU/LEFT ROUNDABOUT ARROW THRU/RIGHT ROUNDABOUT ARROW THRU/LEFT TURN ARROW �111 THIRD ARROW Y EYD "YIELD"WORD SYMBOL,WHITE 0 20' SCALE: 1"= 20' A Sg `1'G • S IT E - T - 1 - _ 1 4 Revisions: • S I G N A T U R E S Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Signing & Pavement Marking Plan Jo 5 O ' ' Ada County Highway District • 377s AdawwwSachdd ON aBOoise, Idaho, 83714 • C Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 57 Of 59 T Y P I C A L S I G N I N S T A L L A T I O N N O T E S l l__1 I 1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DETAILED CONSTRUCTION PHASING Flasher AND TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO CONSTRUCTION.THE Flag TRAFFIC CONTROL PLAN SHOWN ON THIS SHEET IS A TYPICAL SETUP FOR THE EAGLE Flag RD,LAKE HAZEL RD TO AMITY RD PROJECT,WHICH MAY BE ACCEPTED BY THE CONTRACTOR.HOWEVER,THE CONTRACTOR IS ENCOURAGED TO DEVELOP THEIR OWN Sign PLAN TO FIT OPERATIONS. to 12 From yORK Primary Frain 2. NIGHT WORK WILL ONLY BE ALLOWED NTH PRIOR APPROVAL FROM ACHD.CONTRACTOR Pavement' 6 Wolk, AHEADTO THHEREQUEST APPROVEDPQUANTTY FOROVAL A RMUM NIGHT WORK LIGHTING WILL BE PAIDEKS PRIOR TO TFOR WORK BY ITEM SSP VICTORY RD E30ck, fro d Face Sign 11008. or 2 dory Of OOrb 1�pH SBoon 3. ALL STOP CONTROLLED INTERSECTIONS WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL TIMES. THIS MAY REQUIRE REMOVING AND RESETTING THE EXISTING SIGNS DURING CONSTRUCTION.IF REQUIRED ALL WORK ASSOCIATED WITH REMOVING AND RESETTING SHALL BE CONSIDERED INCIDENTAL TO OTHER TRAFFIC CONTROL ITEMS. 4. A MINIMUM OF ONE 11-FT TRAVEL LANE IN EACH DIRECTION SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE APPROVED BY ACHD. 5. ALL PRIVATE DRIVEWAYS SHALL REMAIN OPEN AND ACCESSIBLE DURING CONSTRUCTION. DURING CONSTRUCTION OF PRIVATE DRIVEWAYS,THE CONTRACTOR SHALL WORK WITH THE LANDOWNER TO ALLOW ACCESS. 2'(Min) 6. TAPER LENGTHS AND CONSTRUCTION TRAFFIC CONTROL DEVICES SHALL MEET OR EXCEED THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD), AS ADOPTED BY THE STATE. 7. DISTANCES BETWEEN SIGNS ARE MINIMUMS.SOME ADJUSTMENTS MAY BE NECESSARY IN THE FIELD DEPENDING ON CONDITIONS ENCOUNTERED. A D V A N C E W A R N I N G S I G N S 8. CONSTRUCTION SIGNING THAT IS NOT IN USE SHALL BE COMPLETELY COVERED OR ❑� 1 6 T ❑❑T REMOVED FROM THE ROADWAY AND SIDEWALKS. NOTE: SIGN NUMBERS ARE SPECIFIC TO THIS SHEET ONLY 9. ACHD MAY REQUIRE MODIFICATIONS TO THE PHASING AND TRAFFIC CONTROL PLANS IN 2 ❑6 3L ❑2 ❑6 = 3R Ell 1 THE FIELD TO MINIMIZE DISRUPTION TO TRAFFIC. T ❑❑ ROAD 10. ALL SIGNS SHOWN SHALL BE CLASS"B"AND POST-MOUNTED UNLESS OTHERWISE 6 T 5 6 6 6 DETOUR DETOUR Mq-g APPROVED. . 00 •� AMITY RD 00 ❑ CLOSED ❑2 ❑3 DETOUR 24"x12 AHEAD AHEAD _ � � M6-3 11. ALL TRAFFIC CONTROL DEVICES USED FOR NIGHT WORK SHALL HAVE CLASS B '- 3R ❑5 r M4-9 L OR R 4 21"x15" RETROREFLECTIVITY AND MOUNTED FLASHERS. LIGHT STATIONS ARE REQUIRED FOR T ❑❑ O 1 3L ❑5 30(L O ) NIGHT WORK. FLAGGER STATIONS FOR NIGHT WORK MUST BE LIT IN ACCORDANCE WITH _ _ MUTCD REQUIREMENTS. ❑1 ❑2 3R 3L 12 D 3R 48 0x48 82048 12. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED INCIDENTAL TO OTHER ❑6 ❑6 ❑6 ❑5 6 TRAFFIC CONTROL ITEMS. J 13. THE CONTRACTOR SHALL ACCOMMODATE THE NEEDS OF PEDESTRIANS IN THE CONSTRUCTION AREA AND SHALL MAINTAIN EXISTING PEDESTRIAN FACILITIES,INCLUDING ROAD CLOSED PEDESTRIAN RAMPS.TEMPORARY PEDESTRIAN RAMPS AND CROSSINGS SHALL BE Q EAGLE RD NB EAGLE RD SB ❑7 TO ROAD CLOSED PROVIDED WHERE NECESSARY TO PROVIDE A SAFE TRAVEL PATH.THIS MAY REQUIRE w w LOCAL TRAFFIC ONLY PEDESTRIAN DETOUR ROUTES AND SIGNING AS DIRECTED.TEMPORARY FACILITIES SHALL J SUPPLEMENTAL SUPPLEMENTAL THRU TRAFFIC BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT NTH THE 7 11 Q 24"x12" 24%12" R11-3c FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY.REFER TO ACHD STANDARD Ril-4 Q (60"x30") (611 3 o TRAFFIC CONTROL TEMPLATES,DETAILS TC-200 TO TC-204.IN ADDITION TO TEMPORARY MOUNTED ON MOUNTED ON RAMPS AND CROSSINGS,ACCOMMODATIONS MAY INCLUDE BUT ARE NOT LIMITED TO Q w BARRICADE TYPE III BARRICADE TYPE III BARRICADES,FLAGGING,AND SAFETY FENCE(ITEMS NOT INDIVIDUALLY IDENTIFIED IN THE BID SCHEDULE SHALL BE CONSIDERED INCIDENTAL TO OTHER TRAFFIC CONTROL BID Le 7 11 > ITEM). LLJ O 14. FLAGGERS SHALL ONLY BE ALLOWED UNDER THE DIRECTION OF ACHD. O O U 7 (MIN) J � 3R CONSTRUCTION ZONE 3R 2 1 ❑5 8 9 10 11 5 5 5 U r "I'll " EAGLE ROAD L E G E N D ❑6 -I _ 12 � I 3L 6 3R 6 wI DETOUR 1O WILL BE CLOSED 11 3L XX/XX TO XX/XX s ❑ LAKE HAZEL RD._ �• ❑q ❑5 M4-10(L OR R DETOUR ROUTE ❑3 ❑5 II 3L MOUNTED ON 72 x30" _ DIRECTION OF TRAVEL BARRICADE TYPE III ❑ El ❑5 ❑2 ❑5 E] ❑ E5 TYPE III BARRICADE 5 SINGLE POST SIGN,ITEM 1103.4.1.8.1 � 2 ❑5 �♦ TYPE III BARRICADE,ITEM 1103.4.1.C.1.0 ❑1 ❑5 �- 1 5 96 1 5 O')Project Sponsered By _ z w NAME OF PROJECT 0i (a')A description of project (2")Comracror: Comgeuo ce:lvaa soul (3")For Information Call ACHD at 387-6280 WHITE BACKGROUND WITH BLACK LETTERS AND 1" BLACK PERIMETER LINE.PROJECT NAME WILL HAVE A Yz"BORDER.SIGN WILL BE MADE OF Y4" BILL BOARD PLYWOOD OR TRAFFIC SIGN ALUMINUM. SIGNS FROM PREVIOUS PROJECTS WITH APPROPRIATE LETTER CHANGES MAY BE USED IF APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.ATTACH TO TYPE III BARRICADE OR - INSTALL WITH 2-4X4 POSTS. INFORMATIONAL SIGN COLUMBIA RD A NOT TO SCALE Detour Signing Plan for Eagle Rd Closure __ asa� . Scale: NTSs N E = r - I - _Revisions: • S I G N A T U R E SDesi n B PRECISION Date: 07 2022 Drawn B PRECISION Date: 07 2022 Detour Plan9 y y CO Ada County Highway District • 3775 Adarns SachddaBooioeg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 58 Of 59 CONSTRUCTION SIGNS N O T E S NOTE: SIGN NUMBERS ARE SPECIFIC TO THIS SHEET ONLY J II ( 1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DETAILED CONSTRUCTION PHASING 'm AND TRAFFIC CONTROL PLAN TO ACHD FOR APPROVAL PRIOR TO CONSTRUCTION.THE TRAFFIC CONTROL PLAN SHOWN ON THIS SHEET IS A TYPICAL SETUP FOR THE EAGLE RD,LAKE HAZEL RD TO AMITY RD PROJECT,WHICH MAY BE ACCEPTED BY THE SIDEWALK CONTRACTOR.HOWEVER,THE CONTRACTOR IS ENCOURAGED TO DEVELOP THEIR OWN DETOURPLAN TO FIT OPERATIONS. CLOSED II 2. CONSTRUCTION PHASING PRESUMES CONTRACTOR WILL PROVIDE TEMPORARY PEDESTRIAN 39-9 M4-9b(R&L) W11-2 ACCESS ROUTE DURING EACH PHASE WHILE CURB AND SIDEWALK IMPROVEMENTS ARE (24"x12") (30"x24") (30"x30") JR BEING CONSTRUCTED.ONCE CONSTRUCTED,PEDESTRIANS CAN BE MOVED TO NEW SIDEWALK. �4 V • O 3. TEMPORARY SURFACE MOUNTED CHANNELIZERS SHALL BE USED TO DELINEATE TRAVEL Q DIRECTIONS THROUGH THE WORK ZONE WHEN NECESSARY,ITEM 1134.10.02.A. SIDEWALK CLOSED w O� 4. ALL STOP CONTROLLED INTERSECTIONS WITHIN THE PROJECT LIMITS SHALL BE F MAINTAINED AT ALL TIMES. THIS MAY REQUIRE REMOVING AND RESETTING THE EXISTING USE OTHER SIDE SIGNS DURING CONSTRUCTION.IF REQUIRED,ALL WORK ASSOCIATED WITH REMOVING AND W16-7P(R&L) R9-10(R&L) RESETTING SHALL BE CONSIDERED INCIDENTAL TO OTHER TRAFFIC CONTROL ITEMS. (24'x12") (24"x12") "m 5. ALL CONSTRUCTION SIGNS,TAPERS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD), AS ADOPTED BY THE STATE. 6. ALL SIGNS SHALL BE CLASS"B"AND POST-MOUNTED UNLESS OTHERWISE APPROVED. II 7. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED AS INCIDENTAL TO OTHER TRAFFIC CONTROL ITEMS. II 8. CONSTRUCTION SIGNING THAT IS NOT IN USE SHALL BE COMPLETELY COVERED OR REMOVED FROM THE ROADWAY AND SIDEWALKS. I • 9. REFER TO ACHD TRAFFIC CONTROL DETAIL TC-203A FOR DETAILS REGARDING TEMPORARY CURB RAMPS: SEE TC-203B FOR DETAILS REGARDING TEMPORARY IMPACT BARRIER. II ,+� 10. PRIVATE DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIMES.THE CONTRACTOR „p�o SHALL WORK WITH THE LANDOWNER TO ALLOW ACCESS. 11. TRAFFIC CONTROL PLAN MAY BE MODIFIED IN THE FIELD BY ACHD. 12. ADDITIONAL SIGNING MAY BE REQUIRED AS DIRECTED BY ACHD. oo• 13. TYPE II BARRICADES WITH KICKPLATE SHALL HAVE TYPE A FLASHERS IF CONDITIONS DICTATE THE PEDESTRIAN DETOUR REMAIN IN EFFECT AT NIGHT. o° 14. R9-9 AND M4-9B SIGNS MAY BE MOUNTED TO TYPE II BARRICADES. h 2 ° 15 TEMPORARY ASMINMUMAVING FOR TEMPORARY PEDESTRIAN ACCESS ROUTE TO BE 5' PREFE2 3 4 G G G 2 UP EP EP P µ — P W w TEMPORARY CROSSWALK, w w TACONIC DR ITEM SSP 11450 0 EP\ 4 ° $EP EP E' 2 > ' 1 2 L E G E N D EP • EP — — EP ( REFER TO ACHD STANDARD TRAFFIC DETAILS TS-1112&TS-1113 FOR STRIPING&PAVEMENT .�8°�� ' 2 MARKING DETAILS •: ° TEMPORARY PEDESTRIAN ROUTE x ` . • .°�.�° o° o � TEMPORARY ASPHALT SIDEWALK,ITEM SEE 08104 $ :vo WORK AREA-CLOSED TO TRAFFIC SINGLE POST SIGN,ITEM 1103.4.1.B.1 oo TYPE II BARRICADE,ITEM 1103.4.1.C.1.B 07 LI � I 4 I a x°` I • 3 i°} 3 4 °—• ° i 0 T° Il TEMPORARY CROSSWALK, 3 2 . ill ITEM ESP 11450 4 it°o$ NOT TO SCALE A Sg `1'G • S H E = T - I - - _ 1 4 Revisions: • S I G N A T U R E S Pedestrian Detour Plan Design By: PRECISION Date: 07/2022 Drawn By: PRECISION Date: 07/2022 Jo 5 CO ON Ada County Highway District • 3775 Adanns SacrhddaBooiseg Idaho, 83714 • Project Number: 521043 Project Name: Eagle Rd, Lake Hazel Rd To Amity Rd Sheet 59 Of 59 to CONSTRUCTION NOTES w x 01. THE CONTRACTOR SHALL PREPARE A STORMWATER MANAGEMENT PLAN FOR THE PROJECT AND OBTAIN ALL —>• —� 2 —� F- APPROVALS NECESSARY TO MEET THE REQUIREMENTS OF THE N NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM a x (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) AND/OR Eagle Rd. CONSTRUCTION SITE DISCHARGE CONTROL (CSDC) PROGRAM _� —� 2 pp AS REQUIRED FOR THIS PROJECT. ITEM SSP-06013 - / ± 2. THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AS NECESSARY FOR THIS PROJECT. SEDIMENT CONTROL AaaA� a INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND .a 0• O° O • p INSTALLING UNDERWATER SEDIMENT CONTROL MATS z (SEDIMAT BY HY—TEX OR APPROVED EQUAL) IN TEN MILE � CREEK DOWNSTREAM OF THE CONSTRUCTION ACTIVITIES. x ITEM 1001.4.1.A.1 p 1 3. THE CONTRACTOR SHALL PROVIDE A STAGING AREA (OR AREAS) AS NECCESSARY FOR THE WORK IN ACCORDANCE MATCH LINE STA. — TACONIC SEE SHEET 2 WITH IDAHO DEQ CATALOG OF STORMWATER BMP'S #2. LOCATION OF THE STAGING AREAS SHALL BE DETERMINED o BY THE CONTRACTOR. THE CONTRACTOR SHALL BE ::6— RESPONSIBLE FOR OBTAINING PERMISSION TO USE ANY AREAS OUTSIDE THE RIGHT—OF—WAY. ITEM 1001.4.2.A.1 E 0 0 4. THE CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION 2 1 ENTRANCES DURING EACH STAGE OF CONSTRUCTION. w 3 STABILIZED CONSTRUCTION ENTRANCES SHALL BE PER IDAHO 0 o DEQ CATALOG OF STORMWATER BMP'S #5a. THE ® m CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL • ^^^ .°�B 1 STABILIZED CONSTRUCTION ENTRANCES. ITEM 1001.4.2.B.1 sn r�am uc tj _ = 5. THE CONTRACTOR SHALL INSTALL STRAW WATTLES AT THE (n fn LOCATIONS SHOWN PER IDAHO DEQ CATALOG OF — rn STORMWATER BMP'S #24, ITEM 1003.4.1.G.1 g, THE CONTRACTOR SHALL INSTALL CATCH BASIN INSERTS PER w —� 2 w IDAHO DEQ CATALOG OF STORMWATER BMP'S #42. CATCH (n 0 O rn BASIN INSERTS SHALL BE INSTALLED IN ALL EXISTING AND 4 -- NEW INLETS WITHIN THE CONSTRUCTION AREA. AT LOCATIONS 2 y WHERE AN EXISTING INLET IS REPLACED WITH A NEW INLET o ' a Eagle Rd. 2 + THE CATCH BASIN INSERT SHALL BE INSTALLED IN THE + 2 Eagle Rd. M EXISTING INLET THEN RELOCATED TO THE NEW INLET AFTER IT IS CONSTRUCTED. CATCH BASIN INSERTS SHALL BE N INSTALLED IN THE FIRST INLETS ON SIDE STREETS DOWNSTREAM OF THE CONSTRUCTION AREA. w 0 Z ITEM 1006.4.1.C.1 z — ,mom J o 17=1 J 2 s aae iaa � x it a«c LEGEND I E 0 STRAW WATTLE, ITEM 1003.4.1.G.1 i �2 CATCH BASIN INSERT, ITEM 1006.4.1.C.1 i MATCH LINE STA. — TACONIC SEE SHEET 2 F STORMWATER FLOW DIRECTION UJI > '• C� n,a,«ao N n,a,u,m p s„a,wm, G wam waeu�srr mar aewa uc m nxao,r semr I� m,e rj a C 1 c�. .aac as .aac as w w • 1 10 N x LF w rn N gn low (wn 2 2 O Eagle Rd. 2 o 2 CIVIL PObLt SURVEY CONSULTANTS,INC �ii bw„n m t5 Consulting Engineers and Land Surveyors Z Meridian,ID • Phone:888-4312 J e vcaHc osc — J 100 GC -- — ---�-- — G ao 60 80 1 elC�\2 1 I Plan Scale �SS\ONAL F CSC PROJECT NO.:20037 �oC .�0%STp�� CSC DRAWING FILE:SWPPP—E°le Rd.dw • D E T A I L T I T L E - 0 i Revisions: S I G N A T U R E S Stormwater Pollution Prevention Plan F Design By: MSH Date:7/19/22 Drawn By: MSH Date: 7/19/22 SWPPP eW S- Ada Count Highway District www.a`st,Boise, I Project Number: 521043 Project Title: Eagle Rd. AmityRd To Lake Hazel Rd Sheet SWPPP 01 �' y g y 3775 Adams Street, Boise, Idaho, 83714 � � g o m,m,.,.m ,,°,mo , a w .mmEmm .wEmEo m v CONSTRUCTION NOTES w w 01 V) �_ 1. THE CONTRACTOR SHALL PREPARE A STORMWATER —� MANAGEMENT PLAN FOR THE PROJECT AND OBTAIN ALL APPROVALS NECESSARY TO MEET THE REQUIREMENTS OF THE a m 2 m m N NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM Eagle Rd. 2 (NPDES) CONSTRUCTION GENERAL PERMIT (CGP) AND/OR 2 CONSTRUCTION SITE DISCHARGE CONTROL (CSDC) PROGRAM o AS REQUIRED FOR THIS PROJECT. ITEM SSP-06013 + ,+� 2. THE CONTRACTOR SHALL PROVIDE SEDIMENT CONTROL AS 'o NECESSARY FOR THIS PROJECT. SEDIMENT CONTROL d � — — -- —- a NCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND I NSTALLING UNDERWATER SEDIMENT CONTROL MATS w ETMOmE_ ® Ewv — ---_ w (SEDIMAT BY HY-TEX OR APPROVED EQUAL) IN TEN MILE J--- c CREEK DOWNSTREAM OF THE CONSTRUCTION ACTIVITIES. f o ITEM 1001.4.1.A.1 O ` c + 3. THE CONTRACTOR SHALL PROVIDE A STAGING AREA (OR AREAS) AS NECCESSARY FOR THE WORK IN ACCORDANCE WITHDAHO DEQ CATALOG OF STORMWATER BMP'S #2. LOCATION OF THE STAGING AREAS SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMISSION TO USE ANY AREAS OUTSIDE THE RIGHT-OF-WAY. ITEM 1001.4.2.A.1 4. THE CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION o wm ENTRANCES DURING EACH STAGE OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE PER IDAHO __—_— —_ DEQ CATALOG OF STORMWATER BMP'S #5a. THE w-- CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL STABILIZED CONSTRUCTION ENTRANCES. ITEM 1001.4.2.B.1 F —� 5. THE CONTRACTOR SHALL INSTALL STRAW WATTLES AT THE 2 LOCATIONS SHOWN PER IDAHO DEQ CATALOG OF w =s m m STORMWATER BMP'S #24, ITEM 1003.4.1.G.1 to m Eagle Rd. 2 6. THE CONTRACTOR SHALL INSTALL CATCH BASIN INSERTS PER —a `— IDAHO DEQ CATALOG OF STORMWATER BMP'S #42. CATCH o BASIN INSERTS SHALL BE INSTALLED IN ALL EXISTING AND + NEW INLETS WITHIN THE CONSTRUCTION AREA. AT LOCATIONS In ----------— _ - WHERE AN EXISTING INLET IS REPLACED WITH A NEW INLET ul) — — E>e.Emmm THE CATCH BASIN INSERT SHALL BE INSTALLED IN THE ® 0« EXISTING INLET THEN RELOCATED TO THE NEW INLET AFTER E im.m.l/NE IT IS CONSTRUCTED. CATCH BASIN INSERTS SHALL BE z T —� INSTALLED IN THE FIRST INLETS ON SIDE STREETS DOWNSTREAM OF THE CONSTRUCTION AREA. = ITEM 1006.4.1.C.1 LEGEND �1 �1 STRAW WATTLE, ITEM 1003.4.1.G.1 '1 MATCH LINE STA. - EAGLE RD. SEE SHEET 1 �2 CATCH BASIN INSERT, ITEM 1006.4.1.C.1 v F STORMWATER FLOW DIRECTION 2 c O o Taconic Dr. �— Taconic Dr. m !d 2 ------- ----- 2 'm-- m m, _ 2 m 0 Q U - N of CIVIL ol SURVEY W CONSULTANTS,INC i Consulting Engineers and Land Surveyors Meridian,ID • Phone:888-4312 0 40 60 80 Plan Scale g\ONALF MATCH LINE STA. - EAGLE RD. SEE SHEET 1 CSC DRAWNG FILE:3WPPPRP E Ea le'2 3 4�E�eb%ST P • D E T A I L T I T L E o� s Revisions: S I G N A T U R E S • Stormwater Pollution Prevention Plan � Design By: MSH Date:7/19/22 Drawn By: MSH Date: 7/19/22 SWPPP ew S• Ada Count Highway District s Street, Boise, I Project Number: 521043 Project Title: Eagle Rd. AmityRd To Lake Hazel Rd Sheet SWPPP 02 �' y g y 3775 Adams Street, Boise, Idaho, 83714 � � g E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Amendment to State/Local Agreement for Meridian Rail With Trail Pathway C� fIEN .D L4,, MEMO TO CITY COUNCIL Request to Approve Topic on the City Council Consent Agenda From: Kim Warren, Parks and Recreation Meeting Date: August 9, 2022 Presenter: Kim Warren Estimated Time: Consent Agenda Topic: Amendment to State/Local Agreement for Meridian Rail With Trail Pathway Recommended Council Action: In order to move forward on Meridian's Rail With Trail project, staff is requesting approval of an amendment to the original State/Local Agreement (2016). An amendment is needed due to changes in requirements since the original contract, and to officially start this new effort so the city can receive credit for project work that will count towards the required match. Background: In 2016,the City Entered into an Agreement with the state of Idaho to secure FHWA funding through the Idaho Transportation Investment Program for a Rail With Trail pathway in Meridian. This pathway (parallel to - not inside -the railroad easement) is proposed to run from 3rd Street to 8th Street, south of Broadway, west of City Hall. Due to incomplete pathway right-of-way at the time of the funding award, funds could not be spent per the original time frame and were formally delayed until the remaining easement could be acquired. Now that the easement is on track for acquisition (estimated January of 2023) the agreement needs to be amended. Amendments include: • Appointing the Local Highway Technical Assistance Council as the contract administrator for the State. (A new requirement enacted after the original agreement was signed) • A guarantee that any investments by the City for advance work on the project- centered on federal approvals and project design - may be counted towards the required match. Staff needs to begin the design approval process as soon as possible to allow sufficient turnaround time for state and federal agencies and still meet the 2024 construction schedule. STATE/LOCAL AGREEMENT (PROJECT DEVELOPMENT) PROJECT NO. A013 (918) RAIL WITH TRAIL PATHWAY, MERIDIAN ADA COUNTY KEY NO. 13918 PARTIES THIS AGREEMENT is made and entered into this ay of I ar)��e �, by and between the IDAHO TRANSPOR TION BOARD, by and through the IDAHO TRANSPORTATION DEPARTMENT, hereafter called the State, and the CITY OF MERIDIAN, acting by and through its Mayor and Council, hereafter called the Sponsor. PURPOSE The Sponsor has requested that the State include in its Idaho Transportation Investment Program Federal-Aid Project No. A013 (918) , described as Rail with Trail Pathway, Meridian. Project development is to be performed by Sponsor' s staff/Consultant Engineers . The purpose of this Agreement is to set out the terms and conditions to accomplish the project development phase of this project . The Sponsor acknowledges that this Agreement covers a project wherein federal aid funds will be allocated, and Sponsor will comply with the requirements of 23 U. S.C. §313 , 23 CFR §G35 .410, and 28 CFR Part 35 (title II) . NOTE: Securing the services of a consultant for project development services must follow the process outlined in the Idaho Transportation Department Guidelines for Local Public Agency Projects . Since certain functions under this Agreement are to be performed by the State, requiring the expenditure of funds, and since the State can only pay for work associated with the State Highway System, the Sponsor is fully responsible for all costs incurred by the State related to the project. Authority for this Agreement is established by Section 40- 317 of the Idaho Code. State/Local Agreement (PD) Rail with Trail Pathway, Meridian nt No Key No. 13 918 Page 1 The Parties agree as follows : SECTION I. GENERAL 1. It is necessary to develop construction plans and specifications in order that federal participation may be obtained in the construction costs of the project. Federal-aid for project development is not available on this project . The cost of project development is the Sponsor' s responsibility. 2 . Federal participation in the Federal-aid portion of this project is at the rate of 92 . 66%; local participation is 7 .34%. Scheduled Local Participation funds are 100% Sponsor responsibility. Scheduled funding for this project is listed on the approved Idaho Transportation Investment Program, and subsequent revisions. Current estimated funding is as follows : a. Project Development (State, Consultant, Local) - $74, 000 (Sponsor 100%) b. Construction Engineering - $57, 000 (92 . 66%/7 .34%) c. Construction - $444, 000 (92 . 66%/7 . 34%) d. Total Estimated Project Costs - $575, 000 3 . The Sponsor' s match for construction of this project will be provided in cash in the amount of 7 . 34% of the construction costs . The Sponsor has earmarked and has placed in its fiscal budget at least the amount of the local match equaling to 7 . 34% of the construction cost. 4 . The construction year for this project is listed on the approved Idaho Transportation Investment Program, and subsequent revisions. Currently the project is scheduled for construction in FY19, which commences October 1, 2018 . The Sponsor will meet the project milestones shown below or on a subsequently approved CPM Schedule. Failure to meet these milestones may jeopardize availability of Federal participation. Concept Approval - July 1, 2016 Environmental Approval - July 1, 2017 Plans, Specifications, and Estimate - October 1, 2018 State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 2 5 . This project shall be designed to State Standards as defined in the current version of the Idaho Transportation Department' s Roadway Design Manual, or as subsequently revised. The current version of the Design Manual can be viewed at the following web site: ham•. //itd. idaho.gov/manuals/ManualsOnline.htm . 5 . All information, regulatory and warning signs, pavement or other markings, and traffic signals required and warranted will be developed as a part of the plans, regardless of whether the work is done as a portion of the contract or by the Sponsor' s forces. 7 . If the project is terminated prior to completion, the Sponsor shall repay to the State all federal funds received for the project, and shall be liable to the State for any un-reimbursed incidental expenses as provided for in Section II, Paragraph 1 of this Agreement . 8 . Sufficient Appropriation. It is understood and agreed that the T State and the Sponsor are governmental agencies, and this Agreement shall in no way be construed so as to bind or obligate either the State or Sponsor beyond the term of any particular appropriation of funds by the Federal Government, the State Legislature, or Meridian City Council, as may exist from time to time. The State and the Sponsor reserve the right to terminate this Agreement if, in either party' s respective judgment, the Federal Government or the legislature of the State of Idaho fails, neglects or refuses to appropriate sufficient funds as may be required for the State or Sponsor to continue payments . Any such termination shall take effect immediately upon notice and be otherwise effective as provided in this Agreement. The parties agree this clause does not invalidate or waive the obligations in Section I, Paragraph 7 . SECTION II. That the State shall : 1 . Provide the following services incidental to the project development: State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 3 a. Assist Sponsor in the selection of a Consulting Engineer and negotiations as needed, and furnish the Agreement for Engineering Services and any supplements thereto, to be used between the Sponsor and Consulting Engineers on this project. b. Review Preliminary Environmental Evaluation and recommend other appropriate environmental documentation. c. Provide a hearing officer to conduct a formal public hearing as necessary. d. File with the Federal Highway Administration applications for exceptions to AASHTO Standards when appropriate. e. If requested by the Sponsor, assist in negotiations with public carriers and utilities for agreements on behalf of the Sponsor. f . Review the consultant plans, estimates, reports and environmental studies, and issue notice of approval to the Sponsor and the engineer following the Concept, Preliminary and Final Design Reviews and the Design Study Report. g. Print and assemble plans, special provisions, specifications and contracts . h. Advertise for bids and let the construction contract. Prior to construction, the parties will enter into a separate agreement covering responsibilities of the parties relating to construction. 2 . Within sixty (60) days of receipt of appropriate documentation from the Sponsor showing expenditure of funds for project development, reimburse the Sponsor at the approved Federal-aid rate for eligible expenses. 3 . Bill the Sponsor for costs incurred by the State under this Agreement for project development, if those costs exceed the amount set out in Section III, Paragraph 1 . State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 4 4 . Bill the Sponsor for any federal funds to be repaid by the Sponsor if the project is terminated prior to completion, and the Sponsor has been reimbursed with federal funds for construction. SECTION III. That the Sponsor shall: 1 . Pay to the State, before the State begins the incidental services referred to in Section II, Paragraph 1, the sum of FIVE THOUSAND DOLLARS ($5, 000) , estimated to be the total expense to the State. In addition, pay to the State the cost of all incidental services provided by the State upon receipt of the billing provided for in Section II, Para. 3 . 2 . Funds owed by the Sponsor shall be remitted to the State through the ITD payment portal at: https:llapps. itd. idaho.govIPay-TTD. 3 . Sponsor warrants that it will repay any federal reimbursements on this project if the project is terminated prior to completion. 4 . With the assistance of the State, hire a consultant for development of the project. 5 . Make timely payment of all consultant invoices throughout the design of the project. Periodically the Sponsor may submit allowable Consultant invoices and receipts to the State showing payment of same for credit towards the Sponsor' s match on construction of the project . 6 . Advertise for formal public hearing if required. 7 . Coordinate the relocation of utilities within the right-of-way of the project. Federal-aid utility relocations will be processed in accordance with the applicable provisions of 23 CFR and the Sponsor' s utility policies and procedures . 8 . Acquire all rights-of-way and easements needed to provide for construction and maintenance of the project. State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 5 9 . Before advertisement for bids, provide a certification that all rights-of-way, easements, permits, materials sources and agreements necessary for the construction of the project have been acquired in accordance with the provisions of this Section. Provide a value of any right-of-way donations obtained, which may be credited as a matching share. 10 . Evaluate the impact the project might have on the quality of the human environment and prepare and furnish to the State an environmental evaluation, that includes cultural resources, and any other documentation required by the National Environmental Policy Act. 11. At all required public hearings, furnish all necessary exhibits and provide for a representative of the Sponsor to describe the project; present information about the location and design, including alternatives; discuss the economic, sociological, and environmental effects of the project; and answer all questions concerning the project . 12 . Supply roadway summary sheets and such standard draw- ings as may be required to supplement the plans 13 . Comply with Appendix A, Title 49 CFR, Part 21, attached hereto and made a part hereof. By this agreement Sponsor agrees to comply with and be bound to the Civil Rights provisions of Title VI of the Federal Code and to generally insert those provisions in all contracts that it enters into that are federally funded on this project. If property acquired for this project with Federal financial assistance is transferred, the recipient of the property will be subject to Appendix A if the property is used for the same purpose it was originally acquired or for another purpose involving similar services or benefits to the general public. Sponsor should contact the State prior to disposing of any property acquired under this agreement. 14 . Maintain all project records, including source documentation for all expenditures and in-kind contributions, for a period of three (3) years from State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 6 the date of final acceptance. If any litigation, claim, negotiation, or audit has been started before expiration of the three-year period, the records shall be retained until completion of the action and resolution of all issues that arise from it. 15 . Comply with all other applicable State and Federal regulations . EXECUTION This Agreement is executed for the State by its Engineering Services Division Administrator, and executed for the Sponsor by the Mayor, attested to by the City Clerk, with the imprinted Corporate Seal of the City of Meridian. IDAHO TRANSPORTATION DEPARTMENT APPROVED BY 4 Engineering Services Division Administrator RECOMMENDED BY: 0 �Diict Engineer ATTEST: Q0 ED AU CI nE `RIDIAN P � 11}of � 1 Ci y Clem 10,%►10 "ayor Z� SEAL (SEAL) By regular/special meeting on L Reviewed by FS: DW 2-2-16 hm: 13918 SLAPD.docx State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 7 APPENDIX A Non-Discrimination Agreement for Local Public Agencies Title VI Program Organization and Staffing Pursuant to 23 CFR 200,the Sponsor has designated a Title VI Coordinator who is responsible for monitoring practices,procedures, policies, and documents for compliance with Title VI. This individual is the designated liaison for Title VI program activities and for coordinating compliance monitoring with the Idaho Transportation Department Equal Employment Opportunity Office. Assurances of Non-Discrimination 49 CFR Part 21.7 The Sponsor hereby gives assurances: 1. That no person shall on the grounds of race,color,or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity conducted by the Sponsor regardless of whether those programs and activities are Federally funded or not. The Federal-aid Highway Transportation Act of 1973 added sex to the list of prohibitive factors. Disability was added through Section 504 of the Rehabilitation Act of 1973.Age was subsequently added in 1975 under the Age Discrimination Act. Minority populations and low-income populations were added by Presidential Executive Order 12898. Limited English proficient persons was added by Presidential Executive Order 13166. 2. That it will promptly take any measures necessary to effectuate this agreement. 3. That each program, activity,and facility(i.e. lands change to roadways,park and ride lots etc.)as defined at 49 CFR 21.23(b)and(e),and the Civil Rights Restoration Act of 1987 will be(with regard to a program or activity)conducted,or will be(with regard to a facility)operated in compliance with the nondiscriminatory requirements imposed by,or pursuant to,this agreement. Further assurance is given that the Sponsor will comply with all requirements of Title H of the Americans with Disabilities Act of 1990(ADA) and Section 504 of the Vocational Rehabilitation Act of 1973. Public agencies are required to have completed a self-evaluation of all their programs and services (including pedestrian facilities)by 1992. In addition, public agencies with 50 or more employees were required to develop an ADA Transition Plan describing in detail how corrections would be made. If corrections could not be made within one year(or 1993),the Plan was to include a detailed schedule of how corrections would be made(CFR 28 35.105 &35.150). 4. That these assurances are given in consideration of and for the purpose of obtaining any and all Federal grants, loans, contracts, property, discounts or other Federal financial assistance extended after the date hereof to the Sponsor by the Idaho Transportation Department(ITD)under the Federally-Funded Program and is binding on it, other recipients, sub-grantees, contractors, sub-contractors,transferees, successors in interest and other participants. 5. That the Sponsor shall insert the following notification in all solicitations for bids for work or material subject to the Regulations and made in connection with all Federally-Funded programs and, in adapted from all proposals for negotiated agreements: The (Sponsor), in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 1 advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, sex, or disability in consideration for an award. 6. That the Sponsor shall insert the clauses of Attachment 1 of this Agreement in every contract subject to the Act and the Regulations. 7. That the Sponsor shall insert the clauses of Attachment 2 of this Agreement,as a covenant running with the land, in any deed from the United States effecting a transfer of real property, structures,or improvements thereon,or interest therein. 8. The Sponsor agrees that the United States has a right to seek judicial enforcement with regard to any matter arising under the Act,the Regulations,and this agreement. Implementation Procedures This agreement shall serve as the Sponsor's Title VI plan pursuant to 23 CFR 200 and 49 CFR 21. For the purpose of this agreement, "Federal Assistance"shall include: 1. grants and loans of Federal funds, 2. the grant or donation of Federal property and interest in property, 3. the detail of Federal personnel, 4. the sale and lease of,and the permission to use(on other than a casual or transient basis), Federal property or any interest in such property without consideration or at a nominal consideration, or at a consideration which is reduced for the purpose of assisting the Sponsor, or in recognition of the public interest to be served by such sale or lease to the Sponsor,and 5. any Federal agreement,arrangement, or other contract which has as one of its purposes,the provision of assistance. The Sponsor shall: 1. Issue a policy statement, signed by the Sponsor's authorized representative,which expresses its commitment to the nondiscrimination provisions of Title VI. The policy statement shall be circulated throughout the Sponsor's organization and to the general public. Such information shall be published where appropriate in languages other than English. 2. Take affirmative action to correct any deficiencies found by ITD or the United States Department of Transportation(USDOT)within a reasonable time period,not to exceed 90 days, in order to implement Title VI compliance in accordance with this agreement.The Sponsor's authorized representative shall be held responsible for implementing Title VI requirements. 3. Designate a Title VI Coordinator who has a responsible position in the organization and easy access to the Sponsor's authorized representative. The Title VI Coordinator shall be responsible for initiating and monitoring Title VI activities and preparing required reports. 4. Adequately implement the civil rights requirements. 5. Process complaints of discrimination consistent with the provisions contained in this agreement. Investigations shall be conducted by civil rights personnel trained in discrimination complaint investigation. Identify each complainant by race, color,national origin, sex, or disability;the nature of the complaint;the date the complaint was filed;the date the investigation was completed;the disposition;the date of the disposition; and other pertinent information.A copy of the complaint,together with a copy of State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 2 the Sponsor's report of investigation,will be forwarded to ITD's EEO Office—External Programs within 10 days of the date the complaint was received by the Sponsor. 6. Collect statistical data(race and sex)of participants in,and beneficiaries of the Transportation programs and activities conducted by the Sponsor. 7. Conduct Title VI reviews of the Sponsor and sub-recipient contractor/consultant program areas and activities. Revise where applicable, policies, procedures and directives to include Title VI requirements. 8. Attend training programs on Title VI and related statutes conducted by ITD's EEO Office. 9. Participate in an annual review of the Sponsor's Title VI Program,the purpose of which is to determine to what extent the Sponsor has complied with Title VI requirements including the ADA. This review is conducted one year from the date of approval of the Non-Discrimination Agreement and then annually on the same date. The format for the Title VI review will be provided each year to the Sponsor for completion. A determination of compliance will be made by ITD's EEO Office based on the information supplied in the review.This review of the Sponsor's Title VI Program may also include an on-site review in order to determine compliance. Discrimination Complaint Procedure Any person who believes that he or she, individually,as a member of any specific class,or in connection with any disadvantaged business enterprise, has been subjected to discrimination prohibited by Title VI of the Civil Rights Act of 1964,the American with Disabilities Act of 1990, Section 504 of the Vocational Rehabilitation Act of 1973 and the Civil Rights Restoration Act of 1987, as amended,may file a complaint with the Sponsor.A complaint may also be filed by a representative on behalf of such a person. All complaints will be referred to the Sponsor's Title VI Coordinator for review and action. In order to have the complaint consideration under this procedure, the complainant must file the complaint no later than 180 days after: a) The date of alleged act of discrimination; or b) Where there has been a continuing course of conduct,the date on which that conduct was discontinued. In either case,the Sponsor or his/her designee may extend the time for filing or waive the time limit in the interest of justice,specifying in writing the reason for so doing. Complaints shall be in writing and shall be signed by the complainant and/or the complainant's representative. Complaints shall set forth as fully as possible the facts and circumstances surrounding the claimed discrimination. In the event that a person makes a verbal complaint of discrimination to an officer or employee of the Sponsor, the person shall be interviewed by the Title VI Coordinator. If necessary,the Title VI Coordinator will assist the person in reducing the complaint to writing and submit the written version of the complaint to the person for signature. The complaint shall then be handled according to the Sponsor's investigative procedures. Within 10 days,the Title VI Coordinator will acknowledge receipt of the allegation, inform the complainant of action taken or proposed action to process the allegation,and advise the complainant of other avenues of redress available, such as ITD and USDOT. The Sponsor will advise ITD within 10 days of receipt of the allegations. Generally,the following information will be included in every notification to ITD: State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 3 a) Name,address,and phone number of the complainant. b) Name(s)and address(es)of alleged discriminating official(s). c) Basis of complaint(i.e.,race,color,national origin or sex) d) Date of alleged discriminatory act(s). e) Date of complaint received by the Sponsor. f) A statement of the complaint. g) Other agencies(state, local or Federal)where the complaint has been filed. h) An explanation of the actions the Sponsor has taken or proposed to resolve the issue raised in the complaint. Within 60 days,the Title VI Coordinator will conduct an investigation of the allegation and based on the information obtained, will render a recommendation for action in a report of findings to the Sponsor's authorized representative.The complaint should be resolved by informal means whenever possible. Such informal attempts and their results will be summarized in the report of findings. Within 90 days of receipt of the complaint,the Sponsor's authorized representative will notify the complainant in writing of the final decision reached, including the proposed disposition of the matter.The notification will advise the complainant of his/her appeal rights with ITD, or USDOT, if they are dissatisfied with the final decision rendered by the Sponsor. The Title VI Coordinator will also provide ITD with a copy of this decision and summary of findings upon completion of the investigation. Contacts for the different Title VI administrative jurisdictions are as follows: Idaho Transportation Department Equal Employment Opportunity Office—External Programs EEO Manager PO Box 7129 Boise, ID 83707-1129 208-334-8852 Federal Highway Administration Idaho Division Office 3050 Lakeharbor Lane, Suite 126 Boise, ID 83703 208-334-9180 Sanctions In the event the Sponsor fails or refuses to comply with the terms of this agreement,the ITD may take any or all of the following actions: 1. Cancel, terminate, or suspend this agreement in whole or in part; 2. Refrain from extending any further assistance to the Sponsor under the program from which the failure or refusal occurred until satisfactory assurance of future compliance has been received from the Sponsor. 3. Take such other action that may be deemed appropriate under the circumstances,until compliance or remedial action has been accomplished by the Sponsor; 4. Refer the case to the Department of Justice for appropriate legal proceedings. Distribution: EEO Office Appendix A revised: 03-09, 08-10 State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 4 Attachment 1 This Attachment is to be inserted in every contract subject to Title VI of the Civil Rights Act of 1964 and associated Regulations. During the performance of this contract, the contractor/consultant, for itself, its assignees and successors in interest (hereinafter referred to as the"contractor")agrees as follows: 1. Compliance with Regulations The contractor shall comply with the Regulations relative to non-discrimination in federally assisted programs of United States Department of Transportation(USDOT),Title 49,Code of Federal Regulations,part 21,as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Non-discrimination The contractor,with regard to the work performed by it during the contract,shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of sub-contractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Sub-contracts,Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a sub-contract, including procurement of materials or leases of equipment, each potential sub-contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non- discrimination on the grounds of race,color,sex,or national origin. 4. Information and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to ITD or the USDOT as appropriate,and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non-compliance In the event of the contractor's non-compliance with the non-discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT may determine to be appropriate, including, but not limited to: • Withholding of payments to the contractor under the contract until the contractor complies,and/or; • Cancellation,termination,or suspension of the contract,in whole or in part Incorporation of Provisions The contractor shall include the provisions of paragraphs(1)through(5)in every sub-contract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any sub-contractor or procurement as the contracting agency or USDOT may direct as a means of enforcing such provisions including sanctions for non-compliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a sub- contractor or supplier as a result of such direction,the contractor may request ITD enter into such litigation to protect the interests of the state and, in addition, the contractor may request the USDOT enter into such litigation to protect the interests of the United States. State/Local Agreement (PD) Rail with Trail Pathway, Meridian Key No. 13918 Page 5 Attachment 2 The following clauses shall be included in any and all deeds affecting or recording the transfer of real property, structures or improvements thereon,or interest therein from the United States. GRANTING CLAUSE NOW THEREFORE, Department of Transportation,as authorized by law,and upon the condition that the state of Idaho will accept title to the lands and maintain the project constructed thereon, in accordance with Title 23, United States Code, the Regulations for the Administration of Federal Aid for Highways and the policies and procedures prescribed by the United States Department of Transportation and, also in accordance with and in compliance with all requirements imposed by or pursuant to Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary,Part 21,Nondiscrimination in federally assisted programs of the Department of Transportation ITD (hereinafter referred to as the Regulations) pertaining to and effectuating the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat.252: 42 USC 2000d to 2000d- 4) does hereby remise, release, quitclaim, and convey unto the state of Idaho all the right, title, and interest of the Department of Transportation in and to said land described in Exhibit A attached hereto and made a part thereof. HABENDUM CLAUSE TO HAVE AND TO HOLD said lands and interests therein unto the state of Idaho, and its successors forever, subject, however,to the covenants, conditions, restrictions and reservations herein contained as follows, which will remain in effect for the period during which the real property or structures are used for a purpose for which the federal financial assistance is extended or for another purpose involving the provisions of similar services or benefits and shall be binding on the state of Idaho,its successors,and assigns. The state of Idaho, in consideration of the conveyance of said lands and interests in lands,does hereby covenant and agree as a covenant running with the land for itself, its successors and assigns, that(1) no person shall on the grounds of race,color,sex or national origin,be excluded from participation in,be denied the benefits of,or be otherwise subject to discrimination with regard to any facility located wholly or in part on, over, or under such lands hereby conveyed (,)(and)* (2) that the state of Idaho, shall use the lands and interests in lands so conveyed, in compliance with all requirements imposed by or pursuant to Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, part 21, Non-discrimination of federally assisted programs of the Department of Transportation - Effectuation of Title VI of the Civil Rights Act of 1964,and as said Regulations may be amended(,)and(3)that in the event of breach of any of the above mentioned non-discrimination conditions,the department shall have a right to reenter said lands and facilities on said land, and the above described land and facilities shall thereon revert to and vest in and become the absolute property of the Department of Transportation and its assigns as such interest existed prior to this instruction.' ' Reverter Clause and related language to be used only when it is determined that such a clause is necessary in order to effectuate the purpose of Title VI of the Civil Rights Act of 1964. ADDENDUM TO STATE/LOCAL AGREEMENT (PROJECT DEVELOPMENT) PROJECT NO. A013 (918) RAIL WITH TRAIL PATHWAY, MERIDIAN ADA COUNTY KEY NO. 13918 PARTIES THIS ADDENDUM is made and entered into this 9th day of August 2022 , by and between the IDAHO TRANSPORTATION DEPARTMENT, hereafter called the State, and CITY OF MERIDIAN, acting by and through its Mayor and Council, hereafter called the Sponsor. PURPOSE This Addendum will modify the State/Local Agreement entered into on the 15th day of June, 2016, (hereinafter "Agreement") between the same parties . The parties agree to the following revisions : A. Section II of the Agreement will be amended by adding the following paragraphs thereto : 5. Submit to FHWA a request for advance design approval for the cost of development of the project. FHWA approval of the advance design request will allow the costs of project development incurred by the SPONSOR as of the date of FHWA approval to be eligible for federal participation in a future Federal-aid project agreement with FHWA. The amount scheduled for advance design is $120,000. 6. If additional project development funds become available, upon receipt of appropriate documentation from the Sponsor showing expenditure of funds for project development, reimburse the Sponsor for eligible expenses at the approved Federal-aid rate. 7. Appoint the Local Highway Technical Assistance Council as the contract administrator for the State. Addendum to State/Local Agreement Rail with Trail Pathway,Meridian Key No. 13918 Page 1 B. Section III of the Agreement will be amended by adding the following paragraph thereto: 16. Agree that in the event future federal funding for the advance design portion is not available for the project,the Sponsor forfeits all claims for reimbursement of all funds paid for the project. C. All other terms and conditions previously agreed to and set forth in the Agreement shall remain in full force and effect. EXECUTION This Addendum is executed for the State by its Division Administrator, and executed for the Sponsor by the Mayor, attested to by the City Clerk, with the imprinted corporate seal of the City of Meridian. IDAHO TRANSPORTATION DEPARTMENT Blake Rindlisbacher, Digitally signed by Blake Rindlisbacher,P.E. P.E. Date:2022.08.22 12:44:50-06'00' Division Administrator ATTEST• Qo�P��p-AUGUST>>9 CITY OF MERIDIAN o� Oty C s , w' Mayor, Robert E. Umison Cit ,zk 8�#,JL22 �� 8-9-2022 By Brad Hoaglun, Council President ylFR o/the TfitiP By regular/special meeting on 8-9-2022 hm: 13918 SLAPD Addendum Addendum to State/Local Agreement Rail with Trail Pathway,Meridian Key No. 13918 Page 2 RESOLUTION WHEREAS,the Idaho Transportation Department,hereafter called the STATE,has submitted an Agreement stating obligations of the STATE and the CITY OF MERIDIAN,hereafter called the CITY,for development of Rail with Trail Pathway; and WHEREAS,the STATE is responsible for obtaining compliance with laws, standards and procedural policies in the development,construction and maintenance of improvements made to the Federal-aid Highway System when there is federal participation in the costs; and WHEREAS,certain functions to be performed by the STATE involve the expenditure of funds as set forth in the Agreement;and WHEREAS,The STATE can only pay for work associated with the State Highway system; and WHEREAS,the CITY is fully responsible for its share of project costs; and NOW,THEREFORE,BE IT RESOLVED: 1. That the Agreement for Federal Aid Highway Project A013(918)is hereby approved. 2. That the Mayor and the City Clerk are hereby authorized to execute the Agreement on behalf of the CITY. 3. That duly certified copies of the Resolution shall be furnished to the Idaho Transportation Department. CERTIFICATION I hereby certify that the above is a true copy of a Resolution passed at a regular, duly called special(X-out non- applicable term)meeting of the City Council,City of Meridian,held on City Clerk,Chris Johnson 8-9-2022 Addendum to State/Local Agreement Rail with Trail Pathway,Meridian Key No. 13918 Page 3 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Project Agreement Between the Nampa & Meridian Irrigation District and the City of Meridian for Boring Under the Eight Mile Lateral at Lakeview Golf Course DATE: 13 October 2022 TO: Sawtooth Law Offices, PLLC FROM: NAMPA & MERIDIAN IRRIGATION DISTRICT License, Easement, Project and/or Crossing Agreement(s) Approved on 04 October 2022 License Agreement 15 pages Ada County Highway District Ten Mile Drain Instrument#2022-084873 Project Agreement 15 pages The City of Meridian `r Eight Mile Lateral Instrument#2022-084874 License Agreement 6 pages Intermountain Gas Company Elijah Drain & Odel Drain Instrument#2022-046154 License Agreement 49 pages Idaho Transportation Department Rachel Drain & Jones Lateral Instrument#2022-046155 ADA COUNTY RECORDER Phil McGrane 2022-084874 BOISE IDAHO Pgs=15 NIKOLA OLSON 10/0712022 09:32 AM NAMPA MERIDIAN IRRIG DIST �I�IIi II Illilllll II�` NO FEE illiiiillll it illllilliiil 1 i 01200444202200848740150154 PROJECT AGREEMENT __,�,�r 04 (y�`��'` This PROJECT AGREEMENT, made and entered into this '944 day of 2022, by and between NAMPA & MERIDIAN IRRIGATION DISTRICT, an irrigation district organized and existing under and by virtue of the laws of the State of Idaho, party of the first party,hereinafter referred to as the"District,"and THE CITY OF MERIDIAN,a political subdivision and municipality of the State of Idaho, 33 East Broadway Avenue,Meridian,Idaho 83642 party or parties of the second part,hereinafter referred to as the"City," WITNESSETH: WHEREAS,the parties hereto entered into a Master Agreement entered into March 18, 2014 and recorded as Instrument No. 114029168 in the records of Ada County,Idaho, hereinafter referred to as the`Master Agreement;"and, WHEREAS,the District and the City intended by entering the Master Agreement to establish a process far the City's submission of encroachment proposals and the District's consideration of such proposals and to provide the general conditions for the District's approval and permission of encroachment proposals affecting the District's ditches,property,operations and maintenance;and, WHEREAS,the City is the owner of the real property/right of way/license(burdened with the easement of the District hereinafter mentioned)particularly described in the"Legal Description"attached hereto as Exhibit A and by this reference made a part hereof, and, WHEREAS,the District controls the irrigation/drainage ditch or canal known as the EIGHT MILE LATERAL(hereinafter collectively referred to as"ditch or canal")together with the real property and/or easements to convey irrigation and drainage water,to operate and maintain the ditch or canal, and which crosses and intersects said described real property of the City as shown on Exhibit B attached hereto and by this reference made a part hereof, and, WHEREAS,the City seeks permission to: 1)construct and install a pressure irrigation pipe across the Eight Mile Lateral at four(4)locations and within the District's easement for the Eight Mile Lateral where the Eight Mile Lateral crosses Lakeview Golf Course in Meridian, Idaho,under the terms and conditions of said Master Agreement and those hereinafter set forth, NOW,THEREFORE, for and in consideration of the premises and of the covenants, PROJECT AGREEMENT Page 1 of 5 agreements and conditions hereinafter set forth and those set forth in said Master Agreement, the parties hereto agree as follows: I. City may: a) 1)construct and install a pressure irrigation pipe across the Eight Mile Lateral at four(4)locations and within the District's easement for the Eight Mile Lateral where the Eight Mile Lateral crosses Lakeview Golf Course in Meridian,Idaho as shown in the attached project plans stated as Exhibit B-1. 2. Any construction or crossing of said ditch or canal shall be performed in accordance with the project plans shown in Exhibit B-1 and the"Special Conditions"stated in Exhibit C, attached hereto and by this reference made part thereof. 3. The parties hereto incorporate in and make part of this Project Agreement all the covenants, conditions,and agreements of said Master Agreement unchanged except as the result of the provisions of this Project Agreement. The covenants, conditions and agreements herein contained and incorporated by reference shall constitute covenants to run with, and running with,all of the lands of the City described in said Exhibit A,and shall be binding on each of the parties hereto and on all parties and all persons claiming under them or either of them,and the advantages hereof shall inure to the benefit of each of the parties hereto and their respective successors and assigns. END OF TERMS- SEE FOLLOWING PAGES FOR SIGNATURES PROJECT AGREEMENT Page 2 of 5 IN WITNESS WHEREOF,the District has hereunto caused its corporate name to be subscribed by its officers first hereunto duly authorized by resolution of its Hoard of Directors and the City has hereunto subscribed its corporate name to be subscribed and its seal to be affixed thereto,all as of the day and year herein first above written. NAMPA&MERIDIAN IRRIGATION DISTRICT By 6 President- ATTEST: UnL"2e:=L- - Its Seer tary THE CITY OF MERIDIAN 13y Its Mayor Robert E.Sim" 8-9-2022 ATTEST: By Brad Hoaglun, Council President rGORQognreo a��Gs� iD1AN is Joh so/ity C e 8- 022 SEAL 'Po�I�O TREASU¢��� PROJECT AGREEMENT Page 3 of 5 STATE OF IDAHO ) ) ss: County of Canyon ) On this Qom—day of OChber ,2022,before me,the undersigned,a Notary Public in and for said State,personally appeared Donald Barksdale and Michael Comeskey,known to me to be the President and Secretary,respectively, of NAMPA&MERIDIAN IRRIGATION DISTRICT,the irrigation district that executed the foregoing instrument and acknowledged to me that such irrigation district 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. N'4 �.•`•�••'r�;�''• •��+''s Notary Public for vs�pTA R Y Residing at h r_ "•� N� My Commission Exn pires: ;t :r'PUBLtG r .� � .�p . STATE OF IDAHO' ,° .�•'''' ss: County of_ADA ) On this 9th day of August , 2022,before me,the undersigned, a Notary Public in and for said State,personally appeared Brad Hoaglun and Chris Johnson known to me to be the Council President and City Clerk ,respectively,of The CITY OF MERIDIAN,the entity that executed the foregoing instrument and acknowledged to me that such entity 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. Notary Public for I o CHARLENE WAY Residing at Meridian Idaho COWISSION No. 187380 MY Commission Expires: 3-28-2028 NOTARY PUBLIC STATE OF IDAHO PROJECT AGREEMENT Page 4 of 5 EXHIBIT A Legal Description The City owns the property known as Lakeview Golf Course which is more specifically described in Exhibit A-1 attached hereto and by this reference incorporated herein. EXHIBIT B Crossing Location See Exhibit B-1 attached hereto. EXHIBIT C Special Conditions a. Construction of the gravity irrigation pipes provided for in this Project Agreement shall be in the locations and in accordance with Exhibit B-1, attached hereto and by this reference made a part hereof. One of the crossings will cross over the Eight Mile Lateral by attaching to the existing bridge crossing above the high-water mark. The other three crossings shall be installed by directional boring, shall cross below the existing pipe for the Eight Mile Lateral and shall be located a minimum of six feet(6')below the pipe for the Eight Mile Lateral. b. City shall notify the water superintendent of the District prior to and immediately after construction so that he or the District's engineers may inspect and approve the construction. C. City acknowledges that the District's easement for the Eight Mile Lateral includes a sufficient area of land to convey irrigation and drainage water, to operate, clean, maintain and repair the Eight Mile Lateral, and to access the Eight Mile Lateral for those purposes, and that, in the location of the City's project,NMID claims a minimum easement dimension for the Eight Mile Lateral of 80 feet,40 feet to either side of the centerline. d. Construction authorized by this Agreement shall be completed within one year of the date of this Agreement. Time is of the essence. e. The duration of the permission granted by this Project Agreement shall be in perpetuity, for the life and maintenance of the encroachments including construction, operation, maintenance, repair and reconstruction. END OF SPECIAL CONDITIONS PROJECT AGREEMENT Page 5 of 5 EXHIBIT A-1 LEGAL DESCRIPTION OF REAL PROPERTY--Lakeview Golf Course Parcel I A parcel of land being a portion of the West half Section 3,Township 3 North, Range 1 West, Boise Meridian,Meridian,Ada County, Idaho and more particularly described as follows: Beginning at a brass cap marking the Southeast comer of the Northeast Quarter of Section 3,Township 3 North, Range 1 West,Boise Meridian,Meridian,Ada County Idaho;thence along the Southerly boundary of said Northeast Quarter of Section 3 North 88°55'29"West 2643.29 feet to a brass cap marking the Southwest comer of the Northeast Quarter;thence leaving said Southerly boundary North 75°30'00"West 190.00 feet to a 2"iron pipe;thence North 40'00'00"West 40.00 feet to an iron pin;thence South 75°59'31"West 70.00 feet to an iron pin;thence South 25'00'DD"West 64.19 feet to an Iron pin;thence North 89'25'06"West 254.51 feet to a point,said point also being the REAL POINT OF BEGINNING; thence continuing North 89°25'06"West 100.01 feet to a point;thence South 00'30'11"West 407.92 feet to a point; thence South 68'54'11" East 276.46 feet to a point marking a point of curve;thence along a curve to the right 59.46 feet,said curve having a central angle of 34°04'10",a radius of 100.00 feet,tangents of 30.64 feet and a long chord of 58.59 feet bearing South 51052'06" East to a point marking a point of tangents;thence South 34°50'01" East 292.99 feet to a point;thence South 89048'41" East 147.34 feet to a point,thence North 35'00'00"West 109.03 feet to a point;thence North 51°45'00"West 580.00 feet to a point;thence North 00°29'44" East 335.18 feet to the POINT OF BEGINNING. Parcel II A parcel of land lying in portions of the South half of the North half and the North half of the South half of Section 3,Township 3 North, Range 1 West, Boise Meridian,Meridian,Ada County, Idaho and more particularly described as follows: Beginning at a point marking the Northwest corner of the said North half of the South half of Section 3; thence South 89°25'06" East 2,077.73 feet along the Northerly boundary of the said North half of the South half of Section 3 to a point also said point being the REAL POINT OF BEGINNING;thence South 002944"West 335.18 feet to a point;thence South 51045'OD" East 580.00 feet to a point;thence South 35'00'OD" East 285.33 feet to a point,thence South 22'15'00"West 60.05 feet to a point;thence South 43"58'10" East 238.75 feet to a point;thence South 29000'00"East 110.00 feet to a point;thence North 61"00'00" East 81.19 feet to a point of curve;thence Northeasterly along a curve to the left 147.14 feet,said curve having a central angle of 48°10'28",a radius of 175.00 feet,tangents of 78.23 feet and a long chord of 142.84 feet bearing North 3605446" East to a point of ending of curve;thence North 56030'00"West 151.38 feet to a point; thence North 41°30'00"West 203.92 feet to a point;thence North 17°15'00"West 94.14 feet to a point; thence Exhibit A-1, page 1 North 22'15'00" East 147.00 feet to a point;thence North 65050'00"East 45.00 feet to a point;thence South 87'20'00"East 78.40 feet to a point;thence South 68'00'00" East 61.48 feet to a point;thence South 71°33'25"East 88.05 feet to a point;thence South 60'00'00"East 108.33 feet to a point of beginning of curve;thence Northeasterly along a curve to the right 139.32 feet,said curve having a central angle of 25'35'19",a radius of 311.95 feet,tangents of 70.84 feet and along chord of 138.16 feet bearing North 56'12'20"East to a point of tangent;thence North 69'00'00" East 115.08 feet to a point of curve;thence Northeasterly along a curve to the left 125.75 feet,said curve having a central angle of 24°25'22",a radius of 295.00 feet,tangents of 63.84 feet and a long chord of 124.80 feet bearing North 56"47'19" East to a point of ending of curve;thence North 44'00'00"West 79.63 feet to a point; thence North 67045'00"West 160.00 feet to a point;thence South 6505O'OD"West 244.67 feet to a point; thence North 50'30'00"West 114.35 feet to a point;thence North 44000'00" East 90.00 feet to a point; thence North 17"00'00"West 175.00 feet to a point;thence North 12°00'00" East 280.00 feet to a point; thence North 77930'OO"West 170.00 feet to a point;thence South 68000'00"West 265.00 feet to a point marking the Northeast comer of the Southwest Quarter of the said Section 3;thence North 75030'00"West 190.00 feet to a point;thence North 40"00'00"West 40.00 feet to a point;thence South 75059'31"West 70.00 feet to a point;thence South 25000'OD"West 64.19 feet to a point on the said Northerly boundary of the North half of the South half of Section 3;thence North 89025'06"West 254.51 feet along the said Northerly boundary of the North half of the South half of Section 3 to the POINT OF BEGINNING. EXCEPT that portion lying within the following subdivisions: Cherry Lane Village No.1 Subdivision,according to the plat thereof,filed in Book 44 of Plats at Pages 3537 and 3538,records of Ada County, Idaho; Cherry Lane Village No.2 Subdivision,according to the plat thereof,filed in Book 46 of Plats at Pages 3791 and 3792,records of Ada County, Idaho; The Lake at Cherry Lane,according to the plat thereof filed in Book 52 of Plats at Pages 4569 and 4570, records of Ada County,Idaho; The Lake at Cherry Lane No.2,according to the plat thereof filed in Book 54 of Plats at Pages 4882 and 4883, records of Ada County, Idaho; The Lake at Cherry Lane No.4 Subdivision,according to the plat thereof,filed in Book 74 of Plats at Pages 7674 and 7675,records of Ada County,Idaho. Parcel III-A A portion of the West half of Section 3,Township 3 North,Range 1 West, Boise Meridian, Meridian,Ada County,Idaho,more particularly described as follows: Commencing at the corner common to Sections 4,9, 10 and the said Section 3;thence North 0038'11" East 2651.19 feet to the quarter corner common to said Sections 3 and 4 as same was reestablished by IS 972(CP&F Instrument No.7852146, records of Ada County,idaho);from which the Northwest corner of said Section 3 bears North 0°38'27"East 2697.49 feet;thence North 0038'27"East 22.64 feet to a 5/8" iron pin;thence Exhibit A-1, page 2 South 88055'31"East 379.53 feet to the REAL POINT OF BEGINNING;thence continuing South 88'55'31" East 182.65 feet to a point;thence South 8018'10"East 440.66 feet to a point;thence South 16618'25"West 218.04 feet to a point;thence North 89'13'S1" East 540.22 feet to a point;thence North 71043'34"East 442.46 feet to a point;thence North 10033'50" East 487.84 feet to a point;thence South 88'55'31" East 124.84 feet to a point;thence South 50"38'25" East 89.99 feet to a point;thence 165.33 feet along the arc of a curve to the right, having a radius of 250.25 feet,a central angle of 37051'08",and a long chord bearing South 31042'52" East 162.34 feet to a point;thence North 89029'44"West 120.24 feet to a point;thence South 4027'17"East 80.30 feet to a point;thence South 0030'16"West 230.52 feet to a point;thence South 10031'20"West 123.51 feet to a point;thence South 30°14'07"West 119.57 feet to a point;thence South 50°50'29"West 134.39 feet to a point; thence South 71°28'48"West 120.64 feet to a point;thence South 82'45'52"West 225.84 feet to a point;thence South 89°02'57"West 67.30 feet to a point;thence North 89010'41"West 825.06 feet to a point;thence North 77029'20"West 148.07 feet to a point;thence North 89°10'41"West 160.40 feet to a point lying 65.00 feet East of the West boundary of said Section 3;thence along a line 65.00 feet East of and parallel to the West boundary of said Section 3 North 0°38'11"fast 247.64 feet to a point,thence South 89021'49"East 156.03 feet to a point;thence North 45°03'16" East 163.61 feet to a point;thence North 5'39'31"East 502.42 feet to the POINT OF BEGINNING. Parcel III-B. A portion of the West half of Section 3,Township 3 North, Range 1 West, Boise Meridian,Meridian,Ada County, Idaho,more particularly described as follows: Commencing at the corner common to Sections 4,9, 10 and the said Section 3;thence North 0°38'11" East 2651.19 feet to the quarter corner common to said Sections 3 and 4 as same was reestablished by LS 972(CP&F Instrument No.7852146,records of Ada County, Idaho);from which the Northwest corner of said Section 3 bears North 0038'27" East 2697.49 feet; thence North 0038'27" East 22.64 feet to a 5/8" iron pin;thence South 88956'31" East 1977.72 feet to a 5/8"iron pin and the REAL POINT OF BEGINNING;thence South 0'30'15"West 413.59 feet to a point;thence North 68054'11"West 26.71 feet to a point;thence North 0°30'15"East 217.93 feet to a point;thence 211.88 feet along the arc of a curve to the left,having a radius of 249.75 feet,a central angle of 48°36'25"and a long chord bearing North 23"47'57"West 205.58 feet to a point;thence South 88°55'31" East 109.62 feet to the POINT OF BEGINNING. Parcel N-A A portion of the Southwest Quarter of the Northwest Quarter of Section 3,Township 3 North,Range 1 West; Boise Meridian, Meridian,Ada County,Idaho,more particularly described as follows: Commencing at the corner common to Sections 4,9, 10 and the said Section 3;thence North 0038'11" East,2651.19 feet to the quarter corner common to said Section 3 and 4 as same was reestablished by LS 972(CP& F Instrument No.7852146,records of Ada County, Idaho);from which the Northwest corner of said Section 3 bears North 0"38'27" East,2697.49 feet; thence North 0"38'27" East 22.64 feet to a 5/8"iron pin;thence South 88'55'31" East,379.53 feet to the REAL POINT OF BEGINNING;thence Exhibit A-1, page 3 North 5'39'31"East,290.28 feet to a point,thence 46.45 feet along the arc of a nontangent curve to the right,having a radius of 250.00 feet,a central angle of 10"3846",and a long chord bearing South 49"22'43"East,46.39 feet to a point;thence South 44003'20" East,136.41 feet to a point;thence South 8018'10"East, 165.80 feet to a point;thence North 88055'31"West, 182.65 feet to the POINT OF BEGINNING. Parcel1V-B A portion of Government Lot 4 and the Southwest Quarter of the Northwest Quarter of Section 3, Township 3 North,Range 1 West Boise Meridian, Meridian,Ada County, Idaho more particularly described as follows: Commencing at the corner common to Sections 4,9,10 and the said Section 3;thence North 0038'11" East,2651.19 feet to the quarter corner common to said Section 3 and 4 as same was reestablished by LS 972(CP&F Instrument No.7852146,records of Ada County, Idaho);from which the Northwest corner of said Section 3 bears North 0038'27"East,2697.49 feet;thence North 0°38'27" East 22.64 feet to a 5/8" iron pin;thence South 88'55'31"East,834.71 feet to a point;thence North 1004'29" East,77.45 feet to the REAL POINT OF BEGINNING;thence 199.31 feet along the arc of curve to the right having a radius of 270.00 feet,a central angle of 42"1741"and a long chord bearing North 65"12'11"West, 194.81 feet to a point;thence North 44'03'20"West,198.06 feet to a point; thence North 37'38'05" East, 125.90 feet to a point;thence North 4'26'2W West, 178.94 feet to a point; thence North 49"13'43"West,619.18 feet to a point;thence North 89021'33"West,39.72 feet to a point;thence North 0938'27" East, 178.61 feet to a point;thence South 89021'33" East, 104.94 feet to a point;thence North 26°46'55" East,463.73 feet to a point;thence North 13°05'08" East, 186.18 feet to a point;thence South 89023'04"East,221.37 feet to a point;thence South 0°36'56"West,30.00 feet to a point;thence North 89023'04"West, 114.43 feet to a point;thence South 10038'11"West,162.48 feet to a point;thence South 5°36'09" East,260.95 feet to a point;thence South 48058'55"West,66.41 feet to a point;thence South IW49'04"West, 123.62 feet to a point;thence South 12000'00" East,85.00 feet to a point;thence South 53°26'21" East,142.60 feet to a point;thence South 6°51'51"West,151.05 feet to a point;thence South 41'14'14" East,171.06 feet to a point;thence South 89012'26" East, 122.33 feet to a point;thence South 43°03'05"East,60.00 feet to a point;thence South 0'36'15"West,671.50 feet to the POINT OF BEGINNING. Parcel IV-C A portion of the Northwest Quarter of Section 3,Township 3 North, Range 1 West, Boise Meridian, Meridian,Ada County, Idaho,more particularly described as follows: Commencing at the corner common to Sections 4,9, 10 and the said Section 3;thence North 0°38'11" East,2651.19 feet to the quarter corner common to said Sections 3 and 4 as same was reestablished by LS 972(CP&F Instrument No.7852146,records of Ada County, Idaho);from which the Northwest corner of said Section 3 bears North 0°38'27"East,2697.49 feet; thence North 0°38'27" East 22.64 feet to a 5/8'iron pin;thence South 88"55'31"East, 1784.61 feet to a point; thence North 1004'29" East,303.15 feet to the REAL POINT OF BEGINNING;thence North 66°28'40"West, 157.70 feet to a point;thence Exhibit A-1, page 4 North 56'56'39"West,717.37 feet to a point;thence North 8902344"West,36.12 feet to a point; thence North 0036'28" East,5.00 feet to a point;thence 154.59 feet along the arc of a nontangent curve to the left, having a radius of 225.00 feet,a central angle of 39°22'00",and a long chord bearing North 19004'45"West,151.57 feet to a point;thence North 38'45'45"West,39.00 feet to a point; thence North 51'14'15" East, 110.00 feet to a point;thence North 26011'31"West,134.78 feet to a point;thence North 4°04'20"West,277.45 feet to a point;thence North 31046'35"West,241.56 feet to a point;thence North 0"36'56"East, 232.59 feet to a point;thence North 89023'04"West, 110.00 feet to a point;thence North 0°36'56" East,30.00 feet to a point;thence South 89"23'04" East, 175.94 feet to a point;thence South 78°05'29" East,71.13 feet to a point;thence South 63°13'16" East,65.34 feet to a point;thence South 56°28'32" East,79.07 feet to a point;thence South 53°15'09" East,86.07 feet to a point,thence South 42031'18" East,70.53 feet to a point,thence South 35028'22" East,77.08 feet to a point;thence South 5°49'06" East,249.89 feet to a point;thence South 8'16'07"East, 125.42 feet to a point;thence South 13'56'20" East,266.06 feet to a point;thence South 4204329" East,283.07 feet to a point;thence North 61°49'13" East, 165.37 feet to a point;thence North 11"00'42"West,399.24 feet to a point;thence South 89018'49"East,398.40 feet to a point;thence South 79402'15" East,61.16 feet to a point;thence South 60"40'15" East,164.39 feet to a point;thence South 85°10'18" East,136.30 feet to a point;thence South 0030'15"West,235.93 feet to a point;thence North 89029'45"West,80.00 feet to a point;thence South 78'33'49"West, 182.71 feet to a point; thence South 11045'15"West, 185.77 feet to a point;thence South 0°30'15"West,154.10 feet to a point;thence 288.86 feet along the arc of a nontangent curve to the left,having a radius of 425.00 feet,a central angle of 38056'31",and a long chord bearing South 63004'11"West,283.33 feet to the POINT OF BEGINNING. EXCEPTING THEREFROM: A portion of the Northwest quarter of Section 3,Township 3 North,Range i West, Boise Meridian,Ada County,Idaho and more particularly described as follows: Beginning at a brass cap marking the Northeast corner of the Northwest quarter of Section 3,Township 3 North, Range 1 West,Boise Meridian,Ada County,Idaho; thence along the Easterly boundary of the said Northwest quarter of Section 3, South 00"27'29"West 1,365.57 feet to an iron pin marking the Southeast corner of the Northeast quarter of the Northwest quarter of Section 3,said iron pin also being on the Northerly boundary of The Lake at Cherry Lane No.4 Subdivision as filed for record in the office of the Ada County Recorder, Boise, Idaho,in Book 74 of Plats at Pages 7674 and 7675; thence leaving said Easterly boundary and along the said Northerly boundary of The Lake at Cherry Lane No.4 Subdivision, North 89018'58"West 301.76 feet to an iron pin marking the Northwest comer of said The Lake at Cherry Lane No.4 subdivision;thence leaving said Northerly boundary and along the Westerly boundary of said The Lake at Cherry Lane No.4 Subdivision, South 00"30'18"West 486.13 feet to an iron pin,said iron pin being the Real Point of Beginning;thence continuing along said Westerly boundary, South 00030'18"West 19.38 feet to a point;thence leaving said Northwesterly boundary,North 89029'45"West 79.95 feet to a point;thence South 78°33'49'West 182.71 feet to a point;thence North 11°45'06" East 20.62 feet to a point;thence North 78°53'05"East 183.47 feet to a point;thence South 89°29'54" East 74.99 feet to the Point of Beginning. Exhibit A-1, page 5 FURTHER EXCEPTING THEREFROM: A portion of the Northwest quarter of Section 3,Township 3 North,Range 1 West,Boise Meridian, Meridian,Ada County, Idaho and more particularly described as follows: Beginning at a brass cap marking the Northeast corner of the Northwest quarter of Section 3,Township 3 North, Range 1 West,Boise Meridian,Meridian Ada County,Idaho; thence along the Easterly boundary of the said Northwest quarter of Section 3, South 009272.9"West 1,36S.57 feet to an iron pin marking the Southeast comer of the Northeast quarter of the Northwest quarter of Section 3,said Iron pin also being on the Northerly boundary of The Lake at Cherry Lane No.4 Subdivision as filed for record In the office of the Ada County Recorder, Boise, Idaho,in Book 74 of Plats at Pages 7674 and 7675, thence leaving said Easterly boundary and along the said Northerly boundary of The Lake at Cherry Lane No.4 Subdivision, North 89018'58"West 301.76 feet to an iron pin marking the Northwest corner of said The Lake at Cherry Lane No.4 subdivision; thence leaving said Northerly boundary and along the Westerly boundary of said The Lake at Cherry Lane No.4 Subdivision, South 00030'18"West 486.13 feet to an iron pin;thence leaving said Westerly boundary North 89029'54"West 74.97 feet to an iron pin;thence South 78053'05"West 183.47 feet to an iron pin,said iron pin being the Real Point of Beginning;thence South 11045'06"West 206.39 feet to an iron pin;thence South 00°30'06"West 154.08 feet to an iron pin,thence Southwesterly 24.54 feet along the arc of a curve to the left said curve having a radius of 425.00 feet,a central angle of 03"18'29",and a long chord bearing South 80°53'03"West 24.54 feet,to a point on the Easterly right of way of the Eight Mile Lateral; thence along said Easterly right of way North 00°42'19"East 347.61 feet to a point;thence leaving said Easterly said right of way North 78053'05" East 64.54 feet to the Real Point of Beginning. Parcel IV-D A portion of the Southeast Quarter of the Northwest Quarter of Section 3,Township 3 North,Range 1 West, Boise Meridian,Meridian,Ada County, Idaho, more particularly described as follows: Commencing at the corner common to Sections 4,9, 10 and the said Section 3;thence North 0°38'11" East,2651.19 feet to the quarter corner common to said Sections 3 and 4 as same was reestablished by LS 972(CP&F instrument No.7852146,records of Ada County, Idaho);from which the Northwest corner of said Section 3 bears North 0°38'27" East,2697.49 feet; thence North 0"38'27"East 22.64 feet to a 5/8"iron pin;thence South 88955'31"East, 1614.53 feet to the REAL POINT OF BEGINNING;thence North 10033'50" East,72.37 feet to a point;thence 129.52 feet along the arc of a nontangent curve to the right, having a radius of 600.00 feet,a central angle of 12°22'07",and a long chord bearing South 56'49'29"East, 129.27 feet to a point;thence South 50°38'25" East,4.33 feet to a point;thence North 88°5531"West,124.84 feet to the POINT OF BEGINNING. ParcellV-E Exhibit A-1, page 6 A portion of the Southeast Quarter of the Northwest Quarter of Section 3,Township 3 North, Range 1 West,Boise Meridian, Meridian,Ada County, Idaho,more particularly described as follows: Commencing at the corner common to Sections 4,9, 10 and the said Section 3;thence North 0°38'11" East,2651.19 feet to the quarter comer common to said Sections 3 and 4 as same was reestablished by I.S.972(CP&F Instrument No.7852146,records of Ada County, Idaho);from which the Northwest corner of said Section 3 bears North 0038'27"East,2697.49 feet; thence North 0038'27"East 22.64 feet to a 5/8"iron pin;thence South 8805531" East,1977.72 feet to a 5/8"iron pin and the REAL POINT OF BEGINNING;thence North 88855'31"West 109.62 feet to a point;thence 12.06 feet along the arc of a nontangent curve to the left,Laving a radius of 249.75 feet,a central angle of 2°32'16",and a long chord hearing North 49022'17"West, 11.06 feet to a point;thence North 50°38'25"West,94.32 feet to a point;thence 60.45 feet along the arc of a curve to the left, having a radius of 680.00 feet,a central angle of 5°05'36",and a long chord bearing North 53011'13" West,60.43 feet to a point;thence 30.13 feet along the arc of a curve to the right, having a radius of 20.00 feet,a central angle of 86018'50",and a long chord bearing North 12°34'36"West,27.36 feet to a point;thence North 30"34'50" East,84.13 feet to a point;thence 269.77 feet along the arc of a curve to the right, having a radius of 375.00 feet,a central angle of 41'13'04",and a long chord bearing North 51*11'21" East,263.99 feet to a point; thence South 0°30'15"West,369.89 feet to the POINT OF BEGINNING. Parcel V Lots 1 and 52 in Block 5,and Lot 11 in Block 9 of Cherry Lane Village No. 1 Subdivision,according to the plat thereof filed in Book 44 of Plats at Pages 3537 through 3538, records of Ada County, Idaho. Parcel VI Lots 12 and 21 in Block 9 and Lot 4 in Block 11 and Lot 53 in Block 5 of Cherry Lane Village No.2 Subdivision,according to the plat thereof,filed In Book 46 of Plats at Pages 3791 and 3792,records of Ada County, Idaho. Parcel VII Lot 83 in Block 5 and Lot 14, in Block 13 Cherry Lane Village No.3 Subdivision according to the official plat thereof filed In Boots 58 of Plats at Pages 5473 through 5475, records of Ada County, Idaho. EXCEPTING THEREFROM that portion of Lot 83 in Block 5 of the proposed Cherry Lane Village No.3 Subdivision located in the SE Y of Section 3,T.3N., R. 1W., B.M.,Ada County,Idaho,and more particularly described as follows: Beginning at a brass cap marking the Southeast corner of said SE%;thence North 00019'11"East 451.29 feet along the Easterly boundary of said SE X and the centerline of Ten Mile Road to a point marking the intersection of the centerline of the proposed Woodmont Drive and said centerline of Ten Mile Road;thence along the following courses and distances along said proposed centerline of Woodmont Drive; North 89040'49"West 136.00 feet to a point of curve;thence Northwesterly along a curve to the right 54.87 feet,said curve having a central angle of 21040'49",a radius of 145.00 feet,tangents of 27.77 feet and a long chord of 54.54 feet bearing North 78°50'25"West to a point of tangent;thence Exhibit A-1, page 7 North 68000'00"West 171.40 feet to a point of curve;thence Northwesterly along a curve to the left 78.86 feet,said curve having a central angle of 25049'14",a radius of 175.00 feet,tangents of 40.11 feet and a long chord of 78.20 feet bearing North 80054'37"West to a point of ending of curve;thence leaving said proposed centerline of Woodmont Drive along a non-tangent line, South 05'35'15"West 25.40 feet to a point marking the Northwesterly corner of Lot 84, Block 5 of said proposed Cherry Lane Village No.3 Subdivision,also said point being on the Southwesterly right-of-way line of said proposed Woodmont Drive,said point also being the REAL POINT OF BEGINNING; thence continuing South 05°35'15"West 66.64 feet along the Westerly boundary of said Lot 84, Block 5 to a point marking the Southwesterly corner of said Lot 94, Block 5,also said point being on the Southerly boundary of said proposed Cherry Lane Village No.3 Subdivision; thence North 60.50'49"West 3.00 feet along said Southerly boundary of the proposed Cherry Lane Village No.3 Subdivision to a point;thence leaving said Southerly boundary, North 05013'51"West 62.96 feet to a point on said Southerly right-of-way line of proposed Woodmont Drive,also said point being a point on curve; thence Northeasterly along a non-tangent curve to the right along said Southerly right-of-way line of proposed Woodmont Drive 15.01 feet,said curve having a central angle of 05044'02",a radius of 150.00 feet,tangents of 7.51 feet and a long chord of 15.00 feet bearing North 81°43'36"East to the POINT OF BEGINNING. Parcel Vlll Lot 28 in Block 11 and Lot 39 in Block 13 Cherry Lane Village No.4 Subdivision according to the official plat thereof filed in Book 63 of Plats at Pages 6376 and 6377, records of Ada County,Idaho. Parcel IX Lot 9 in Block 1 of Record of Survey No.802 of adjusted lot lines for lots 8,9 and 10,in Block 1 of The Lake at Cherry Lane,according to the plat thereof,filed In Book 52 of Plats at Pages 4569 and 4570, records of Ada County, Idaho. EXCEPT that portion lying within the original Lot 8. Parcel X Lot 5 in Block 1 and Lot 13 in Block 2,The Lake at Cherry Lane No.2,according to the official plat thereof,filed In Book 54 of Plats at Pages 4882 and 4883,records of Ada County, Idaho. Parcel XI Lot 24 in Block 2 of The Lake at Cherry Lane No.3 Subdivision according to the official plat thereof filed in Book 70 of Plats at Pages 7167 and 7168,records of Ada County,Idaho. Parcel XII Lot 19 in Block 1 and Lot 46 in Block 2 of The Lake at Cherry Lane No.4 Subdivision,according to the official plat thereof,filed in Book 74 of Plats at Page 7674 and 7675,records of Ada County,Idaho. Exhibit A-I, page 8 A 0 o � I I O ; l r y r II a o • M.Ten►�L lli i 1 � I fit HIS t Gravity Irrigation Crossings CITY OF MERIDIAN �r o Exhibit Lakeview Golf Course — o Irrigation Renovation Project 1 !- IRS] w.,. arw '"uli,n,++"' DE�9GIV GRQUP,ue Exhibit B-1 vaez&e 1503 FIRST STREET SOUTH NAMPA,IDAHO 83651-4395 ltlly 19,2022 FAX 4208-463-0092 nmid.org OFFICE: Nampa 208-466-7861 Mike Barton,Parks Superintendent SHOP: Nampa 208.466-0663 City of Meridian, Park's& Recreation 33 E.Broadway Ave Meridian,ID 83642 RE: Lakeview Gravity Irrigation Crossing/Plans Dated 7/12/2022 Dear Mike: Nampa & Meridian Irrigation District (NMID) has finished its review of this proposed crossings of irrigation lines, which affects the District's Eight Mile Lateral.The easement for the Eight Mile Lateral at this location is a minimum of eighty feet(80')total, forty feet(40')from centerline each side. In accordance with the plans,the Eight Mile Lateral is proposed to be crossed four times. One of these crossings will cross over the Eight Mile Lateral being attached to the site of an existing bridge crossing above the high water mark. The other three crossings will cross at a minimum of six feet below the bottom of the piped Eight Mile Lateral using HDPE pipe SDR 13.5. The crossings under the Eight Mile Lateral will be performed by directional boring. NMID will find this project acceptable providing a License Agreement is obtained for the items mentioned in this letter. Please contact the District's Attorney Bryce Farris, of Sawtooth Law Offices, at(208)629-7447, 1101 W. River St., Ste. 110, Boise, ID 83702; so he may prepare this agreement. It will be presented to NMID, for review and approval before stity work begins. Should you have any further questions regarding this letter, please feel free to give me a call. Sincerely, Greg G.Curtis Water Superintendent Nampa& Meridian Irrigation District GGCI gnf Cc: Office/file Attorney Farris D. Duvall,Asst.Water Superintendent S.Pardc%%- .Dcxc:lupmenLCuordinutor P. Iiuddlestun;Crew Foreman A. Wolfe,PUIS Foreman W. King,Rider 4 APPROYDAATE IRRIGABLE ACRES RIVER FLOW RIGHTS-23A00 BOISE PROJECT RIGHTS-40.000 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: License Agreement Between the Ada County Highway District and the City of Meridian Regarding Downtown Trees and Flower Pots Additional Water Connection (space reserved for recording) Property Management No. RWLA2022-0032 Street: 925 N Main Street T 3N, R 1 E, S 07 LICENSE AGREEMENT THIS LICENSE AGREEMENT (the "Agreement") is made and entered into this 9th day of August ' 20 22, by and between the ADA COUNTY HIGHWAY DISTRICT, a body politic and corporate of the state of Idaho, ("ACHD") and City of Meridian, ("Licensee"). WITNESSETH : For good and valuable consideration, the receipt and sufficiency of which is acknowledged by the parties: SECTION 1. RECITALS. 1.1 Licensee owns the real property adjacent to the public right-of-way located in Ada County, Idaho, municipally described as 925 N Main St Meridian ID 83642, and more particularly described on Exhibit"A" attached hereto ("Licensee's Property"). 1.2 ACHD owns and has exclusive jurisdiction over the public right-of-way adjacent to Licensee's Property, located in Ada County, Idaho, municipally described as E State St & N Main St more particularly described and/or depicted on Exhibit"B" attached hereto(the"Right-of-Way"). 1.3 Licensee desires a license to use the Right-of-Way for the limited purposes hereinafter set forth, and, for the consideration and on the terms and conditions hereinafter set forth, ACHD is willing to extend such license to Licensee. SECTION 2, LICENSE; LICENSE NOT EXCLUSIVE. 2A On the terms and conditions hereinafter set forth, ACHD hereby extends to Licensee a license on, over, across and under the Right-of-Way for the following uses and purposes("Authorized Use") and no others as more particularly described on Exhibit"C" attached hereto. The parties contemplate that upon further development by Licensee, any additional licenses requested by Licensee shall be incorporated into this License Agreement by means of an addendum signed by both parties. Licensee to place Sprinkler parts, valves, boxes, backflow and cage, in the Right-of-Way located at 925 N Main Street. The City of Meridian will be the responsible party to take care of SH-2022 MASTER LICENSE AGREEMENT- Page 1 (11/13/08) issues that may occur with the watering/irrigation system. This irrigation point of connection will be for the downtown trees. Licensee is responsible for all maintenance, repair and/or replacement of licensed items. Any damage or destruction of existing public improvements that occur due to the construction of licensee's improvements or due to the existence of the licensed improvements are the sole responsibility and cost of the licensee to repair or replace affected improvements. Public improvements include but are not limited to the existing sidewalk, concrete curbing, drainage pipes, asphalt, grass, shrubs or trees. ACHD is indemnified and will not be held liable from any claim due to including but not limited to injury and/or death on the items licensed to be constructed within the public Right-of-Way. (Note to Licensee: NO trees have been proposed within ACHD R/W, Storm Drain Easement or Roadside Swales with this request. If Licensee wishes to amend this License Agreement to include the installation of trees, Licensee must provide to the District the License Agreement Request Application and attach the amended exhibit showing detail of trees to be installed. Roadside Swale Criteria: Only 1 tree per lot line is allowed located at the backside of the Swale. Pressure Irrigation Systems shall include a dedicated irrigation line operated by the HOA). Licensee to contact Digline Inc.,prior to start of construction. Licensee to contact Construction Services at 387.6280 to verify if a construction permit is required. 2.2 This Agreement does not extend to Licensee the right to use the Right-of-Way to the exclusion of ACHD for any use within its jurisdiction, authority and discretion or of others to the extent authorized by law to use public right-of-way. If the Right-of-Way has been opened as a public Highway(as used in the Agreement the term "Highway" is as defined in Idaho Code§40-109(5)) Licensee's Authorized Use is subject to the rights of the public to use the Right-of-Way for Highway purposes. Licensee's Authorized Use is also subject to the rights of holders of easements of record or obvious on inspection of the Right-of-Way and statutory rights of utilities to use the public right-of-way. This Agreement it is not intended to, and shall not, preclude or impede the ability of ACHD to enter into other similar agreements in the future allowing third parties to also use its public rights-of-way, or the ability of ACHD to redesign, reconstruct, relocate, maintain and improve its public rights-of-way and Highways as authorized by law and as it determines, in its sole discretion, is appropriate. SECTION 3. CONSTRUCTION, OR INSTALLATION OF IMPROVEMENTS. Any repairs or maintenance, of the Licensee's improvements currently located in the Right-of-Way or the installation or construction of improvements by Licensee in the Right-of-Way as permitted by the Authorized Use, (the "Improvements"), shall be accomplished in accordance with designs, plans and specifications approved in advance and in writing by ACHD as required to satisfy applicable laws, its policies and good engineering practices. In approving such plans and specifications, ACHD assumes no responsibility for any SH-2022 MASTER LICENSE AGREEMENT-Page 2 (11/13/08) deficiencies or inadequacies in the design or construction of the Improvements, and the responsibility therefor shall be and remain in Licensee. SECTION 4. WAIVER AND ESTOPPEL STATEMENT BY LICENSEE. Licensee acknowledges and agrees that the license granted herein is temporary, and merely a permissive use of the Right-of-Way pursuant to this Agreement, Licensee further acknowledges and agrees that it specifically assumes the risk that the license pursuant to this Agreement may be terminated before Licensee has realized the economic benefit of the cost of installing, constructing, repairing, or maintaining the Improvements, and Licensee hereby waives and estops itself from asserting any claim that the license is in any way irrevocable because Licensee has expended funds on the Improvements and the Agreement has not been in effect for a period sufficient for Licensee to realize the economic benefit from such expenditures. SECTION 5. TERM. 5.1 The term of this Agreement will commence on the 9th day of August 202_; and will continue until terminated by ACHD, with or without cause, which termination shall be effective following THIRTY(30) DAYS advance written notice of termination given to Licensee. Upon expiration of the THIRTY (30) DAYS, ACHD shall record a Revocation of Master License Agreement in the Official Real Property Records of Ada County, Idaho. 5.2 If Licensee defaults in the performance of any obligations incumbent upon it to perform hereunder ACHD may terminate this Agreement and the rights extended to Licensee hereunder at any time, effective at the end of THIRTY (30) days following the date ACHD shall provide written notice of termination to Licensee, which notice shall specify such default(s). Licensee shall have such THRITY(30) day period to correct and cure the specified defaults, and if so corrected and cured, to the satisfaction of ACHD, this Agreement shall not be terminated but shall continue in full force and effect. SECTION 6. FEE. There is no fee for the Licensee's Authorized Use of the Right-of-Way under this Agreement. SECTION 7. MAINTENANCE: FAILURE TO MAINTAIN; RELOCATION OF UTILITIES. 7.1 At its sole cost and expense, Licensee shall maintain the Improvements in good condition and repair and as required to satisfy applicable laws, the policies of ACHD and sound engineering practices. Licensee shall have access over, across and under the Right-of-Way for the purposes of accomplishing such repair and maintenance. 7.2 If the Highway on and/or adjacent to the Right-of-Way is damaged as a result of: () the performance by Licensee of the maintenance required by section 7, or the failure or neglect to perform such maintenance; and/or SH-2022 MASTER LICENSE AGREEMENT-Page 3 (11/13/08) (ii) Licensee's design, installation or use of the Improvements, regardless of cause; at its sole cost and expense Licensee shall forthwith correct such deficiency and restore the Highway and the surface of the Right-of-Way to the same condition it was in prior thereto, and if Licensee 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 Licensee agrees to reimburse ACHD for the costs and expenses thereof, including, without limitation, reasonable compensation for the use of staff and equipment of ACHD. 7.3 Notwithstanding the provisions of section 7.2, should an emergency exist related to the Licensee's use of this license which threatens the stability or function of the Highway on or adjacent to the Right-of-Way or the safety of the public use thereof, ACHD shall have the right to immediately perform, on behalf of, and at the cost of Licensee necessary emergency repairs. 7.4 Licensee will be responsible for the relocation of any existing utilities located on the Right- of-Way as may be required in connection with any construction or installation of Improvements by Licensee in the Right-of-Way. SECTION 8. RELOCATION OF IMPROVEMENTS. If during the term of this Agreement ACHD requires, in its sole discretion, at any time, and from time to time, that the Highway on and/or adjacent to the Right-of- Way be widened and/or realigned, redesigned, improved and/or reconstructed, Licensee hereby accepts responsibility for all costs for relocating, modifying or otherwise adapting the Improvements to such realignment and/or relocation and/or reconstruction if required by ACHD, which shall be accomplished by Licensee according to designs, plans and specifications approved in advance by ACHD in writing; provided ACHD gives Licensee adequate written notice as necessary to allow Licensee to redesign, relocate, modify or adapt the Improvements to the realignment and/or relocation and/or reconstruction of the Highway and also licenses Licensee such additional area of its right-of-way, if any, as may be necessary for the proper operation of the Improvements. SECTION 9. PERMIT. If the proposed construction and installation of the Improvements, or any reconstruction, relocation or maintenance thereof requires Licensee to obtain a permit under ACHD policies, Licensee shall first obtain such permit from ACHD (Construction Services Division) before commencing such work, and pay the required fees and otherwise comply with the conditions set forth therein. SECTION 10. NO TITLE IN LICENSEE. Except as expressly provided herein, the terms and conditions of this Agreement shall not create any type of property right, title or interest in Licensee in or to the Right-of- Way other than the right to temporarily use the same pursuant to the terms of this Agreement. SECTION 11. NO COSTS TO ACHD. Any and all costs and expenses associated with Licensee's Authorized Use of the Right-of-Way, or any construction or installation of Improvements thereon, or the SH-2022 MASTER LICENSE AGREEMENT-Page 4 (11/13/08) repair and maintenance thereof, or the relocation of Improvements or utilities thereon, or the restoration thereof at the termination of this Agreement, shall be at the sole cost and expense of Licensee. SECTION 12. TAXES AND ASSESSMENTS. Licensee agrees to pay all special assessments and personal property taxes that may be levied and assessed on the Improvements during the term of this Agreement. SECTION 13. RESTORATION ON TERMINATION. Upon termination of this Agreement, Licensee will promptly remove all Improvements and restore the Right-of-Way to at least its present condition. Should Licensee fail or neglect to promptly remove the Improvements and restore the Right-of-Way, ACHD may do so, and assess Licensee for the costs thereof. Provided, ACHD and Licensee may agree in writing that some or all of such Improvements are to remain on the Right-of-Way following termination, and by entering into such an agreement Licensee thereby disclaims all right, title and interest in and to the same, and hereby grants such Improvements to ACHD, at no cost. Further provided, if the Authorized Use of the Right-of-Way under this Agreement is for landscaping in ACHD right-of-way and the irrigation and maintenance thereof, and the general purpose government with jurisdiction has adopted ordinances, rules and regulations governing the landscaping and maintenance of such right-of-way by owners of the adjacent property, to the extent such owners are obligated to maintain and irrigate the landscaping Licensee need not remove the same from the Right-of-Way. SECTION 14. INDEMNIFICATION. Licensee hereby indemnifies and holds ACHD harmless from and against any and all claims or actions for loss, injury, death, damages, mechanics and other liens, arising out of the failure or neglect of Licensee, Licensee's employees, contractors and agents, to properly and reasonably make Authorized Use of the Right-of-Way or properly construct, install, plant, repair or maintain the Improvements thereon, or that otherwise result from the use and occupation of the Right-of-Way by Licensee, and including any attorney fees and costs that may be incurred by ACHD in defense of such claims or actions indemnified against by Licensee hereunder. For claims or actions arising out of failures or neglect occurring during the term of this Agreement, Licensee's obligations pursuant to this section shall survive the termination of this Agreement. SECTION 15. COMPLIANCE WITH LAW: WASTE AND NUISANCES PROHIBITED. In connection with Licensee's use of the Right-of-Way, throughout the term of this Agreement Licensee covenants and agrees to: (i) comply and observe in all respects any and all, federal, state and local statutes, ordinances, policies, rules and regulations, including, without limitation, those relating to traffic and pedestrian safety, the Clean Water Act and/or to the presence, use, generation, release, discharge, storage or disposal in, on or under the Right-of-way of any Hazardous Materials (defined as any substance or material defined or designated as hazardous or toxic waste, material or substance, or other similar term, by any federal, state or local environmental statute, regulation or occurrence presently in effect or that may be promulgated in the future); (ii) obtain any and all permits and approvals required by ACHD or any other unit of government; and (iii) commit no waste or allow any nuisance on the Right-of-Way. Licensee covenants and agrees to indemnify and hold ACHD harmless from and against any and all claims, demands, damages, liens, liabilities and expenses (including without limitation, reasonable attorneys'fees), arising directly or indirectly SH-2022 MASTER LICENSE AGREEMENT-Page 5 (11/13/08) from or in any way connected with the breach of the foregoing covenant. These covenants shall survive the termination of this Agreement. SECTION 16. ASSIGNMENT. Licensee, upon the prior written consent of ACHD, may sell, assign or otherwise transfer this Agreement. Upon execution of the Assignment, the assignee assumes all obligations, warranties, covenants and agreements of Licensee herein contained. SECTION 17. ATTORNEYS' FEES. In any suit, action or appeal therefrom to enforce or interpret this Agreement, the prevailing party shall be entitled to recover its costs incurred therein, including reasonable attorneys'fees. SECTION 18. NOTICE. Any notice under this Agreement shall be in writing and be delivered in person, or by United States Mails, postage prepaid, or by public or private 24-hour overnight courier service (so long as such service provides written confirmation of delivery), or by facsimile verified by electronic confirmation. All notices shall be addressed to the party at the address set forth below or at such other addresses as the parties may from time to time direct in writing by notice given the other. Any notice shall be deemed to have been given on (a) actual delivery or refusal, (b) three (3) days following the day of deposit in the United States Mails, (c) the day of delivery to the overnight courier, or (d) the day facsimile delivery is electronically confirmed. If to ACHD: Ada County Highway District 3775 Adams Street Garden City, Idaho 83714 Attn: Right of Way Division If to Licensee: City of Meridian Parks Maintenance Manager 33 E Broadway Ave Meridian, ID 83642 SECTION 19. SUCCESSORS AND ASSIGNS. This Agreement, the license herein extended, and the covenants and agreements herein contained shall inure to the benefit of and be binding upon the parties hereto and their successors and, if consented to by ACHD under section 16, Licensee's assigns. SECTION 20. EXHIBITS. All exhibits attached hereto and the recitals contained herein are incorporated herein as if set forth in full herein. SECTION 21. RECORDATION. N/A SECTION 22. Warranty of Authority to Execute. SH-2022 MASTER LICENSE AGREEMENT-Page 6 (11/13/08) 22.1 The person executing this Agreement on behalf of ACHD represents and warrants due authorization to do so on behalf of ACHD, and that upon execution of this Agreement on behalf of ACHD, the same is binding upon, and shall inure to the benefit of,ACHD. 22.2 If Licensee is not a natural person, the person executing the Agreement on behalf of Licensee represents and warrants due authorization to do so on behalf of Licensee, and that upon execution of this Agreement on behalf of Licensee, the same is binding upon, and shall inure to the benefit, of Licensee. IN WITNESS WHEREOF, the undersigned have caused this Agreement to be executed the day, month and year first set forth above. SH-2022 MASTER LICENSE AGREEMENT- Page 7 (11113/08) ADA COUNTY HIGHWAY'DISTRICT ia�l By: David Serdar its: Right of Way Supervisor STATE OF IDAHO ss. County of Ada ) On this Eday of , 2Q2 before me, t—t vCk- , a Notary Public in and for the State of Idaho, personally appeared, David Serdar kno or identified to me to be the Right of Way Supervisor for the Ada County Highway District, the person who executed this instrument on behalf of said District,and acknowledged to me that the Ada County Highway District executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. •''`�������'�� Notary Publi d for fdaho �.•�•` � ktA�T••. •°� F/••••'f Ar•• ��'� Residing at. _ w.000 RI'ti•n • : My commission expires: Comm.57490 ;Exp.02/25/2023� O ` IPA 666** OF 0884112561011 MASTER LICENSE AGREEMENT-Page 8 SH-2022 (11/13/08) Ep Auc �sr , ,moo o Robert E . Simison, Mayor 8 - 9 -2022 � ttes i , r By Brad Hoaglun, Council President E�DIAH 0o � } Chris J h e - 9 - 022 Uj SEAL State o daho ) o, the 1REP�J�� ss . County of Ada ) On this 9th day of August 2022 before me , the undersigned, a Notary Public in and for State, personally appeared Brad Hoaglun and Chris Johnson, known to me to be the Council President and City Clerk respectively of the C ITY OF MERIDIAN, the entity that executed the foregoing instrument and acknowledged to me that such entity executed the same . IN WITNESS WHEROF , I have hereunto set my hand and affixed my official seal, the day and year in this certificate first above written . AN!&Now& bytL)m F Z CHARLENE WAY Notary Public for the State of aho COMMISSION No. 87390 Residing in Meridian, Idaho NOTARY PUBLIC STATE OF IDAHO My Commission Expires : 3 - 28 - 2028 hh ibit A - Description of Sub. ct Prop Exhibit 6 , Depiction of ACHUS Rlghk-cif Vay E�tt l 1 C - N. giction of Vicinity Exhlbld D - 1' 1c1lure of Detail Tho Ada CouRly Highway Distrir.� (ACHD) is wrr,rrtittarl lol compliarice with Tale Vi of the CIVII Rj h1s Act of 1 ,964 aria xelated regulations and direct ves, ACHO assures fleet no person shall on th9 gtorip(Is aof :e, CA x no iond orrgtn, gender, 6abOy or a , be 0.(4hided from padicp$tiora in, be den gd the bar4fts of pia 01hery ISee sUbjected to dimimiriatim oodeF atly A CHD serore, program or activity, S H -2022 MASTER LICENSE AGREEMENT - Page 9 Property Management No. RWL_A2022-0032 Street: Main & State Ave T 3N, R 1 E, S 07 Physical location of License Agreement: ACHD Right of Way adjacent to: LOTS 16 17 BLK 1 F A NOURSES 2"D ADD #96013161 PARCEL#R6129010005 n n �• r r r +r ♦0 go! • ♦ r rr►r r 10, P f rrr r ♦♦*,& 1012 ♦r r ►►r+♦ .s rr s♦r rr, r ii►+'r+ . 00 Frr rf.♦ rr/r rI r rrr r ♦♦ re ►r �r rrr r • ♦ ri r rrr,ri • fr♦rr • ryr♦r� r, +♦ 1r �1 �1 rIr _ r r•,'fr++,+. ►r{rrf♦♦ + rr rrr ► r r► r♦ r r r ✓ + r rrl1 ►rsrrgot ♦ ♦rrr +r ♦ ♦ri ♦r ►rrr ♦ ♦rrirrsR +rr►r►rrr.0 ri►♦r►♦r rr + rr fOr O0.rorrr rr r+I r r ♦rr♦ ♦r►fr r♦i r►,� At if r:♦r♦fir►�►r{rr rrfir♦♦ s if*r♦,rrr♦r rr`rr f� r `.; ♦ ♦r fry f r E State A�► Irrigation point of connection and ♦•r� ackflow assembly r" t r f ,•. __ , ♦ for downtown trees. M�'• 'r■.`,}r, �r r � r�r` OF r♦�,rr r:f r♦�r?i�.rr rrr,+r,'r r r rr err irr • t � rrr r f � r rr r ! r r 929 �, rr •+ 930 •� �s - 40 1161 %9t�5 rrr r •4?f+� L. s 925 Rj rr •! rf r 925 r++r rf rr;fF 925 ri + r oil rr 925 10 r0 0 ■ ot"fir+ r+fir l ol r I? rrj rfr, rr♦!rr rr�,rr r♦ t ,� r►r 1 This map is a representation of features on the ground and is not survey-grade rr r/r r� : 384 accurate.ACHD shall not be liable for any inaccuracies thereon. !11.111 n n E W kiln AOA _ 313 3 115 b •4t II � Ei Carlton Ave I.I•.II' I'I •c r wr' Irrigation point of connection and 134 y ;+ backflow assembly for downtown trees. io- E State Ave M •h Y i I I LL'y Z '7 1.2r7 '1 35 929' 'Ca 2' 55. 15 11l i 27 542� �,. 55 9''25` ¢� ' -925 r 2i F ! c -- �1 913 u1 { T xs - 22 ��� �1�� 91 it F- d. 1'lC 22'4 06 • `F�3 i - - F -.2 a '� $2� 8I8 25AIM `2 ' 1 83p t 3T �� 2 82Q $ r f 30. � f 8' $ SIDS 26 .136y e r i vvi This map is a representation of features on the ground and is not survey-grade +� '126 1: 1,536 accurate.ACHD shall not be liable for any inaccuracies thereon. Idaho Ave r ►� f r� �r Exhibit "T Main St �N Main St o � rc,. 7v7r C C [ , t .s R3 n z y' cw to r- +t- w IDIAN� AGENDA ITEM ITEM TOPIC: Interagency Agreement Between the Ada County Highway District and the City of Meridian for Water and Sewer Improvements for Locust Grove Road, Overland Road To Victory Road, ACHD Project No. 519034.001 & 319043 Mayor Robert E. Simison Wil IDIAN�--� City Counc Members Joe Borton Treg Bernt Public Works Luke Cavener Brad Hoaglun Department Jessica Perreault Liz Strader TO: Mayor Robert E. Simison Members of the City Council FROM: Tyson Glock Staff Engineer II DATE: 7/21/22 SUBJECT: INTERAGENCY AGREEMENT BETWEEN THE ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN FOR WATER, AND SEWER IMPROVEMENTS FOR LOCUST GROVE ROAD, OVERLAND ROAD TO VICTORY ROAD. ACHD PROJECT NO. 519034.001 & 319043 I. RECOMMENDED ACTION A. Move to: 1. Approve the attached agreement with the Ada County Highway District ("ACHD"). 2. Authorize the Mayor to sign the agreement II. DEPARTMENT CONTACT PERSONS Tyson Glock, Staff Engineer II 208-489-0358 Kyle Radek—Assistant City Engineer 208-489-0343 Warren Stewart, City Engineer 208-489-0350 Laurelei McVey, Director of Public Works 208-985-1259 III. DESCRIPTION A. Background ACHD will be widening Locust Grove Road to five lanes between Overland Road and Victory Road including a roundabout at the intersection of Locust Grove Road Page I of 3 and Victory road as part of their 2022 roadway program. Both projects are being covered under one IAA. As part of the construction, City of Meridian utilities are being adjusted to meet required clearances, sewer main issues are being repaired, a water transmission line is being installed from Well 17 to Victory Storage Tank, and service connections will be made for interested parties. The construction will also allow the City to stub out utilities for future development. B. Proposed Project ACHD will improve Locust Grove Road from Overland Road to Victory Road, including the intersection of Locust Grove and Victory. During construction, ACHD will have City of Meridian water and sewer improvements installed by their contractor. The water portion will consist of the installing of approximately 3,000 ft of 8-inch, 12-inch, and 16-inch PVC pipe and 1,000 ft of 16-inch and 24- inch HDPE pipe, subsequent adjustments of water valves, stubbing water to an unserved area, and the installation of seven water service stubs will be included The sewer portion will consist of installing approximately 125 ft. of 8-inch gravity sewer main, repairing damaged gravity sewer at four locations and installing two sewer service stub and the subsequent adjustments to existing manholes within the road corridor. In addition to the water and sewer work,landscaping along the west side of Well 17, that will be removed as part of ACHD's project,will be replaced. IV. IMPACT A. StrategicImpact: This project is aligned with the Public Works objective of being opportunistic in planning for growth and infrastructure needs. B. Service/Delivery Impact: During construction there will be limited service impact to both water and sewer user in areas of sewer repairs and water line extensions. C. Fiscal Impact: The costs of the City of Meridian infrastructure improvements are estimated to be $1,353,500 and will be funded from the different accounts, as shown below. The actual costs will be presented to Council for approval following the bid opening for this project. Project Costs: Fiscal Year 2023 $1,353,500 ----------------------------------------------------------------------r----------------------------------------------------------------------r-------------- --------------- ----------------------------------------------------------------------------------------------Total Project Cost 1 -$1,353,500 --------------------- Project Funding Page 2 of 3 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Fiscal Year 2023 Account Code/Codes I ----------------------------------------------------------------------r------------------------------------------------------------------------r------------------------------------------------------------------- Water Main Extensions 3490-96140 $1,091,800 -------------------------------------------------------------------------------------------------------------------------------------------------------------------- Sewer Main Extensions 1 3590-93505 $261,700 ----------------------------------------------------------------------I r-----------------------------------------------------------------------r---------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --Total Funding $1,353,500 :-----------------------------------------------------------------------:--------------------------------- --- J--------------------------------- VI. TIME CONSTRAINTS ACHD plans to start construction on this project in January 2023. City approval of this agreement is required for ACHD to install sewer and water improvements as part of their project. ACHD plans to award the bid for this project in January 2023. VII. LIST OF ATTACHMENTS Interagency Agreement between Ada County Highway District and the City of Meridian for water, reclaimed water and sewer improvements. Approved for Council Agenda: Page 3 of 3 INTERAGENCY AGREEMENT FOR: ROADWAY CONSTRUCTION/WATER AND SEWER CONSTRUCTION LOCUST GROVE, VICTORY RD/OVERLAND RD AND VICTORY RD & LOCUST GROVE RD ROUNDABOUT ACHD PROJECT NO. 519034.001 & 319043 THIS INTERAGENCY AGREEMENT FOR ROADWAY CONSTRUCTION/WATER AND SEWER CONSTRUCTION ("Agreement") is made and entered into this 9th day of August , 2022, by and between the ADA COUNTY HIGHWAY DISTRICT, a highway district organized under the laws of the State of Idaho ("DISTRICT" or "ACHD"), and the CITY OF MERIDIAN, a municipal corporation organized under the laws of the State of Idaho ("MERIDIAN" or "City"), regarding ACHD Project no. 519034.001 & 319043. RECITALS WHEREAS, ACHD is a single county-wide highway district, a public entity, organized and existing pursuant to Idaho Code Title 40, Chapter 14, as amended and supplemented, with the exclusive jurisdiction and authority to maintain, improve, regulate and operate public rights-of-way in Ada County; WHEREAS, City is a municipal corporation organized and operating pursuant to Idaho Code Title 50, as amended and supplemented with jurisdiction, authority and police power to regulate and control municipal activities within the City; WHEREAS, Idaho Code § 67-2332 provides that one or more public agencies may contract with any one or more other public agencies to perform any governmental service, activity or undertaking which each public agency entering into the contract is authorized by law to perform, provided that such contract is authorized by the governing body of each party and that such contract shall set forth fully the purposes, powers, rights, objectives and responsibilities of the contracting parties; and WHEREAS, DISTRICT and MERIDIAN desire to undertake a cooperative effort to incorporate into the DISTRICT'S road construction projects known as LOCUST GROVE, VICTORY RD/OVERLAND RD AND VICTORY RD & LOCUST GROVE RD ROUNDABOUT ("Project" or "Project Boundaries"), certain modifications or improvements to City owned facilities, including constructing water and sewer mains, water and sewer services, adjusting water valve boxes covers, water meters, water main at conflicts points, and sewer manholes to grade, abandoning existing water main and water/sewer services, sleeving sewer crossing of the Ten Mile Creek, fiber optic conduit/boxes, water meter box, conduit, and landscaping for the Well 17 (collectively, "City Water and Sewer Improvements") as detailed in Project no. 519034.001 & 319043, to be constructed pursuant to a separately-executed agreement between DISTRICT and the selected Contractor ("CONTRACT"); and WHEREAS, DISTRICT is willing to accommodate MERIDIAN'S request by including the City Water and Sewer Improvements in the Project plans, subject to the terms, conditions Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd, Victory Rd to Overland Rd —ACHD—City of Meridian —Project no. 519034.001 & 319043 Page 1 of 9 and obligations set forth in this Agreement and so long as DISTRICT receives assurances by the City that it will fully reimburse DISTRICT for all actual costs including, without limitation, any indirect costs and expenses that DISTRICT incurs as a result of the additional work attributable to the modification or installation of the City Water and Sewer Improvements within the Project Boundaries; and NOW, THEREFORE, in consideration of the foregoing premises, mutual covenants and agreements herein contained, the parties hereto agree as follows: 1. DISTRICT 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 City Water and Sewer Improvements referenced herein, which CONTRACT shall include, inter alia, a provision that all work required for the City Water and Sewer 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. It is hereby specifically agreed that: i. Adjustment of water valve boxes and covers to grade shall include reconstruction in conformance with ISPWC Section 404, and ii. Adjustment of sewer manholes to grade shall include reconstruction in conformance with ISPWC Section 602. b. Provide MERIDIAN with a complete set of combined bid documents for the roadway reconstruction, and for the City Water and Sewer Improvements. c. Furnish MERIDIAN with an abstract of all bids received,and obtain MERIDIAN'S written concurrence with DISTRICT'S recommendation for award of the CONTRACT prior to making such award. MERIDIAN'S concurrence shall specifically acknowledge that the City Water and Sewer Improvements are and shall be subject to the terms and conditions of this Agreement. If MERIDIAN does not concur, DISTRICT shall remove the City Water and Sewer Improvements and if necessary, rebid the Project. MERIDIAN shall be responsible and shall reimburse DISTRICT for any and all costs suffered by DISTRICT attributable to the removal of the City Water and Sewer Improvements from the Project and if applicable, the rebidding of the Project. d. Include in the CONTRACT, a term providing that MERIDIAN will have the right and authority to work directly with the Contractor to resolve any claims relating in any way to the City Water and Sewer Improvements and that any such claims will be reviewed, approved or denied by MERIDIAN including enforcement of the two (2) year warranty period to be started at the date described in the final acceptance letter from MERIDIAN. Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd, Victory Rd to Overland Rd —ACHD—City of Meridian —Project no. 519034.001 & 319043 Page 2 of 9 e. Coordinate with MERIDIAN should any changes be made to DISTRICT's portion of the CONTRACT or work pursuant thereto that does or may impact the City Water and Sewer Improvements. f. Make monthly progress payments and the final CONTRACT payment to the Contractor in conformance with the terms of the construction CONTRACT. g. Submit to MERIDIAN a copy of each design consultant billing attributable to the City Water and Sewer Improvements if applicable and Contractor progress payment estimate, and the final CONTRACT payment estimate, as such estimates are approved by DISTRICT after obtaining MERIDIAN'S concurrence regarding MERIDIAN'S portion of the CONTRACT, together with an invoice for MERIDIAN'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 MERIDIAN written documentation of expenditures with an invoice for payment of all costs and expenses the DISTRICT incurs, in addition to those provided under paragraph 1.g. above, as a result of the additional work attributed to the City Water and Sewer 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 City Water and Sewer Improvements. k. Indemnify, save harmless and defend regardless of outcome, MERIDIAN 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 DISTRICT or DISTRICT'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 DISTRICT shall in no event cause the liability of DISTRICT 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 MERIDIAN. 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. Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd, Victory Rd to Overland Rd —ACHD—City of Meridian —Project no. 519034.001 & 319043 Page 3 of 9 2. MERIDIAN SHALL: a. Provide the inspection, field survey and grade control required for the installation of all City Water and Sewer Improvements incorporated into the Project and installed and adjusted under the CONTRACT and provide copies of appropriate tests and construction diaries to the District Project Representative as designated by DISTRICT. b. Provide DISTRICT with the special provisions if applicable, and stamped plans, bid quantities and an Engineers Estimate (or pursuant to Paragraph 1.g. pay the DISTRICT the actual cost if the DISTRICT'S design consultant prepares the same) for the City Water and Sewer Improvements to be incorporated into the Project and included in the bid documents for the CONTRACT (all work required for the City Water and Sewer 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 DISTRICT, within thirty-five (35) calendar days after the date of any invoice referenced in paragraph 1.g., all funds for which MERIDIAN is responsible pursuant to the approved progress payment estimate and the final CONTRACT payment estimate. d. Remit to DISTRICT, within thirty-five (35) calendar days after the date of invoice referenced in paragraph 1.j., all funds for which MERIDIAN is responsible pursuant to this Agreement. e. Reimburse DISTRICT five percent (5%) of MERIDIAN'S construction costs attributable to the City Water and Sewer Improvements as payment toward the additional costs incurred by DISTRICT, 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 DISTRICT 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 MERIDIAN'S project costs as they relate to the total project construction costs. g. Provide (at City's sole costs) trench compaction testing for the City Water and Sewer 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, minimum one (1) for every three Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd, Victory Rd to Overland Rd —ACHD—City of Meridian —Project no. 519034.001 & 319043 Page 4 of 9 (3) transverse trenches; provide all re-testing required in any area that does not meet CONTRACT requirements; and provide copies of tests for the area along the alignment of the pipeline to the designated DISTRICT representative. h. Be liable for the cost of repairing any trench failure attributable to the City Water and Sewer Improvements within the Project Boundaries, and be liable for and indemnify, defend and hold DISTRICT harmless for any and all costs, claims, and damages resulting from any such trench failure. i. Reimburse DISTRICT for any additional costs to DISTRICT over and above costs specifically enumerated herein, where such costs are attributable to the installations, adjustments, relocations and abandonments of the City Water and Sewer Improvements or to the removal of any or all items from the CONTRACT that are associated with the installation of the City Water and Sewer Improvements. j. Indemnify, save harmless and defend regardless of outcome, DISTRICT 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 MERIDIAN or MERIDIAN'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 MERIDIAN shall in no event cause the liability of MERIDIAN 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 DISTRICT. 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 City Water and Sewer Improvements; any and all such claims will be reviewed, approved or denied by MERIDIAN and MERIDIAN shall indemnify, save harmless and defend regardless of outcome, DISTRICT 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. 3. THE PARTIES HERETO FURTHER AGREE THAT: a. In accordance with Idaho Code § 67-2332, the purposes, powers, rights and objectives of each of the parties are as set forth in the Recitals above. Each of the Recitals above is incorporated into the body of this Agreement. b. The amount to be reimbursed to DISTRICT by MERIDIAN for MERIDIAN'S portion of the Project shall be based on the actual quantities of work acceptably performed Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd, Victory Rd to Overland Rd —ACHD—City of Meridian —Project no. 519034.001 & 319043 Page 5 of 9 and/or installed, as determined from field measurements made by MERIDIAN, and paid for pursuant to the unit, and or lump sum prices, established in the CONTRACT. c. DISTRICT shall obtain MERIDIAN 'S approval prior to commencement of any change order work involving the installations, adjustments, relocations and abandonments of City water or sewer facilities. d. Prior to commencement of work by the Contractor, the parties will, together with the Contractor, inspect within the entire Project Boundaries for the purpose of reviewing the Project to locate any unstable areas and to resolve any items of concern or misunderstanding. e. This Agreement may not be enlarged, modified, amended, or altered except in writing signed by both of the parties hereto. f. All signatories to this Agreement represent and warrant that they have the power to execute this Agreement and to bind the agency they represent to the terms of this Agreement. g. Should either party to this Agreement be required to commence legal action against the other to enforce the terms and conditions of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees and costs incurred in said action. h. Any action at law, suit in equity, arbitration, or judicial proceeding for the enforcement of this Agreement shall be instituted only in the courts of the State of Idaho, County of Ada. i. This Agreement shall be binding upon and inure to the benefit of the personal representatives, heirs and assigns of the respective parties hereto. j. Nothing in this Agreement shall be construed to be an indebtedness or liability in violation of Article Vill, Section 3 of the Idaho Constitution. k. The validity, meaning and effect of this Agreement shall be determined in accordance with the laws of the State of Idaho. I. This Agreement and the exhibits hereto constitute the full and entire understanding and agreement between the parties with regard to the transaction contemplated herein, and no party shall be liable or bound to the other in any manner by any representations, warranties, covenants or agreements except as specifically set forth herein. m. The promises, covenants, conditions and agreements herein contained shall be binding on each of the parties hereto and on all parties and all persons claiming under them or any of them; and the rights and obligations hereof shall inure to the benefit of each of the parties hereto and their respective successors and assigns. Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd, Victory Rd to Overland Rd —ACHD—City of Meridian —Project no. 519034.001 & 319043 Page 6 of 9 n. If any part of this Agreement is held to be illegal or unenforceable by a court of competent jurisdiction, the remainder of this Agreement shall be given effect to the fullest extent reasonably possible. o. The failure of a party to insist on the strict performance of any provision of this Agreement or to exercise any right or remedy upon a breach hereof shall not constitute a waiver of any provision of this Agreement or limit such party's right to enforce any provision or exercise any right. No acknowledgments required hereunder, and no modification or waiver of any provision of this Agreement or consent to departure therefrom, shall be effective unless in writing and signed by DISTRICT and MERIDIAN. p. The headings used in this Agreement are used for convenience only and are not to be considered in construing or interpreting this Agreement. q. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but both of which together shall constitute one and the same. r. The parties hereto agree that nothing herein contained shall be construed to create a joint venture, partnership or other similar relationship which might subject any party to liability for the debts and/or obligations of the others, except as otherwise expressly agreed in this Agreement. s. 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 not a party hereto. t. All parties have been represented by legal counsel, and no party shall be deemed to be the drafter of this Agreement for purposes of interpreting an ambiguity against the drafter. u. Time shall be of the essence for all events and obligations to be performed under this Agreement. Without limiting the foregoing, in the event that MERIDIAN does not timely comply with any of its obligations hereunder, DISTRICT shall have no obligation whatsoever to incorporate, facilitate, and/or complete the City Water and Sewer Improvements, regardless of whether prior approval has been given by DISTRICT to MERIDIAN. Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd, Victory Rd to Overland Rd —ACHD—City of Meridian —Project no. 519034.001 & 319043 Page 7 of 9 IN WITNESS HEREOF , the parties hereto have executed this Agreement on the day and year herein first written . ATTEST : ADA COUNTY HIGHWAY DISTRICT By : By : Bruce Wong Mary May Director President , Board of Commissioners ATTEST : �QoRP,TEDA (lc&iPr CITY OF MERIDIAN o z� wCIl ) l )r ER IDIAN& - IDAHD By . Chr' J son - - v Robert E . Simison Mayor 8 -9-2022 Cit le y Brad Hoaglun , Council President e Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd , Victory Rd to Overland Rd - ACHD - City of Meridian - Project no . 519034 , 001 & 319043 Page 8 of 9 STATE OF IDAHO ) ) ss. COUNTY OF ADA ) On this day of 2022, before me, the undersigned, personally appeared Mary May and BRUCE WONG, President of the Board of Commissioners and Director respectively of the ADA COUNTY HIGHWAY DISTRICT, a body politic and corporate, known to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same for and on behalf of said body. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public for Idaho Residing at Idaho My commission expires: STATE OF IDAHO ) ) ss. COUNTY OF ADA ) On this 9th day of August 2022, before me, the undersigned, Brad Hoaglun, and Chris Johnson respectively to be Council President and City Clerk City of Meridian municipal corporation, known to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same for and on behalf of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public for Idaho Residing at Meridian Idaho My commission expires: 3-28-2028 Interagency Agreement for Roadway Construction and Water and Sewer Construction Ten Mile Rd, Victory Rd to Overland Rd —ACHD—City of Meridian —Project no. 519034.001 & 319043 Page 9 of 9 w IDIAN� AGENDA ITEM ITEM TOPIC: Resolution No. 22-2338: A Resolution Vacating a Public Utility Easement Between Lots 11 and 12, Block 3 of Fairbourne Subdivision No. 3, Located in the Northeast % of the Southeast % of Section 21, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho; and Providing an Effective Date CITY OF MERIDIAN RESOLUTION NO. 22-2338 BY THE CITY COUNCIL: BERNT, BORTON, CAVENER, HOAGLUN, PERREAULT, STRADER A RESOLUTION VACATING A PUBLIC UTILITY EASEMENT BETWEEN LOTS 11 AND 12, BLOCK 3 OF FAIRBOURNE SUBDIVISION NO. 3, LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, on July 19, 2022 the City Council of the City of Meridian held a hearing on the vacation of a public utility easement between Lots 11 and 12 of Block 3 of Fairbourne Subdivision No. 3, located in the northeast quarter of the southeast quarter of Section 21, Township 4 North, Range 1 West of the Boise Meridian, Ada County, Idaho; and WHEREAS, after such hearing, the City Council, by formal motion, did approve said described vacation; and NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN CITY, IDAHO: Section 1. That the public utility easement that was initially established with a public utility easement between Lots 11 and 12 in Block 3 of Fairbourne Subdivision No. 3, located in the northeast quarter of the southeast quarter of Section 21, Township 4 North, Range 1 West of the Boise Meridian, Ada County, Idaho, as attached in Exhibit A, is hereby vacated. Section 2. That this Resolution shall be in full force and effect immediately upon its adoption and approval. Passed by the City Council of the City of Meridian, Idaho, this 9th day of August, 2022. Approved by the Council President of the City of Meridian, Idaho, this 9th day of August, 2022. Attest: Brad Hoaglun, Council President Chris Johnson, City Clerk Fairbourne Subdivision No. 3 Public Utility Easement Vacation—H-2022-0041 EXHIBIT A EASEMENT VACATION DESCRIPTION FOR FAIRBOURNE DEVELOPMENT, LLC An existing easement located in the NE 1/4 of the SE 1/4 of Section 21,Township 4 North, Range 1 West, Boise Meridian, City of Meridian, and being a part of Lots 11 and 12 of Block 3 of FAIRBOURNE SUBDIVISION NO. 3 as shown in Book 122 of plats at Pages 19189 — 19193 in the office of the Recorder, Ada County, Idaho, more particularly described as follows: Commencing at a 1/2 inch diameter iron pin marking the northwesterly corner of said Lot 12, from which a 1/2 inch diameter iron pin marking the southwesterly corner of said Lot 12 bears S 9°16'20" E a distance of 154.13 feet; Thence S 9'16'20" E along the westerly boundary of said Lot 12 a distance of 35.00 feet to the POINT OF BEGINNING; Thence leaving said westerly boundary N 80°43'40" E a distance of 5.00 feet to a point; Thence S 9'16'20" E a distance of 106.55 feet to a point; Thence a distance of 10.52 feet along the arc of a 72.00 foot radius non-tangent curve left, said curve having a radius point bearing S 22'58'59" E, a central angle of 8'22'11" and a long chord bearing S 62'49'55" W a distance of 10.51 feet to a point; Thence N 9016'20" W a distance of 109.78 feet to a point; Thence N 80°43'40" E a distance of 5.00 feet to the POINT OF BEGINNING. This parcel contains 1,080 square feet (0.025 acres) and is subject to any easements existing or in use. Prepared by: Kyle A. Koomler, PLS LPG Sri .SG, Civil Survey Consultants, Incorporated � March 17, 2022 878U o o. v v � 3-11-ZZ of A. KOO SKETCH TO ACCOMPANY EASEMENT IACA TION DESCRIPTION FOR FAIRSOURNE DEVELOPMENT, LL C, LOCATED IN THE NE 114 OF THE SE 114 OF SEC TION 2 /, TOWNSHIP 4 NORTH, RANGE / WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTK, IDAHO POINT OF BEGINNING o N 80'43 40" E N 80'43 40" E o 5.00' 5.00' �I z� FAIRBOURNF SUBDIVISION NO. 3 oloo� 12 13 BL OCK J 0 vl �cn �I I o G 1 Q W 0AKFOR0 CT 1 1'O'p,L AN S N S G� 10 18780 OF lFA KOO�� SCALE: 1"-40' "t CIVIL SURVEY CONSULTANTS,INC. 2893 SOUTH MERIDIAN ROAD CURVE DATA MERIDIAN, IDAHO83642 CURVE DELTA RADIUS ARC TANGENT I CHORD I CHORD BRNG. (208)888-4312 C-1 8'22'1 1" 12.00 10,52 521 1 10.57 1 S 62'49 55" W E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Finance Department: Approval of the Revised Fiscal Year 2022 Amended Revenues and expenditures of$194,955,456.00 OV, IDIAN Interoffice Memo 08/l/2022 To: Mayor & City Council From: Budget Manager, Brad Purser Ref: FY2022 Revised Amended Budget Action Needed: 1. Council to approve the Revised amended revenues and expenditures for Fiscal Year 2022. $194,9559456 One Hundred Ninety-Four Million, Nine Hundred Fifty-Five Thousand, Four Hundred Fifty-Six Dollars. W IDIAN� AGENDA ITEM ITEM TOPIC: Fire Department: Memorandum of Understanding between the City of Meridian and IAFF Local 4627 to Establish a Permanent Position of Captain - Logistics ORIGINAL MEMORANDUM OF UNDERSTANDING TO ESTABLISH A PERMANENT POSITION OF CAPTAIN -LOGISTICS This Memorandum of Understanding("MOU") is entered into this Sto day of. _ -�'-K`? , 2022, by and between IAFF Local 4627 ("UNION") and the City of Meridian("CITY"). WHEREAS,the UNION and the CITY are parties to a Collective Labor Agreement effective February 23, 2021 —September 30, 2023 ("CLA") covering various terms and conditions of Employment of the Firefighter employees of the CITY; and WHEREAS,the parties may enter into a Memorandum of Understanding(MOU)to address needs of the DEPARTMENT, CITY,or UNION during the course of the existing CLA; and WHEREAS, any MOU shall only be for term described in the Agreement, but in no case shall exceed the expiration of the existing CLA; and WHEREAS, the parties agree to the establishment of permanent position of Captain- Logistics; and NOW THEREFORE, the CITY and UNION hereby agree as follows: 1. The position of Captain- Logistics will be established as a permanent position, consistent with Article 1.3 of the current CLA; and 2. The selection process shall be defined by the DEPARTMENT; and 3. If the temporarily assigned member is unsuccessful in the promotional process to Captain of Logistics the member shall return to their previous position as Captain-Suppression pursuant to Article 1.1; and 4. The duties and responsibilities of the position shall be established by the DEPARTMENT; and 5. The position shall report to the Division Chief of Logistics; and 6. The position shall be a Forty Hour per week position as described in Article 1.2 of the current CLA; and 7. The position shall be paid in the same manner as the other Forty Hour per week positions and shall enter the Pay Classification table with progression of step movement consistent with the individual's time and requirements to progress to the next step; and 8. The Captain of Logistics position will be consistent with terms and conditions of Captain of Inspection/Training as those positions pertain to the CLA; and 9. All other rights and privileges of the CLA shall remain in full force and effect for this position. MEMORANDUM OF UNDERSTANDING-ESTABLISHMENT OF A TEMPORARY POSITION OF CAPTAIN-LOGISTICS The parties agree that this MOU shall e ire upon the approval of a Subsequent CLA between the parties or September 30 , 2023 un- e s othei Ise e • tended by mutual Agreement , Derek Nelson , President Date Local #4627 PASSED by the City Council of the City of Meridian , Idaho , this 9th day of August 2022 APPROVED by the Mayor of the City of Meridian , Idaho , this 9th day of August , 2022 APPROVED : AT T : °O� �61 u „r Mayor Robert E . Simison Is oh s 1 r j 1pAHG } By Brad Hoaglun , Council President - W SEAL of the i i I I i I I i MEMORANDUM OF UNDERSTANDING - ESTABLISHMENT OF A TEMPORARY POSITION OF CAPTAIN - LOGISTICS I I E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Fire Department: Memorandum of Understanding between the City of Meridian and IAFF Local 4627 to Waive Time-In-Grade Requirements for Engineer Position ORIGINAL MEMORANDUM OF UNDERSTANDING try This Memorandum of Understanding ("MOU ") is entered into this2S day of ycly 2022 , by and between IAFF Local 4627 (" UNION") and the City of Meridian ("CITY") , WHEREAS , the UNION and the CITY are patties to a Collective Labor Agreement effective February 23 , 2021 — September 30 , 2023 (" CLA ") covering various terms and conditions of Employment of the Firefighter employees of the CITY ; and WHEREAS , there will not exist enough qualified candidates to staff upcoming vacancies for promotion to the position of Engineer per time- in-grade requirements of Article 15 for Engineer . NOW THEREFORE , the CITY and UNION hereby agree as follows : 1 . The CITY and UNION agree to waive the time - mn grade requirement of ` at least the rank of Firefighter Step 3 ' of Article 15 to a time-in -grade requirement of ` at least the rank of Probationary Firefighter• ' for all Firefighter members who have completed the required Engineer Development Program (EDP) . The parties agree that this MOU shall ex pon the approval of a subsequent CLA between the parties or September 3 2023 u 1 ss therwi e exten ed by mutual Agreement. I Derek Nelson, President Date Local #4627 PASSED by the City Council of the City of Meridian, Idaho , this 9th day of August 2022 APPROVED by the Mayor of the City of Meridian , Idaho , this 9th day of August , 2022 APPROVED : AT ST Qo�P1ED AUGUST, 0 'L Cj L I fg IDIAN&- IDAHO Robert E . Simison, or hr ' ohns n � ' SEAL �� i By Brad Hoaglun, Council President ��TFROffhe TREP�J�� I i I MEMORANDUM OF UNDERSTANDING - Article 15 - Promotions - Waivers of Time In Grade E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Ordinance Change Discussion: Water Recycling System Requirements for New Commercial Car Washes C� fIEN .D L4,, MEMO TO CITY COUNCIL Request to Include Topic on the City Council Workshop Agenda From: Laurelei McVey, Public Works Meeting Date: August 9, 2022 Presenter: Warren Stewart, Public Works Estimated Time: 15 minutes Topic: Ordinance Change Discussion: Water Recycling System Requirements for New Commercial Car Washes Recommended Council Action: No official action required. Seeking direction for potential future ordinance change. Background: Public Works would like to modify the City of Meridian Ordinance section 9-2-2-10 related to commercial car wash water recycling units. The proposal would add the requirement that new commercial car washes install and maintain a water recycling unit. This ordinance change would not impact existing car wash facilities. Commercial car wash recycling units clean and reuse water in the car wash. This accomplishes several important objectives: • Reduces the amount of potable water demand saving our valuable groundwater • Reduces the amount of car wash water being discharged to the sewer system and wastewater facility saving valuable system capacity Commercial car washes, even with recycling units installed, are the most significant water users in the City, some regularly using over 1 million gallons of water each month. In the last several years, all new commercial car washes have voluntarily installed these recycling units because they save the car wash facility on their water assessment fees (hookup fees) and their ongoing monthly water and sewer utility rates. Public Works has discussed this proposed ordinance modification with local car wash owners who understand the ongoing monetary value of these systems. The conservation impacts on our water and wastewater systems is important. Allowing us to delay upgrades to our water and wastewater systems by more efficient uses, benefits all rate payers. Conserving our drinking water where possible, is invaluable. Questions related to this proposal should be directed to: Warren Stewart, Public Works, wstewart(@meridian city.or�, 208-888-5500 Attachment: Sample ordinance changes (MCC) 9-2-2-10 CITY OF MERIDIAN ORDINANCE NO. 21- BY THE CITY COUNCIL: BERNT, BORTON, CAVENER, HOAGLUN, PERREAULT, STRADER AN ORDINANCE ADDING MERIDIAN CITY CODE SECTION 9-2-2-10(E), REGARDING REQUIRING INSTALLATION AND MAINTENANCE OF WATER RECYCLING SYSTEMS FOR COMMERCIAL CAR WASHES; ADOPTING A SAVINGS CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS,by recycling water for reuse, water recycling systems in car washes reduce impacts on the environment and on City water and wastewater systems by using less water and producing less waste; and WHEREAS,the City Council of the City of Meridian finds this ordinance to be in the best interest of the public health, safety, and welfare; NOW, THEREFORE,BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN,ADA COUNTY, IDAHO: Section 1. That Meridian City Code section 9-2-2-10 shall be amended by the addition of subsection (E), to read as follows: E. All new commercial car washes shall install and maintain a water recycling system. The applicant shall provide plans and other information as deemed necessary y the city to be reviewed and approved by the City Engineer or their designee. Section 2. That all City of Meridian ordinances, or resolutions, or parts thereof, which are in conflict herewith, are hereby repealed. Section 3. That this ordinance shall be effective immediately upon its passage and publication. PASSED by the City Council of the City of Meridian, Idaho, this 9th day of August , 2022. APPROVED by the Mayor of the City of Meridian, Idaho, this 9th day of August , 2022 APPROVED: ATTEST: Robert E. Simison, Mayor Chris Johnson, City Clerk CARWASH WATER RECYCLING SYSTEMS ORDINANCE PAGE 1 CERTIFICATION OF SUMMARY: William L.M. Nary, City Attorney of the City of Meridian, Idaho, hereby certifies that the summary below is true and complete and upon its publication will provide adequate notice to the public. William L. M. Nary, City Attorney SUMMARY OF CITY OF MERIDIAN ORDINANCE NO. 21 - An ordinance adding Meridian City Code section 9-2-2-10(e),regarding requiring installation and maintenance of water recycling systems for commercial car washes; adopting a savings clause; and providing an effective date. CARWASH WATER RECYCLING SYSTEMS ORDINANCE PAGE 2 E IDIAN 'aAHO AGENDA ITEM ITEM TOPIC: Ordinance Change Discussion: Maintenance Responsibility for Sewer Services on Private Property C� fIEN .D L4,, MEMO TO CITY COUNCIL Request to Include Topic on the City Council Workshop Agenda From: Laurelei McVey, Public Works Meeting Date: August 9, 2022 Presenter: Warren Stewart, Public Works Estimated Time: 15 minutes Topic: Ordinance Change Discussion: Maintenance Responsibility for Sewer Services on Private Property Recommended Council Action: No official action required. Seeking direction for potential future ordinance change. Background: Public Works would like to modify the City of Meridian Ordinance section 9-4-34 that outlines the Point of Liability for Maintenance for sewer services. The current ordinance indicates the point of maintenance responsibility being where the sewer service line crosses the property line. Public Works recommends modifying this point of responsibility be changed to be when the sewer line crosses into the public right-of-way or sewer utility easement. For most properties,this distinction makes no difference as the public right-of-way (usually beginning at the sidewalk) is also the property line. However, in serval circumstances such as apartment buildings, commercial buildings, and some common driveways this distinction better clarifies where the owner's responsibility begins and ends. In these circumstances,the sewer main may cross over other people's properties or through common lots before crossing into the public right of way or utility easement. This ordinance change better clarifies that the City is not responsible for sewer infrastructure until it crosses into the public domain (right of way or easement). Questions related to this proposal should be directed to: Warren Stewart, Public Works, wstewart(@meridian city.org, 208-888-5500 Attachment: Sample ordinance changes (MCC) 9-4-34 DRAFT — 6/11/2021 CITY OF MERIDIAN ORDINANCE NO. 21- BY THE CITY COUNCIL: BERNT, BORTON, CAVENER, HOAGLUN, PERREAULT, STRADER AN ORDINANCE AMENDING MERIDIAN CITY CODE SECTION 9-4-34, REGARDING POINT OF LIABILITY FOR MAINTENANCE OF SEWER SERVICE LINE, ADOPTING A SAVINGS CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS,the City is authorized by Idaho Code section 50-332 to operate and maintain a domestic sewer system, and the City does exercise such authority, including by the adoption and enforcement of Title 9, Chapter 4, Meridian City Code; WHEREAS,the City is responsible for maintenance and repair of sewer infrastructure within the public right-of-way, and the private sewer system user is responsible for maintaining sewer infrastructure from the public right-of-way to the building connected to the City sewer system; WHEREAS, it is necessary to clarify this point of liability as it is described in Meridian City Code; WHEREAS,the City Council of the City of Meridian finds the following ordinance to serve the best interest of the public health, safety, and welfare; NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN,ADA COUNTY, IDAHO: Section 1. Meridian City Code section 9-4-34 shall be amended to read as follows: 9-4-34: POINT OF LIABILITY FOR MAINTENANCE: A. User Responsibility: All users shall have the responsibility of, and be liable for, and shall pay for, all costs and expenses of maintaining their own sewer lines extending from their property improvement (i.e., house or building)until such sewer lines pass the vertical plane of the riser's property line-public right-of-way. This maintenance liability of the user includes ensuring that the entire sewer service line from c�r� r-ep p the c- to the public right- of-way is clear and free from obstructions. The city shall be responsiblefor the structural repair of the portion of the sewer service line located in the public right of way or outside the pfepeI4 W-hie rt�sewe--s%r %%,pe g. If the sewer easement specifies maintenance liability other than as set forth in this provision, the provisions of the sewer easement shall prevail. Section 2. That all City of Meridian ordinances, or resolutions, or parts thereof, which are in conflict herewith, are hereby repealed. Section 3. That this ordinance shall be effective immediately upon its passage and publication. OFF-HIGHWAY VEHICLE ORDINANCE PAGE 1 DRAFT- 6/11/2021 PASSED by the City Council of the City of Meridian, Idaho, this day of , 2021. APPROVED by the Mayor of the City of Meridian, Idaho, this day of , 2021. APPROVED: ATTEST: Robert E. Simison, Mayor Chris Johnson, City Clerk CERTIFICATION OF SUMMARY: William L.M.Nary, City Attorney of the City of Meridian, Idaho, hereby certifies that the summary below is true and complete and upon its publication will provide adequate notice to the public. William L. M. Nary, City Attorney SUMMARY OF CITY OF MERIDIAN ORDINANCE NO. 21 - An ordinance amending Meridian City Code section 9-4-34, regarding point of liability for maintenance of sewer service line, adopting a savings clause; and providing an effective date. OFF-HIGHWAY VEHICLE ORDINANCE PAGE 2