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Home My WebLink About2014-09-16C�wCITY COUNCIL REGULAR MEETING AGENDA NIL, City Council Chambers 33 East Broadway Avenue Meridian, Idaho Tuesday, September 16, 2014 at 6:00 PM 1. Roll -Call Attendance David Zaremba X Joe Borton O Charlie Rountree X Keith Bird X Genesis Milam X Luke Cavener ® Mayor Tammy de Weerd 3. Community Invocation by Jim Lester with Valley Shepherd Church of the Nazarene 4. Adoption of the Agenda Adopted 5. Consent Agenda Approved A. Findings of Fact, Conclusions of Law for Approval: AZ 14-008 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Annexation of Approximately 6.61 Acres from RUT in Ada County to the R-15 (Medium High -Density Residential) Zoning District B. Findings of Fact, Conclusions of Law for Approval: PP 14-008 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Preliminary Plat Approval Consisting of Eighteen (18) Buildable Lots and Two (2) Common Lots on Approximately 5.84 Acres in the Proposed R-15 Zoning District C. Findings of Fact, Conclusions of Law for Approval: CUP 14-005 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Conditional Use Permit for a Multi -Family Development Consisting of Sixty -Eight (68) Dwelling Units (17 Four-Plexes) on Approximately 5.84 Acres of Land in the Proposed R-15 Zoning District D. Final Order for Approval: FP 14-037 Reflection Ridge Subdivision No. 4 by Mission Coast Properties ID, Inc. Located Approximately 1/2 Mile South of E. Victory Road and 1/2 Mile West of S. Locust Grove Road Request: Final Meridian City Council Meeting Agenda — Tuesday, September 16, 2014 Page 1 of 4 All materials presented at public meetings shall become property of the City of Meridian. Anyone desiring accommodation for disabilities related to documents and/or hearing, please contact the City Clerk's Office at 888-4433 at least 48 hours prior to the public meeting. Plat Approval Consisting of Forty -Four (44) Building Lots and Five (5) Common Lots on 13.9 Acres of Land in the R-8 Zoning District E. FP 14-038 Archer Farm Subdivision by Archer Farm Properties, LLC Located 4660 N. Meridian Road Request: Final Plat Approval Consisting of Twenty (20) Building Lots and One (1) Common Area Lot on 4.93 Acres of Land in the R-8 Zoning District F. MFP 14-002 Canterbury Commons No. 1 by Northside Management Located South Side of W. Pine Avenue and East of N. Ten Mile Road Request: Final Plat Modification Amending Plat Notes #18 and #19 to Allow Lot 2, Block 1 to take Access from the Common Driveway Constructed Along the Southern Boundary G. Memorandum of Agreement with Meridian Development Corporation for $10,000.00 Contribution to Concerts on Broadway H. Memorandum of Agreement with Meridian Development Corporation for $5,000.00 Contribution to Traffic Box Community Art Project I. Approval of Task Order 10369.b for "Franklin Road — Black Cat to Ten Mile — Sewer and Water Improvements - Design" to Civil Survey Consultants, Inc in the Not -To -Exceed Amount of $69,336.00 J. Approval of Award of Bid and Agreement to PAUL CONSTRUCTION, INC for the "WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION" Project for a Not -To -Exceed Amount of $115,539.40 K. Approval of Award of Bid and Agreement to RIVERSIDE, INC for the "WELL 29 TEST WELL CONSTRUCTION" project for a Not -To -Exceed Amount of $195,332.00 L. Approval of Award of Bids and Agreements for "WWTP Maintenance Facility Building - Construction" to Multiple Contractors (Bid Packages 2, 3, 4, 5, 6, 10, 11, 12, 13, 17 & 19) per the Following Schedule for a Not -To - Exceed Amount of $927,652.00 BP2 Sitework: Tuffy Excavation $133,164 BP3 Landscaping & Irrigation: Lawn Co Maintenance $6,995 BP4 Concrete: Herculean Concrete $94,300 BP5 Masonry: Slattery Mitchell, Inc. $182,600 BP6 Steel: Rule Steel Tanks, Inc. $222,000 BP10 Overhead Doors: Overhead Door, Inc. $39,465 BPI Storefronts: D&A Glass Co. Inc. $5,609 BP12 Drywall: Northwest Interiors, LLC $34,600 BP13 Flooring & Tile: Town & Country Flooring $5,773 Meridian City Council Meeting Agenda — Tuesday, September 16, 2014 Page 2 of 4 All materials presented at public meetings shall become property of the City of Meridian. Anyone desiring accommodation for disabilities related to documents and/or hearing, please contact the City Clerk's Office at 888-4433 at least 48 hours prior to the public meeting. BP17 Plumbing: Inselman Plumbing $74,007 131319 Electrical: Energy Enterprise Group $129,139 M. Police Department: Approval of the Vilest Ada School District School Resource Officer (SRO) Agreement for the 2014-2015 School Year for Five Middle School SRO's N. Police Department: Approval of the West Ada School District/Idaho State University School Resource Officer (SRO) Agreement for the 2014-2015 school year for one SRO O. Water Main Easement for Scentsy Pine Street Campus P. Water Main Easement for Scentsy Commercial 6. Items Moved From Consent Agenda None 7. Action Items A. Public Hearing Continued from September 2, 2014: RZ 14-005 Southridge Commercial by DBTV Southridge Farm, LLC Located Southwest Corner of S. Linder Road and W. Overland Road Request: Rezone of 7.41 +/- Acres from the TN -C to the C -C Zoning District B. Findings of Fact, Conclusions of Law for Approval: RZ 14-005 Southridge Commercial by DBTV Southridge Farm, LLC Located Southwest Corner of S. Linder Road and W. Overland Road Request: Rezone of 7.41 +/- Acres from the TN -C to the C -C Zoning District Approved C. Public Hearing Continued from August 19, 2014: VAC 14-004 Spurwing Challenge (Lots 3 & 4, Block 1) by The Club at Spurwing, LLC Located North of Chinden Boulevard and West of N. Long Lake Way Request: Vacate the Ten (10) Foot Wide Public Utility, Drainage and Irrigation (PUDI) Easement AND the Ten (10) Foot Wide Private Irrigation Easement Along the Shared Lot Lines of Lots 3 and 4, Block 1 Platted with the Spurwing Challenge Subdivision Continued to September 23, 2014 8. Department Reports A. Mayor's Office: Resolution No. 14-1014: Resolution Appointing Rhonda McCarvel to Seat 1 of the Meridian Planning and Zoning Commission Approved B. Mayor's Office: Resolution No. 14-1015: A Resolution Re -Appointing David Winder to Seat 4 and Daniel Basalone to Seat 9 of the Meridian Development Corporation Approved Meridian City Council Meeting Agenda — Tuesday, September 16, 2014 Page 3 of 4 All materials presented at public meetings shall become property of the City of Meridian. Anyone desiring accommodation for disabilities related to documents and/or hearing, please contact the City Clerk's Office at 888-4433 at least 48 hours prior to the public meeting. C. mayor's Office: Resolution No. 14-1016: A Resolution Re -Appointing David Fulkerson to Seat 1 and Gene Strate to Seat 2 of the meridian Impact Fee Advisory Committee Approved D. mayor's Office: Resolution No. 14-1017: A Resolution Re -Appointing John Nesmith to Seat 3, Creg Steele to Seat 4 and Sharon Dorton to Seat 5 of the Meridian Parks Commission Approved LegalE. t-•.rtment: Resolutio• z Resolution A•••. • Water • Sewer Billing Rates and Fees;t ^• F. Public Works Department Report: meridian Split Corridor Phase 2 Public Art Project Close -Out Works:G. Public -.for Meridian Split Corridor Phase 2 Public• - Approved H. Resolution No. 14-1019: Final Acceptance of "Under the Sun and Dreaming" from C.J. Rench for CJRDesign Approved 41. Future Meeting TopicsN•• that November 4 th meeting will be held on November 5th and November I I th meeting will be held on November 12 th 10. Executive Session Per Idaho State Code 67-2345 (1)(d): (d) To Consider Records that are Exempt from Disclosure as Provided in Chapter 3, Title 9, Idaho Code Meridian City Council Meeting Agenda — Tuesday, September 16, 2014 Page 4 of 4 All materials presented at public meetings shall become property of the City of Meridian. Anyone desiring accommodation for disabilities related to documents and/or hearing, please contact the City Clerk's Office at 888-4433 at least 48 hours prior to the public meeting. Meridian City Council September 16, 2014 A meeting of the Meridian City Council was called to order at 6:03 p.m., Tuesday, September 16, 2014, by Mayor Tammy de Weerd. Members Present: Mayor Tammy de Weerd, David Zaremba, Keith Bird, Joe Borton, Genesis Milam and Luke Cavener. Members Absent: Charlie Rountree. Others Present: Bill Nary, Jaycee Holman, Bruce Chatterton, Sonya Watters, Clint Dolsby, Tom Barry, John Overton, Chris Amenn, Steve Siddoway, Max Jensen and Dean Willis. Item 1: Roll -call Attendance: Roll call. X David Zaremba X Joe Borton Charlie Rountree X Keith Bird X Genesis Milam _X_ Lucas Cavener X Mayor Tammy de Weerd De Weerd: I'd like to welcome you to our City Council meeting. For the record it is Tuesday, September 16th. That was our Madam Clerk. Holman: It's working. De Weerd: It is a few minutes after 6:00. We will start roll call attendance, Madam Clerk. Item 2: Pledge of Allegiance De Weerd: Thank you. If you will all rise and join us in the pledge to our flag. (Pledge of Allegiance recited.) Item 3: Community Invocation by Jim Lester with Valley Shepherd Church of the Nazarene De Weerd: Item No. 3 is our community invocation. Tonight we will be led by Jim Lester. He's with Valley Shepherd Church of the Nazarene. Is he with us? Okay. We will skip that item then. Item 4: Adoption of the Agenda De Weerd: Item No. 4 is adoption of the agenda. Meridian City Council September 16, 2014 Page 2 of 18 Bird: Madam Mayor? De Weerd: Mr. Bird. Bird: On the agenda we have -- Item 7-C has been asked by the applicant to continue to September 23rd, 2014. Department Reports, Item A is the proposed resolution number 14-1014. Item B the proposed resolution number is 14-1015. Item C is the proposed resolution number 14-1016. And Item D is proposed resolution number 14- 1017. And Item E is proposed resolution of 14-1018. And also Item H is proposed 14- 1019. And with that I move we approve the agenda as published. Milam: Second. Zaremba: Second. De Weerd: I have a motion and a second to approve the agenda as read. All those in favor say aye. All ayes. Motion carried. MOTION CARRIED: FIVE AYES. ONE ABSENT. Item 5: Consent Agenda A. Findings of Fact, Conclusions of Law for Approval: AZ 14-008 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Annexation of Approximately 6.61 Acres from RUT in Ada County to the R-15 (Medium High -Density Residential) Zoning District B. Findings of Fact, Conclusions of Law for Approval: PP 14-008 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Preliminary Plat Approval Consisting of Eighteen (18) Buildable Lots and Two (2) Common Lots on Approximately 5.84 Acres in the Proposed R-15 Zoning District C. Findings of Fact, Conclusions of Law for Approval: CUP 14- 005 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Conditional Use Permit for a Multi -Family Development Consisting of Sixty -Eight (68) Dwelling Units (17 Four-Plexes) on Approximately 5.84 Acres of Land in the Proposed R-15 Zoning District Meridian City Council September 16, 2014 Page 3 of 18 D. Final Order for Approval: FP 14-037 Reflection Ridge Subdivision No. 4 by Mission Coast Properties ID, Inc. Located Approximately 1/2 Mile South of E. Victory Road and 1/2 Mile West of S. Locust Grove Road Request: Final Plat Approval Consisting of Forty -Four (44) Building Lots and Five (5) Common Lots on 13.9 Acres of Land in the R-8 Zoning District E. FP 14-038 Archer Farm Subdivision by Archer Farm Properties, LLC Located 4660 N. Meridian Road Request: Final Plat Approval Consisting of Twenty (20) Building Lots and One (1) Common Area Lot on 4.93 Acres of Land in the R-8 Zoning District F. MFP 14-002 Canterbury Commons No. 1 by Northside Management Located South Side of W. Pine Avenue and East of N. Ten Mile Road Request: Final Plat Modification Amending Plat Notes #18 and #19 to Allow Lot 2, Block 1 to take Access from the Common Driveway Constructed Along the Southern Boundary G. Memorandum of Agreement with Meridian Development Corporation for $10,000.00 Contribution to Concerts on Broadway H. Memorandum of Agreement with Meridian Development Corporation for $5,000.00 Contribution to Traffic Box Community Art Project I. Approval of Task Order 10369.b for "Franklin Road — Black Cat to Ten Mile — Sewer and Water Improvements - Design" to Civil Survey Consultants, Inc in the Not -To -Exceed Amount of $69,336.00 J. Approval of Award of Bid and Agreement to PAUL CONSTRUCTION, INC for the "WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION" Project for a Not -To - Exceed Amount of $115,539.40 K. Approval of Award of Bid and Agreement to RIVERSIDE, INC for the "WELL 29 TEST WELL CONSTRUCTION" project for a Not -To -Exceed Amount of $195,332.00 L. Approval of Award of Bids and Agreements for "WWTP Maintenance Facility Building - Construction" to Multiple Contractors (Bid Packages 2, 3, 4, 5, 6, 10, 11, 12, 13, 17 & 19) Meridian City Council September 16, 2014 Page 4 of 18 per the Following Schedule for a Not -To -Exceed Amount of $927,652.00 1BP2 Sitework: Tuffy Excavation $133,164 13133 Landscaping & Irrigation: Lawn Co Maintenance $6,995 BP4 Concrete: Herculean Concrete $94,300 BP5 Masonry: Slattery Mitchell, Inc. $182,600 BP6 Steel: Rule Steel Tanks, Inc. $222,000 BP10 Overhead Doors: Overhead Door, Inc. $39,465 13P1 Storefronts: D&A Glass Co. Inc. $5,609 BP12 Drywall: Northwest Interiors, LLC $34,600 BP13 Flooring & Tile: Town & Country Flooring $5,773 BP17 Plumbing: Inselman Plumbing $74,007 BP19 Electrical: Energy Enterprise Group $129,139 M. Police Department: Approval of the West Ada School District School Resource Officer (SRO) Agreement for the 2014-2015 School Year for Five Middle School SRO's N. Police Department: Approval of the West Ada School DistrictlIdaho State University School Resource Officer (SRO) Agreement for the 2014-2015 school year for one SRO O. Water Main Easement for Scentsy Pine Street Campus P. Water Main Easement for Scentsy Commercial De Weerd: Item 5 is our Consent Agenda. Bird: Madam Mayor? De Weerd: Mr. Bird. Bird: I move that we approve the Consent Agenda as published and for the Clerk to attest and Mayor to sign. Zaremba: Second. De Weerd: I have a motion and a second to approve the Consent Agenda. Madam Clerk, will you call roll. Roll Call: Bird, yea; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: All ayes. Motion carried. Meridian City Council September 16, 2014 Page 5 of 18 MOTION CARRIED: FIVE AYES. ONE ABSENT. Item 6: Items Moved From Consent Agenda De Weerd: There were no items moved from the Consent Agenda. Item 7: Action Items A. Public Hearing Continued from September 2, 2014: RZ 14-005 Southridge Commercial by DBTV Southridge Farm, LLC Located Southwest Corner of S. Linder Road and W. Overland Road Request: Rezone of 7.41 +/- Acres from the TN -C to the C -C Zoning District De Weerd: So, we will move right into 7-A, which is a public hearing continued from September 2nd on RZ 14-004. 1 will ask for staff comments at this time. Watters: Thank you, Madam Mayor, Members of the Council. The first application before you tonight is a request for a rezone. This site consists of 7.41 acres of land. It's currently TN -C and it's located at the southwest corner of South Linder Road and West Overland Road. This site was annexed in 2006 with the larger Southridge development and is subject to development agreement that requires development to comply with the concept plan as shown and includes provisions intended to insure quality development. The property is platted as Lots 1 through 5, Block 1, Southridge Subdivision No. 1. The applicant is requesting a rezone of the 7.41 acres from TN -C to the C -C zoning district, consistent with the mixed use commercial future land map designation. The reason for the rezone request is because the TN -C district requires all new construction to have a minimum of two stories. The C -C zone allows for a mix of retail, office, and service uses, with access to arterials or nonresidential collector streets, as is this property. A minimum number of stories is not required. The application feels the C -C district will be more accommodating to businesses who are interested in building on this site. The design guidelines and the Ten Mile Interchange Specific Area Plan are still applicable to development of this site. The Commission recommended approval of the rezone request with no changes to the existing development agreement. Timothy Eck testified in favor of the application at the public hearing. No one testified in opposition or commented. Written testimony was received from Jason Densmer, the applicant's representative, in agreement with the staff report. There are no outstanding issues for City Council and there has been no written testimony since the Commission hearing. Staff will stand for any questions Council may have. De Weerd: Thank you. Council, any questions? Zaremba: Madam Mayor? De Weerd: Mr. Zaremba. Meridian City Council September 16, 2014 Page 6 of 18 Zaremba: Somewhere in your comment about the change from TN -C to C -C there was a comment about access to the arterials and collectors. Is the access being changed? Watters: Madam Mayor, Councilman Zaremba, Councilmen, no, the access is not being changed. Access is from the collector street as shown. My comment was pertaining to the C -C zoning district. C -C zoning is desired for properties that have access to arterials or collector streets, as is this property. That was my point. Zaremba: Great. Thank you. De Weerd: Any other questions of staff? Zaremba: I was just -- follow up. De Weerd: I'm sorry. Zaremba: I was just making sure we weren't adding accesses onto the arterial, so -- I'm satisfied. Thank you. De Weerd: Thank you. Any other questions? Bird: I have none. De Weerd: Okay. Does the applicant have any comment? Good evening. Densmer: Good evening. De Weerd: If you will, please, state your name and address for the record. Densmer: Yes. My name is Jason Densmer with The Land Group. Our address is 462 East Shore Drive in Eagle. De Weerd: Thank you. Densmer: We don't have anything to add. I think staffs done a fantastic job of summarizing our application and it's really motivated by a desire to meet the needs of businesses who are interested in building buildings on those five lots for whom the two story requirement of the TN -C zone has really been an impediment. They would really like the opportunity to build single story buildings, which I think is commensurate with the area. I don't have any questions, unless you have any for me. De Weerd: Thank you. Council, any questions? Bird: I have none. Meridian City Council September 16, 2014 Page 7of18 Densmer: Thank you. De Weerd: Thank you. This is a public hearing. Is there anyone who would like to provide testimony on this item? Okay. Council, seeing none -- Zaremba: Madam Mayor? De Weerd: Mr. Zaremba. Zaremba: I move we close the public hearing, seeing no one coming forward, on RZ 14-005. Bird: Second. De Weerd: I have a motion and a second to close the public hearing on Item 7-A. All those in favor say aye. All ayes. Motion carried. MOTION CARRIED: FIVE AYES. ONE ABSENT. B. Findings of Fact, Conclusions of Law for Approval: RZ 14-005 Southridge Commercial by DBTV Southridge Farm, LLC Located Southwest Corner of S. Linder Road and W. Overland Road Request: Rezone of 7.41 +/- Acres from the TN -C to the C -C Zoning District De Weerd: Item 7-13 is the Findings of Facts and Conclusions of Law for approval on RZ 14-005. Zaremba: Madam Mayor? De Weerd: Mr. Zaremba. Zaremba: I move that we approve the Findings of Facts and Conclusions of Law for approval on RZ 14-005. Bird: Second. De Weerd: I have a motion and a second to approve Item 7-B. Any discussion by Council? Okay. Madam Clerk, will you call roll. Roll Call: Bird, yea; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: All ayes. Motion carried. MOTION CARRIED: FIVE AYES. ONE ABSENT. Meridian City Council September 16, 2014 Page 8 of 18 C. Public Hearing Continued from August 19, 2014: VAC 14-004 Spurwing Challenge (Lots 3 & 4, Block 1) by The Club at Spurwing, LLC Located North of Chinden Boulevard and West of N. Long Lake Way Request: Vacate the Ten (10) Foot Wide Public Utility, Drainage and Irrigation (PUDI) Easement AND the Ten (10) Foot Wide Private Irrigation Easement Along the Shared Lot Lines of Lots 3 and 4, Block 1 Platted with the Spurwing Challenge Subdivision De Weerd: Item No. 7-C is a public hearing continued from August 19th on VAC 14- 004. The applicant has requested that this be continued to September 23rd. Is there anyone in our Council chambers that wishes to make comment on this item? Okay. Council, seeing none -- Bird: Madam Mayor? De Weerd: Mr. Bird. Bird: I move we continue VAC 14-004 to September 23rd, 2014. Milam: Second. Zaremba: Second. De Weerd: I have a motion and a second to approve the continuance of Item 7-C September 23rd. All those in favor say aye. All ayes. Motion carried. MOTION CARRIED: FIVE AYES. ONE ABSENT. Item 8: Department Reports A. Mayor's Office: Resolution No. Resolution Appointing Rhonda McCarvel to Seat 1 of the Meridian Planning and Zoning Commission De Weerd: Item 8-A, Council, in front of you is Resolution 14-1014. We do have a recommendation. The name is in front of you, Rhonda McCarvel, to replace Seat 1 of the Planning and Zoning Commission. Mrs. McCarvel does represent our area of impact. We are really excited to have her and her expertise and perspective on -- one our Planning and Zoning Commission and would stand for any questions. She is in our audience and I won't ask her if she -- if I didn't scare her off, I will wait until after you vote and approve her and, then, I will see if she has any comments. I did tell her that's the way it works. Any questions from Council? Or do I have a motion to approve? Zaremba: Madam Mayor? Meridian City Council September 16, 2014 Page 9 of 18 De Weerd: Yes. Zaremba: I move we approve Resolution 14-1014, a resolution appointing Rhonda McCarvel to Seat 1 of the Meridian Planning and Zoning Commission. Cavener: Second. De Weerd: I have a motion and a second to approve Item 8-A. If there is no discussion, Madam Clerk, roll call, please. Roll Call: Bird, yea; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: All ayes. MOTION CARRIED: FIVE AYES. ONE ABSENT. De Weerd: Congratulations, Rhonda. Would you like to say anything? And thank you for being here tonight. McCarvel: I'm Rhonda McCarvel. My husband and I moved here in 1990 and we have kind of always lived on the outskirts. We could have lived anywhere in the valley and we choose Meridian. Love it here, so -- I became aware of this opportunity a few weeks ago and thought it sounded interesting and challenging and rewarding and maybe I should have my head examined. I'm not sure. So, glad to be here. De Weerd: Thank you so much. Zaremba: Thank you. De Weerd: And I think it's the first meeting this week? Chatterton: I -- yes. De Weerd: Has Caleb followed up with you? Zaremba: Two days from now. Chatterton: Obviously, I wasn't planning on being there, Madam Mayor. De Weerd: Thank you so much for joining us. We appreciate you coming down here. Again, I look forward to having Rhonda's engagement and input on our Planning and Zoning Commission. Meridian City Council September 16, 2014 Page 10 of 18 B. Mayor's Office: Resolution No. : A Resolution Re -Appointing David Winder to Seat 4 and Daniel Basalone to Seat 9 of the Meridian Development Corporation De Weerd: Item 7-13 is Resolution 14-1015. Council, this is reappointment Dave Winder and Dan Basalone to the Meridian Development Corporation. They are both very engaged and active members and great contributors and I look for your confirmation for this appointment. Bird: Madam Mayor? De Weerd: Mr. Bird. Bird: I move we approve Resolution No. 14-1015 appointing David Winder and Dan Basalone to the Meridian Development Corporation. Milam: Second. Zaremba: Second. De Weerd: I have a motion and a second to approve Item 8-B. Madam Clerk, will you call roll. Roll Call: Bird, yea; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: All ayes. Motion carried. MOTION CARRIED: FIVE AYES. ONE ABSENT. C. Mayor's Office: Resolution No. : A Resolution Re -Appointing David Fulkerson to Seat 1 and Gene Strate to Seat 2 of the Meridian Impact Fee Advisory Committee De Weerd: Item 8-C is Resolution 14-1016. David Fulkerson has served on our -- we haven't scared him off yet. He's been on our impact fee committee since its inception. He brings very valuable perspective and history and historical perspective to the impact fee and kind of the history of what we have all gone through. I would ask for your confirmation of this appointment. And to Gene Strate. Both of them are long time members of the impact fee committee. Bird: Madam Mayor? De Weerd: Mr. Bird. Meridian City Council September 16, 2014 Page 11 of 18 Bird: I move we approve Resolution 14-1016, the appointment of Dave Fulkerson and Gene Strate to the Meridian Impact Fee Advisory Committee. Zaremba: Second. De Weerd: I have a motion and a second and just -- just to let you know, one of our members is in the back row of the middle section. If you wondered. Gene Strate is here. Again, Gene, I would like to thank you for your long -- long time service and continuing to show up with a smile on your face, because it's not always the easiest conversations had at that meeting. So, thank you so much for being part of our team. If there is no further questions, Madam Clerk. Roll Call: Bird, yea; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: All ayes. Motion carried. MOTION CARRIED: FIVE AYES. ONE ABSENT. D. Mayor's Office: Resolution No. : A Resolution Re -Appointing John Nesmith to Seat 3, Creg Steele to Seat 4 and Sharon Borton to Seat 5 of the Meridian Parks Commission De Weerd: Item 8-D is Resolution 14-1017. This is to reappoint John Nesmith and Creg Steele, as well as Sharon Borton, on our Meridian Parks Commission. These are all returning citizen commissioners. Each -- as you see there is a common theme to all of my appointments tonight. They have been long time contributors to our commission and I bring these to you for confirmation. Zaremba: Madam Mayor? De Weerd: Mr. Zaremba. Zaremba: I move we approve Resolution No. 14-1017, a resolution reappointing John Nesmith, Creg Steele, and Sharon Borton to the Meridian Parks Commission. Milam: Second. De Weerd: I have a motion and a second to approve Item 8-D. Madam Clerk, will you call roll. Roll Call: Bird, yea; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: All ayes. Meridian City Council September 16, 2014 Page 12 of 18 MOTION CARRIED: FIVE AYES. ONE ABSENT. E. Legal Department: Resolution No. : A Resolution Adopting Water and Sewer Billing Rates and Fees De Weerd: Item 8-E is under our legal department. Resolution 14-1018 and these adopt the water and sewer billing rates and fees. Council, the fees as you requested were put into this resolution. Mr. Nary, did you have anything to add? Nary: Madam Mayor, just, again, for the record -- I know Council Member Borton wasn't here last week as well. The Council did close the hearing at the end of the public input last week. They did make some specific parts of their motion and I wanted to make sure that we captured that. I did call Council President Rountree on Friday and I read him the language and he did say this was what he recalled the discussion was and I wanted to make sure -- which is why we left it on as a department report -- that part of the motion was that the water -sewer billing rates and fees will be reviewed twice a year for the first two years of this program and, then, annually each year thereafter and that there was a sunset of the EPA compliance fee of ten years. So, the intent of the Council was to sunset that at that particular time. So, if the language in the resolution meets what your recollection was and what you wanted, then, you can go ahead and move that forward. All the rest of the attachment is what you had in front of you last week, so none of that has changed, it was just the specific wording in the resolution. De Weerd: Council, any questions or comments? Borton: Madam Mayor? De Weerd: Mr. Borton. Rountree: Just a comment that -- not from last week, but from before -- and I would have mentioned it last week -- that I thought it was great to see a member of the public, Mr. Couch, showed up asking great questions, some hard questions, and got some answers as best he could. Went to the back of the room and, then, Tom Barry went -- watched him in the back of the room -- go over, visit with him, answer questions, share information, and be able to provide follow up. So, I just -- thanks to Tom Barry for doing that and I think that's the right -- it's just good to see that type of interaction when the public have questions and thanks to Mr. Couch, who is not here today, but he asked some good questions and it was -- for me it was important to hear those and it was nice to see Mr. Barry reach out to him the way he did right away. De Weerd: Thank you for that comment. I wholeheartedly agree with you on that. Anything further from Council? Madam Clerk, will you -- oh. Zaremba: Madam Mayor? Meridian City Council September 16, 2014 Page 13 of 18 De Weerd: Do I -- sorry. Mr. Zaremba. I was rushing things. Zaremba: I think it's appropriate to make a motion at this point. De Weerd: Yeah, it probably would be. Zaremba: I move that we approve proposed -- Resolution No. 14-1018 for resolution adopting water and sewer billing rates and fees. Cavener: Second. De Weerd: I have a motion and a second. Any discussion from Council? Madam Clerk, will you call roll. Roll Call: Bird, nay; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: All -- motion passes. Sorry. Zaremba: Majority. MOTION CARRIED: FOUR AYES. ONE NAY. ONE ABSENT. F. Public Works Department Report: Meridian Split Corridor Phase 2 Public Art Project Close -Out De Weerd: Okay. Item 8-F is under our Public Works Department. Or, no, it's not under our Public Works Department. It is under our Public Works Department. Max. Like why is it under our Public Works Department. Bird: That's what I couldn't figure out. But now I know. Jensen: Because that's where things get done. De Weerd: Oh, wow. Did Tom pay you to say that? Jensen: Not yet. Good evening. My name is Max Jensen with the Public Works Department. I'm here to provide a brief update on the Meridian Split Corridor Phase Two Public Art project that just got completed actually today. This is a big timeline of the major events that happened throughout this project. The call to artists was issued on December 12th of 2012. Public input on the three finalists proposals were from May 20 to June 21st of 2013. City Council's selection of C.J. Rench's proposal was done on October 1st of 2013 and the artwork installation was completed today. A couple pictures in here for your reference. These are three pictures of the fabrication. The first two are in the artist's shop. C.J. Rench's shop in Hood River. The third one is the completed product that was in the parking lot before they loaded it up on the -- on a Meridian City Council September 16, 2014 Page 14 of 18 flatbed to bring it here on Sunday. Installation on the date began. The far left picture shows the -- the footings being poured with concrete in the middle one and the far one is actually the crane and actually lifting it up and setting it. The far right one actually has a picture of C.J. Rench himself. He was a very -- very likeable artist out there and he was not only in art, in the fabrication of it in the shop, but he was also on site actually using shovels and, you know, being part of the team to get it installed and he was very helpful and very likeable guy. Three pictures of the project completion. This, again, is in the parcel -- it's parcel 153, but it's right in between Meridian and Ada Street. I don't want to be moving too fast if you guys want to look at it a little longer. De Weerd: Max, I just had a question is -- there was a movable part that was supposed to be kind of a wind or -- I can't remember what it was. Isn't -- is that on there? Jensen: The intentions was to make it moveable, but when they further looked at it it was not possible to make it moveable. De Weerd: Oh. Okay. And so what piece was that? Or did they just take it off? Jensen: I believe it was the cloud on the far left. De Weerd: Okay. Zaremba: Madam Mayor? De Weerd: Mr. Zaremba. Zaremba: I'm -- I don't know if this is exactly germane to this subject, but at one time there was discussion about putting some bench seating around in this -- what appears to be sort of a park, if people want to sit and contemplate this sculpture. Where did that conversation go? Are we doing that? Jensen: I have not been made aware of those discussions, so I can't answer that question. I could follow up and get back to you on that. De Weerd: Why don't we just see if Mr. Siddoway -- yeah. It hasn't been a conversation I don't think. Zaremba: I guess it went nowhere. De Weerd: I guess that answers your question. Zaremba: Yes. De Weerd: Thank you. Yeah. I believe what was -- the conversation was is that we didn't necessarily want people out in that area -- Meridian City Council September 16, 2014 Page 15 of 18 Zaremba: Attracting people to a spot where the traffic is difficult to cross. De Weerd: Right. Zaremba: I agree. Jensen: A couple of interesting facts for the project. Travel distance was 400 miles from Hood River. The weight is over 1,800 pounds. The structure is made out of a hundred percent stainless steel. Over 350 man hours were involved to build the structure. Just over 39,000 pounds of concrete involved with the footings. The structure itself is 12 feet tall and 20 feet wide. The cost is 95,000 dollars. And there were no change orders. Bird: Madam Mayor? De Weerd: Mr. Bird. Bird: Thirty-nine thousand pounds of concrete for footings? How deep did you go? De Weerd: To China. Jensen: When we started digging out there the -- the material was pretty soft, so we had to -- Bird: It was? Jensen: Right. Clay material. So, we had to over excavate. Bird: I thought you were digging to China when I was out there, so I just wondered. Jensen: We are pretty solid. Bird: You got a lot of footing. Jensen: Have a good wind load, too. Bird: Yeah. We got a lot of footings for that. Jensen: It's not going anywhere. So, with that I would stand for any questions or comments. De Weerd: Thank you, Max. Any questions from Council? Bird: No, I don't have anything. De Weerd: Have you all seen it? Meridian City Council September 16, 2014 Page 16 of 18 Bird: I haven't seen it finished. It's pretty cool. Zaremba: I saw the digging. I haven't seen the finished product. De Weerd: You will have to go by on your way home. It does look nice. Jensen: It's a nice art structure. De Weerd: Thank you, Max. Zaremba: Cool. G. Public Works: Acceptance Agreement for Meridian Split Corridor Phase 2 Public Art Project H. Resolution No. : Final Acceptance of "Under the Sun and Dreaming" from C.J. Rench for CJRDesign De Weerd: So, also 8-G is acceptance agreement for the Meridian split art piece. Milam: Madam Mayor? De Weerd: Mrs. Milam. Milam: I move that we accept the agreement for the Meridian Split Corridor phase two public art project. Bird: Second. De Weerd: Was that a resolution accepting -- Bird: That was a resolution. De Weerd: -- 14-1019? Milam: I was doing these together. De Weerd: Okay. Milam: Okay. And I -- yeah, the resolution accepting -- you're getting me all messed up. De Weerd: Sorry. Milam: Resolution No. 14-1019. Final acceptance of Under the Sun and Dreaming from C.J. Rench. Meridian City Council September 16, 2014 Page 17 of 18 Bird: Second. De Weerd: Thank you. I have a motion and a second. Any discussion from Council? Madam Clerk, will you call roll on 8-H. Roll Call: Bird, yea; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: Okay. I can't say all ayes, because we did have one yes. But everyone voted in favor. MOTION CARRIED: FIVE AYES. ONE ABSENT Item 9: Future Meeting Topics De Weerd: Council, anything under Item 9 for Future Meeting Topics? Zaremba: Madam Mayor? De Weerd: Mr. Zaremba. Zaremba: This not a topic, but an observation, and that would be something we need to deal with in Agenda Manager. Looking ahead to November 4th, that is election day and normally that meeting would be moved to November 5th. Bird: Yeah. Zaremba: Looking ahead also to the week after that, November 11th is a national holiday, so our 3:00 o'clock workshop should be moved to November 12th. Bird: Yes. Zaremba: And I'm just commenting that, so that everybody knows and that Agenda Manager makes those adjustments -- adjustments as well. Item 10: Executive Session Per Idaho State Code 67-2345 (1)(d): (d) To Consider Records that are Exempt from Disclosure as Provided in Chapter 3, Title 9, Idaho Code De Weerd: Okay. Thank you. It's noted for the record. Okay. Council, I would entertain a motion to adjourn into Executive Session. Bird: Madam Mayor? De Weerd: Mr. Bird. Meridian City Council September 16, 2014 Page 18 of 18 Bird: I move we go into Executive Session as per Idaho State Code 67-2345(1)(d). Milam: Second. I have a motion and a second to adjourn into Executive Session. Madam Clerk, will you call roll. Roll Call: Bird, yea; Rountree, absent; Zaremba, yea; Borton, yea; Milam, yea; Cavener, yea. De Weerd: All ayes. MOTION CARRIED: FIVE AYES. ONE ABSENT. EXECUTIVE SESSION: (6:28 p.m. to 8:42 p.m.) De Weerd: Mr. Bird. Bird: I move we come out of Executive Session and let it be noted no action was taken. Zaremba: Second. De Weerd: I have a motion and second. All those in favor say aye. All ayes. MOTION CARRIED: FIVE AYES. ONE ABSENT. De Weerd: Do I have a motion to adjourn? Milam: So moved. Bird: So -- second. De Weerd: All those in favor say aye? All ayes. MOTION CARRIED: FIVE AYES. ONE ABSENT. MEETING ADJOURNED AT 8:42 P.M. (AUDIO RECORDING ON FILE OF THESE PROCEEDINGS) -M ATTEST: C �a C JAYCE OLMAN C ' CK -1E JD TA Ne y !BARO 1� SEA �T F� P~ v �`�he raea�� DATE APPROVED Changes to Agenda: The applicant has requested continuance of item #7C: Spurwing Challenge Vacation application (VAC -14-004) to the September 26''d bearing, Item #7A: Southridge Commercial (RZ-14-005) Application(s): Rezone Size of property, existing zoning, and location: This site consists of 7.41 acres of land, is currently zoned TN -C, and is located at the SWC of S. Linder Road & W. Overland Road, History: This site was annexed in 2006 with the larger Southridge development and is subject to a development agreement that requires development to comply with a concept plan and includes provisions intended to ensure a quality development. The property is platted as Lots 1-5, Block 1, Southridge Subdivision #1. Summary of Request: The applicant requests a rezone of 7.41 acres of land from the TN -C to the C -C zoning district consistent with the MU -C (mixed use commercial) FLUM designation. The reason for the rezone request is because the TN - C district requires all new construction to have a minimum of 2 stories. The C -C zone allows for a mix of retail, office and service uses with access to arterials or nonresidential collector streets; a minimum # of stories is not required. The applicant feels the C -C district will be more accommodating to businesses who are interested in building on this site. The design guidelines in the TMISAP are still applicable to development of this site. Commission Recommendation: Approval (no changes are recommended to the existing DA) Summary of Commission Public Hearing: i. In favor: Timothy Eck ii. In opposition: None iii. Commenting: None iv. Written testimony: Jason Densmer, Applicant's Representative (in agreement w/staff report) Key Issue(s) of Discussion by Commission: L None Key Commission Change(s) to Staff Recommendation: i. None Outstanding Issue(s) for City Council: i. None Written Testimony since Commission Hearing: None Notes: DATE: September 16, 2014 ITEM NUMBER: 5A 1 Oil 1 1111 Findings of Fact, Conclusions of Law for Approval: AZ 14-008 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Annexation of Approximately 6.61 Acres from RUT in Ada County to the R-15 (Medium High -Density Residential) Zoning District I►yil:4 :4 111li•[0ki[oil III � Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS DATE: September 16, 2014 ITEM NUMBER: 5B Findings of Fact, Conclusions of Law for Approval: PP 14-008 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Preliminary Plat Approval Consisting of Eighteen (18) Buildable Lots and Two (2) Common Lots on Approximately 5.84 Acres in the Proposed R-15 Zoning District 1TEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS September •_•_ • 2014 ITEM NUMBER: 5C Findings of Fact, Conclusions of Law for Approval: CUP 14-005 Shallow Creek by Steve Arnold Located Southeast Corner of N. Locust Grove Road and E. Franklin Road Request: Conditional Use Permit for a Multi -Family Development Consisting of Sixty - Eight (68) Dwelling Units (17 Four-Plexes) on Approximately 5.84 Acres of Land in the Proposed R-15 Zoning District MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes • DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS • • r NUMBER:DATE: September 16, 2014 ITEM ITEM TITLE: REFLECTION RIDGE Final Order for Approval: FP 14-037 Reflection Ridge Subdivision No. 4 by Mission Coast Properties ID, Inc. Located Approximately 1/2 Mile South of E. Victory Road and 1/2 Mile West of S. Locust Grove Road Request: Final Plat Approval Consisting of Forty -Four (44) Building Lots and Five (5) Common Lots on 13.9 Acres of Land in the R-8 Zoning District MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS D September •_ • 2014 ITEM NUMBER: 5E PROJECT NUMBER: FP 14-038 ITEM TITLE: ARCHER a - SUBDIVISION FP 14-038 Archer Farm Subdivision by Archer Farm Properties, LLC Located 4660 N. Meridian Road Request: Final Plat Approval Consisting of Twenty (20) Building Lots and One (1) Common Area Lot on 4.93 Acres of Land in the R-8 Zoning District MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS DATE:September 16, 2014 ITEM NUMBER: 5F MFP 14-002 Canterbury Commons No. 1 by Northside Management Located South Side of W. Pine Avenue and East of N. Ten Mile Road Request: Final Plat Modification Amending Plat Notes #18 and #19 to Allow Lot 2, Block 1 to take Access from the Common Driveway Constructed Along the Southern Boundary I►►i1=1=9101 Lot Z[Id Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS WZMEM�•=� DATE: Seotember 16,2014 ITEM NUMBER: 5C-. Memorandum of Agreement with Meridian Development Corporation for $10,000.00 Contribution to Concerts on Broadway MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes 5 IL, A, ill 11111 1 JUMUSH "OT DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS This MEMORANDUM OF AGREEMENT FOR CONTRIBUTION TO CONCERTS ON BROADWAY ("Agreement") is made this_ day of September, 2014 ("Effective Date"), by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho ("City"), and Meridian Development Corporation, an urban renewal agency organized under the laws of the State of Idaho ("MDC"). WHEREAS, City and MDC desire that the plaza at Meridian City Hall serve as a place where members of the community can gather to enjoy downtown Meridian and to take part in the arts; WHEREAS, in the summer of 2015, the Meridian Arts Conunission will present Concerts on Broadway, a series of live, outdoor performances to be held in the Meridian City Hall plaza; and WHEREAS, MDC is willing to contribute to City ten thousand dollars ($10,000.00) toward expenses related to the presentation of the Concerts on Broadway series; NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged and agreed, and in consideration of the mutual promises and covenants herein contained, the Parties agree as follows: I. CITY'S RESPONSIBILITIES. A. Concert production. Between May 31, 2015 and September 30, 2015, City agrees to present four (4) free outdoor concerts at Meridian City Hall plaza as part of the 2015 Concerts on Broadway series. Such concerts will include live musical performance, and may include an opening act, food vendor(s), amplified sound, and limited chair seating. The selection of staff and/or vendors for Concerts on Broadway shall be made by City. B. Publicity. City shall publicize the 2015 Concerts on Broadway series, which publicity may include distribution of information via written and broadcast media, social and online media, e-mail, posters, and a banner displayed at Meridian City Hall. Decisions regarding the time, place, and manner of such publicity shall be made by City. C. Acknowledgment of sponsorship. Though the amount contributed by MDC would typically allow MDC to be acknowledged as a title sponsor of the 2015 Concerts on Broadway series, MDC's desire is to be acknowledged as a Tier 1 sponsor (or like designation). As such, MDC shall be entitled to recognition as "sponsored by," be recognized and allowed an opportunity to address the audience during intermission at all concerts, set up a display table and banner at one (1) concert, and have the MDC logo printed on all event marketing materials where sponsors' logos are printed. D. Invoice MDC. City shall provide one (1) invoice to MDC by April 1, 2015, in the amount of ten thousand dollars ($10,000.00), and City shall use such amount for the payment of expenses related to the production of Concerts on Broadway, which expenses MEMORANDUM OF AGREEMENT FOR MDC'S CONCERTS ON BROADWAY CONTRIBUTION PAGE 1 OF 3 shall include payment for performance artist booking, sound system rental, chair rental, and publicity. II. MDC's RESPONSIBILITIES. A. Reimbursement. Within thirty (30) days of receipt of City's invoice, MDC shall provide payment to City in the amount of ten thousand dollars ($10,000.00). B. Logo. MDC shall provide City with a copy of its logo, in digital format, for use on marketing materials as described herein. C. Appropriation. Notwithstanding anything in this Agreement to the contrary, MDC's obligations under this Agreement to provide payment to City as described herein shall be subject to and dependent upon appropriations being made by the MDC governing board for such purpose. The officer or administrator charged with the responsibility of preparing MDC's Fiscal Year 2015 budget shall include in the proposed budget the amount noted herein, which will be duly considered by the Board along with the other proposed expenditures for Fiscal Year 2015. III. GENERAL TERMS. A. Term. This Agreement begins immediately upon execution and shall remain in effect through September 30, 2015. B. Notice. Notice required to be provided by either of the parties under this Agreement shall be in writing and be deemed cormnunicated when mailed by United States Mail, addressed as follows: City: City of Meridian MDC: Meridian Development Corporation City Attorney's Office Ashley Squyres, Administrator 33 E. Broadway Avenue 33 E. Broadway Avenue Meridian ID 83642 Meridian ID 83642 Either party may change its address for the purpose of this paragraph by giving formal notice of such change to the other in the manner herein provided. C. Entire agreement; modification. This Agreement embodies the entire agreement and understanding between the parties pertaining to the subject matter of this Agreement, and supersedes all prior agreements, understandings, negotiations, representations, and discussions, whether verbal or written, of the parties pertaining to that subject matter. The Agreement may not be changed, amended, or superseded unless by means of writing executed by both Parties hereto. D. Termination. Either party may terminate this Agreement in whole, or in part, due to convenience, nonappropriation, or when either or both parties agree that the continuation of the project is not in the parties' best interest, by providing thirty (30) days written notice. If MDC is the terminating party, City shall be entitled to receive reimbursement for payments made for services properly performed by City to the date of termination. If City is the terminating party, MDC shall be entitled to reimbursement for a pro -rata share of MDC's MEMORANDUM OF AGREEMENT FOR MDC's CONCERTS ON BROADWAY CONTRIBUTION PAGE 2 OF 3 contribution for any concerts that have not been presented at the time of the termination, i.e $2,500 per concert. City's decision to cancel or reschedule a concert due to inclement weather or other unforeseen event on the day of such scheduled concert shall not constitute termination or breach, and MDC shall not be entitled to pro -rata or other reimbursement in such circumstance. E. Indemnification. To the fullest extent permitted by law and by Article VIII, section 4 of the Idaho Constitution, City agrees to indemnify, defend, and hold harmless MDC and its officers, agents, consultants, and employees from and against any and all liability, claims, losses, actions, or judgments, costs and fees, including any costs and attorney's fees incurred therein, for damages, losses, or injury to entities, persons or property for any act, error, or omission arising out of or in any way connected with the activities and programs described herein and/or the activities of City and its officers, employees, contractors, or agents related to or connected with this Agreement. F. Severability. If any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. The invalidity or unenforceability of any particular provision of this Agreement shall not affect the other provisions, and this Agreement shall be construed in all respects as if any invalid or unenforceable provision were omitted. G. Applicable Law. The Agreement shall be governed by the laws of the State of Idaho and jurisdiction for any disputes arising hereunder shall be in the Fourth Judicial District, Ada County, State of Idaho. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this day of September, 2014. MERIDIAN DEVELOPMENT CORPORATION: i D AU(; X51 Tammy d eerd, Mayor°` ?� I City of � E IT)IA N- ®�Ralo Attest: faycee H` Tyan; qty Clerk MEMORANDUM OF AGREEMENT FOR MDC' S CONCERTS ON BROADWAY CONTRIBUTION PAGE 3 OF 3 September • 2014 NUMBER: eat*Qr0 111 IT, I=34:7� Memorandum of Agreement with Meridian Development Corporation for $5,000.00 Contribution to Traffic Box Community Art Project MEETING NOTES r Community Item/Presentations Presenter Contact Info./Notes DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS MEMORANDUM OF AGREEMENT 11' CONTRIBUTION 1 TRAFFIC iI COMMUNITY PROJECT This MEMORANDUM OF AGREEMENT FOR CONTRIBUTION TO TRAFFIC BOX COMMUNITY ART PROJECT ("Agreement") is made this day of September, 2014 ("Effective Date"), by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho ("City"), and Meridian Development Corporation, an urban renewal agency organized under the laws of the State of Idaho ("MDC"). WHEREAS, City and MDC desire that public art will be a component of the Meridian community and to that end, City has undertaken the Traffic Box Community Art Project ("Project"), within which artwork created by community members will be transformed into vinyl wraps and used to cover traffic control boxes at various locations throughout Meridian, with permission from the property owner Ada County Highway District ("ACHD"), as a benefit to the public; WHEREAS, the Meridian Arts Commission intends to work with artists, ACHD, and MDC to install at least three (3) Project wraps in fiscal year 2015; and WHEREAS, MDC is willing to contribute to City five thousand dollars ($5,000.00) toward expenses related to the Project; NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged and agreed, and in consideration of the mutual promises and covenants herein contained, the Parties agree as follows: I. CITY'S RESPONSIBILITIES. A. Project wrap installation. Between October 1, 2014 and September 30, 2015, City agrees to invest MDC's contribution in the installation of three (3) Project wraps in the Meridian Urban Renewal Area as part of the Project. The selection of staff and/or vendors for Project shall be made by City. B. Selection of artists, traffic boxes. City shall include MDC in the process of selecting artists and/or artwork for transfer onto the three (3) Project wraps that are the subject of this Agreement. City shall include MDC in the process of selecting the traffic boxes on which the three (3) Project wraps that are the subject of this Agreement are installed; such boxes shall be located within the Meridian Urban Renewal Area. With regard to decisions related to selection of artists, artwork, or specific installation locations, City shall duly consider MDC input and shall make a reasonable effort to come to consensus; however, City shall be responsible for the final decision regarding selection of artists, artwork, or specific installation locations. C. Acknowledgment of sponsorship. If City decides to acknowledge sponsors of wraps installed as part of Project, City shall acknowledge MDC on the three (3) Project wraps that are the subject of this Agreement. MEMORANDUM OF AGREEMENT FOR MDC's TRAFFIC Box COMMUNITY ART PROJECT CONTRIBUTION PAGE I OF 3 D. Invoice MDC. City shall remit to MDC up to three (3) invoices, with receipts for payments rendered to vendor(s) for the three (3) Project wraps that are the subject of this Agreement, and shall request reimbursement from MDC to City for such payments, in a total amount not to exceed five thousand dollars ($5,000.00). IL MDC's RESPONSIBILITIES. A. Reimbursement. Within thirty (30) days of receipt of each of City's invoices, MDC shall provide payment to City in the amount of such invoice, in a total amount not to exceed five thousand dollars ($5,000.00). B. Logo. MDC shall provide City with a copy of its logo, in digital format, for use on sponsorship acknowledgment, if any, on the three (3) Project wraps that are the subject of this Agreement. C. Appropriation. Notwithstanding anything in this Agreement to the contrary, MDC's obligations under this Agreement to provide payment to City as described herein shall be subject to and dependent upon appropriations being made by the MDC governing board for such purpose. The officer or administrator charged with the responsibility of preparing MDC's Fiscal Year 2015 budget shall include in the proposed budget the amount noted herein, which will be duly considered by the Board along with the other proposed expenditures for Fiscal Year 2015. III. GENERAL TERMS. A. Term. This Agreement begins immediately upon execution and shall remain in effect through September 30, 2015. B. Notice. Notice required to be provided by either of the parties under this Agreement shall be in writing and be deemed communicated when mailed by United States Mail, addressed as follows: City: City of Meridian MDC: Meridian Development Corporation City Attorney's Office Ashley Squyres, Administrator 33 E. Broadway Avenue 33 E. Broadway Avenue Meridian ID 83642 Meridian ID 83642 Either party may change its address for the purpose of this paragraph by giving formal notice of such change to the other in the manner herein provided. C. Entire agreement; modification. This Agreement embodies the entire agreement and understanding between the parties pertaining to the subject matter of this Agreement, and supersedes all prior agreements, understandings, negotiations, representations, and discussions, whether verbal or written, of the parties pertaining to that subject matter. The Agreement may not be changed, amended, or superseded unless by means of writing executed by both Parties hereto. D. Termination. Either party may terminate this Agreement in whole, or in part, due to convenience, nonappropriation, or when either or both parties agree that the continuation of MEMORANDUM OF AGREEMENT FOR MDC's TRAFFIC Box COMMUNITY ART PROJECT CONTRIBUTION PAGE 2 OF 3 the project is not in the parties' best interest, by providing thirty (30) days written notice. If MDC is the terminating party, City shall be entitled to receive reimbursement for payments made for services properly performed by City to the date of termination. E. Indemnification. To the fullest extent permitted by law and by Article VIII, section 4 of the Idaho Constitution, City agrees to indemnify, defend, and hold harmless MDC and its officers, agents, consultants, and employees from and against any and all liability, claims, losses, actions, or judgments, costs and fees, including any costs and attorney's fees incurred therein, for damages, losses, or injury to entities, persons or property for any act, error, or omission arising out of or in any way connected with the activities and programs described herein and/or the activities of City and its officers, employees, contractors, or agents related to or connected with this Agreement. F. Severability. If any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. The invalidity or unenforceability of any particular provision of this Agreement shall not affect the other provisions, and this Agreement shall be construed in all respects as if any invalid or unenforceable provision were omitted. G. Applicable Law. The Agreement shall be governed by the laws of the State of Idaho and jurisdiction for any disputes arising hereunder shall be in the Fourth Judicial District, Ada County, State of Idaho. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this day of September, 2014. MERIDIAN DEVELOPMENT CORPORATION: By: CITY OF MERIDIAN: Tammy d erd, Mayor Attest: Clerk MEMORANDUM OF AGREEMENT FOR MDCs TRAFFIC Box COMMUNITY ART PROJECT CONTRIBUTION PAGE 3 OF 3 DATE: September 16, 2014 ITEM NUMBER:51 PROJECTU ITEM TITLE: APPROVAL OF TASK ORDER Approval of Task Order 10369.b for "Franklin Road - Black Cat to Ten Mile - Sewer and Water Improvements - Design" to Civil Survey Consultants, Inc in the Not -To -Exceed Amount of $69,336.00 MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS To: Jaycee L. Holman, City Clerk, From: Keith Watts, Purchasing Manager C: Jacy Jones, Austin Petersen Date: 9-10-2014 Re: Sept 16th City Council Meeting Agenda Item The Purchasing Department respectfully requests that the following item be placed on the September 16th City Council Consent Agenda for Council's consideration. Approval of Task Order 10369.b for "Franklin Road — Black Cat to Ten Mile — Sewer and Water Improvements - Design" to Civil Survey Consultants, Inc in the Not -To - Exceed amount of $69,336.00. This Task Order is written against the current Master Agreement (1 b) between the parties. Recommended Council Action: Approval of Task Order 10369.b, Franklin Rd — Black Cat to Ten Mile — Sewer and Water Improvements - Design, to Civil Survey Consultants, Inc. for the Not -To -Exceed amount of $69,336.00. Thank you for your consideration. Page 1 l C E IDIAN*,_=� AHO Pub lic e Vkvme , ,11111111 TO: Keith Watts FROM: Austin Petersen DATE: 09.08.2014 02:27PM Mayor Tammy de Weerd City Council em er$o Keith Bird Brad Hoaglun Charles Rountree David Zaremba SUBJECT: Project Information Memo- Franklin -Black Cat to Ten Mile Road Sewer and Water Improvements - Design Attached is a task order with Civil Survey Consultants for the design and construction staking of water and sewer improvements to be installed with Ada County Highway Districts Franklin Road - Black Cat Road to Ten Mile Road Project. These services are to be provided for the not to exceed amount of $69,336.00. I. DEPARTMENT CONTACT PERSONS Austin Petersen 489-0352 Warren Stewart, PW Engineering Manager 489-0350 Tom Barry, Director of Public Works 489-0372 II. DESCRIPTION A. Background The Ada County Highway District, in conjunction with the Idaho Transportation Department, is going to widen Franklin Road, between Black Cat Road and Ten Mile Road, to five lanes with bike lanes, curb, gutter, and detached sidewalk. Preliminary Design of the water and sewer improvements to be installed with the road widening project, was started in 2012 with Parametrix. Parametrix has completed their task order, but additional design work, construction staking, construction support services, and record drawing production will be required for this project. The attached Task Order with Civil Survey Consultants is for these additional services. B. Proposed Project Complete the design of approximately 2600 Linear feet of new 12" water main, 4200 Linear feet of sewer main, five water services, eight sewer services, and seven fire hydrants. This will be in addition to designing the relocation and adjustment of existing facilities, providing construction staking, construction support services, and record drawings. Page I of 2 TASK ORDER NO. 10369.b Pursuant to the MASTER AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN CITY OF MERIDIAN (OWNER) AND CIVIL SURVEY CONSULTANTS, INC (ENGINEER) This Task Order is made this day of September, 2014 and entered into by and between! the City of Meridian, a municipal corporation organized under the laws of the State of Idaho, hereinafter referred to as "City", and accepted by (CIVIL SURVEY CONSULTANTS, INC), hereinafter referred to as "Engineer" pursuant to the mutual promises, covenant and conditions contained in the Master Agreement (Category 1 B) between the above mentioned parties dated September 18, 2012. The Project Name for this Task Order 10369.1b is as follows: B • IJI :61-111 ■■ 0 s Per the City's request, the Engineer will provide professional engineering services related to the design of new and relocated sanitary sewer and potable water improvements to be constructed in conjunction with the Idaho Department of Transportation (ITD) Project No. A012(368). Task 1 —Administration 1.1 Set up the contract and submit written communication through the City's project management software (e -Builder). This includes but is not limited to the following: • Reports • Drawings • Requests for information • Request for action by City • General Project Documentation & Communication 1.2 Engineer shall attend final design review meeting at ACHD for the prime roadway project. Task Order 10369.b FRANKLIN ROAD - BLACK CAT ROAD TO TEN MILE ROAD - SEWER AND WATER IMPROVEMENTS — DESIGN CIVIL SURVEY CONSULTANTS, INC Page 1 of 5 Extend fourteen existing sewer stubs to new right-of-way line. Stubs shall be extended beyond right-of-way if depth or new irrigation lines make it necessary. Abandon one existing sewer service as identified by the City. New main and service lines shall be sleeved through new storm drain bio-swale. Task 4 — Construction Document Preparation and Review 4.1 Develop plans, specifications and bid schedule that meet current design standards and standard specifications of the City, ISPWC, ITD and ACRD. One complete set of 11 "x17" plans and specifications will be developed per ITD layout standards. Plans will be prepared using ACHD standard blocks and line types. 4.2 Submit four sets of plans and two sets specifications to City Engineering for departmental review and comment. A PDF of plans and specifications shall also be provided. Engineer to revise plans as necessary. 4.3 Submit one set of plans and specifications to ITD/ACHD for review. 4.4 Submit revised plans and specifications to City Engineering for Development Services review. Engineer to revise plans as necessary. 4.5 Submit plans and specifications to City Engineering for QLPE review and approval. Engineer to revise plans as necessary and resubmit. 4.6 Submit two sets of plans to Nampa Meridian Irrigation District for review and approval. Engineer will submit plans to Nampa Meridian Irrigation District for review and approval. The City shall coordinate execution of the agreement and pay all fees associated with the agreement. 4.7 Submit two fully approved set of plans and specifications to City Engineering Department. A PDF of plans and specifications shall also be provided. 4.8 Submit a fully approved set of plans and specifications to ITD/ACHD for bidding purposes. A PDF of plans and specifications shall also be provided. Task 5 — Construction Services 5.1 Attend pre -construction meeting. 5.2 Answer RFI's from contractor during bidding and construction about the design. 5.3 Review material specifications submitted by contractor. 5.4 Prepare record drawings meeting the City of Meridian Acceptance of Record/Electronic Drawings, dated October 25, 2012. Task Order 10369.b FRANKLIN ROAD - BLACK CAT ROAD TO TEN MILE ROAD - SEWER AND WATER IMPROVEMENTS — DESIGN CIVIL SURVEY CONSULTANTS, INC Page 3 of 5 COMPENSATION AND COMPLETION SCHEDULE Task Description Due Date Compensation 1 Administration ® 30 days after completion of construction $1,375.00 2 Design Survey ® September 2015 $10,630.00 3 Design Improvements ® September 2015 $16,940.00 4 Construction Documents . September 2015 $28,329.00 5 Construction Services ® 30 days after completion of construction $11,762.00 Printing ® 30 days after completion of construction $300.00 TASK ORDER TOTAL $69,336 The Not -To -Exceed amount to complete all services listed above for this Task Order No. 10369.b is sixty nine thousand three hundred thirty-six dollars ($69,336.00). No compensation will be paid over the Not -to -Exceed amount without prior written approval by the City in the form of a Change Order. The hourly rates for services and direct expenses shall be billed per the approved Rate Schedule and Master Agreement (by this reference made a part hereof) and will be the basis for any additions and/or deletions in services rendered. Travel and meals are excluded from this Task Order unless explicitly listed in the Scope of Services AND Payment Schedule. BY: TAMMY de E D, MAYOR CIVIL SURVEY CQNSULTANTS, INC E d+' BY: ` ll TIM GES , E., Vrce Pre dent Dated: %` Dated:'% Approved by Council iecls—� '.' Sp Attest,__� __ ""� P ,City of JAYCEE L. LMAN,`IDTWCL E K DAH Nrl✓T po e�'"^fir` Purchasing Approval" rn' ' Depart exit Appr I/ BY: BY: { KEIT ATTS, Purchasitg Manager WA REN; STEWART, Engineering Mana Task Order 10369.b FRANKLIN ROAD - BLACK CAT ROAD TO TEN MILE ROAD - SEWER AND WATER IMPROVEMENTS — DESIGN CIVIL SURVEY CONSULTANTS, INC Page 5 of 5 September • 2014 J Approval of Award of Bid and Agreement to PAUL CONSTRUCTION, INC for the "WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION" Project for a Not -To -Exceed Amount of $115,539.40 MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS To: Jaycee L. Holman, City Clerk, From: Keith Watts, Purchasing Manager : Jacy Jones, David Allison Date: 09-11-2014 Re: September 16`h City Council Meeting Agenda Item The Purchasing Department respectfully requests that the following item be placed on the September 16th City Council Consent Agenda for Council's consideration. Approval of Award of Bid and Agreement to PAUL CONSTRUCTION, INC for the "WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION" project for a Not -To - Exceed amount of $115,539.40. Recommended Council Action: Award of Bid and Approval of Agreement to PAUL CONSTRUCTION for the Not -To -Exceed amount of $115,539.40. Thank you for your consideration. Page 1 THIS AGREEMENT FOR INDEPENDENT CONTRACTOR SERVICES is made this day of September, 2014, and entered into by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho, hereinafter referred to as "CITY", 33 East Broadway Avenue, Meridian, Idaho 83642, and Paul Construction, Inc, hereinafter referred to as "CONTRACTOR", whose business address is P O Box 1117, Meridian, ID 83680 and whose Public Works Contractor License # is C -10495 -AA -4. Whereas, the City has a need for services involving WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION; and WHEREAS, the Contractor is specially trained, experienced and competent to perform and has agreed to provide such services; NOW, THEREFORE, in consideration of the mutual promises, covenants, terms and conditions hereinafter contained, the parties agree as follows: 1.1 CONTRACTOR shall perform and furnish to the City upon execution of this Agreement and receipt of the City's written notice to proceed, all services and work, and comply in all respects, as specified in the document titled "Scope of Work" a copy of which is attached hereto as Attachment "A" and incorporated herein by this reference, together with any amendments that may be agreed to in writing by the parties. 1.2 All documents, drawings and written work product prepared or produced by the Contractor under this Agreement, including without limitation electronic data files, are the property of the Contractor; provided, however, the City shall have the right to reproduce, publish and use all such work, or any part thereof, in any manner and for any purposes whatsoever and to authorize others to do so. If any such work is copyrightable, the Contractor may copyright the same, except that, as to any work which is copyrighted by the Contractor, the City reserves a royalty -free, non-exclusive, and irrevocable license to reproduce, publish and use such work, or any part thereof, and to authorize others to do so. 1.3 The Contractor shall provide services and work under this Agreement consistent with the requirements and standards established by applicable federal, state and city laws, ordinances, regulations and resolutions. The Contractor WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 1 of 11 Project 10430 represents and warrants that it will perform its work in accordance with generally accepted industry standards and practices for the profession or professions that are used in performance of this Agreement and that are in effect at the time of performance of this Agreement. Except for that representation and any representations made or contained in any proposal submitted by the Contractor and any reports or opinions prepared or issued as part of the work performed by the Contractor under this Agreement, Contractor makes no other warranties, either express or implied, as part of this Agreement. 1.4 Services and work provided by the Contractor at the City's request under this Agreement will be performed in a timely manner in accordance with a Schedule of Work, which the parties hereto shall agree to. The Schedule of Work may be revised from time to time upon mutual written consent of the parties. 2. Consideration 2.1 The Contractor shall be compensated on a Not -To -Exceed basis as provided in Attachment B "Payment Schedule" attached hereto and by reference made a part hereof for the Not -To -Exceed amount of $115,539.40. 2.2 The Contractor shall provide the City with a monthly statement and supporting invoices, as the work warrants, of fees earned and costs incurred for services provided during the billing period, which the City will pay within 30 days of receipt of a correct invoice and approval by the City. The City will not withhold any Federal or State income taxes or Social Security Tax from any payment made by City to Contractor under the terms and conditions of this Agreement. Payment of all taxes and other assessments on such sums is the sole responsibility of Contractor. 2.3 Except as expressly provided in this Agreement, Contractor shall not be entitled to receive from the City any additional consideration, compensation, salary, wages, or other type of remuneration for services rendered under this Agreement including, but not limited to, meals, lodging, transportation, drawings, renderings or mockups. Specifically, Contractor shall not be entitled by virtue of this Agreement to consideration in the form of overtime, health insurance benefits, retirement benefits, paid holidays or other paid leaves of absence of any type or kind whatsoever. 3. Term: 3.1 This agreement shall become effective upon execution by both parties, and shall expire upon (a) completion of the agreed upon work, (b) or unless sooner terminated as provided in Sections 3.2, 3.3, and Section 4 below or unless some other method or time of termination is listed in Attachment A. 3.2 Should Contractor default in the performance of this Agreement or materially breach any of its provisions, City, at City's option, may terminate this Agreement by giving written notification to Contractor. WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 2 of 11 Project 10430 3.3 Should City fail to pay Contractor all or any part of the compensation set forth in Attachment B of this Agreement on the date due, Contractor, at the Contractor's option, may terminate this Agreement if the failure is not remedied by the City within thirty (30) days from the date payment is due. 3.4 TIME FOR EXECUTING CONTRACT AND LIQUIDATED DAMAGES Upon receipt of a Notice to Proceed, the Contractor shall have 75 (seventy- five) calendar days to complete the work as described herein. Contractor shall be liable to the City for any delay beyond this time period in the amount of $500.00 (five hundred dollars) per calendar day. Such payment shall be construed to be liquidated damages by the Contractor in lieu of any claim or damage because of such delay and not be construed as a penalty. See Milestones listed on Attachment B. Substantial Completion shall be accomplished within 60 (sixty) calendar days from Notice to Proceed. This project shall be considered Substantially Complete when the Owner has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, and only minor incidental work, corrections or repairs remain for the physical completion of the total contract. Contractor shall be liable to the City for any delay beyond this time period in the amount of $500.00 (five hundred dollars) per calendar day. Such payment shall be construed to be liquidated damages by the Contractor in lieu of any claim or damage because of such delay and not be construed as a penalty. 4. Termination: 4.1 If, through any cause, CONTRACTOR, its officers, employees, or agents fails to fulfill in a timely and proper manner its obligations under this Agreement, violates any of the covenants, agreements, or stipulations of this Agreement, falsifies any record or document required to be prepared under this agreement, engages in fraud, dishonesty, or any other act of misconduct in the performance of this contract, or if the City Council determines that termination of this Agreement is in the best interest of CITY, the CITY shall thereupon have the right to terminate this Agreement by giving written notice to CONTRACTOR of such termination and specifying the effective date thereof at least fifteen (15) days before the effective date of such termination. CONTRACTOR may terminate this agreement at any time by giving at least sixty (60) days notice to CITY. In the event of any termination of this Agreement, all finished or unfinished documents, data, and reports prepared by CONTRACTOR under this Agreement shall, at the option of the CITY, become its property, and CONTRACTOR shall be entitled to receive just and equitable compensation for any work satisfactorily complete hereunder. WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 3 of 11 Project 10430 4.2 Notwithstanding the above, CONTRACTOR shall not be relieved of liability to the CITY for damages sustained by the CITY by virtue of any breach of this Agreement by CONTRACTOR, and the CITY may withhold any payments to CONTRACTOR for the purposes of set-off until such time as the exact amount of damages due the CITY from CONTRACTOR is determined. This provision shall survive the termination of this agreement and shall not relieve CONTRACTOR of its liability to the CITY for damages. 5.1 In all matters pertaining to this agreement, CONTRACTOR shall be acting as an independent contractor, and neither CONTRACTOR nor any officer, employee or agent of CONTRACTOR will be deemed an employee of CITY. Except as expressly provided in Attachment A, Contractor has no authority or responsibility to exercise any rights or power vested in the City and therefore has no authority to bind or incur any obligation on behalf of the City. The selection and designation of the personnel of the CITY in the performance of this agreement shall be made by the CITY. 5.2 Contractor, its agents, officers, and employees are and at all times during the term of this Agreement shall represent and conduct themselves as independent contractors and not as employees of the City. 5.3 Contractor shall determine the method, details and means of performing the work and services to be provided by Contractor under this Agreement. Contractor shall be responsible to City only for the requirements and results specified in this Agreement and, except as expressly provided in this Agreement, shall not be subjected to City's control with respect to the physical action or activities of Contractor in fulfillment of this Agreement. If in the performance of this Agreement any third persons are employed by Contractor, such persons shall be entirely and exclusively under the direction and supervision and control of the Contractor. 6.1 CONTRACTOR shall indemnify and save and hold harmless CITY from and for any and all losses, claims, actions, judgments for damages, or injury to persons or property and losses and expenses and other costs including litigation costs and attorney's fees, arising out of, resulting from, or in connection with the performance of this Agreement by the CONTRACTOR, its servants, agents, officers, employees, guests, and business invitees, and not caused by or arising out of the tortious conduct of CITY or its employees. CONTRACTOR shall maintain, and specifically agrees that it will maintain, throughout the term of this Agreement, liability insurance, in which the CITY shall be named an additional insured in the minimum amounts as follow: General Liability One Million Dollars ($1,000,000) per incident or occurrence, Automobile Liability Insurance One Million Dollars ($1,000,000) per incident or occurrence and Workers' Compensation Insurance, in the statutory limits as required by law.. The limits of insurance shall not be deemed a limitation of the covenants to indemnify and save and hold harmless CITY; and if WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 4 of 11 Project 10430 CITY becomes liable for an amount in excess of the insurance limits, herein provided, CONTRACTOR covenants and agrees to indemnify and save and hold harmless CITY from and for all such losses, claims, actions, or judgments for damages or injury to persons or property and other costs, including litigation costs and attorneys' fees, arising out of, resulting from , or in connection with the performance of this Agreement by the Contractor or Contractor's officers, employs, agents, representatives or subcontractors and resulting in or attributable to personal injury, death, or damage or destruction to tangible or intangible property, including use of. CONTRACTOR shall provide CITY with a Certificate of Insurance, or other proof of insurance evidencing CONTRACTOR'S compliance with the requirements of this paragraph and file such proof of insurance with the CITY at least ten (10) days prior to the date Contractor begins performance of it's obligations under this Agreement. In the event the insurance minimums are changed, CONTRACTOR shall immediately submit proof of compliance with the changed limits. Evidence of all insurance shall be submitted to the City Purchasing Agent with a copy to Meridian City Accounting, 33 East Broadway Avenue, Meridian, Idaho 83642. 6.2 Any deductibles, self-insured retention, or named insureds must be declared in writing and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles, self-insured retentions or named insureds; or the Contractor shall provide a bond, cash or letter of credit guaranteeing payment of losses and related investigations, claim administration and defense expenses. 6.3 To the extent of the indemnity in this contract, Contractor's Insurance coverage shall be primary insurance regarding the City's elected officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City or the City's elected officers, officials, employees and volunteers shall be excess of the Contractor's insurance and shall not contribute with Contractor's insurance except as to the extent of City's negligence. 6.4 The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 6.5 All insurance coverages for subcontractors shall be subject to all of the insurance and indemnity requirements stated herein. 6.6 The limits of insurance described herein shall not limit the liability of the Contractor and Contractor's agents, representatives, employees or subcontractors. 7.Bonds: Payment and Performance Bonds are required on all Public Works Improvement Projects per the ISPWC and the City of Meridian Supplemental Specifications & Drawings to the ISPWC, which by this reference are made a part hereof. WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 5 of 11 Project 10430 8. Warranty: All construction and equipment provided under this agreement shall be warranted for 2 years from the date of the City of Meridian acceptance per the ISPWC and the Meridian Supplemental Specifications & Drawings to the ISPWC and any modifications, which by this reference are made a part hereof. All items found to be defective during a warranty inspection and subsequently corrected will require an additional two (2) year warranty from the date of City's acceptance of the corrected work. 9. Notices: Any and all notices required to be given by either of the parties hereto, unless otherwise stated in this agreement, shall be in writing and be deemed communicated when mailed in the United States mail, certified, return receipt requested, addressed as follows: CITY CONTRACTOR City of Meridian PAUL CONSTRUCTION, INC Purchasing Manager Attn: James Paul 33 E Broadway Ave P O Box 1117 Meridian, ID 83642 Meridian, ID 83680 208-888-4433 Phone: 208-466-2953 Email: irc tr.cer Idaho Public Works License #C -10495 -AA -4 Either party may change their address for the purpose of this paragraph by giving written notice of such change to the other in the manner herein provided. 10. Attorney Fees: Should any litigation be commenced between the parties hereto concerning this Agreement, the prevailing party shall be entitled, in addition to any other relief as may be granted, to court costs and reasonable attorneys' fees as determined by a Court of competent jurisdiction. This provision shall be deemed to be a separate contract between the parties and shall survive any default, termination or forfeiture of this Agreement. 11. Time is of the Essence: The parties hereto acknowledge and agree that time is strictly of the essence with respect to each and every term, condition and provision hereof, and that the failure to timely perform any of the obligations hereunder shall constitute a breach of, and a default under, this Agreement by the party so failing to perform. 12. Assignment: It is expressly agreed and understood by the parties hereto, that CONTRACTOR shall not have the right to assign, transfer, hypothecate or sell any of its rights under this Agreement except upon the prior express written consent of CITY. 13. Discrimination Prohibited: In performing the Work required herein, CONTRACTOR shall not unlawfully discriminate in violation of any federal, state or local law, rule or regulation against any person on the basis of race, color, religion, sex, national origin or ancestry, age or disability. WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 6 of 11 Project 10430 14. Reports .Information: 14.1 At such times and in such forms as the CITY may require, there shall be furnished to the CITY such statements, records, reports, data and information as the CITY may request pertaining to matters covered by this Agreement. 14.2 Contractor shall maintain all writings, documents and records prepared or compiled in connection with the performance of this Agreement for a minimum of four (4) years from the termination or completion of this or Agreement. This includes any handwriting, typewriting, printing, photo static, photographic and every other means of recording upon any tangible thing, any form of communication or representation including letters, words, pictures, sounds or symbols or any combination thereof. 15. Audits and Inspections: At any time during normal business hours and as often as the CITY may deem necessary, there shall be made available to the CITY for examination all of CONTRACTOR'S records with respect to all matters covered by this Agreement. CONTRACTOR shall permit the CITY to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data relating to all matters covered by this Agreement. 16. Publication, Reproduction and Use of Material: No material produced in whole or in part under this Agreement shall be subject to copyright in the United States or in any other country. The CITY shall have unrestricted authority to publish, disclose and otherwise use, in whole or in part, any reports, data or other materials prepared under this Agreement. 17. Compliance with Laws: In performing the scope of work required hereunder, CONTRACTOR shall comply with all applicable laws, ordinances, and codes of Federal, State, and local governments. 18. Changes: The CITY may, from time to time, request changes in the Scope of Work to be performed hereunder. Such changes, including any increase or decrease in the amount of CONTRACTOR'S compensation, which are mutually agreed upon by and between the CITY and CONTRACTOR, shall be incorporated in written amendments which shall be executed with the same formalities as this Agreement. 19. Construction and Severability: If any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. 20. Waiver of Default: Waiver of default by either party to this Agreement shall not be deemed to be waiver of any subsequent default. Waiver or breach of any provision of this Agreement shall not be deemed to be a waiver of any other or subsequent breach, and shall not be construed to be a modification of the terms of this Agreement unless this Agreement is modified as provided above. W WTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 7 of 11 Project 10430 21. Advice of Attorney: Each party warrants and represents that in executing this Agreement. It has received independent legal advice from its attorney's or the opportunity to seek such advice. 22. Entire Agreement: This Agreement contains the entire agreement of the parties and supersedes any and all other agreements or understandings, oral of written, whether previous to the execution hereof or contemporaneous herewith. 23. Order of Precedence: The order or precedence shall be the contract agreement, the Invitation for Bid document, then the winning bidders submitted bid document. 24. Public Records Act: Pursuant to Idaho Code Section 9-335, et seq., information or documents received from the Contractor may be open to public inspection and copying unless exempt from disclosure. The Contractor shall clearly designate individual documents as "exempt" on each page of such documents and shall indicate the basis for such exemption. The CITY will not accept the marking of an entire document as exempt. In addition, the CITY will not accept a legend or statement on one (1) page that all, or substantially all, of the document is exempt from disclosure. The Contractor shall indemnify and defend the CITY against all liability, claims, damages, losses, expenses, actions, attorney fees and suits whatsoever for honoring such a designation or for the Contractor's failure to designate individual documents as exempt. The Contractor's failure to designate as exempt any document or portion of a document that is released by the CITY shall constitute a complete waiver of any and all claims for damages caused by any such release. 25. Applicable Law: This Agreement shall be governed by and construed and enforced in accordance with the laws of the State of Idaho, and the ordinances of the City of Meridian. 26. Approval Required: This Agreement shall not become effective or binding until approved by the City of Meridian. End of text. Signatures to follow on next page. WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 8 of 11 Project 10430 Signature Page VVVVTPEntnanoa|mpnovumgnts—ConotrucUun Project 10430 WI Approved by JA PAUL, President I XO KEITR,*A'fTS, Purchasing Manager fo-(.WARREN STMART, Enginee' AgMan e VYVVTPENTRANCE IMPROVEMENTS 'CONSTRUCTION page 8of11 Attachment A �lqs-1 • •- WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 10 of 11 Project 10430 Attachment B 1,111111111 • �• A. Total and complete compensation for this Agreement shall not exceed $115,539.40. Travel expenses, if applicable, will be paid at no more than the City of Meridian's Travel and Expense Reimbursement Policy. WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 11 of 11 Project 10430 MILESTONE DATES/SCHEDULE Milestone 1 Substantial Completion 60 (sixty) days Milestone 2 Final Completion 75 (seventy-five) days PRICING SCHEDULE Contract includes furnishing all labor, materials, equipment, and incidentals as required for the WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION per IFB PW -14 -10430 -BC. Total Bid Schedule ...................$115,539.40 NOT TO EXCEED TOTAL ....................... 115,539.40 CONTRACT IS A NOT TO EXCEED AMOUNT. LINE ITEM PRICING BELOW WILL BE USED FOR INVOICE VERIFICATION AND ANY ADDITIONAL INCREASES OR DECREASES IN WORK REQUESTED BY CITY. Bid Schedule Item No. Description Quantity Unit Unit Price 201.4.1.C.1 Removal of Obstructions 1 LS $1,000.00 201.4.1.D.1 Removal of Existing Pavement 844 SY $4.60 202.4.1.A.1 Excavation Plan Unit Quantity) 566 CY $29.00 801.4.1.13.1 6" Minus Uncrushed Aggregate Base 822 TON $29.00 802.4.1.13.1 Crushed Aggregate for Base, Type 1 204 TON $71.00 810.4.1.A.1 Plant Mix Pavement, Class III 166 TON $98.50 1001.4.2.A.1 Staging Area 1 EA $500.00 1001.4.2.13.1 Stabilized Construction Entrance 1 EA $820.00 1003.4.1.C.1 Silt Fence 760 LF $3.50 1006.4.1.C.1 Inlet Protection 2 EA $100.00 1103.4.1.A.1 Construction Traffic Control 1 LS $2,000.00 2010.4.1.A.1 Mobilization 1 LS $11,050.00 2020.4.1.F.1 Reference and Reset Survey Monument 3 EA $375.00 2030.4.1.A.1 Adjust Manhole to Grade 2 EA $450.00 2030.4.1.C.1 Adjust Valve Box to Grade 1 EA $350.00 SP -1 1.25" HDPE, SDR 11, Fiber Optic Conduit 410 LF $28.00 SP -2 Fiber Optic Junction Box 3 EA $1,930.00 SP -3a Irrigation Sleeve 137 LF $13.00 SP -3b Power Conduit 52 LF $16.00 Travel expenses, if applicable, will be paid at no more than the City of Meridian's Travel and Expense Reimbursement Policy. WWTP ENTRANCE IMPROVEMENTS - CONSTRUCTION page 11 of 11 Project 10430 od W V L Q G W i G CL E w e O V L C V � i d CL E W L. C r W IL 4 a: W co Z Z �IMWN e��e�■n m m i �IMWN e��e�■n aam�� ammm ammmm September • 2014 APPROVALPROJECT NUMBER: ITEM TITLE: - Approval of Award of Bid and Agreement to RIVERSIDE, INC for the "WELL 29 TEST WELL CONSTRUCTION" project for a Not -To -Exceed Amount of $195,332.00 MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS To: Jaycee L. Holman, City Clerk, From: Keith Watts, Purchasing Manager CC: Jacy Jones, Brent Blake Date: 9-10-2014 Re". September 16th City Council Meeting Agenda Item The Purchasing Department respectfully requests that the following item be placed on the September 16 City Council Consent Agenda for Council's consideration. Approval of Award of Bid and Agreement to RIVERSIDE, INC for the "WELL 29 TEST WELL CONSTRUCTION" prosect for a Not -To -Exceed amount of $195,332.00. Recommended Council Action: Award of Bid and Approval of Agreement to RIVERSIDE INC for the Not -To -Exceed amount of $195,332.00. Thank you for your consideration. Page 1 A R - . .,T FOR i_ _ CONTRACTOR w .__*R (WELL 29 TEST WELL - CONSTRUCTION) .. PROJECT 046 THIS AGREEMENT FOR INDEPENDENT CONTRACTOR SERVICES is made this t day of September, 2014, and entered into by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho, hereinafter referred to as "CITY", 33 East Broadway Avenue, Meridian, Idaho 83642, and Riverside, Inc, hereinafter referred to as "CONTRACTOR", whose business address is P O Box 720, Parma, ID 83660 and whose Public Works Contractor License # is C -11115-A-1-4. ffR Whereas, the City has a need for services involving WELL 29 TEST WELL - CONSTRUCTION; and WHEREAS, the Contractor is specially trained, experienced and competent to perform and has agreed to provide such services; NOW, THEREFORE, in consideration of the mutual promises, covenants, terms and conditions hereinafter contained, the parties agree as follows: Scope of Work: 1.1 CONTRACTOR shall perform and furnish to the City upon execution of this Agreement and receipt of the City's written notice to proceed, all services and work, and comply in all respects, as specified in the document titled "Scope of Work" a copy of which is attached hereto as Attachment "A" and incorporated herein by this reference, together with any amendments that may be agreed to in writing by the parties. 1.2 All documents, drawings and written work product prepared or produced by the Contractor under this Agreement, including without limitation electronic data files, are the property of the Contractor; provided, however, the City shall have the right to reproduce, publish and use all such work, or any part thereof, in any manner and for any purposes whatsoever and to authorize others to do so. If any such work is copyrightable, the Contractor may copyright the same, except that, as to any work which is copyrighted by the Contractor, the City reserves a royalty -free, non-exclusive, and irrevocable license to reproduce, publish and use such work, or any part thereof, and to authorize others to do so. 1.3 The Contractor shall provide services and work under this Agreement consistent with the requirements and standards established by applicable federal, state and city laws, ordinances, regulations and resolutions. The Contractor WELL 29 TEST WELL - CONSTRUCTION page 1 of 11 Project 10461 represents and warrants that it will perform its work in accordance with generally accepted industry standards and practices for the profession or professions that are used in performance of this Agreement and that are in effect at the time of performance of this Agreement. Except for that representation and any representations made or contained in any proposal submitted by the Contractor and any reports or opinions prepared or issued as part of the work performed by the Contractor under this Agreement, Contractor makes no other warranties, either express or implied, as part of this Agreement. 1.4 Services and work provided by the Contractor at the City's request under this Agreement will be performed in a timely manner in accordance with a Schedule of Work, which the parties hereto shall agree to. The Schedule of Work may be revised from time to time upon mutual written consent of the parties. 2. Consideration 2.1 The Contractor shall be compensated on a Not -To -Exceed basis as provided in Attachment B "Payment Schedule" attached hereto and by reference made a part hereof for the Not -To -Exceed amount of $195,332.00. 2.2 Funding this project is split between fiscal year 2014 (Oct. 2013 — Sept. 2014) & 2015 (Oct. 2014 — Sept. 2015). The fiscal year runs from October 1 — September 30. Compensation for this project is scheduled to be paid from two different fiscal years, FY14 and FY15. Currently $135,000 has been budgeted for this year (FY14). Contractor must NOT complete work that exceeds $135,000 prior to October 1, 2014. It is the contractor's responsibility to schedule all work and to adhere to the anticipated schedule (See Section 3.4). The remainder of the $60,332.00 is in the FY15 budget that is anticipated to be approved by City Council on August 26, 2014. 2.3 The Contractor shall provide the City with a monthly statement and supporting invoices, as the work warrants, of fees earned and costs incurred for services provided during the billing period, which the City will pay within 30 days of receipt of a correct invoice and approval by the City. The City will not withhold any Federal or State income taxes or Social Security Tax from any payment made by City to Contractor under the terms and conditions of this Agreement. Payment of all taxes and other assessments on such sums is the sole responsibility of Contractor. 2.4 Except as expressly provided in this Agreement, Contractor shall not be entitled to receive from the City any additional consideration, compensation, salary, wages, or other type of remuneration for services rendered under this Agreement including, but not limited to, meals, lodging, transportation, drawings, renderings or mockups. Specifically, Contractor shall not be entitled by virtue of this Agreement to consideration in the form of overtime, health insurance benefits, retirement benefits, paid holidays or other paid leaves of absence of any type or kind whatsoever. WELL 29 TEST WELL - CONSTRUCTION page 2 of 11 Project 10461 2 Term: 3.1 This agreement shall become effective upon execution by both parties, and shall expire upon (a) completion of the agreed upon work, (b) or unless sooner terminated as provided in Sections 3.2, 3.3, and Section 4 below or unless some other method or time of termination is listed in Attachment A. 3.2 Should Contractor default in the performance of this Agreement or materially breach any of its provisions, City, at City's option, may terminate this Agreement by giving written notification to Contractor. 3.3 Should City fail to pay Contractor all or any part of the compensation set forth in Attachment B of this Agreement on the date due, Contractor, at the Contractor's option, may terminate this Agreement if the failure is not remedied by the City within thirty (30) days from the date payment is due. 3.4 TIME FOR EXECUTING CONTRACT AND LIQUIDATED DAMAGES Upon receipt of a Notice to Proceed, the Contractor shall have 60(sixty) calendar days to complete the work as described herein. Contractor shall be liable to the City for any delay beyond this time period in the amount of $150.00 (one hundred fifty dollars) per calendar day. Such payment shall be construed to be liquidated damages by the Contractor in lieu of any claim or damage because of such delay and not be construed as a penalty. See Milestones listed below for Substantial Completion. Substantial Completion shall be accomplished within 50 (fifty) calendar days from Notice to Proceed. This project shall be considered Substantially Complete when the Owner has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, and only minor incidental work, corrections or repairs remain for the physical completion of the total contract. Contractor shall be liable to the City for any delay beyond this time period in the amount of $150.00 (one hundred fifty dollars) per calendar day. Such payment shall be construed to be liquidated damages by the Contractor in lieu of any claim or damage because of such delay and not be construed as a penalty. ANTICIPATED PROJECT SCHEDULE The anticipated project schedule has been revised to accommodate the crop production on the Well 29 site location. The City and the Contractor shall work with the farmer to determine a mutually agreeable date to begin the well construction. August 7, 2014 Bid Opening September 9, 2014 Anticipated Council Award September 22, 2014 Notice to Proceed September 22, 2014 Pre -Construction Conference November 11, 2014 Milestone 1 — Substantial Completion November 21, 2014 Milestone 2 —Final Completion WELL 29 TEST WELL - CONSTRUCTION page 3 of 11 Project 10461 3 Termination: 4.1 If, through any cause, CONTRACTOR, its officers, employees, or agents fails to fulfill in a timely and proper manner its obligations under this Agreement, violates any of the covenants, agreements, or stipulations of this Agreement, falsifies any record or document required to be prepared under this agreement, engages in fraud, dishonesty, or any other act of misconduct in the performance of this contract, or if the City Council determines that termination of this Agreement is in the best interest of CITY, the CITY shall thereupon have the right to terminate this Agreement by giving written notice to CONTRACTOR of such termination and specifying the effective date thereof at least fifteen (15) days before the effective date of such termination. CONTRACTOR may terminate this agreement at any time by giving at least sixty (60) days notice to CITY. In the event of any termination of this Agreement, all finished or unfinished documents, data, and reports prepared by CONTRACTOR under this Agreement shall, at the option of the CITY, become its property, and CONTRACTOR shall be entitled to receive just and equitable compensation for any work satisfactorily complete hereunder. 4.2 Notwithstanding the above, CONTRACTOR shall not be relieved of liability to the CITY for damages sustained by the CITY by virtue of any breach of this Agreement by CONTRACTOR, and the CITY may withhold any payments to CONTRACTOR for the purposes of set-off until such time as the exact amount of damages due the CITY from CONTRACTOR is determined. This provision shall survive the termination of this agreement and shall not relieve CONTRACTOR of its liability to the CITY for damages. 4 Independent Contractor: 5.1 In all matters pertaining to this agreement, CONTRACTOR shall be acting as an independent contractor, and neither CONTRACTOR nor any officer, employee or agent of CONTRACTOR will be deemed an employee of CITY. Except as expressly provided in Attachment A, Contractor has no authority or responsibility to exercise any rights or power vested in the City and therefore has no authority to bind or incur any obligation on behalf of the City. The selection and designation of the personnel of the CITY in the performance of this agreement shall be made by the CITY. 5.2 Contractor, its agents, officers, and employees are and at all times during the term of this Agreement shall represent and conduct themselves as independent contractors and not as employees of the City. 5.3 Contractor shall determine the method, details and means of performing the work and services to be provided by Contractor under this Agreement. Contractor shall be responsible to City only for the requirements and results specified in this Agreement and, except as expressly provided in this Agreement, shall not be WELL 29 TEST WELL - CONSTRUCTION page 4 of 11 Project 10461 subjected to City's control with respect to the physical action or activities of Contractor in fulfillment of this Agreement. If in the performance of this Agreement any third persons are employed by Contractor, such persons shall be entirely and exclusively under the direction and supervision and control of the Contractor. 5 Indemnification and Insurance: 6.1 CONTRACTOR shall indemnify and save and hold harmless CITY from and for any and all losses, claims, actions, judgments for damages, or injury to persons or property and losses and expenses and other costs including litigation costs and attorney's fees, arising out of, resulting from, or in connection with the performance of this Agreement by the CONTRACTOR, its servants, agents, officers, employees, guests, and business invitees, and not caused by or arising out of the tortious conduct of CITY or its employees. CONTRACTOR shall maintain and specifically agrees that it will maintain, throughout the term of this Agreement, liability insurance, in which the CITY shall be named an additional insured in the minimum amounts as follow: General Liability One Million Dollars ($1,000,000) per incident or occurrence, Automobile Liability Insurance One Million Dollars ($1,000,000) per incident or occurrence and Workers' Compensation Insurance, in the statutory limits as required by law.. The limits of insurance shall not be deemed a limitation of the covenants to indemnify and save and hold harmless CITY; and if CITY becomes liable for an amount in excess of the insurance limits, herein provided, CONTRACTOR covenants and agrees to indemnify and save and hold harmless CITY from and for all such losses, claims, actions, or judgments for damages or injury to persons or property and other costs, including litigation costs and attorneys' fees, arising out of, resulting from , or in connection with the performance of this Agreement by the Contractor or Contractor's officers, employs, agents, representatives or subcontractors and resulting in or attributable to personal injury, death, or damage or destruction to tangible or intangible property, including use of. CONTRACTOR shall provide CITY with a Certificate of Insurance, or other proof of insurance evidencing CONTRACTOR'S compliance with the requirements of this paragraph and file such proof of insurance with the CITY at least ten (10) days prior to the date Contractor begins performance of it's obligations under this Agreement. In the event the insurance minimums are changed, CONTRACTOR shall immediately submit proof of compliance with the changed limits. Evidence of all insurance shall be submitted to the City Purchasing Agent with a copy to Meridian City Accounting, 33 East Broadway Avenue, Meridian, Idaho 83642. 6.2 Any deductibles, self-insured retention, or named insureds must be declared in writing and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles, self-insured retentions or named insureds; or the Contractor shall provide a bond, cash or letter of credit guaranteeing payment of losses and related investigations, claim administration and defense expenses. 6.3 To the extent of the indemnity in this contract, Contractor's Insurance coverage shall be primary insurance regarding the City's elected officers, officials, WELL 29 TEST WELL - CONSTRUCTION page 5 of 11 Project 10461 employees and volunteers. Any insurance or self-insurance maintained by the City or the City's elected officers, officials, employees and volunteers shall be excess of the Contractor's insurance and shall not contribute with Contractor's insurance except as to the extent of City's negligence. 6.4 The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 6.5 All insurance coverages for subcontractors shall be subject to all of the insurance and indemnity requirements stated herein. 6.6 The limits of insurance described herein shall not limit the liability of the Contractor and Contractor's agents, representatives, employees or subcontractors. 6 Bonds: Payment and Performance Bonds are required on all Public Works Improvement Projects per the ISPWC and the City of Meridian Supplemental Specifications & Drawings to the ISPWC, which by this reference are made a part hereof. 7 Warranty: All construction and equipment provided under this agreement shall be warranted for 2 years from the date of the City of Meridian acceptance per the ISPWC and the Meridian Supplemental Specifications & Drawings to the ISPWC and any modifications, which by this reference are made a part hereof. All items found to be defective during a warranty inspection and subsequently corrected will require an additional two (2) year warranty from the date of City's acceptance of the corrected work. 8 Notices: Any and all notices required to be given by either of the parties hereto, unless otherwise stated in this agreement, shall be in writing and be deemed communicated when mailed in the United States mail, certified, return receipt requested, addressed as follows: CITY City of Meridian Purchasing Manager 33 E Broadway Ave Meridian, ID 83642 208-888-4433 CONTRACTOR Riverside, Inc Attn: Terry Daugherty P O Box 720 Parma, ID 83660 Phone: 208-722-6731 Email: code@rsicorp.net Idaho Public Works License # C -11115-A-1-4 Either party may change their address for the purpose of this paragraph by giving written notice of such change to the other in the manner herein provided. 9 Attorney Fees: Should any litigation be commenced between the parties hereto concerning this Agreement, the prevailing party shall be entitled, in addition to any other relief as may be granted, to court costs and reasonable attorneys' fees as WELL 29 TEST WELL - CONSTRUCTION page 6 of 11 Project 10461 determined by a Court of competent jurisdiction. This provision shall be deemed to be a separate contract between the parties and shall survive any default, termination or forfeiture of this Agreement. 10 Time is of the Essence: The parties hereto acknowledge and agree that time is strictly of the essence with respect to each and every term, condition and provision hereof, and that the failure to timely perform any of the obligations hereunder shall constitute a breach of, and a default under, this Agreement by the party so failing to perform. 11 Assignment: It is expressly agreed and understood by the parties hereto, that CONTRACTOR shall not have the right to assign, transfer, hypothecate or sell any of its rights under this Agreement except upon the prior express written consent of CITY. 12 Discrimination Prohibited: In performing the Work required herein, CONTRACTOR shall not unlawfully discriminate in violation of any federal, state or local law, rule or regulation against any person on the basis of race, color, religion, sex, national origin or ancestry, age or disability. 13 Reports and Information: 14.1 At such times and in such forms as the CITY may require, there shall be furnished to the CITY such statements, records, reports, data and information as the CITY may request pertaining to matters covered by this Agreement. 14.2 Contractor shall maintain all writings, documents and records prepared or compiled in connection with the performance of this Agreement for a minimum of four (4) years from the termination or completion of this or Agreement. This includes any handwriting, typewriting, printing, photo static, photographic and every other means of recording upon any tangible thing, any form of communication or representation including letters, words, pictures, sounds or symbols or any combination thereof. 14 Audits and Inspections: At any time during normal business hours and as often as the CITY may deem necessary, there shall be made available to the CITY for examination all of CONTRACTOR'S records with respect to all matters covered by this Agreement. CONTRACTOR shall permit the CITY to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data relating to all matters covered by this Agreement. 15 Publication, Reproduction and Use of Material: No material produced in whole or in part under this Agreement shall be subject to copyright in the United States or in any other country. The CITY shall have unrestricted authority to publish, disclose and otherwise use, in whole or in part, any reports, data or other materials prepared under this Agreement. WELL 29 TEST WELL - CONSTRUCTION page 7 of 11 Project 10461 16 Compliance with Laws: In performing the scope of work required hereunder, CONTRACTOR shall comply with all applicable laws, ordinances, and codes of Federal, State, and local governments. 17 Changes: The CITY may, from time to time, request changes in the Scope of Work to be performed hereunder. Such changes, including any increase or decrease in the amount of CONTRACTOR'S compensation, which are mutually agreed upon by and between the CITY and CONTRACTOR, shall be incorporated in written amendments which shall be executed with the same formalities as this Agreement. 18 Construction and Severability: If any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. 19 Waiver of Default: Waiver of default by either party to this Agreement shall not be deemed to be waiver of any subsequent default. Waiver or breach of any provision of this Agreement shall not be deemed to be a waiver of any other or subsequent breach, and shall not be construed to be a modification of the terms of this Agreement unless this Agreement is modified as provided above. 20 Advice of Attorney: Each party warrants and represents that in executing this Agreement. It has received independent legal advice from its attorney's or the opportunity to seek such advice. 21 Entire Agreement: This Agreement contains the entire agreement of the parties and supersedes any and all other agreements or understandings, oral of written, whether previous to the execution hereof or contemporaneous herewith. 22 Order of Precedence: The order or precedence shall be the contract agreement, the Invitation for Bid document, then the winning bidders submitted bid document. 23 Public Records Act: Pursuant to Idaho Code Section 9-335, et seq., information or documents received from the Contractor may be open to public inspection and copying unless exempt from disclosure. The Contractor shall clearly designate individual documents as "exempt" on each page of such documents and shall indicate the basis for such exemption. The CITY will not accept the marking of an entire document as exempt. In addition, the CITY will not accept a legend or statement on one (1) page that all, or substantially all, of the document is exempt from disclosure. The Contractor shall indemnify and defend the CITY against all liability, claims, damages, losses, expenses, actions, attorney fees and suits whatsoever for honoring such a designation or for the Contractor's failure to designate individual documents as exempt. The Contractor's failure to designate as exempt any document or portion of a document that is released by the CITY shall constitute a complete waiver of any and all claims for damages caused by any such release. WELL 29 TEST WELL - CONSTRUCTION page 8 of 11 Project 10461 24 Applicable Law: This Agreement shall be governed by and construed and enforced in accordance with the laws of the State of Idaho, and the ordinances of the City of Meridian. 25 Approval Required: This Agreement shall not become effective or binding until approved by the City of Meridian. BY:i TAMMY de W AYOR Dated:_ Approved by Council: JAYC ,C City of Dated: 1n1010 r � k (trf Purchasing Approval-,.�0 BY: ✓sem i KEIT I /ATTS, Purb'(ids ng"Manager Dated: { { WELL 29 TEST WELL - CONSTRUCTION Project 10461 sident D'eparn nt Ap r al BY: A— WA, REN —WARREN STE ART, Engineering taTlager Dated:: I page 9 of 11 Attachment A ALL A® EN®UMS, ATTACHMENTS, AND EXHIBITS included in the Invitati®n to Sid Package # PW -14-10461, are by this reference made a part hereof. WELL 29 TEST WELL - CONSTRUCTION page 10 of 11 Project 10461 Attachment B MILESTONE / PAYMENT SCHEDULE A. Total and complete compensation for this Agreement shall not exceed $195,332.00. ravel expenses, n appimame, wni pe paid at no more than the City of Meridian's Travel and Expense Reimbursement Policy. WELL 29 TEST WELL - CONSTRUCTION page 11 of 11 Project 10461 MILESTONE DATES/SCHEDULE Milestone 1 Substantial Completion 50 (fifty) days from NTP Milestone 2 Final Completion 60 (sixty) days from NTP PRICING SCHEDULE Contract includes furnishing all labor, materials, equipment, and incidentals as required for the WELL 29 TEST WELL - CONSTRUCTION per IFB PW -14-10461 Total Bid Schedule 1 ...................$195,332.00 NOT TO EXCEED TOTAL ....................... $195,332.00 CONTRACT IS A NOT TO EXCEED AMOUNT. LINE ITEM PRICING BELOW WILL BE USED FOR INVOICE VERIFICATION AND ANY ADDITIONAL INCREASES OR DECREASES IN WORK REQUESTED BY CITY. Bid Schedule` Item No. Description Quantity Unit Unit Price 1 Storm Water Management 1 LS $3,000 2 Mobilization and demobilization 1 LS $9,500 3 Drill borehole for 16 -inch surface casing 38 LF $115 4 Furnish and install 16 -inch surface casing 40 LF $63 5 Furnish and install surface seal 38 LF $55 6 Drill borehole below 16 -inch surface casing 962 LF $96 7 Geophysical logging 1 LS $3,400 8 Furnish and install 2 -inch Schedule 80 PVC casing 4000 LF $5 9 Furnish and install 2 -inch Schedule 80 PVC slotted well screen 300 LF $6 10 Furnish and install sand filter pack 500 LF $48 11 Furnish and install well seals 500 LF $44 12 Well development 40 HR $240 13 Rig Tim 2 HR $350 ravel expenses, n appimame, wni pe paid at no more than the City of Meridian's Travel and Expense Reimbursement Policy. WELL 29 TEST WELL - CONSTRUCTION page 11 of 11 Project 10461 Date: 7/23/2014 Fund: 60 Departmen Construction: x Project Name: Project Manager: Brent Blake Contractor/Consultant/Design Engineer: Budget Available (Attach Report): CITY OF MERIDIAN CONTRACT/AGENDA REQUEST CHECKLIST REQUESTING DEPARTMENT Public Works 3490 GL Account: 96129 Project # PSA: Task Order: Well 29 Test Well - Construction Department Representative: SFP Water Engineering Yes Contract Amount: $195,332.00 n/a 10461 Will the project cross fiscal years? Yes x No Budget Information: FY Budget: 14/15 Enhancement#: 21 -Sep Grant#: Other: Type of Grant: CONTRACT CHECKLIST 771 BASIS OF AWARD Low Bidder x Highest Rated Master Agreement (Bid Results Attached) x (Ratings Attached) (Category) Typical Award Yes X No If no please state circumstances and conclusion: Only one bid received. 10 Day Waiting Period Complete: August 17, 2014 Date Award Posted: PW License # C-11115 Current? (attach print out) yes Corporation Status (Attach Print Out): Goodstanding Insurance Certificates Received (Date): September 9, 2014 Rating: Payment and Performance Bonds Received (Date): September 9, 2014 Rating: Builders Risk Ins, Req'd: Yes No x If yes, has policy been purchased? Date Submitted to Clerk for Agenda: Approved by Council Issue Purchase Order No, Date Issued: WH5 submitted Issue Notice of Award: Date: NTP Date: a Correct Category? A City Of Meridian Detailed Statement of Revenues and Expenditures - Rev and Exp Report - Keith - Unposted Transactions Included In Report 3490 - Water Construction Projects 60 - Enterprise Fund From 10/1/2013 Through 9/30/2014 Percent of Budget with Current Year Budget Budget Amendments Actual Remaining Remaining Date: 9/9/14 11:20:33 AM Page: 1 Capital Outlay 96129 Well 29 construction 210,000.00 0.00 210,000.00 100.00% 0000 NON -DEPARTMENTAL 0.00 (300.00) 300.00 0.001-. 10461 Well 29 0.00 745.80 (745.80) 0.001-. 10461.D Well 29 Test and 0.00 78,904.75 (78,904.75) 0.00% Production Well Design Total Capital Outlay 210,000.00 79,350.55 130,649.45 62.21% TOTAL EXPENDITURES 210,000.00 79,350.55 130,649.45 62.21% Date: 9/9/14 11:20:33 AM Page: 1 ti T 1— z D O Q m sgng I 1. r V d CL A 00 00 0 0 0 0 N N 69 603, 69 6A CO ® O O O O d i ® O O O P Cl N N N N N C O J ER 69 69 69 69 69 69 69 69 69 H6 69 69 69 69 69 69 69 609- 69 69 69 69 69 69 69 60 6A H9 60 # 4k O M i9 E O c y v d CL O tM E C C M O C W 64 69 E9 69 !!T 69 44 UT V? 69 EA 60 69 6A Ui V> FA 69 EH 40,61), 69 69 69 44 61T U? to, 69 V? 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Inc. $5,609 BP 12 Drywall: Northwest Interiors, LLC $34,6002 ` BP 13 Flooring & Tile: Town & Country Flooring $5,773 BP17 Plumbing: Inselman Plumbing $74,007 BP19 Electrical: Energy Enterprise Group $129,139 MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS To: Jaycee L. Holman, City Clerk, From: Keith Watts, Purchasing Manager David Allison, Jacy Jones Date: 9/11/14 Re: September 16 City Council Meeting Agenda Item The Purchasing Department respectfully requests that the following items be placed on the September W' City Council Consent Agenda. Approval of Award of Bids and Agreements for "WWTP Maintenance Facility Buildings - Construction" to multiple contractors (Bid Packages 2, 3, 4, 5, 6, 10, 11, 12, 13, 17 & 19) per the following schedule for a Not -To -Exceed total amount of $927,652.00. These awards are the result of the Formal IFB issued by Beniton Construction and opened August 26th. Forty bids were received for the 11 different bid packages above. BP2 Sitework: Tuffy Excavation $133,164 BP3 Landscaping & Irrigation: Lawn Co Maintenance $6,995 BP4 Concrete: Herculean Concrete $94,300 BP5 Masonry: Slattery Mitchell, Inc. $182,600 BP6 Steel: Rule Steel Tanks, Inc. $222,000 BP10 Overhead Doors: Overhead Door, Inc. $39,465 BP11 Storefronts: D&A Glass Co. Inc. $5,609 BP12 Drywall: Northwest Interiors, LLC $34,600 BP13 Flooring & Tile: Town & Country Flooring $5,773 BP17 Plumbing: Inselman Plumbing $74,007 BP19 Electrical: Energy Enterprise Group $129,139 Recommended Council Action: Approval of Award of 11 Bids and the corresponding Agreements to the low bidders for an overall total Not -To - Exceed amount of $927,652.00. Thank you for your consideration. Page 1 G 0 Z U o C 0 e m 't Ci Z7 - 0 co V. V. 0 V, J. 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X. h m 'C 3m r° '• '• O) 'at t0 '. O T 00 N m M I.- N co O l0 f0 O N O O h ice. co O O O n .' mY. N o W '7 W f00 c- r M t0 00 I- O) �O r 1� M co m N t� tO V N V m 1- M O O co m f- N O r m N N r N W M m V Lo r r sY r m M V m )O t0 r N C) V <O O M M r W MM co co V N N N co co N m 69 Vt .'.' 69 H3 ': !9 fA fA M (!� fA fA fA 63 '.'. 69 to .' Vi 69 fA E9 EA .' t9 f9 fA '.'. b9 fA 'O M W M 49 fR s9 N +H +9 XI K X I x. x X x X X X X X X -1 1 X X X X x X X X x X x x X X I I y Y J Xx :x x x x x x x x I x x x x x x x x X x x. x x x x x x x x a X X X X X x X X X X X x x X X X X X X X X X .1 1 X X X X X -N a yy Ncn cn G N lQ o O V) U Z y > O y 1- 'C LL 'v d U m O. �_ 2 o c N •� c y 3 c W otl m ` w w m w iJ a . c c o O c c m ° o 'p o a a _ (p _ LA m d O o O i (, N y E O M O C d N C O c N C "' y E E U .c D �_ 9 cl O O N co C m N (0 O A d O C u) = > > N L N O O 0 'O N > W O. U N T a a s m .+ C A l0 O c U N W r O _ f ` O _ u) G ) O d: N c. :c 'E E o r o u) E ry A R o E E c o.O. U m _ ` d A a E d i @ (L o d o 0 o 03) o d A. a V o -100 •io o` Q� d o a y 'm m m 0¢ m 0 v m a v v m z a v S z N m _3. m¢ v¢ z v _m :.snI to z s m E m a v 0 Z p U U m m or c a` ra o o tO C 01 N 3F O C y 9(A � m O H d d U ^ VM' O 00) r C y N IL O (4 69 6) 64 Vi (H C C O O N O) 00 0) j J t� N OIL d 0 IL O L V) (» to vs (» (» as t Ol ti (p N ik N d d 0 69 � Im C (O N d LL d O tR d V1 o (O 0) 04 oND m O 0) N N 3m. � O � J 0 LO LO v m rn m� n m .' :C') 't 00 N.:N f(D0 r n W V> w M 0 .' 69 (A M 69 w r � a n r (9 Vi 69 m o` x x x x x x x x x m 3 " K J X X X x X X X X X 9 'O Q X X X X X X X X X C to V a tp " 00 .�2 -i 0 > = = N U W C 'N N N _ W 4'$ 4)O m W c 2 m W W d o W 06 rh i. U a J ,r)' S /I *....AIA Document A132'm- 2009 Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In words, indicate day, month andyear.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Tuffy Excavation has added necessary information 4028 Banner Street and where the author has added to or Boise, ID 83709 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop 3401 N. Ten Mile Road This document is intended to be used Meridian, ID 83642 in conjunction with AIA Documents A232TM-2009, General Conditions of The Construction Manager: the Contract for Construction, (Name, legal status, address and other information) Construction Manager as Adviser Edition; B132TM-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc, and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal staters, address and other information) AIA Document A232TM-2009 is CTA, Inc. adopted in this document by 800 West Main Street, Suite 800 reference. Do not use with other Boise, ID 83702 general conditions unless this document is modified. The Owner and Contractor agree as follows. Compensation for this contract is scheduled to be paid from two different fiscal years, FY14 and FY15 (October to September). Currently $15,000 has been budgeted for this year (FY14). Contractor must NOT complete work that exceeds $15,000.00 prior to October 1, 2014. It is the contractor's responsibility to schedule all work and to adhere to the anticipated schedule. The remainder of the agreement ($118,164.00) is anticipated to be approved by City Council in the FYI budget. Typically Council sets the budget in the 4`h week of August. AIA Document A132Thl - 2009 /formerly A101 T'"CMa -1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the latae This document was produced by AIA software at 10:57:10 on 09/08/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (846018127) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #02: Sitework — Provide all labor, materials, tools and equipment necessary to complete the Sitework in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP #02. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs fi•o/n the date of this Agreement or, if applicable, state that the date 1t,ill be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document A132T'" — 2009 `rformerly A101 TM"CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA`' Document is protected by U.S, Copyright Law and International Treaties. unauthorized reproduction or distribution of this AIA" Cocurnent, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the nraxsmurn extent possible under t the law. This document was produced by AIA software at 10:57:10 on 09/08/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (846018127) § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work) Per Exhibit "C" Portion of the Work Substantial Completion Date BP #02: Sitework March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to faiha•e to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate box.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 below. Based on the selection above, also complete either Section 5.1.4, 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be One Hundred Thirty Three Thousand One Hundred Sixty Four and No/100 Dollars ($ 133,164.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) N/A § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantity limitations, if any, to which the unit price will be applicable.) Item N/A Units and Limitations Price per Unit ($0.00) § 4.2,4 Allowances included in the Stipulated Sum, if any: (Identify allowance and state exclusions, if any, from the allowance price.) AIA Document A132Tm — 2009 `rformerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AW Document is protected by U.S. Copyright Law and International Treatises. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 10:57:10 on 09/08/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (846018127) Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or• local laws may require payment within a certain period of tine.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); AIA Document A132Tm — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 10:57:10 on 09/08/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (846018127) .3 Subtract the aggregate of previous payments made by the Owner; and .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232 2009, the method of binding dispute resolution shall be as follows: AIA Document A132TM — 2009 `rformerly A101 TMCMa — 1992). Copyright ©1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. VVARNING. This AIA`' Document is protected by U.S. Copyright Law and International Treaties. unauthorized reproduction or distribution of 5 this AEA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 10:57:10 on 09/08/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (846018127) (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resohrtion below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent fzn•isdiction.) [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Spec) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest fi•om the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Name, address and other information) Tuffy Excavation Ron Miller 4028 Banner Street Boise, ID 83709 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. AIA Document A132TM — 2009 formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIADocument is protected by U.S. Copyright Law and International Treaties. unauthorized reproduction or distribution of this AIA`' Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 10:57:10 on 09/08/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (846018127) § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. I§ 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents which are intended to form part of the Contract Documents. AIA Document A232-2009 provides that bidding requirements such as ach,ertisenrent or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A232-2009. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 ofAIA Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment & Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132TIl —2009 formerly A101 TMCMa — 1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AIA Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA") Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 10:57:10 on 09/08/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. User Notes: (846018127) This Agreement is entered into as of the day and year first written above. 0 WNIR -(7Si goi (Printed nank and title) CONTRACTOR (Signature) XPAJ Mte-e-,6-A- — A--i-oA- (Printed name and title) AIA Document Al 32 Thl - 2009 (formerly A101 T11 CMa— 1992). Copyright@ 1976, 1980, 1992 and 2009 by The American Institute of Architects. All rights InIt. reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:57:10 on 09/08/2014 under Order No.56379072291 which expires on 01/06/2015, and is not for resale. User Notes: (846018127) Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility 1:] 1-91-911 1, R11111 I Z &-It Invitationto Bid ............................................. ............................................. ................... 1-1 Noticeto Bidders ... ................................................. ...................................................... 1-4 AIA A701 Instructions to Bidders...................................................................................1-6 Supplemental Instructions to Bidders...........................................................................1-4 PRICE AND PAYMENT PROCEDURES.............................................................1-4 BidForm Table of Contents.............................................................. ............................ 1-1 BidForms...................................................................................................................1-40 ProjectSchedule..........................................................................................................1-3 SUBMITTAL PROCEDURES...............................................................................1-2 AIA A132 Standard Form of Agreement Between Owner and Contractor .....................1-8 014200 Supplement to Agreement............................................................................................1-2 AIA A232 General Conditions of the Contract .................... ......................................... 1-43 Supplementary Conditions............................................................................................1-5 015000 Exhibit I — Insurance Requirements ............................... .............................................. 1-1 Contractor's Affidavit Concerning Taxes ............................................ ........................... 1-1 Public Works Contract Tax Report (WH -5) ............................................ ....................... 1-2 SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK ............................................. ........................................... 1-2 012300 ALTERNATES.....................................................................................................1-1 012900 PRICE AND PAYMENT PROCEDURES.............................................................1-4 013100 PROJECT MANAGEMENT AND COORDINATION.............................................1-4 013300 SUBMITTAL PROCEDURES...............................................................................1-2 014200 REFERENCES....................................................................................................1-4 014500 QUALITY CONTROL...........................................................................................1-4 015000 TEMPORARY FACILITIES AND CONTROLS.....................................................1-9 016000 PRODUCT REQUIREMENTS.............................................................................1-2 FORM SUBSTITUTION REQUEST FORM.....................................................................1-1 017300 EXECUTION .......................................... .............................................................. 1-6 017320 CUTTING AND PATCHING.................................................................................1-3 017700 CLOSEOUT PROCEDURES...............................................................................1-6 024116 STRUCTURE DEMOLITION .................. .............................................................. 1-5 DIVISION 03 — CONCRETE 033000 CAST -IN-PLACE CONCRETE ............................. .................................. ............ 1-12 033543 POLISHED CONCRETE FINISHING .................................................. ................. 1-2 DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY ........................ ................................................. .1-13 TABLE OF CONTENTS 1 Meridian Wastewater Treatment Plant (MW WTP) Maintenance Facility 051200 STRUCTURAL STEEL FRAMING ............................................. 052100 STEEL JOIST FRAMING........................................................... 053100 STEEL DECKING...................................................................... 054000 COLD -FORMED METAL FRAMING .......................................... 055000 METAL FABRICATIONS........................................................... 055119 METAL GRATING STAIRS........................................................ 055213 PIPE AND TUBE RAILINGS...................................................... DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY ........................ 5/14 .... ............... ...1-6 ......................1-4 ............ .......... 1-5 .............. ........ 1-8 ...................... 1-6 ......................1-4 ......................1-5 ...................... 1-2 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING...........................................................................1-3 072100 THERMAL INSULATION.....................................................................................1-4 074113.16 STANDING -SEAM METAL ROOF PANELS........................................................1-7 074213.53 METAL SOFFIT PANELS....................................................................................1-5 077253 SNOW GUARDS.................................................................................................1-2 079200 JOINT SEALANTS ................................................... ............................................ 1-7 xlvlgf• • 081113 HOLLOW METAL DOORS AND FRAMES ......................................... ............ ..... 1-7 083113 ACCESS DOORS AND FRAMES ......................................... ................. .............. 1-3 083323 OVERHEAD COILING DOORS ..................................................... ...................... 1-6 086200 UNIT SKYLIGHTS...............................................................................................1-3 087111 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION)..................................1-12 088000 GLAZING.............................................................................................................1-7 DIVISION 09 - FINISHES 092216 NON-STRUCTURAL METAL FRAMING ......................... ..................................... 1-5 092900 GYPSUM BOARD...............................................................................................1-3 093013 SF CERAMIC TILING.................................................................................1-7 095123 ACOUSTICAL TILE CEILINGS ........................................ .................................... 1-3 096513 RESILIENT BASE AND ACCESSORIES.............................................................1-3 099113 EXTERIOR PAINTING.........................................................................................1-3 099123 INTERIOR PAINTING..........................................................................................1-4 DIVISION 10 - SPECIALTIES 102600 WALL AND DOOR PROTECTION.......................................................................1-2 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES ..................................... .......... 1-3 104416 FIRE EXTINGUISHERS ......... ............................................................................. 1-3 105113 METAL LOCKERS...............................................................................................1-5 DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS ...................... ................................. ................. 1-3 123623.13 PLASTIC -LAMINATE -CLAD COUNTERTOPS ............................................. ....... 1-4 TABLE OF CONTENTS 2 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 — SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED DIVISION 15 — 21 (NOT USED) 221113 FACILITY WATER DISTRIBUTION PIPING........................................................1-7 221116 DOMESTIC WATER PIPING...............................................................................1-7 221119 DOMESTIC WATER PIPING SPECIALTIES.......................................................1-8 221123 DOMESTIC WATER PUMPS..............................................................................1-4 1-4 221313 FACILITY SANITARY SEWERS .... ...................................................................... 1-5 221316 SANITARY WASTE AND VENT PIPING .............................................. ............. 1-16 221319 SANITARY WASTE PIPING SPECIALTIES........................................................1-8 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING ....................................... .... 1-10 221519 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 223400 FUEL -FIRED DOMESTIC WATER HEATERS.....................................................1-7 224000 PLUMBING FIXTURES.....................................................................................1-11 224500 EMERGENCY PLUMBING FIXTURES................................................................1-5 224700 DRINKING FOUNTAINS AND WATER COOLERS............................................1-5 DIVISION 23 — HVAC 230500 COMMON WORK RESULTS FOR PLUMBING AND HVAC ........... ................... 1-11 230523 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING ......................1-5 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC..........................................1-6 230553 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC.....................................1-5 230700 HVAC INSULATION............................................................................................1-9 231123 FACILITY NATURAL-GAS PIPING....................................................................1-17 233113 METAL DUCTS............................................................... .................................. 1-13 233300 AIR DUCT ACCESSORIES...............................................................................1-10 233423 HVAC POWER VENTILATORS...........................................................................1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 233813 COMMERCIAL -KITCHEN HOODS......................................................................1-5 234100 PARTICULATE AIR FILTRATION........................................................................1-2 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 235400 FURNACES.........................................................................................................1-6 235533 FUEL -FIRED UNIT HEATERS.............................................................................1-4 236200 PACKAGED COMPRESSOR AND CONDENSER UNITS...................................1-4 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR UNITS................................................................................................................. 1-9 TABLE OF CONTENTS 3 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION DIVISION•" 11VISION 26 — ELECT94G41 260500 COMMON WORK RESULTS FOR ELECTRICAL ......................................... ...... 1-5 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 1-3 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS ......................... ...................... 1-6 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH STUDY................................................................................................................1-7 262200 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 262726 WIRING DEVICES .............................................. ................................................. 1-5 262813 FUSES................................................................................................................1-3 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS .................... ..................... 1-5 262913 ENCLOSED CONTROLLERS.............................................................................1-5 265100 INTERIOR LIGHTING..........................................................................................1-8 DIVISION 27 — COMMUNICATIONS 270500 COMMON WORK RESULTS FOR COMMUNICATIONS....................................1-4 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS........................................1-5 271300 COMMUNICATIONS BACKBONE CABLING., .................................................... 1-8 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY.....1-4 283100 FIRE DETECTION AND ALARM.......................................................................1-11 DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK 311000 SITE CLEARING ............ ........... ................................................................... ....... 1-4 312000 EARTH MOVING.................................................................................................1-8 312319 DEWATERING....................................................................................................1-2 DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING ............................... 321313 CONCRETE PAVING ........................... DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING ADDENDUM NO. 1, dated 7/31/14., ............ ................................. ..................... 1-5 . ..................... ................................ 1-5 .........................................................1-6 ............................................... 1-17 TABLE OF CONTENTS 4 WWTP Maintenance Facility 3401 N. Ten Mile, Meridian, ID 83640� Exhibit CONSTRUCTION DRAWINGS SHEET# DESCRIPTION DATED A100 A100 - Wall and Horizontal Assembly Details 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - Building Sections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 A501 - Finish Plan 07/18/2014 A601 A601 - Door and Window Schedules and Details 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 C1-101 Site Demolition Plan 07/18/2014 C3-101 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Lighting Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Legends 07/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarged Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Compliance 7/18/2014 P001 P001 - Plumbing Schedules and Legends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 IS203 - Roof Framing Details 7/18/2014 S301 IS301 - Building Sections 7/18/2014 U U) U O U I U X w +U+ C N O Q E LL >ril ryc 2m a) 0 5: 1z E---- ---------- O --- --------------------------------- M M a; --- N N v N 10 a L6 Fw- c u G) O-- c �S m ' tS Y$ rti ` a a ro a Q a) " i$ N a)� O Q to m N Q---------a---------,tj c 0 - --- -- 7 ° ` 0 t5 - o; O 0 o g M O a) r U ro c - ro 0 .c cq o 0"^ N IJ N._----_, ® ® m; c, az m 05 3 - ___--, a E --__. __ �__-- 0 .c 5 O1•�v ------1 -------U7-----55- MMO 0 N 0 O O J. 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U) EL a) m EL (,) = Z5 o sn c) > c m ca a) E U) c) M o Of 0 c: p a) =5 m r 1 (1) '15 w 2 U- c4, a) a) CL E cL M LE5 -E- E v) cy) b od = (a (n a) a) 0) tii zz o .2) u) c, a LL IL _j z 0 nf L) a E Llo) 0. > ca ":W O N o o 5) w 8 o o o N cy) o o) o c) o Lo O N (6 O Cl o o N Lo N �c3 M't N 04 r m c) s Z� z L2 T LT a) ca co E DO co , co co co ca ca -x 12 a ca w LL LoO o < Qi W U) o" -Q) -9 LL co o E m iL6 , • u) a) of E o b : -S o c =a) 2 0 0 0 rca m : a) m 03 oi- z: U) 0, 0 , U) o CD LO W m 0 w m m M Co Co M M �m M M C\J NN Cq : 04 �N Cq C\l 0 0 0 0 0 o CL In 0 >1 C E 0 C'0 0 C:, 0 0 0 0 Cl) 0 N 0 w Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CG0001 (10/01) or Equivalent) • $2,000,000 General Aggregate • $2,000,000 Products/Completed Operations Aggregate • $1,000,000 Each Occurrence • $1,000,000 Personal Injury and Advertising Injury • $ 100,000 Fire Damage Liability • $ 5,000 Medical Expenses — Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability • $1,000,000 Each Occurrence Worker's Compensation and_Emplovers Liabilitv Insurance • Statutory Limits • Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability • $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Proiect Completion • $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR • $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. ACC>RDr CERTIFICATELIABILITYINSURANCEDATE(MMIDDNYYY) ,THE INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(los) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Producer's name and address PHONE FAX A1C NoV: E-MAIL ADDRESS: INSURERIS) AFFORDING COVERAGE NAIC is Original Signature INSURER A: ISSUin cOnipany-AN) BEST f1-VtI,Of Better_� INSURER 0: _ - INSURED X INSURER C : �' Subcontractor name and address INSURER D; INSURER E ; _ -- s 1 0 QQQ CLAIMS -MADE �X� OCCUR INSURER F: V V V r -MA Ur-,") UIMH I IFIGATF PJIIMF3FR oc�narnsr.a�� rsao�n- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEOiABDVE FORPOLICY PERIOD ,THE INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN is SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ___.,--'IADDL SUBR -�-----�— LTR TYPE OF INSURANCE I POLICY NUMBER POLICY EFFi POLICY EXP MWQQNYYY M AIY1'YYI LIMITS GENERAL LIABILITY Meridian, ID 83680 Original Signature EACH OCCURRENCE $ 1,000 OOO X COMMERCIAL GENERAL LIABILITY �' ' 6AMACE i23 RERTEi) PREk1IS Ea occu rents _ -- s 1 0 QQQ CLAIMS -MADE �X� OCCUR I MEAEXP (Any one person) 5 10,000 Current policy # 09/01/2011 ' 09/01/2012 PERSONAL &ADV INJURY _. ._._.____ $1"000,00 _ GENERAL AGGREGATE s 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRO-- e PRODUCTS-- AGO _eeM __MP/OP __... 5 2,000 OOOm -, } POLICY X I JEQT LOC A s AUTOMOBILE LIABILITY `,' IS I LI �. Ea acGdant $ 1.000,000 X ANY AUTO BODILY INJURY (Per person) S ALL OWNED SCHEDULED - BODILY INJURY (Per accident) S . AUTOS AUTOS� NON -OWNED O%nT6nt policy # 09/01/2011 09/01/2012q PROPERTY dAMAGE Per accident -- HIRED AUTOS AUTOS S $ i X UMBRELLA LIAR X OCCUR [ I� � EACH OCCURRENCE $ 1,000,000__ EXCESS LIAB CLAIMS -MADE' ' ] Current polidy, , 09/01/2011 09/01/2012 AGGREGATE S 1,000,000 DED RETENTION$ S WORKERS COMPENSATION STATU- OTH- X AND EMPLOYERS' LIABILITY Y t N[ ANY PROPRIETORIPARTNERJEXECUTIVE z = L RY LIFdt7 OFFICE/MEMBER EXCLUDED? NIA .Current pollCy 09/01/2011 09/01/2012 E.L. EACH ACCIDENT ___ $. — ,.._ _ 1,000,QQO. --- E.L. DISEASE - EA EMPLOYE -._-----....._ r ..�.._---a..,�rt (Mandatory (Mandatory in NH) If yes, dose ibe under , ' ` " ' \ S 1 000 000 -_ E.L_ DISEASE - POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS ILOCATTONS I VEHICLES,",JA4aeh ACORD 101, Additional Remarks Schedule, It more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction are listed as Additional Insured per the Commercial General Liability coverage on a primary and non-contributory basis regarding above project provided by form CG2010 10/01 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction Company, Inc. and owner (except WC). �ea:utaLasuasa�i�na: raaara��« . U 1988-2010 ACORD CORPORATION, All rights reserved, ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Beniton Construction Company, Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, P.O. Box 838 AUTHORIZED REPRESENTATIVE Meridian, ID 83680 Original Signature U 1988-2010 ACORD CORPORATION, All rights reserved, ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD };r,t � Mn-AIA'Docu m ent Al 32"m - 2009 Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In words, indicate day, month and yeah.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Natne, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Lawn Company Maintenance has added necessary information 2581 Wildwood Street and where the author has added to or Boise, ID 83713 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop 3401 N. Ten Mile Road This document is intended to be used Meridian, ID 83642 in conjunction with AIA Documents A232Tm-2009, General Conditions of The Construction Manager: the Contract for Construction, Construction Manager as Adviser (Name, legal status, address and other information) Edition; B132TM-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc. and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal status, address and other information) AIA Document A232TM-2009 is CTA, Inc. adopted in this document by 800 West Main Street, Suite 800 reference. Do not use with other Boise, ID 83702 general conditions unless this document is modified. The Owner and Contractor agree as follows. AIA Document A132TM — 2009formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA"' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the lave. This document was produced by AIA software at 13:06:21 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (842086498) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #03: Landscaping & Irrigation — Provide all labor, materials, tools and equipment necessary to complete the Landscaping & Irrigation in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP #03. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply, Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of connnencement, if it differsftonl the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document A132TM — 2009 formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AEA Document is protected by U.S, Copyright Law and international Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:06:21 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (842086498) § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert nuinber of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) I Per Exhibit "C Portion of the Work Substantial Completion Date BP #03: Landscaping & Irrigation March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on time of -for bonus payments for early completion of the Work.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate box.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ) Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 below. Based on the selection above, also complete either Section 5.1.4, 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be Six Thousand Nine Hundred Ninety Five and No/100 Dollars ($ 6,995.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the mnubers or other- identification of accepted alternates. If the bidding or~ proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date ivhen that amount expires.) I N/A § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantic) limitations, if any, to which the unit price will be applicable.) Item N/A Units and Limitations Price per Unit ($0.00) § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allowance and state exclusions, if any, from the allowance price.) Init. AIA Document A932TIA — 2009 (formerly A101TA0CMa — 1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:06:21 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (842086498) Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or local laws may require payment within a certain period of time.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AIA Document A132Tm — 2009 formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treatises. Unardhor"szed reproduction or distribution of 4 this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:06:21 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (842086498) .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: 1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resultingfrorn the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims wi11 be resolved by litigation in a court of competent fttrisdiction.) AIA Document A132TM — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AIA Document Is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of 5 this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:06:21 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (842086498) [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agt•eed upon, if any.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Name, address and other information) Lawn Company Maintenance Thad Cork 2581 Wildwood Street Boise, ID 83713 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document All 32T'" — 2009 formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init, reserved. WARNING: This AEA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA°' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:06:21 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (842086498) § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents lvhich are intended to form part of the Contract Documents. AIA Docrmrent A232-2009 provides that bidding requirerrrents such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A232-2009. (State bonding requirements, if any, and limits of liability) for insurance required in Article 11 of AIA Docinnent A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment & Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132TIl —2009 formerly Al 01 T"'CMa — 1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights blit. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of 7 this Al A" Doe;ument, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible sander t the law. This document was produced by AIA software at 13:06:21 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (842086498) This Agreement is entered into as of the day and year first writ —OVVNE R-7 ture) (Printed = title) (Printed i4rthqlland title) AIA Document Al 32 TM — 2009 formerly A101 TMCMa —1992). Copyright C 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Alk' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13:06:21 on 08/29/2014 under Order No.56379072291 which expires on 01/06/2015, and is not for resale. User Notes: (842086498) Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility Invitationto Bid .............................................. ............................. .................................. 1-1 Noticeto Bidders ............................................... ...................................................... ..... 1-4 AIA A701 Instructions to Bidders .............................................. ..................................... 1-6 Supplemental Instructions to Bidders ................................ ........................................... 1-4 Bid Form Table of Contents..........................................................................................1-1 BidForms...................................................................................................................1-40 ProjectSchedule....................................................... --- ............................................. 1-3 AIA A132 Standard Form of Agreement Between Owner and Contractor .....................1-8 Supplement to Agreement............................................................................................1-2 AIA A232 General Conditions of the Contract ............ ................................................. 1-43 SupplementaryConditions............................................................................................1-5 Exhibit I — Insurance Requirements.............................................................................1-1 Contractor's Affidavit Concerning Taxes.......................................................................1-1 Public Works Contract Tax Report (WH-5)...................................................................1-2 DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK .................... .................................................................... 1-2 012300 ALTERNATES ..... .................... ............................................................................ 1-1 012900 PRICE AND PAYMENT PROCEDURES.............................................................1-4 013100 PROJECT MANAGEMENT AND COORDINATION.............................................1-4 013300 SUBMITTAL PROCEDURES...............................................................................1-2 014200 REFERENCES....................................................................................................1-4 014500 QUALITY CONTROL...........................................................................................1-4 015000 TEMPORARY FACILITIES AND CONTROLS.....................................................1-9 016000 PRODUCT REQUIREMENTS.............................................................................1-2 FORM SUBSTITUTION REQUEST FORM.....................................................................1-1 017300 EXECUTION........................................................................................................1-6 017320 CUTTING AND PATCHING .................... ............................................................. 1-3 017700 CLOSEOUT PROCEDURES...............................................................................1-6 DIVISION 02 — EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION .......................... DIVISION 03 — CONCRETE 033000 CAST -IN-PLACE CONCRETE ..................... 033543 POLISHED CONCRETE FINISHING ........... DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY ..................... ................................................1 -5 ................... ..................... ...... 1-12 ......................................... ....... 1-2 ............. .......................... 1-13 TABLE OF CONTENTS 1 Meridian Wastewater Treatment Plant (MWWTP) Maintenance Facility DIVISION 05 — METALS 051200 STRUCTURAL STEEL FRAMING ....... 052100 STEEL JOIST FRAMING ..................... 053100 STEEL DECKING ................................ 054000 COLD -FORMED METAL FRAMING .... 055000 METAL FABRICATIONS ..................... 055119 METAL GRATING STAIRS .................. 055213 PIPE AND TUBE RAILINGS ................ 5/14 ........................................... ................... 1-6 ..............................................................1-4 ................. ...................... ....................... 1-5 ... ........................................................... 1-8 ......................... ................. .................... 1-6 ..............................................................1-4 ................................................ .............. 1-5 DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY ........... ....................... ....................... 1-2 DIVISION 07 — THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING ........................... 072100 THERMAL INSULATION... ........................ ........ 074113.16 STANDING -SEAM METAL ROOF PANELS........ 074213.53 METAL SOFFIT PANELS... ................................. 077253 SNOW GUARDS ................................................. 079200 JOINT SEALANTS ............................................... lei I, 9114MOIN-► I I ► W, .............. ..................... ......... 1-3 .... ........................................ 1 -4 ............................................1 -7 ............................................1-5 .... ........................................ 1-2 ............................................1-7 081113 HOLLOW METAL DOORS AND FRAMES..........................................................1-7 083113 ACCESS DOORS AND FRAMES........................................................................1-3 083323 OVERHEAD COILING DOORS ................................................... ........................ 1-6 086200 UNIT SKYLIGHTS ................. .............................................................................. 1-3 087111 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION)..................................1-12 088000 GLAZING.............................................................................................................1-7 7 •6. �,' 092216 NON-STRUCTURAL METAL FRAMING..............................................................1-5 092900 GYPSUM BOARD .................... ............................................................ ............... 1-3 093013 SF CERAMIC TILING ....... ...................................... ............................... .....1-7 095123 ACOUSTICAL TILE CEILINGS............................................................................1-3 096513 RESILIENT BASE AND ACCESSORIES ...... ....................................................... 1-3 099113 EXTERIOR PAINTING.........................................................................................1-3 099123 INTERIOR PAINTING..........................................................................................1-4 DIVISION 10 —SPECIALTIES 102600 WALL AND DOOR PROTECTION.......................................................................1-2 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES ................... ............................ 1-3 104416 FIRE EXTINGUISHERS......................................................................................1-3 105113 METAL LOCKERS...............................................................................................1-5 DIVISION 11 — EQUIPMENT NOT USED DIVISION 12 — FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS ................................................... ..................... 1-3 123623.13 PLASTIC -LAMINATE -CLAD COUNTERTOPS....................................................1-4 TABLE OF CONTENTS 2 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING EQUIPMENT NOT USED a•7RN1i �I�+�la 221113 FACILITY WATER DISTRIBUTION PIPING ................ ............ ............. ............... 1-7 221116 DOMESTIC WATER PIPING...............................................................................1-7 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING ......................1-5 221119 DOMESTIC WATER PIPING SPECIALTIES ............................................... ........ 1-8 221123 DOMESTIC WATER PUMPS..............................................................................1-4 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 221313 FACILITY SANITARY SEWERS..........................................................................1-5 TESTING, ADJUSTING, AND BALANCING FOR HVAC.....................................1-5 221316 SANITARY WASTE AND VENT PIPING...........................................................1-16 HVAC INSULATION............................................................................................1-9 221319 SANITARY WASTE PIPING SPECIALTIES........................................................1-8 FACILITY NATURAL-GAS PIPING .................................... ................................ 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING .................................... ....... 1-10 221519 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 223400 FUEL -FIRED DOMESTIC WATER HEATERS.....................................................1-7 HVAC POWER VENTILATORS .............................................. ............................. 224000 PLUMBING FIXTURES.....................................................................................1-11 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 224500 EMERGENCY PLUMBING FIXTURES .................. .............................................. 1-5 224700 DRINKING FOUNTAINS AND WATER COOLERS............................................1-5 PARTICULATE AIR FILTRATION........................................................................1-2 230500 COMMON WORK RESULTS FOR PLUMBING AND HVAC ....... ....................... 1-11 230523 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING ......................1-5 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC ................................... ....... 1-6 230553 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC.....................................1-5 230700 HVAC INSULATION............................................................................................1-9 231123 FACILITY NATURAL-GAS PIPING .................................... ................................ 1-17 233113 METAL DUCTS.................................................................................................1-13 233300 AIR DUCT ACCESSORIES ..................... .......................................................... 1-10 233423 HVAC POWER VENTILATORS .............................................. ............................. 1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 233813 COMMERCIAL -KITCHEN HOODS......................................................................1-5 234100 PARTICULATE AIR FILTRATION........................................................................1-2 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 235400 FURNACES.........................................................................................................1-6 235533 FUEL -FIRED UNIT HEATERS.............................................................................1-4 236200 PACKAGED COMPRESSOR AND CONDENSER UNITS...................................1-4 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR UNITS................................................................................................................. 1-9 TABLE OF CONTENTS 3 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility r MU -111 260500 COMMON WORK RESULTS FOR ELECTRICAL ..................... ................... ....... 1-5 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 1-3 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS... ................... ......... 1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS...............................................1-6 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH STUDY.......................................................... ...................................................... 1-7 262200 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 262726 WIRING DEVICES...............................................................................................1-5 262813 FUSES................................................................................................................1-3 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS.........................................1-5 262913 ENCLOSED CONTROLLERS.............................................................................1-5 265100 INTERIOR LIGHTING..........................................................................................1-8 DIVISION 27 — COMMUNICATIONS 270500 COMMON WORK RESULTS FOR COMMUNICATIONS .......................... .......... 1-4 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS........................................1-5 271300 COMMUNICATIONS BACKBONE CABLING......................................................1-8 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY ..... 1-4 283100 FIRE DETECTION AND ALARM ................ ................... .................................... 1-11 DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK 311000 SITE CLEARING ................. ............................. ......................... .......................... 1-4 312000 EARTH MOVING ......... ............................. ........... .................................... ............ 1-8 312319 DEWATERING....................................................................................................1-2 DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING.... ........................... ................................................ ............. 1-5 321313 CONCRETE PAVING..........................................................................................1-5 DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING ........................ ......................................... 1-6 ADDENDUM NO. 1, dated 7/31/14........................................................................................... 1-17 TABLE OF CONTENTS 4 WWTP Maintenance Facility 3401 N. Ten Mile, Meridian, Exhibit "B" SHEET# A100 CONSTRUCTION DRAWINGS DESCRIPTION A100 - Wall and Horizontal Assembly Details DATED 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - Building Sections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 A501 - Finish Plan 07/18/2014 A601 A601 - Door and Window Schedules and Details 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 C1-101 Site Demolition Plan 07/18/2014 C3-101 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Lighting Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Legends 07/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 -Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarged Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Compliance 7/18/2014 P001 P001 - Plumbing Schedules and Legends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 S203 - Roof Framing Details 7/18/2014 S301 S301 - Building Sections 7/18/2014 0 .0 ----'o--E--------------------0------ --------------r---------- CJ -a=c z ------------------------- -_�--- ui ui o_ U ,n ` O_ O. 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I— m n 77 X 1 m 1-- m m0 m a a ❑ ❑ LL LL a aC?C?a 2� 0 0 0:N"M M! Mr m•-- M�-:r N m N O�NN O O ` M N o N O O Nr. P' - c- c7 !M M N v v v v v v v v v v v v Lo (n u) LO w u) LO N Lo� m (n L LO Lo Lo u N u� a a m m m.a) a a m mb.pGm h n:a mmmmmmm 0 .- mmLL rn CIO CU ' (D COa LL a) LL LL ) LL co (h 1� 1 r " r = r OD' o0 6N V W 00 O N O u) u7 o N L6 0 0 O 0 ;N cN N r'N N N N N N O - e - IN 04 .-. NN 0 0 0 o 0 0 0 0 0 0 0 0 0 -0 0'0:0'0 0 0 0 ':o o I o 0 0 0 0 0' O CO LO N N CO ' o (((O " t1) cf) 0O u) O O0 O) 00 M O u) u) c0 ".u) M N N N � c) O O I) '.. c) u) u7 L- " m 7 Fwl ❑ m C C((�� 7 0) FL a 0 0 m a) a I m Cn A` O O N CO IM m a' r, Tm, Y " a) 0 E' ❑ m 0 LL m m o w " 0� 30 E o U ami, U) O 0)'� 06 w V o O .' N N_ O M_ '.M 'M x W E m co LL CL g C nm. C7 a) c a) m 7 a) O s m'� r 7 :,0 m 0 C) p) O o E LL m m m m m E c CL T 0 > E N m •C C ❑ 06 miU 3 tb m 7 m m x i ,CL _5 U LL 0 o O; N N = m to N N m'm Im m .0 LL a) .9- < Q a) a7 7 cn C 0 LL .' U) l a m'E c:0 a Ei�a 7 � a m N N E !, m m E aa)) L m 0 E E 0 U ot5 a N a) O N LL a)laci m:F- b m n c �ojU'W U 0>< CIL U) s O cf) . O m (Y) : O N V7 ! O m;m'm t� U a7 m C LL m 7 ,o oa N v',a) a Z o � U Q N M O 04 c LL 7 A Q 7 F- { d5 ' C O m ) C L C N m m O V 0 G ❑ _ '..'� C of D 7 m v W LL c ' E O (D c I= E°c'3 3 LL m H X 0 0 0: 06 o 0 N O! O O) � N c N o 0 LL'•lu c 0 0 ' i I- O Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CG0001 (10/01) or Equivalent) ® $2,000,000 General Aggregate ® $2,000,000 Products/Completed Operations Aggregate ® $1,000,000 Each Occurrence ® $1,000,000 Personal Injury and Advertising Injury ® $ 100,000 Fire Damage Liability ® $ 5,000 Medical Expenses — Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability • $1,000,000 Each Occurrence Worker's Compensation and Emolovers Liabilitv Insurance ® Statutory Limits ® Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability • $1,000,000 ForArchitects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Project Completion ® $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR ® $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. ACC>REIr CERTIFICATE LIABILITY INSURANCE DATE(MWDD"W) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(los) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ilou of such endorsement(s). PRODUCER C NTACT NAME: Producer's name and address PHONE EMIL 19, L A1C No EMAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURER A Issuinci cBEST.A-VII or Better INSURER B: EACH OCCURRENCE INSURED INSURER C COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR Subcontractor name and address INSURER D; INSURER Ems_- bAMA�O'RFNTED PR MSE -LEa occu rencej _ $ 1 QQ,QQQ — - _ INSURER F: COVERAGES CERTIFICATE NUMAPP, occilr Asf A11I.A.— , THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FQR'THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -_..._ Abb SUSUER ..�-------- - _ LTR TYPE OF INSURANCE j POLICY NUMBER MM/ppY� i MM1Dp� ( T LIMITS GENERAL LIABILITY EACH OCCURRENCE X - COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR X X bAMA�O'RFNTED PR MSE -LEa occu rencej _ $ 1 QQ,QQQ — - . _MED EXP (Any onoporson) __ S 10 0000 Current policy # 09/01/2019 09101/2012 PERSONAL & ADV INJURY s 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRO- PRODUCTS - COMPIOP AGG e ....._ $ 2,QQ0 QOQ - _ 7 POLICY X LOC $ AUTOMOBILE LIABILITY r�.i� �. COMBINED SINGLE LIMIT - - X f f Ea acddent $ 1 000 000 BODILY INJURY (Per person) S ANY AUTO ALL OWNED SCHEDULED - AUTOS �n AUTOS NEO I I Current policy # 00/01/2011 09/01/2012 BODILY INJURY (Par accident) ) $ HIRED AUTOS AUTOS f PROPERTY DAMAGE Per acc dent $ S A X UMBRELLA X OCCUR I EACH OCCURRENCE $ 1,000,000 EXCESS L. CLAIMS-MADE' i�, I Current policy# 09/01/2011 09/01/2012 AGGREGATE s 1,000,000 DED RETENTION I $----- - - -- WORKERSCOMPENSATION X WC OTH- AND EMPLOYERS' LIABILITY Y / N LIM11 .TORY LIMIT- _ R ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICFIMEMBER EXCLUDED? ❑NIA! , , Current policy 09/01/2011 09/01/2012 E,L.EACHACCIDE:NT _ $ 1 QOO,000 _ _ E L DISEASE - EA EMPLOYE _ __�_..... ..__r _.. _ -._ _ (Mandatory in NH) I f yes, dosuibo under $ 1,ODO�Q00 __2 R TION NIS below E.L. DISEASE • POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS AJ66ATIONS I VEHICL.ESI'lf"ach WORD 101, Additional Remarks Schedule, It more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction are listed as Additional Insured per the Commercial General Liability coverage on a primary and non-contributory basis regarding above project provided by form CG2010 10/01 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction Company, Inc. and owner (except WC). Beniton Construction Company, Inc. P.O. Box 838 Meridian, ID 83680 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Original Signature V 1VUH-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD yr t 'Bay®AIA DocumentA132 TrA -2009 Emm Standard Form of Agreement Between Ownerand Contractor,Construction Manager as Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In lvords, indicate day, month and year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Herculean Concrete Systems, Inc. has added necessary information W. Rollins Street and where the author has added to or Boise, ID 83706 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop 3401 N. Ten Mile Road This document is intended to be used MeridianID 83642 in conjunction with AIA Documents A232TM-2009, General Conditions of The Construction Manager: the Contract for Construction, (Name, legal status, address and other- information) Construction Manager as Adviser Edition; B132T11-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc. and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Maine, legal status, address and other information) AIA Document A232TM-2009 is CTA, Inc, adopted in this document by 800 West Main Sheet, Suite 800 reference. Do not use with other Boise, ID 83702 general conditions unless this document is modified. The Owner and Contractor agree as follows. Init. AIA Document A132TIl - 2009 (formerly A101 T"'CMa -1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights reserved. VVAFcNING: This AIA' Document is protected by U.B. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to file maximum extent possible under / the law. This document was produced by AIA software at 13:07:40 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (930363246) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9, ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #04: Concrete — Provide all labor, materials, tools and equipment necessary to complete the Concrete in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP #04. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencenient, if it differs from the date of this Agreement or, if applicable, state that the date 1t,ill be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document A132TM — 2009formerly A101 TMCMa — 1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AIA`) Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:07:40 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (930363246) § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Inset -t number of calendar days. Alternatively, a calendar- date may be used when coon-dinated with the date of commencement. If appropriate, insert reguirernents for earlier Substantial Completion of certain portions of the Work.) Per Exhibit "C" Portion of the Work Substantial Completion Date BP #04: Concrete March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to faihure to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate box.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or- 4.4 below. Based on the selection above, also complete either Section 5.1.4 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be Ninety Four Thousand Three Hundred and No/100 Dollars$ 94 300.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other- identification of accepted alternates. If the bidding or- proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other - alternates showing the amount for each and the date when that amount expires.) N/A § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantic} limitations, if any, to which the unit price will be applicable.) Item N/A Units and Limitations Price per Unit ($0.00) § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allolt�ance and state exclusions, if any, fi-om the allowance price.) AIA Document A132TM — 2009 /formerly A101 T'"CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and international Treaties, unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the nnaximurn extent possible under t the law. This document was produced by AIA software at 13:07:40 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (930363246) Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or local laws pray require payment within a certain period of time.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AIA Document All 32T'" — 2009formerly All 01 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AIA`' Document is protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 4 this Ale Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law, This document was produced by AIA software at 13:07:40 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (930363246) .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resultingfi•om the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1,4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties nnitually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232 2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Conti -actor do not select a method of binding dispute resolution belox; or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a colmt of competentfn-isdiction.) AIA Document A132 TM — 2009 formerly A101 TMCMa — 1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA` Document is protected by rise Copyright Law and International Treaties, Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:07:40 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (930363246) [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Nafne, address and other information) Herculean Concrete Systems, Inc. Cam Echanis (e,J6 d$64 W. Rollins Street Boise, ID 83706 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A 132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document A132TM — 2009 Iformerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Inst. reserved. WARNING: This AM' Document is protected by U.B. Copyright Law and International Treatises. Unauthorized reproduction or distribution of 6 this AIA Docurnent, or any portion of it; may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible tinder t the law. This document was produced by AIA software at 13:07:40 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (930363246) § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or• refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drali,ings here or refer to an exhibit attached to this Agreement.) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents which are intended to form part of the Contract Documents. AIA DocumentA232-2009provides that bidding requirements such as advertisement or invitation to bid, Instruuctions to Bidders, sample forms and the Contractor's bid are not part of the Contract Docinnents unless enumerated in this Agreement They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A232-2009. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment & Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132T11— 2009 (formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA`' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AEA" Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:07:40 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (930363246) This Agreetis-entered--inas of the day and year first written above. OWNER (Sign r (Printed Name ohd title) CONTRACTOR (Signature) (Printed name and title) AIA Document Al 32TM — 2009 formerly A101TMCMa— 1992). Copyright@ 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13:07:40 on 08/29/2014 under Order No.56379072291 which expires on 01/06/2015, and is not for resale. User Notes: (930363246) Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility 1:1197711,[r]ili!6_1170Le3I[a] I, Invitationto Bid ................................... .......................................................................... 1-1 Noticeto Bidders ............................................... .................................................. ......... 1-4 AIA A701 Instructions to Bidders ......................... .......................................................... 1-6 Supplemental Instructions to Bidders...........................................................................1-4 Bid Form Table of Contents..........................................................................................1-1 BidForms ................................................ ................................................................... 1-40 ProjectSchedule......................................................... .......................... ....................... 1-3 AIA A132 Standard Form of Agreement Between Owner and Contractor .....................1-8 Supplement to Agreement............................................................................................1-2 AIA A232 General Conditions of the Contract ..................................... ........................ 1-43 Supplementary Conditions............................................................................................1-5 Exhibit I — Insurance Requirements.............................................................................1-1 Contractor's Affidavit Concerning Taxes .............. ......................................................... 1-1 Public Works Contract Tax Report (WH-5)...................................................................1-2 SPECIFICATIONS DIVISION 01 —GENERAL REQUIREMENTS 011000 SUMMARY OF WORK............................................................... 012300 ALTERNATES............................................................................ 012900 PRICE AND PAYMENT PROCEDURES .................................... 013100 PROJECT MANAGEMENT AND COORDINATION .................... 013300 SUBMITTAL PROCEDURES...................................................... 014200 REFERENCES........................................................................... 014500 QUALITY CONTROL.................................................................. 015000 TEMPORARY FACILITIES AND CONTROLS ............................ 016000 PRODUCT REQUIREMENTS.................................................... FORM SUBSTITUTION REQUEST FORM ............................................ 017300 EXECUTION............................................................................... 017320 CUTTING AND PATCHING........................................................ 017700 CLOSEOUT PROCEDURES...................................................... DIVISION 02 — EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION ................ DIVISION 03 — CONCRETE 033000 CAST -IN-PLACE CONCRETE.......... 033543 POLISHED CONCRETE FINISHING DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY .......... TABLE OF CONTENTS ........ ............. 1-2 .....................1-1 .....................1-4 .......... ........... 1-4 .....................1-2 ..... ................ 1-4 .....................1-4 .....................1-9 ... ........... 1-2 ..............1-1 .....................1-6 ... .................. 1-3 .....................1-6 ............ ........................................ 1-5 ..... ...................... ..... .......................... 1-12 ............................................................1-2 .................................................. ........ 1-13 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility 051200 STRUCTURAL STEEL FRAMING.......................................................................1-6 072100 052100 STEEL JOIST FRAMING.....................................................................................1-4 074113.16 053100 STEEL DECKING................................................................................................1-5 074213.53 054000 COLD -FORMED METAL FRAMING....................................................................1-8 077253 055000 METAL FABRICATIONS.....................................................................................1-6 079200 055119 METAL GRATING STAIRS..................................................................................1-4 DIVISION 08 055213 PIPE AND TUBE RAILINGS................................................................................1-5 081113 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 083113 061053 MISCELLANEOUS ROUGH CARPENTRY.........................................................1-2 083323 071113 BITUMINOUS DAMPROOFING...........................................................................1-3 072100 THERMAL INSULATION.....................................................................................1-4 074113.16 STANDING -SEAM METAL ROOF PANELS........................................................1-7 074213.53 METAL SOFFIT PANELS ................................ .................................................... 1-5 077253 SNOW GUARDS.................................................................................................1-2 079200 JOINT SEALANTS ................ ............................................................................... 1-7 DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES..........................................................1-7 083113 ACCESS DOORS AND FRAMES........................................................................1-3 083323 OVERHEAD COILING DOORS...........................................................................1-6 086200 UNIT SKYLIGHTS......................................................... ...................................... 1-3 087111 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) ..................................1-12 088000 GLAZING .............................................. ............................................................... 1-7 19 • �' k 092216 NON-STRUCTURAL METAL FRAMING..............................................................1-5 092900 GYPSUM BOARD ........ ........ ............................................................................... 1-3 093013 SF CERAMIC TILING.................................................................................1-7 095123 ACOUSTICAL TILE CEILINGS .............. .............................................................. 1-3 096513 RESILIENT BASE AND ACCESSORIES.............................................................1-3 099113 EXTERIOR PAINTING.........................................................................................1-3 099123 INTERIOR PAINTING..........................................................................................1-4 102600 WALL AND DOOR PROTECTION.......................................................................1-2 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES...............................................1-3 104416 FIRE EXTINGUISHERS......................................................................................1-3 105113 METAL LOCKERS...............................................................................................1-5 DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS ... ...................... ........................................ ....... 1-3 123623.13 PLASTIC -LAMINATE -CLAD COUNTERTOPS....................................................1-4 TABLE OF CONTENTS 2 I, Meridian Wastewater Treatment Plant (MW WTP) 5/14 Maintenance Facility DIVISION 13 — SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED 1T1197 11oPl 73+1 9 N►r 221113 FACILITY WATER DISTRIBUTION PIPING........................................................1-7 221116 DOMESTIC WATER PIPING ............................... ................................................ 1-7 221119 DOMESTIC WATER PIPING SPECIALTIES.......................................................1-8 SEISMIC CONTROLS FOR PLUMBING AND HVAC..........................................1-6 221123 DOMESTIC WATER PUMPS ...... ........................................................................ 1-4 221313 FACILITY SANITARY SEWERS ............................................... ........................... 1-5 221316 SANITARY WASTE AND VENT PIPING...........................................................1-16 HVAC INSULATION............................................................................................1-9 221319 SANITARY WASTE PIPING SPECIALTIES .............................. .......................... 1-8 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING...........................................1-10 METAL DUCTS ...... ........................................................................................... 221519 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 223400 FUEL -FIRED DOMESTIC WATER HEATERS.....................................................1-7 HVAC POWER VENTILATORS...........................................................................1-6 224000 PLUMBING FIXTURES.....................................................................................1-11 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 224500 EMERGENCY PLUMBING FIXTURES................................................................1-5 COMMERCIAL -KITCHEN HOODS ...................... ........................ ........................ 224700 DRINKING FOUNTAINS AND WATER COOLERS............................................1-5 PARTICULATE AIR FILTRATION ........ ................................................................ 230500 COMMON WORK RESULTS FOR PLUMBING AND HVAC ........................ ...... 1-11 230523 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING ................ ...... 1-5 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC..........................................1-6 230553 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC ........... .......................... 1-5 230700 HVAC INSULATION............................................................................................1-9 231123 FACILITY NATURAL-GAS PIPING ...................................... .............................. 1-17 233113 METAL DUCTS ...... ........................................................................................... 1-13 233300 AIR DUCT ACCESSORIES...............................................................................1-10 233423 HVAC POWER VENTILATORS...........................................................................1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 233813 COMMERCIAL -KITCHEN HOODS ...................... ........................ ........................ 1-5 234100 PARTICULATE AIR FILTRATION ........ ................................................................ 1-2 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 235400 FURNACES.........................................................................................................1-6 235533 FUEL -FIRED UNIT HEATERS.............................................................................1-4 236200 PACKAGED COMPRESSOR AND CONDENSER UNITS ... ................................ 1-4 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR UNITS................................................................................................................. 1-9 TABLE OF CONTENTS 3 f Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility 260500 COMMON WORK RESULTS FOR ELECTRICAL...............................................1-5 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 1-3 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS ............................................. ..1-6 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH STUDY..................................... ....................................................................... ....1-7 262200 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 262726 WIRING DEVICES........................................................... .................................... 1-5 262813 FUSES ............................................. ................................................................... 1-3 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS.........................................1-5 262913 ENCLOSED CONTROLLERS ....... ...................................................................... 1-5 265100 INTERIOR LIGHTING .................. ........................................................................ 1-8 T •? • 270500 COMMON WORK RESULTS FOR COMMUNICATIONS....................................1-4 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS........................................1-5 271300 COMMUNICATIONS BACKBONE CABLING......................................................1-8 271500 COMMUNICATIONS HORIZONTAL CABLING ............... .................................. 1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY ..... 1-4 283100 FIRE DETECTION AND ALARM.......................................................................1-11 DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK 311000 SITE CLEARING .............................................. ................... ................ ................ 1-4 312000 EARTH MOVING.................................................................................................1-8 312319 DEWATERING ....................... ............................................................................. 1-2 DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING ............................................ .................................................. 1-5 321313 CONCRETE PAVING ......................................... ......................... ........... ............. 1-5 DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING ................. ............................... ................. 1-6 ADDENDUM NO. 1, dated 7/31/14........................................................................................... 1-17 TABLE OF CONTENTS 4 WWTP Maintenance Facility 3401 N. Ten Mile, Meridian, ID 83642 SHEET# A100 CONSTRUCTION DRAWINGS DESCRIPTION A100 - Wall and Horizontal Assembly Details DATED 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - Building Sections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 A501 - Finish Plan 07/18/2014 A601 A601 - Door and Window Schedules and Details 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 C1-101 Site Demolition Plan 07/18/2014 C3-101 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Lighting Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Legends 07/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarged Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Compliance 7/18/2014 P001 P001 - Plumbing Schedules and Legends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 S203 - Roof Framing Details 7/18/2014 S301 S301 - Building Sections 7/18/2014 C L1 C O UC_e — n o h U - _ L_ i6 w __ Ul O O .D --- ° ________ N ____�__________ ____SJ__ ________________________,____________� ____________,____Q____ m ____�______ r- O J ° In J m =�a) b. n U u) n _ Dc_,_ c _ d ____________________________ — O J m C C ____________ O. 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LL O J a) -O a) C m m —{5 'o O >' , c m c L N a m m! : s C7 •� f n❑ E aLLi E= E ❑ E a) E r co c U a a) 3 m a) o o` c E w m❑ m o czsc O n oao mi c'� @ w'❑ a.o~6 LL o ❑ ~ o° o a'W ° ° m �Im �'W Li OL a C7 m,o m 'v r c U atf'_ .@,u rn;V 06 .E,— c°o �;o �'•� O D U U Y a!� c'•c O m s a c E w a) c s a E a) m m E. c m M m o .S c in a` o m M >�,a� o!ci Y �,� = F n U :3 w w i ua)) _ 'S v ii v x'03 :� 03, C.L6 O ,.... Q ® j Y O N O M O V w O O O O O .. N g) C O O O lOf) O u O N Q) O O O N_ O N N N O M O O V N N N O w O m N O ,w m: O M O V N O o O 0 O O o o ' N N_ N co M_ co M "T _'t 'It 't .0 m N N N N_ : N_ N N N N N m '..0 N _j N N N o N N o o) c c m m [0 m m m x ro [0 CD m m m c m m! m m m m m [� 00 [0 [0 m C p- LL 6 3 0 0 'c N =p :w LL ;LL = a r .O m E � I O U AIA Document Al 32 TM -2009 Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In words, indicate day, month and year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Slattery Mitchell, Inc. has added necessary information 2013 N. Silverleaf Place and where the author has added to or Meridian, ID 83646 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop 3401 N. Ten Mile Road This document is intended to be used Meridian, ID 83642 in conjunction with AIA Documents A232TM-2009, General Conditions of The Construction Manager: the Contract for Construction, (Name, legal status, address and other information) Construction Manager as Adviser Edition; B132TM-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc. and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal status, address and other information) AIA Document A232T11-2009 is CTA, Inc. adopted in this document by 800 West Main Street, Suite 800 reference. Do not use with other Boise, ID 83702 general conditions unless this document is modified. The Owner and Contractor agree as follows. AIA Document Al32TM —2009 formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIADocument is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under I the law. This document was produced by AIA software at 13:08:47 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. User Notes: (2018064757) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #05: Masonry — Provide all labor, materials, tools and equipment necessary to complete the Masonry in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP #05. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of comnrencernent, if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document All 32TM — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING. This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and cri€ninal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:08:47 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (2018064757) § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number ofcalendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work) Per Exhibit "C" Portion of the Work Substantial Completion Date BP #05: Masonry March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Wor-k.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate box.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 below. Based on the selection above, also complete either Section 5.1.4 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be One Hundred Eighty Two Thousand Six Hundred and No/100 Dollars ($ 182,600.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding orproposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date it,hen that amount expires.) I N/A § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantio� limitations, if any, to which the unit price will be applicable.) Item N/A Units and Limitations Price per Unit ($0.00) § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allowance and state exclusions, if anj} fr•orn the allowance price.) AIA Document A132Tm — 2009 formerly A101 T11CMa —1992). Copyright ©1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:08:47 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (2018064757) Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or local lmi s may require payment within a certain period of time.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AIA Document A132TM — 2009 (formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of 4 this AIA`' Document, or any portion of it; may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible ander t the law. This document was produced by AIA software at 13:08:47 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (2018064757) .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: 1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties inutnually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of connpetentjurisdictiorn.) AIA Document A132 TPA — 2009formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA` Document is protected by US, Copyright Law and International Treaties. Unauthorized reproduction or distribution of 5 this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:08:47 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (2018064757) [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X) Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.l ) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Naive, address and other information) Slattery Mitchell, Inc. Greg Slattery 2013 N. Silverleaf Place Meridian, ID 83646 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document A132 TM — 2009 formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this MAODocument, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:08:47 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (2018064757) § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either- list the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents which are intended to form part of the Contract Doctanents. AIA Document A232-2009 provides that bidding requirements such as advertisement or imitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A232-2009. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 ofAL4 Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment & Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132Th' — 2009formerly A101 TMCMa —1992). Copyright ©1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:08:47 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (2018064757) This Agreement is entered into as of the day and year first written above. v OWN (Sign on' C040aT0R6(S�tgn,7tuj-e) CLL (Printed nanwJand title) (Private name and title) Init. AIA Document A132TM — 2009 formerly A101 TMCMa — 1992). Copyright@ 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AW DOGUrnent is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13:08:47 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015 and is not for resale. User Notes: (2018064757) Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility Invitationto Bid .................. ............... ............................................................................1-1 Noticeto Bidders ......................................... .......................... .............. ......................... 1-4 AIA A701 Instructions to Bidders ........ ........................................................................... 1-6 Supplemental Instructions to Bidders .......... ................................................ ....... .......... 1-4 BidForm Table of Contents..........................................................................................1-1 Bid Forms ................................ ................................................... .......... ......... ............. 1-40 ProjectSchedule .................. ........................................................ ................................ 1-3 AIA A132 Standard Form of Agreement Between Owner and Contractor .... ................. 1-8 Supplementto Agreement ............. ............... ................................................................ 1-2 AIA A232 General Conditions of the Contract ......................... ....... ........... .................. 1-43 SupplementaryConditions ................................... ........ ................................................. 1-5 Exhibit I — Insurance Requirements ....................................... ....... ............................... 1-1 Contractor's Affidavit Concerning Taxes ...... ............................... ....... ........................... 1-1 Public Works Contract Tax Report (WH -5) ............................. ........... ........... ................ 1-2 DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK 012300 .............................. .......................... ........................... .....1-2 ALTERNATES 012900 ................................ .....................................................................1-1 PRICE AND PAYMENT PROCEDURES 013100 .................... ......................................... PROJECT MANAGEMENT AND COORDINATION.............................................1-4 1-4 013300 SUBMITTAL PROCEDURES...............................................................................1-2 014200 REFERENCES 014500 ................ .................................................................................... QUALITY CONTROL 1-4 015000 ...........................................................................................1-4 TEMPORARY FACILITIES AND CONTROLS .....................................................1-9 016000 PRODUCT REQUIREMENTS ............. ........................................................... 1-2 FORM ..... SUBSTITUTION REQUEST FORM .....................................................................1-1 017300 EXECUTION .................................................... .................................................... 1-6 017320 CUTTING AND PATCHING 017700 .................................................................................1-3 CLOSEOUT PROCEDURES ................. .............................................................. 1-6 024116 STRUCTURE DEMOLITION................................................................................1-5 DIVISION 03 — CONCRETE 033000 CAST -IN-PLACE CONCRETE...................................................... ....... .............. 1-12 033543 POLISHED CONCRETE FINISHING ..................................... .............................. 1-2 DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY TABLE OF CONTENTS .............. ......................... . .... ................... .... 1-13 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 05 - METALS 051200 STRUCTURAL STEEL FRAMING ................... ................. .............. ..................... 1-6 052100 STEEL JOIST FRAMING ............................................. ........................................ 1-4 053100 STEEL DECKING................................................................................................1-5 054000 COLD -FORMED METAL FRAMING....................................................................1-8 055000 METAL FABRICATIONS.....................................................................................1-6 055119 METAL GRATING STAIRS..................................................................................1-4 055213 PIPE AND TUBE RAILINGS................................................................................1-5 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY.........................................................1-2 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING............................................... ............................ 1-3 072100 THERMAL INSULATION.....................................................................................1-4 074113.16 STANDING -SEAM METAL ROOF PANELS........................................................1-7 074213.53 METAL SOFFIT PANELS....................................................................................1-5 077253 SNOW GUARDS ............................................. ......... ........... ................................ 1-2 079200 JOINT SEALANTS...............................................................................................1-7 DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES..........................................................1-7 083113 ACCESS DOORS AND FRAMES ..................... ................................................... 1-3 083323 OVERHEAD COILING DOORS...........................................................................1-6 086200 UNIT SKYLIGHTS...............................................................................................1-3 087111 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION)..................................1-12 088000 GLAZING.............................................................................................................1-7 DIVISION 09 - FINISHES 092216 NON-STRUCTURAL METAL FRAMING..............................................................1-5 092900 GYPSUM BOARD ...................................................... ......................................... 1-3 093013 SF CERAMIC TILING .................. ............................................................... 1-7 095123 ACOUSTICAL TILE CEILINGS............................................................................1-3 096513 RESILIENT BASE AND ACCESSORIES.............................................................1-3 099113 EXTERIOR PAINTING ......... ................................................................................ 1-3 099123 INTERIOR PAINTING ................................ ............................. ............................. 1-4 DIVISION 10 - SPECIALTIES 102600 WALL AND DOOR PROTECTION.......................................................................1-2 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES...............................................1-3 104416 FIRE EXTINGUISHERS......................................................................................1-3 105113 METAL LOCKERS ................. ................................................................. ............. 1-5 DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS........................................................................1-3 123623.13 PLASTIC -LAMINATE -CLAD COUNTERTOPS....................................................1-4 TABLE OF CONTENTS 2 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 — SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED DIVISION 15 — 21 (NOT USED) VOLUME 2 OF 2 221113 FACILITY WATER DISTRIBUTION PIPING........................................................1-7 221116 DOMESTIC WATER PIPING...............................................................................1-7 221119 DOMESTIC WATER PIPING SPECIALTIES .... ................................................... 1-8 221123 DOMESTIC WATER PUMPS........................................................... ................... 1-4 221313 FACILITY SANITARY SEWERS..........................................................................1-5 221316 SANITARY WASTE AND VENT PIPING...........................................................1-16 221319 SANITARY WASTE PIPING SPECIALTIES .............................................. .......... 1-8 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING...........................................1-10 221519 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 223400 FUEL -FIRED DOMESTIC WATER HEATERS ......................... ............................ 1-7 224000 PLUMBING FIXTURES.....................................................................................1-11 224500 EMERGENCY PLUMBING FIXTURES................................................................1-5 224700 DRINKING FOUNTAINS AND WATER COOLERS............................................1-5 DIVISION 23 — HVAC 230500 COMMON WORK RESULTS FOR PLUMBING AND HVAC..............................1-11 230523 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING......................1-5 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC..........................................1-6 230553 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC ......... ................. ........... 1-5 230700 HVAC INSULATION............................................................................................1-9 231123 FACILITY NATURAL-GAS PIPING....................................................................1-17 233113 METAL DUCTS .............. ................................................................................... 1-13 233300 AIR DUCT ACCESSORIES...............................................................................1-10 233423 HVAC POWER VENTILATORS............................................................. .............. 1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 233813 COMMERCIAL -KITCHEN HOODS......................................................... ........ ..... 1-5 234100 PARTICULATE AIR FILTRATION........................................................................1-2 235100 BREECHINGS, CHIMNEYS, AND STACKS., ...................................................... 1-3 235400 FURNACES ..................................................... .................................................... 1-6 235533 FUEL -FIRED UNIT HEATERS.............................................................................1-4 236200 PACKAGED COMPRESSOR AND CONDENSER UNITS .......................... ......... 1-4 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR UNITS................................................................................................................. 1-9 TABLE OF CONTENTS 3 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 24 — (NOT USED) DIVISION 25 — (NOT USED) 260500 COMMON WORK RESULTS FOR ELECTRICAL...............................................1-5 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 1-3 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ........................... 1-4 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS.....:.........................................1-6 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH STUDY................................................................................................................1-7 262200 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 262726 WIRING DEVICES...............................................................................................1-5 262813 FUSES................................................................................................................1-3 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS ..................................... .... 1-5 262913 ENCLOSED CONTROLLERS ......... .................................................................... 1-5 265100 INTERIOR LIGHTING..........................................................................................1-8 DIVISION 27 — COMMUNICATIONS 270500 COMMON WORK RESULTS FOR COMMUNICATIONS....................................1-4 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS........................................1-5 271300 COMMUNICATIONS BACKBONE CABLING......................................................1-8 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY ..... 1-4 283100 FIRE DETECTION AND ALARM.......................................................................1-11 DIVISION 29 — 30 (NOT USED) 311000 SITE CLEARING .................................... ................................................. ........... .1-4 312000 EARTH MOVING ................................. ................................................................ 1-8 312319 DEWATERING ......... ........................................................................................... 1-2 DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING..............................................................................................1-5 321313 CONCRETE PAVING ...................................... ................................. ................... 1-5 DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING.. ADDENDUM NO. 1, dated 7/31/14 ...................... ..... ....................................... ............ 1-6 ...... ................................ I ....... ..... 1-17 TABLE OF CONTENTS 4 WWTP Maintenance Facility 3401 N. Ten Mile, Meridian,.4 Exhibit "B" SHEET# CONSTRUCTION DRAWINGS DESCRIPTION DATED A100 A100 - Wall and Horizontal Assembly Details 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A110 A111 A201 A102 - Mezzanine Floor Plan A110 - Roof Plan A111 - Roof Details A201 - Exterior Elevations 07/18/2014 07/18/2014 07/18/2014 07/18/2014 A301 A401 A501 A601 A301 - Buildinq Sections A401 - Stair Plans and Details A501 - Finish Plan A601 - Door and Window Schedules and Details 07/18/2014 07/18/2014 07/18/2014 07/18/2014 A901 C1-101 C3-101 A901 - Reflected Ceiling Plan C1-101 Site Demolition Plan C3-101 Site Plan 07/18/2014 07/18/2014 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Lighting Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G103 M001 M100 G102 - Code Plan G103 - Mezzanine Code Plan M001 - Mechanical Schedules & Legends M100 - First Floor HVAC Plan 07/18/2014 07/18/2014 07/18/2014 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M300 M200 - Enlarged Plans and Sections M300 - HVAC Details 7/18/2014 7/18/2014 M400 M400 - Energy Compliance 7/18/2014 P001 P001 - Plumbing Schedules and Legends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 IS203 - Roof Framing Details 7/18/2014 S301 IS301 - Building Sections 7/18/2014 U) c 0 U c O c 43)m 70 4) U CO U -h 0 U U_ x W I U C N N 0 Q E LL C N L ` O SJ U Z y _�_, @_ l0 v )O d U LO a a a @ YS tf ti `m .. � U U U;U a_ 0 0 r r 0 0 @ Co r o -- �, (� --") c b c @ iq'o ' ' (O N (O N �._------_. 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V a' r o a) ❑ o c E ❑ C @ r 7m p0 N U) a cn' E m m C � @ C7 0) ;D C a) n r a c E N a) m p @ :3 a _I 76 a C O O O W O O C\lN_ .NCO N_ ® M (O w E'' @; ) lL a s;U 06 t !a CL 0) C9 C,) of c N 7 W N U . otj L �! o m a 0 L) 0) O O O C LT O co 4 <t ' E m m m LL @ m E T a LL w C7 C,5 C: U LL — 0 O O O a) ON L l0 N Ln Mo m m m LL C' m E LU - •o C: c(a Q � O N N;.g '- 'E a) Co ❑ rn a m E O C-0 Q O E L J U a m N U) N m m m ILO N N LO !.LO M !.LO N a a a' IN a) E m 3 o O c a C, N `O O N N M 07 co LL S C N N LO L-0 r N r LM O r Ln r r LO LO o E @ Ln 2r- � E m r r _a U U U (� V N N'N CL W W m W❑. m •v NN N NN LO M' M m O O N MO . N 0 N LO :LO (O L N -. n m!m M M: O O M M N LO :.., 0 '.. 0 a @ E E U) >O 'c NN � c O N U N a •2°-' N 'e O W LL O C C O O y O O O O y J� N N O m c O O 3 � O @ E L) a) Q m .o N IN a) E m 3 o O c a w7 75 ,5z LL S C iU) LM O o E @ Ln 2r- � E m o _a U U U (� V o p CL W W m W❑. m •v U LO M' M m O O N MO . N 0 N LO :LO (O L N -. n m!m m m m c a 0 a U) >O 'c NN � c O N U N a •2°-' N 'e O W LL O C C O O y O O O O y J� N N O m c O O 3 � O @ E L) a) Q wlwl?k�r- • - • • BENITON CONSTRUCTION COMPANY & CITY OF MERIDIAN Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CG0001 (10/01) or Equivalent) • $2,000,000 General Aggregate • $2,000,000 Products/Completed Operations Aggregate • $1,000,000 Each Occurrence • $1,000,000 Personal Injury and Advertising Injury • $ 100,000 Fire Damage Liability • $ 5,000 Medical Expenses — Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability • $1,000,000 Each Occurrence Worker's Compensation and Emplovers Liabilitv Insurance • Statutory Limits • Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability • $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Project Completion • $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR • $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. A��- � IDPa CERTIFICATE LIABILITY INSURANCE DATE (MWDDNYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONT A NAME: T _ PHONE No. A1C Nol: $ 1 QQQQOQ ___ _ E-MAIL AD_DRE_SS_: Producer's name and address INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Issuing company_AM BEST A -VII or Better DAMA RENTED _ INSURED INSURER 0: 1-' IX INSURER C: Subcontractor name and address INSURER D; CLAIMS -MADE OCCUR MEDEXP (Any one person) io INSURER F! ` COVERAGES CERTIFICATE NUMBER: RE:VISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR,THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ---.-- ADDL SUBR------- POLICY EFF , POUCY EXP INSR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY I MMtDD/YYYY '" LIMITS LTR GENERAL LIABILITY EACH OC,6URRENCE $ 1 QQQQOQ ___ _ DAMA RENTED _ X COMMERCIAL GENERAL LIABILITY 1-' IX PRdSS (Ea occu rence] __ 1 QOQQQ CLAIMS -MADE OCCUR MEDEXP (Any one person) io Current policy # 09/01/2011 ' 09/01/2012 PERSONAL a ADV INJURY s 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS COMP/OP A1-7 GG _ S 2,090 QOQ _ " POLICY X OT- LOC S AUTOMOBILE LIABILITY ��. F_Ea, sCOModden SINGLE L S 1,000,000 BODILY INJURY (Per person) $ X ANY AUTO BODILY INJURY (Per accident) S ALL OWNED SCHEDULED ` AUTOS �- NON NON -OWNED ( Current policy # �.� 09/01/2011 09/01/2012 $ r _ ..__ ......._. _ PROPERTY DAMAGE "`- Per accident HIRED AUTOS AUTOS S X UMBRELLA LIAR X OCCUR `i !� EACH OCCURRENCE S 1,000,000 AGGREGATE ___ S 1,000,000 _ EXCESS UAB CLAIMS -MADE `- Current policy# 09/01/2011 09/01/2012 DED I I RETENTIONS S WORKERS COMPENSATION X WC STATU- OTH- LIMLL, ER_ AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNE2/EXECUTIVE YIN NIA+ Current policy* 09/01/2011 09/01/2012 E.L. EACH ACCIDENT S 1.�q U00 E L DISEASE OFFICENEMBER EXCLUDED? (Mandatory in NH) l,., 1 ,000,000 _ If yes, doscnbo under DESCRIPTION QE_Q2ER41tPA5DiI- E.L DISEASE •TPOLICY LIMIT S 1,000,000 1 DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLESI(Atfach ACORD 701, Additional Remarks Schedule, If more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction are listed as Additional Insured per the Commercial General Liability coverage on a primary and non-contributory basis regarding above project provided by form CG2010 10/01 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction Company, Inc. and owner (except WC). CERTIFICA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Beniton Construction Company, Inc. ACCORDANCE WITH THE POLICY PROVISIONS, P.O. Box 838 Meridian, ID 83680 AUTHORIZED REPRESENTATIVE Original Signature V T.YtRf-LU]U AUVI%tJ VVKYVKAIIVIV. All rIL,.11L5 IC*C1tlCU, ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD t0 DocumentAIA Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 This document has important legal (In words, indicate day, month and year:) ADDITIONS AND DELETIONS: BETWEEN the Owner: The author of this document has (Name, legal status, address and other information) added information needed for its completion. The author may also City of Meridian Waste Water Treatment Plant Maintenance Shop have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the The Construction Manager: standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this Beniton Construction Co., Inc. document indicates where the author Rule Steel Tanks, Inc. has added necessary information 11299 Bass Lane and where the author has added to or Caldwell, ID 83605 deleted from the original AIA text. The Owner and Contractor agree as follows. AIA Document A132TM — 2009 (rformerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Inst, reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AIA(' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maxirnum extent possible under / the law. This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. — User Notes: (1313691994) This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop 3401 N. Ten Mile Road This document is intended to be used Meridian, ID 83642 in conjunction with AIA Documents A232TM-2009, General Conditions of The Construction Manager: the Contract for Construction, (Name, legal status, address and other information) Construction Manager as Adviser Edition; B132TM-2009, Standard Beniton Construction Co., Inc. Form of Agreement Between Owner and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132T11-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal status, address and other information) AIA Document A232TM-2009 is CTA, Inc. adopted in this document by 800 West Main Street, Suite 800 reference. Do not use with other Boise, ID 83702 general conditions unless this document is modified. The Owner and Contractor agree as follows. AIA Document A132TM — 2009 (rformerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Inst, reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AIA(' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maxirnum extent possible under / the law. This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. — User Notes: (1313691994) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #06: Structural & Misc. Steel — Provide all labor, materials, tools and equipment necessary to complete the Structural & Miscellaneous Steel in accordance with Project Plans, Specifications, Addendum No. 1, Addendum No. 2, and the Bid Form for BP #06. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement or; if applicable, state that the date it ill be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document A132TIl — 2009 rformerly A101 TMCMa — 1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIAO Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law, This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. — User Notes: (1313691994) § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert mmuber of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) Per Exhibit "C" Portion of the Work Substantial Completion Date BP #06: Structural & Misc. Steel March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insertprovisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) I Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate boy:.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 below. Based on the selection above, also complete either Section 5.1.4, 5.1.5 or 5.1.6 below) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be Two Hundred Twenty Two Thousand and No/100 Dollars ($ 222,000.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding or proposal documents pennit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) N/A § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantify limitations, if any, to which the unit price will be applicable.) Item N/A Units and Limitations Price per Unit ($0.00) § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allowance and state exclusions, if any, fi•orn the allowance price.) Init. AIA Document A132TM — 2009 formerly A101 T1^CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright raw and International Treaties, Unauthorized reproduction or distribution of this ARA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the rmaximurn extent possible under t the law. This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. — User Notes: (1313691994) Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or local lcnns may require payment within a certain period of tune.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and Init. AIA Document A132Tm — 2009 formerly A101 TMCMe — 1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under 4 t the law. This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. User Notes: (1313691994) .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions, § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: 1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resultingfi•orn the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5,1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact in formation of the Initial Decision Maker, if other than the Architect.) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15,3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below' or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competentf a-isdiction.) AIA Document Al 32T11 — 2009 `rformerly A101 T"CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 5 this AIA`' document, or any portion of it, may result in severe civil and criminal penalties, and well be prosecuted to the maximum extent possible under / the law. This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1313691994) [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009 [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specifi) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Name, address and other information) Rule Steel Tanks, Inc. Bill Byerly 11299 Bass Lane Caldwell, ID 83605 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. Init. AIA Document A132TIl — 2009 formerly A101 TMCMa — 1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AleDocument, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. User Notes: (1313691994) § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents which are intended to form part of the Contract Documents. AIA Document A232-2009 provides that bidding requirements such as ach,ertisernent or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article I 1 of AIA Document A232-2009. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment & Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132T'" — 2009 `rformerly A101 TM We — 1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA`' Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of 7 this AIAO' Docurnent, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1313691994) This Agreement is entered into as of the day and year first wri —OWNER (Signatiffe—)`-- (Printed Dame an title) Init. AIA Document All 32TM — 2009 �formerly A101 TMCMa _ 1992). Copyright@ 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA Doc ument is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible kinder the law. This document was produced by AIA software at 13:40:34 on 08/29/2014 under Order No.5637907229 I which expires on 01/06/2015, and is not for resale. User Notes: (1313691994) Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility • Invitationto Bid.............................................................................................................1-1 Noticeto Bidders..........................................................................................................1-4 AIA A701 Instructions to Bidders Supplemental Instructions to Bidders...........................................................................1-4 BidForm Table of Contents..........................................................................................1-1 BidForms...................................................................................................................1-40 ProjectSchedule..........................................................................................................1-3 AIA A132 Standard Form of Agreement Between Owner and Contractor .....................1-8 Supplementto Agreement............................................................................................1-2 AIA A232 General Conditions of the Contract.............................................................1-43 Supplementary Conditions....................................................... .................................... 1-5 Exhibit I — Insurance Requirements.............................................................................1-1 Contractor's Affidavit Concerning Taxes.......................................................................1-1 Public Works Contract Tax Report (WH -5) ................................... ................................ 1-2 DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK ......................................................... 012300 ALTERNATES...................................................................... 012900 PRICE AND PAYMENT PROCEDURES .............................. 013100 PROJECT MANAGEMENT AND COORDINATION .............. 013300 SUBMITTAL PROCEDURES ............................................... 014200 REFERENCES..................................................................... 014500 QUALITY CONTROL............................................................ 015000 TEMPORARY FACILITIES AND CONTROLS ...................... 016000 PRODUCT REQUIREMENTS .............................................. FORM SUBSTITUTION REQUEST FORM ...................................... 017300 EXECUTION......................................................................... 017320 CUTTING AND PATCHING .................................................. 017700 CLOSEOUT PROCEDURES ................................................ ........................... .... 1-2 ...............................1-1 ...............................1-4 ...............................1-4 ...............................1-2 ...............................1-4 ...............................1-4 ...............................1-9 .............. ................. 1-2 ...............................1-1 ...............................1-6 ...............................1-3 ..............................1-6 DIVISION 02 — EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION...............................................................................1-5 DIVISION 03 — CONCRETE 033000 CAST -IN-PLACE CONCRETE...........................................................................1-12 033543 POLISHED CONCRETE FINISHING...................................................................1-2 DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY..........................................................................1-13 TABLE OF CONTENTS 1 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 05 — METALS 051200 STRUCTURAL STEEL FRAMING.......................................................................1-6 052100 STEEL JOIST FRAMING.....................................................................................1-4 053100 STEEL DECKING................................................................................................1-5 054000 COLD -FORMED METAL FRAMING - 055000 METAL FABRICATIONS.....................................................................................1-6 055119 METAL GRATING STAIRS..................................................................................1-4 055213 PIPE AND TUBE RAILINGS................................................................................1-5 DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY.........................................................1-2 DIVISION 07 — THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING 072100 THERMAL INSULATION.....................................................................................1-4 074113.16 STANDING -SEAM METAL ROOF PANELS........................................................1-7 074213.53 METAL SOFFIT PANELS _ 077253 SNOW GUARDS.................................................................................................1-2 079200 JOINT SEALANTS...............................................................................................1-7 081113 HOLLOW METAL DOORS AND FRAMES..........................................................1-7 083113 ACCESS DOORS AND FRAMES........................................................................1-3 083323 OVERHEAD COILING DOORS...........................................................................1-6 086200 UNIT SKYLIGHTS...............................................................................................1-3 087111 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION)..................................1-12 088000 GLAZING.............................................................................................................1-7 092216 NON-STRUCTURAL METAL FRAMING.............................................................1-5 092900 GYPSUM BOARD ... ......................................................................... ................... 1-3 093013 SF CERAMIC TILING.................................................................................- 17 095123 ACOUSTICAL TILE CEILINGS............................................................................1-3 096513 RESILIENT BASE AND ACCESSORIES.............................................................1-3 099113 EXTERIOR PAINTING........................................................................................1-3 099123 INTERIOR PAINTING..........................................................................................1-4 102600 WALL AND DOOR PROTECTION 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES ....................................... ........ 1-3 104416 FIRE EXTINGUISHERS......................................................................................1-3 105113 METAL LOCKERS...............................................................................................1-5 122113 HORIZONTAL LOUVER BLINDS........................................................................1-3 123623.13 PLASTIC -LAMINATE -CLAD COUNTERTOPS....................................................1-4 TABLE OF CONTENTS 2 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 22 — PLUMBING COMMON WORK RESULTS FOR PLUMBING AND HVAC ............. ................ 221113 FACILITY WATER DISTRIBUTION PIPING........................................................1-7 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING......................1-5 221116 DOMESTIC WATER PIPING...............................................................................1-7 SEISMIC CONTROLS FOR PLUMBING AND HVAC..........................................1-6 221119 DOMESTIC WATER PIPING SPECIALTIES.......................................................1-8 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 221123 DOMESTIC WATER PUMPS..............................................................................1-4 TESTING, ADJUSTING, AND BALANCING FOR HVAC.....................................1-5 221313 FACILITY SANITARY SEWERS..........................................................................1-5 HVAC INSULATION 221316 SANITARY WASTE AND VENT PIPING...........................................................1-16 FACILITY NATURAL-GAS PIPING....................................................................1-17 221319 SANITARY WASTE PIPING SPECIALTIES........................................................1-8 METAL DUCTS.................................................................................................1-13 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING...........................................1-10 AIR DUCT ACCESSORIES...............................................................................1-10 221519 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 223400 FUEL -FIRED DOMESTIC WATER HEATERS....................................................1-7 DIFFUSERS, REGISTERS, AND GRILLES........................................................1-3 224000 PLUMBING FIXTURES.....................................................................................1-11 COMMERCIAL -KITCHEN HOODS......................................................................1-5 224500 EMERGENCY PLUMBING FIXTURES................................................................1-5 PARTICULATE AIR FILTRATION - 224700 DRINKING FOUNTAINS AND WATER COOLERS............................................1-5 230500 COMMON WORK RESULTS FOR PLUMBING AND HVAC ............. ................ 1-11 230523 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING......................1-5 260526 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC..........................................1-6 260529 230553 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC.....................................1-5 260553 230700 HVAC INSULATION _ 231123 FACILITY NATURAL-GAS PIPING....................................................................1-17 233113 METAL DUCTS.................................................................................................1-13 233300 AIR DUCT ACCESSORIES...............................................................................1-10 233423 HVAC POWER VENTILATORS...........................................................................1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES........................................................1-3 233813 COMMERCIAL -KITCHEN HOODS......................................................................1-5 234100 PARTICULATE AIR FILTRATION - 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 235400 FURNACES.........................................................................................................1-6 235533 FUEL -FIRED UNIT HEATERS.............................................................................1-4 236200 PACKAGED COMPRESSOR AND CONDENSER UNITS...................................1-4 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR UNITS................................................................................................................. 1-9 260500 COMMON WORK RESULTS FOR ELECTRICAL - 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 1-3 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS...............................1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS...............................................1-6 TABLE OF CONTENTS 3 Meridian Wastewater Treatment Plant (MWWTP) Maintenance Facility 5/14 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH STUDY................................................................................................................1-7 262200 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 262726 WIRING DEVICES...............................................................................................1-5 262813 FUSES _ 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS ...................... ................... 1-5 262913 ENCLOSED CONTROLLERS.............................................................................1-5 265100 INTERIOR LIGHTING..........................................................................................1-8 270500 COMMON WORK RESULTS FOR COMMUNICATIONS....................................1-4 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS........................................1-5 271300 COMMUNICATIONS BACKBONE CABLING - 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY ....1-4 283100 FIRE DETECTION AND ALARM1-11 311000 SITE CLEARING.................................................................................................1-4 312000 EARTH MOVING.................................................................................................1-8 312319 DEWATERING....................................................................................................1-2 DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING..............................................................................................1-5 321313 CONCRETE PAVING DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING - ADDENDUM NO. 1, dated 7/31/14........................................................................................... 1-17 ADDENDUM NO. 2, dated 8/11/14............................................................................................ 1-2 TABLE OF CONTENTS 4 WWTP Maintenance Facility 3401 N. Ten Mile, Meridian, r CONSTRUCTION DRAWINGS SHEET# A100 DESCRIPTION A100 - Wall and Horizontal Assembly Details DATED 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - Building Sections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 A501 - Finish Plan 07/18/2014 A601 A601 - Door and Window Schedules and Details 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 C3-101 C1-101 Site Demolition Plan C3-101 Site Plan 07/18/2014 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Lighting Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- S ecial Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Legends 07/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarged Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Compliance 7/18/2014 P001 P001 - Plumbing Schedules and Legends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 S203 - Roof Framing Details 7/18/2014 S301 S301 -Building Sections 7/18/2014 ---'o--b---r---------------------i)_-5--- --- U -o Z ui of a 0 N � - �--------------------- o-a--�-a---------------------------- o ---------- Q a 0 c N ,� o � i c w: c ;----------- C- - N of - a3 o -t 0 0 .n m 'o (n o m .� , N° as m 4 c4 3 c m m c , at °� � C9 c � �r�-- r,� r _ v------------------------ m'U)a) E L a o m , m N 7 N y ` O a) U ________ __ _ E a7 ' C ❑ � C � '_ L ' L a1 (n o to m O J 7J C7 N -�C- U___�__. _!q_- _-___.. ___ 0 CL O _ •C C 'O ' •p .O 6 m_ rn °7 ° ❑ _ .g m c rn a) LI O O '- O N i o Y� N �` — w , B j m M u_ m o aEi ° at LL 3° o m c °D m, y 3 �' w a o6 a 3 0'� O E v w d/) c a) in o C, ` ° a iS v a o ° m m° O c6 C ca w a a, G a ns 0' o °;a o z3 � o- a t`s a ° O ° c o _ U c _ --- --- °� °� m m _ c al >_ t__G__m__ N 7 a) ,r,�_____ .- N E al V F 6 m 6 +` C -___ __ ___° LLL__ ____ _____ _c p r N 3 a) OC ❑ .' , r n ❑ E i° �;cn o m rN - _______________ (D O m a a a a a L a a YS t5 tS t5 mm `m t5 Y5 t5 ti YS > : G Q Q!in C9 U) A? in <n 00 O O,Z> m 2 N OOO O o v o - O N m ( M O O oN r N N N N O O O o cN N N N N 0 .- r- � V V d' C <t d' � : a V V """ •7 <t V . 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'U a ) N'. m m 0 o' W 3 N v° m oof c, C 3 m O m U_ c .01 Q '� O m a C o ,Ej m o d a) a 8 U UO N r L NL a1 O (n " aD LLJ ❑ N! o o 3 -WT,' m" � C E' °' a) er C 0..C O N"�'c m Ql 4i' ((p� N > m O m C Ip Z m o as 'S m a � �:a>, m aE) .o ❑ a aai, O ,. oO O O O O O m Cl O O O O OO O e a O O p20 O '.. - (y O_O N co OO O O O m m m !, _o" _O fn '(n _O N (n !(5 :'(n L6 2 ; 05 o Q Q E E U) m C co a) N � c O w N U � Y j� _ C co E Q m Q N Oco— V ------- O ------------------------t6--------- of K -- -- ------ -- -- - - Q c — o _ LL ',� o - O c E o' 06 m L E' > m o O - m _ m Ln o - =L E -_ _ 0) •� CL p � oS m c� � E — m f7 ri o � - C9 _ e C E ° N a) —: lT N N� a) .- oS W LL a`r (O p a) E m C @ 0)! m 2� m c c m C7 c o o a O _ E �_ o ❑ CO) U U r� o o a Q� LL@ ,°' E �' c c Ly U@ w LL _= U O E O -E-- @ V L —q� m ° m -(D- a E > O r M O O 2 12r L LL W N c = 0) Lr_ 5 n E L I i6 . a) W 2 p c E ❑ .o n c @ m U — N 7 Np 7 wa) - LL 0'��06 0 n. m ' '� m ❑� c O -r� .E� -----_ (- � (Ly7j 2(yn j i1----- f a @ U d ---- -------- - ------ N >_ ------------------ ------------------ -- Q • Q : Y _(L`TO V' d" LO LO 0r`` r`l Nrg F- 0 U Ur@r@-rU o a) o am a) ma) a) a) a) m ' ' ' Q� rU (0 M V CUs M N � M NNmO N O N oM O tL MO rLrO O rLo rLO rLr`m( '. (N M: CO M r r r r r r m r r LO "..LO r r IO N N N LO r r r N U ti b G G b ci 6. b b b C c C a o n N a) a) a) (D : m a) N a) N a) N N a) a) a) a) a) @ @ @ @ @ @ @ @ @ @ @ @ @ -L--f (,) M O M t` ao a0 Ln ; N N V 0. 0 r N 4 N r' 00 a0 0. o N N r N N O N N 1� Ll') LT N N O (O r r ro 10 r r N N N N N Ln Un N N O O O C O O O . 0 C+d i 0 O OO O! 0,0 C; '. O O; O O O O O O O O O O O I O !o � O •. Q U O r M i LO O O M O r (D N LO O LO O r O m CO M O LO r N CO LO Co N N LO M r M O O r co M N LO N U I L � @ s � x LU U) N ' W ! CD .Y, U m m o N E n E 0 E Q 7 F Y m ❑a) a) . (D'cry ., o E m E E! m m c o m v w y @ 72 U c Lc ti N i� IIa) m G (=q LL C > c w U E N 2: Q oS LL yvt — m - (L N �! E : 6 f6 m a) c C j 7 p= a p c E m N T O of 7 m s: m N rn o C O fn 7' w L C �' m o v U ' aS 'C @ rn� 2 C7 �� LL� O a❑ a) T- E C 0) r. ` N tj) n@. 6 I E c c d �' E�� m aLLi :� ❑ '� o c c� U N o c rn a@,,� a@i C9 m° ° c O ui a °�� a)'m n c L o!o o •° E L a' N 7 c 7 C 7 w.co m❑ U' '�'a pli LL m: (� oS O c) . O U U •@ W N N d @ m' U w" LL o2S= c.— 3 :n'o L) a) a) n' g,5 O mm' -: @ m O @ 7 @ 7m O an d N O' N N 7 L ., N @ O Q E -O @ O .0 c c LL - (n a J a " U :� : cq c K F- d. : U a m w w 2 pJ - O 2 '� U Q LL d F- O O > Y 5c w O O m O IO O O N (n O O aO N n LO O N M O O LO dO tO T N M 0 O N co �OO mNO N mOM N mO;! MM CU Cl)M V} L O I) 0 O O '06 O O O ) _x 2 = co co aO a Fo c4C w , LL LL LL F- O E , N Q O U • •[GIOD191IT11 ' , Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CG0001 (10/01) or Equivalent) ® $2,000,000 General Aggregate ® $2,000,000 Products/Completed Operations Aggregate ® $1,000,000 Each Occurrence ® $1,000,000 Personal Injury and Advertising Injury • $ 100,000 Fire Damage Liability ® $ 5,000 Medical Expenses — Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability ® $1,000,000 Each Occurrence Worker's Compensation and Emplovers Liabilitv Insurance ® Statutory Limits ® Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability • $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Proiect Completion ® $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR ® $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. CERTIFICATE OF LIABILITY n THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(los) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ,ONTACT Producer's name and address INSURED Subcontractor name and address F! COVERAGES CERTIFICATE NIIMgER• raGira th>O.r IlnnQco. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOWTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VNTH TO WHICH THIS ,RESPECT CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. —___..._ ADD- SUBR -.. ------- LTR TYPE OF INSURANCE POLICY NUMBER POLICYOLICY EXP i IM o]YYYY LIMITS GENERAL LIABILITY' EACH OCCURRENCE 'DAMAGM $ 1 000 000 X COMMERCIAL GENERAL LIABILITY RENTEu PREMISES tEa occu rence� _, S 1 QO,OQQ CLAIMS-MADEF� OCCUR MED,EXP (Anyone person) Current policy# 09/01/2011 09/01/2012 PERSONAL BADV INJURY $ 1,000,000 GENERAL AGGREGATE s 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRO DUCTS -COMPIOP AOG S 2,O9,Q OOQI._._ � PRO- POLICY X T LOC ,, , - _ .__ S AUTOMOBILE LIABILITY I� �� I 51 G LAIT E( a aaident s 1.000,000 X ANY AUTO BODILY INJURY (Per person) $ ALL UTOS ED SCHEDULED I I f Current policy# 09/01/2011 09/01/2012 BODILY INJURY (Perawdent) $ PROPERDAMAGE TY Per accident NON -OWNED HIRED AUTOS AUTOS S S X UMBRELLA LIAR X OCCUR �� EACH OCCURRENCE S 1,000,000 EXCESS LIAR CLAIMS -MADE ± Current policy# 09/01/2011 09/01/2012 AGGREGATE S 1,000,000 i DED RETENTIONS 10,000. WORKERS COMPENSATION X VVC STATU- I OTH- AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNER/EXECUTIVE } TORY LIMITS ELI_ OFFICEIMEMBER EXCLUDED? El N1AJF Current policy# 09/01/2011 09/01/2012 E.L.FACH ACCIDENT-__, S 1,QOQ,000 E LyDISEASE,-.EA EMPLOYE, (Mandatory in NH) S 1 000 000 If yes. doscdbo tinderE.L. DISEASE - POLICY LIMIT S 1,000,000 FT� DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES,'(Atfach ACORD 101, Additional Remarks Schedule, It more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction are listed as Additional Insured per the Commercial General Liability coverage on a primary and non-contributory basis regarding above project provided by form CG2010 10/01 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction Company, Inc. and owner (except WC). v �r� i �rwn � c nvt-v �r< \+HIV t,CLLH I IV1V Beniton Construction Company, Inc. P.O. Box 838 Meridian, ID 83680 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Original Signature ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marls of ACORD TM DocumentA132 009 Standard Form of AgreementBetween Owner • Contractor,• •Manager as Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In words, indicate day, month and year:) ADDITIONS AND DELETIONS: BETWEEN the Owner: The author of this document has added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Overhead Door, Inc. has added necessary information 621 Allumbaugh and where the author has added to or Boise, ID 83704 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop 3401 N. Ten Mile Road This document is intended to be used Meridian, ID 83642 in conjunction with AIA Documents A232M-2009, General Conditions of The Construction Manager: the Contract for Construction, (Name, legal status, address and other information) Construction Manager as Adviser Edition; B132TI.1-2009, Standard Beniton Construction Co., Inc, Form of Agreement Between Owner and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal status, address and other information) AIA Document A232TM-2009 is CTA, Inc. adopted in this document by 800 West Main Street, Suite 800 reference. Do not use with other Boise, ID 83702 general conditions unless this document is modified. The Owner and Contractor agree as follows, AIA Document A132TIl — 2009 /formerly A101 Th1CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties, unauthorized reproduofion or distribution of this AIAO Document., or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under / the law, This document was produced by AIA software at 13:12:32 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1095844207) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS itions of the Contract (General, Supplementary and other The Contract Documents consist of this Agreement, Cond ior to execution of this Agreement, other documents listed Conditions), Drawings, Specifications, Addenda issued pr in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #10: Overhead Doors — Provide all labor, materials, tools and equipment necessary to complete the Overhead Doors in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP #10. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it dimers fi•o/n the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document All 321'^ — 2009 formerly All 01 TIICMa —1992). Copyright ©1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights 2 Init. reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t�the law. This document was produced by AIA software at 13:12:32 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1095844207) User Notes: § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of connnenceznent. If appropriate, insert requh•ements for earlier Substantial Completion of cer tairz portions of the Work.) Per Exhibit "C" Portion of the Work Substantial Completion Date BP #10: Overhead Doors March 27, 2015 subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failzn•e to achieve Substantial Completion on tune or for bonz+s payments for early completion of the Work.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate boa:.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 beloll,. Based on the selection above, also complete either- Section 5.1.4, 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be Thirty Nine Thousand Four Hundred Sixty Five and No/100 Dollars ($ 39,465.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the m+mbers or• other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other - alternates showing the amount for each and the date when that amount exph•es.) N/A § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit ($0.00) N/A § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allowance and state exclusions, if any, fr•orn the allowance price.) AIA Document A132'"I — 2009 (formerly A101 T"CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights 3 Init. reserved. viANING: This AIA` Document is protected by U.S. Copyright Law and International' treaties. Unauthorized reproduction or distribution of this reserved. Document, or any portion u it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:12:32 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for (1095844207) resale. User Notes: Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or local lcnils pray require payment within a certain period of time.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 "/%). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; 2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AIA Document A132TM — 2009 formerly A101 T11CMa —1992). Copyright ©1975, 1980, 1992 and 2009 by The American institute or tArcnitects. rw nunw Init. reserved. WARNING: This AIA Document is protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 4 this Ale Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under ti�the law. This document was produced by AIA software at 13:12:32 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1095844207) User Notes: .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resultingfrom the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties rnurtually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution belolt,, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jr)•isdiction.) AIA Document Al 32 — 2009 formerly A101 "CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. Document l32 This Ale Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 5 res rved Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:12:32 on 08/29/2014 under Order No.5637907229_1 which expires on 01106/2015, and is not for (1095844207) resale. �/ User Notes: [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if arty.) (paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Name, address and other information) Overhead Door, Inc. Rob James 621 Allumbaugh Boise, ID 83704 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.8 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document A132M — 2009formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights 6 Init. reserved. WARNING: This AIA' Document is protected by U.S. copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:12:32 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1095844207) CCC�� User Notes: § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here arty additional documents which are intended to forrrr part of the Contract Documents. AIA Document A232-2009 provides that bidding requirements such as advertisement or imitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article I 1 of AIA Document A232-2009. (State bonding requirements, if any, and limits of liabilithfor insurance required in Article 11 ofAIA Document A232-2009.) Limit of Liability Type of Insurance or Bond or Bond Amount Insurance per attached Exhibit "I" 100% of the Contract Amount (see Supplementary Instructions Payment &Performance Bonds to Bidders for delivery requirement) AIA Document A132T"' — 2009formerly A101 T"'CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights w and International Treaties. Unauthorized reproduction or distribution of Inst. reserved. WANING: This AIA` Document Is protected by U.e Copyright t a this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:12:32 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1095844207) User Notes: A ---i- is entered into as of the day and year first written above. This gree _2 -4 OWNER gna tre) (Printed nam �andtitle) CONTRACT gnatuare) (Printed name and title) - 9 formerly A101T'1CMa— 1992). Copyright@ 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights AIA Document Copyright i-aw and International Treaties. Unauthorized reproduction or distribution of Init. IA' Document is protected by U.S.,COP' uted to the maximum extent possible under reserved. WARNIM This ' d rrhoinal penalties, and will be prosec this Ale Document, or any portion of it; May result in severe civil an der No.5637907229 I which expires on 01/06/2015, and isnot for the law. This document was produced by AIA software at 13:12:32 on 08/29/2014 under Or (1095844207) 06 resale. User Notes: Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility Invitationto Bid ................ ........................................................................ ............ ...... ...1-1 1-4 Noticeto Bidders....................................................... ................................................... ALTERNATES................................................................. AIA A701 Instructions to Bidders...................................................................................1-6 PRICE AND PAYMENT PROCEDURES ......................... Supplemental Instructions to Bidders .............................. ........ ........................ ............. 1-4 BidForm Table of Contents .... .................................................................................... ..1-1 BidForms...................................................................................................................1-40 REFERENCES................................................................ ProjectSchedule..........................................................................................................1-3 AIA Al 32 Standard Form of Agreement Between Owner and Contractor .....................1-8 Supplementto Agreement............................................................................................1-2 015000 AIA A232 General Conditions of the Contract....................................................... ...... 1-43 Supplementary Conditions........................................................... ................................. 1-5 1-1 Exhibit I — Insurance Requirements .................. ........................................................... 017300 Contractor's Affidavit Concerning Taxes.......................................................................1-1 017320 Public Works Contract Tax Report WH -5 1-2 SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK .................................................... 012300 ALTERNATES................................................................. 012900 PRICE AND PAYMENT PROCEDURES ......................... 013100 PROJECT MANAGEMENT AND COORDINATION......... 013300 SUBMITTAL PROCEDURES ........................................... 014200 REFERENCES................................................................ 014500 QUALITY CONTROL....................................................... 015000 TEMPORARY FACILITIES AND CONTROLS.. ............... 016000 PRODUCT REQUIREMENTS ......................................... FORM SUBSTITUTION REQUEST FORM ................................. 017300 EXECUTION.................................................................... 017320 CUTTING AND PATCHING ............................................. 017700 CLOSEOUT PROCEDURES ........................................... ................ ............... 1-2 ...............................1-1 ..................................1-4 ...............................1-4 ...................................1-2 ................................1-4 ...................................1-4 ...................... ............ 1-9 ...............................1-2 ................ ............ ...1-1 .........................1 -6 ...............................1-3 .................... ........ 1-6 DIVISION 02 — EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION ............................... ................. ....................... .........1-5 DIVISION 03 — CONCRETE 033000 CAST -IN-PLACE CONCRETE.............................................................................2 033543 POLISHED CONCRETE FINISHING.................................................................1-2 DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY ............. ...................................................... .......1-13 TABLE OF CONTENTS 1 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 05 — METALS 051200 STRUCTURAL STEEL FRAMING.......................................................................1-6 052100 STEEL JOIST FRAMING.....................................................................................1-5 053100 STEEL DECKING............................ ..................................... I........ 054000 COLD-FORMED METAL FRAMING................ ................................................... .1-8 1-6 055000 METAL FABRICATIONS............................................. ................. ............. .......... 055119 METAL GRATING STAIRS....................... ...... ............................................. ........1-4 055213 PIPE AND TUBE RAILINGS................................................................................1-5 DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY....................... ................ ...... ............1-2 DIVISION 07 — THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING......................................................... ....1-3 1-4 072100 THERMAL INSULATION ......................... ROOF PANELS 1-7 074113.16 STANDING-SEAM METAL ........................................................ 074213.53 METAL SOFFIT PANELS ................................ .........1-2 077253 SNOW GUARDS........................................................................................ .........1-7 079200 JOINT SEALANTS................................ ...................................................... DIVISION 08 — OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES................................ ..........................1-7 083113 ACCESS DOORS AND FRAMES.................................. ........................................ ............ 1-6 . 083323 OVERHEAD COILING DOORS...........................................................................1-3 . . ...... ....... 086200 UNIT SKYLIGHT................................................... •• DOOR HARDWARE (DESCRIPTIVE SPECIFICATION).................................. 1-12 087111 1 7 088000 GLAZING................................................................................ ........................... DIVISION 09 — FINISHES 092216 NON-STRUCTURAL METAL FRAMING..............................................................1-5 1-3 092900 GYPSUM BOARD........................................................................I..................... 093013 SF CERAMIC TILING............... . ......1-3 095123 ACOUSTICAL TILE CEILINGS.................. ................................................... ACCESSORIES............................... 1-3 096513 RESILIENT BASE AND .............................. 1-3 099113 EXTERIOR PAINTING...................................... ...... .......................... . .................. 1-4 099123 INTERIOR PAINTING................................... ....................................................... DIVISION 10 — SPECIALTIES 102600 WALL AND DOOR PROTECTION...................................................... 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES...............................................1-3 1-3 104416 FIRE EXTINGUISHERS............ .................... .......................... .................. .......... 105113 METAL LOCKERS.................................. I................... I................. DIVISION 11 —EQUIPMENT NOT USED DIVISION 12 — FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS ................... COUNTERTOPS 123623.13 PLASTIC-LAMINATE-CLAD ....................................................1-4 2 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 — SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED DIVISION 15 — 21 (NOT USED) VOLUME 2 OF 2 DIVISION 22 — PLUMBING 221113 FACILITY WATER DISTRIBUTION PIPING........................................................1-7 221116 DOMESTIC WATER PIPING...............................................................................1-7 221119 DOMESTIC WATER PIPING SPECIALTIES.......................................................1-8 221123 DOMESTIC WATER PUMPS..............................................................................1-4 221313 FACILITY SANITARY SEWERS........................................................................-16 221316 SANITARY WASTE AND VENT PIPING...........................................................1-16 221319 SANITARY WASTE PIPING SPECIALTIES_ .....................................................1-8 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING...........................................1-10 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 221519 223400 FUEL -FIRED DOMESTIC WATER HEATERS.................................................... 224000 PLUMBING FIXTURES..................................................................................... 111 224500 EMERGENCY PLUMBING FIXTURES................................................................1-5 224700 DRINKING FOUNTAINS AND WATER COOLERS .... ............. ........................... 1-5 DIVISION 230500 23 — HVAC COMMON WORK RESULTS FOR PLUMBING AND HVAC...... ...................... 230523 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING .......••••.••••......1-5 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC... ............................... .. IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230553 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC.....................................1-5 230700 HVAC INSULATION ....................................... ..................................................... 1-9 231123 FACILITY NATURAL-GAS PIPING....................................................................1-17 233113 METAL DUCTS.................................................................................................1-13 1-10 233300 AIR DUCT ACCESSORIES...................................................... ......................... 1-6 233423 HVAC POWER VENTILATORS ............ ............................................................... 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 1-5 233813 COMMERCIAL -KITCHEN HOODS............................................................. ......... 234100 PARTICULATE AIR FILTRATION........................................................................1-2 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 235400 FURNACES.........................................................................................................1-6 235533 FUEL -FIRED UNIT HEATERS.............................................................................1-4 236200 PACKAGED COMPRESSOR AND CONDENSER UNITS...................................1-4 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR UNITS................................................................................................................. 1-9 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 26 — ELECTRICAL SITE CLEARING .......................... 260500 COMMON WORK RESULTS FOR ELECTRICAL...............................................1-5 312319 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES .... ........1-3 1-5 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 321313 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS...............................................1-6 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH 1-11 STUDY................................................................................................................1-7 262200 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 262726 WIRING DEVICES...............................................................................................1-5 262813 FUSES .............................. ........................................... ........................... ............ 1-3 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS.........................................1-5 262913 ENCLOSED CONTROLLERS.............................................................................1-5 265100 INTERIOR LIGHTING..........................................................................................1-8 DIVISION 27 — COMMUNICATIONS SITE CLEARING .......................... 270500 COMMON WORK RESULTS FOR COMMUNICATIONS....................................1-4 312319 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS ................................... ..... 1-5 271300 COMMUNICATIONS BACKBONE CABLING......................................................1-8 321313 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY... 283100 FIRE DETECTION AND ALARM.......................................................................1-11 1-11 DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK 311000 SITE CLEARING .......................... 312000 EARTH MOVING .......................... 312319 DEWATERING ............................. DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING ....................... 321313 CONCRETE PAVING ................... DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING ADDENDUM NO. 1, dated 7/31/14 ................................. ..........................1-4 1-8 1-2 ............... .......... 1-5 .1-5 .......................1-6 ............................. 1-17 TABLE OF CONTENTS 4 WWTP Maintenance Facility 3401 N. Ten Mile, Meridian,'D 83642 Exhibit SHEET # A100 CONSTRUCTION DRAWINGS DESCRIPTION A100 - Wall and Horizontal Assembly Details DATED 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - Building Sections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 A501 - Finish Plan 07/18/2014 A601 A601 - Door and Window Schedules and Details 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 C1-101 Site Demolition Plan 07/18/2014 C3-101 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Lighting Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Legends 07/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarged Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Compliance 7/18/2014 P001 13001 - Plumbing Schedules and Legends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 S203 - Roof Framing Details 7/18/2014 S301 IS301 - Building Sections 7/18/2014 C: E- U U�, a a o ----------------- U r(fl N C r ___________ _�- i ` L O y O O :2 O UYrnm) 0 �)• (an ; a)c7 U ------------ -------------- - __ ____------ . - - ° E ° atf)O `_ ' E m;� �' v@ O ,� o;o c v c a) N m C O U �- -O c- ° @ c a- c�. a t _a rn v @ c 5 �' m ° o o@ c� o11 2 c_ �cEi - •° - a� @ m 0 o _ W - d1 m'� C 0 2 E a� °, o ci 3 E �jc Q o (0 m c° o >O N W v a1 otf @ UJ - �- i- , O {i ----'0--7---- - -_-_ _tY -.6 _C __ N ----- - _.____ ___._.S. =O� O 5� a CL o EC l L @° O U CL, a rn E i5 - O @ a� @ r °o c D @ v a 1 c O m LL _ a • L 0 •� E '% u w J _ �__________________ _ @ C C O@LO 4 Q cr V N d' d. 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O O 06 p) O O O N O N N a) o O O i N N N M M N Cl) C O M O V' CIO 0 m m (0 C a) E a) _rn U) N -p m ❑ m 2 C,5 LL N O N o' m c o C 00 LLJ O 6 °) v LL a) - N cn NI C a) m o m rn c c E g',8 O U ❑ 0;U N CL ° c E c fl.. N C 7 : 2 O .II Z) 78 a) t 2 C7 N ` (p a E c U v c U- oo m E m; 'c -a : a) @ a1)) 3:a�6i C C7 m ' $ - LL O � N C N C7 1 l6 06 �. L O. C C E C L . d 2 N CL .c a) m o p M> a) c o rn - s azCL O O O CLL W O O O 06 p) O O O N O N N a) o O O N N N M M N Cl) C O M O V' CIO m,m, m m m,B c w LL LL O (0 C a) E a) N m E, 2 C,5 LL N O N �1 L U 5 C 00 LLJ O 6 °) v LL a) - N cn NI m o m rn c c E g',8 U ❑ 0;U O N O 'o O N o 00 N N N N N Lo N N N O m I m CO m'.,m m m I m m m ) m Q N 1' CL INSURANCE REQUIREMENTS F•WORKING WITH BENITON CONSTRUCTIONCOMPANY & CITY OF MERIDIAN Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CG0001 (10/01) or Equivalent) • $2,000,000 General Aggregate • $2,000,000 Products/Completed Operations Aggregate • $1,000,000 Each Occurrence • $1,000,000 Personal Injury and Advertising Injury • $ 100,000 Fire Damage Liability • $ 5,000 Medical Expenses — Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability • $1,000,000 Each Occurrence Worker's Compensation and Employers Liability Insurance • Statutory Limits • Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability • $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Project Completion • $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR • $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. DATE (MMIDDIYYYY) AC40RO� CERTIFICATE OF LIABILITYINSURANCE INFORMATION ONLTHIS CERTIFIATE IS ISSUED AS A MATTR OFCERT F CATECDOES NOT AFFIRMAT VE YEOR NEGATIVELY AMENDY EXTEND OR ALTER AND CONFERS NO RIGHTS COVERATE HOLDER. TIS GE A FORDEDABY THE POLICHES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). N ACT � PRODUCER NAPNME: I ' � f1NF I .let(` Nnl• Producer's name and address INSURED Subcontractor name and address D COVERAGES CERTIFICATE NUMBER: OF HAVE BEEN TION ISSUED TO ,.�.... E INSURED .� .._...__ MENT WITH RESPECT TOLWHICH PERIOD To OF ANY CNOTWITHSTANDING ANYIREQUIREMEES NNTERM ORDCOND CONTRACT OR OTHER DOC DESCRIBED HEREIN IS SU@JECT TO ALL THE TERMS, INDICATED. CIS ATED. OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES CERTIFICATE MAY BE ISSUED POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID EXCLUSIONS AND CONDITIONS OF SUCH PouC SIMS LIMITS ILTR �_: �sn ..-- TYPE OFINSURANCE POLICY NUMBER MMIOD/YYYY ` M OD ' EACH OCCURRENCE S 1,,000 00Q _— ,.,-- LIABILITY ' .'. ISA-F71AG`!;1` Rl:NTE6� .PREMS 5,�Eaoccurrencej S 1QO,QOO �___ COMMERCIAL GENERAL LIABILITY - ^i ^ MED EXP (Any one person) SCLAIMS-MAGE TGEINERAL OCCUR Current policy # 09101/2011 09101/2012 PERSONAL a ADV INJURY s 1,000,000 GENERAL AGGREGATE S 2,000,000 PRODUCTS , COMPlOP AGG 5 2,000,O_QO GEN'L AGGREGATE LIMIT APPLIES PER: S 17 POLICY X PRO• LEC i Ea t I LI S 1 000.000 AUTOMOBILE LIABILITY 1 . BODILY LY INJURV (Per person) S BODILY INJURY (Per accident) S X ANY AUTO ED SCHEDULED ( A TOS Current policy # ` 09101/2011 09101/2012 PROPERTY pAMAGE '- ....—.. S - AUTO .Dry NON -OWNED Per accident HIRED AUTOS AUTOS $ X EACH OCCURRENCE S 1,000 000 X UMBRELLA UAB OCCUR �! Current poli # 09101/2011 09/01/2012 AGGRE_GA_T_E __ S 1,000 000 - _ EXCESS LIAR CLAIMS•MADE . $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY` ANY PROPRIETOR/PARTNERIEXECUTIVE Y0 N I OFFICEIMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under _ 09/01/2011 109/01/20121 E.L. EACH ACCIDENT___ $ .1 S1 I DESCRIPTION OF OPERATIONS ILOCAitDNS I VEHICLES i"ach ACORD 101, Additional Remarks Schedule, If more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction contributory basis regarding above project provided by form are listed as Additional Insured per the Commercial General Liability coverage on a primary and non ompany, Inc. and owner (except WC). CG2010 10/01 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction C CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Beniton Construction Company, Inc. ACCORDANCE WITH THE POLICY PROVISIONS, P.O. Box 838 AUTHORIZED REPRESENTATIVE Meridian, ID 83680 Original Signature ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD *,,,,AIA Document A132 TM -2009 Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In words, indicate day, month acrd year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from the author and should be reviewed. A and the Contractor: legal address and other information) vertical line in the left margin of this (Name, status, document indicates where the author has added necessary information D&A Glass Co., Inc. and where the author has added to or 2667 S. Victory View Way deleted from the original AIA text. Boise, ID 83709 This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop This document is intended to be used 3401 N. Ten Mile Road in conjunction with AIA Documents Meridian, ID 83642 A232TM-2009, General Conditions of the Contract for Construction, The Construction Manager: Construction Manager as Adviser (Name, legal status, address and other information) Edition; B132Tm-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc. and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal status, address and other information) AIA Document A2321M-2009 is adopted in this document by CTA, Inc. reference. Do not use with other 800 West Main Street, Suite 800 general conditions unless this Boise, ID 83702 document is modified. The Owner and Contractor agree as follows. AIA Document A132TM — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights 1 Init. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under I the law, This document was produced by AIA software at 13:13:07 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1970557026) User Notes: TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION B MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated. agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #11: Storefront — Provide all labor, materials, tools and equipment necessary to complete the Storefront in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP #11. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs fi-o/n the date of this Agreement or, if applicable, state that the date 11411 be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document A132Tm — 2009 formerly A101 T11CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA' Document Is protected by U.B. Copyright Law and international Treaties. Unauthorized reproduction or distribution of 2 this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:13:07 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1970557026) User Notes: § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days fi•om the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated lvith the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) Per Exhibit "C" Portion of the Work Substantial Completion Date BP #11: Storefront March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failtim to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate box.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 below. Based on the selection above, also complete either Section 5.1.4, 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be Five Thousand Six Hundred Nine and No/100 Dollars ($ 5,609.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other• identification of accepted alternates. If the bidding or proposal documents perrrnit the Owner to accept other- alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) N/A § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantic) limitations, if any, to which the unit price 1t ill be applicable.) Item Units and Limitations Price per Unit ($0.00) N/A § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allolvance and state exclusions, if an)� f -om the allowance price.) AIA Document A132TM — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute or Hrcnitects. Hu nynts Init. reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 3 this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:13:07 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1970557026) User Notes: Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or local laths may require payment within a certain period of time.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AlA Document A132111— 2009 (formerly All 01 Tti'CMa —1992). Copyright ©1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Inst. reserved. WARNING: This AIA` Document is protected by U.S, Copyright Law and International Treatles. Unauthorized reproduction or distribution of 4 nal pnalties, and will be tthis AIADocument, or any portion of it,he law.cThis document was produced by A Aasoftwarle t 13:13 07in severeivil an 08/29/20and 14 under Order No 56379072295ec 1 whi ht xpi es onthe € MUM 1% extent6/2015 ndsble is� not forder t resale. (1970557026) User Notes: .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resultingfrom the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when 1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties rmrtually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a corrr•t of competentfn•isdiction.) AIA Document A132TM' — 2009formerly A101TMCMa — 1992). Copyright V 19tb, 19uu, roaz anu zvwa vy „� _...-._ _....-.... 5 tected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of Init. reserved. WARNING: This AIA' Document is pro tthis he IATA' Document, or any poron his document was produced f i AIA software at 13:13:07 in severe y res'onl 08 29/2014 rider Order No 5637 07229_1and criminal penalties, and will be cwhi huted texpies on 01/06/2015 extent and not forder t resale. (1970557026) User Notes: [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert fate of interest agreed upon, if any.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Name, address and other information) D&A Glass Co., Inc. Denise Alter 2667 S. Victory View Way Boise, ID 83709 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: NIA ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document A132T'A — 2009 �formeriy A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights 6 Init. reserved. WARNING: This ABA" Document is protected by U.>. Copyright. Law and Inter,nnational Treaties. Unauthorized reproduction or distribution this AIA' Document, or any portion of it, nal penalties the lava. This document was produced by AIA may at 13:13:07in severe 'vil and on 08 29/2014 under Order No 5637 0722will be 91 which ecuted texpires on 01/06/2015, o the maximum andsis not forsible under resale. (1970557026) User Notes: § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either List the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the D•mvings here or refer to an exhibit attached to this Agreement) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Per Exhibit "A" Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents which are intended to form part of the Contract Documents. AIA Document A232-2009 provides that bidding requirements such as ackertisement or invitation to bid, Inplefrt of the Contract hsti-ii enumerated tto Bidders, n this Agreer�tent. They shornis and the uld be hsrted here's bid onlyifirate intended to be par Documentsf the unless Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * "-5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS d provide bonds as set forth in Article 11 of AIA Document The Contractor shall purchase and maintain insurance an A232-2009. (State bonding requirements, if any, and limits of liability for insurance required inArticle 11 of AIA Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" 100% of the Contract Amount (see Supplementary Instructions Payment &Performance Bonds to Bidders for delivery requirement) AIA Document A132TM — 2009 formerly A10111CMa —1992). Copyright ©1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA. Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 7 nal penalties, and will be prosecuted tthis Ate Document, or any 1he law. This document was produ6ced by AIA softwarlt in sere e at 1313 076vil and on OS 29/20164 under Order No.5637907229 1 whi htexpies ono the 01/06/2015, and iorn extent snot for under t (1970557026) resale. User Notes: Thi, Agreement is entered into as of the day and year first written above. OWNER h ure) (Printed naineand title) to0 TRACTOR (Signature) Vrinpted �natne �and titl�e�� 92 and 2009 by The American Institute of Architects. All rights AIA Document All 32Tm — 2009formerly CMa —1992). Copyright ©1975, 1980, 19 Init.ction or distribution of This Treaties, Unauthorized repro reserved. WARNING: Th s AIA' Document is protected by U.S.-C01 yright Law and International Treaties, portia on of it, my result in severe civil a d criminal penalties, and will be prosecuted to theimaximum 01/06/2015 , extent posissible not for under this Ale Document, or any under Order No,56379072291 which expres on and the law. This document was produced by AIA software at 13:13:07 on 08/29/2014 u (1970557026) resale. User Notes: Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility �I 1 TABLE OF CONTENTS ................. 1-1 Invitation to Bid ................................................... .......... ....... ......................................... 1-4 Notice to Bidders.......................................................................... AIA A701 Instructions to Bidders ......................... .................. ................ 1-4 Supplemental Instructions to Bidders................................................................... Bid Form Table of Contents......................................................................................................................................................................... 1140 Bid Forms........................................................... ....1-3 Project Schedule........................................... AIA A132 Standard Form of Agreement Between Owner and Contractor .....................1-8 1-2 Supplement to Agreement .................. ...................................... ............ ........................ 1-43 AIA A232 General Conditions of the Contract............................................................. ............1-5 Supplementary Conditions........................................................... ........ .... ........ Exhibit I — Insurance Requirements.......................................................... Contractor's Affidavit Concerning Taxes .......................... ....•........................................1-1 1 2 Public Works Contract Tax Report (WH -5) ....................... SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK... .....................................................................................1-2 ...1-1 012300 ALTERNATES................................................................................................. .................... .... ................1-4 012900 PRICE AND PAYMENT PROCEDURES .......... ........... COORDINATION 013100 PROJECT MANAGEMENT AND .............................................1-4 ....... 1-2 013300 SUBMITTAL PROCEDURES .......................................... ............................. . ...............1-4 014200 REFERENCES......................................................... ............................ .... 1-4 .......................................................... 014500 QUALITY CONTROL .................... ..... . CONTROLS 015000 TEMPORARY FACILITIES AND .....................................................1-9 PRODUCT REQUIREMENTS REQUEST FORM.....................................................................1.1 FORM SUBSTIT IT FORM 017300 EXECUTION........................................................................................................16 017320 COSEOUT 017700 CLOSEOUT PROCEDURES...............................................................................1-6 DIVISION 02 — EXISTING CONDITIONS .. 024116 STRUCTURE DEMOLITION..............................................................................1-5 DIVISION 03 — CONCRETE 033543 ACE CO 033000 CAST-IN-PLACE POLISH CONCRETE FINISH .................................................................1.112 DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY........................................................... ............ ...1-13 1 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 06 - METALS .............................1-6 051200 STRUCTURAL STEEL FRAMING................................................................. 1-4 052100 STEEL JOIST FRAMING................................................I....•• 053100 STEEL DECKING ........................... 054000 COLD-FORMED METAL FRAMING......................................••...•.............••• ....... 1-8 055000 METAL FABRICATIONS........................... ................................................. .........1-6 1-4 055119 METAL GRATING STAIRS.......................................... ........................................ ........ 1-5 055213 PIPE AND TUBE RAILINGS........................................................................ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 1-2 061053 MISCELLANEOUS ROUGH CARPENTRY............................••.••. DIVISION 07 - THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING............................................... .1-3 072100 THERMAL INSULATION ........................ ..........................................................1-4 ROOF PANELS 1-7 074113.16 STANDING-SEAM METAL ........................................................ 1-5 074213.53 METAL SOFFIT PANELS................................................ . .................................. 1-2 077253 SNOW GUARDS................................................................................................. 079200 JOINT SEALANTS...............................................................................................1-7 DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES...............................................•• ........1-7 1-3 083113 ACCESS DOORS AND FRAMES..................................................................... 083323 OVERHEAD COILING DOORS...........................................................................1-6 ..1-3 086200 UNIT SKYLIGHTS ............................... ........................................................... HARDWARE (DESCRIPTIVE SPECIFICATION)................................ 1-121 087111 DOOR 7 088000 GLAZING........................................................................................................... DIVISION 09 - FINISHES 092216 NON-STRUCTURAL METAL FRAMING................................................ ... .........1-5 1-3 092900 GYPSUM BOARD......................................................................I..................... 093013 SF CERAMIC TILING.................................................................................1-7 1-3 095123 ACOUSTICAL TILE CEILINGS........................................................................... 096513 RESILIENT BASE AND ACCESSORIES.............................................................1-3 099113 EXTERIOR PAINTING......................................................................1-4 099123 INTERIOR PAINTING...................................................................... ....... DIVISION 10 -SPECIALTIES 1-2 102600 WALL AND DOOR PROTECTION..................................• ................. 1-3 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES............. .................................. 104416 FIRE EXTINGUISHERS........................................................... ...........................1-3 105113 METAL LOCKERS.............................. ............................ .................... .................1-5 DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS .............. COUNTERTOPS 123623.13 PLASTIC-LAMINATE-CLAD ........................................••••••••••••1-4 2 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 — SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED DIVISION 15 — 21 (NOT USED) VOLUME 2 OF 2 DIVISION 22 — PLUMBING 221113 ......................................1-7 FACILITY WATER DISTRIBUTION PIPING .................. 1-7 221116 DOMESTIC WATER PIPING ................. . 221119 DOMESTIC WATER PIPING SPECIALTIES ........................ ..........................1-8 1-4 221123 DOMESTIC WATER PUMPS ................................................... ................. .......... 221313 SEWERS... FACILITY SANITARY ................1-16 221316 SANITARY WASTE AND VENT PIPING ......................................... ..................-16 221319 SANITARY WASTE PIPING SPECIALTIES........................................................1-8 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING ........................................... PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 221519 GENERAL -SERVICE FUEL -FIRED DOMESTIC WATER HEATERS ..................................................... 1-7 223400 224000 PLUMBING FIXTURES..................................................................................... FIXTURES 224500 EMERGENCY PLUMBING ................................................................1-5 AND WATER COOLERS............................................1-5 224700 DRINKING FOUNTAINS DIVISION 23 — HVAC COMMON WORK RESULTS FOR PLUMBING AND HVAC..............................1-11 230500 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING .................... ..1-5 230523 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC ............................... . 230553 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC .................................... 1-5 230700 HVAC INSULATION ........................ ................ .............................................. PIPING I............ ... ...1-9 1-17 231123 FACILITY NATURAL-GAS ......................... 1-13 233113 METAL DUCTS................................................................... 1-10 233300 AIR DUCT ACCESSORIES...................................................... ......................... 233423 HVAC POWER VENTILATORS...........................................................................1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 1-5 233813 COMMERCIAL -KITCHEN HOODS .... ................................ .................................. 1-2 234100 PARTICULATE AIR FILTRATION .............. .......................................................... 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 1-6 235400 FURNACES ........... ................... ............................................................... HEATERS ............. . ............................ ............ 1-4 235533 FUEL -FIRED UNIT ................................... PACKAGED COMPRESSOR AND CONDENSER UNITS ......................... 236200 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR 1 9 UNITS......... ............................. .............................. I..................... TABLE OF CONTENTS 5/14 Meridian Wastewater Treatment Plant (MWWTP) Maintenance Facility DIVISION 24 — (NOT USED) DIVISION 25 — (NOT USED) DIVISION 26 — ELECTRICAL ...............1-5 WORK RESULTS FOR ELECTRICAL 1-3 260500 COMMON LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 260519 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 260526 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260533 RACEWAYS FOR ELECTRICAL SYSTEMS ............................................... 260553 IDENTIFICATION OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH 1-7 260573 .. . STUDY......................................................................................................... 262200 LOW -VOLTAGE TRANSFORMERS.....................................................................1- .........1-4 262416 PANELBOARDS........................................................................................5 262726 WIRING DEVICES ..................................................... ........................1-3 262813 FUSES ................................................ ............. ........................... ENCLOSED SWITCHES AND CIRCUIT BREAKERS ................................ 1-5 262816 262913 ENCLOSED CONTROLLERS..............................................................................1-8 ......... 265100 INTERIOR LIGHTING................................................................................ DIVISION 27 — COMMUNICATIONS WORK RESULTS FOR COMMUNICATIONS....................................1-4 270500 COMMON COMMUNICATIONS EQUIPMENT ROOM FITTINGS .......................................11.8 271100 271300 COMMUNICATIONS BACKBONE CABLING ................................................. COMMUNICATIONS HORIZONTAL CABLING ......................... 271500 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 1-4 SAFETY AND SECURITY:::1-11 280500 COMMON WORK RESULTS FOR ELECTRONIC 283100 FIRE DETECTION AND ALARM........................................................... DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK .............1-4 311000 SITE CLEARING ............ ................. ....................................................................1-8 312000 EARTH MOVING.................................................................................... 312319 DEWATERING............................................................................... DIVISION 32 — EXTERIOR IMPROVEMENTS .............1-5 321216 ASPHALT PAVING............................................................................... 1-5 321313 CONCRETE PAVING.......................................................................................... DIVISION 33 — UTILITIES .......................1-6 334100 STORM UTILITY DRAINAGE PIPING .................................. ADDENDUM NO. 1, dated 7/31/14........................................................................................... 1-17 4 TABLE OF CONTENTS 1 3401 N. Ten Mile, Meridian, ID 63642 Exhibit CONSTRUCTION DRAWINGS SHEET DESCRIPTION DATED A100 A100 -Wall and Horizontal AssemblyDetails 07/18/2014 07/18/2014 A101 A101 -Floor Plan 07/18/2014 A102 _:T-1 02 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - Buildinq Sections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 A501 - Finish Plan Door Window Schedules and Details 07/18/2014 A601 A901 A601 - and A901 - Reflected Ceilin Plan 07/18/2014 C1-101 C1-101 Site Demolition Plan 07/18/2014 07/18/2014 C3-101 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Dia ram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 i E201 - First Floor Lhtin Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Li htin Com liance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- S ecial S stems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Le ends 7/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 -Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarcled Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Com liance Schedules and ds P001 - PlumbingLe en 7/18/2014 P001 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 6001 - General Structural Notes 7/18/2014 S101 6101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framina Plan 7/18/2014 S103 6103 - Roof Framinq Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing& Mezzanine Details 7/18/2014 S203 S203 - Roof Framin Details 7/18/2014 S301 S301 - Building Sections c O U c 0 .0 N m q) -1 ^V` W ..0 U U) U C O U I U C_ X W Q -----', � t5 t3 a aUi o aoi O 0,0 O O a a a a a 6- N N: O @ ) ia) aa) iq i C V V _ W LL m 2 _ E otS o s_ ° O n 'c J E ❑ �__@ O N N 7 c - C N - d N j ptS N ° 1 o LL .z N o. E rn c a n o n> N m L � ° LL r @ rn •. � _Eo-- L -_-�-m-�a� o❑- m L t9 ❑°+_ ° m'�u-Q Q ar o c@ g c c �--�----w -----�4�-`---�m@ O �a o o LL--@ M O 1'O to D Q �tf C> m @ m m C7 c o E a> N N U ❑@ W o LL C7 @ y r 3 m o_�. -- tL 2 o -----Ed IW a'nc ii m U Eco m W 2 -- O c @ t m L m 'O a o! $c c ' ° vu) o c •- '- ; W c a) ° c 0 CL m -`> c �:0 ❑ - - - - a -°c U' cl) c @ r E' r - m ' ' I U � U ' q) a) U U) U C O U I U X W IO d' N N N N cL co N N'. o Q Q W 0m r Lo N U U U N m M M N N LO .27 O- Lr) c @ LO N C Ur @ N @ @ @ @ @@ o; @ N @N U) C C N N N N N N N c@ a 5 N N N LL c 0 0 o O o c 0 N N N COV t , L N N m m N m N. m N m N_ m LL dS U '7 7 LL @ M r r c c M M c O M. N O M (O N d O O �� N N O o � > r N O o t N Lo N C N d O ,N a s C-4 U Cq O B Q h ®, LO N N N N N N N N N N 'U U V U CS U U U U U U C C C = = N N N N @ @ U N N N @ N N @ N N N N N @ @ -� @ -� N LL N LL LL LL LL LL c6 ❑ ❑ I? . ❑ ❑ ❑ i ❑ i ❑ ❑ ; ❑ ❑ : ❑ ❑ '', -� co O i In m co ao C7 M i r i r r '., r r c6 ' 'e0 N cV 'N N N( V� N N 'N N !N N N "° - O p �- r r r O. O 0 .- oa o _ 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0;0 0 0 0 0 0 0 M N O O M O O N o N O O M M O N o co N co N N N O N N a� ❑ m o c_ 5 E mC l6 N '.lL @ N N 7 � 7 N N N ED m .m m. 3 E; N LL C c E, C @ @ c Li a of 7 .) a°,0 � W ❑ U 06 _ IL O O O N_ m m m m m S @ c m c O C14 m O N m U) CO N c6 N O V% C O ol ❑ C FL � N E @ m 1= E N N 0, LD - ;5 o b _ Q 0 U W m a@i o N O O c0 O N N N LO (00 m m '... m LO N N N cL co N N'. o Q Q W 0m �C O O 04 N E m M M N N LO .27 O- Lr) m u') LO N C Ur ''.. N U` LL C E L' o; N C U) °[L p S` LL E m E e° K F- c@ a 5 a C) E FL Y m LL c 0 0 o O o c 0 N N N COV t , L N N m m N m N. m N m N_ m LL dS U 7 Q W 7 LL O N m U) CO N c6 N O V% C O ol ❑ C FL � N E @ m 1= E N N 0, LD - ;5 o b _ Q 0 U W m a@i o N O O c0 O N N N LO (00 m m '... m LO O co M N N N C a @ LL N .n U Q Q N w Y Q N N N cL co N Q O N O O 04 N : r ! N m M M N N LO .27 Lr) m u') LO N N '', N ''.. N N N{ N N O;o o; N C @ E O co M N N N C a @ LL N .n U Q Q N w Y Q V a) (6 IL N ,F c 0 N C @ E � _ c r c 0 cry o c 0 aEi c E 0 t , 7 L O ❑ ° E d dS U 7 Q W 7 LL @ m v c c a c c E 'm , c 3 3 Q iL 0 0 O > O o t N Lo N C N d O O a s C-4 U Cq O B Q h ®, V a) (6 IL REQUIREMENTS FOR WORKING WITH BENITON CONSTRUCTION c CITY OF MERIDIAN Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CG0001 (10/01) or Equivalent ® $2,000,000 General Aggregate ® $2,000,000 Products/Completed Operations Aggregate ® $1,000,000 Each Occurrence $1,000,000 Personal Injury and Advertising Injury ® $ 100,000 Fire Damage Liability ® $ 5,000 Medical Expenses — Each Person Limits must be on a "Per Project Aggregate'. City of Meridian and Beniton Construction Company must be listed quivalent). A copy of additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/O1), or Eq the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability. ® $1,000,000 Each Occurrence Worker's Compensation and Employers Liability Insurance ® Statutory Limits ® Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability ® $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Project Completion • $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR ® $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contracts) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. DATE (MMIDDNYYY) CERTIFICATE OF LIABILITY THIS ISCERTIFICATECERTIFICATE NOT AFFIRMATIVELY YERIGHTSR OF INFORMATION ONLY AND CONFERS NO CERTIFICATE AS A OR NEGATIVELY AMEND, EXTEND OR AL ER THE COVERAGE AFFORDED THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(los) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: ounuc FAX u,.,• Producer's name and address INSURED —" INSURER D Subcontractor name and address INSURER ET_ INSURER F: REVISION NUMBER COVERAGES CERTIFICATE NUMBER: DOCUMENT WITHRESPECT TO FU E WHICH PERIOD THNG POLICIESHICH HIS OF I SURANTERM ITHIS IS TO NDICATED, CNOTWITHSA_T ORDCOND CONDITION OFSANY CONTRACT OR OTHER NY POLICIES DESCRIBED HEREIN "1S SUBJECT TO ALL THE TERMS, BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE CERTIFICATE MAY SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLEXPS EXCLUSIONS AND CONDITIONS OF — — EFF uM175 y-�---_- ADDLSUBR LTR TYPE OF INSURANCE POLICY NUMBER MAVDDIYV'rY MM1DDlYYYY , EACH OCCURRENCE S 13000 000 GENERAL LIABILITY OI,, RE17TE PRE t ES�Ea occuRe ca) _§ 1009 X COMMERCIAL GENERAL LIABILITY (��n� ��,n'' CLAIMS -MADE r� OCCUR 1' ,i MEC3,%XP (Any ono porsan) $ 10 �QOI) ,,,{.,__ �- Current policy# 09!01!2011 09!01/2012 AERSONALBADVINJURY" _ S1,000,OOO_,.____ — - GENERAL AGGREGATE S 2,000,000 " PRODUCTS.. COMP/OP AGG $ 21Q09,0_OQ GEN'L AGGREGATE LIMIT APPLIES PER: S PRO - POLICY LOC POLICY X ttr------�� ", nU I G S 1000000 AUTOMOBILE LIABILITY ;.I I� I LY I INJURY (Perporson) $ BODILY X ANY AUTO BODILY INJURY (Per accadent) S ALL OWNED SCHEDULED 09/01/2011 09/01/2012 AUTOS AUTOS current J301ICY # -------- PROPERTY DAMAGE' $ _w NOWOWNED ! Per accident 5 HIRED AUTOS AUTOS -� X EACH OCCURRENCE S 1,000.000----- X UMBRELLA UAB OCCUR iii Current 011 09101/2011 09/01/2012 C p �--- AGGREGATE s 1,000.,0_00______ EXCESS LIAB CLAIMS -MADE;' 5 DED RETENTION $ t " VyC 57ATU- 0TH X TQ YII�IK+LTS '� R WORKERS COMPENSATION i AND EMPLOYERS' LIABILITYYINI ---- 09/01/2011 09/01 /2012 \f E L, EACH ACCIDENT _ $ 1 OOO QQO - _.. ANY PROPRIETORIPARTNER/EXECUTIVE Current policy OFFICE/MEMBER EXCLUDED? N, E.L. DISEASE_- EA EMPL_OY_E $ 1,000,000_ (Mandatoryin NH) � E.L DISEASE • POLICY LIMIT S 1,000,000 If yes, doscnee under CLEs�jA4ach ACORD 101, Additional Remarks Schedule, it more space Is required) DESCRIPTION OF OPERATIONS I LOCATIONS VEHI Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction ng ve project are listed 10/01 s Additional insured 10 01r(oraequivalent), mil General Subrogation applies in favor of the Beniton Construction ry and non-contribUtory iCompaniy, Inc. oand owner (except form Liability coverage on WC). CG2 3ERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Beniton Construction Company, Inc. ACCORDANCE WITH THE POLICY PROVISIONS, P.O. Box 838 AUTHORIZED REPRESENTATIVE Meridian, ID 83680 Original Signature ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD TMDocumentA132 -2009 Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In ivords, indicate day, month and year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Northwest Interiors, LLC has added necessary information 601 E, Karcher Road and where the author has added to or Nampa, ID 83687 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop This document is intended to be used 3401 N. Ten Mile Road in conjunction with AIA Documents Meridian, ID 83642 A232TM-2009, General Conditions of the Contract for Construction, The Construction Manager: Construction Manager as Adviser (Name, legal status, address and other information) Edition; B132TM-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc. and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal status, address and other information) AIA Document A232TM-2009 is adopted in this document by CTA, Inc. reference. Do not use with other 800 West Main Street, Suite 800 general conditions unless this Boise, ID 83702 document is modified. The Owner and Contractor agree as follows. AIA Document Al32TM — 2009 4formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. VVANNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 1 this AIA`' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under `t the law. This document was produced by AIA software at 13:11:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1920229711) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION g MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS itions of the Contract (General, Supplementary and other The Contract Documents consist of this Agreement, Cond Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package 912: Drywall & Metal Studs — Provide all labor, materials, tools and equipment necessary to complete the Drywall & Metal Studs in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP #12. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement or, if applicable, state that the date 11411 be fixed in a Notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document A132TM — 2009 formerly A101 T'"CMa — 1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. IV Document All' This AIA Document Is protected by U1 & Copyright Law and International Treaties, Unauthorized reproduction or distribution of 2 nal penalties, and will be prosecuted this AW the law. This document was produced f i , may reIA software at 13:11:44 suit in severe 'on 08 29/201vil and W4 under Order No.5637 07229 1 which ht expireo the s on 1/06/2015 extentmum and is poss6not for under �t� (1920229711) resale. User Notes: § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar- date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) Per Exhibit "C" Portion of the Work Substantial Completion Date BP #12: Drywall & Metal Studs March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insertprovisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on thne or for bonus payments for early completion of the Work.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate box.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 below. Based on the selection above, also complete either Section 5.1.4, 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be Thirty Four Thousand Six Hundred and No/100 Dollars ($ 34,600.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) N/A § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantic) limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit ($0.00) N/A § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allowance and state exclusions, if any, from the allowance price.) AIA Document A132M — 2009 formerly A101 TM"CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights 3 [nit. reserved. WARNING: This AW Document is protected by U.S. Copyright Law and International Treatles: Unauthorized reproduction or distribution of this ARAB' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the laver. This document was produced by AIA software at 13:11:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1920229711) User Notes: Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state of. local lcros may require payment within a certain period of time.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AIA Document A132TM — 2009 formerly A101 T'"CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights 4 Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and international Treaties. unauthorized reproduction or distribution of s Document, or any portion u t, may result in severe civil and erk-ninal penalties, and will be prosecuted to the maximum extent possible under this reserved. the iaw. This document was produced f iAIA software at 13:11:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for (1920229711) resale. User Notes: .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior• to Substantial Completion of the entire Work, to reduce or limit the retainage resadtirlgfi•orrl the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elselt,here in the Contract Documents, insert here provisions for• such redaction or limitation.) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Wofk, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document inion Maker. unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in wi-iting to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competentjin•isdiction.) AIA Document A132T'A — 2009 formerly Al01 T''"CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA � Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of rJ .n this reserved. Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced f i AIA software at 13:11:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for (1920229711) resale. User Notes: [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 rprovisions of the Contract or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest fi•om the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Name, address and other information) Northwest Interiors, LLC Mike Packard 601 E. Karcher Road Nampa, ID 83687 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document A132T'" — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. neat A 32 This 09 Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of 6 this AIA" Document, or any portion u it, rr is proleresulin severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the taw. This document was produced by AIA software at 13:11:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for (1920229711) resale. User Notes: § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions ofthe Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drcnvings here or refer to an exhibit attached to this Agreement.) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents it,hich are intended to form part of the Contract Documents, AIA Document A232-2009 provides that bidding requirements such as advertisement or imitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are notpart of the ContractDocinnents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * "-5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article I 1 of AIA Document A232-2009. (State bonding requirements, if any, and limits of liability, for insurance required in Article 11 of AIA Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment &Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132T^ — 2009 formerly A101 T''^CMa —1992). Copyright 9 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights 7 Init. reserved. WARNING: This AW Document is protected by U.S. Co ri ht Law and international Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties; and will be prosecuted to the maximum extent and is not for possible under st der No.5637907229_1 which expires on 01106/2015. the law. This document was produced by AIA software at 13:11:44 on 08/29/2014 under Orcp(1920229711) resale. User Notes: Init. This Agreement is entered into as of the day and year first OWNER (Sign tA (Printed name aidtitle) written above. CONTRACTOR (Signature) (Printed name and title) AIA Document Al 32 VA — 2009 formerly Me — 1992). Copyright (D 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AW Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under thlAw- This document was produced by AIA software at 13:11:44 on 08/29/2014 under Order No,5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1920229711) Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility Invitation to Bid ........................................... ........................... ........ .............. ........... .... ..1-1 Noticeto Bidders..........................................................................................................1-4 1-6 AIA A701 Instructions to Bidders . ................................................. .................... ............. Supplemental Instructions to Bidders...........................................................................1-4 1-1 Bid Form Table of Contents........................................................................................1 40 BidForms................................................................................................................... ProjectSchedule................................................................................................ AIA A132 Standard Form of Agreement Between Owner and Contractor ........1-3 .....................1.8 Supplement to Agreement........................................................................................ AIA A232 General Conditions of the Contract.............................................................1-43 Supplementary Conditions............................................................................................1-5 1-1 Exhibit I — Insurance Requirements ........ ..................................................................... 1-1 Contractor's Affidavit Concerning Taxes... .................................................................... 1-2 Public Works Contract Tax Report (WH-5)................................................................... SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK........................................................................................1-2 012300 ALTERNATES.....................................................................................................1-1 AND PAYMENT PROCEDURES.............................................................1-4 012900 PRICE 013100 PROJECT MANAGEMENT AND COORDINATION ............................. ................ 1-4 013300 SUBMITTAL PROCEDURES .............................. ........................................... ...... 1-2 014200 REFERENCES....................................................................................................1-4 014500 QUALITY CONTROL...........................................................................................1-4 015000 TEMPORARY FACILITIES AND CONTROLS.....................................................1-9 016000 PRODUCT REQUIREMENTS.............................................................................1-2 1-1 FORM SUBSTITUTION REQUEST FORM .................. ................................................... 017300 EXECUTION........................................................................................................1-6 017320 CUTTING AND PATCHING.................................................................................1-3 1-6 017700 CLOSEOUT PROCEDURES ................... ............................................................ DIVISION 02 — EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION................................................................................1-5 DIVISION 03 — CONCRETE 2 033000 CAST -IN-PLACE CONCRETE............................................................................. 1-2 033543 POLISHED CONCRETE FINISHING................................................................. DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY..........................................................................1-13 TABLE OF CONTENTS 1 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 05 — METALS 1-6 051200 STRUCTURAL STEEL FRAMING...................................•.•.••••....•...••••••• .................. ........1-4 052100 STEEL JOIST FRAMING............................................................................. 053100 STEEL DECKING ........................... 054000 COLD -FORMED METAL FRAMING..............................•..•••••••.......••.•.••••••••••.•••••1-8 055000 METAL FABRICATIONS..................................................1-4 .........1-6 055119 METAL GRATING STAIRS ............ ........ .............................................................. 1-5 055213 PIPE AND TUBE RAILINGS........................................................................ DIVISION 06 —WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY ........ ................... ...... ...... ..................1-2 DIVISION 07 — THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING....... ...................... ...................... ................ ........1-3 072100 THERMAL INSULATION ....................................................................................1-4 ROOF PANELS 074113.16 STANDING -SEAM METAL ........................................................1-7 1-5 074213.53 METAL SOFFIT PANELS ................. ................... ................................................ 1-2 077253 SNOW GUARDS ................... ................................................. .............................. 079200 JOINT SEALANTS...............................................................................................1-7 DIVISION 08 — OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES .................................... ......................1-7 083113 ACCESS DOORS AND FRAMES ....... ......................................................... ........1-3 083323 OVERHEAD COILING DOORS .................................................. .........................1-6........ 112 086200 UNIT SKYLIGHTS........................................................ ................................... DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) .........................•.......• 1 087111 ................. 1 7 088000 GLAZING.............................................................. ................. ...... I ....... DIVISION 09 — FINISHES 092216 NON-STRUCTURAL METAL FRAMING..............................................................1-5 1-3 092900 GYPSUM BOARD............................................................................................ 093013 SF CERAMIC TILING ........... ............................ ................ ..........................1-7 1-3 095123 ACOUSTICAL TILE CEILINGS............................................................................ 096513 RESILIENT BASE AND ACCESSORIES ............... .1-3 099113 EXTERIOR PAINTING ............................. I_ ........................ . 099123 INTERIOR PAINTING ........................................ ...................................... ............1-4 DIVISION 10 —SPECIALTIES 102600 WALL AND DOOR PROTECTION .................... ACCESSORIES...............................................1-3 102800 TOILET, BATH, AND LAUNDRY 1-3 104416 FIRE EXTINGUISHERS ....................... .................... .............. ............................. ............1-5 105113 METAL LOCKERS ......................... .................... .................... .................. DIVISION 11 — EQUIPMENT NOT USED DIVISION 12 — FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS ................... COUNTERTOPS 123623.13 PLASTIC -LAMINATE -CLAD .....................................•••••••••••••••1-4 la TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 — SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED DIVISION 15 — 21 (NOT USED) DIVISION 22 — PLUMBING 221113 FACILITY WATER DISTRIBUTION PIPING........................................................1-7 1-7 221116 DOMESTIC WATER PIPING ..................................................... .......................... SPECIALTIES 221119 DOMESTIC WATER PIPING .......................................................1-8 221123 DOMESTIC WATER PUMPS..............................................................................1-4 1-5 221313 FACILITY SANITARY SEWERS ...................................................... .................... 1-16 221316 SANITARY WASTE AND VENT PIPING ................................ ........................... SPEC IALTIES 221319 SANITARY WASTE PIPING ...................................................... GENERAL -SERVICE COMPRESSED -AIR PIPI 1-10 221513 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 221519 223400 FUEL -FIRED DOMESTIC WATER HEATERS................................................."..111 224000 PLUMBING FIXTURES..................................................................................... FIXTURES 224500 EMERGENCY PLUMBING ................................................................1-5 AND WATER COOLERS............................................1-5 224700 DRINKING FOUNTAINS DIVISION 23 — HVAC COMMON WORK RESULTS FOR PLUMBING AND HVAC ... ........................... 1-11 230500 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING......................1-5 230523 SEISMIC CONTROLS FOR PLUMBING AND HVAC ............................... . 230549 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230553 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC ............................ ......... 1-5 1-9 230700 HVAC INSULATION ...... .................................... .................................................. PIPING 1-17 231123 FACILITY NATURAL-GAS ................................. 1-13 233113 METAL DUCTS................................................................ 233300 AIR DUCT ACCESSORIES...............................................................................1-10 .1-6 233423 HVAC POWER VENTILATORS ................ .......................................................... GRILLES 1-3 233713 DIFFUSERS, REGISTERS, AND ......................................................... 1-5 233813 COMMERCIAL -KITCHEN HOODS ............................... ....................................... 234100 PARTICULATE AIR FILTRATION........................................................................1-2 1-3 235100 BREECHINGS, CHIMNEYS, AND STACKS ................................................... ..... 235400 235533 FURNACES.........................................................................................................1-6 FUEL -FIRED UNIT HEATERS .................. . .........................................................1-4 236200 PACKAGED COMPRESSOR AND CONDENSER UNITS .......................... INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR 237423 PACKAGED, 1-9 UNITS................................................................................................................. 3 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility • •. DIVISION 26 — ELECTRICAL 260500 COMMON WORK RESULTS FOR ELECTRICAL..............................ES............1-5 312000 EARTH MOVING .......................... ......... ................................................ .... ..........1-8 LOW ELECTRICAL POWER CONDUCTORS AND CABLES............ 1-3 260519 260526 -VOLTAGE GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 321216 ASPHALT PAVING..............................................................................................1-5 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 ............. ...........1-5 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS ....................................... ........ 1-6 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH 260573 262200 STUDY................................................................................................................1-7 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 1-5 262726 WIRING DEVICES ........................... .................................................................... 262813 262816 FUSES................................................................................................................1-3 ENCLOSED SWITCHES AND CIRCUIT BREAKERS.........................................1-5 262913 ENCLOSED CONTROLLERS ......... ...................................... .............................. 1-5 1-8 265100 INTERIOR LIGHTING ................................................... ..... ................. ................. DIVISION 27 — COMMUNICATIONS COMMUNICATIONS....................................1-4 270500 COMMON WORK RESULTS FOR 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS........................................1-5 271300 COMMUNICATIONS BACKBONE CABLING ............................... .... ............... 1-8 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY...1-11 1-11 283100 FIRE DETECTION AND ALARM....................................................................... DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK 311000 SITE CLEARING.................................................................................................1-4 312000 EARTH MOVING .......................... ......... ................................................ .... ..........1-8 312319 DEWATERING....................................................................................................1-2 DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING..............................................................................................1-5 321313 CONCRETE PAVING ..... ............. ................................................ ............. ...........1-5 DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING ..................................................... ADDENDUMNO. 1, dated 7/31/14........................................................................................... 1-17 TABLE OF CONTENTS 4 T1 P Maintenance Facility 3401 N. Ten Mile, Meridian, Exhibit SHEET # CONSTRUCTION DRAWINGS DESCRIPTION DATED A100 A100 - Wall and Horizontal Assembly Details 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - Building Sections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 A501 - Finish Plan 07/18/2014 A601 A601 - Door and Window Schedules and Details 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 C1-101 Site Demolition Plan 07/18/2014 C3-101 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Lighting Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Legends 07/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarged Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Compliance 7/18/2014 P001 P001 - Plumbing Schedules and Legends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18%2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 S203 - Roof Framing Details 7/18/2014 S301 S301 - Building Sections 7/18/2014 C N n s�._ ---am__________________ -U - a-Z ----- 0 LO ___ ------------ -- -------' ________________N_ lb- o ------------ o C y--� L:) O to o @ ------._ rr E m IL 'o (1) o isCo 7 a) o c a) 2 6R -___ - _- __- -(D -_--_ • N U C @ O Of = C C -_______, � Ca 'OC 0) @ -N- O ---- -------- - -- 06O --C-____�-- C E S @t� @ 7 ❑ f @ n @ <-----L O N U 'O 7 O OL U) Q� ----- ---d -7 N- -- ¢ C-- - --L--- ----� --LLL'-3-d'' @ C N 0' @ p 0- Co Arn o E 3 E -,'o a O Co E O ❑-VN� ❑.VN O cn o d m o o • ' ° _ E 4 (b 0o a m 0)_ ------- a� -- �----- dVa) ----- vwaFL -• .o a) Z) LL aE m ° Co o Ea) a) o - ----- L ------------ -- -- ----- - o 7 u) LV vV n N V ac - m a) on a a a a) tvO m Q- vQd iw iOO:O O 2 6 n O O'OO O ❑ Z ❑i Q` NO ` O h ) O Oi c0 O NNNOiN N O a) a a a a vG ,m �0 ,lo Lf) v,� a) a) a) (D m a (n a) a :LL to tq (D to cn to tq to co : O O o000ozZ°Z° O N M ' M O V N N O • M 0 C) O O O o 00 00 O W L 7 N. ,L N O o M M c) -, O r O N O 6) .- O N e O N � � O N O O- N V -N • O O: O �- . 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Commercial General Liability (ISO Form CGO001 (10/01) or Equivalent) • $2,000,000 General Aggregate • $2,000,000 Products/Completed Operations Aggregate • $1,000,000 Each Occurrence • $1,000,000 Personal Injury and Advertising Injury • $ 100,000 Fire Damage Liability • $ 5,000 Medical Expenses — Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability • $1,000,000 Each Occurrence Worker's Compensation and Emplovers Liabilitv Insurance • Statutory Limits • Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability • $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Project Completion • $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR • $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. A4CR CERTIFICATE I I I INSURANCE DATE (MMlDDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(los) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; _ PHONE FAX A/C No); Producer's name and address IEA16__ INSURED INSURER B INSURER C Subcontractor name and address INSURER D COVFRAGFS L^FRTIIPICATF MIUUMVP, ociri 4kiilai do THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMFD ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS, SIJ$JECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR --s a- TYPE OF INSURANCE _�--'IADDL UBR POLICY EFF POLICY EXP LTR 1INSR WVO POLICY NUMBER MM/DD/YYYY i MWOD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 OOQ 000 X COMMERCIAL GENERAL LIABILITY DAMATQRI=NTTEO PREMISES_{Ea occugencej S 1 QQ,QQQ CLAIMS -MADE � OCCUR �X i MED EXP (Any one parson) S 10 000 PERSONAL 8 ADV INJURY . S,1,000000 Current policy It 09/01/2011 09/01/2012 GENERAL AGGREGATE s 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMP/OP AGG _ _ $ 2, 09Q 09 POLICY X PRO- RO- LOC QT _y .. S AUTOMOBILE -- X LIABILITY �.�� I `i 0 IN 51 GAir SEa aaideng 5 1,000,000 BODILY INJURY (Per person) S ANY AUTO ! ALL OWNED SCHEDULED -mi AUTOS I I Current olio # p. y 09/01/2011 09/01/2012 BODILY INJURY Por accident ( -� $ - - NON-OAUTOS AUTOS vNEO HIRED AUTOS AUTOS PROPERTY DAMAGE Per accident 5 5 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 1,000,000_`___ EXCESS LIAB ICLAIMS-MADE 1 Current policy# 09/01/2011 09/01/2012 AGGREGATE S 1,000,000 DED RETENTIONS lo.000i S WORKERS COMPENSATION X VI'C $TATO- OTH- AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORJPARTNER/FXECUTIVE OFFICFA EMBER EXCLUDED? El I N r A i Current policy # 09/01/2011 09/01/2012 G.L. EACH ACCIDENT S a _ 1,000,000 _ v E.L. DISEASE - EA EMPLOYEE (Mandatory in NH) 1,00 000 If yes, doscIt under i _..e�_._�...r ._.._-_.. E.L. DISEASE - POLICY LIMIT �.�..� S 1,000,000 DESCRIPTION OF OPERATIONS ILOCATIONS / VEHICLESftANach ACORD 101, Additional Remarks Schedule, it more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction are listed as Additional Insured per the Commercial General Liability coverage on a primary and non-contributory basis regarding above project provided by form CG2010 10/01 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction Company, Inc. and owner (except WC). -� %IMM"" -M I IVN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Beniton Construction Company, Inc. ACCORDANCE WITH THE POLICY PROVISIONS, P.O. Box 838 AUTHORIZED REPRESENTATIVE Meridian, ID 83680 Original Signature (P 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD nDocument Al 32"m - 200"t'tl Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (Irl words, indicate day, month and year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other infoi-nation) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Town & Country Flooring (dba Wall 2 Wall Flooring) has added necessary information 5200 N. Sawyer Ave., Suite A and where the author has added to or Boise, ID 83714 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop This document is intended to be used 3401 N. Ten Mile Road in conjunction with AIA Documents Meridian, ID 83642 A232TM-2009, General Conditions of the Contract for Construction, The Construction Manager: Construction Manager as Adviser (Name, legal status, address and other information) Edition; B132TM-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc. and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal status, address and other information) AIA Document A232Tm-2009 is adopted in this document by CTA, Inc. reference. Do not use with other 800 West Main Street, Suite 800 general conditions unless this Boise, ID 83702 document is modified. The Owner and Contractor agree as follows. AIA Document A132Thl - 2009 formerly A101 TMCMa - 1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. UVARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of � this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:13:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1513116723) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #13: Flooring & Tile — Provide all labor, materials, tools and equipment necessary to complete the Flooring & Tile in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP #13. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of Commencement, if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document All 32 TM — 2009 formerly A101 T'"CMa — 1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 2 this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:13:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. 1 User Notes: 513116723) § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number- of calendar- days. Alternatively, a calendar date may be used when coordinated with the date of connnencement. If appropriate, insert mquireinents for earlier Substantial Completion of certain portions of the Work.) I Per Exhibit "C" Portion of the Work Substantial Completion Date BP #13: Flooring & Tile March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert prif ovisions, any, for• liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Wo)k.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appr•opr•iate boa..) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 beloll,. Based on the selection above, also complete either Section 5.1.4, 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be Five Thousand Seven Hundred Seventy Three and No/100 Dollars ($ 5,773.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or• other identification of accepted alternates. If the bidding or -proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) N/A § 4.2.3 Unit prices, if any: (Identify and state the unlit price, and state the quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit ($0.00) N/A § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify alloll,ance and state exclusions, if arry, from the allowance price.) AIA Document A132 TM - 2009 (formerly A101 T'ACMa -1992). Copyright © 1975, 1980, 1992 and 2Uua Dy i no r,rnenudu iiiau— — • • . - Init. reserved. WARNING: This AIA' Document is protected by UPS. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 3 this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:13:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1513116723) User Notes: Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or local laws fnay require payment within a certain period of bine.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AIA Document A132T'" — 2009 formerly A101 T'"CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Arcnitects. ,vi ngn[s Inst. reserved. WARNING: This AIA' Document is protected by U,6. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 4 this AIA"' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the lave. This document was produced by AIA software at 13:13:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1513116723) .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage r•esnitingfi-orn the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such redaction or limitation) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when 1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the patties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution belolt,, or do not subsequently agree in uniting to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competentjurisdiction.) Document A132TM — 2009 �formeriy A101 T'�"CMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights AIA Docum Inst. reserved. ent ING: This AW Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 5 nal penalties, and will be prosecuted tthis Alehe law. Ththe maximurn extent possible hiis docume, or any portion of it,nt was produced by A Aa software at 13:13.44 on 08/29/20nit in severe civil and 14 under Order No.5637907229 1 whi htexpires on 01/06/2015, and is not forder res IF resale. (1513116723) User Notes: [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if arty.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Name, address and other information) Town & Country Flooring (dba Wall 2 Wall Flooring) Dennis Zollinger 5200 N. Sawyer Ave., Suite A Boise, ID 83714 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document A132TIA — 2009 formerly A1011"CMa —1992). Copyright© 1975,198U, 1 aaz ana zuua uy nc tea„ — , ., �,...----..... . Init. reserved. WARNING: This AlAp Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 6 s, and will be this Ale the law. Thhiis document was produced portion produced by AIA may oftwarlt in severe e at 13:13.44'vil and crimnal penalfle on 08/29/2014i 8 29/201'4 under Order No 5637 072291 whi htexpires onthe 601l06/2015 tandsistnot fonder t resale. (1513116723) User Notes: § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents which are intended to form part of the Contract Documents. AIA Document A232-2009 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 1 I of AIA Document A232-2009. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment & Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132M — 2009 formerly All 01 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Inst. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 7 this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t His law. This document was produced by AIA software at 13:13:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1513116723) User Notes: A irs f; +�;ff- above This Agreement is entered into as of the day an year OW ER (Si i ire) 1� *(,rl ' A i IA (Printed name anc i a j) - CONTRAC R (Signatur btp-A-�-S-Zefflh 'er (Printed name and title) AIA Document A132Tm-2009�f..e,lyA101,-uma-iutiz).tupyll9l1,- --, .1- -1 odLxtion or distribution of Init. reserved. WARNiNG: This AIA' Document is protected by U.S. Copyright Law and International'i-reaties. Unauthorized repr 8 this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible Linder the law. This document was produced by AIA software at 13:13:44 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (1513116723) User Notes: Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility I DIVISION 01 — GENERAL REQUIREMENTS Invitation to Bid ...................... .............. ................................ ............ ..... ........................1-1 SUMMARY OF WORK .................................... ..................................... Notice to Bidders....................1-4 ................... 012300 012900 AIA A701 Instructions to Bidders ......................... ........................................ ..................1-4 Supplemental Instructions to Bidders.................................................................. .. 1-1 Bid Form Table of Contents........................................................................... 1-40 Bid Forms.......................................................... .............. ........................................... ....... ................................. ProjectSchedule........................................................ ......... AIA A132 Standard Form of Agreement Between Owner and Contractor .....................1-8 ....... 1-2 Supplement to Agreement.............................................................. ...................... . AIA A232 General Conditions of the Contract.............................................................1-43 1-9 Supplementary Conditions............................................................................................1-5 -1 Exhibit I — Insurance Requirements.............................................................................1 1 1=2 Contractor's Affidavit Concerning Taxes....................................................................... ...........1-6 Public Works Contract Tax Report (WH-5)................................................................... EXECUTION ............. ........................................................................................... DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK .................................... ..................................... ...............1-2 ..........1-1 012300 012900 ALTERNATES........................................................................................... PRICE AND PAYMENT PROCEDURES ............................................ ...... .....•.••••1-4 PROJECT MANAGEMENT AND COORDINATION.............................................1-4 013100 013300 SUBMITTAL PROCEDURES .................................. ................. ............................ 1-2 014200 REFERENCES....................................................................................................1-4 014500 015000 QUALITY CONTROL..........................................................................................1-4 TEMPORARY FACILITIES AND CONTROLS ..................................................... 1-9 016000 PRODUCT REQUIREMENTS.............................................................................1-2 1-1 FORM SUBSTITUTION REQUEST FORM ............................ ......................................... ...........1-6 017300 EXECUTION ............. ........................................................................................... 017320 CUTTING AND PATCHING........................................... 017700 ............1-6 CLOSEOUT PROCEDURES................................................................... DIVISION 02 — EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION ........... ........................................................ .............1-5 DIVISION 03 — CONCRETE 2 033000 CAST -IN-PLACE CONCRETE............................................................................ 033543 POLISHED CONCRETE FINISHING ........ ...................... ....................... .1 .............1-2 DIVISION 04 — MASONRY 042200 CONCRETE UNIT M ASONRY..........................................................................1-13 1 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 05 - METALS 051200 STRUCTURAL STEEL FRAMING ........................................ ..........1-6 1-4 052100 STEEL JOIST FRAMING............................................................................. 1-5 053100 STEEL DECKING ............................ ....... .......... .......... ......................................... 1-8 054000 COLD -FORMED METAL FRAMING............................................................ ........ 055000 METAL FABRICATIONS.....................................................................................1-6 1-4 055119 METAL GRATING STAIRS .......................................... ........................................ 055213 PIPE AND TUBE RAILINGS .................................................. DIVISION 06 -WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY ................................. ....... ... ..............1-2 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING........................ .......... .........................................1-3 072100 THERMAL INSULATION .......................... ........................................ ........... ........1-4 1-7 074113.16 STANDING -SEAM METAL ROOF PANELS .......................................... .............. 1-5 074213.53 METAL SOFFIT PANELS ........ ................. ........................... ....................... ......... 1-2 077253 SNOW GUARDS ............................................ ..................................................... 1-7 079200 JOINT SEALANTS ..................................... .................................. ........................ DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES ....................................... ...................1-7 083113 ACCESS DOORS AND FRAMES........................................................................1-3 083323 OVERHEAD COILING DOORS ................................. ..........................................1-6 086200 087111 UNIT SKYLIGHTS .................. .................................................................... DOOR HARDWARE (DESCRIPTIVE SPECIFICATION)..................................1-12 .........1-3 1-7 088000 GLAZING............................................................................. ................................ DIVISION 09 - FINISHES 092216 NON-STRUCTURAL METAL FRAMING ................................................ ..............1-5 1-3 092900 GYPSUM BOARD ............................................ .... ....................................... .... 093013 SF CERAMIC TILING .................................................... I........................... .1-7 1-3 095123 ACOUSTICAL TILE CEILINGS ........................... ........................... ...................... AND ACCESSORIES ........................................ .......... 1-3 096513 RESILIENT BASE ........... 099113 EXTERIOR PAINTING........................................................................................1-4 099123 INTERIOR PAINTING...................................................................................... DIVISION 10 -SPECIALTIES 102600 WALL AND DOOR PROTECTION........................................................ ...............1-2 1-3 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES .................................... ........... 104416 FIRE EXTINGUISHERS......................................................................................1-3 105113 METAL LOCKERS .............................. ............................... I................................. DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS .... ............................................ ........................1-3 1-4 123623.13 PLASTIC -LAMINATE -CLAD COUNTERTOPS ............................................. ....... 2 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 — SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED DIVISION 15 — 21 (NOT USED) VOLUME 2 OF 2 DIVISION 22 — PLUMBING 1-7 221113 FACILITY WATER DISTRIBUTION PIPING .................................................... .... 1-7 221116 DOMESTIC WATER PIPING ...................................................... ................... ..... 1-8 221119 DOMESTIC WATER PIPING SPECIALTIES ......................... .............................. 1-4 221123 DOMESTIC WATER PUMPS .................... .......................................................... 221313 FACILITY SANITARY SEWERS..........................................................................1-5 1-16 221316 SANITARY WASTE AND VENT PIPING ........................................... ................ 221319 SANITARY WASTE PIPING SPECIALTIES ........ ........................................... .....1-8 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING ........................................... PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 221519 GENERAL -SERVICE FUEL -FIRED DOMESTIC WATER HEATERS............................................I...."..111 223400 224000 PLUMBING FIXTURES..................................................................................... FIXTURES 224500 224700 EMERGENCY PLUMBING ................................................................1-5 DRINKING FOUNTAINS AND WATER COOLERS............................................1-5 DIVISION 23 — HVAC COMMON WORK RESULTS FOR PLUMBING AND HVAC..............................1-11 230500 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING......................1-5 230523 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC ............................... . IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 230553 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC ..................................... 1 5 230700 HVAC INSULATION............................................................................................1-9 PIPING -17 231123 FACILITY NATURAL-GAS ........................................................••••"'"...1-13 233113 METAL DUCTS................................................................................................. 233300 AIR DUCT ACCESSORIES...............................................................................1-10 233423 HVAC POWER VENTILATORS...........................................................................1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 1-5 233813 COMMERCIAL -KITCHEN HOODS.......................................................... ............ 234100 PARTICULATE AIR FILTRATION........................................................................1-2 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 235400 FURNACES.........................................................................................................1-6 1-4 235533 FUEL -FIRED UNIT HEATERS............................................................................ PACKAGED COMPRESSOR AND CONDENSER UNITS ................................... . 236200 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR 1-9 UNITS................................................................................................................. 3 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 24 — (NOT USED) DIVISION 25 — (NOT USED) DIVISION 26 — ELECTRICAL COMMON WORK RESULTS FOR ELECTRICAL ............................................... 1-5 260500 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 1-3 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 260526 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS .................. ........... 1-4 260529 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260533 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS ............................................... OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH 260573 . 1-7 262200 STUDY...................................................................................................... LOW -VOLTAGE TRANSFORMERS................................................... ................ .1-4 262416 PANELBOARDS..................................................................................................1-5 262726 WIRING DEVICES...............................................................................................1-3 262813 262816 FUSES.. ............................................................................. ENCLOSED SWITCHES AND CIRCUIT BREAKERS ......................................... 1- 262913 ENCLOSED CONTROLLERS.............................................................................1-5 265100 INTERIOR LIGHTING ................... ............................. ........................................ ..1-8 DIVISION 27 — COMMUNICATIONS COMMON WORK RESULTS FOR COMMUNICATIONS....................................1-4 270500 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS ........................ ................ 1-5 271300 COMMUNICATIONS BACKBONE CABLING ...... ................................................ 1-8 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY...1-11 283100 FIRE DETECTION AND ALARM.......................................................................1-11 DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK 311000 SITE CLEARING .............. 312000 EARTH MOVING .............. 312319 DEWATERING ................. DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING.......................................................... 321313 CONCRETE PAVING ...................................................... DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING ...... ADDENDUM NO. 1, dated 7/31/14 ....................... .... 1-6 .................. 1-17 4 TABLE OF CONTENTS WWTP Maintenance Facility 3401 N. Ten Mile, Meridian, ID 83642 Exhibit "B" CONSTRUCTION DRAWINGS DESCRIPTION DATED HEET A100 A100 - Wall and Horizontal AssemblyDetails 07/18/2014 07/18/2014 A101 A101 -Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - Buildin Sections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 EIA501 - Finish Plan Window Schedules and Details 07/18/2014 A601 A601 - Door and 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 EEE�C3-101 C1-101 Site Demolition Plan 07/18/2014 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Li htin Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Li htin Com liance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 0 07/18/2014 M001 M001 - Mechanical Schedules & Legends 7/18/2 4 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarged Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Compliance P001 - plumbing Schedules and Le ends 7/18/2014 P001 P100 P100 --Plumbing Waste & Vent Plans 7/18/2014 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - plumbinq Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 S203 - Roof :--rami n Details 7/18/2014 S301 S301 - Building Sections q) N U U) U C O U U L X W U) c N E a) 0 CL E U- C f6 "O N 0 , , w a) -- Z — o roa ---U-�--- _F --- `@ o a) ____ ---------- c c ------ ro m 7 ___.___•D o __________________ v' �-r a) O U) J ro G C0 IL U ` U a N o6 GC -- CD C O m ----------- L a ----------- r- U) '------------i ----- 00:4 to t co N o a LL O p! 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D. - O d v v v r U) 0 U) L a a a a a;: Io in U) U) inO O O O C? p N N N N r O O r• �.. a LO L a a in in in U) in a) a) O O I? i COM r0 r N 0 co co oO N N _-. O O O' �. la o 0 o a o 0 0 0 0 o ao 10 ,0 0 0 0 '0 0 0 0 0 0 0 Cl O GO N M C,) to N UO M N N" u) a a". a) U) c a) - a) caca ro C U) C a) v ro E m o LU 0 O a) C 0] O 3 rn LL O c c N 5�5 E `N LLI C @ o n �p:...g a U 0 C O 1 m U) � C c m U) _ O a E C, - D)". —N C C: ro c a) o O U v 0- O U N m W 0 C O m C O O +0, 8c0 C 0) •O. o E U a) c LN 0 N N U) ro ca° 0 CL An V 3 U, w .6 � J v.O m C: E ro -0 d .-a c = o o c ro in c N a) O a) O) c 0) ro O) c &,0 J -o ) p [0 Lt.. D. - O OO O r) O O O O O O N N O O o O O_ . O_ O` - o U > U O O `O 0'0 0? 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N to N 'aca@2f � =O aY a) n c os m N N N � ; N ❑ ❑ ❑ ❑ ❑ ca: � M . LL Li Li LL Li LL m N 3 .@ ❑ ❑ ,❑ l7 ; 9 ❑ , : N N O •- C06 O O O: O "� N O O O W o O O O m 0 O O O � O N' N o O O O N N N o M M M oo, 0 „„,aa00000l 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 'O 0 0 0 0 0. w LL u 0 0 0 -.. O O co O In N C) N 0 0 m w M O N N a0 In M - N N Lf) O CO N N N C Q, ,m ON_N ors 7 ;o Tc i7 ] LL rn C ❑ � U O m 3 a @ m E c U'¢ E E U C'. coco in O N O O O N O O m. o ca O N C O O N r , N M a) r co L ! LO m coca L mm m m'm N ca Co c N o N N Lo N N N N m e ! o o 0 0 0 c m 0 c O m 0) N LL , .- E E O a) l6 O c O N a - N U 7 O °, 'C t S (D . N n@ in E c U c a 0' U- °E _0 E li C o @LL 'aca@2f � =O aY a) n c os m o,cE nO ; N o nt a) c o@ o 1@ o m N 3 .@ C06 LL O O O W o O O O m 0 O O O � O N' N o O O O N N N o M M M C Cl) N u) N m m m y m m m E m m m m m 'O m m N w LL u 0 0 ors 7 ;o Tc i7 ] LL rn C ❑ � U O m 3 a @ m E c U'¢ E E U C'. coco in O N O O O N O O m. o ca O N C O O N r , N M r , M r co L ! LO m coca L mm m m'm ca Co u> ` Lo Lo U.) M u' Ln LO ca O N C O O N r , N M r , M r co L ! LO Lr) m L L ca co Lo N N Lo N N N N e ! o o 0 0 0 0 0 0 O o; C a' m C LL E J] � N p '6 ors a' N N N N V A EEo v N M d' O O V J J c a n. 3 LL N � 0 @ m c L C C o e E C E ' r o a) @ °- ❑ CL o ors �' w C ® C c E c!� LL, o N. O ❑ y O$ O O O 0 to O N N C N a N O h O O M N 0 Q Y Q !T r 7 Q N E E Y >O m C (L) (3) ly c 0 U N U � Y Y >O � C y E Q 13) ORM-.721 . • - 11• • - • 0 DO]• gets] Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CG0001 (10/01) or Equivalent) • $2,000,000 General Aggregate • $2,000,000 Products/Completed Operations Aggregate • $1,000,000 Each Occurrence • $1,000,000 Personal Injury and Advertising Injury • $ 100,000 Fire Damage Liability • $ 5,000 Medical Expenses - Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability • $1,000,000 Each Occurrence Worker's Compensation and Emnlovers Liabilitv Insurance • Statutory Limits • Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liabilitv • $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) - Continued for Two (2) Years After Proiect Completion • $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR • $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. A4C CERTIFICATE LIABILITY I DATE (MMIDDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Producer's name and address PHONE E-MAIL ADDRESS: INSURER 5 AFFORDING COVERAGE NAIC # PERSONAL &_ADV INJURY ISSUin com an ;AM BEST A-VIIOrBetter INSURED INSURER 0: INSURER C : Subcontractor name and address INSURER D: :-.— GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICYFX PERO- LOCQJ Ll INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NIIMRFR: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEp`ABOVE F" THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT 'WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS_ SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DDL SU IRT AER - POLICY EFF POLICY EXP LT TYPE OF INSURANCE LTR I�«sffi POLICY NUMBER MM/DO/YVYY) (MMIiYD/1'1'YY) LIMITS THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR P.O. Box 838 AUTHORIZED REPRESENTATIVE Meridian, ID 83680 EACHOCCURRENCE DAMA RFRTEU PRE ISES_(Ea occu rend MED EXP (Any ono porson) $ 1 000 000 -'- .' S 1 0 0,0 $ 10,000 Original Signature PERSONAL &_ADV INJURY $ 1,000,000, Current policy # 09/01/2011 09/01/2012 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICYFX PERO- LOCQJ Ll PRODUCTS - COMP/OP AGG, $ 2.O,Q,QOO S < A . AUTOMOBILE LIABILITY �. 1 I N SIG 1 T JEa LY 1000 000 BODILY INJURY URY (Per person) S X ANY AUTO ALL ONMED SCHEDULED AUTOS AUTOS HIRED AUTOS AUTOS ! CUrrent policy # 09/01/2011 09/01/2012 BODILY INJURY (Per accident) S $ PROPERTY DAMAGE —_ - __. Per accident $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 1,000,000_ EXCESS LIAR CLAIMS -MADE', Current policy# 09/01/2011 09/01/2012 AGGREGATE S 1,000,000 DED RETENTION$ 10,000t S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICEIMEMBER EXCLUDED? b NIA11F .C!Ient policyII 09/01/2011 09/01/2012 x VYC STATU• OTH- TORY LIMIT E., E.L. EACH ACCIDENT - - ___ $ 1,,00,000 E L DISEASE - EA EMPLOYE EL DISEASE • POLICY LIMIT (Mandatory in NH) If yes, describe under nr 0 NS bat— $ 1,000 000 S 1,000,000 DESCRIPTION OF OPERATIONS iLOCATiONS I VEHICLES!(gtlaeh ACORD 101, Additional Remarks Schedule, It more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction are listed as Additional Insured per the Commercial General Liability coverage on a primary and non-contributory basis regarding above project provided by form CG2010 10101 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction Company, Inc. and owner (except WC). CERTIFICATE HOLDER CANCELLATION ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Beniton Construction Company, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 838 AUTHORIZED REPRESENTATIVE Meridian, ID 83680 Original Signature ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD AIA TM DocumentA132 -2009 Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In words, indicate day, month and year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Inselman Plumbing has added necessary information 8131 E. Executive Ave. and where the author has added to or Nampa, ID 83687 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop 3401 N. Ten Mile Road This document is intended to be used Meridian, ID 83642 in conjunction with AIA Documents A232M-2009, General Conditions of The Construction Manager: the Contract for Construction, Construction Manager as Adviser (Name, legal status, address and other information) Edition; B132TM-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc. and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132TM-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal stators, address and other information) AIA Document A232TM-2009 is CTA, Inc. adopted in this document by 800 West Main Street, Suite 800 reference. Do not use with other Boise, ID 83702 general conditions unless this document is modified. The Owner and Contractor agree as follows. AIA Document Al32TFA — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AIADocument is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this A!Ac" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:16:14 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1719161922) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 6 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #17: Plumbing—Provide all labor, materials, tools and equipment necessary to complete the Plumbing in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP 917. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement or, if applicable, state that the date will be fined in a notice to proceed) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document A132 — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA' Document is protected by U.S. Copyright Lawn and International Treaties. Unauthorized reproduction or distribution of 2 this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:16:14 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1719161922) § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number of calendar da),s. Alternatively, a calendar date may be used 1vhen coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) I Per Exhibit "C" Portion of the Work Substantial Completion Date BP 417: Plumbing March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate box.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 below. Based on the selection above, also complete either Section 5.1.4, 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be Seventy Four Thousand Seven and No/100 Dollars ($ 74,007.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or• other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the arrrount for each and the date when that amount expires.) I NIA § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantic) limitations, if any, to which the unit price ivill be applicable.) Item Units and Limitations Price per Unit ($0.00) N/A § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allowance and state exclusions, if any, from the allowance price.) AIA Document A132TM — 2009 (formerly A101 TMCIVIa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This Ale Document is protected by US. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 3 this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:16:14 on 08/29/2014 under Order No.5637907229 1 which expires on 01/06/2015, and is not for resale. (1719161922) User Notes: Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or local Imt s may require payment within a certain period of time.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AIA Document A132 T1.1 — 2009 formerly A101 T"'CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Inst. reserved, WARNING: This AIA Document is protected by U.S. Copyright Lave and International Treaties. Unauthorized reproduction or distribution of 4 this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:16:14 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1719161922) .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resultingfrorrr the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Make/; if other than the Architect) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims 11411 be resolved by litigation in a court of competentjin•isdiction.) AIA Document A132T'A — 2009 formerly A101 T'ACMa —19921. Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 5 this Ale Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:16:14 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (1719161922) [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing fi•om time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Name, address and other information) Inselman Plumbing Lane Rich 8131 E. Executive Ave. Nampa, ID 83687 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document A132 TM - 2009 (oformerly Al01 TtdCMa -1992). Copyright (01915, 19au, euZ anu 4u— uy .,,-...-._ _.... _... -- - - Init. reserved. WARNING: This AIA- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution at 6 this AW Document, or any portion of it, t in severe penalties, and will be o the extent le mum the law. This document was produced by AIAa software civil e at 13:16:14on 08 29/201x4 under prosecuted t nder Order No 5637 07229 1 which expires onr01/06/2015 andisnot forder resale. (1719161922) User Notes: § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreemerlt.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Per Exhibit "A" Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional docionents which are intended to form part of the Contract Doctmrents. AIA Document A232-2009 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS d provide bonds as set forth in Article l l of AIA Document The Contractor shall purchase and maintain insurance an A232-2009. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment &Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132T" — 2009 (formerly A101 T'"CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AIA"' Document is protected by U.S. Copyright Later and International Treaties. Unauthorized reproduction or distribution of 7 criminal prosecuted to the the law. This document was produmum extent posble ced byAIA of it,a oftwarle t 13:16:14 in severeavil n 08/29/2014 under Order No 5637907229 lwhi which expires on x 1/06/2015 and is notforder t resale. (1719161922) User Notes: This Agreement is entered into as of the day and year first 7OWNE i Icti1e)- a 4 (Printed name 1d title) written above. 4CONRACITIOR (Signature) Z (Printed name and title) AIA Document Al 32 TM — 2009ormerly A101 TMCMa —1992). Copyright ©1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights �f , Copyright Law and International Treaties. Unauthorized reproduction or distribution of Init. reserved, WARNING� This AW Document is or otected by U.S and criminal penalties, and will be prosecuted to the maximum extent possible under this Ale ocnt, or any portion oby f it, may result in severe der Order No.5637907229_1 which expires on 01/06/2015, and is not for the law. This umement is docuWas produced AIA software at 13:16:14 on 08/29/2014 un (1719161922) resale. User Notes: Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility 1 TABLE OF CONTENTS Invitation to Bid....................................... 1-4 Noticeto Bidders .......................... ........... ..................................................................... ..................... 1-6 AIA A701 Instructions to Bidders.............................................................. 1-4 Supplemental Instructions to Bidders .............. ............................................................. Bid Form Table of Contents......................................................................................... 140-40 Bid Forms......................................................... .......................................................... Project Schedule ................................. ...................................................................... AIA A132 Standard Form of Agreement Between Owner and Contractor .....................1-8 Supplement to Agreement............................................................................................1-2 the Contract AIA A232 General Conditions of .............................................................1-43 Supplementary Conditions.............................................................. ... 1-1 . Exhibit I —Insurance Requirements .............................................. .......................... . Contractor's Affidavit Concerning Taxes ................................ ••••••••I•.............................1-1 1 2 Public Works Contract Tax Report (WH -5) ............................ SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 011000 SUMMARY OF WORK ............................................... ............ ............... ..............1-2 012300 ALTERNATES........................................................................................... PROCEDURES ..........1-1 .............1-4 012900 PRICE AND PAYMENT ................................................ PROJECT MANAGEMENT AND COORDINATION.............................................1-4 013100 013300 SUBMITTAL PROCEDURES...............................................................................1-2 ..........1-4 014200 REFERENCES.................................................... ...:............................................ 1-4 014500 QUALITY CONTROL................................................................................. 015000 TEMPORARY FACILITIES AND CONTROLS ........................................... .......... 1-9 016000 PRODUCT REQUIREMENTS.............................................................................1-2 .. FORM SUBSTITUTION REQUEST FORM...................................................................1-1 ..........1-6 017300 EXECUTION ........................ ...................................................................... 017320 CUTTING AND PATCHING.................................................................................1-6 017700 CLOSEOUT PROCEDURES ............................................. DIVISION 02 — EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION. ...............................................................................1-5 DIVISION 03 — CONCRETE 2 033000 CAST -IN-PLACE CONCRETE.............................................................................1 1-2 033543 POLISHED CONCRETE FINISHING .....................................••.......••••• DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY..................................................................... .•...1-13 1 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 05 — METALS 051200 STRUCTURAL STEEL FRAMING ........................................ ............ ........ ...........1-6 052100 STEEL JOIST FRAMING........................................................ . ..................... .......1-4 1-5 053100 STEEL DECKING .................................................. ............ ........... ....................... 054000 COLD -FORMED METAL FRAMING....................................................................1-8 055000 METAL FABRICATIONS.....................................................................................1-6 1-4 055119 METAL GRATING STAIRS ..................... ............................................................. 1-5 055213 PIPE AND TUBE RAILINGS ................... .................................................... ......... DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY ................................. ........................1-2 DIVISION 07 — THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING.............................................................. .............1-3 072100 THERMAL INSULATION .......................................... ................................... ........1-4 074113.16 STANDING -SEAM METAL ROOF PANELS........................................................1-7 1-5 074213.53 METAL SOFFIT PANELS ............................................ ........................................ 077253 SNOW GUARDS.................................................................................................1-2 1-7 079200 JOINT SEALANTS ................................. .................... ........................ .................. DIVISION 08 — OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES..........................................................1-7 083113 ACCESS DOORS AND FRAMES........................................................................1-3 083323 OVERHEAD COILING DOORS ............................................. ..............................1-6 086200 087111 UNIT SKYLIGHTS...............................................................................................1-3 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION)..................................1-12 088000 GLAZING.............................................................................................................1-7 DIVISION 09 — FINISHES 092216 NON-STRUCTURAL METAL FRAMING .............................................. .... .......... ..1-5 1-3 092900 GYPSUM BOARD......................................................................I....................1.. 1-7 093013 SF CERAMIC TILING .......................................... .............. ......................... 095123 ACOUSTICAL TILE CEILINGS............................................................................1-3 1-3 096513 RESILIENT BASE AND ACCESSORIES ......................... .................................... 1-3 099113 EXTERIOR PAINTING .................................................... ..... ........................ ........ 099123 INTERIOR PAINTING..........................................................................................1-4 DIVISION 10 —SPECIALTIES 102600 WALL AND DOOR PROTECTION ............................................ .... ...... .... .............1-2 1-3 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES ..................... .......................... 1-3 104416 FIRE EXTINGUISHERS ...................................... ..................................... ........... 1-5 105113 METAL LOCKERS.............................................................. ....... .......................... DIVISION 11 — EQUIPMENT NOT USED DIVISION 12 — FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS .................................................. ........ ..............1-3 123623.13 PLASTIC -LAMINATE -CLAD COUNTERTOPS....................................................1-4 TABLE OF CONTENTS 2 Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 — SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED DIVISION 15 — 21 (NOT USED) 221113 FACILITY WATER DISTRIBUTION PIPING........................................................1-7 221116 DOMESTIC WATER PIPING ....................... ........................................................ 1-7 221119 DOMESTIC WATER PIPING SPECIALTIES.......................................................1-8 SEISMIC CONTROLS FOR PLUMBING AND HVAC..........................................1-6 221123 DOMESTIC WATER PUMPS..............................................................................1-4 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 221313 FACILITY SANITARY SEWERS .............................................. ............................ 1-5 221316 SANITARY WASTE AND VENT PIPING...........................................................1-16 HVAC INSULATION............................................................................................1-9 221319 SANITARY WASTE PIPING SPECIALTIES........................................................1-8 FACILITY NATURAL-GAS PIPING....................................................................1-17 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING...........................................1-10 METAL DUCTS ..................................................... ............................................ 221519 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 223400 FUEL -FIRED DOMESTIC WATER HEATERS.....................................................1-7 HVAC POWER VENTILATORS ................................................. .......................... 224000 PLUMBING FIXTURES ......................... ............................................................ 1-11 224500 EMERGENCY PLUMBING FIXTURES................................................................1-5 COMMERCIAL -KITCHEN HOODS......................................................................1-5 224700 DRINKING FOUNTAINS AND WATER COOLERS............................................1-5 PARTICULATE AIR FILTRATION........................................................................1-2 230500 COMMON WORK RESULTS FOR PLUMBING AND HVAC..............................1-11 230523 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING ......................1-5 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC..........................................1-6 230553 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC.....................................1-5 230700 HVAC INSULATION............................................................................................1-9 231123 FACILITY NATURAL-GAS PIPING....................................................................1-17 233113 METAL DUCTS ..................................................... ............................................ 1-13 233300 AIR DUCT ACCESSORIES ............................................. .................................. 1-10 233423 HVAC POWER VENTILATORS ................................................. .......................... 1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 233813 COMMERCIAL -KITCHEN HOODS......................................................................1-5 234100 PARTICULATE AIR FILTRATION........................................................................1-2 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 235400 FURNACES.........................................................................................................1-6 235533 FUEL -FIRED UNIT HEATERS.............................................................................1-4 236200 PACKAGED COMPRESSOR AND CONDENSER UNITS...................................1-4 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR UNITS................................................................................................................. 1-9 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility MVISION 24 — (NOT USED) *IVISION• 260500 COMMON WORK RESULTS FOR ELECTRICAL ...................... ......................... 1-5 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 1-3 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ...........................1-4 1-2 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.............................1-4 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS...............................................1-6 CONCRETE PAVING..........................................................................................1-5 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH STUDY................................................................................................................1-7 262200 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 262726 WIRING DEVICES ................................. .............. ................................................ 1-5 262813 FUSES............................................................... ................................................. 1-3 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS.........................................1-5 262913 ENCLOSED CONTROLLERS ..... ................................. ....................................... 1-5 265100 INTERIOR LIGHTING........................................................... ............................... 1-8 DIVISION 27 — COMMUNICATIONS 270500 COMMON WORK RESULTS FOR COMMUNICATIONS ............................. ....... 1-4 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS ...................... .................. 1-5 271300 COMMUNICATIONS BACKBONE CABLING .................................. .................... 1-8 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY ..... 1-4 283100 FIRE DETECTION AND ALARM............................................................... ........ 1-11 DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK 311000 SITE CLEARING ................................................ ........ ......................................... 1-4 312000 EARTH MOVING .......................................... ....................................................... 1-8 312319 DEWATERING ................................................. ................................................... 1-2 DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING ................... ........... .................................. .............................. 1-5 321313 CONCRETE PAVING..........................................................................................1-5 DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING.................................................................1-6 ADDENDUMNO. 1, dated 7/31/14........................................................................................... 1-17 TABLE OF CONTENTS 4 WWTP Maintenance Facility 3401 N. Ten Mile, Meridian, ID 83642 Exhibit "B" SWEET # A100 CONSTRUCTION DRAWINGS DESCRIPTION A100 - Wall and Horizontal Assembly Details DATED 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A401 A501 A301 - Building Sections A401 - Stair Plans and Details A501 - Finish Plan 07/18/2014 07/18/2014 07/18/2014 A601 A601 - Door and Window Schedules and Details 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 C1-101 Site Demolition Plan 07/18/2014 C3-101 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Lighting Plan 07/18/2014 E202 E202 - Mezzanine Lighting Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 - Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Legends 07/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlarged Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Energy Compliance 7/18/2014 P001 P001 - Plumbing Schedules and Legends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200— Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framing Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 S203 - Roof Framing Details 7/18/2014 S301 IS301 - Building Sections 7/18/2014 a __________________ ZQ ---------- --------------- Z; N dN J m Q. _ _ o. @ a -V o @ a N Q (n Q_ ___ < __L__G____i_______________ Q_ @ ___�____ Q_ n __ o L �_�_______ C J _ -�. ___ ____________C m_ a ` � i____________ O • o c) n @ U. a) o U o @ N @ .p v --- --� -' -L------- o _ @;� E = m c U- a_ = o o 0 0 ma --- o n c o r- a tY 2y_ a n@,c c -mom•) @ C7_ C Cm -__ C'U----,----N--O -__________O --0--� '---c- E3N @ c m omO U O M -m__Q�- N- wm am o E o_a`) rijo ot6 o U _ O O o E ' tS ;0 a { 0@@ o Uo - o'O a� oQ c m p a -'s m° L ma °' o E—L CL oE�: �a) 3 Elm o aE 'c mQ ------- -- t-�-------- ------ O __ J__ N ----------- w O IF - Q J - Y ', N Q Q (n tf) Lo � d' �} 'o ,L' d @ a) Q a) N m a) N N rt$ '.. rti ti @ @ @ TS " i� '$ ti rti a) O a) N Q rti!'r' V � ' V a'� W� O rn o a N r h U U U U i a0 I- V' N (9 m i ': O1 o) c0 M �' �� t0 2 O;� 0 W 0 0 O o ' N' O o0 o M z 0 to '. 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N LL C N N Q O LL Na) m a) o G N O E 5 �:xf LL aco E @ c C: zm 2 t5 0 D t'@ _ o � p o t- a) c m= v o chi aci - a E'� c o o E n rn m o E a a):rn'n ❑ c L o g.,a U > °o m U @ o m :c In : a Q a � .� 06 = v o n %n xs c w❑ s atl " p U o m;o i4!�4 ❑° o''m w N ago m N rn L) w LL ❑ m O a 'v •c r c C7 0t$ _ '� ! N °� c- o U U U y a v c O m m a) a ria c E m a c r a n .c m E r Tei c m, o Q E o o c c iILLn A` Lm v in a o ci m �'n �.a'� v a m w w= 0 0_ )¢ LL 0) H ac _3 3 U O O c �; Q ®; (NV N N wM M M 0NO O O O O O OO O O O O OO O O O O M0C to O O O m 6) 0) UOO O O co C y LO N V) N (O V2 (() N N U2 N (D U J N a. a) N N >p IM m m',M m m m m m m m m C m m!m m ca co m m m m m m = a a a,` F ,3 O O: > 'E a) Q � 1 O >, U iml • • • Elio] Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CGO001 (10/01) or Equivalent) • $2,000,000 General Aggregate • $2,000,000 Products/Completed Operations Aggregate • $1,000,000 Each Occurrence • $1,000,000 Personal Injury and Advertising Injury • $ 100,000 Fire Damage Liability • $ 5,000 Medical Expenses — Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability • $1,000,000 Each Occurrence Worker's Compensation and Emplovers Liabilitv Insurance • Statutory Limits • Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability • $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Proiect Completion • $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR • $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. ACR r CERTIFICATE I DATE (MMIDD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(los) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NTACT NAME: Producer's name and address PHONE FAX ---...�_..... AIC No E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIL # Original Signature ,sURER A _Issuingc�a_ny�AM BEST A -VII or Better -iN_ INSURER 0: ---`-- _ _ ___ _ _ _�__� _ INSURED —_— - X INSURER C : Subcontractor name and address INSURER D; INSURER E: S 1 QO,OOQ_-__ ] CLAIMS -MADE X OCCURME[1 INSURER F: COVERAGES CERTIFICATE NUMBER: RP%nQif 11M sir IANDCD. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEtdT VATH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS_ SHOWN MAY HAVE BEEN REDUCED BY PAW CLAIMS. POLICY EFF LTR I TYPE OF INSURANCE POLICY NUMBER MMfOR/YYYY I LIMITS GENERAL LIABILITY Meridian, ID 83680 Original Signature EACH OCCURRENCE 1_1 Q-0-0-000— X COMMERCIAL GENERAL LIABILITY OAMA RENTEE 6 PREISvS�Ea occurtencaj S 1 QO,OOQ_-__ ] CLAIMS -MADE X OCCURME[1 _ _ -XP (Any one person) ILO s Current policy # 09/01/2011 " 09/01/2012 PERSONAL & ADV INJURY $ 1,000,000 i GENERAL AGGREGATE s 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMP/OP AGG $ 2,OQQ QQQ POLICY X PRO T LOC , S AUTOMOBILE LIABILITY IN SING L T %� ( ANY AUTO �.�� , , aaidentj S 1 000 000 BODILY INJURY (Per person) S ALL OWNED SCHEDULED ( BODILY INJURY Per accident) $ AUTOS Auros NON -OWNED i CHUfrent policy # 09/01/2011 09/01/2012 --...- PROPERTY DAMAGEF Per accident HIRED AUTOS AUTOS I S $ X UMBRELLA LIAR X OCCUR € EACH OCCURRENCE $ 1,000,000____ EXCESS LIAB CLAIMS -MADE i Current policy: 09/01/2011 09/01/2012 AGGREGATE s 1,000,000 DED RETENTIONS 10,000 S WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LIABILITYQRY ANY PROPRIETORlPARTNEPJEXECUTIVE YIN ` LIhfITS,.� _,R _ OFFICElA1EMBER EXCLUDED? NIA -moi �, arrant policy# 09/01/2011 09/01/2012 E.L. EACH ACCIDENT ____ $ -_ 1,QOQ,QQO E L DISEASE—EA EMPLOYEE - (Mandatory in NH) If yes, doscribo un Or $000,000 =_ _ �- E.L. DISEASE -POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONSJLOCATIONS 1 VEHICLBS'tAtliach ACORD 101, Additional Remarks Schedule, If more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction are listed as Additional Insured per the Commercial General Liability coverage on a primary and non-contributory basis regarding above project provided by form CG2010 10/01 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction Company, Inc. and owner (except WC). CERTIFICATE HOLDER CANCELLATION O 1988-2010 ACORD CORPORATION, All rights reserved. ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Beniton Construction Company, Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, P.O. Box 838 AUTHORIZED REPRESENTATIVE Meridian, ID 83680 Original Signature O 1988-2010 ACORD CORPORATION, All rights reserved. ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD *,.,.AIA DocumentA132-2009 Standard Form of AgreementOwner and Contractor,• •Manager as Adviser Edition AGREEMENT made as of the 26th day of August in the year 2014 (In words, indicate day, month and year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion. The author may also have revised the text of the original City of Meridian AIA standard form. An Additions and 33 E. Broadway Deletions Report that notes added Meridian, ID 83642 information as well as revisions to the standard form text is available from and the Contractor: the author and should be reviewed. A (Name, legal status, address and other information) vertical line in the left margin of this document indicates where the author Energy Enterprise Group, LLC has added necessary information 150 S. Adkins, Suite 140 and where the author has added to or Meridian, ID 83642 deleted from the original AIA text. This document has important legal for the following Project: consequences. Consultation with an (Name, location and detailed description) attorney is encouraged with respect to its completion or modification. City of Meridian Waste Water Treatment Plant Maintenance Shop This document is intended to be used 3401 N. Ten Mile Road in conjunction with AIA Documents Meridian ID 83642 A232TM-2009, General Conditions of the Contract for Construction, The Construction Manager: Construction Manager as Adviser (Name, legal status, address and other information) Edition; B132TM-2009, Standard Form of Agreement Between Owner Beniton Construction Co., Inc. and Architect, Construction Manager P.O. Box 838 as Adviser Edition; and Meridian, ID 83680 C132M-2009, Standard Form of Agreement Between Owner and The Architect: Construction Manager as Adviser. (Name, legal status, address and other information) AIA Document A232TM"-2009 is adopted in this document by CTA, Inc. reference. Do not use with other 800 West Main Street, Suite 800 general conditions unless this Boise, ID 83702 document is modified. The Owner and Contractor agree as follows. AIA Document Al 32 T'^ — 2009 Iformerly A101 TtdCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AW Document Is protected by U.S. Copyright Law and International Treaties. unauthorized reproduction or distribution of this ABA° Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:17:30 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (943146548) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 6 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. Bid Package #19: Electrical — Provide all labor, materials, tools and equipment necessary to complete the Electrical in accordance with Project Plans, Specifications, Addendum No. 1, and the Bid Form for BP 919. Note: All required forms, information and insurances must be completed and submitted to Beniton Construction before commencement of any work including but not limited to the Request for Contract Information, MSDS, safety program, a list of suppliers and subcontractors, and any additional forms as requested in the specifications. Provide submittals electronically if available, or one (1) clean copy (able to scan); some exceptions may apply. Samples and color charts must be provided separately. Contractor shall provide (2) full size copies of approved shop drawings to Beniton. Contractor is responsible to pay all applicable taxes, which are included in the contract price. Contractor is required to provide three (3) hard copies and one (1) electronic copy of closeout information (O&M Manuals, Warranties, etc.) and one (1) complete set of Record Drawings, as requested prior to substantial completion. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of conmtencewnent, if it dimers fi•orrf the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanics' liens and other security interests, the Owner's time requirement shall be as follows: N/A AIA Document Al 32T'1 — 2009 prmerly A101 T'"CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA` Document is protected by 11.S, Copyright Law and international Treaties. Unauthorized reproduction or distribution of 2 this AIAO Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:17:30 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (943146548) § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days fi-om the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar- date may be used when coordinated 10th the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain par°tions of the Work.) I Per Exhibit "C" Portion of the Work Substantial Completion Date BP #19: Electrical March 27, 2015 , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to faihav to achieve Substantial Completion on time of -fol. bonus payments for ear-ly completion of the Work.) Per Supplementary Conditions ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be one of the following: (Check the appropriate box.) [ X ] Stipulated Sum, in accordance with Section 4.2 below [ ] Cost of the Work plus the Contractor's Fee without a Guaranteed Maximum Price, in accordance with Section 4.3 below [ ] Cost of the Work plus the Contractor's Fee with a Guaranteed Maximum Price, in accordance with Section 4.4 below (Based on the selection above, complete Section 4.2, 4.3 or 4.4 below. Based on the selection above, also complete either Section 5.1.4 5.1.5 or 5.1.6 below.) § 4.2 Stipulated Sum § 4.2.1 The Stipulated Sum shall be One Hundred Twenty Nine Thousand One Hundred Thirty Nine and No/100 Dollars ($ 129,139.00 ), subject to additions and deletions as provided in the Contract Documents. § 4.2.2 The Stipulated Sum is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) Alternate No. 4: Provide an add to the base bid above for the change in light fixtures in the Office areas as called out on the drawings - $1,172.00 § 4.2.3 Unit prices, if any: (Identify and state the unit price, and state the quantity limitations, if anj� to which the unit price 1vill be applicable.) Item N/A Units and Limitations Price per Unit ($0.00) § 4.2.4 Allowances included in the Stipulated Sum, if any: (Identify allowance and state exclusions, if any, fi-onr the allowance price.) AIA Document All 32 TM — 2009formerly A101 TMCMa —1992). Copyright© 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA' Document is protected by U.& Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA`' Document, or any portion of it, may result in severe civil and criminal penalties; and will be prosecuted to the maximum extent possible under t the law. This document was produced by AIA software at 13:17:30 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (943146548) Item N/A Allowance § 4.3 Cost of the Work Plus Contractor's Fee without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Par•agr•aph deleted) (Table deleted) (Paragraphs deleted) § 4.4 Cost of the Work Plus Contractor's Fee with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 4.2) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) (Table deleted) (Paragraphs deleted) ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Construction Manager by the Contractor, and upon certification of the Project Application and Project Certificate for Payment or Application for Payment and Certificate for Payment by the Construction Manager and Architect and issuance by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 5.1.3 Provided that an Application for Payment is received by the Construction Manager not later than the 25th day of a month, the Owner shall make payment of the certified amount in the Application for Payment to the Contractor not later than the 30th day of the following month. If an Application for Payment is received by the Construction Manager after the application date fixed above, payment shall be made by the Owner not later than sixty ( 60 ) days after the Construction Manager receives the Application for Payment. (Federal, state or• local lams may require payment lvithin a certain period of tinge.) § 5.1.4 Progress Payments Where the Contract Sum is Based on a Stipulated Sum § 5.1.4.1 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Construction Manager and Architect may require. This schedule, unless objected to by the Construction Manager or Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.1.4.2 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.4.3 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of five percent ( 5 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute may be included as provided in Section 7.3.9 of the General Conditions; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of five percent ( 5 %); .3 Subtract the aggregate of previous payments made by the Owner; and AIA Document A132 TM — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 4 this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extant possible under t the law. This document was produced by AIA software at 13:17:30 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (943146548) .4 Subtract amounts, if any, for which the Construction Manager or Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of the General Conditions. § 5.1.4.4 The progress payment amount determined in accordance with Section 5.1.4.3 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to ninety-five percent ( 95 %) of the Contract Sum, less such amounts as the Construction Manager recommends and the Architect determines for incomplete Work and unsettled claims; and .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of the General Conditions. § 5.1.4.5 Reduction or. limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resaltingfrom the percentages inserted in Sections 5.1.4.3.1 and 5.1.4.3.2 above, and this is not explained elsewhere in the Contract Docrnnents, insert here provisions for such reduction or limitation) N/A § 5.1.5 Progress Payments Where the Contract Sum is Based on the Cost of the Work without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.1.6 Progress Payments Where the Contract Sum is Based on the Cost of the Work with a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 5.1.4) (Paragraphs deleted) § 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2 of AIA Document A232-2009, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Contractor has submitted a final accounting for the Cost of the Work, pursuant to Exhibit A, Determination of the Cost of the Work when payment is on the basis of the Cost of the Work, with or without a Guaranteed Maximum payment; and .3 a final Certificate for Payment or Project Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the final Certificate for Payment or Project Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A232-2009, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact iraforTnation of the Initial Decision Maker, if other than the Architect.) § 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A232-2009, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resohrtion below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of conrpetentjurisdiction.) AIA Document All 32T1d — 2009 formerly All 01 T11CMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING. This AIA Document is protected by U.S. Copyright Lacca and International Treaties. Unauthorized reproduction or distribution of 5 this AIA"' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the max€mule extent possible under t the law. This document was produced by AIA software at 13:17:30 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (943146548) [ ] Arbitration pursuant to Section 15.4 of AIA Document A232-2009. [ X ] Litigation in a court of competent jurisdiction. [ ] Other: (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Where the Contract Sum is a Stipulated Sum § 7.1.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A232-2009. § 7.1.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A232-2009. § 7.2 Where the Contract Sum is Based on the Cost of the Work with or without a Guaranteed Maximum Price This section has been deleted as it does not apply to this "Stipulated Sum" contract (See Paragraph 7.1) (Paragraphs deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A232-2009 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest fi•om the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if an),.) (Paragraph deleted) § 8.3 The Owner's representative: (Name, address and other information) Beniton Construction Co., Inc. Bryce Parker P.O. Box 838 Meridian, ID 83680 § 8.4 The Contractor's representative: (Nairn, address and other information) Energy Enterprise Group, LLC Chad McKibben 150 S. Adkins, Suite 140 Meridian, ID 83642 § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: N/A ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A132-2009, Standard Form of Agreement Between Owner and Contractor, Construction Manager as Adviser Edition. AIA Document All 32 TM — 2009 formerly A101 TMCMa — 1992). Copyright ©1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights Init. reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of 6 this AIAv Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under t the lava. This document was produced by AIA software at 13:17:30 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (943146548) § 9.1.2 The General Conditions are, AIA Document A232-2009, General Conditions of the Contract for Construction, Construction Manager as Adviser Edition. § 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual, per attached Exhibit "A". (Table deleted) § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Per Exhibit "A" (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Per Exhibit "B" (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Per Exhibit "A" Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents are: .1 (Paragraphs deleted) Other documents, if any, listed below: (List here any additional documents 1t,hich are intended to form part of the Contact Documents. AIA Document A232-2009 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contact Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) * Exhibit "I" and Sample Certificate — Insurance Requirements * Request for Contract Information * WH -5 Form * Affidavit Concerning Taxes * Application for Payment and Schedule of Values ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A232-2009. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A232-2009.) Type of Insurance or Bond Limit of Liability or Bond Amount Insurance per attached Exhibit "I" Payment & Performance Bonds 100% of the Contract Amount (see Supplementary Instructions to Bidders for delivery requirement) AIA Document A132 TM — 2009 formerly A101 TMCMa —1992). Copyright © 1975, 1980, 1992 and 2009 by The American Institute of Architects. All rights [nit. reserved. WARNING: This AIA` Document is protected by U.S. Copyright Lava and International Treaties. unauthorized reproduction or distribution of 7 this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible Linder t the law. This document was produced by AIA software at 13:17:30 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. User Notes: (943146548) This Agreement is entered into as of the day and year first written above. OWNER 55 C& (Printed name and, tie) CONTRACTOR (Signature) (Printed name and title) [nit. AIA Document A132Tm-2009 �formerly MOJTMCMa-1992). Copyright @ 1975, 1980, 1992 and 2009 by The American institute otArcniteCTS. Ali rilints reserved. WARNING: This AW) Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of 8 this Ate Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13:17:30 on 08/29/2014 under Order No.5637907229_1 which expires on 01/06/2015, and is not for resale. (943146548) User Notes; Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility 1 TABLE OF CONTENTS Invitation to Bid..................................................................................... ........1-4 Noticeto Bidders.................................................................................................. AIA A701 Instructions to Bidders ........ ...........................................................................1-6 1-4 Supplemental Instructions to Bidders........................................................................... 1-1 Bid Form Table of Contents.............................................................................................. 1-40 BidForms...............................................................................................................1-3 ProjectSchedule...................................................................................................... AIA A132 Standard Form of Agreement Between Owner and Contractor ................. 1-2 Supplement to Agreement........................................................................................ .... AIA A232 General Conditions of the Contract.............................................................1-43 Supplementary Conditions............................................................................................1-5 Exhibit I — Insurance Requirements.............................................................................1-1 Contractor's Affidavit Concerning Taxes.......................................................................1-1 Public Works Contract Tax Report WH -5 .............••1-2 SPECIFICATIONS DIVISION 01 — GENERAL REQUIREMENTS 1-2 011000 SUMMARY OF WORK................................................................................. 012300 ALTERNATES.....................................................................................................1-1 012900 PRICE AND PAYMENT PROCEDURES.............................................................1-4 013100 PROJECT MANAGEMENT AND COORDINATION.............................................1-4 013300 SUBMITTAL PROCEDURES- ........................................ ................................. ...1-2 1-4 014200 REFERENCES ................ ....... ....................................................... ...................... 1-4 014500 QUALITY CONTROL ........................................... ................................................ FACILITIES AND CONTROLS.....................................................1-9 015000 TEMPORARY 016000 PRODUCT REQUIREMENTS.............................................................................1-2 1-1 FORM SUBSTITUTION REQUEST FORM .............................. ................................... .... 1-6 XECUTION........................................................................................................1-6 017300 EXECUTION. ..................................................................................... ................. 017320 CUTTING AND PATCHING.................................................................................1-3 017700 CLOSEOUT PROCEDURES...............................................................................1-6 DIVISION 02 — EXISTING CONDITIONS 024116 STRUCTURE DEMOLITION....................................................... ............ .............1-5 DIVISION 03 — CONCRETE 033000 CAST -IN-PLACE CONCRETE ........................................ ......................... ..........1-12 033543 POLISHED CONCRETE FINISHING ......................................... ................. ....... ..1-2 DIVISION 04 — MASONRY 042200 CONCRETE UNIT MASONRY ............................................ ,,,,,,,,..1-13 1 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 05 — METALS 051200 STRUCTURAL STEEL FRAMING..................................... ........ 1-4 052100 STEEL JOIST FRAMING.................................••..•.....I.....• .......1-5 053100 STEEL DECKING.......................................................... .............. ................. 054000 COLD-FORMED METAL FRAMING....................................................••••••••••••••••1-8 1-6 055000 METAL FABRICATIONS...................................... ............................................... 055119 METAL GRATING STAIRS............................................1-5 055213 PIPE AND TUBE RAILINGS....................................................................... DIVISION 06 —WOOD, PLASTICS, AND COMPOSITES 1-2 061053 MISCELLANEOUS ROUGH CARPENTRY.........................••...............•••••••• DIVISION 07 — THERMAL AND MOISTURE PROTECTION 071113 BITUMINOUS DAMPROOFING ........................ .........1-3 072100 THERMAL INSULATION.............................................................. ROOF PANELS .........1-4 1-7 074113.16 STANDING-SEAM METAL ........................................................ 1-5 074213.53 METAL SOFFIT PANELS................. ................................................................... 077253 SNOW GUARDS.................................................................................................1-2 079200 JOINT SEALANTS.................................................. DIVISION 08 — OPENINGS 081113 HOLLOW METAL DORS ANDRAMES 1-3 083113 ACCESS DOORS AMES. ........ 083323 OVERHEAD COILING DOORS........................................ 086200 UNIT SKYLIGHTS ......................... . ' HARDWARE (DESCRIPTIVE SPECIFICATION).................................. 1-12 087111 DOOR 1-7 088000 GLAZING............ ............................................................... .................................. DIVISION 09 — FINISHES 092216 NON-STRUCTURAL METAL FRAMING..............................................................1-5 ............ 1-3 092900 GYPSUM BOARD.................................................................................. 093013 SF CERAMIC TILING................ . ....1-3 095123 ACOUSTICAL TILE CEILINGS........................................................I............. ..... ...... .............1-3 096513 RESILIENT BASE AND ACCESSORIES..................................... 099113 EXTERIOR PAINTING.... .................................... .................................................1-3 099123 INTERIOR PAINTING..................................... ......................................... ............1-4 DIVISION 10 —SPECIALTIES 102600 WALL AND DOOR PROTECTION............... 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES...............................................1-3 104416 FIRE EXTINGUISHERS.............................................. ............1-3 105113 METAL LOCKERS........................................................•..I............. ......................1-5 DIVISION 11 — EQUIPMENT NOT USED DIVISION 12 — FURNISHINGS 122113 HORIZONTAL LOUVER BLINDS ................... 123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS ............... .1-4 2 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 — CONVEYING EQUIPMENT NOT USED DIVISION 15 — 21 (NOT USED) DIVISION 22 — PLUMBING 221113 FACILITY WATER DISTRIBUTION PIPING........................................................1-7 221116 DOMESTIC WATER PIPING...............................................................................1-7 221119 DOMESTIC WATER PIPING SPECIALTIES.......................................................1-8 221123 DOMESTIC WATER PUMPS..............................................................................1-4 221313 FACILITY SANITARY SEWERS ............ ...................................................... ........1-5 221316 SANITARY WASTE AND VENT PIPING...........................................................1- -8 1-8 221319 SANITARY WASTE PIPING SPECIALTIES ...................................... .................. 1-10 221513 GENERAL -SERVICE COMPRESSED -AIR PIPING ......... .................................. 221519 GENERAL -SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS ..... 1-9 223400 FUEL -FIRED DOMESTIC WATER HEATERS ..................................................... 1-7 224000 PLUMBING FIXTURES..................................................................................... 1-5 224500 EMERGENCY PLUMBING FIXTURES ..... ................ ........................................... 1-5 224700 DRINKING FOUNTAINS AND WATER COOLERS ........................... ................. DIVISION 23 — HVAC COMMON WORK RESULTS FOR PLUMBING AND HVAC ........................... 230500 230523 GENERAL -DUTY VALVES FOR PLUMBING AND HVAC PIPING .......••••.••••......1-5 230549 SEISMIC CONTROLS FOR PLUMBING AND HVAC ..................................... IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT ...... 1-4 230553 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC.....................................1-5 1-9 230700 HVAC INSULATION............................................................................................ 1-17 231123 FACILITY NATURAL-GAS PIPING ........ ............................................................ 1-13 233113 METAL DUCTS ............................................ ..................................................... 1-10 233300 AIR DUCT ACCESSORIES........................................................... .................... 233423 HVAC POWER VENTILATORS...........................................................................1-6 233713 DIFFUSERS, REGISTERS, AND GRILLES.........................................................1-3 1-5 233813 COMMERCIAL -KITCHEN HOODS ........................................ .............................. 234100 PARTICULATE AIR FILTRATION........................................................................1-2 235100 BREECHINGS, CHIMNEYS, AND STACKS........................................................1-3 235400 FURNACES.........................................................................................................1-6 UNIT HEATERS ........................................................ 1-4 235533 236200 FUEL -FIRED ..................... PACKAGED COMPRESSOR AND CONDENSER UNITS...................................1-4 237423 PACKAGED, INDIRECT -FIRED, INDOOR, HEATING -ONLY MAKEUP -AIR UNITS................................................................................................................. 1-9 TABLE OF CONTENTS Meridian Wastewater Treatment Plant (MWWTP) 5/14 Maintenance Facility NJ LTA M 101:M1 z• 260500 COMMON WORK RESULTS FOR ELECTRICAL...............................................1-5 260519 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ............ 1-3 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS .............. ............. 1-4 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS ............ ................. 1-4 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS................................1-10 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS...............................................1-6 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH STUDY................................................................................................................1-7 262200 LOW -VOLTAGE TRANSFORMERS....................................................................1-4 262416 PANELBOARDS..................................................................................................1-6 262726 WIRING DEVICES...............................................................................................1-5 262813 FUSES .................................................... ............ ........... ........ ............................. 1-3 262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS.........................................1-5 262913 ENCLOSED CONTROLLERS.............................................................................1-5 265100 INTERIOR LIGHTING..........................................................................................1-8 01 W RI J •U 1171 [Ilk' I 270500 COMMON WORK RESULTS FOR COMMUNICATIONS....................................1-4 271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS........................................1-5 271300 COMMUNICATIONS BACKBONE CABLING ............................. ......................... 1-8 271500 COMMUNICATIONS HORIZONTAL CABLING.................................................1-10 DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY ..... 1-4 283100 FIRE DETECTION AND ALARM.......................................................................1-11 DIVISION 29 — 30 (NOT USED) DIVISION 31 — EARTHWORK 311000 SITE CLEARING .................................... ............................................................. 1-4 312000 EARTH MOVING.................................................................................................1-8 312319 DEWATERING ............... ..................................................................................... 1-2 DIVISION 32 — EXTERIOR IMPROVEMENTS 321216 ASPHALT PAVING..............................................................................................1-5 321313 CONCRETE PAVING..........................................................................................1-5 DIVISION 33 — UTILITIES 334100 STORM UTILITY DRAINAGE PIPING .... ......................................................... ....1-6 ADDENDUM NO. 1, dated 7/31/14........................................................................................... 1-17 TABLE OF CONTENTS 4 WWTP Maintenance Facility 3401 N. Ten Mile, Meridian, Exhibit "B" CONSTRUCTION UKAWINtib --------------- SHEET# DESCRIPTION DATED A100 A106 ----Wall and Horizontal Assembly Details 07/18/2014 A101 A101 - Floor Plan 07/18/2014 A102 A102 - Mezzanine Floor Plan 07/18/2014 A110 A110 - Roof Plan 07/18/2014 A111 A111 - Roof Details 07/18/2014 A201 A201 - Exterior Elevations 07/18/2014 A301 A301 - BuildingSections 07/18/2014 A401 A401 - Stair Plans and Details 07/18/2014 A501 A501 - Finish Plan 07/18/2014 A601 A601 - Door and Window Schedules and Details 07/18/2014 A901 A901 - Reflected Ceiling Plan 07/18/2014 C1-101 C1-101 Site Demolition Plan 07/18/2014 C3-101 C3-101 Site Plan 07/18/2014 C7-101 C7-101 Site Plan 07/18/2014 E001 E001 - Legends & Schedules 07/18/2014 E002 E002 - One -Line Diagram 07/18/2014 E003 E003 - Panel Schedules 07/18/2014 E100 E100 - Electrical Site Plan 07/18/2014 E201 E201 - First Floor Li hfing Plan 07/18/2014 E202 E202 - Mezzanine Li htin Plan 07/18/2014 E203 E203 - Lighting Compliance Forms 07/18/2014 E301 E301 - First Floor Power Plan 07/18/2014 E302 E302 - Mezzanine Power Plan 07/18/2014 E401 E401- Special Systems Plan 07/18/2014 G101 G101 -Architectural Cover Sheet 07/18/2014 G102 G102 - Code Plan 07/18/2014 G103 G103 - Mezzanine Code Plan 07/18/2014 M001 M001 - Mechanical Schedules & Legends 07/18/2014 M100 M100 - First Floor HVAC Plan 7/18/2014 M101 M101 - Mezzanine HVAC Plan 7/18/2014 M200 M200 - Enlar ed Plans and Sections 7/18/2014 M300 M300 - HVAC Details 7/18/2014 M400 M400 - Ener Com liance 7/18/2014 P001 P001 - Plumbing Schedules and Le ends 7/18/2014 P100 P100 - Plumbing Waste & Vent Plans 7/18/2014 P200 P200 - Plumbing Water & Gas Plan 7/18/2014 P300 P300 - Plumbing Details 7/18/2014 S001 S001 - General Structural Notes 7/18/2014 S101 S101 - Foundation Plan 7/18/2014 S102 S102 - Mezzanine Framinq Plan 7/18/2014 S103 S103 - Roof Framing Plan 7/18/2014 S201 S201 - Foundations Details 7/18/2014 S202 S202 - Wall Framing & Mezzanine Details 7/18/2014 S203 S203 - Roof Framing Details 7/18/2014 S301 S301 - Building Sections 7/18/2014 c n ° - - a r - 2 n m a ° N 06 m -Joc Q qL ------------------ L •j c 6 m - a -------- a t7 L w c on ' _ _ C ___________ C id N (n C ------------ CO a1 (n � Cl 3 _O U :C,: _rN _-____-_--__-__-__ C - O) - 7 N ° 2m ,� c O c -- -- -- �- @ •- 4)a L as E ❑ d c tm c c o° cy-,io a o c 0 -0 m c 10 O y ° 0 ❑ a) ' @ - - -7 05 ° °5 w m ti m o E: 6 (i 3 a a FL ca � ai - , • _ W 3 w c ° o c° aa) 7 j °6 N in w 3 E s o U n O1 0)_ a) --- -- ° �5n� o 0 E- o c---- - o LLJ ❑ 0 0�5 Z co r -- cn a) ° U a a f5 ° m as O rn E O O U -C N a N N m N C 7' a) .7 ___ ---------------------jo)_ d` _� _ __ _ �% a Q N__%_�. 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W U U V) N Y a th c m c U O LL C ,c a c E N m c .c a ° i OL c (� E r G m c o Q E -o m o :E c c (n a J o ;a oiU L �I(A c:� u h 6�.'c U a m W'w 2 C/J-:❑'2 C) • I u li aa))'F C 0 O' LL w _ > C ly LL Q ® a) >06 _ Y N O M O O C) O O O O m O O O Nc O N a) O O Cl " O m N N O-o M O n In n O O O m:0 In O O ) CI V Om 0 No 06 OO O :E3 O O Y > >m E Cl) tnt t 7 r mca L C14 C NNN 'mmmm ° a a O O c x LULL LL m E _T U r REQUIREMENTSINSURANCE •WORKING BENITON CONSTRUCTIONCOMPANY & CITY • :w MERIDIAN Contractors and Subcontractors shall provide evidence that the following minimum coverage is provided. Commercial General Liability (ISO Form CG0001 (10/01) or Equivalent) • $2,000,000 General Aggregate • $2,000,000 Products/Completed Operations Aggregate • $1,000,000 Each Occurrence • $1,000,000 Personal Injury and Advertising Injury • $ 100,000 Fire Damage Liability • $ 5,000 Medical Expenses — Each Person o Limits must be on a "Per Project Aggregate". o City of Meridian and Beniton Construction Company must be listed as additional insured (ISO Form CG2010 (11/85), or CG2010 (10/01) and CG2037 (10/01), or Equivalent). A copy of the endorsement adding Beniton Construction Company shall be included with the certificate of insurance. o Completed operations coverage will remain in effect for 2 years after project completion. Business Automobile Liability • $1,000,000 Each Occurrence Worker's Compensation and EmOovers Liabilitv Insurance • Statutory Limits • Employers Liability o $1,000,000 Each Accident o $1,000,000 Policy Limits o $1,000,000 Each Employee Excess Liability • $1,000,000 For Architects, Engineers, Surveyors, & Testing Firms: Professional Liability (Errors and Omissions) — Continued for Two (2) Years After Project Completion • $1,000,000 per claim and $2,000,000 aggregate for annual claims made coverage OR • $1,000,000 project coverage ➢ Certificate of Insurance must be project specific. ➢ Please provide written documentation in regards to your insurance contract(s) cancellation terms. ➢ Insurance is to be Primary & Non -Contributory to any liability insurance carried by Beniton Construction Co., Inc. and City of Meridian. ➢ Waiver of Subrogation applies in favor of Beniton Construction Co., Inc. and City of Meridian. AC , CERTIFICATE LIABILITY INSURANCE DATE (MWDDNYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poilcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Producer's name and address PHONE FAX 1Q. ExtI4 AIC No): EMAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC # S 1 00Q 000 Issuing company; AM BEST A-Vti.or Better X COMMERCIAL GENERAL LIABILITY INSURED INSURER 0: _ INSURER C : �' 0AMAWT6RENTE0s PREMISES E. pccurtencej Subcontractor name and address INSURER D: INSURER E : INSURER F CUVtKAUtS CERTIFICATE NUMBER: Rt=U1l%I(1AI 1UI18flRFR1 11 - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEID ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH TO WHICH THIS ,RESPECT CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR I TYPE OF INSURANCE INSR IADDL SUER --^----- POLICY NUMBER MM/DPYfYYYY I ADJYYYYI LIMITS ACCORDANCE WITH THE POLICY PROVISIONS. GENERAL LIABILITY AUTHORIZED REPRESENTATIVE Meridian, ID 83680 Original Signature EACH OCCURRENCE S 1 00Q 000 X COMMERCIAL GENERAL LIABILITY r--- (-� 0AMAWT6RENTE0s PREMISES E. pccurtencej _ CLAIMS -MADE OCCUR MEDEXP (Any one person) S 10 000 PERSONAL a ADV INJURY _ $ 1,000,000 Current policy # 09/01/2011 09/01/2012 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS -COMP/OP.AGG $ 2 0Q9 QQQ POLICYFX PROT- LOC .. .. '', , S AU _._ TYMIT TOMOBILE LIABILITY l�. `, ', INE I G L �a accident S 1.000 000 X ANY AUTO BODILY INJURY (Per person) $ ALL OWNED SCHEDULED AUTos ��- AUTOS SNEn Current policy # '� 09/01/2011 09/01/2012 BODILY INJURY (Per accident) S PROPERTY DAMAGE Per accident HIRED AUTOS AUTOS S $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE S 1,000,000___._ EXCESS LIAB CLAIMS -MADE i Current policy# 09/01/2011 09/01/2012 AGGREGATE S 1,000,000 DED RETENTIONS, i $ WORKERS NSATION A O WC L h if XY AND EMPLO ERS�L ABILITY YIN RTH- _ _ ANY PROPRIETORlPARTNER/EXECUTIVE OFFICEfMEMBER EXCLUDED? El NrAI Current policy# 09/01/2011 09/01/2012 E.L. EACH ACCIDENT __ $1 QOQQ00 E.L. DISEASE_- EA EMPLOYE (Mandatory in NHI 5 1 000,000 If yes, dosuibo under E.L. DISEASE - POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS /LOCATIONS I VEHICLESi Poach ACORD 101, Additional Remarks Schedule, If more space Is required) Re: City of Meridian Waste Water Treatment Plant Maintenance Shop. City of Meridian and Beniton Construction are listed as Additional Insured perthe Commercial General Liability coverage on a primary and non-contributory basis regarding above project provided by form CG2010 10/01 and CG2037 10/01 (or equivalent). Waiver of Subrogation applies in favor of the Beniton Construction Company, Inc. and owner (except WC). CERTIFICATE HOLDER CANCFI I ATInN ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Beniton Construction Company, Inc. ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 838 AUTHORIZED REPRESENTATIVE Meridian, ID 83680 Original Signature ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD September • NUMBER:, 2014 ITEM PROJECT NUMBER: ITEM TITLE: POLICE DEPARTMENT SRO AGREEMENT Police Department: Approval of the West Ada School District School Resource Officer (SRO) Agreement for the 2014-2015 School Year for Five Middle School SRO's MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS THIS AGREEMENT, entered into by the City of Meridian, a political subdivision of the State of Idaho, hereinafter referred to as "the City of Meridian", and Joint School District Number 2, Meridian, Idaho hereinafter referred to as "the District". WHEREAS, the District desires increased law enforcement from the City, through the Meridian Police Department; and WHEREAS, the City of Meridian and the Meridian Police Department desire to provide increased law enforcement services to the District, through the Meridian Police Department; and WHEREAS, the parties recognize their mutual interest can be furthered through the use of the School Resource Officer (SRO) Program of the Meridian Police Department; NOW, THEREFORE, for and in consideration of the mutual covenants and promises contained herein, the parties agree as follows: 1. This Agreement shall be for the sole benefit of the District and the City and shall not be interpreted to benefit third parties. The relationship of the parties hereto is that of contractor and independent contractor, and it is expressly understood and agreed that each party and their officers, agents, and employees do not in any way, nor for any purpose, become a partner, agent, joint venturer, servant, or employee of the other. 2. The City of Meridian, through the Meridian Police Department, shall provide School Resource Officer services at designated campuses, as referenced in Paragraph 3 below, including, but not limited to: investigating and preventing crimes against persons or property; identifying and arresting violators of state and local laws; filing investigative reports and other required reports or documents; patrolling; and, to a limited extent, maintaining building security, controlling traffic, and enforcing traffic laws. 3. The City of Meridian shall provide one (1) School Resource Officer at Meridian Middle School, one (1) School Resource Officer at Sawtooth Middle School, one (1) School Resource Officer at Lewis and Clark Middle School, one (1) School Resource Officer at Heritage Middle School, and one (1) School Resource Officer to cover Central Academy, Meridian Academy, Crossroads Middle School, and Pathways Middle School. 4. As a member of the school management team, the SRO shall endeavor to maintain open and regular communication with the assigned school principal and shall positively promote the school, staff, students, and administration to the community. 5. The Meridian Police Chief and the District will determine how the officers performing the duties under this Agreement will be deployed, and the manner in which the services contemplated by the Agreement shall be provided. The Meridian Police Department will communicate to the assigned school principal whenever concerns or problems regarding scheduling, duties, or other items occur. The interiors of buildings will not be patrolled by SRO's except as is necessary to investigate crimes and apprehend criminal suspects; however, the SRO's shall maintain high visibility with students during break and lunch periods. 6. The Meridian Police Chief and his officers shall have the right to exercise due discretion in the performance of this Agreement, including, but not limited to the type, nature, extent, and result of any response or activity undertaken by the Meridian Police Chief and his officers. 7. a. With the exception of paragraph 7(b) below, the conduct of the Meridian Police Chief and his officers will be governed by the Meridian Police Policy Manual (hereinafter "Manual"). In the event that the District's procedures conflict with the procedures set forth in the Manual, the provisions of the Manual shall prevail. The Manual which will be maintained at the Meridian Police Department shall be an integral part of this Agreement and it is incorporated herein as if set forth fully. b. District and Parental Notifications. Not withstanding any other provisions herein to the contrary, the following procedures shall be used in all instances with regard to notifying the principal and/or a student's parents about the interaction of SROs with students: L When an SRO interviews a student in the course of investigating a crime, the SRO shall notify the school principal, or designee, of the fact that an interview with the student was conducted, no later than the end of the school day in which the interview was conducted. ii. In the event that a student is arrested by an SRO or if the SRO finds it otherwise necessary to remove the student from school, the SRO shall immediately notify the principal of the school, or designee. iii. Upon receiving notice of any of the above circumstances from an SRO, the principal, or his or her designee, shall make reasonable efforts to contact the student's parent or guardian. If contact is made, the principal may tell the parent or guardian of the student that a police officer questioned the student, removed the student from campus, or arrested the student, as the case may be, and may further state that additional information may be obtained by contacting the Meridian Police Department or if another enforcement agency is involved of which the principal is aware the principal may then give the parent or guardian that information. iv. If a student's parent or guardian contacts the principal about interviews conducted by an SRO, the principal may disclose any information received by the principal from the SRO and may refer further questions to the Meridian Police Department or the correct law enforcement agency if another law enforcement agency is involved of which the principal is aware. Liability arising from any of the above actions shall be governed by paragraphs 18 and 19 of this Agreement. 8. The City of Meridian shall use five (5) suitably trained police officers in meeting its obligation herein, each of whom may be physically present at one of the school campuses referenced in Paragraph 3, in accordance with a schedule that is mutually agreeable to the District and the Meridian Police Department. If scheduling conflicts occur causing an SRO to be off campus during a scheduled on -campus period, efforts will be made to provide prior notice and arrange with the assigned school principal to provide adequate coverage. 9. Meridian police officers providing additional services and police protection under the terms of this Agreement will wear the authorized uniform of the Meridian Police Department. 10. The parties recognize that the District may from time to time adopt policies, procedures, rules, and regulations affecting the conduct of persons present on the campuses referenced in Paragraph 3. To the extent that violation of those policies, procedures, rules, and regulations constitutes a violation of law, including breach of the peace, or a threat to public health or safety, those policies, procedures, rules, and regulations will be enforced by the Meridian Police Chief and his officers. To the extent that violation of those policies, procedures, rules, and regulations does not constitute a violation of the law, the Meridian Police Department is not required to take law enforcement action and will leave the enforcement thereof to the District. SRO's shall inform the principal, or his designee, of violations of school policies, procedures, rules or regulations of which he/she has personal knowledge. 11. This Agreement is for a period commencing on or about August 25, 2014, and ending on or about June 3, 2015 in accordance with the Meridian School District Calendar. It is agreed under the terms of this Agreement that the SRO's shall commence the duties set forth herein one (1) week prior to the first day of classes in the fall of 2014, and will complete the obligations one (1) day after the last day of classes in June 2015. At the present time, the dates set forth in this section are the anticipated starting and ending dates. However, each party to this agreement recognizes, that as of this date, the start and end dates of the 2014 — 2015 school year are tentative and may be changed, and if there are changes, this Agreement shall incorporate such changes as if set forth fully herein. 12. As consideration for the services provided by the City of Meridian pursuant to the terms of this Agreement, the District shall pay the total sum of $221,018.00 to the City of Meridian in two installments. One-half shall be paid on January 30, 2015, and the balance on or before May 31, 2015. 13. Security for special events will be approved and the City of Meridian compensated as follows: SPECIAL EVENTS a. The District shall provide the Meridian Police Department with a list of special events and scheduled after-school activities for all schools within the city limits of Meridian at which the District is requesting law enforcement officers to be present. The Meridian Police Department shall provide a minimum of two police officers for each event. b. If an event should arise that is not on the original special event list provided by the District, the Community Service Division (CSD) SRO Sergeant shall attempt to provide two law enforcement officers to comply with the request. 3 RECORD OF TIME AND REIMBURSEMENT C. SRO's who attend a special event at his/her designated school and/or officers who work at special events at the request of a district school principal shall complete a Meridian Police Department Time Slip for the event and the requesting principal or his/her designee must sign and approve the completed slip. The SRO and/or officers shall then submit the Meridian Police Department Time Slip to the SRO Sergeant. PAYMENT d. The SRO Sergeant of the Meridian Police Department shall prepare and submit an invoice to the Meridian City Finance Department. The Meridian City Finance Department will invoice the individual school(s) hosting the special event(s) at which SRO(s) or other officers worked at the end of each month. The District shall pay one-half (1/2) of the overtime pay due and owing an SRO who worked at the request of his/her designated school at the SRO's hourly overtime salary. The District shall pay Meridian Police Department standard overtime for all other required Meridian Police Department Officers. 14. The parties recognize that a school within the District may desire to have the Meridian Police Department provide additional security services for sanctioned school events. This agreement does not govern the provision of such additional security services. Additional security services for school events may be addressed in an addendum to this Agreement or in a separate agreement at a later date. 15. The District agrees to provide officers with adequate office space and suitable desks and chairs for the purpose of this Agreement. 16. It is acknowledged by the parties that City of Meridian personnel acting pursuant to this Agreement are not the employees or agents of the District or schools within the District, but rather, they remain the employees of the City of Meridian. 17. Law enforcement personnel acting pursuant to this Agreement may be absent from their assigned campuses on holidays observed by the District. 18. In the event the City of Meridian or any of its officers, agents, employees, insurers, or indemnitors have any claim, demand, suit, or judgement asserted against them which arises from acts or omissions of the District, its officers, agents, or employees, the District shall, at its expense, defend and indemnify the City, its officers, agents, employees, insurers, and indemnitors, and hold them harmless in the premises. 19. In the event the District or any of its officers, agents, employees, insurers, or indemnitors have any claim, demand, suit, or judgment asserted against it which arises from acts or omissions of the City of Meridian, its officers, agents, or employees, the City of Meridian shall, at its expense, defend and 8 indemnify District, its officers, agents, employees, insurers, and indemnitor, and hold them harmless in the premises. 20. It is acknowledged by the parties that District personnel acting pursuant to this Agreement are not the employees or agents of the City of Meridian, but rather, they remain the employees of the District. 21. This Agreement may be cancelled by either party for non- conformance or poor performance, on thirty (30) days written notice. If the performance defect is corrected during the thirty (30) day period, this Agreement shall continue in full force and effect. If the City of Meridian terminates this Agreement due to the District's failure to timely correct the default in its performance, the District shall pay to the City of Meridian the consideration set out in Paragraph 11, prorated to reflect the number of school days in which services were actually performed by the City of Meridian. 22. The Assistant Superintendent for the school district has the authority to execute this Agreement on behalf of the District; and she/he shall promptly bring this Agreement before said Board of Trustees for its ratification at a regularly scheduled meeting. 23. This Agreement shall be interpreted in accordance with the laws of Idaho. 24. This Agreement constitutes the entire agreement of the parties and all other agreements, oral or written, are included in and merged herein. 9 25. This agreement may be modified only by a mutually executed written addendum signed by the Meridian School District Assistant Superintendent and the Mayor of the City of Meridian. 26. The principal of each school shall, in writing, provide the Meridian Police Chief with a designee to contact in the event the SRO cannot contact the principal when so required pursuant to this Agreement. 27. Any and all notices required to be given by either of the parties hereto, unless otherwise stated in this Agreement, shall be in writing and be deemed communicated when mailed via the United States mail, addressed as follows: Chief of Police Meridian Police Department 1401 E. Watertower Ave. Meridian, Idaho 83642-2300 Assistant Superintendent Meridian School District 1303 E. Central Drive Meridian, Idaho 83642 Either party may change its address for the purpose of this paragraph by giving written notice of such change to the other in the manner herein provided. 28. If any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. 10 r DATED this day of F , 2014. CITY F-MERfDIAN--- - Tam d eerd May Meridian BY: ffyChief of P4/ice A T: �yce&-+-Iolmanl'' City Clerk 1 ` ty a SEAL q r ,JOINT SCHOOL (STRICT NO. 2 By: As istant Suae intendent SEAL rman of the Board 11 September • 2014 Police Department: Approval of the West Ada School District/Idaho State University School Resource Officer (SRO) Agreement for the 2014-2015 school year for one SRO MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS THIS AGREEMENT, entered into by the City of Meridian, a political subdivision of the State of Idaho, hereinafter referred to as "the City of Meridian", and Joint School District Number 2, Meridian, Idaho hereinafter referred to as "the District", and Idaho State University, Meridian, Idaho, hereinafter referred to as "ISU". WHEREAS, the District and ISU desire increased law enforcement from the City, through the Meridian Police Department; and WHEREAS, the City of Meridian and the Meridian Police Department desire to provide increased law enforcement services to the District and ISU, through the Meridian Police Department; and WHEREAS, the parties recognize their mutual interest can be furthered through the use of the School Resource Officer (SRO) Program of the Meridian Police Department; NOW, THEREFORE, for and in consideration of the mutual covenants and promises contained herein, the parties agree as follows: 1. This Agreement shall be for the sole benefit of the District, ISU, and the City and shall not be interpreted to benefit third parties. The relationship of the parties hereto is that of contractor and independent contractors, and it is expressly understood and agreed that each party and their officers, agents, and employees do not in any way, nor for any purpose, become a partner, agent, joint venturer, servant, or employee of the other. 2. The City of Meridian, through the Meridian Police Department, shall provide School Resource Officer services at the designated campus, as referenced in Paragraph 3 below, including, but not limited to: investigating and preventing crimes against persons or property; identifying and arresting violators of state and local laws; filing investigative reports and other required reports or documents; patrolling; and, to a limited extent, maintaining building security, controlling traffic, and enforcing traffic laws. 3. The City of Meridian shall provide one (1) School Resource Officer at the Unified School District #2 main administration building and Idaho State University Meridian complex located at 1303, 1307, and 1311 E. Central Drive, Meridian, Idaho, hereinafter referred to as the "Campus". 4. As a member of both schools management teams, the SRO shall endeavor to maintain open and regular communication with the assigned school officials and shall positively promote the schools, staff, students, and administration to the community. 5. The Meridian Police Chief, the District, and ISU will determine how the officers performing the duties under this Agreement will be deployed, and the manner in which the services contemplated by the Agreement shall be provided. The Meridian Police Department will communicate to the assigned school officials whenever concerns or problems regarding scheduling, duties, or other items occur. The SRO shall maintain high visibility with students during breaks and meal periods. 2 6. The Meridian Police Chief and his officers shall have the right to exercise due discretion in the performance of this Agreement, including, but not limited to the type, nature, extent, and result of any response or activity undertaken by the Meridian Police Chief and his officers. 7. a. With the exception of paragraph 7(b) below, the conduct of the Meridian Police Chief and his officers will be governed by the Meridian Police Policy Manual (hereinafter "Manual"). In the event that the District's or ISU's procedures conflict with the procedures set forth in the Manual, the provisions of the Manual shall prevail. The Manual which will be maintained at the Meridian Police Department shall be an integral part of this Agreement and it is incorporated herein as if set forth fully. b. Parental Notifications for students of the District or a student under 18 years of age at ISU. Not withstanding any other provisions herein to the contrary, the following procedures shall be used in all instances with regard to notifying the District principal and/or a student's parents about the interaction of the SRO with students from the district or student under 18 from ISU: L When an SRO interviews a student in the course of investigating a crime at the campus location, the SRO shall notify the school officials, or designee, of the fact that an interview with the student was conducted, no later than the end of the school day in which the interview was conducted. ii. In the event that a student is arrested by an SRO or if the SRO finds it otherwise necessary to remove the student from school, the SRO shall immediately notify the District / ISU officials, or designee. iii. Upon receiving notice of any of the above circumstances from an SRO, the District officials, or his or her designee, shall make reasonable efforts to contact the student's parent or guardian. If contact is made, the district official may tell the parent or guardian of the student that a police officer questioned the student, removed the student from campus, or arrested the student, as the case may be, and may further state that additional information may be obtained by contacting the Meridian Police Department or if another enforcement agency is involved of which the District official is aware the official may then give the parent or guardian that information. iv. If a student's parent or guardian contacts the District / ISU officials about interviews conducted by an SRO, the officials may disclose any information received from the SRO and may refer further questions to the Meridian Police Department or the correct law enforcement agency if another law enforcement agency is involved of which the officials are aware. Liability arising from any of the above actions shall be governed by paragraphs 18 and 19 of this Agreement. 8. The City of Meridian shall use a suitably trained police officer in meeting its obligation herein, whom should be physically present at the campus location referenced in Paragraph 3, in accordance with a schedule that is mutually agreeable to the District, ISU, and the Meridian Police Department. If scheduling conflicts occur causing an SRO to be off campus during a scheduled on -campus period, efforts will be made to provide prior notice and arrange with the District / ISU officials to provide adequate coverage. 9. Meridian police officers providing additional services and police protection under the terms of this Agreement will wear the authorized uniform of the Meridian Police Department. 10. The parties recognize that the District and ISU may from time to time adopt policies, procedures, rules, and regulations affecting the conduct of persons present on the campuses referenced in Paragraph 3. To the extent that violation of those policies, procedures, rules, and regulations constitutes a violation of law, including breach of the peace, or a threat to public health or safety, those policies, procedures, rules, and regulations will be enforced by the Meridian Police Chief and his officers. To the extent that violation of those policies, procedures, rules, and regulations does not constitute a violation of the law, the Meridian Police Department is not required to take law enforcement action and will leave the enforcement thereof to the District or ISU. The SRO shall inform the school officials, or their designees, of violations of school policies, procedures, rules or regulations of which he/she has personal knowledge. 11. This Agreement is for a period commencing on or about August 25, 2014, and ending June 3, 2015. It is agreed under the terms of this Agreement that the SROs shall commence the duties set forth herein one (1) week prior to the first day of classes in the fall of 2014, and will complete the obligations one (1) day after the last day of classes in June 2015. At the present time, the dates set forth in this section are the anticipated starting and ending dates. However, each party to this agreement recognizes, that as of this date, 5 the start and end dates of the 2014 — 2015 school year are tentative and may be changed, and if there are changes, this Agreement shall incorporate such changes as if set forth fully herein. 12. As consideration for the services provided by the City of Meridian pursuant to the terms of this Agreement, the District and ISU shall pay the total sum of $25,000.00 each ($50,000.00 total) to the City of Meridian in two installments. One-half ($12,500) shall be paid on January 30, 2015 by both parties, and the balance on or before May 31, 2015 by both parties. 13. Security for special events will be approved and the City of Meridian compensated as follows: SPECIAL EVENTS a. The District or ISU shall provide the Meridian Police Department with a list of special events and scheduled after-school activities for the campus at which the District or ISU is requesting law enforcement officers to be present. The Meridian Police Department shall provide a minimum of one police officers for each event. b. If an event should arise that is not on the original special event list provided by the District or ISU, the Community Service Division (CSD) SRO Sergeant shall attempt to provide the law enforcement officers to comply with the request. RECORD OF TIME AND REIMBURSEMENT C. SRO's who attend a special event at his/her designated school and/or officers who work at special events at the request of the District or ISU Officials shall complete a Meridian Police Department Time Slip for the event and the requesting officials or his/her designee may sign and approve the completed slip. The SRO and/or officers shall then submit the Meridian Police Department Time Slip to the SRO Sergeant. PAYMENT d. The SRO Sergeant of the Meridian Police Department shall prepare and submit an invoice to the Meridian City Finance Department. The Meridian City Finance Department will invoice the District or ISU hosting the special event(s) at which SRO(s) or other officers worked at the end of each month. The District or ISU shall pay one-half (1/2) of the overtime pay due and owing an SRO who worked at the request of his/her designated school at the SRO's hourly overtime salary. The District or ISU shall pay Meridian Police Department standard overtime for all other required Meridian Police Department Officers. 14. The parties recognize that a school within the District or ISU may desire to have the Meridian Police Department provide additional security VA services for sanctioned school events at other locations. This agreement does not govern the provision of such additional security services. Additional security services for school events may be addressed in an addendum to this Agreement or in a separate agreement at a later date. 15. The District / ISU agrees to provide the SRO with adequate office space and suitable desks and chairs for the purpose of this Agreement. 16. It is acknowledged by the parties that City of Meridian personnel acting pursuant to this Agreement are not the employees or agents of the District or ISU, but rather, they remain the employees of the City of Meridian. 17. Law enforcement personnel acting pursuant to this Agreement may be absent from their assigned campuses on holidays not observed by the District or ISU. 18. In the event the City of Meridian or any of its officers, agents, employees, insurers, or indemnitors have any claim, demand, suit, or judgment asserted against them which arises from acts or omissions of the District or ISU, its officers, agents, or employees, the District or ISU shall, at its expense, defend and indemnify the City, its officers, agents, employees, insurers, and indemnitors, and hold them harmless in the premises. 19. In the event the District or ISU or any of its officers, agents, employees, insurers, or indemnitors have any claim, demand, suit, or judgment asserted against it which arises from acts or omissions of the City of Meridian, its officers, agents, or employees, the City of Meridian shall, at its expense, defend 8 and indemnify the District, ISU and their officers, agents, employees, insurers, and indemnitor, and hold them harmless in the premises. 20. It is acknowledged by the parties that District or ISU personnel acting pursuant to this Agreement are not the employees or agents of the City of Meridian, but rather, they remain the employees of the District or ISU. 21. This Agreement may be cancelled by any of the three parties for non- conformance or poor performance, on thirty (30) days written notice. If the performance defect is corrected during the thirty (30) day period, this Agreement shall continue in full force and effect. If the City of Meridian terminates this Agreement due to the District's or ISU's failure to timely correct the default in its performance, the District or ISU shall pay to the City of Meridian the consideration set out in Paragraph 11, prorated to reflect the number of school days in which services were actually performed by the City of Meridian. 22. The Assistant Superintendent has the authority to execute this Agreement on behalf of the District; The Provost and Vice President for Academic Affairs have the authority to execute the agreement on behalf of Idaho State University; and she/he shall promptly bring this Agreement before said Board of Trustees (District) and Vice President of Finance and Administration (ISU) for its ratification. 23. This Agreement shall be interpreted in accordance with the laws of Idaho. 24. This Agreement constitutes the entire agreement of the parties and all other agreements, oral or written, are included in and merged herein. E 25. This agreement may be modified only by a mutually executed written addendum signed by the Meridian School District Assistant Superintendent, the Idaho State University Director of Public Safety and the Associate Vice President of University Programs and the Mayor of the City of Meridian. 26. The District and ISU officials, in writing, shall provide the Meridian Police Chief with a designee to contact in the event the SRO cannot contact the designated official when so required pursuant to this Agreement. 27. Any and all notices required to be given by either of the parties hereto, unless otherwise stated in this Agreement, shall be in writing and be deemed communicated when mailed via the United States mail, addressed as follows: Chief of Police Meridian Police Department 1401 E. Watertower Ave. Meridian, Idaho 83642-2300 Dr. Bruce Gestrin Assistant Superintendent Meridian School District 1303 E. Central Drive Meridian, Idaho 83642 Bessie Katsimlometes, Ph.D. Associate Vice President of University Programs Idaho State University 1311 E. Central Drive Meridian, Idaho 83642 Either party may change its address for the purpose of this paragraph by giving written notice of such change to the other in the manner herein provided. 10 28. If any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. 11 DATED this day of2014. CITY O-ER-FDIA r Tamm de leer — -- Mayor eridian BY: V. Jey M idian Chief of olice A'TEST h� k„ �t A i = J yCe o City Clerk s1E, SEAL JOINT SCHOOL DISTRICT NO. 2 By: .j) Dr. Bruce Gestrip "istant Supgfintendent SEAL rman of the SEAL IDAHRSTATE UNIVERSITY Jambs Fletcher .VjQ6-President, Finance and Administration 12 September . 2014 Water Main Easement for Scentsy Pine Street Campus MEETING NOTES c�Ex+ Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS C ER�DIAM-- q/(, Community Development Department TO: Mayor Tammy de Weerd Members of the City Council FROM: Denny Cline DATE: 9/9/14 SUBJECT: Scentsy Water Main Easement A. Move to: Land DevelopmentServices Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 1. Approve a Water Main Easement for the City of Meridian, located on site of the Scentsy Campus. 2. This easement provides the City of Meridian access to a public water main installed to provide service for a building on the Scentsy Campus, 3. Authorize the Mayor to sign the easement, and the City Clerk to attest. II. DEPARTMENT CONTACT PERSONS Bruce Chatterton, Community Development Director Bruce Freckleton, Development Services Manager Denny Cline, Development Analyst II Denny Cline,"Development Analyst II on, Development Services Manager 884-5533 489-0362 489-0371 Recommending Approval Ph: 208.887.2211 o www.meridiancityorg > Fax 208.887.1297 Rev: 01/2013 ADA COUNTY RECORDER Christopher D. Rich 2014-075849 BOISE IDAHO Pgs=5 LISA BATT 09/1712014 10:57 AM MERIDIAN CITY NO FEE IIIIIIIIIIIIIIIIIitl111ll IIIII111111111l111 III 1 III 00022115201400758490050057 THIS INDENTURE, made this 2:2!i -ay of4tme, 2014 between H.O.T. 1 LLLP, the party of the first part, and hereinafter called the Grantor, and the City of Meridian, Ada County, Idaho, the party of the second part, and hereinafter called the Grantee; WITNESSETH: WHEREAS, the Grantor desires to provide a water main right-of-way across the premises and property hereinafter particularly bounded and described; and WHEREAS, the water main is to be provided for through an underground pipeline to be constructed by others; and WHEREAS, it will be necessary to maintain, service and subsequently connect to said pipeline 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 construction, operation, maintenance, repair, replacement of a water main over and across the following described property: (SEE ATTACHED EXHIBIT A and B) The easement hereby granted is for the purpose of construction and operation of a water line and their allied facilities, together with their maintenance, additional connection thereto, 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 construction, making repairs, performing other maintenance or making subsequent connection to the water line, Grantee shall restore the area of the easement and adjacent property to that existent prior to undertaking such construction, 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 hereby covenants and agrees that they 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 hereby 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 Water Main Easement Easement for HOT 1 LLLP effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that they are lawfully seized and possessed of the aforementioned and described tract of land, and that they have a good and lawful right to convey said easement, and that they will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. GRANTOR: H.O.T. 1 LLLP R. Orville Thompson, lbeneral Partner STATE OF IDAHO ) ) ss County of Ada ) a usl- On this 2 -?-r,4 day of*, 2014, before me, the undersigned, a Notary Public in and for said State, personally appeared R. Orville Thompson, known or identified to me to be a General Partner of the Limited Liability Limited Partnership that executed the within instrument, and acknowledged to me that such Partnership executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year fist above written. NOTARY PUA6&T0k IDAHO Residing at 6� -?:-pCommission Expn•es: / 7 - Water Water Main Easement Easement for HOT 1 LLLP GRANTEE: CITY OF MERIDIAN Tammy de W , Mayor��`' 1 AAll { ................ ,. ./� C qty o Y R� ✓ Attest b ay J ee L. Holman, City Cleft , 'A Approved By City Council On: STATE OF IDAHO ss County of Ada On this day of _; 20 ,before me, the undersigned, a Notary Public in and for said State, personally appeared TAMMY DE WEERD and JAYCEE L. HOLMAN, known to me to be the Mayor and City Clerk, respectively, of the City of Meridian, Idaho, and who executed the within instrument, and acknowledged to me that the City of Meridian executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. :!1 NOTARY PUBLIC FOR IDAHO 3 '�' Lam." . Residing at. = ct � Y Commission Expires: e f Y - Water Main Easement Easement for HOT 1 LLLP 111141091 An easement being |Ooobed in the 8E 1/4 of Section 8. Township 3 Nodh, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Co[nnn8D[jng at an a|VDninUn0 cap monument marking the northwest corner Ufsaid SE Y4, from which a brass cap monument marking the northeast corner of said SE 1/4 bears N 89'39'03" E a distance of2015.04feet; Thence N80"39'03"Ealong the northerly boundary nfsaid 8E1/4adistance of02S85feet toe point; Thence leaving said northerly boundary GD"2U'57"E@distance of51.00feet ho8point ODthe oOUthedv right-of-way ofE.Pine St. and the POINT OF BEGINNING; Thence leaving said southerly right-of-way S 0'20'57" E a distance of 58.00 feet to a point; Thence 88Q"3Q'U3"VVadistance nfG.8Qfeet to8point; Thence S 0003'42"VV@ distance of 14O.48feet t08 point; Thence S8Q"5O'15"Eadistance 0f33.81feet t0Gpoint; Thence S O°03'42"VV odiatenco of 1U.80feet to e point; Thence N8A°5O'15"VVadistance of43.S1feet tnapoint; Thence NO"O3'42"EGdistance of15O.41feet t0opoint; Thence S8Q°3Q`O3"VV@distance Of5.31feet |oepoint; Thence N 0°20'57"VV a distance 0f58.80feet ioa point; Thence N8Q"3Q`O3"Eodistance of20OOf�o([nthe��|y�T��8��YdU0��^' . This parcel contains 3084 square feet and is subject to any other easements existing or in use. Clinton W. HaOsen, PLS Land Solutions, PC October 28, 2013 o n i� -Land mnteylngand Consulting 1118 C) k IV . '! ocenmoommmw Job No. in -3n Page 1vf1 ` Q1 (9-- — —m.zaea—1 D: m x t., CV) z r 0 LU U Lnr, 4N, It, Q) mr�vco LU (o Z poi LV N 13-1 zic k1l Lj .9 IA ob I C, "itco NIrv, N Q3 %ZI w IP I HA m LZ t., CV) a r 0 U Lnr, 4N, It, Q) mr�vco (o Z poi Q, zic k1l Lj .9 IA ob I C, "itco NIrv, HA i, LZ t., Q) Q, Q, N Q3 %ZI HA September 16, 2014 ITEM NUMBER:5 NUMBER:PROJECT ITEM TITLE: WATER MAIN EASEMENT Water Main Easement for Scentsy Commercial 1I I CIA UT, IWO• Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS (::�7VIE IDIAN,,- Community Development Department TO: Mayor Tammy de Weerd Members of the City Council FROM: Denny Cline DATE: 9/9/14 SUBJECT: Scentsy Water Main Easement • A. Move to: Land Development Services Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 1. Approve a Water Main Easement for the City of Meridian, located on site of the Scentsy Campus. 2. This easement provides the City of Meridian access to a public water main installed to provide service for a building on the Scentsy Campus. 3. Authorize the Mayor to sign the easement, and the City Clerk to attest. 11�7�7_�t�Til�i��•Z•7►�_T•ii]�1��•]►�9 Bruce Chatterton, Community Development Director Bruce Freckleton, Development Services Manager Denny Cline, Development Analyst II Denny Cline, 6evelopment Analyst II Bruce klton, Development Services Manager 884-5533 489-0362 489-0371 Recommending Approval Ph: 208.887.2211 > www.meridiancity,org i Fax 208.887.1297 Rev: 01/2013 ADA COUNTY RECORDER Christopher D. Rich 2014-075848 BOISE IDAHO Pgs=5 LISA BATT 09/17/2014 10:57 AM MERIDIAN CITY NO FEE 1111111111111111111111111111111111111111111111111 00022114201400768480060060 WATER MAIN EASEMENT THIS INDENTURE, made this x2 ay of4tme, 2014 between H.O.T. 1 LLLP, the party of the first part, and hereinafter called the Grantor, and the City of Meridian, Ada County, Idaho, the party ofthe second part, and hereinafter called the Grantee; WITNESSETH: WHEREAS, the Grantor desires to provide a water main right-of-way across the premises and property hereinafter particularly bounded and described; and WHEREAS, the water main is to be provided for through an underground pipeline to be constructed by others; and WHEREAS, it will be necessary to maintain, service and subsequently connect to said pipeline 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 construction, operation, maintenance, repair, replacement of a water main over and across the following described property: (SEE ATTACHED EXHIBIT A and B) The easement hereby granted is for the purpose of construction and operation of a water line and their allied facilities, together with their maintenance, additional connection thereto, 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 construction, making repairs, performing other maintenance or making subsequent connection to the water line, Grantee shall restore the area of the easement and adjacent property to that existent prior to undertaking such construction, 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 hereby covenants and agrees that they 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 hereby 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 Water Main Easement Easement for HOT 1 LLLP effect and shall be completely relinquished. THE GRANTOR does hereby covenant with the Grantee that they are lawfully seized and possessed of the aforementioned and described tract of land, and that they have a good and lawful right to convey said easement, and that they will warrant and forever defend the title and quiet possession thereof against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said parties of the first part have hereunto subscribed their signatures the day and year first herein above written. GRANTOR: H.O.T. 1 LLLP R. Orville Thompson, 6eneral Partner STATE OF IDAHO ) ) ss County of Ada ) ^-KAd s4— On this day of ire, 2014, before me, the undersigned, a Notary Public in and for said State, personally appeared R. Orville Thompson, known or identified to me to be a General Partner of the Limited Liability Limited Partnership that executed the within instrument, and acknowledged to me that such Partnership executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year fist above written. (SEAL) NOTARY P R IDAHO Residing at�� , --z:7D Commission ExpYes: /2/ Water Main Easement Easement for HOT 1 LLLP GRANTEE: CITY OF MERIDIAN Tammy erd, Mayor Z .Jlt, `�j Ai L'D 1L1tL �a t i S' of AT est byaycee-L: Holman, y Cit irk Approved By City Council On: STATE OF IDAHO ss County of Ada t On this day of . , 201 , before me, the undersigned, a Notary Public in and for said State, personally appeared TAMMY DE WEERD and JAYCEE L. HOLMAN, known to me to be the Mayor and City Clerk, respectively, of the City of Meridian, Idaho, and who executed the within instrument, and acknowledged to me that the City of Meridian executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. x 3 _ C t 3 ' �v NOTARY PUBLIC FOR IDAHO (SEAL) 9 Residing at f r dt Commission Expires: < { Water Main Easement Easement for HOT I LLLP Leaal Description 66A NEW AD easement being \nC8t0d in the SE 1/4 of Section 8, Township 3 NO[th, R8OOn 1 E8GL Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing *da brass cap monument marking the southeast corner Ofsaid SE 1/4, from which a brass cap monument marking the northeast corner of said SE 114 bears N 1"02`07° E a distance of265U.24feet; Thence N1°02'07"Ealong the easterly boundary of said GE1/4edistance of1740.28feet to a point; Thence leaving said easterly boundary N 88"55'28" W a distance of 127.02 feet to point on the westerly ' of N. Fnolg Road; Thence leaving said westerly hg N88"55'27"VVadistance ufUQ1.3Qfeet Uothe POINT OF BEGINNING; . Thence G2"28'3O"VVadistance of17UO4feet h}8point; Thence S87"10'18"Eadistance of5S.0Ofeet toapoint; Thence S2°40'42"VVadistance nf2O.00feet hoopoint; Thence N87"10'18"VVadistance of5Q.79feet toapoint; Thence S2"20'8O"VVadistance Of3O.35feet t0apoint; Thence SSO"00'0D"Eodistance nf118.O6feet huapoint; Thence N 0000'00" E e distance of 1O.O0feet to a point; Thence N9O"OO'DO" Eadistance of1O.21 feet tno point; Thence S1"11'20"VVadistance 0f3D.O1feet toapoint; Thence NQO°OO'OO"VV@distance Of140.54feet tV8point; Thence N3"29'3D"Eadistance 0f24O.78feet (o8point; Thence G88"55'27"Eedistance Of19.A8feet tothe POINT OF BEGINNING; This parcel contains 8O74square feet and is subject homy other 11118 easements existing nrinuse. Clinton VV.Hansen, PLS Land Solutions, PC October 28, 2013 --�--~^^ Scentsy Commons To Ia�1mt�mm"� JobNo. l8�O �"^^=�" and o�m� "o Page 1of1 PZ Varge 03 ,96'!06 I A X LU LLI V) LLJ rv- LJLJ V-) u L/) avoy 3"V3 7v DNINV39 jo s1e 3 , Z 0, M I INV -79,- 86L! � 41 k ik 41 41 LU o 0 W u qq x 4-4 fu 'n -6 > 0 uj ao O n � 41 k ik 41 41 LU W LQ "Z, "o -6 n NQ Ul U, ol Lo � Zt Ln %IZl 'pq NI "I Q) Seotember 16, Items Moved From Consent Agenda WEETING NOTES Community Item/Presentations Presenter Contact Info./Notes OFFICECLERKS ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS DSeptember 1 ..O 00 . ITEM TITLE: SOUTHRIDGE COMMERCIAL Public Hearing Continued from September 2, 2014: RZ 14-005 Southridge Commercial by DBTV Southridge Farm, LLC Located Southwest Corner of S. Linder Road and W. Overland Road Request: Rezone of 7.41 +/- Acres from the TN -C to the C -C Zoning District Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS September 16, 2014 ITEM NUMBER: 7B PROJECT00 ITEM TITLE: SOUTHRIDGE COMMERCIAL Findings of Fact, Conclusions of Law for Approval: RZ 14-005 Southridge Commercial by DBTV Southridge Farm, LLC Located Southwest Corner of S. Linder Road and W. Overland Road Request: Rezone of 7.41 +/- Acres from the TN -C to the C -C Zoning District MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes OFFICECLERKS ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS DATE: September 1• , 2014 ITEM NUMBER: 7C Public Hearing Continued from August 19, 2014: VAC 14-004 Spurwing Challenge (Lots 3 & 4, Block 1) by The Club at Spurwing, LLC Located North of Chinden Boulevard and West of N. Long Lake Way Request: Vacate the Ten (10) Foot Wide Public Utility, Drainage and Irrigation (PUDI) Easement AND the Ten (10) Foot Wide Private Irrigation Easement Along the Shared Lot Lines of Lots 3 and 4, Block 1 Platted with the Spurwing Challenge Subdivision MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS September 16, 2014 ITEM NUMBER: 81 Mayor's Office: Resolution No. 1(-f -(wj : Resolution Appointing Rhonda McCarvel to Seat I of the Meridian Planning and Zoning Commission MEETING VOTES Ap 1-7- J Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS CITY OF MERIDIAN RESOLUTION NO. I� — U,j, BY THE CITY COUNCIL: BIRD, BORTON, CAVENER, MILAM, ROUNTREE, ZAREMBA A RESOLUTION OF THE MAYOR AND THE CITY COUNCIL OF THE CITY OF MERIDIAN, APPOINTING RHONDA MCCARVEL TO SEAT 1 OF THE MERIDIAN PLANNING & ZONING COMMISSION; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Meridian City Code Title 2, Chapter 4 established the Meridian Planning and Zoning Commission, its members and terms of their appointments; and WHEREAS, Seat 1 of the Planning and Zoning Commission is currently vacant; and WHEREAS, the City Council of the City of Meridian deems the appointment of Rhonda McCarvel to Seat 1 of the Planning & Zoning Commission to be in the best interest of the Meridian Planning and Zoning Commission and of the City of Meridian; NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN CITY, IDAHO: Section 1. That pursuant to Meridian City Code § 2-4-1, Rhonda McCarvel is hereby appointed to Seat 1 of the Meridian Planning and Zoning Commission, for a term to expire January 31, 2019. Section 2. That this Resolution shall be in full force and effect immediately upon its adoption and approval. ADOPTED by the City Council of the City of Meridian, Idaho, this day of September, 2014. APPROVED by the Mayor of the City of Meridian, Idaho, thisIto day of September, 2014, APPROVED: J Mayor Tammy de Weerd ATTEST: I � �aCrtyoi r y;�� Jaycee{ Holman, City Clerk'n �r RESOLUTION FOR APPOINTMENT OF RHONDA MCCARVEL - MERIDIAN PLANNING & ZONING COMMISSIONER -1 11 iii 111 I O •. September • 2014 ITEM • Mayor's Office: Resolution No. 1� d l 0 05 : A Resolution Re -Appointing David Winder to Seat 4 and Daniel Basalone to Seat 9 of the Meridian Development Corporation MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS CITY OF MERIDIAN RESOLUTION NO. - i 016 BY THE CITY COUNCIL: BIRD, BORTON, CAVENER, MILAM, ROUNTREE, ZARE MBA A RESOLUTION OF THE MAYOR AND THE CITY COUNCIL OF THE CITY OF MERIDIAN RE -APPOINTING DAVID WINDER TO SEAT 4 AND DANIEL BASALONE TO SEAT 9 OF THE MERIDIAN DEVELOPMENT CORPORATION; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Meridian Development Corporation has been established by actions of the City Council of the City of Meridian pursuant to the Idaho State Code as the Redevelopment Agency for the City of Meridian; and and WHEREAS, that action further established its members and terms of their appointments; WHEREAS, the Mayor and City Council find that it is in the best interest of the people of Meridian to re -appoint David Winder to Seat 4 of the Meridian Development Corporation; and WHEREAS, the Mayor and City Council find that it is in the best interest of the people of Meridian to re -appoint Daniel Basalone to Seat 9 of the Meridian Development Corporation; NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN CITY, IDAHO: Section 1. That David Winder shall be re -appointed to Seat 4 of the Meridian Development Corporation, which term shall run through August 31, 2017. Section 2. That Daniel Basalone shall be re -appointed to Seat 9 of the Meridian Development Corporation, which term shall run through August 31, 2017. Section 2. That this Resolution shall be in full force and effect immediately upon its adoption and approval. ADOPTED by the City Council of the City of Meridian, Idaho, this day of September, 2014. APPROVED by the Mayor of the City of Meridian, Idaho, this day of September, 2014. APPROVED: Mayor Tammy de Weerd r.T ATTEST: 3 `--Jaycee1 L. Holman, City Clerk RESOLUTION RE -APPOINTING WINDER AND ERIDIAN DEVELOPMENT CORPORATION - PAGE I DATE: • - •- . 2014 Mayor's Office: Resolution No. / y-1 / : A Resolution Re -Appointing David Fulkerson to Seat 1 and Gene Strate to Seat 2 of the Meridian Impact Fee Advisory Committee ITI14M1kin Z,[oil 0 Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS CITY OF MERIDIAN RESOLUTION NO. BY THE CITY COUNCIL: BIRD, BORTON, CAVENER, MILAM, ROUNTREE, ZAREMBA A RESOLUTION OF THE MAYOR AND THE CITY COUNCIL OF THE CITY OF MERIDIAN, RE -APPOINTING DAVID FULKERSON TO SEAT 1 AND GENE STRATE TO SEAT 2 OF THE MERIDIAN IMPACT FEE ADVISORY COMMITTEE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Council of the City of Meridian, by the passage of Resolution No. 06- 1255, on September 5, 2006, amending Title 10, Chapter 7 to the Meridian City Code and thereby created the Meridian Impact Fee Advisory Committee; and WHEREAS, that action further established its members and terms of their appointments; and WHEREAS, the Mayor and City Council find that it is in the best interest of the people of Meridian to re -appoint David Fulkerson to Seat 1 of the Meridian Impact Fee Advisory Committee; and WHEREAS, the Mayor and City Council find that it is in the best interest of the people of Meridian to re -appoint Gene Strate to Seat 2 of the Meridian Impact Fee Advisory Committee. NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN CITY, IDAHO: Section 1. That David Fulkerson is hereby re -appointed to Seat 1 of the Meridian Impact Fee Advisory Committee for a three year term to run through September 30, 2017, Section 2. That Gene Strate is hereby re -appointed to Seat 2 of the Meridian Impact Fee Advisory Committee for a three year term to run through September 30, 2017. Section 3. That this Resolution shall be in full force and effect immediately upon its adoption and approval. ADOPTED by the City Council of the City of Meridian, Idaho, this day of September 2014. APPROVED by the Mayor of the City of Meridian, Idaho, this �ay of September, 2014 APPROVED: ---_--_ i 1� 1 ,r ayor Tammy de Weerd ATTEST. -/ �� f:;'At By:rI 4 7Ta Jaycee UHolman, City Cleric RESOLUTION FOR RE -APPOINTMENT OF FULKERSON AND STRATE -MERIDIAN IMPACT FEE ADVISORY COMMITTEE - I Of I DATE: September 16, 2014 ITEM NUMBER: 81, Mayor's Office: Resolution No. I q '10/7 : A Resolution Re -Appointing John Nesmith to Seat 3, Creg Steele to Seat 4 and Sharon Borton to Seat 5 of the Meridian Parks Commission �dv Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS CITY OF MERIDIAN RESOLUTION NO. I � - (C)\ BY THE CITY COUNCIL: BIRD, BORTON, CAVENER, MILAM, ROUNTREE, ZAREMBA A RESOLUTION OF THE MAYOR AND THE CITY COUNCIL OF THE CITY OF MERIDIAN REAPPOINTING JOHN NESMITH TO SEAT 3, CREG STEELE TO SEAT 4 AND SHARON BORTON TO SEAT 5 OF THE MERIDIAN PARKS COMMISSION; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Meridian City Code Title 2, Chapter 2 establishes the Meridian Parks Commission, its members and terms of their appointments; and WHEREAS, John Nesmith was reappointed in September of 2011 to Seat 3 with a term to expire in October of 2014 and Creg Steele was reappointed in September of 2011 to Seat 4 to a term that will expire in October of 2014; Sharon Bolton was appointed in September of 2011 to Seat 5 to a term that will expire in October of 2014 WHEREAS, John Nesmith may be reappointed to Seat 3 to a term of 3 years to expire October 31, 2017; Creg Steele may be reappointed to Seat 4 to a term of 3 years to expire October 31, 2017; and Sharon Bolton may be reappointed to Seat 5 to a term of 3 years to expire October 31, 2017 WHEREAS, the City Council of the City of Meridian deems it to be in the best interest of the citizens of the City of Meridian to approve the respective reappointment of Commissioners John Nesmith, Creg Steele and Sharon Borton as recommended by Mayor De Weerd and described herein; NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN CITY, IDAHO: Section 1. That, effective immediately, John Nesmith shall be reappointed to Seat 3 of the Meridian Parks Commission, which term shall run through October 31, 2017. Section 2. That, effective immediately, Creg Steele shall be reappointed to Seat 4 of the Meridian Parks Commission, which term shall run through October 31, 2017. Section 3. That, effective immediately, Sharon Bolton shall be reappointed to Seat 5 of the Meridian Parks Commission, which term shall run through October 31, 2017. RESOLUTION REAPPOINTING NESMITH, STEELE AND BORTON TO MERIDIAN PARKS COMMISSION - PAGE I OF 2 Section 3. That this Resolution shall be in frill force and effect immediately upon its adoption and approval. ADOPTED b the Cit Council of the Cit of Meridian Idaho this da of Y Y Y � Y ,- '2014. APPROVED by the Mayor of the City of Meridian Idaho this of 2014. ATTEST: Lo APPROVED: - Mayon Ta . /y de Weerd RESOLUTION REAPPOINTING NESMITH, STEELE AND BORTON TO MERIDIAN PARKS COMMISSION - PAGE 2 OF 2 DATE: September 16, 2014 ITEM NUMBER: 8E ITEM TITLE: RESOLUTION NO. Legal Department: Resolution No. % "� ® io%® Water and Sewer Billing Rates and Fees MEETING NOTES v : A Resolution Adopting Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS CITY OF MERIDIAN RESOLUTION —W,10 BY THE CITY COUNCIL: BIRD, BORTON, CAVENER, MILAM, ROUNTREE, ZAREMBA A RESOLUTION ADOPTING WATER AND SEWER BILLING RATES AND FEES; AUTHORIZING THE MERIDIAN PUBLIC WORKS DEPARTMENT TO COLLECT SUCH FEES; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, following publication of notice according to the requirements of Idaho Code section 63-1311A, on September 9, 2014, the City Council of Meridian held a hearing on the adoption of the proposed water and sewer billing rates and fees, as set forth in Exhibit A hereto; and WHEREAS, following such hearing, the City Council, by formal motion, did approve said proposed water and sewer billing rates and fees; and WHEREAS, the City Council desires to review the water and sewer billing rates and fees twice a year for the first two years and annually each year thereafter. NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN CITY, IDAHO: Section 1. That the water and sewer billing rates and fees, as set forth in ExhibitA hereto, are hereby adopted. Section 2. The Meridian City Council will review the water and sewer billing rates and fees twice a year for the first two years and annually each year thereafter. Section 3. That the City of Meridian Public Works Department is hereby authorized to implement and carry out the collection of said rates and fees. Section 4. That this Resolution shall be in full force and effect on September 20, 2014 to be reflected on the October 20, 2014 billing statements of the City of Meridian Utility Billing Department. ADOPTED by the City Council of the City of Meridian, Idaho this 16t" day of September, 2014. APPROVED by the Mayor of the City of Meridian, Idaho, this 16th day of September, 2014. AP2 Tammy de Weerd, Mayor - ATTEST � citv N, }yam., y ,,.,v '•_ �` ,; Jaycee Iolmari-City Clerk` I. ADOPTION OF WATER AND SEWER BILLING RATES AND FEES PAGE I T!LO 00 Z w z 'm 00 Ix 4: :2 00 0 W w LL id M U') h° O LO LO Lf) LO cli C6 M. 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' • •f DATE: • 2014 ITEM NUMBER: 8F PROJECT NUMBER: ITEM TITLE: PUBLIC WORKS REPORT Public Works Department Report: Meridian Split Corridor Phase 2 Public Art Project Close -Out WEETIVG NOTES J Community Item/Presentations Presenter Contact Info./Notes 111 1 •111 0 DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS DATE: September 16, 2014 ITEM NUMBER: 8G Public Works: Acceptance Agreement for Meridian Split Corridor Phase 2 Public Art Project MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS ACCEPTANCE AGREEMENT MERIDIAN SPLIT CORRIDOR PHASE 2 PUBLIC ART PROJECT This ACCEPTANCE AGREEMENT is made this _LLL L day of September, 2014 ("Effective Date"), by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho ("City"), and C.J. Rench, on behalf of CJRDesign, an assumed business name registered with the State of Oregon ("Artist"). (City and Artist may hereinafter be collectively referred to as "Parties.") WHEREAS, on November 12, 2013, City and Artist entered into a Professional Services Agreement for Fabrication and Installation of Meridian Split Corridor Phase 2 Public Art Project ("November 12, 2013 Agreement") that includes, in Section II.C.3, a requirement that the parties enter into a mutually agreed-upon acceptance agreement to include Artist's indemnification of City and the Ada County Highway District ("ACHD") and express waiver of Artist's right, title, or interest in the Artwork as a condition of the City's Final Acceptance of the artwork designed, created, and installed by Artist pursuant to the November 12, 2013 Agreement; NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby, and in the November 12, 2013 Agreement, acknowledged and agreed, and in consideration of the mutual promises and covenants herein contained, the Parties agree as follows: L INDEMNIFICATION. Artist hereby indemnifies and saves and holds harmless City, ACHD, and/or their respective employees, elected officials, agents, guests, and/or business invitees, from any and all liabilities, losses, claims, actions, and/or judgments for damages, expenses, and/or injury to any person or property caused or incurred by or as the result of the performance of or failure to perform any work or service under or related to the November 12, 2013 Agreement and any and all addenda thereto. Artist specifically hereby indemnifies and saves and holds harmless City and ACHD, and/or their respective employees, elected officials, agents, guests, and/or business invitees, from any and all liabilities, losses, claims, actions, judgments for damages, expenses, or injury to any person or to property arising as a result of: A. Artist's failure, or the failure of any agent, employee, or subcontractor of Artist to exercise reasonable care, skill or diligence in the performance of any work or service under or related to the November 12, 2013 Agreement and any and all addenda thereto; B. Any breach of any representation, warranty or covenant made by Artist, or by any of Artist's agent(s), employee(s), or subcontractor(s); C. Artist's infringement of or upon any intellectual property rights, whether intentional or unintentional, known or unknown, including any copyright or patent arising out of the reproduction or use in any manner of any plans, designs, drawings, specifications, information, material, sketches, notes or documents created by Artist in the performance of any work or service under the November 12, 2013 Agreement and any and all addenda thereto; and/or ACCEPTANCE AGREEMENT MERIDIAN SPLIT CORRIDOR PHASE 2 PUBLIC ART PROJECT PAGE 1 of 2 D, The malfunction, breakage, or failure of the artwork, or any portion or component thereof, created and installed under the November 12, 2013 Agreement and any and all addenda thereto. II. WAIVER. Artist hereby waives and releases, on behalf of himself, his employees, agents, heirs, executors, administrators, assigns, and/or personal representatives, any and all claims and/or rights for damages he and/or CJRDesign now has or may hereafter have against the City of Meridian and/or its employees, elected officials, agents, guests, and/or business invitees, suffered in connection with or arising out of the performance of any work or service under or related to the November 12, 2013 Agreement and any and all addenda thereto. Except as otherwise expressly delineated in the November 12, 2013 Agreement and any and all addenda thereto, Artist hereby waives any and all right, title, or interest in items created under, assembled pursuant to, and/or otherwise related to the November 12, 2013 Agreement and any and all addenda thereto. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the _ day of September, 2014. CITY OF MERIDIAN: STATE OF IDAHO ss: County of ) I HEREBY CERTIFY that on thisa7 day of S 2014, Mdaho, before the undersigned, a Notary Public in the State personally appeared C.J. Rench, proven to me to be the person who executed the said instrument, and acknowledged to me that she 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 Publiqzfor Idaho Residing at ( Idaho My Commission Expires: — 1 (o BY: -- Tammy de Weerd, Mayor < i,of Attest: Jaycee HQ an,'tity Cl tk , $ ,�A 11" fit .., ACCEPTANCE AGREEMENT MERIDIAN SPLIT CORRIDOR PHASE 2 PUBLIC ART PROJECT PAGE 2 of 2 • •111 11•' DATE: September 16, 2014 m Resolution No. Jq 10(1—: : Final Acceptance of "Under the Sun and Dreaming" from C.J. Rench for CJRDesign MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes 5191,1111 111 o, .1 DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS CITY OF MERIDIAN BY THE CITY COUNCIL: 19 DE.Y�]IIJIB-[I7►gem BIRD, BORTON, CAVENER, MILAM, ROUNTREE, ZAREMBA A RESOLUTION OF THE MAYOR AND THE CITY COUNCIL OF THE CITY OF MERIDIAN SIGNIFYING FINAL ACCEPTANCE OF "UNDER THE SUN AND DREAMING" FROM C.J. RENCH FOR CJRDESIGN, AND PROVIDING AN EFFECTIVE DATE. WHEREAS, with financial support from the City of Meridian and numerous donors, including major financial support in the form of a Public Art and Cultural Facilities Grant from the Idaho Commission on the Arts, and the leadership of the Meridian Arts Commission, C.J. Rench, for CJRDesign ("Artist") created, and installed at the triangular parcel of land at the intersection of Ada and Main Streets in Meridian, Idaho, a public art piece for the City and people of Meridian: a metal sculpture entitled "Under the Sun and Dreaming"; WHEREAS, this art piece has been inspected and accepted by City, and the fabrication and installation of "Under the Sun and Dreaming" has been found to be compliant with the blueprints attached hereto as Exhibit A and structural design calculations attached hereto as Exhibit B; WHEREAS, pursuant to the Professional Services Agreement for Fabrication and Installation of Meridian Split Corridor Phase 2 Public Art Project, executed by the Parties on November 12, 2013 ("November 12, 2013 Agreement"), Artist submitted a Maintenance Plan for the artwork, attached hereto as Exhibit C; and executed an Acceptance Agreement contemporaneously herewith; WHEREAS, by these actions and submissions Artist did timely execute Final Completion as that term is defined by the November 12, 2013 Agreement, and "Under the Sun and Dreaming" was installed and dedicated to the people of the City of Meridian on or about September 10, 2014; NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MERIDIAN CITY, IDAHO: Section 1. That the City of Meridian hereby accepts the delivery of "Under the Sun and Dreaming" as designed, created, and installed by Artist, and by this instrument the City conveys its Final Acceptance thereof, as that term is defined by the November 12, 2013 Agreement. Section 2. That this Resolution shall be in full force and effect immediately upon its adoption and approval. ADOPTED by the City Council of the City of Meridian, Idaho, this I cday of September, 2014 APPROVED by the Mayor of the City of Meridian, Idaho, this JUa' day of September, 2014. APPROVED: - ATTE,',tLt' s .t B City of y: MayorTeam y de Weerd_. l tIll}� sc,no-io SE_f3,� i AI BLUEPRINTS I K '.-[SYi� I drr 4l E✓ GS,...�r - zil «m GENERAL NOTES( UTSAD STATUE & DETAILS I MERIDIAN, IDAHO 11- E n g I n e e r I n g " Engineering LLC r. NI]bM I)I{.f. i01bi01k11 +rrew.dl➢ruNre.cm STRUCTURAL DESIGN CALCULATIONS A L L S T R U C T U R E 1 E n g i neer! ng L LC 7140 SW Fir Loop, Ste. 231 ® Tigard, OR 97223 v: 503.620.4314 ® f: 503.620.4304 www.a(lstructure.com STRUCTURAL DOCUMENTS Project: Allstructure # 14131.00 UTSAD Public Sculpture Meridian, Idaho June 16, 2014 TABLE OF CONTENTS: Sheet No. PROJECT INFORTVIATION 1 DESIGN LOADING 2-7 MEMBER ANALYSIS 8-52 POST SUPPORT AND FOUNDATION 53-67 NOTES: Allstiucture Engineering LLC was retained in a limited capacity* for this project and is responsible only for the items described in these documents. PROJECT INFORMATION: Name: New Sculpture for CJR Design Studio Location: Split Corridor Project Meridian, Idaho Code: 2012 International Building Code ASCI -10 Niininrum Design Loads for Buildings and Other Structures Scope: The attached calculations are for a 20' x 11' tall light gage steel sculpture. The structure consists of shop fabricated structural components welded together with non-structural infill members. The structural members are identified by being shaded on the project plans. The foundation design is based on International Building Code presumed soil bearing values. Structure is a risk category I structure. Roof Snow: Wind: Seismic: Sds: Structure Risk Category: R: A L L S T R U C T U R E ® Engineering LLC 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 U �) 25 psf 105 MPH, Exposure C Design Category C 0.31 I 1.25 BY _ _ DATE Cy 11� C' -U �( ., 8 CHK BY DATE JOB NO moi;"$ oz�,i • oc) SHEET OF mUSGS Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 43.607961N, 116.390231W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/IIT USGS®Provided Output Ss ® 0.291 g SMS @ 0.456 g SDS ® 0.304 g S1 ® 0.102 g SMI ® 0.244 g SD1 m 0.163 g C For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. VF,CFr, Re,;_zpo e SpeCtrum 2.5% M 4.3y 0.a?4 fi9 f9 X2.45 0.tlu 0,00 0.22 0.412 0,50 O.90 1.04 1.23 1,40 1,40 1.20 2,00 Period, T (sec) Design Response Spectrum 0.80 1.10 1120 L40 1.r4 1,8} 2.04 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. ;r�,rvf 1q1 , cD Z. SEISMIC ANALYSIS ASCE7-10 Non -Building Structure (Reference Chapter 15) Sds = = 0:31 Sd1= tJ R = 1.25 Is = 1.00 V = CsW Cs = Weight of Structure: Contingency Weight: V = 912.64 Vasil o 0.7V = Sds (R/Is) T = 1.8 hn = 10 feet Ct= 0.28 x= 0.8 or Shc 0.25 or (T*(R/1)) 12 psf0 x 1== 2880 pounds 800 pounds Total Weight: 3680 pounds 0.07 A L L S T R U " T U R L BY DATE ® E n g i n e e r i n g LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB No Tigard, Oregon 97223 - v: 503.620.4314 • f: 503.620.4304 __ SHEET of Z-lf AL L S T R U C T U RE BY DATE - Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 - f: 503.620.4304 JOB NO SHEET 4 OF WIND LOADING ASCE7-10 DESIGN WIND LOADS ON OTHER STRUCTURES DESIGN WIND SPEED: = 1:05 B EXPOSURE: C VELOCITY PRESSURE qz = 0.00256*Kz*Kzt*Kd*I*V2 (psf) Kz = Q.$j (TABLE 6-3) Kzt A1,00, (NO TOPOGRAPHIC EFFECT) Kd = u5' (TABLE 6-4) qz = 20.39 psf DESIGN WIND LOAD ON OTHE STRUCTURES (Reference 29.4 Design Freestanding Walls and Solid Signs) F = qz*G*Cf*Af (pounds) G = 0:85' (rigid structures) FREE STANDING WALL OR SOLID SIGN s= 8`5' FT B/s = 2.35 B = 20; FT s/h = 0.57 h = 1'S FT Cf = 1.64 CASES A & B Cf = 2.25 CASE C Cf = 2.25 Controls REFERENCE FIGURE 29.4-1 F = 59.;0: psf Faso= 23.40 psf (strength level design) (allowable stress design) A L L S T R U C T U R E BY DATE — E n g i n e e r i ng LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 106 No I LI 13) j Tigard, Oregon 97223 v: 503.620.4314 - f:503.620.4304 SHEET _ DE 0 A L L S T R U C T U R E BY DATE Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 _ _ JOB No Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET OF face: 4.37 PSF 12 GAGE skin: 4.37 PSF 12 GAGE FACE SKIN TOTAL FACE AREA SKIN PERIMETER SKIN WIDTH SKIN AREA WEIGHT WEIGHT WEIGHT 1 17.8 48.5 24 97 155.6 423.9 579.5 POUNDS 2 0.68 3.25 18 4.875 5.9 21.3 27.2 POUNDS 3 1.9 1.9 18 2.85 16.6 12.5 29.1 POUNDS 4 1.95 12 18 18 17.0 78.7 95.7 POUNDS 5 1.64 8.75 18 13.125 14.3 57.4 71.7 POUNDS 6 1.17 9 18 13.5 10.2 59.0 69.2 POUNDS 7 2.4 14.75 18 22,125 21.0 96,7 117.7 POUNDS 8 10.45 35.1 18 52.65 91.3 230.1 321.4 POUNDS 9 1.65 9.5 18 14.25 14.4 62.3 76.7 POUNDS 10 2.3 10.5 18 15.75 20.1 68.8 88.9 POUNDS 11 2.85 15,5 18 23.25 24.9 101.6 126.5 POUNDS 12 2.8 19 18 28,5 24,5 124.5 149.0 POUNDS 13 0.95 5.75 18 8.625 8.3 37.7 46.0 POUNDS 14 1.2 7.58 18 11.37 10.5 49.7 60.2 POUNDS 15 2.1 10.75 18 16,125 18.4 70.5 88.8 POUNDS 16 2.5 9 18 13.5 21.9 59.0 80.8 POUNDS 17 0.35 1.83 18 2.745 3.1 12.0 15.1 POUNDS 18 3.65 16,25 18 24.375 31.9 106.5 138,4 POUNDS 19 0.93 8.5 18 12.75 8.1 55.7 63.8 POUNDS 20 0.6 5.25 18 7.875 5.2 34.4 39.7 POUNDS 21 4.6 10 18 15 40.2 65.6 105.8 POUNDS 22 0.49 4 18 6 4,3 26.2 30.5 POUNDS 23 0,88 4,5 18 6.75 7,7 29.5 37.2 POUNDS 24 2.7 11.5 18 17.25 23.6 75.4 99.0 POUNDS 25 1.21 9.5 18 14.25 10,6 62.3 72.8 POUNDS 26 2630.7 A L L S T R U C T U R E BY DATE Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 _ _ JOB No Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET OF I -"U-' 4 6 A L L S T R U C T U R E BY_DATE ® Engineering L L C � CHK BY PATE 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v:503.620.4314 ® f: 503.620.4304 JOB NO SHEET OF ELEVATION Y T 1. STRUCTURAL ELEMENT (SHADED, TYPICAL). CONSTRUCT FACE AND SKINS OF 14 GA. MATERIAL 2. NON—STRUCTURAL ELEMENT (UNSHADED, TYPICAL). CONSTRUCT FACE AND SKINS OF 16 GA. MATERIAL 3. WELD THIS PIECE ENDS CLOSED 4. FOOTING PER FOOTING PLAN, (2) LOCATIONS 5. P6—X—STRONG PIPE 6. MOUNTING PLATE, SEE DETAIL 7/S1. 7. FIELD CONNECTION WELD 8. KINETIC MOUNT 9. NON—STRUCTURAL FOOTING COVER 16GA MIN. A L L S T R U C T U R E BY DATE Engineering LLC CHK BY DATE - -- --- —------- -- -- --- - ---- -......... ----------- --- __ 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 __ __.�_ e__ _ �_ __ JOB No v: 503.620.4314 ® f: 503.620.4304 SHEET of 1'-3„ mm A L L S T R U C T U R E BY._..,.�..._ DATE .__.___......�, _. � Engineering LLC CHK BY DATE -----._----------_------------------.--.._..---..__.__._—._._.._._.._—_..__._._._. _ 7140 SW Fir Loop, Suite 231 JOB No Tigard, Oregon 97223 v: 503.620.4314 9 f: 503.620.4304 — _ - SHEET �P of _ L,D ' �,) 93 a�Lt,:L t&-- l2- Company June 13, 2014 r Designer Job Number Checked By: P-1 T EC HN 0 La G I E S Model Name -Joint Loads and Enforced Displacements Joint Label L,M Direction Macinituder(k,k-ft), in rad (k*sA21ft, k *SA2*R)l I No Data to Print... Basic Load Cases PI r. Y f=rovihi V 7 Oninf n;.frihiif.,I Ar-thfi. _q, wf.-M) Load Combinations Descriotion Sol... PD... SIR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor I dead+snow IYes I Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 dead d a +Kwi 3 10.6dead +seismic Yes I Y I I 1 1 .6 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - Envelope Joint Reactions Envelope Joint Displacements W.f Y tins I r, V rinl I (1 7 ri.i 1 1, Y I f, V PM.fi I r' 7 Pntati r i I N1 max -.002 2 -.6k 2 .1 M 2 OEM 1 1.32e-4 3 11.189e-4 1 -0 ON= M= MEMMMEM Load Combinations Descriotion Sol... PD... SIR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor I dead+snow IYes I Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 dead d a +Kwi 3 10.6dead +seismic Yes I Y I I 1 1 .6 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - Envelope Joint Reactions Envelope Joint Displacements W.f Y tins I r, V rinl I (1 7 ri.i 1 1, Y I f, V PM.fi I r' 7 Pntati r i I N1 max -.002 2 -.6k 2 .1 M 2 1.014e-2 2 1 1.32e-4 3 11.189e-4 1 -0 3 N2 max -.002 2 -.002 2 .199 2 1.007e-2 2 1.322e-4 3 1.12e-4 1 min G03 Lh - I;*+603 A _', 5 N3 max -.002 2 0 2 .166 2 9.849e-3 2 1.338e-4 3 5.919e-5 1 -M 7 N4 max -.001 2 0 2 .122 2 9.466e-3 2 11.386e-4 3-5.64e-5 2 _._;min _TYW 3 nv �16 9 N5 max -.001 2 -.003 2 .136 2 1.054e-2 2 1.456e-4 3-2.313e-4 2 b 11 NQ max -.001 2 -.007 2 .162 2 1.146e-2 2 1.436e-4 3 -2.672e-4 2 12 min _694 4, 13 N7 max 0 1 -.011 2 .248 2 1.219e-2 2 1.236e-4 3-2.096e-4 2 15 N8 max .004 1 -.012 2 .416 2 1.269e-2 2 7.723e-5 3 -1.218e-4 2 17 N9 max .005 1 -.014 2 .463 2 1.3e-2 2 6.232e-5 95e-5 2 _";ro LaL iP J7, 6e-4 19 N 1 max .004 1 -.014 2 .309 2 1.301 e-2 2 1.585e-5 3 1.531 e-4 1 26T. 9w - "-W2T3 -4'IL,3-_+,,,'� 392T,� RISA-31D Version 12.0.0 [S:\...\2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 1 12, r7v Company June 13, 2014 Designer Job Number Checked By: TE CH N0 L0 O,es Model Name Envelope Joint Displacements (Continued) RISA -3D Version 12.0.0 [SA ... \2014\14131.00 Meridian Statue\03 Calculations\merldian model.r3d] Page 2 jLj Joint X in LC Yin LC Z in LC X Rotation... LC Y Rotation ... LC Z Rotation f... LC 21 N11 I max 6 2 -.611 1 2 .466 2 1 1.312e-2 2 , 3.898e-5 2 4.208e-4 I 1,7.- --$ 41A19 . ,2 23 N12 max -.002 2 -.008 2 .517 2 1.303e-2 2 1.248e-5 2 4.529e-4 I 7b 25 N13 max 0 1 -.004 2 .419 2 1.285e-2 2 6.72e-5 2 3.915e-4 I A!'�"6:0664 348 4-%" e T ; %", 27 max. .004 1 -.002 2 284 2 1 1.248e-2 2 2.29e-4 2 2.62e-4 I r28'. �NU q� 9 29 N15_ max .006 1 0 2 .173 2 1.186e-2 2 4.805e-4 2 2.423e-5 1 Z3E M 31 N16 max .005 1 0 2 .129 2 1.086e-2 2 6,053e-4 2-2.206e-4 2 33 N17 max, .007 1 -.005 2 .145 2 1.156e-2 2 6.326e-4 2 -4.809e-4 2 mlh 004iM ;bmc�9 �MI�4 ' --,D `864 35 N18 max .013 1 -.013 2 .207 2 1.199e-2 2 1 2 7.383e-4 2 -6.565e-4 2 37 NIQ max .016 1 -.022 2 .228 2 1.232e-2 2 7.562e-4 2 -7.413e-4 2 39 N20 max .017 1 -.031 2 .226 2 1.253e-2 2 7.415e-4 2 -7.735e-4 2 044�- ,:839646 Y31: pe- 41 N21- max 008 1 -.041 2 .136 2 1.261e-2 2 6.95e-4 2 -7.79e-4 2 In: 43 N22 max -imjn 0 1 0 2 0 2 0 2 0 2 0 2 7NK 0 2F 777b 2E:I-'I'I-I-LIAL 737 -31- - 7;"" "E -1 T -I 45 N23 max -0 2 0 2 0 2 0 2 0 3 min Til 47 N24 max 0 1 0 1 0 1 0 1 0 1 0 1 n = 1 49 N25 max 0 1 0 1 1 0 11 0 1 0. 1 0 1 RISA -3D Version 12.0.0 [SA ... \2014\14131.00 Meridian Statue\03 Calculations\merldian model.r3d] Page 2 jLj Company June 13, 2014 ED Designer Job Number Checked By: TEceN0L0 cies Model Name Envelope Member Section Forces RISA -3D Version 12.0.0 [SA,..12014114131.00 Meridian Statuek03 Calculationslmeridian model.r3d] Page 1 1S Member Sec Axial[k] LC v Shearfkl LC z Shearfkl LC Tor ue k... LC v -v Mom... LC z -z Momentfk-ftl LC 1 M20 1 ImaxI 1.609 1 1 -.484 2 .312 3 1.222 2 112.797 2 -.413 2 2 , m 3 2 max 1.609 1 -.48 2 .312 3 1.222 2 11.85 2 -.172 2 .1- 5 3 max 1.609 1 -.475 2 .312 3 1.222 2 10.904 2 .111 1 7 4 max 1.609 1 -.471 2 .312 3 1.222 2 9.957 2 .505 1 1E -- min AiA65. 2 7<86 A7 7fM3 2, "..754 - 3 _ : i28- _,3_, 4L 303 = 2 9 5 max 1.609 1 -.467 2 .312 3 1.222 2 9.01 2 .897 1 10 _ =mtn 965 , 2 __ .779 .- 1_ -1 11 M22 1 max 1.994 1 .387 1 .418 3 .071 3 16.11 2 .825 1 `'M2 Y TEF77min.,.1196. 13 2 max 1.994 1 .393 1 .418 3 .071 3 14.892 2 .646 1 15 3 max 1.994 1 .399 1 .418 3 .071 3 13.673 2 .465 1 16 min ,1' 96 •.- '2 :239.. , .2`` ,2,664 2..= .733: `.. _ . =:802 = 3 ".279 _, 17 4 max 1.994 1.405 1 .418 3 .071 3 12.455 2 .281 1 18 - gain 1;198 _2 2` ...:611 3 i68 _ `r... - 2 19 5 max 1.994 1 .412 1 .418 3 .071 3 11.236 2 .094 1 520 = - :::_ min ,- i96 . :247 70 1.2:664. 21 M5 1 max 1 0 1 0 2 0 2 0 1 0 1 0 1 22 , 23 2 max 0 2 .05 2 1 .04 1 .2 2 .005 1 .001. 3 -2 25 3 max 0 2 .1 2 .08 1 .4 2 .02 1 .004 3 26 27 4 Imax, 0 2.15 2 .12 1 .6 2 .045 1 .009 3 28 _ " Warn fl 4 x.024 3 ,072: 29 5 max 1 0 2 .2 2 .16 1 1 .8 2 .08 1 .016 3 =0 . 31 M6 1R max .044 1 .2 2 .153 1 .741 2 .08 1 .016 3 33 2 max ,056 1 .254 2 .195_ 1 .955 2 .127 1 .025 3 35 3 Imax, ,067 1 .307 2 .236 1 1.169 2 .185 1 .037 3 37 4 max .079 1 .361 2 .277 1 1.384 2 .254 1 .052 3 38 . 7-7777 Warn :1'S2 39 5 max .091 1 1 414 2 .318 1 1.598 2 .334 1 .069 3 .2 -.067 3 `_ _.104 - 2` 41 M7 1 max .117 1 .415 2 .309 1 1.539 2 .3_34 1 .068 3 =32 43 2 max .133 1 .47 2 .351 1 1.761 2 .426 1 .088 3 7777 _ = 2 45 3 max .149 1 .526 2 .392 1 1.984 2 .53 1 Al 3 min ::CiW i .=:3t8 474 max .164 1 .582 2 .434 1 1 2.206 2 .646 1 .135 3 2=-.093 3. 26` ' ..2 - , 0 =1 357 2=:1.198 = 2 . 49 5 max 18 1 .637 2 .4751 2.429 2 .773 1 .163 3 min x!08. , ; 2 102 3 {.285 0 _ =1 51 M8 1 max ,727 1 .21 3 -.662 2 2 .208 3 1.669 1 .304 =:6.227 22 1:001 3 53 2 max .723 1 .202 3 -.638 2 1 .208 3 1.398 1 .252 3 min -1. 2-._ 1.fl64 k ,.1 :, 6..028; 2 , 55 3 max .719 1 1 1 .194 3 -.615 2 .208 3 1.137 1 .203 3 56 €tarn LA RISA -3D Version 12.0.0 [SA,..12014114131.00 Meridian Statuek03 Calculationslmeridian model.r3d] Page 1 1S Envelope Member Section Forces (Continued) RISA -3D Version 12.0.0 [SA ... \2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 2 0 Company June 13, 2014 Designer iJob Number Checked B Y• TECBN OLO GIES Model Name Envelope Member Section Forces (Continued) RISA -3D Version 12.0.0 [SA ... \2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 2 0 F-7 r Company June 13, 2014 Designer w f.5 fu Job Number Checked By: TE CH N 0 Ln G I ES Model Name —Envelope Member Section Forces (Continued) max w max max rhm max iwR max max Miff max ffiin max max min max Mtn max iik max t , -v thn max dd max max m=777 in max max 777= min max RISA -3D Version 12.0.0 [SA ... \2014\14131.00 Meridian Statue103 Calculations\meridian model.r3dl Page 3 Company June 13, 2014 P Designer Job Number Checked By: T EC H IY 0 Lo r. IES Model Name envelope mber Section Forces (Continued) RISA -31D Version 12.0.0 [S:\...\2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 4 ( �S Member Sec Axiall LC v Shear l LC z Shearl LC Tor oue[k.. LC v -v Mom... LC z -z Momentrk-ftl LC M20A 1 max 1 .224 1 .169 3 -,.486 2 022 3 - 2.063 .437 3 -1-71- in L -- - 3 1L, ,11 173 2 max .213 1 .161 3 -.463 2 .022 3 1.862 1 .395 3 =3 , 7 -i 75 max, .203 1 .153 3 -.439 2 .022 3 1.672 1 .356 3 --3- 177 4 max .192 1 .145 3 -.416 2 .022 1.491 1 .318 3 ==3.508=". '73 9 5 max 181 1 .137 3 -.393 2 .022 3 1.32 1 .282 3 1 109- - 72 181 M21A I max 1 .364 1 .137 3 -.344 2 0 1 1.32 1 .276 3 94 183 2 max .34 1 .128 3 -.322 2 0 1 1.1651 .239 3 -2 I 6322 905 "2 -2.764 185 3 Imax .316 1 .119 3 -.299 2 0 1 1 1.02 1 .205 3 UV 187 4 max, .292 1 .11 3 -.277 2 0 1 .886 1 1 .173 3 ':=:531. ' 11; 17 189 5 max .269 1 .101 3 -.254 2 0 1 762 1 143 3 mi 191 M22A I max .148 1 .101 3 -.288 2 0 1 .762 1 .154 3 192 Z min -2-' -E nt& Z;457IL ::M9I .86 193 2 Imax .136 1 .093 3 -.264 2 0 1 .645 1 .129 3 7 in - 4 63' 195 3 max .124 1 .085 3 -.241 2 0 1 .537 1 .107 3 -,`196 - --T 3v Lai I, i 197 4 max .112 1 .077 3 -.218 0 1 .44 1 3 721- v 190 5 max, 1 1 .068 3 .195 2 0 1 .352 1- .068 3 4 201 M23A I max .061 1 .068 3 -.201 2 0 1 .352 4 .07 3 9 L z604 2 2 203 2 max .045 1 .06 3 -.178 2 0 1 .273 1 .054 3 O�v -'a 05 'i - �; '64 r2 -EiWL 205 3 max .039 1 .052 3 -.154 2 0 1 .204-J 11 1. .04 3 min I - Ci� �X2 1,81 V 41�4DE 11222 207 4 max 1 .033 1 .044 3 -.131 2 0 1 144 1 .028 3 Q87- 209 5 max .027 1 .036 3 1 -.107 2 0 1 .095 1 .018 3 min -A 211 M24 I max -.042 2 .036 3 -.1 2 0 1 .095 1 .021 3 WE 213 2max -.031 2 .027 3 -.075- 2 0. 1 1 .053 1 .012 3 in052 1 1Y - 67 215 3 max -.021 2 .018 3 -.05 2 1 0 1 .024 1 .005 3 -1 217 4 max , -.01 2 .009 3 -.025 2 0 1 .006 1 .001 M 004.. ' ; 7 Y 219 5 jmax j 0 1 1 0 13 1 0 1 0 1 0 -"T [' --220J!L&aTA. I Inn in A"- -31: d' ' i�!M .01 t OM -",` RISA -31D Version 12.0.0 [S:\...\2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 4 ( �S DesigCompnerany, June 13, 2014 Job Number Checked By: T 6 C It N 0 L 0 G I jE s Model Name RISA -31D Version 12.0.0 [S:\...\2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 5 Iw IFe EIJI Company June 13, 2014 rps,- �, r - IP rt F Designer 3 Job Number Checked By: N T E 0 H N 0 1 0 1 E a Model Name Envelope Member Section Stresses (Continued) RISA -3D Version 12.0.0 [S:\,..\2014\14131.00 Meridian Statue\03 Calculations\merldian model.r3d] Page 6 ?-c> Member Sec Axial k... LC v Shea ... LC z Shea...LC v-Toof... LC v -Bot fk ... LC z-ToDfksjI LC z-Botfksil LC 57 4 Imax .137 1 - .054 13 -.521 2 1 .01 21 .043 13 .658 1 1 -.395 2 59 5 max .137 1 .052 3 -.5 2 0 1 1 .468 1 -.281 2 0-8 61 M9 1 max .156 1 .052 3 -.464 2 .145 2 .033 3 .468 1 -.281 2 2 j A 1 1 '9,4 63 2 max .154 1 .05 3 -.443 2, .03 2. .014 13 .298 1 -.179 2 65 max .153 11.047 3 -.422 2 .004 3 .079 2 .136 1 -.081 2 -3 67 4 max. .151 1 045 3 -A 2 .022 3 .182 2 -.011 2 .018 1 69 5 max .149 1 .043 3 -.379 12 .038 3, .28 2 -.099 2 .164 1 in, -2 71 M10 1 max .196 1 .043 3 -.212 2 .572 2 .004 3 -.099 2 .164 1 .364 73 2 Imax, .191 1 .04 1 3 -.192 2 .468 2 0 1 -.15 2 .25 1 �.4_ 77TTT -min Jk236 2 75 3 max .186 1 .037 3 -.172 2 .371 2, 0 1 -.196 2 .327 1 M]C�tna-in =777-aff- 77 4 max .18 1- .035 3 -.152 2, .281 2 0 1 -.237- 2 .395 1 min 41 1� 4' 0 f 1"j" .T 2 79 5 max .175 1 .032 13 -.131 21 .198 2 0 1 -.273 2 .454 1 thin 405 2 -.186 2 'A" I 81 M11 1 max .182 1 .032 3 .029 1 .762 2 0 1 -.273 2 .454 1 -'-0'-'171 A =.7624 83 2 max, .172 1 .028 3 .061 1 .665 21 0 1 -.264 2 .44 1 min -2 85 3 max l .162 1 1 .025 13 .093 1 .58 21 0 1 -.248 2 .414 1 Z , r'06.2-; M -8A �, 24 87 4 max I .152 1 .021 3 .125 11 .606 2 0 1 -.227 2 .3700 1 ruin 6; 11 89- 5 max .141 1 .018 3 .157 1 .445 2 0 11 -.199 2 .331 1 - .................................. '2" 91 M12 I max .141 1 1 .018 3 -.098 2 .128 3 163 2. -.199 2 .331 1 Z686; 1 dtl' ZIF 68- 4 4r -3' T 93 2 max .138 1 .016 3 -.077 2 .134 3 .199 2 -.219- 2 .365 1 KILL 95 3 max .134 1 .013 3 -.056 2 .14 31 228 2 -�235 2 .391 1 961 Z - T�r !��Agfz 97 4 max .131 1 .01 3 -.035 2, .145 3 .252 2 2 .409 1 99 5 max .127 1 .008 3 -.015 2 .148 3 .269 2 -.251 2 .419 1 101 M13 I max .056 1 .008 3 -.281 2 .13 3 .8 2 .251 2 .419 1 7iff L-7 96 EME - Tr':0861 .2 103 2 max .064 '1 .005 3 -.257 2. J33 3 .814 21 -.336 2 .561-- 1 105 3 max .072 1 .006 2 -.234 2 .135 3 .816 12 -.414 2 .69 1 3a mi h A43L Z-- '74-k-6,' f' k8 t6 " 107 4 max .08 1 027 12 -.21 2 .135 3 .808 2 -.484 2 .807 1 `J�08*.,-,�,",�'-.-,-.�,�',�'-�'�,�',,�',� 7 - .- 08: Z .3:807.. 109 5 max, .088 1 .047 2 - -.187 2 .133 3 - .788 2 -.547 2 .912 1 Hn - �-M �2i 21 L- 547 III M14 I max 076 1 .046 2 .359 1 .0918 3 368 2 -.547 2 .912 1 'in LOA 2W 00 8'. 1131 2 max .067 111 067 2 .391 1 094 131 .338 12 -.476 2 .793 i RISA -3D Version 12.0.0 [S:\,..\2014\14131.00 Meridian Statue\03 Calculations\merldian model.r3d] Page 6 ?-c> Envelope Member Section Stresses (Continued) June 13, 2014 Checked By; RISA -3D Version 12.0.0 (SA ... \2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 7 Company Designer NJ U� ?= a T B CH No L 0 G f Es Job Number Model Name Envelope Member Section Stresses (Continued) June 13, 2014 Checked By; RISA -3D Version 12.0.0 (SA ... \2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 7 5 -' Company June 13, 2014 71 Designer W g Job Number Checked By: T EC 0 N 0 L 0 0 1 Es Model Name Envelope Member Section Stresses LConLtnyejd Member Sec Axialfk... LC v Shea ... LC z Shea...LC v-Toor... LC v -Bot fk ... LC z-Toofksil LC z-Botrksil LC 171 M20A 1 Imax I .049 11 .05 1 3 -.44 21 1.376 21 3 1.671 1 -1.002 n -3 -7 1961- =:1,376Ei 12 173 2 max .046 1 .048 3 -.419 2 126 .176 3 1.508 1 -.905 2 in -2 175 3 max 044 1 .045 3 -.398 2 1.15, 2 .158 3 1.354 1 -.812 2 N 3 177 4 max, .042 1 .043 13 -.3771211.045 2 .142 3 1.208 I- -.724 2 8 -M -2 5 max .039 1 .041 3 -.355 2.946 2 .126 3 1.069, 1 641 2 .179 10 rntr 24 2 :252 -2i MG1 ' ikE= " J-4 641 LZ 181 M21A 1 max .08 1 .041 3 -.312 2 1.334 2, .123 3 1.069 1 -.641 -Z WMU 1 641 2 Ez ;' -2 1 1 -r` ]_ 183 2 max .075 1 .038 3 -.292 2 1.231 21 .107 3 .943 1 -.566 2 -107. X1,.231 1 7 A�. " 7 - -%r-'11" M A "' -3 A _N 85 3 max .069 1 .035 3 -.271 2 1.135 21 .091 3.826 1 -.496 2 -4 A 8 ", m % !�� -1 :_ 6' n " j - 187 4 max .064 1 .033 13 -.251 12 1.046 2 .077 3 .717 1 -.43 2 3�E 1�)�� _21_418. I lk= ��bjdd 189 5 max .059 I�= 1 .03 3 -.23 2 965 2 .064 3 .617 1 -.37 2 F -.965°I 191 M22A 1 max I .032 1 .03 2; -.26 2 .737 2. 069 3 .617 1 -.37 2 AL 193 2 max I .03 1 1 .028 13 -.239 2 .668 21 .058 3 .622 1 -.313 2 in f L_.�04�c 217:...,399' - 6 8� -_-3 !YNI 'L�.62Z -J, I' 195 3 max I .027 1 .025 13 -.218 2 .605 2 .048 3 .435 1 -.261 2 016 Akt 'iN.7' 4-1, T2 5166 -1 -.2 197 4 max I .024 1 .023 3 -.197 2 .548 2 .038 3 .356 1 -.213 2 Avntn of 199 5 max .022 1 .02 3 -.176 2 .497 2 .03 3 .285 -1 -.171 2 61 NI 4, 201 M23A I max .011 1 .02 3 -.182 2 .403 2 .031 3 .285 1 -.171 2 ;81 -1 403- -Q, _72 L 852 203 2 max, .01 1 .018 3 -,161 2 .359 2 .024 3 .221 1 -.132 2 <204 TY min A2 _ aaM2MI2 �2 1� - _ _ "M qZ '21 � - �� "'t 2053 max I .008 1 .016 3 -.14 2 .319 2 .018 3 .165 1 -.099 2 M ti 1207 4 max .007 1 1 .013 3 -.118 2 .286 2 .012 3 .117 1 -.07 2 _2 209 5 max .006 1 .011 3 -.097 21 .258 2 .008 3 .076 1 046 2 i�� 6141�i I' -_,F 68 4 4T .:ao 6IF", 211 M24 I max -.009 2 .011 3 -.09 21 .057 2 .009 3 ._076- 1 -.046 2 4' E A 5T� 04 7-_--'77- 7 213 2 max -.007 2 .008 3 -.068 2 .032 2 .005 -3.043 1 -.026 2 '2 4 _`i 777T iwR ��b 12 '2 �4 10IP 03V AS,,.MW _043,, =1 215 3 max -.005 21 .005 3- -.045 2 .014 21 .002, 3 .019 1 -.Oil 2 216' �Rai;47 rn '0008 I OM 2; � 2171 1 4 max -.002 2 1 .00314 3 -.023 2 .004 2 0 3 .005 1 -.003 2 =.004 7 2 2L 00 2191 5 x 1 0 13 0 1 0 1 0 1 � 0 220 trim .:0 T 77b� 767 57.77677 fw RISA -3D Version 12.0.0 [S:\...\2014\14131.00 Meridian Statue\03 Calculations\meridian model.r3d] Page 8 2!2- ew- (2,, C 106% Zly"Yom" x, 01 (,A Atu)M"de-m- CFS Version 7.0.0 Section: Section 2.sct Tube 24x8-14 Gage Rev. Date: 4/30/2014 7:50:51 AM Printed: 4/30/2014 7:51:05 AM Section Inputs Page 1 Fes- 6 4 4y CFS Version 7.0.0 Section: Section 2.sct Tube 24x8-14 Gage Rev. Date: 4/30/2014 7:50:51 AM Printed: 4/30/2014 7:51:05 AM Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in -6 Torsion Constant Override, J 0 in^4 Tube, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 0 in Ix Y to center of gravity 0 in 26.846 Outside dimensions, Closed shape 26.846 in^3 y(b) Length Angle Radius Web k 59.27 (in) (deg) (in) 14.819 Coef. 1 8.000 0.000 0.10690 Single 0.000 2 24.000 90.000 0.10690 Single 0.000 3 8.000 180.000 0.10690 Single 0.000 4 24.000 -90.000 0.10690 Single 0.000 Full Section Properties Area 4.5254 in^2 Wt. Ix 322.16 in^4 rx SX(t) 26.846 in^3 y(t) Sx(b) 26.846 in^3 y(b) in 250.51 k -in Height Iy 59.27 in^4 ry Sy(1) 14.819 in^3 x(1) Sy(r) 14.819 in^3 x(r) Yo 0.000 in Width Il 322.16 in^4 rl I2 59.27 in^4 r2 Ic 381.43 in^4 rc Io 381,43 in^4 ro Page 2 Hole Size Distance (in) (in) 0.000 4.000 0.000 12.000 0.000 4.000 0.000 12.000 0.015386 k/ft Width 63.470 in 8.437 in Ixy 0.00 in^4 12.000 in a 0.000 deg 12.000 in 250.51 k -in Mayo Y 24.000 in �AeY �20 1.1305 in^2 Ixe 3.619 in Xo 0.000 in 4.000 in Yo 0.000 in 4.000 in jx 0.000 in 8.000 in jy 0.000 in 8.437 in 89.424 k 3.619 in 9.181 in CW 862 in^6 9.181 in J 161.71 in^4 Fully Braced Strength - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi 198.37 in^4 Sxe(t) Compression Positive Moment 12.678 Positive Moment Pao - 726 k Maxo 250.51 k -in Mayo Y 8 1.78 a° k -in ��° i=° �AeY �20 1.1305 in^2 Ixe 198.37 in^4 _ Iye - 24.89 in^ `- - Sxe(t) 12.678 in^3 Sye(1) 12.525 in^3 Tensi_nn Sxe(b) 23.748 in^3 Sye(r) 4.139 in^3 Ta 89.424 k Shear -a_ 2.728 k Vax 8.440 k Negative Moment Maxo 250.51 k -in Ixe 198.37 in^4 Sxe(t) 23.748 in^3 Sxe(b) 12.678 in^3 Tube element 2 w/t exceeds 200. Tube element 4 w/t exceeds 200. Negative Moment Mayo 81.78 k -in Iye 24.89 in^4 Sye(1) 4.139 in^3 Sye(r) 12.525 in^3 Calculation Details - 2010 North American Specification - US A S v/ 7-S CFS Version 7.0.0 Page 3 Section: Section 2.sct Tube 248-14 Gage Rev. Date: 4/30/2014 7:50:51 AM Printed: 4/30/2014 7:51:05 AM Axial Tension Strength Ag=4.5254 in^2, Fy=33 ksi Tn=149.34 k NAS Eq. C2.1-1 Sgt=1.67, �t=0.9 Shear Strength Tube element 1 Aw=0.54499 in^2, Fv=12.389 ksi NAS Eq. C3.2.1 -4a Vn=6.7517 k at 0 deg Qv=1.6, ¢v=0.95 Tube element 2 Aw=1.6858 in^2, Fv=1.2948 ksi NAS Eq. C3.2.1 -4a Vn=2.1827 k at 90 deg Qv=1.6, W0.95 Tube element 3 Aw=0.54499 in^2, Fv=12.389 ksi NAS Eq. C3.2.1 -4a Vn=6.7517 k at 180 deg S2v=1.6, W0.95 Tube element 4 Aw=1.6858 in^2, Fv=1.2948 ksi NAS Eq. C3.2.1 -4a Vn=2.1827 k at -90 deg Qv=1.6, W0.95 Axial Compression Strength Ae=1.1305 in^2, Fy=33 ksi Pn=37.307 k NAS Eq. C4.1-1 Qc=1.8, W0.85 Positive Flexural Strength about X-axis Center of gravity shift: y=-3.647 in Sxe=12.678 in^3, Fy=33 ksi Mnx=418.36 k -in NAS Eq. 03.1.1-1 Qb=1.67, #=0.9 Negative Flexural Strength about X-axis Center of gravity shift: y=3.647 in Sxe=12.678 in^3, Fy=33 ksi Mnxr418,36 k -in NAS Eq. 03.1.1-1 Qb=1.67, �b=0.9 Positive Flexural Strength about Y-axis Center of gravity shift: x=-2.0131 in Sye=4.1387 in^3, Fy=33 ksi Mny='136.58 k -in RTAS Eq. 03.1.1-1 92b=1.67, �b=0.9 Negative Flexural Strength about Y-axis Center of gravity shift: x=2.0131 in Sye=4.1387 in^3, Fy=33 ksi Mny=136,58 k -in NAS Eq. 03.1.1-1 S2b=1.67, �b=0.9 l A L L S 1 R U C T U RE BY DATE ® E n g i ! i e e r i ng L L C CHK BY DATE --...- - --- - --- ..... -- --- -- ---- — ...----- ------------ --._.-...... ..._. 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 _.__. .__. _. _.____.___ _.___� _____.___ ________ �..... __ Joe No v:503.620.4314 ® f: 503.620.4304 SHEET 7 of LeEFT ,)F> i eFc, C 0, � 'sl 6 ov -,- '-'j" (f t 4- ' Pl rz-7'1-5� "Z- ALLSTRUCTURE BY DATE Eng i n e e r i ng LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB N Tigard, Oregon 97223 v: 503,620.4314 - f: 503,620.4304 SHEET 7-'5 OF- CFS Version 7.0.0 Section: Section 1.sct Tube 3x15-14 Gage Rev, Date: 6/6/2014 4:03:47 PM Printed: 6/6/2014 4:04:45 PM Section I Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Tube, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Closed shape Length Angle Radius Web (in) (deg) (in) 1 15.000 0.000 0.10690 Single 2 3.000 90.000 0.10690 Single 3 15.000 180.000 0.10690 Single 4 3.000 -90.000 0.10690 Single IL-1 (::,A k Hole Size Coef. (in) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 1 Distance (in) 7.500 1.500 7.500 1.500 �I1 CFS Version 7.0.0 Section: Section 1.sct Tube 3x15-14 Gage Rev. Date: 6/6/2014 4:03:47 PM Printed: 6/6/2014 4:04:45 PM Full Section Properties Page 2 Area 2.5290 in^2 Wt. 0.0085987 k/ft Width 35.470 in Ix 4.826 in^4 rx 1.3814 in Ixy 0.000 in^4 SX(t) 3.2174 in^3 y(t) 1.5000 in a -90.000 deg Sx(b) 3.2174 in^3 y(b) 1.5000 in 8.1115 in^3 Tension Ov=1.6, �v=0.95 Sxe(b) Height 3.0000 in 6.2925 in^3 Ta Iy 61.830 in^4 ry 4.9445 in Xo 0.0000 in Sy(1) 8.2440 in^3 x(l) 7.5000 in Yo 0.0000 in Sy(r) 8.2440 in^3 x(r) 7.5000 in jx 0.0000 in Ixe Width 15.0000 in jy 0.0000 in 11 61.830 in^4 rl 4.9445 in 6.2925 in^3 Vax 12 4.826 in^4 r2 1.3814 in 8.1115 in^3 Ic 66.656 in^4 rc 5.1338 in Cw 46.01 in^6 Io 66.656 in^4 ro 5.1338 in J 15.358 in^4 Fully Braced Strength - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Compression Positive Moment Positive Moment Pao 18.032 k Maxo 22.60 k -in Mayo 124.34 k -in Ae 0.98358 in^2 Ixe 2.449 in^4 Iye 53.154 in^4 Tube element 2 Sxe(t) 1.1436 in^3 Sye(1) 8.1115 in^3 Tension Ov=1.6, �v=0.95 Sxe(b) 2.8536 in^3 Sye(r) 6.2925 in^3 Ta 49.975 k Sv=1.6, W0.95 Tube element 4 Negative Moment Negative Moment Maxo 22.60 k -in Mayo 124.34 k -in Shear Ixe 2.449 in^4 Iye 53.154 in^4 Vay 4.665 k Sxe(t) 2.8536 in^3 Sye(l) 6.2925 in^3 Vax 4.405 k Sxe(b) 1.1436 in^3 Sye(r) 8.1115 in^3 Tube element 1 w/t exceeds 200. Tube element 3 w/t exceeds 200. Calculation Details - 2010 North American Specification - US (ASD) Axial Tension Strength Ag=2.529 in^2, Fy=33 ksi Tn=83.458 k NAS Eq. C2.1-1 Qt=1.67, �t=0.9 Shear Strength Tube element 1 Aw=1.0441 in^2 Fv=3.3754 Iasi NAS Eq, C3.2.1 -4a Vn=3.5242 k at 0 deg Qv=1.6, �v=0.95 Tube element 2 Aw=0.18849 in^2, Fv=19.8 ksi NAS Eq. C3.2.1-2 Vn=3.7321 k at 90 deg Ov=1.6, �v=0.95 Tube element 3 Aw=1.0441 in^2, Fv=3.3754 ksi NAS Eq. C3.2.1 -4a Vn=3.5242 k at 180 deg Sv=1.6, W0.95 Tube element 4 CFS Version 7.0.0 Section: Section 1.sct Tube 3x15-14 Gage Rev. Date: 6/6/2014 4:03:47 PM Printed: 6/6/2014 4:04:45 PM Aw=0.18849 in^2, Fv=19.8 ksi NAS Eq. 03.2.1-2 Vn=3.7321 k at -90 deg Lt nv=1.6, �v=0.95 Kx 1.0000 Axial Compression Strength 1.0000 Ae=0.98358 in12, Fy=33 ksi 1.0000 Pn=32.458 k NAS Eq. C4.1-1 Qc=1.8, �c=0.85 ex Positive Flexural Strength about X-axis Cmx 1.0000 Center of gravity shift: y=-0.64171 in 1.0000 Sxe=1.1436 in^3, Fy=33 ksi 0.0000 in Mnx=37.739 k -in NAS Eq. C3.1.1-1 Qb=1.67, �b=0.9 Negative Flexural Strength about X-axis Red. Factor, R: 0 Center of gravity shift: y=0.64171 in 20.000 ft Sxe=1.1436 in^3, Fy=33 ksi Mnx=37.739 k -in NAS Eq. C3.1.1-1 Sib=1.67, �b=0.9 My Positive Flexural Strength about Y-axis (k) Center of gravity shift: x=-0.94716 in (k) Sye=6.2925 in^3, Fy=33 ksi (k) Mny=207.65 k -in NAS Eq. C3.1.1-1 Qb=1.67, �b=0.9 0.00 Negative Flexural Strength about Y-axis Applied 0.520 Center of gravity shift: x=0.94716 in 0.000 Sye=6.2925 in^3, Fy=33 ksi 0.000 Mny=207.65 k -in NAS Eq. C3.1.1-1 .Qb=1.67, �b=0.9 124.34 Member Check - 2010 North American Specification y US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Page 3 Lx 3.000 ft Ly 3.000 ft Lt 0.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 14.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None k' 0 k Red. Factor, R: 0 Lm 20.000 ft Loads: P Mx Vy My VX (k) (k -in) (k) (k -in) (k) Entered 0.520 0.00 0.000 0.00 0.000 Applied 0.520 0.00 0.000 7.28 0.000 Strength 17.607 22.60 4.665 124.34 4.405 Effective section properties at applied loads: Ae 2.52902 in^2 Ixe 4.826 in^4 Iye 61.830 in^4 Sxe(t) 3.2174 in^3 Sye(l) 8.2440 in^3 Sxe(b) 3.2.174 in^3 Sye(r) 8.2440 in^3 CFS Version 7.0.0 Section: Section 1.sct Tube 3x15-14 Gage Rev. Date: 6/6/2014 4:03:47 PM Printed: 6/6/2014 4:04:45 PM Page 4 Interaction Equations /' NAS Eq. C5.2.1-1 (P, Mx, My) 0.030 + 0.000 + 0.059 � 0.088 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.029 + 0.000 + 0.05>`= 0.087 <= 1.0 NAS Eq. 03.3.1-1 (Mx, VY) Sgrt(0.000 + 0.00 )= 0.000 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sgrt(0.003 + 0.000)= 0.059 <= 1.0 Tube element 1 w/t exceeds 200. Tube element 3 w/t exceeds 200. 37— CFS Version 7.0.0 Section: Section 2.sct Tube 4x15-14 Gage Rev. Date: 6/6/2014 4:06:58 PM Printed: 6/6/2014 4:07:29 PM Section Inouts Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Tube, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: Page 1 X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Closed shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 15.000 0.000 0.10690 Single 0.000 0.000 7.500 2 4.000 90.000 0.10690 Single 0.000 0.000 2.000 3 15.000 180.000 0.10690 Single 0.000 0.000 7.500 4 4,000 -90.000 0.10690 Single 0,000 0.000 2.000 oz--tl _; ;Z CFS Version 7.0.0 Section: Section 2.sct Tube 4x15-14 Gage Rev. Date: 6/6/2014 4:06:58 PM Printed: 6/6/2014 4:07:29 PM Full Section Properties Page 2 Area 2.6716 in^2 Wt. 0.0090835 k/ft Width 37.470 in Ix 8.867 in^4 rx 1.8219 in Ixy 0.000 in^4 SX(t) 4.4337 in^3 y(t) 2.0000 in a -90.000 deg Sx(b) 4.4337 in^3 y(b) 2.0000 in Sye(r) 7.5561 in^3 Sxe(b) 1.6749 in^3 Sye(r) Height 4.0000 in element 1 w/t exceeds 200. Iy 69.775 in^4 ry 5.1105 in Xo 0.0000 in Sy(1) 9.3033 in^3 x(1) 7.5000 in Yo 0.0000 in Sy(r) 9.3033 in^3 x(r) 7.5000 in jx 0.0000 in Width 15.0000 in jy 0.0000 in I1 69.775 in^4 r1 5.1105 in 12 8.867 in^4 r2 1.8219 in Ic 78.642 in^4 rc 5.4255 in Cw 65.89 in^6 Io 78.642 in^4 ro 5.4255 in J 26.167 in^4 Fully Braced Strength - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Compression Positive Moment Positive Moment Negative Pao 19.124 k Maxo 33.10 k -in Mayo 149.31 k --in Ae 1.0431 in^2 Ixe 4.685 in^4 Iye 61.418 in^4 Iye Sxe(t) 1.6749 in^3 Sye(1) 8.9379 in^3 Tension Sxe(b) 3.8941 in^3 Sye(r) 7.5561 in^3 Ta 52.792 k Negative Moment Negative Moment Maxo 33.10 k -in Mayo 149.31 k -in Shear Ixe 4.685 in^4 Iye 61.418 in^4 Vay 6.430 k Sxe(t) 3.8941 in^3 Sye(1) 7.5561 in^3 Vax 4.405 k Sxe(b) 1.6749 in^3 Sye(r) 8.9379 in^3 Tube element 1 w/t exceeds 200. Tube element 3 w/t exceeds 200. Calculation Details - 2010 North American Specification - US (ASD Axial Tension Strength Ag=2.6716 in^2, Fy=33 ksi Tn=88.163 k NAS Eq. C2.1-1 92t=1.67, �t=0.9 Shear Strength Tube element i Aw=1.0441 in All, Fv-3.375^ I:ci Vn=3.5242 k at 0 deg Qv=1.6, �v=0.95 Tube element 2 Aw=0.25979 in A2, Fv=19.8 ksi Vn=5.1438 k at 90 deg nv=1.6, �v=0.95 Tube element 3 Aw=1.0441 in^2, Fv=3,3754 ksi Vn=3.5242 k at 180 deg Qv=1.6, �v=0.95 Tube element 4 NMI NIAS' Eq. C3.2.1 -4a NAS Eq. C3.2.1-2 NAS Eq. C3.2.1 -4a 2 q CFS Version 7.0.0 Section: Section 2.sct Tube 4x15-14 Gage Rev. Date: 6/6/2014 4:06:58 PM Printed: 6/6/2014 4:07:29 PM Aw=0.25979 in^2, Fv=19.8 ksi NAS Eq. C3.2.1-2 Vn=5.1438 k at -90 deg Lt 92v=1.6, �v=0.95 xx 1.0000 Axial Compression Strength 1.0000 Ae=1.0431 in^2, Fy=33 ksi 1.0000 Pn=34.423 k NAS Eq. C4.1-1 92c=1.8, �c=0.85 ex Positive Flexural Strength about X-axis Cmx 1.0000 Center of gravity shift: y=-0.79698 in 1.0000 Sxe=1.6749 in^3, Fy=33 ksi 0.00000 in Mnx=55.271 k -in NAS Eq. C3.1.1-1 S2b=1.67, �b=0.9 Negative Flexural Strength about X-axis Red. Factor, P: 0 Center of gravity shift: y=0.79698 in 20.000 ft Sxe=1.6749 in A3, Fy=33 ksi Mnx=55.271 k -in NAS Eq. 03.1.1-1 S2b=1.67, �b=0.9 My Positive Flexural Strength about Y-axis (k) Center of gravity shift: x=-0.62834 in (k) Sye=7.5561 in^3, Fy=33 ksi (k) Mny=249.35 k -in NAS Eq. 03.1.1-•1 Qb=1.67, �b=0.9 0.00 Negative Flexural Strength about Y-axis Applied 0.520 Center of gravity shift: x=0.62834 in 0.000 Sye=7.5561 in^3, Fy=33 ksi 0.000 Mny=249.35 k -in NAS Eq. C3.1.1-1 S2b=1.67, �b=0.9 149.31 Member Check - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Page 3 Lx 3.000 ft Ly 3.000 ft Lt 0.000 ft xx 1.0000 xy 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 7.00000 in Cmx 1.0000 Cmy 1.0000 ey 0.00000 in Braced Flange: None k� 0 k Red. Factor, P: 0 Lm 20.000 ft Loads: P Mx Vy My VX (k) (k -in) (k) (k -in) (k) Entered 0.520 0.00 0.000 0.00 0.000 Applied 0.520 0.00 0.000 3.64 0.000 Strength 18.907 33.10 6.430 149.31 4.405 Effective section properties at applied loads: Ae 2.6716 in^2 Ixe 8.867 in^4 Iye 69.775 in^4 Sxe(t) 4.4337 in^3 Sye(1) 9.3033 in^3 Sxe(b) 4.4337 in^3 Sye(r) 9.3033 in^3 CFS Version 7.0.0 Section: Section 2.sct Tube 4x15-14 Gage Rev. Date: 6/6/2014 4:06:58 PM Printed: 6/6/2014 4:07:29 PM Page 4 Interaction Equations l' NAS Eq. C5.2.1-1 (P, Mx, My) 0.028 + 0.000 + 0.024 0.052 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.027 + 0.000 + 0.024 = 0.052 <= 1.0 NAS Eq. C3.3.1-1 (Mx, VY) Sgrt(0.000 + 0.00 )= 0.000 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sgrt(0.001 + 0.00 )= 0.024 <= 1.(y Tube element 1 w/t exceeds 200. Tube element 3 w/t exceeds 200. CFS Version 7.0.0 Section: Section 3.sct Tube 2x12-14 Gage Rev. Date: 6/6/2014 4:10:28 PM Printed: 6/6/2014 4:11:05 PM Section Inputs Material: A653 SS Grade 33 center of gravity No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Tube, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: Page 1 X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Closed shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 12.000 0.000 0.10690 Single 0.000 0.000 6.000 2 2.000 90.000 0.10690 Single 0.000 0.000 1.000 3 12.000 180.000 0.10690 Single 0.000 0.000 6.000 4 2.000 -90,000 0.10690 Single 0,000 0,000 1,000 'S7 CFS Version 7.0.0 Section: Section 3.9ct Tube 2x12-14 Gage Rev. Date: 6/6/2014 4:10:28 PM Printed: 6/6/2014 4:11:05 PM Page 2 Full Section Properties Positive Moment Tn=64.634 k Positive Moment Area 1.9586 in^2 Wt. 0.0066593 k/ft Width 27.470 in Ix 1.651 in^4 rx 0.9181 in Ixy 0.000 in^4 SX(t) 1.6511 in^3 y(t) 1.0000 in a 90.000 deg Sx(b) 1.6511 in^3 y(b) 1.0000 in in^3 Sye(r) 4.0468 in^3 Ta 38.703 Height 2.0000 in Iy 29.330 in^4 ry 3.8698 in Xo 0.0000 in Sy(1) 4'.8884 in^3 x(1) 6.0000 in Yo 0.0000 in Sy(r) 4.8884 in^3 x(r) 6.0000 in jx 0.0000 in in^4 Vay 2.900 Width 12.0000 in jy 0.0000 in I1 29.330 in^4 r1 3.8698 in in^3 Sye(r) 4.8197 12 1.651 in^4 r2 0.9181 in Ic 30.981 in^4 rc 3:9772 -in Cui 11.399 in^6 Io 30.981 in^4 ro 3.9772 in J 5.4872 in^4 Fully Braced Strength - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Compression Positive Moment Tn=64.634 k Positive Moment Pao 15.252 k Maxo 13.133 k -in Mayo 79.966 k -in Ae 0.83192 in^2 Ixe 0.921 in^4 Iye 26.397 in^4 Tube element 3 Aw=0.83019 inA2, Fv=5.3388 ksi Sxe(t) 0.6646 in^3 Sye(1) 4.8197 in^3 Tension Aw=0.11719 inA2, Fv=19.8 ksi NAS Eq. C3.2.1-2 Sxe(b) 1.5011 in^3 Sye(r) 4.0468 in^3 Ta 38.703 k Negative Moment Negative Moment Maxo 13.133 k -in Mayo 79.966 k -in Shear Ixe 0.921 in^4 Iye 26.397 in^4 Vay 2.900 k Sxe(t) 1.5011 in^3 Sye(1) 4.0468 in^3 Vax 5.540 k Sxe(b) 0.6646 in^3 Sye(r) 4.8197 in^3 Calculation Details - 2010 North American Specification e US (ASD) Axial Tension Strength Ag=1.9586 in12, F,=33 ksi Tn=64.634 k NAS Eq. C2.1-1 Qt=1.67, �t=0.9 Shear Strength Tube element 1 Aw=0.83019 in"2, Fv=5,3388 ksi NAS Eq. C3.2.1 -4a Vn=4.4322 k at 0 deg S2v=1.6, �v=0.95 Tube element 2 Aw=0.1 1719 inA2, Fv=19.8 ksi NAS Eq. C3.2.1-2 Vn=2.3203 k at 90 deg f2v=1.6, �v=0.95 Tube element 3 Aw=0.83019 inA2, Fv=5.3388 ksi NAS Eq. C3.2.1 -4a Vn=4.4322 k at 180 deg S2v=1.6, �v=0.95 Tube element 4 Aw=0.11719 inA2, Fv=19.8 ksi NAS Eq. C3.2.1-2 W-2.3203 k at -90 deg D(6 CFS Version 7.0.0 Section: Section 3,sct Tube 2x12-14 Gage Rev. Date: 6/6/2014 4:10:28 PIVI Printed: 6/6/2014 4:11:05 PM Qv=1.6, civ=0.95 Axial Compression Strength Ly Ae=0.83192 in^2, Fy=33 ksi Lt Pn=27.453 k NAS Eq. C4.1-1 Qc=1.8, �c=0.85 Ky Positive Flexural Strength about X-axis Kt Center of gravity shift: y=-0.38626 in Sxe=0.6646 in"3, Fy=33 ksi Cby Mnx=21.932 k -in NAS Eq. C3.1.1-1 Ob=1.67, �b=0.9 in Negative Flexural Strength about X-axis Cmy Center of gravity shift: y=0.38626 in ey Sxe=0.66459 in^3, Fy=33 ksi in Mnx=21.932 k -in NAS Eq. C3.1.1-1 Qb=1.67, ¢b=0.9 Positive Flexural Strength about Y-axis Center of gravity shift: x=-0.52302 in Lm Sye=4.0468 in^3, Fy=33 ksi Mny=133.54 k -in NAS Eq. 03.1.1-1 M=1.67, �b=0.9 My Negative Flexural Strength about Y-axis My Center of gravity shift: x=0.52302 in Sye=4.0468 in^3, Fy=33 ksi (k -in) Mny=133.54 k -in NAS Eq. C3.1.1-1 Qb=1.67, �b=0.9 Member Check o 2010 north American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Page 3 Lx 1.000 ft Ly 1.000 ft Lt 0.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 1.0.50000 in Cmx 1.0000 Cmy 1.0000 ey 0.00000 in Braced Flange: None k� 0 k_ Red. Factor, R: 0 Lm 20.000 ft Loads. P My V17 My fix (k) (k -in) (k) (k -in) (k) Entered 0.260 0.000 0.000 0.000 0.000 Applied 0.260 0.000 0.000 2.730 0.000 Strength 15.165 13.133 2.900 79.966 5.540 Effective section properties at applied loads: Ae 1.95862 in^2 Ixe 1.651 in^4 Tye 29.330 in^4 Sxe(t) 1.6511 in^3 Sye(1) 4.8884 in^3 Sxe(b) 1.6511 in^3 Sye(r) 4.8884 in^3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.017 + 0.000 + 0.034 = 0.051 <= 1.0 04- CFS Version 7.0.0 Section: Section 3.sct Tube 2x12-14 Gage Rev, Date: 6/6/2014 4:10:28 PM Printed: 6/6/2014 4:11:05 PM NAS Eq. C5.2.1-2 (P, Mx, My) 0.017 + 0.000 + 0.03 NAS Eq. C3.3.1-1 (Mx, VY) Sgrt(0.000 + 0.00 NAS Eq. C3.3.1-1 (My, Vx) Sgrt(0.001 + 0.0C Page 4 != 0.051 <= 1.0 )= 0.000 <= 1.0 )= 0.034 <= 1.0 4D A L L S T R U C T U R E �__a..._.�_.. DATE ® Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223JOB No _ v: 503.620.4314 ® f: 503.620.4304 � " �� '�� _____ SHEET '-!- ( of p ( FEZ-g�F- CC-�) - A,�--,A 0 e-, -Tj C- CFS Version 7.0,0 Section: Section 4.sct Tube 1.25x12-14 Gage Rev, Date: 6/6/2014 4:22:51 PM Printed: 6/6/2014 4:23:18 PM Section Inauts Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Tube, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 0 in 0.000 Y to center of gravity 0 in 0.000 Outside dimensions, Closed shape Length Angle Radius Web (in) (deg) (in) 1 12.000 0.000 0.10690 Single 2 1.250 90.000 0.10690 Single 3 12.000 180.000 0.10690 Single 4 1.250 -90.000 0<10690 Single ■ k Hole Size Coef. (in) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 1 Distance (in) 6.000 0.625 6.000 0.625 CFS Version 7.0.0 Section: Section 4.sct Tube 1.25x12-14 Gage Rev. Date. 6/6/2014 4:22:51 PM Printed: 6/6/2014 4:23:18 PM Full Section Properties Area 1.8517 in^2 Wt. Ix 0.605 in^4 rx SX(t) 0.9674 in^3 y(t) Sx(b) 0.9674 in^3 y(b) in Ae 0.72497 Height Iy 25.526 in^4 ry Sy(1) 4.2543 in^3 x(1) Sy(r) 4.2543 in^3 x(r) jx 0.0000 in Width I1 25.526 in^4 r1 22 0.605 in^4 r2 IC 26.130 in^4 rc Io 26.130 in^4 ro Page 2 0.0062957 k/ft Width 25.970 in 0.5714 in Ixy 0.000 in^4 0.6250 in a 90.000 deg 0.6250 in 7.343 k -in Mayo 1.2500 in Ae 0.72497 in^2 3.7129 in Xo 0.0000 in 6.0000 in Yo 0.0000 in 6.0000 in jx 0.0000 in 12.0000 in jy 0.0000 in 3.7129 in 3.4286 in^3 Ta 0.5714 in 3.7566 in Cw 5.189 in^6 3.7566 in, J 2.1657 in^4 Fully Braced Strength - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Compression Positive Moment Positive Moment Pao 13.291 k Maxo 7.343 k -in Mayo 67.750 k -in Ae 0.72497 in^2 Ixe 0.327 in^4 Iye 22.522 in^4 Sxe(t) 0.3716 in^3 Sye(1) 4.1470 in^3 Tension Sxe(b) 0.8817 in^3 Sye(r) 3.4286 in^3 Ta 36.590 k Negative Moment Negative Moment Maxo 7.343 k -in Mayo 67.750 k -in Shear Ixe 0.327 in^4 Iye 22.522 in^4 Vay 1.577 k Sxe(t) 0.8817 in^3 Sye(l) 3.4286 in^3 Vax 5.540 k Sxe(b) 0.3716 in^3 Sye(r) 4.1470 in^3 Calculation Details - 2010 North American Specification - US (ASD) Axial Tension Strength Ag=1.8517 inA2, Fy=33 ksi Tn=61.105 k Sgt=1.67, �t=0.9 Shear Strength Tube element 1 Aw=0.83019 in A2, Fv=5.3388 ksi Vn=4.4322 k at 0 deg Qv=1.6, �v=0.95 i use element 2 Aw=0.063714 inA2, Fv=19.8 ksi Vn=1.2615 k at 90 deg Qv=1.6, �v=0.95 Tube element 3 Aw=0.83019 in A2, Fv=5.3388 ksi Vn=4.4322 k at 180 deg f2v=1.6, W0.95 Tube element 4 Aw=0.063714 inA2, Fv=19.8 ksi Vn=1.2615 k at -90 deg NAS Eq, C2.1-1 NAS Eq. 03.2.1-4a NAS Eq. C3.2.1-2 NAS Eq. C3.2.1 -4a NAS Eq. C3.2.1-2 CFS Version 7.0.0 Section: Section 4.sct Tube 1.25x12-14 Gage Rev. Date: 6/6/2014 4:22:51 PM Printed: 6/6/2014 4:23:18 PM S2v=1.6, �v=0.95 Axial Compression Strength 1.000 ft' Ae=0.72497 inA2, Fy=33 ksi 1.000 ft Pn=23.924 k NAS Eq. C4.1-1 Oc=1.8, �c=0.85 Kx Positive Flexural Strength about X-axis Ky Center of gravity shift: y=-0.25436 in Kt Sxe=0.37162 in"3, Fy=33 ksi Mnx=12.264 k -in NAS Eq. C3.1.1-1 nb=1.67, �b=0.9 1.0000 Negative Flexural Strength about X-axis 6.25000 Center of gravity shift: y=0.25436 in Cmx Sxe=0.37162 in^3, Fy=33 ksi Cmy Mnx=12.264 k -in NAS Eq. C3.1.1-1 92b=1.67, �b=0.9 in Positive Flexural Strength about Y-axis None Center of gravity shift: x=-0.569 in 0 k Sye=3.4286 in^3, Fy=33 ksi Mny=113.14 k -in NAS Eq. C3.1.1-1 Qb=1.67, �b=0.9 Lm Negative Flexural Strength about Y-axis Center of gravity shift: x=0.569 in Sye=3.4286 in^3, Fy=33 ksi P Mny=113.14 k -in NAS Eq. 03.1.1-1 nb=1.67, �b=0.9 VX Member Check - 2010 worth American Specification - US (ASIS) Material Type: A653 SS Grade 33, Fy=33 ksi. Design Parameters: Page 3 Lx 1.000 ft' Ly 1.000 ft Lt 0.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 6.25000 in Cmx 1.0000 Cmy 1.0000 ey 0.00000 in Braced Flange: None kc 0 k Red. Factor, R: 0 Lm 20.000 ft Loads! P MX Vw My VX (k) (k -in) (k) (k -in) (k) Entered 0.952 0.000 0.000 0.000 0.000 Applied 0.952 0.000 0.000 5.950 0.000 Strength 13.108 7.343 1.577 67.750 5.540 Effective section properties at applied loads: Ae 1.85167 in^2 Ixe 0.605 in^4 Iye 25.526 in^4 Sxe(t) 0.9674 in^3 Sye(1) 4.2543 in^3 Sxe(b) 0.9674 in^3 Sye(r) 4.2543 in^3 Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) 0.0730..000 + 0.088 = 0.160 <= 1.0 A CFS Version 7.0,0 Page Section: Section 4,sct Tube 1.25x12-14 Gage Rev. Date: 6/6/2014 4:22:51 PM Printed: 6/6/2014 4:23:18 PM NAS Eq. C5.2.1-2 (P, Mx, My) 0.072 + 0.000 + 0.0880.159 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) Sgrt(0.000 + 0.000 0.000 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sgrt(0.008 + 0.00)/-==(0-088 <= 1.0 a V--. 0-� A CFS Version 7.0.0 Section: Section 5.sct Tube 415-14 Gage Rev. Date: 6/6/2014 4:26:04 PM Printed: 6/6/2014 4:26:27 PM Section Inputs Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Tube, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in 7.500 Outside dimensions, Closed shape 0.000 0.000 Length Angle Radius Web (in) (deg) (in) 1 15.000 0.000 0.10690 Single 2 4.000 90.000 0.10690 Single 3 15.000 180.000 0.10690 Single 4 4.000 -90:000 0.10690 Single Page 1 k_ Hole Size Distance Coef. (in) (in) 0.000 0.000 7.500 0.000 0.000 2.000 0.000 0.000 7.500 0:000 0,000 2.000 CFS Version 7.0.0 Moment Positive Moment Page 2 Section: Section 5.sct k -in Mayo 149.31 k -in Ae 1.0431 in^2 Ixe 4.685 in^4 Tube 4x15-14 Gage in^4 Sxe(t) 1.6749 in^3 Sye(1) 8.9379 in^3 Rev. Date: 6/6/2014 4:26:04 PM 3.8941 in^3 Sye(r) 7.5561 in^3 Ta 52.792 k Printed: 6/6/2014 4:26:27 PM Negative Moment Negative Moment Full Section Properties Maxo 33.10 k -in Mayo 149.31 k -in Shear Ixe Area 2.6716 in^2 Wt. 0.0090835 k/ft Width 37.470 in Ix 8.867 in^4 rx 1.8219 in Ixy 0.000 in^4 SX(t) 4.4337 in^3 y(t) 2.0000 in a -90.000 deg Sx(b) 4.4337 in^3 y(b) 2.0000 in Axial Tension Strength Height 4.0000 in Iy 69.775 in^4 ry 5.1105 in Xo 0.0000 in Sy(1) 9.3033 in^3 x(1) 7.5000 in Yo 0.0000 in Sy(r) 9.3033 in^3 x(r) 7.5000 in jx 0.0000 in Aw=1.0.1 in^2, Fv-3.37541:s Width 15.0000 in jy 0.0000 in Il 69.775 in^4 rl 5.1105 in I2 8.867 in^4 r2 1.8219 in Aw=0.25979 in^2, Fv=19.8 ksi Ic 78.642 in^4 rc 5.4255 in Cw 65.89 in^6 Io 78.642 in^4 ro 5.4255 in J 26.167 in^4 Fully Braced Strength - 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Compression Positive Moment Positive Moment Pao 19.124 k Maxo 33.10 k -in Mayo 149.31 k -in Ae 1.0431 in^2 Ixe 4.685 in^4 Iye 61.418 in^4 Sxe(t) 1.6749 in^3 Sye(1) 8.9379 in^3 Tension Sxe(b) 3.8941 in^3 Sye(r) 7.5561 in^3 Ta 52.792 k Negative Moment Negative Moment Maxo 33.10 k -in Mayo 149.31 k -in Shear Ixe 4.685 in^4 Iye 61.418 in^4 Vay - 6.430 k Sxe(t) 3.8941 in^3 Sye(1) 7.5561 in^3 Vax 4.405 k Sxe(b) 1.6749 in^3 Sye(r) 8.9379 in^3 Tube element 1 w/t exceeds 200. Tube element 3 w/t exceeds 200. Calculation Details - 2010 North American Specification - US (ASD) Axial Tension Strength Ag=2.6716 in A2, Fy=33 ksi Tn=88.163 k NAS Eq. C2.1-1 s2t=1.67, �t=0.9 Shear Strength Tube element 1 Aw=1.0.1 in^2, Fv-3.37541:s NAS Eq. x3.2.1 -4a Vn=3.5242 k at 0 deg Qv=1.6, ¢v=0.95 Tube element 2 Aw=0.25979 in^2, Fv=19.8 ksi NAS Eq. 03.2.1-2 Vn=5.1438 k at 90 deg Qv=1.6, ¢v=0.95 Tube element 3 Aw=1,0441 in^2, Fv=3.3754 ksi NAS Eq. C3.2.1 -4a Vn=3.5242 k at 180 deg S2v=1,6, �v=0.95 Tube element 4 , 4 CFS Version 7.0.0 Section: Section 5,sct Tube 4x15-14 Gage Rev. Date: 6/6/2014 4:26:04 PM Printed: 6/6/2014 4:26:27 PM Aw=0.25979 in^2, Fv=19.8 ksi NAS Eq. C3.2.1-2 Vn=5.1438 k at -90 deg S2v=1.6, �v=0.95 Axial Compression Strength SS Grade 33, Ae=1.0431 in A2, Fy=33 ksi Pn=34.423 k NAS Eq. C4.1-1 S2c=1.8, �c=0.85 Positive Flexural Strength about X-axis Center of gravity shift: y=-0.79698 in Ly Sxe=1.6749 in^3, Fy=33 ksi Lt Mnx=55.271 k -in NAS Eq. C3,1.1-1 Qb=1.67, cab=0.9 1.0000 Negative Flexural Strength about X-axis 1.0000 Center of gravity shift: y=0.79698 in Cby Sxe=1.6749 in A3, Fy=33 ksi ex Mnx=55.271 k -in NAS Eq. C3.1.1-1 92b=1.67, �b=0.9 1.0000 Positive Flexural Strength about Y-axis 0.0000 in Center of gravity shift: x=-0.62834 in k� Sye=7.5561 in A3, Fy=33 ksi Mny=249.35 k -in NAS Eq. 03.1.1-1 52b=1.67, �b=0.9 20.000 ft Negative Flexural Strength about Y-axis Center of gravity shift: x=0.62834 in Mx Sye=7.5561 in A3, Fy=33 ksi My Mny=249.35 k -In NAS Eq. C3.1.1-1 Qb=1.67, �b=0.9 (k) Member Check - 2010 North American Specification - JS (ASID) Page 3 Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 1.000 ft Ly 1.000 ft Lt 0.000 ft Kx 1.0000 KY 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 14.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None k� 0 k Red. Fac Lor, R: 0 Lra 20.000 ft Loads: P Mx Vy My VX (k) (k -in) (k) (k -in) (k) Entered 0.952 0.00 0.000 0.00 0.000 Applied 0.952 0.00 0.000 13.33 0.000 Strength 19.100 33.10 6.430 149.31 4.405 Effective section properties at applied loads: Ae 2.6716 in^2 Ixe 8.867 in^4 Iye 69.775 in^4 Sxe(t) 4.4337 in^3 Sye(1) 9.3033 in^3 Sxe(b) 4.4337 in^3 Sye(r) 9.3033 in^3 CFS Version 7.0.0 Section: Section 5.sct Tube 4x15-14 Gage Rev. Date: 6/6/2014 4:26:04 PM Printed: 6/6/2014 4:26:27 PM Interaction Equations Page 4 NAS Eq. C5.2.1-1 (P, Mx, My) 0.050 + 0.000 + 0.089 = 0.139 <= 1>0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.050 + 0.000 + 0.089 = 0.139 <= 1.0 NAS Eq. C3.3.1-1 (Mx, VY) Sgrt(0.000 + 0.000)= 0.000 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) Sgrt(0.008 + 0.000)= 0.089 <= 1.0 Tube element 1 w/t exceeds 200. Tube element 3 w/t exceeds 200. [6 A L L S T R U C T U R E BY DATE Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 Tigard, Oregon 07223 v: 503.620.4314 e f: 503.620.4304 JOB NO SHEET ( OF —P LOdp � L� 13,L—,4 All � L� 13,L—,4 FF ALLSTRUCTURE BY�-- DATE Engineering L L C CHK BY-- DATE 7140 SW Fir Loop, Suite 231 JOB NO Tigard, Oregon 97223 v: 503.620.4314 - f: 503.620,4304 SHEET OF- A L L S T R U C T U R E BY DATE ® Engineering LLC CHKBY DATE 7140 SW Fir Loop, Suite 231 )06 NO Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 — SHEET -OF OE Anchor Designer TM Software Version 2.0.5154.42 c� 1.Proiectinformation Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-08 Units: Imperial units Anchor Information: Anchor type: Cast -in-place Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth, her (inch): 18.000 Anchor category: - Anchor ductility: Yes hmi� (inch): 19.38 Cmi� (inch): 3.75 Smin (inch): 3.75 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Company: Allstructure Engineering Date: 6/6/2014 Engineer: Ryan Hardie Page: 1/5 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 24.00 State: Cracked Compressive strength, f� (psi): 2500 4)o,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6do requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 12.00 x 24.00 x 0.38 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strang -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 15 <Figure 2> Anchor Designer TM Software Version 2.0,5154.42 Company: Allstructure. Engineering I Date:6/6/2014 Engineer: Ryan Hardie I Page: 2/5 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: Heavy Hex Bolt - 5/8"0 Heavy Hex Bolt, F1554 Gr, 36 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 6, it►'�I - ®�►' Anchor DesignerT"' _ - 17 . ,, Software �- - � -� � Version 2.0.5154,42 Company: Alistructure Engineering Date: 6/6/2014 Engineer: Ryan Hardie Page: 3/5 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu. (lb) Vuax (lb) Way (lb) 11(VU.)2+(VU2Y)2 (lb) 1 0,0 0.0 935.0 935.0 2 6457.6 0.0 935.0 935.0 3 6457.6 0.0 935.0 935.0 4 0.0 0.0 935.0 935.0 Sum 12915.1 0.0 Maximum concrete compression strain (%o): 0.16 Maximum concrete compression stress (psi): 675 Resultant tension force (lb): 12915 Resultant compression force (lb): 12915 Eccentricity of resultant tension forces in x-axis, e'NX (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 A. Steel Strength of Anchor in Tension(Sec. D.5.1 Ns (lb) 0 ^. (lb) 13100 0.75 9825 5 Concrete Breakout Strength of Anchor in Tension (Sec. D.5.2) Nb = 16A4f'ch.?' (Eq. D-8) A Pc (psi) her (in) Nb (lb) 1.00 2500 18.000 98903 3740.0 3740.0 <Figure 3> 0.750doNcbg=0.750do(ANc/ANco)5'ec,NVed,N'Fc,NVJep,NNb (Sec. D.3.3.3, D.4.1 & Eq. D-5) ANc (int) Anlco (in 2) %oN Ted,N �'C,N Tcp,Al Nb (lb) 0 0.750d^bg (lb) 3483.00 2916.00 1.000 1.000 1.00 1.000 98903 0.70 62021 S Pullout Strength of Anchor in Tension (Sec. 17.5.3) 0.75OdOPlpn = 0,750dOV'c.PNp = 0.75OdOV"c,P8Abrgf'c (Sec. D.3.3.3, D.4.1, Eq. D-14 & D-15) yc,P Ab,g (inZ) f'c (psi) d 0.750doNpn (lb) 1.0 0.67 2500 0.70 7046 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com S ® Anchor DesignerTM Software -�..w Version 2.0.5154.42 8 Steel Strength of Anchor in Shear (Sec. D.6.11 Vaa (lb) ¢9rou< 0 ¢9�w¢Vs (lb) 7865 1.0 0.65 5112 Company: Allstructure Engineering Date: 6/6/2014 Engineer: Ryan Hardie Page: 4/5 Project: Address: Phone: E-mail: 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in y:directiori; Vby=7(le/da)02gdaA.gfcc.i`(Eq. D-24) /9 (in) da (in) A fc (psi) cel (in) Vby (Ib) 5.00 0.63 1.00 2500 24.00 49311 0.750dOVCb9y = 0,750uO (Avc/Avco) Yec,vY'edvio,vTh,vVby (Sec. D.3.3.3, DA.1 & Eq. D-22) Avc (In2) Avco (int) Y'ec,y Y'edv Y'c,V Y'h,v Vby (Ib) 0 0.75¢d¢Vcb9y (lb) 1980.00 2592,00 1.000 1.000 1,000 1.225 49311 0.70 24220 Shear parallel to edge in y -direction: Vbx = 7(le/ (Eq. D-24) /o (in) da (in) A f'c (psi) cat (in) Vbx (lb) 5.00 0.63 1.00 2500 24.00 49311 0.75¢dOVcbyy = 0.750do (2)(Avo/Avco)' Pec,v!YedvY'c.0'h,vVbx (Sec. D.4.1, D.6.2.1 (c) & Eq. D-22) Avc (in2) Avco (in 2) Y'ec,y `Pedv Y'o,v Wh,v Vbx (ib) 0 0,75OdOVob9y (lb) 2232.00 2592.00 1.000 1.000 1.000 1.225 49311 0.70 54605 10 Concrete Pryout Strength of Anchor in Shear (Sec. D.6.3) 0.750do Vcp9 = 0.75060kcpNcb9 = 0.75Od0kep(ANc/ANco)Y'ec,NY'edNY'o,NY'cp,NNb (Eq. D-31) kcp ANc (In2) ANc,, (in 2) Y'sc,N Y'ed,N Y'c,N Y'cp,N Nb (ib) 4 0.75¢d¢Vcp9 (lb) 2.0 4837.50 2916.00 1.000 1.000 1.000 1.000 98903 0.70 172279 11 Interaction of Tensile and Shear Forces (,Sec. D.7) Tension Factored Load, Nua (ib) Design Strength, oN" (lb) Ratio Status Steel 6458 9825 0.66 Pass Concrete breakout 12915 62021 0.21 Pass Pullout 6458 7046 5.1.92 Pass (Governs) Shear Factored Load, Vua (lb) Design Strength, oW (lb) Ratio Status Steel 935 5112 0.18 Pass (Governs) T Concrete breakout y+ 3740 24220 0.15 Pass ii Concrete breakout x- 1870 54606 0.03 Pass Pryout 3740 172279 0,02 Pass Interaction check N- MM Voa/6V„ Combined Ratio Permissible Status Sec, D.7.1 0.92 0.00 91.7% 1.0 Pass 5/8"0 Heavy Hex Bolt, 171554 Gr. 36 with hef = 18.000 inch meets the selected design criteria. 12. Warnings Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tic Company Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Gel Anchor DesignerTM Software �Y I Version 2.0.5154.42 Company: Allstructure Engineering Date: 6/6/2014 Engineer: Ryan Hardie Page: 5/5 Project: Address: Phone: E-mail: - Per designer input, ductility requirements have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Enc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 wrow.strongtie.com Anchor DesignerT"' Software Version 2.0.5154.43 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-08 Units: Imperial units Anchor Information: Anchor type: Cast -in-place Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth, her (inch): 18.000 Anchor category: - Anchor ductility: Yes hmin (inch): 19.38 Cmio (inch): 3.75 Smin (inch): 3.75 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Company: Allstructure Engineering I Date:6!6/2014 Engineer: Ryan Hardie I Page: 1115 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 24.00 State: Cracked Compressive strength, f (psi)! 2500 4J.,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6do requirement: No Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 12.00 x 24.00 x 0.38 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. SIMpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com r 60 71►'il:�z®�e Anchor Designer TM Software 921MV! �_ , err Version 2.0.5154.43 <Figure 2> Company: Allstructure Engineering Date: 6/6/2014 Engineer: Ryan Hardie Page: 215 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: Heavy Hex Bolt - 5/8"0 Heavy Hex Bolt, F1554 Gr. 36 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847,3871 www.strongtie.com 04, IE= Anchor DesignerTm Software Version 2.0.5154.43 Mg, 2117-11-M3,08110 '93�_' Company: Allstructure Engineering I Date: 6/6/2014 Engineer: Ryan Hardie I Page: 3/5 Project: Address, Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu. (lb) Vuax (lb) Vuey (lb) AVuax)2+(Vuay)2 (lb) 1 3251.1 132.0 0.0 132.0 2 3251.1 132.0 0.0 132.0 3 0.0 132.0 0.0 132.0 4 0.0 132.0 0.0 132.0 Sum 6502.2 528.0 Maximum concrete compression strain (%o): 0.08 Maximum concrete compression stress (psi): 340 Resultant tension force (ib): 6502 Resultant compression force (lb): 6502 Eccentricity of resultant tension forces in x-axis, e'W (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0,00 Eccentricity of resultant shear forces in x-axis, e% (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension Sec. D.5.1 Nsa (lb) 4 (lb) 13100 0.75 9825 5 Concrete Breakout Strength of Anchor in Tension (Sec. D.5.2) Na = 16Agf'chersl3 (Eq. D-8) A Yo (psi) het (in) Nb (lb) 1.00 2500 18.000 98903 0.0 528.0 <Figure 3> 4 Q Y 0.750doNcaq=0.750dO (ANI/ANco) T"ec,NTed,NT"c,NVIp,NNb (Sec. D.3.3.3, D.4.1 & Eq. D-5) ANc (in 2) Amo (in 2) !r'.'N V'ed,N Tc,N Ycp,N Nb (lb) yf 0.750d¢Ncby (lb) 4050.00 2916.00 1.000 1.000 1.00 1.000 98903 0.70 72117 G. Pullout Strength of :anchor in Tension (Sec. D.5.3) 0.750doNpn = 0.75Odp'1'I.P1Vp = 0.750dOWcP8Abryfc (sec. D.3.3.3, D.4.1, Eq. D-14 & D-15) yc,P Ab y (int) fI (psi) ¢ 0.75OdONpn (lb) 1.0 0.67 2500 0.70 7046 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com t� E= Anchor Designer TM - ��=�� Software Version 2.0.5154.43 8. Steel Strength of Anchor in Shear (Sec. D.6.1) Vsa (Ib) ¢grout 0 OgrcutoVsa (lb) 7865 1.0 0.65 5112 Company: Allstructure Engineering I Date: 6/6/2014 Engineer: Ryan Hardie Page: 14t5 Project: Address: Phone: E-mail: 9 Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in x -direction: Vbx=7(/elda)02JdeA, f'cca115(Eq.D-24) /< (in) da (in) d f'c (psi) ca, (in) Vbx (lb) 5.00 0.63 1.00 2500 24,00 49311 0,75OdOVcb9x = 0,750do (Avcl Avcc)Vec,vV'edvy'c,vTjh,vVbx (Sec. D.3.3.3, DA.1 & Eq. D-22) Avc (int) Avco (int) V'ao,V %d,v Yc,v Thy Vbx (lb) 0 0.75OdVcbgx (lb) 2232.00 2592.00 1.000 1,000 1.000 1.225 49311 0.70 27303 Shear parallel to edge in x -direction: Vby = 7(/elda)0'2JdaA,4f'ccaft'S (Eq. D-24) le (in) da (in) t Ae (psi) cat (in) Vby (lb) 5.00 0.63 1.00 2500 24.00 49311 0.75rbdOVcb9x = 0.75¢d(2)(AvclAvco)V'ec,vV'edvV'c,vV'h,vVby (Sec. D.4.1, D.6.2.1(0) & Eq. D-22) Avc (in2) Avco (int) Yec,V V'ed,V V'c,V 'Yh,v Vby (Ib) 0 0.750doVcbgx (lb) 1980.00 2592.00 1.000 1.000 1.000 1,225 49311 0.70 48440 10 Concrete PIXout Strength of Anchor in Shear (Sec. D.6.3) 0,750dO Vcpg = 0.750dokcpNcbg = 0.75OdO1(cp(ANo1 AN.) V'ec,N V'ed,NV a,NV'cp,NNb (Eq. D-31) kcp ANc (In2) ANco (In2) V'ac,N %d,N V'c,N V'cp,N Nb (lb) 4 0.750doVcpg (lb) 2.0 4837.50 2916.00 1.000 1,000 1.000 1.000 98903 0.70 172279 11. Interaction of Tensile and Shear Forces (Sec. D.7 Tension Factored Load, Nua (lb) Design Strength, o% (lb) Ratio Status Steel 3251 9825 0.33 Pass Concrete breakout 6502 72117 0.09 Pass Pullout 3251 7046 4.46 Pass (Governs) Shear Factored Load, W. (lb) Design Strength, BVD (lb) Ratio Status Steel 132 5112 0.03 Pass (Governs) T Concrete breakout x+ 528 27303 0.02 Pass () Concrete breakout y- 264 48440 0.01 Pass Prvout 528 172279 0.00 Pass Interaction check N -MM VU.MVo Combined Ratio Permissible Status Sec. D.7.1 0.46 0.00 46.1% 1.0 Pass 518"0 Heavy Hex Boit, F1554 Br. 36 with hef = 18.000 inch meets the selected design criteria. 12. Warnings Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 61 Anchor Designer TM �"�� Software R a ` Version 2.0.5154.43 Company: Allstructure Engineering Date: 6/6/2014 Engineer: Ryan Hardie Page: 5/5 Project: Address: Phone: E-mail: - Per designer input, ductility requirements have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847.3871 www,strongtie.com &q Project Title: Title Block Line 1 - - R Engineer: You can change this area Prolect ID: Project Descr: using the "Settings" menu item Engineering LLC and then using the "Printing & Title Block" selection, 6JUN 20K 4:55PM Description : typical footing Gone References = n— Calculations per ACI 318-08, IBC 2000, CBC 2010, ASCE 7-10 Load Combinations Used : 2012 IBC & ASCE 7-10 Generaa Infiorinatr®n' _ _ Material Properties Soil Design Values t f : Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy : Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec : Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel /o Bending Reinf. = Allowable pressure increase per foot of deptl= ksf Min Allow % Temp Reinf. = 0.00180 when footing base is below = ft Min. Overturning Safety Factor = 1.0 :1 Min. Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Fig Wt for Soil Pressure Yes Allowable pressure Increase per foot of depl = ksf Use fig wt for stability, moments & shears Yes when maximum length or width is greater4 ft Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dtmenson�, _ - Width parallel to X -X Axis = 6.0 ft Length parallel to Z -Z Axis = 6.0 ft Footing Thicknes = 16.0 in Pedestal dimensions... px : parallel to X -X Axis = 12,0 in pz : parallel to Z -Z Axis = 12.0 in Height - in Rebar Centerline to Edge of Concrete - at Bottom of footing = 3.0 in Bars parallel to X -X Axis Number of Bars = 7.0 Reinforcing Bar Size = # 5 Bars parallel to Z -Z Axis Number of Bars = 7.0 Reinforcing Bar Siz( _ # 5 .X I Ih11=1lt - l=11111 T-11111 !1FE _ � — — — — —"M111I-1--_ BandMolth Distribution Check (=15.4.4.2} — — — - — — — — — — — — — Direction Requiring Closer Separation n/a # Bars required within zone nda, # Bars required on each side of zone n/a D Lr L S W E H P: Column Load = 2.630 k OB : Overburden = ksf M-xx = k -ft M -ZZ = 16.480 1.90 k -ft VA = k V -z = k Gs— t j y � Y � 3 Yki 3 6e .X I Ih11=1lt - l=11111 T-11111 !1FE _ � — — — — —"M111I-1--_ BandMolth Distribution Check (=15.4.4.2} — — — - — — — — — — — — — Direction Requiring Closer Separation n/a # Bars required within zone nda, # Bars required on each side of zone n/a D Lr L S W E H P: Column Load = 2.630 k OB : Overburden = ksf M-xx = k -ft M -ZZ = 16.480 1.90 k -ft VA = k V -z = k Gs— Project Title: Title Block Line 1 A L L 5 T R U T U R E Engineer: You can change this area Protect ID: Project Descr: using the "Settings" menu item E n g 1 n ,0 e 1' I n g L L C and then using the "Printing & Title Block' selection. Description: typical footing PASS Min. Ratio Item Applied Capacity Governing Load Combination PASS 0,3577 Soil Bearing 0,5366 ksf 1.50 ksf +D+0.60W+H about Z -Z axis PASS n/a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS 1.047 Overturning - Z -Z 16.480 k -ft 17,262 k -ft 0,6D+W PASS n/a Sliding - X -X 0,0 k 0,0 k No Sliding PASS n/a Sliding - Z -Z 0,0 k 0,0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0,1678 Z Flexure (+X) 3.434 k -ft 20.465 k -ft +1,20D+0.50Lr+0.50L+1,60W PASS 0.05695 Z Flexure (-X) 1.165 k -ft 20,465 k -ft +1,40D PASS 0,05695 X Flexure (+Z) 1,165 k -ft 20.465 k -ft +1,40D PASS 0,05695 X Flexure (-Z) 1,165 k -ft 20,465 k -ft +1,40D PASS 0.04463 1 -way Shear (+X) 3.347 psi 75.0 psi +1.40D PASS 0.04463 1 -way Shear (-X) 3.347 psi 75.0 psi +1.40D PASS 0,04463 1 -way Shear (+Z) 3.347 psi 75.0 psi +1,40D PASS 0.04463 1 -way Shear (-Z) 3.347 psi 75.0 psi +1,40D PASS 0.06120 2 -way Punching 9.180 psi 150.0 psi +1,40D 3 E?e�artedtZestlfts -- � `;j 0.3456 Min Temp % Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual / Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z -X -X Ratio ]Mu Flexure Axis &Load Combination Which Tension @ . As Req'd Gvrn. As Actual As Phi Mn Status k -ft Side? Bot or Top? inA2 mA2 inA2 k -ft X -X, +1.40D 1,165 +Z Bottom 0.3456 Min Temp % 0,3617 20,465 OK X -X, +1.40D 1,165 -Z Bottom 0.3456 Min Temp % 0,3617 20.465 OK X -X, +1,20D+0.50Lr+1,60L+1,60H 0.9990 +Z Bottom 0.3456 Min Temp % 0.3617 20,465 OK X -X, +1,20D+0.50Lr+1,60L+1.60H 0.9990 -Z Bottom 0.3456 Min Temp % 0.3617 20,465 OK X -X, +1,20D+1,60L+0,50S+1,60H 0.9990 +Z- Bottom 0.3456 Min Temp % 0.3617 20.465 OK X -X, +1.20D+1.60L+0.50S+1.60H 0.9990 -Z Bottom 0.3456 Min Temp % 0.3617 20,465 OK X -X, +1,20D+1,60Lr+0,50L 0,9990 +Z Bottom 0,3456 Min Temp % 0.3617 20.465 OK X -X, +1.20D+1.60Lr+0.50L 0.9990 -Z Bottom 0.3456 Min Temp % 0,3617 20.465 OK X -X, +1,20D+1,60Lr-+0,80W 0.9990 +Z Bottom 0.3456 Min Temp % 0,3617 20.465 OK X -X, +1.20D+1.60Lr+0,80W 0.9990 -Z Bottom 0.3456 Min Temp % 0.3617 20,465 OK X -X, +'1,20D+0.50L+1,60S 0,9990 +Z Bottom 0,3456 Min Temp % 0,3617 20,465 OK X -X, +1,20D+0,50L+1,605 0.9990 -Z Bottom 0,3456 Min Terno % 03617 20.465 OK X -X, +1,20D+1.60S+0.80W 0.9990 +Z Bottom 0,3456 Min Temp % 0,3617 20,465 OK X -X, +1,20D+1.60S+0,80W 0.9990 -Z Bottom 0.3456 Min Temp % 0.3617 20.465 OK X -X, +1.20D+0.50Lr+0.50L+1.60W 0.9990 +Z Bottom 0.3456 Min Temp % 0,3617 20,465 OK X -X, +1,20D+0,50Lr+0,50L+1,60W 0,9990 -Z Bottom 0.3456 Min Temp % 0.3617 20.465 OK X -X, +1,20D+0.50L+0.50S+1.60W 0.9990 +Z Bottom 0,3456 Min Temp % 0,3617 20,465 OK X -X, +1,20D+0.50L+0,50S+1.60W 0,9990 -Z Bottom 0.3456 Min Temp % 0.3617 20.465 OK X -X, +1,20D+0,50L+0.20S+E 0.9990 +Z Bottom 0.3456 Min Temp % 0,3617 20,465 OK X -X, +1,20D+0.50L ,0.20S+E 0,9990 -Z Bottom 0.3456 Min Temp % 0.3617 20.465 OK X -X, +0,90D+1,604/+1,60H 0.7492 +Z Bottom 0.3456 Min Temp % 0,3617 20.465 OK X -X, +0.90D+1.60W+1,60H 0,7492 -Z Bottom 0.3456 Min Temp % 0.3617 20.465 OK X -X, +0.90D+E+1,60H 0.7492 +Z Bottom 0.3456 Min Temp % 0.3617 20.465 OK X -X, +0.90D+E+1.60H 0.7492 Z Bottorn 0,3456 Min Temp % 0.03617 20.465 OK Z -Z, +1,40D 1165 -X Bottom 0,3456 Min Temp % 0.3617 20.465 OK Z -Z, +1.40D 1.165 +X Bottom 0.3456 Min Temp % 0,3617 20,465 OK Z -Z, +1,20D+0.50Lr+1.60L+1.60H 0,9990 -X Bottom 0,3456 Min Temp % 0,3617 20.465 OK Z -Z, +1,20D+0,50Lr+1.60L+1.60H 0.9990 +X Bottom 0.3456 Min Temp % 0.3617 20.465 OK Z -Z, +1,20D+1,60L+0,50S+1.60H 0.9990 -X Bottom 0.3456 Min Temp % 0.3617 20.465 OK Z-Z,+1,20D+1,60L+0.50S+1.60H 0.9990 +X Bottom 0.3456 Min Temp% 0,3617 20,465 OK Z -Z, +1.20D+1,60Lr+0,50L 0.9990 -X Bottom 0.3456 Min Temp % 0.3617 20.465 OK Z -Z, +1.20D+1.60Lr+0.50L 0.9990 +X Bottom 0.3456 Min Temp % 0,3617 20.465 OK Z -Z, +1,20D+1,60Lr+0,80W 0.1814 -X Bottom 0.3456 Min Temp % 0.3617 20.465 OK Z -Z, +1.20D+1.60Lr+0.80W 1,832 +X Bottom 0.3456 Min Temp % 0.3617 20.465 OK Z -Z, +1,20D+0.50L+1.60S 0.9990 -X Bottom 0,3456 Min Temp % 0.3617 20,465 OK Z -Z, +1.20D+0.50L+1.60S 0,9990 +X Bottom 0.3456 Min Temp % 0.3617 20.465 OK M Project Title: Title Block Line 1 -�-- R Engineer: You can change this area Prolect ID: Project Descr: using the "Settings" menu item Engineering LLC and then using the "Printing & Title Block" selection. Description : typical footing 'oottrtglexure '.` - ^ F Flexure Axis & Load Combination Mu� Which Tension @ As Req'd Gvrn. As Actual As PhNn Status k -ft Side? Bot or top? inA2 inA2 inA2 k -ft Z -Z, +1.20D+1.60S+0.80W 0.1814 -X Bottom 0.3456 Min Temp % 0.3617 20,465 OK Z -Z, +1.20D+1,60S+0.80W 1.832 +X Bottom 0.3456 Min Temp % 0,3617 20.465 OK Z -Z, +1.20D+0.50Lr+0.50L+1.60W 0.0 -X Top 0,3456 Min Temp % 0,3617 20.465 OK Z -Z, +1,20D+0.50Lr+0,50L+1.60W 3.434 +X Bottom 0.3456 Min Temp % 0,3617 20.465 OK Z -Z, +1.20D+0.50L+0.50S+1.60W 0.0 -X Top 0.3456 Min Temp % 0.3617 20.465 OK Z -Z, +1,20D+0.50L+0.50S+1.60W 3.434 +X Bottom 0.3456 Min Temp % 0,3617 20,465 OK Z -Z, +1.20D+0.50L+0.20S+E 0.8799 -X Bottom 0,3456 Min Temp % 0.3617 20.465 OK Z -Z, +1,20D+0,50L+0,20S+E 1.118 +X Bottom 0.3456 Min Temp % 0,3617 20,465 OK Z -Z, +0.90D+1.60W+1.60H 0.0 -X Top 0.3456 Min Temp % 0,3617 20.465 OK Z -Z, +0,90D+1.60W+1,60H 0.0 +X Top 0.3456 Min Temp % 0,3617 20,465 OK Z -Z, +0.90D+E+1,60H 0,6301 -X Bottom 0.3456 Min Temp % 0.3617 20.465 OK Z Z +0,90Q+E+1.600 0 $683 +X Bottom 0.3456 Min Temp % 0,3617 20.465 OK Qpe,VUa�+�Sheae _, Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.40D 3,347 psi 3,347 psi 3.347 psi 3.347 psi 3.347 psi 75 psi 0.04463 OK +1.20D+0.50Lr+1,60L+1,60H 2,869 psi 2.869 psi 2.869 psi 2.869 psi 2.869 psi 75 psi 0,03825 OK +1.20D+1.60L+0.50S+1.60H 2.869 psi 2.869 psi 2,869 psi 2.869 psi 2.869 psi 75 osi 0.03825 OK +1.20D+1.60Lr+0.50L 2.869 psi 2.869 psi 2.869 psi 2.869 psi 2.869 psi 75 psi 0.03825 OK +1,20D+1.60Lr+0.80W 2,869 psi 2.869 psi 2.869 psi 2.869 psi 2,869 psi 75 psi 0.03825 OK +1,20D+0.501 -+1.60S 2.869 psi 2.869 psi 2.869 psi 2.869 psi 2.869 psi 75 psi 0,03825 OK +1.20D+1,60S+0.80W 2,869 psi 2.869 psi 2.869 psi 2,869 psi 2.869 psi 75 psi 0,03825 OK +1.20D+0,50Lr+0.50L+1.60W 2.868 psi 2.868 psi 2.869 psi 2,869 psi 2.869 psi 75 psi 0,03825 OK +1.20D+0.50L+0.50S+1.60W 2.868 psi 2.868 psi 2.869 psi 2.869 psi 2.869 psi 75 psi 0,03825 OK +1,20D+0.50L+0,20S+E 2,869 Dsi 2,869 psi 2.869 psi 2,869 psi 2.869 psi 75 psi 0.03825 OK +0.90D+1.60W+1.60H Ops! 0 psi 2.152 osl 2.152 psi 2.152 psi 75 psi 0,02869 OK -t4 90D+E+1 60H 2,152 osl 2.152 psi 2.152 psi 2,152 psi 2.152 psi 75 psi 0.02869 OK .._ _ Punctiingftear _ _ = , _ = _ All units k Load Combination... Vu Phi`Vn Vu / Phi*Vn Status +1.40D 9,18 psi 150Dsi 0,0612 OK +1.20D+0,50Lr+1.60L+1,60H 7.869 psi 150osi 0.05246 OK +1.20D+1.60L+0.50S+1.60H 7.869 psi 150osi 0,05246 OK +1.20D+1.60Lr+0.50L 7.869.osi 150osi 0.05246 OK +1.20D+1.60Lr+0.80W 7,874 psi 150 psi 0.0525 OK +1.20D+0,50L+1.60S 7.869 psi 150Dsi 0.05246 OK +1,20D+1.60S+0,80W 7.874 psi 150osi 0.0525 OK +1,20D+0.50Lr-+0.50L+1.60W 8,841 nsi 150 psi 0,05894 OK +1.20D+0,50L+0,50S+1.60W 8.841 Dsi 150osi 0.05894 OK +1.20D+0,50L+0.20S+E 7,869 psi 150osi 0,05246 OK +0.90D+1,60W+1,60H 5.902 Dsi 150Dsi 0.03934 OK +0.90D+E+1.60H 5,902 Dsi 150osi 0,03934 OK (e -7 RECOMMENDED MAINTENANCE PLAN "Under the Sun and Dreaming" � eanoa feeding == Maintenance: bfi[0 ^ Using stainless steel provides onextremely durable and low . maintenance finish withstrong stain resistance.When the shine or �31 finish start toloose the sparkle | recommend using oleppstainless �HIM � steel cleaner found atmost like Home Depot. Just 8 spray this ontoall the sta|n|esnsteel dthen vvipeoffvvithasoft Vtowel. —� One " the many reasons w~~=the = v 11SPI coating on the sculpture and this is a great deterrent for water stains and people that think climbing on the art Is a good idea. ' , | i ^^ Tagging: If the Stainlesswith paint or some and then clean again with aStainless cleaner. ' ' ' ` 2110. /J- 0 541.399.3830 14S7 Barker Rd. Hood River Oregon 97031 Certificate of %uthenticity Wild) This letter certifies that this is an authentic original work of art designed and fabricated by artist CJ. Rench of CJRdesign. This piece was finished in the year 2014 Purchase value of the work $95,000.00 ii Replacement cost and insurance value of the same work of art is $114,000.0 Title of sculpture "Under the Sun and Dreaming 0. Rench it Mfl Artist MW % Al 1:1-W S41.399.3830 1457 Barker Rd. Hood River Oregon 97031 DSeptember Future Meeting Topics MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS DATE: September, NUMBER:ITEM 9 I Executive Session Per Idaho State Code 67-2345 (1) (d): (d) To Consider Records that are Exempt from Disclosure as Provided in Chapter 3, Title 9, Idaho Code MEETING NOTES Community Item/Presentations Presenter Contact Info./Notes CLERKS OFFICE FINAL ACTION DATE: E-MAILED TO STAFF SENT TO AGENCY SENT TO APPLICANT NOTES INITIALS