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HomeMy WebLinkAbout2021-04-06 ResolutionItem Number: 6.b. 4CITY OF IOWA CITY !kr4gi,'��� COUNCIL ACTION REPORT April 6, 2021 Resolution authorizing the procurement of The Terry Trueblood Recreation Area Ecological Enhancement & Restoration of Woodlands and Whispering Meadows Wetland Park Ecological Restoration. Prepared By: Tyler Baird Superintendent of Parks and Forestry Reviewed By: Geoff Fruin, City Manager Eleanor Dilkes, City Attorney Juli Seydell-Johnson, Parks and Recreation Director Fiscal Impact: $290,500.00 available through two State of Iowa REAP grants. Recommendations: Staff: Approval Commission: N/A Attachments: Resolution Executive Summary: The woodland restoration and ecological enhancement project will mitigate non-native invasive species and non-native tree growth in areas within Terry Trueblood Recreation Area while encouraging native tree populations. The project will re-establish native seeds where invasive species have been removed and incorporate native tree and shrub plantings. The wetland restoration and ecological enhancement will mitigate non-native invasive species and non-native tree growth in targeted areas within Whispering Meadows Wetland Park while encouraging native prairie and wetland restoration. The project will re-establish native seed where invasive species have been removed and incorporate native tree and shrub plantings. Background /Analysis: On January 13, 2021, a Request for Proposal was posted to the City's website. Proposals were due by 2:30 p.m., February 19, 2021. After a thorough review of the proposals the evaluation committee recommends RES Great Lakes LLC to receive the award for Request for Proposal: #21-209, Terry Trueblood Recreation Area Ecological Enhancement & Restoration of Woodlands and Whispering Meadows Wetland Park Ecological Restoration. The project will begin at the issuance of the Purchase Order and end on 6/1/22. Work on the larger grant must be completed by 12/31/21. Work on the smaller grant must be completed by 6/1/22. ATTACHMENTS: Description Resolution Prepared by: Tyler Baird, Superintendent of Parks and Forestry, 2275 S Gilbert St., Iowa City, IA 52240 (319) 356- 5100 X2069 Resolution No. 21-83 Resolution authorizing the procurement of The Terry Trueblood Recreation Area Ecological Enhancement & Restoration of Woodlands and Whispering Meadows Wetland Park Ecological Restoration. Whereas, a Request for Proposal was released to solicit the procurement of Terry Trueblood Recreation Area Ecological Enhancement & Restoration of Woodlands and Whispering Meadows Wetland Park Ecological Restoration; and Whereas, City of Iowa city has obtained two REAP grants to fund this purchase and funds for this purchase are available in capital projects under: R4377-2020-Noncapital and R4357-2021-NHoodPrk: and Whereas, six proposals were received for these services; and Whereas, the evaluation committee has selected RES Great Lakes LLC; and Whereas, the city's purchasing policy requires City Council to approve purchases for commodities and services over $150,000; and Whereas, the City expects to expend approximately $290,500.00 for the Terry Trueblood Recreation Area Ecological Enhancement & Restoration of Woodlands and Whispering Meadows Wetland Park Ecological Restoration project; and Whereas, approval of this purchase is in the public interest. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The proposed procurement as described is approved. 2. The City Manager is authorized to sign the agreement with the vendor and take whatever steps are necessary to effectuate future purchases including any amendments or renewals of said agreement. Passed and approved this 6th day of April ATTEST: 110 City Jerk City Attorney's Office - 04/01/2021 ,20 21 ved by / . / , Resolution No. 21-83 Page 2 It was move by Thomas and seconded by Mims the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner Item Number: 6.c. 46,, CITY OF IOWA CITY � COUNCIL ACTION REPORT April 6, 2021 Resolution approving the appointment of Sue Dulek as Interim City Attorney for the City of Iowa City. Prepared By: Geoff Fruin, City Manager Reviewed By: Kellie Fruehling, City Clerk Fiscal Impact: No Impact Recommendations: Staff: Approval Commission: N/A Attachments: Resolution Executive Summary: City Attorney Eleanor Dilkes announced her retirement effective April 16, 2021. It is anticipated there will be a gap between her retirement date and the effective date of a new hire for the City Attorney position. This resolution appoints First Assistant City Attorney, Sue Dulek, as Interim City Attorney effective April 17, 2021 until a permanent City Attorney is appointed by the City Council. Background /Analysis: ATTACHMENTS: Description Resolution Prepared by: Geoff Fruin, City Manager, 410 E. Washington St, Iowa City, IA 52240 (319) 356-5013 Resolution number 21-84 Resolution approving the appointment of Sue Dulek as Interim City Attorney for the City of Iowa City. Whereas, City Attorney Eleanor Dilkes has announced her intent to retire effective April 16, 2021; and Whereas, the City Council has determined that it would be in the best interest of the City of Iowa City to appoint Sue Dulek as Interim City Attorney for the City of Iowa City. Now, Therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: Sue Dulek be appointed Interim City Attorney for the City of Iowa City effective April 17, 2021, and that her salary be $142,854.40 annually until a permanent City Attorney is appointed. Passed and approved this 6th day of April , 20 21 . Attest: `ff„„, Mayor 4 ved by ttorney's Office — 04/01/2021 It was moved by Thomas and seconded by aims the Resolution be adopted, and upon roll call there were: Ayes: x x x X x x x Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner �. C Item Number: 6.d. 46,, CITY OF IOWA CITY � COUNCIL ACTION REPORT April 6, 2021 Resolution authorizing the procurement of four (4) 40 Foot Battery Electric Buses and three (3) 180 kW Dual Charging Stations for the City of Iowa City Transportation Services Division. Prepared By: Darian Nagle-Gamm; Director of Transportation Services Reviewed By: Eric Goers; Assistant City Attorney Geoff Fruin; City Manager Fiscal Impact: The funds for this purchase are available in the 71810280 Transit Bus Replacement Reserves Fund. Recommendations: Staff: Approval Commission: N/A Attachments: Resolution Agreement Executive Summary: One of the targets set forth in the City of Iowa City's Climate and Adaption Plan is to embrace Electric Vehicles, Alternative Fuel Vehicles, and Other Emerging Technologies. Action 2.7 of the Plan seeks to reduce the City's Vehicle Emissions Footprint by investing in electric vehicles (EVs) and clean and renewable fuels. The City has purchased EVs for its fleet and is seeking to expand that venture to include city buses which are currently powered with diesel fuel. Background /Analysis: In response to the Climate Action Plan and the Iowa City Transit's on-going mission to modernize the transit fleet and maintain a state of good repair, the Transportation Services Department began researching available options for Battery Electric Buses and determined that Proterra Incorporated's buses were an ideal fit for the community in terms of specifications, battery and range performance, and customer satisfaction. In 2020, the Transportation Department partnered with Proterra on an application for the Federal Transit Administration's Low or No Emission Grant Program. The program provides funding to state and local governments for the purchase of zero -emission and low -emission transit buses and associated charging equipment. Applicants to the Low -No Program can submit applications that include partnerships with other entities that intend to participate in the implementation of the project. Those awarded Low -No Program grants via the competitive selection process satisfy the requirement for a competitive procurement under 49 U.S.C. 5325(a). In 2020, the City of Iowa City was awarded $3,017,280 in Low -No Program grant funding to procure four (4) Proterra ZX5 40 foot Battery Electric Buses and three (3) dual 180 kW chargers and associated infrastructure improvements required to charge the vehicles. The electric bus chargers and associated equipment can be moved to another location should a new transit facility be constructed. The four (4) buses will cost $4,358,156 which will include 12 -Year Extended Battery Warranties. The three (3) dual plug-in Charging Stations will cost $284,000, for a total project cost of $4,642,156. The City has received $3,017,280 in Low or No Emission Grant funding from the Federal Transit Administration and $398,820 in Iowa DOT Grant Funding to use towards this purchase, with $1,226,056 as the remaining local share. ATTACHMENTS: Description Resolution Agreement Prepared by: Darian Nagle-Gamm, Transportation Services Director, 1200 S Riverside Dr, Iowa City, IA 52240 (319) 356-5156 Resolution No. 21-85 Resolution authorizing the procurement of four (4) 40 Foot Battery Electric Buses and three (3) 180 kW Dual Charging Stations for the City of Iowa City Transportation Services Division. Whereas, the City of Iowa City Transportation Services Department researched available options for Battery Electric Buses in the United States and determined that the Proterra ZX5 vehicle best fit the needs of the community in terms of specifications, battery and range performance, and customer satisfaction; and Whereas, as permitted by the federal Consolidated Appropriations Act, 2021 Iowa City Transit partnered with Proterra Inc. for a Federal Transit Administration Low or No Emission Grant program and was awarded $3,017,280 in 2020 towards the purchase of buses and associated infrastructure or charging costs; and Whereas, if an application that involves such a partnership is selected for funding, the competitive selection process will be deemed to satisfy the requirement for a competitive procurement under 49 U.S.C. 5325(a) for the named entities; and Whereas, the City of Iowa City developed an agreement with Proterra Inc. to procure four (4) Electric Buses to replace four aging diesel buses at the end of their useful life; and Whereas, the procurement of Battery Electric Buses will advance the goals of the Climate and Adaption Plan and will help support efforts to modernize the transit fleet and maintain a State of Good Repair; and Whereas, the Climate and Adaption Plan and the Accelerated Climate Action Plan calls for a transition of the City's fleet vehicles to more sustainable technologies such as electric; and Whereas, The City's purchasing policy requires City Council to approve purchases for commodities and services over $150,000; and Whereas, the City expects to expend approximately $4,642,156 for Purchase of four (4) Battery Electric Buses with 12 -Year Extended Battery Warranties and three (3) 180 kW dual charging stations; and Whereas, funds for this purchase are available in Transit Bus Replacement Reserves Fund 7151 Activity 71810280; and Whereas, the agreement contains a City option to purchase up to ten (10) additional buses, and/or ten (10) additional charging stations at the same agreement price, adjusted for inflation; and Whereas, approval of this purchase is in the public interest. Now, Therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The proposed procurement as described is approved. Resolution No. 21-85 Page 2 2. The City Manager is authorized to sign the agreement with the vendor and take whatever steps are necessary to effectuate future purchases through exercise of the options contained in the agreement. Passed and approved this 6th day of April , 20 21 Attest: J. Ci 'A torney's Office (Eric Goers - 04/01/2021) It was move by Thomas and seconded by Mims the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Bergus X Mims X Salih X Taylor X Teague X Thomas X Weiner DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 Contract Number: PA -2021 -001 -ICT Contract Between City of Iowa City Transportation Services Department AND PROTERRA INC Purchase and Sale of a quantity of four (4) 40 Foot Battery Electric Buses and three (3) Associated Charging Station Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 This Contract Agreement (hereinafter referred to as "Contract" or "Agreement") is made and entered into effective as of the date executed in full ("Effective Date") by The City of Iowa City Transportation Services Department, located at 1200 South Riverside Drive Iowa City IA 52240 and Proterra Inc, a Delaware corporation, with its principal place of business 1815 Rollins Road, Burlingame, CA 94010 ("Contractor") for the manufacture and delivery of four (4) Forty -Foot Proterra Catalyst Battery Electric Buses (hereinafter "Buses"), and three (3) Depot Charging Station(s) (hereinafter "Depot Charging Station"). The City of Iowa City Transportation Services Department (hereinafter "the City") and the Contractor are sometimes individually referred to as "Party" and collectively as "Parties." Section. 1 Contract Documents A. The Contract consists of the following which are incorporated herein by reference as appropriate: 1. General Contractual Provisions contained herein. 2. "Proterra ZX5 40 -foot bus Platform Specifications", set forth as Attachment 1 hereto. 3. "Power Electronics NB Dispenser / NBI Dispenser Hardware and Installation Manual", set forth as Attachment 2 hereto. 4. "Proterra Technical Assistance Project", set forth as Attachment 3 hereto. 5. "Bus and Charger Options Configurator", set forth as Attachment 4 hereto. 6. "Proterra Transit Bus Complete Vehicle Limited Warranty", set forth as Attachment 5 hereto. B. In case of any conflict among these documents where the Parties' intended resolution is not clear, the order of precedence shall be in the same order set forth in paragraph A above. Section. 2 Term of Contract The city and the Contractor agree that the Term of this Contract shall be for five (5) years commencing on the later of the Effective Date or the date of the Notice to Proceed (as defined below) unless otherwise extended by written amendment mutually agreed by the City and Contractor. Notwithstanding the foregoing, or anything to the contrary contained herein, in no event shall the Effective Date be deemed to have occurred, and none of the obligations of the City or Contractor under this Contract shall be deemed to have accrued, until the City has issued to Contractor a written notice to proceed under this Contract ("Notice to Proceed"). In the event no such notice is delivered on or before July 1, 2021, this Contract shall be deemed null and void and of no further force and effect. Section. 3 Payment A. The City shall pay, and the Contractor shall accept: 1. Nine Hundred Seventy-seven Thousand Five Hundred and Thirty-nine Dollars ($977,539) per Bus ("Bus Unit Price"), for a total of Three Million Nine Hundred and Ten Thousand One Hundred and Fifty -Six Dollars ($3,910,156) for all four (4) Buses initially purchased under this Agreement; 2. One Hundred Twelve Thousand ($112,000) per 12 -Year Extended battery Warranty for a total of Four Hundred Forty -Eight Thousand ($448,000) for the (4) 12 -Year Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Extended Battery Warranties initially purchased under this Agreement; 3. Two Hundred and Eighty -Four Thousand Dollars ($284,000) ("Plug -In Charging Unit Price") for the three (3) 180kW Charging Stations with four (4) Dispensers & Charger Commissioning initially purchased under this Agreement; 4. Five Thousand Dollars ($5,000) for the Proterra Diagnostic Software License initially purchased under this Agreement; for a total contract price of Four Million Six Hundred Forty -Two Thousand One Hundred and Fifty - Six Dollars ($4,642,156) but specifically excluding sales tax ("Contract Price"). It is understood and agreed by The City and the Contractor that The City will be responsible for the remittance of sales tax, if any, directly to the State of Iowa or any other state. B. The Parties agree that the Contractor will submit an invoice to The City for payment of Contract Price, and The City will make payments of Contract Price to the Contractor and that The City shall make all payments to Contractor no later than thirty (30) calendar days of receipt of an invoice from Contractor, per the following schedule: 1. Bus Payments: The City shall make progress payments for each of the four (4) buses in accordance with the below provisions: a. 50% payment of the Bus Unit Price when Bus is delivered at The City's facility in accordance with the provisions of this Contract. b. 50% payment of the Bus Unit Price when Bus is accepted by The City at The City's facility in accordance with the provisions of this Contract. 2. Depot Charging Station Payments: The City shall make progress payments for the three (3) Depot Charging Stations in accordance with the below provisions: a. 85% payment of the Depot Charging Station Unit Price when the Depot Charging Station is delivered. b. 15% payment of the Depot Charging Station Unit Price when the Depot Charging Station is commissioned and accepted by The City in accordance with the provisions of this Contract; 3. 12 -Year Extended Warranty Payments: The City shall make progress payments for the four (4) 12 -year extended warranties in accordance with the below provisions: a. 50% payment of the 12 -year extended warranty payment when Bus is delivered at The City's facility in accordance with the provisions of this Contract. b. 50% payment of the 12 -year extended warranty payment when Bus is accepted by The City at The City's facility in accordance with the provisions of this Contract. 4. Diagnostic Software License Payment: The City shall make progress payments for one (1) Diagnostic Software License in accordance with the below provisions: a. 100% payment of the Diagnostic Software License upon installation of the Diagnostic Software on the device furnished by The City. C. Battery Replacement Payment and Payment for Proterra Extended Bus Warranty. The Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 City agrees that it will make payment for the Battery Replacement Program, the Proterra Extended Bus Warranty and/or any Replacement Plans or Extended Warranties (each as set forth in the applicable attachments hereto) with respect to each applicable Bus upon receiving an invoice from Contractor after the City requests any such program or warranty. D. Proterra Charger Installation Payment and Payment for Proterra Extended Charger Warranty Coverage. The City agrees that it will make payment for the Proterra Charger Installation and the Proterra Extended Charger Warranty with respect to a particular Charging Station upon receiving an invoice from Contractor after The City requests any such installation or warranty. E. All payments due under this Contract shall be made by ACH transfer. Proterra will be provided ACH forms by the City of Iowa City Purchasing Department. ACH transfer forms must be completed and returned to The City of Iowa City Purchasing Department prior to commencement of this agreement. The first payment will be issued by check to. Proterra Inc. and mailed to: Proterra Lockbox 741340 Bank of America Lockbox Services Los Angeles, CA 90065 All subsequent payments shall be made by ACH transfer. Wiring instructions: Bank of America Merrill Lynch ABA Number: 1210-0035-8 Beneficiary Account Number: 1416800802 Beneficiary Address: 1815 Rollins Road, Burlingame, CA 94010 F. The City shall be charged and shall make payments for spare parts and/or equipment at the unit prices itemized in the price schedule to be delivered by Contractor within thirty (30) calendar days after the delivery and acceptance of said spare parts and/or equipment and receipt of a proper invoice. The City shall also be responsible for and pay any sales tax associated with the purchase of any such spare parts and/or equipment. G. The Contractor may charge interest for late payment if payment is delayed after the payment due dates set forth in this Section 3. Interest will be charged at an annual rate not to exceed the prime rate of interest published by The Wall Street Journal plus 3% commencing with the date such payment was due. Interest shall only be due for the pro rata period of time during which the payment is late. H. Unless otherwise provided in this Contract, the Contractor shall pay all federal, state and local taxes, and duties applicable to and assessable against any work, goods, services, processes and operations incidental to or involved in the Contract, excluding sales taxes associated with the sale of the items set forth herein to The City (i.e., for the avoidance of doubt, The City shall pay any and all sales taxes associated with or resulting from purchases pursuant to this Contract). Section. 4 Options Contractor hereby grants The City an option to purchase up to ten (10) additional Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Buses and ten (10) additional Charging Stations (collectively the "Options"). The Options shall be valid for a period of five (5) years from the Effective Date of the Contract; provided that Contractor may change or update the vintage or configurations of the Buses, Charging Stations or other products and Contractor shall not be required to produce older vintage Buses, Charging Stations or other products. There shall be no minimum order quantity for any permissible assignee. The City may exercise the Options by written notice to the Contractor ("Notice of Exercise of Option") at any time on or before the end of the fifth (5th) year following the effective date of the Contract ("Option Date"). The City represents and warrants that it has conducted reasonable and appropriate analysis and due diligence to determine and confirm that the number of Options is reasonable and appropriate for The City's needs and projected needs. The price of the Options shall be the unit price of the base order Buses and Charging Stations ("Base Order Price") adjusted by multiplying the base order price by the following fraction: Latest Published Preliminary Index Number Prior to Notice of Exercise of Option / Index Number on Effective Date of the Contract The Index shall be the Producer Price Index for Truck and Bus Bodies, Series No. 1413, published by the United States Department of Labor, Bureau of Labor Statistics, or if such Index is no longer in use, then such replacement that is most comparable to the Index as may be designated by the Bureau of Labor Statistics, or as agreed by the parties. Given the changing nature of battery electric technology, The City and Proterra agree to potentially discuss a new price when options are exercised, but those prices shall be no more than the Option prices listed above. Pricing does not include shipping costs, which will be mutually determined at the time of exercising any Option. Within thirty (30) days after delivery of the Notice of Exercise of Option to the Contractor, the Contractor shall submit a proposed delivery schedule. The Contractor recognizes that The City has the sole right to exercise the Options set forth herein, and that The City has no obligation to exercise any Option. The City specifically reserves the right to assign part or all of the Options to any other public transportation agency or government entity under inter -governmental contracting procedures and otherwise in accordance with FTA Circular 4220.1F or its successors, subject to Contractor's approval, which shall not be unreasonably withheld. The assignment of the Options shall be accomplished in accordance with the terms of this Contract and applicable law. Assignments shall be in writing, signed between The City and the assignee, and acknowledged by the Contractor. No exercise by The City of the Options set forth herein shall be allowed if exercising the Options violate federal rules, regulations, or statutes, or if the exercise would violate any restrictions placed on grant funding supporting the purchase. It is the duty of The City to ensure that any exercise of the Options is compliant with this provision. Section. 5 Additional Equipment, Services and Deliverables The Parties recognize that additional services and equipment are necessary for The City to fully implement the Buses and Charging Stations supplied by the Contractor under the terms of this Agreement, which are set forth below as either being included in, or excluded from, the Contract Price. Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Included in the Contract Price: 1. Driver, Maintenance and Repair and Parts Manuals, in quantities/formatting provided pursuant to Section 14 herein 2. Civil Design, Installation of Charging Stations as set forth on Attachment 3 Additional Charge/Not Included in the Contract Price: 1. Diagnostic laptop, software and tools (if not selected on the Option Tracker) Contractor to provide list and charges of tools) 2. Spare Parts (Contractor to provide list) (if not selected on the Option Tracker) 3. Training beyond that agreed in Section 14 of this Contract (if NOT selected on the Option Tracker) 4. Printed documentation beyond that agreed in/supplied pursuant to Section 14 in this Contract (if not Selected on the Option Tracker) 5. Management of Charging Stations except as set forth on Attachment 3 6. Additional Driver, Maintenance and Repair and Parts Manuals not provided pursuant to Section 14 herein If The City has not purchased spare parts through Proterra, Contractor has attached to this Contract a Recommended Spare Paris Package to be purchased and maintained at the City's chosen location, which shall have ample storage room to stock the spare parts, for Bus and Charging Station repair and maintenance. Section. 6 Pre -production Meeting A. A formal pre -production meeting shall be held to review the technical specifications and related Contract provisions and to discuss actual and potential open items. B. The Contractor and The City agree that the pre -production meeting will be held at either The City's chosen location or Contractor's facility in City of Industry, California, as mutually determined between the City and Contractor. Due to the effects of COVID, this meeting may be conducted virtually upon consent from both Parties. Contractor shall provide a formal production schedule at this meeting which, upon mutual acceptance by the Parties, shall be automatically incorporated by reference into this Agreement. The Parties shall make commercially reasonable efforts to resolve all the issues/questions raised at this pre -production meeting within six (6) weeks after the date of the meeting. During the pre -production meeting, the Parties shall address the schedule for development regarding the Charging Station Installation. Section. 7 Final Bus Design During bus design and production, Contractor shall request bus option and design input from The City. The City shall give input on bus option and design within a reasonable timeframe. Contractor and the City shall both agree on final bus option and design package. After agreeing on final bus option and design, Contractor's Engineering Department will design buses to required specifications. The City shall review design and, once satisfied, approve "Final Bus Design". Contractor commits to build buses to Final Bus Design and specifications. The City commits to accept buses built to Final Bus Design. If the City, after agreeing to Final Bus Design, makes material changes to Final Bus Design, the City acknowledges that Proterra, in its sole discretion, retains recourse to pursue any of the following actions, as described below, in the "Late Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Changes" Clause. The City and Contractor shall solely determine whether changes are "material." Additionally, The City agrees to inspect buses with the "Final Bus Design" as the standard for inspection. "Final Bus Design" is comprised of Proterra's Option Tracker & Customer Template (Attachment 4), and The City's Technical Specification (if any such specification exists; Attachment 1). Any changes to The City's Technical Specification, agreed to by both parties and incorporated into the "Final Bus Design," shall supersede the Technical Specification. Section. 8 Bus Delivery Schedule and Acceptance Procedures A. Delivery of Buses shall be determined by signed receipt of the City's designated agent(s), at point of delivery and may be preceded by a cursory inspection of the Bus. Delivery location for the Buses is 1200 South Riverside Drive Iowa City, Iowa 52246 [The delivery of the bus shall be FOB at Contractor's plant identified in Section 18.0 below.] B. Following delivery by The City to Contractor of a written Notice to Proceed under this Contract for Buses, Contractor agrees to deliver the Buses no later than six (6) months per Bus pursuant to the schedule agreed upon between Contractor and The City in the pre -production meeting. C. Hours of delivery are between 6:00 AM to 3:00 PM local time, Monday through Friday except holidays. D. Prior to The City's final acceptance of each Bus, each Bus shall undergo the City's reasonable tests. Each bus will be deemed accepted by the City only when the Contractor has complied in all material respects with the "Final Bus Design" set forth in Proterra's Option Tracker & Customer Template (Attachment 4), and the City's Technical Specification (attachment 1 of this Agreement, if any such specification exists). Acceptance will not be completed until the Contractor has made all reasonably requested repairs to the Bus in accordance with Section 12 of this Contract. The City agrees and acknowledges that it must make its determination on acceptance or non-acceptance no later than thirty (30) calendar days following receipt of each Bus under this Contract or the Bus shall be deemed accepted, and that in the event of any non- acceptance, The City shall provide Contractor a reasonably detailed description of the reasons for non-acceptance. The City shall not be able to reject or not accept a Bus after such thirty (30) calendar day period. Notwithstanding the foregoing, placement of any non -accepted Bus into service shall, notwithstanding anything to the contrary in this Agreement, be deemed acceptance of such Bus. E. The Contractor's pre -delivery tests and inspections of all Buses shall be performed at or near the Contractor's plant/facility, and they shall be witnessed by The City's inspector(s). Any such tests and inspections performed at or near Contractor's plant/facility shall be made using the same criteria as set forth above in Subsection (D), and if The City inspects and accepts a Bus at or near Contractor's plant/facility, and such Bus has not materially changed when it has been delivered and received by The City as compared to when such Bus was inspected and accepted at or near Contractor's plant/facility, then The City shall not and may not then reject such delivered and received Bus. No post -delivery test/inspection shall apply criteria that are different from the criteria applied in any pre -delivery test/inspection. Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Section. 9 Charging Station Delivery Schedule and Acceptance Procedures A. Delivery of the Charging Station shall be determined by signed receipt of The City 's designated agent(s), at point of delivery, unless directed to another location as directed by The City. Delivery locations will be provided by The City prior to production. Charging Station delivery shall be made FOB at 1200 South Riverside Drive Iowa City, Iowa 52245. B. As a technical assistance project, the Contractor agrees to deliver the Charging Station hardware no later than forty-five (45) days prior to delivery of the first Bus under this Contract. C. Hours of delivery are between 6:00 AM through 3:00 PM local time, Monday through Friday except holidays. D. Each Charging Station will be deemed accepted by The City only when the Contractor has commissioned the Charging Station and demonstrated that it works to charge the Proterra Catalyst Buses. Acceptance will not be completed until the Contractor has made all reasonably requested repairs to the Charging Station in accordance with Section 12 of this Contract. The City agrees and acknowledges that it must make its determination on acceptance or non- acceptance no later than twelve (12) calendar days following receipt of and installation of the Charging Station or the Charging Station shall be deemed accepted.in the event of any non- acceptance, the City shall provide Contractor a reasonably detailed description of the reasons for non-acceptance. If completion or functionality of the charger portion of the project is delayed, whereas Proterra has accepted responsibility for charger installation, but the City otherwise finds the Bus or Buses themselves acceptable in accordance with the terms and requirements herein, a holdback of 10% of the total contract price for the Bus or Buses may be applied until the chargers are installed and functional in all material respects in accordance with [ATTACHMENT 2]. The City shall promptly pay such 10% holdback once the chargers are installed and functional in all material respects in accordance with [ATTACHMENT 2]. Section. 10 End of Life Battery Replacement Battery replacement shall be subject to and in accordance with the policies of Contractor's Battery System Extended Warranty, assuming The City has purchased such extended warranty package. Except for any such warranties that contractor may expressly and specifically provide, all other express and implied warranties, including warranties of merchantability, fitness for a particular purpose, infringement, or any warranties based upon samples, models, or specifications, are expressly disclaimed. Section. 11 Title The Contractor shall provide reasonably adequate documents for registering the Bus in the State of Iowa to The City at the time of delivery. Risk of loss on any Bus or Charging Station remains with the Contractor until delivery to The City, at which point risk of loss passes to The City. Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Section. 12 Repairs of Buses and Charging Stations After Non-acceptance A. After non-acceptance of a Bus or Charging Station, the Contractor must take commercially reasonable efforts to complete work within fifteen (15) business days after receiving notification from The City of failure of acceptance tests. In the event a repair shall take longer than fifteen (15) business days, Contractor shall have such reasonable time as is necessary to complete the repair so long as Contractor commences to resolve the repair issue within such fifteen (15) business day period. The City shall make the Bus or Charging Station available to complete repairs timely with the Contractor's repair schedule. B. The Contractor shall provide all spare parts, tools, and space required to complete the repairs. The City agrees that for the first thirty (30) day period following non-acceptance, Contractor shall have the right to perform repairs at The City's facilities, provided that following such thirty (30) day period if the non -accepted item is not corrected then, at The City's option, the Contractor may be required to remove the non -accepted item from The City 's facilities while repairs are being effected. If the non -accepted item is removed from The City 's facilities, repair procedures must be pursued by the Contractor's representatives. Section. 13 Engineer/Service Representatives The Contractor shall provide a field service representative(s) available on request to assist The City's staff in the solution of engineering or design problems that may arise during the acceptance and warranty periods. Section. 14 Documents and Training A. The Contractor shall supply training documents to The City in Contractor's customary format and as reasonably determined by Contractor. The Contractor agrees to provide driver and maintenance training as set forth in the Options Tracker. In connection with such training, The City agrees to provide Contractor reasonable access to The City's data and information, and The City shall have access to its own custom web portal, which contains the latest versions of all applicable manuals, videos, guidelines and other training materials. Contractor recommends that The City obtain high voltage safety training for its employees and that The City develops its own high voltage safety rules and guidelines; however, any such training, rules and guidelines will not be provided by the Contractor. B. Successful acceptance and deployment of new technology requires a significant effort on the part of the City as well as Contractor. Accordingly, the City agrees to follow and adhere to the "launch schedule" as agreed to between Contractor and the City. C. Contractor shall own all data produced by the Buses/vehicle and the Charging Station/charging system. Contractor reserves the right to present data to third parties without the prior consent of the City. Contractor agrees to provide any data that may be reasonably required to satisfy the requirements of any grants or other sources of funding used to purchase the Buses by the City at an interval of no more frequently than once per month. Proterra hereby grants the City a royalty -free, perpetual, non-exclusive license to use the data related to the maintenance and support of the Buses and Charging Systems. D. The City agrees that it shall ensure that any drivers assigned to operate the Bus shall be Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 sufficiently trained. New drivers should receive enough training on the Bus and its docking and charging procedures including at least four hours of shadow service and five successful docks prior to being in revenue service. E. Labor Rates for any work chargeable to the City are based on the hourly wage rate of a Senior Field Service Technician, plus 62% fringes plus 125% overhead. The wage rate, and therefore the warranty labor rate, are subject to adjustment once each year. Section. 15 Tools and Equipment The Contractor shall provide the City with a comprehensive list of all of the tools, equipment, software, specialized diagnostic tools, and/or related equipment for the service, repair and overhaul of the complete Bus, all major sub -systems of the Bus, and the Charging Stations. Proprietary software and computer hardware necessary to repair, service and/or diagnose all systems of the Bus and the Charging Stations shall be made reasonably available to the City when required to repair the Bus, its systems, or the Charging Stations at no cost to the City per Section 5 above. Section. 16 Parts Availability Guarantee A. Contractor hereby agrees to make available the spare parts and equipment as set forth in the Option Tracker. B. Unless otherwise agreed, all units and components procured under this Contract, whether provided by suppliers or manufactured by the Contractor, shall be duplicates in design, manufacture, and installation to assure interchangeability among Buses in this procurement. This interchangeability shall extend to the individual components as well as to their locations in the Buses. C. Except for any such warranties that contractor may expressly and specifically provide, all other express and implied warranties, including warranties of merchantability, fitness for a particular purpose, infringement, or any warranties based upon samples, models, or specifications, are expressly disclaimed. Section. 17 Materials/Accessories Responsibilities The Contractor shall be responsible for all materials and workmanship in the construction of the Buses and Charging Stations and all accessories used, whether the same are manufactured by the Contractor or purchased from supplier and as subject to the Warranty provisions set forth in Attachment 2 to this Agreement. This provision excludes fare boxes, radios, and any equipment supplied by The City, except insofar as such equipment is damaged by the failure of a part or component for which the Contractor is responsible, or except insofar as the damage to such equipment is solely caused by the Contractor during the manufacture of the Buses and/or Charging Stations. Section. 18 Representatives and Notice A. The City's Representative. The City hereby designates the Transportation Services Director ("Director"), to act as its representative for the performance of this Agreement ("The City's Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Representative"). The City's Representative shall have the power to act on behalf of the City for all purposes under this Agreement. B. Contractor's Representative. Contractor hereby designates Tripp Burwell as its Project Manager, to act as its representative to oversee the performance of this Agreement ("Contractor's Representative"). Contractor's Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement. Contractor agrees that its representative will be on site, as needed, during the period of design, construction and installation of the Charging Station. Contractor further agrees that if its representative named above is not physically on site at any time, it will designate an individual employed by its construction contractor to act as its representative. Such designation will be provided in writing to The City's representative. C. Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective Parties at the following address, or at such other address as the respective parties may provide in writing for this purpose: Contractor: with a copy to: The City: With a copy to: Nishant Dixit Customer Program Manager Proterra Inc 383 Cheryl Lane, City of Industry, CA 91789 Phone (323) 360-1499 Legal Department Proterra Inc. 1815 Rollins Road Burlingame, CA 94010 legal@proterra.com Mark Rummel 410 E Washington ST Iowa City, IA 52240 Phone: (319) 356-5097 Email: mark-rummel@Iowa-city.org Theresa Vanatter Procurement Coordinator 410 E Washington St Iowa City IA, 52240 Phone: (319) 356-5075 Email: theresa-vanatter@iowa-city.org And with respect to invoices for payment, in addition to the above, also to: Mark Rummel 410 E Washington ST Iowa City, IA 52240 Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Phone: (319) 356-5097 Email: mark-rummel@Iowa-city.org Any notices required by this Agreement shall be deemed received on (a) the day of delivery if delivered by hand (including overnight courier service) during receiving Party's regular business hours or by facsimile before or during receiving Party's regular business hours; or (b) on the third business day following deposit in the United States mail, postage prepaid, to the addresses set forth below, or to such other addresses as the Parties may, from time to time, designate in writing pursuant to the provisions of this Section. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service. Section. 19 Accounting Records and Audit Adjustments The Contractor shall maintain accurate records with respect to all costs and expenses incurred under this Agreement. The Contractor agrees that the United States Department of Transportation and the City, or any of their duly authorized representatives, shall, for the purpose of audit and examination, and to the extent required by law, be permitted to inspect all work, materials, payrolls, and other data and records, and to audit, during normal business hours with reasonable advanced notice, the books, records, and accounts relating to the performance of the Contract; provided that Contractor shall have the right to maintain and protect the confidentiality of any information so provided. Further, Contractor agrees to maintain all required records for at least three (3) years after the City has made final payment and all other pending matters are closed. Section. 20 Change Orders and Specification Revisions Unless there are changes mandated by applicable law, the Parties recognize that no changes to the Bus and/or Charging Station to be delivered by the Contractor to the City can be made without a written Change Order executed by the City's Representative and accepted by Contractor's Representative. Section. 21 Late Changes This Agreement represents and contains specific configurations and specifications agreed upon between Proterra and the City. Notwithstanding anything to the contrary contained herein, for any and all proposed changes, no matter how material or immaterial, requested by the City after the date hereof that are outside of or different from the configurations and/or specifications agreed upon between the parties hereto as of the date hereof, Proterra reserves and shall have the right to, in its sole and absolute discretion, pursue any of the following: A) Propose price increases for the changed configurations and/or specifications, which price increases are subject to The City's prior approval, which approval shall not be unreasonably withheld or delayed; B) Propose, subject to The City's prior approval (which approval shall not be unreasonably withheld or delayed), an alternative build slot and/or delays in delivery/shipment to account for delays resulting from the requested changed configurations and/or specifications; C) Reject some or all the requested changes to, among other things, preserve a build slot(s) and delivery timeframe; and/or Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 D) Any other solution proposed by Proterra, subject to The City's prior approval, which approval shall not be unreasonably withheld or delayed. Notwithstanding anything to the contrary contained herein, the City acknowledges and agrees that any of the above rights, if/when exercised by Proterra (including any delivery/shipment delays and/or alternative build slots and including any outright rejection of any requested changes) shall not (1) be a breach of this Agreement, (2) affect or toll any warranties provided by Proterra, (3) result in or cause any penalties, damages (including liquidated damages), claims or liabilities to Proterra, (4) give The City any termination right, (5) affect or change payment terms and/or (6) give the City the right to reject any shipment or fail any inspection. In addition, notwithstanding anything to the contrary contained herein, Proterra may, in its sole and absolute discretion, utilize subcontractors to implement any requested changes that Proterra may agree to. Section. 22 Disputes A. General. Any dispute between the Contractor and the City relating to the implementation or administration of the Contract shall be resolved in accordance with this Section. B. Resolution. The Parties shall first attempt to resolve the dispute informally in meetings or communications among the Contractor's Representative and the City's Representative. If the dispute remains unresolved fifteen (15) calendar days after it first arises, the Contractor may request that the City's representative issue a recommended decision on the matter in dispute. The City's Representative shall issue the recommended decision in writing and provide a copy to the Contractor. If Contractor does not, in its sole discretion, accept the City's recommended decision and the dispute remains unresolved, either Party may seek resolution through non- binding mediation, and failing agreement after mediation judicial resolution of the dispute in an appropriate Court of the State of Iowa. Section. 23 Minor Changes Reserved. Section. 24 Termination A. Termination for Convenience a. Action by the City The performance of work under the Contract may be terminated by the City in accordance with this Section in whole, or from time to time in part, with at least sixty (60) days prior written notice to Contractor. Any such termination shall be effected by delivery to the Contractor of a notice of termination specifying the extent to which performance of the professional services under the Contract is terminated and the date upon which such termination becomes effective; provided that such termination effective date shall be no earlier than sixty (60) days after receipt of such termination notice by Contractor. b. Responsibility of Contractor Upon receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall, to the extent possible, (1) stop work under Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 the Contract on the date and to the extent specified in the notice of termination; (2) place no further orders or subcontracts for materials, services, or facilities, except as may be necessary for completion of such portion of the work under the Contract as is not terminated; (3) to the extent possible, terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; (4) transfer title to The City and deliver in the manner, at the times, and to the extent, if any, directed by the City, non-proprietary supplies, equipment, and other material produced as a part of, or acquired in connection with the performance of, the work terminated, and any information and other property which, if the Contract had been completed, would have been required to be furnished to the City provided that the City reimburses Contractor for all related costs and expenses; and (5) complete any such part of the work as shall not have been terminated by the notice of termination. Payments by the City to the Contractor shall be made by the effective date of termination, including with respect to the portion of any completed work and related costs and expenses so terminated. Except as otherwise provided, settlement of claims by the Contractor under this termination Section shall be in accordance with the provisions set forth in 48 C.F.R. Part 49, as amended from time to time. B. Termination by Mutual Agreement. The Contract may be terminated by mutual agreement of the Parties. Such termination shall be effective in accordance with a written agreement by the Parties. Any other act of termination shall be in accordance with the termination by convenience or default provisions contained in Sections 24.A. and C., respectively. C. Termination for Default a. Action by the City Subject to the provisions of subparagraph c. below, the City may terminate the whole or any part of the Contract in any one of the following circumstances: (1) If the Contractor fails to provide any material services required under this Contract; or (2) If the Contractor fails to perform any of the material provisions of the Contract in accordance in all material respects with its terms. a. Contractor Liability In the event that the City terminates the Contract in whole or in part as provided in this Subsection (C), the City may procure, upon such terms and in such manner as the City may deem appropriate and at The City's cost and expense, supplies or services similar to those so terminated. The Contractor shall continue the performance of the Contract to the extent not terminated under the provisions of this Section. Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 b. Cure by Contractor If the City determines that an event of default under this Section 24 has occurred, it shall immediately notify the Contractor in writing and provide the Contractor with thirty (30) days in which to cure such default; provided that if it would reasonably take longer to cure such default, Contractor shall commence the cure during such thirty (30) day period and take commercially reasonable efforts to cure as soon as reasonably practicable thereafter. If the Contractor fails to cure within such time frame, the City may declare that Contractor to be in default and terminate the Contract in whole or in part. d. Claims Except as otherwise provided, settlement of claims by the Contractor under this Section shall be in accordance to the provisions set forth in 48 C.F.R. Part 49, as amended from time to time. e. Default by the City Except to the extent solely caused by a default of Contractor, in the event that the City breaches this Contract, and such breach, if and only if curable, is not cured within thirty (30) days following written notice from Contractor (or such longer period as is reasonably necessary to cure if such cure may not reasonably be effected in such thirty (30) day period, provided the City diligently prosecutes such cure to completion at all times), Contractor shall have the right to terminate this Contract by written notice delivered by Contractor to the City at which time the City shall reimburse Contractor for all reasonable costs and expenses incurred by Contractor in connection with this Contract, including, at Contractor's option, payment of the difference between the purchase price under this Contract and the actual price paid to Contractor to sell the Buses and Charging Station(s) to another customer. For the avoidance of doubt, failure to make any payment by the City is a breach that would require cure within thirty (30) days. Section. 25 Responsibilities of Contractor and the City A. Compliance with Law. The Contractor and the City shall give all notices and comply with all Federal, state, and local laws, ordinances, rules, regulations, and orders of any public authority bearing on the performance of the Contract, including, but not limited to, the laws referred to in these provisions of the Contract. If the Contract documents are at variance therewith in any respect, any necessary changes shall be incorporated by appropriate modification. Upon reasonable request by the other Party, the requested Party shall furnish the other Party with certificates of compliance with all such laws, orders, and regulations. B. Independent Contractor. All services shall be performed by Contractor or by a third party under Contractor's supervision. The City retains Contractor on an independent contractor basis and not as an employee. Contractor retains the right to perform similar or different services for, Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 and sell similar products to, others during the term of this Agreement. Any additional personnel performing the Services under this Agreement on behalf of Contractor shall also not be employees of the City and shall be under Contractor's direction. Section. 26 Force Majeure The Contractor shall not be liable for any failure to perform if acceptable evidence has been submitted to the City that failure to perform the Contract was due to causes beyond the control of the Contractor. Examples of such causes include acts of God, civil disturbances, unanticipated work stoppages, strikes, lockouts, labor disputes, national emergencies, acts of government, acts of public enemy, storms, casualties, fires, riots, hurricanes, tornadoes, wars, floods or other cause of similar or dissimilar nature beyond Contractor's control. Section. 27 Conflict of Interest No officer, member or employee of the City and no members of its governing body, and no other public official of the governing body of the locality in which the project is situated and being carried out who exercise any functions or responsibility in the review and approval of the undertaking or carrying out of this project, shall participate in any decision relating to this Agreement which affects his or her personal interest or have any personal or pecuniary interest, direct or indirect, in this Agreement or the proceeds thereof. Section. 28 Indemnification, Insurance & Liability A. Indemnification The Contractor shall indemnify and save harmless the City, its officials and employees, from all losses, damages, costs, expenses, liability, claims, actions, and judgments of any kind brought or asserted against, or incurred by, the City, to the extent that the same arise out of or are caused by any willful act or omission of the Contractor, or by the employees, officers or directors of the Contractor, but not to the extent arising out of or are caused by any act or omission of The City or its employees, officers, directors, agents or representatives. The City agrees that it shall be responsible for the negligent, willful and wrongful acts or omissions of its employees, officers, directors, agents and representatives. In addition, the City agrees that it shall be responsible for any use of the goods either (a) in combination with apparatus, devices or other products/goods not supplied by Contractor, or (b) in a manner for which the goods were neither designated nor contemplated. The City shall indemnify and save harmless the Contractor, its officials and employees, from all losses, damages, costs, expenses, liability, claims, actions, and judgments of any kind brought or asserted against, or incurred by, the Contractor, to the extent that the same arise out of or are caused by (a) any failure of the City or its employees, officers or directors to comply with any material term of this Contract, (b) any negligence, gross negligence or intentional or willful conduct or fraud of the City or its employees, officers or directors, (c) any third party claim for personal injury, death, or tangible property damage or any other losses or damages sustained by any person or entity to the extent resulting from the gross negligence or intentional or willful conduct or fraud of the City or its employees, officers or directors, and (d) any act or omission of the City, or by the employees, officers or directors of the City, but not to the extent arising out of Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 or are caused by any act or omission of the Contractor or its employees, officers, directors, agents or representatives. B. Insurance. Prior to commencing work, the Contractor shall procure and maintain at Contractor's own cost and expense for the duration of the Agreement, the following insurance against claims for injuries to person(s) or damages to property which may arise from, or in connection with, the performance of the work or services hereunder by the Contractor or its employees. Contractor shall maintain limits no less than: (1) Commercial General/Umbrella Liability Insurance - $1,000,000 limit per occurrence for property damage and bodily injury. The service provider should indicate in its proposal whether the coverage is provided on a claims -made or on an occurrence basis. (2) Business Automobile/Umbrella Liability Insurance - $1,000,000 limit per accident for property damage and personal injury. (3) Workers' Compensation and Employers'/Umbrella Liability Insurance -- Workers' Compensation coverage with benefits and monetary limits as set forth in South Carolina law. This policy shall include Employers'/Umbrella Liability coverage for $1,000,000 per accident. (4) Other Insurance Provisions: a. Commercial General Liability and Automobile Liability Coverage The City shall be covered as additional insureds. b. Deductibles and Self -Insured Retentions Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, the insurer shall reduce or eliminate such deductibles or self- insured retentions with respect to the City. c. Acceptability of Insurers Insurance is to be placed with South Carolina admitted insurers rated B+X or better by A.M. Best's rating service. c. Verification of Coverage Upon written request from the City, Contractor shall furnish the City with certificates of insurance and with original endorsements affecting coverage required by this clause. C. Liability. In no event will Contractor be liable to the City for any indirect, incidental, consequential, or punitive damages, or for loss of profits or revenue, whether in an action in contract, tort, strict liability, or otherwise. Contractor's cumulative liability under this contract will not exceed the aggregate amount paid by the City pursuant to this contract. Section. 29 Interpretation, Jurisdiction, and Venue This Contract shall be subject to, governed by, and construed and interpreted solely according to Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 the laws of the State of Iowa. The Contractor and the City hereby consent and submit to the jurisdiction of the appropriate courts of Iowa or of the United States having jurisdiction in Iowa for adjudication of any suit or cause of action arising under or in connection with the Contract documents, or the performance of this Contract, and agree that any such suit or cause of action may be brought in any such court. Section. 30 No Federal Government Obligations Although this Contract is funded with Federal funds, absent the Federal Government's express written consent, the Federal Government shall not be subject to any obligations or liabilities to the Contractor, or any other person other than the City in connection with the performance of this Contract. Section. 31 Interests of Members of, or Delegates to, Congress In accordance with 18 U.S.C. Section 431, no member of, or delegate to, the Congress of the United States shall be admitted to any share or part of the Contract or to any benefit arising therefrom. Section. 32 False or Fraudulent Statements and Claims By executing this Contract, the Contractor acknowledges that if it makes a false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal Government reserves the right to impose penalties under the program Fraud Civil Remedies Act of 1986. Section. 33 Debarment/Suspension Status The Contractor shall provide the City with a certification addressing its debarment and suspension status, if any, and that of its principals. The Contractor shall promptly inform the City of any change in the suspension or debarment status of the Contractor or its principals during the term of the Contract. Section. 34 Americans with Disabilities Act The Contractor shall ensure that the Buses manufactured and delivered under the terms of this Contract meet, in all material respects, the applicable Accessibility Guidelines for Transportation Vehicles set out in 49 C.F.R. Part 38. Section. 35 Buy America The Contractor shall comply with the applicable Buy America requirements set forth in 49 U.S.C. 5323(j) and the applicable regulations in 49 C.F.R. Part 661, as amended. Section. 36 Cargo Preference The Contractor agrees: A. Whenever shipping any equipment, materials or commodities pursuant to this Contract, to utilize privately owned United States -flag commercial vessels to ship at least 50 percent of the Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, but only if and to the extent such vessels are available at fair and reasonable rates for United States -flag commercial vessels. B. To furnish within twenty (20) business days following the date of loading for shipments originating within the United States, or within forty (40) business days following the date of loading for shipment originating outside the United States, a legible copy of a rated, "on -board" commercial ocean bill -of -lading in English for each shipment of cargo described in paragraph A. above to the City (through the prime contractor in the case of subcontractor bills -of -lading) and to the Division of National Cargo, Office of Market Development, Maritime Administration, 400 Seventh Street, S.W., Washington, D.C. 20590, marked with appropriate identification of the project. Section. 37 Fly America The Contractor agrees that if this Contract may involve the international transportation of goods, equipment, or personnel by air, the Contractor will use U.S.-flag air carriers, only if and to the extent service by these carriers is available at fair and reasonable rates. (49 U.S.C. 40018 and 4 C.F.R. Part 52). Section. 38 Recycled Products The Contractor agrees to comply with all the requirements of Section 6002 of the Resource Conservation and Recovery Act (RCRA), as amended (42 U.S.C. 6962), including but not limited to the regulatory provisions of 40 C.F.R. Part 247, and Executive Order 12873, as they apply to the procurement of the items designated in Subpart B of 40 C.F.R. Part 247. Section. 39 Environmental Requirements The Contractor agrees to comply in all material respects with all Federal, State and local environmental and resource conservation requirements that apply to the construction activities under the terms of this Contract. The Contractor shall report any violation of standards, orders or regulations issued under the Clean Air Act (42 U.S.C. 7401 et seq.) or the Federal Water Pollution Control Act (33 U.S.C. 1251 et seq.) resulting from any activity of the Contractor in connection with the performance of the Contract to FTA and to the appropriate U.S. EPA Regional Office. The Contractor shall be responsible for the disposal of hazardous materials, in accordance with applicable Federal, state and local laws and regulations. Section. 40 Energy Efficiency The Contractor shall recognize the mandatory standards and policies relating to energy efficiency that are contained in the State Energy Conservation Plan issued in compliance with the Energy Policy and Conservation Act (42 U.S.C. 6321 et seq.). Section. 41 Nondiscrimination In accordance with Title VI of the Civil Rights Act, as amended, 42 U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42 U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. § 12132, and Federal transit law at 49 U.S.C. Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 § 5332, the Contractor agrees that it will not discriminate against any employee or applicant for employment because of race, color, creed, national origin, sex, age, or disability. Section. 42 Equal Employment Opportunity The following equal employment opportunity requirements apply to the Contract: A. Race, Color, Creed, National Origin, Sex. In accordance with Title VII of the Civil Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C. § 5332, the Contractor agrees to comply with all applicable equal employment opportunity requirements of U.S. Department of Labor (U.S. DOL) regulations, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor," 41 C.F.R. Parts 60 et seq., (which implement Executive Order No. 11246, "Equal Employment Opportunity," as amended by Executive Order No. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," 42 U.S.C. § 2000e note), and with any applicable Federal statutes, executive orders, regulations, and Federal policies that may in the future affect construction activities undertaken in the course of the Project. The Contractor agrees to take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, national origin, sex, or age. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. B. Age. In accordance with section 4 of the Age Discrimination in Employment Act of 1967, as amended, 29 U.S.C. §§ 623 and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees to refrain from discrimination against present and prospective employees for reason of age. C. Disabilities. In accordance with section 102 of the Americans with Disabilities Act, as amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the requirements of U.S. Equal Employment Opportunity Commission, "Regulations to Implement the Equal Employment Provisions of the Americans with Disabilities Act," 29 C.F.R. Part 1630, pertaining to employment of persons with disabilities. Section. 43 Disadvantaged Business Enterprise The Contractor agrees to comply with the Disadvantaged Business Enterprise requirements set forth in 49 C.F.R. 26.49. Section. 44 Pre -award and Post -delivery Audit Requirements The Contractor agrees to comply with 49 U.S.C. § 5323(1) and FTA's implementing regulation at 49 C.F.R. Part 663 and to submit the following certifications: A. The Contractor shall complete and submit a declaration certifying either compliance or noncompliance with Buy America. If the Contractor certifies compliance with Buy America, it shall submit documentation which lists: 1) component and subcomponent parts of the rolling stock to be purchased, identified by manufacturer of the parts, their country of origin and costs on a percentage basis; and 2) the location of the final assembly point for the rolling stock, including a description of the activities that will take place at the final assembly point and the cost of final assembly on a percentage basis. Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 B. The Contractor shall submit evidence that it will be capable of meeting the specifications. C. The Contractor shall submit: 1) manufacturer's FMVSS self -certification sticker information that the vehicle complies with relevant FMVSS; or 2) manufacturer's certified statement that the contracted Buses will not be subject to FMVSS regulations. Section. 45 Bus Testing The Contractor agrees to comply with 49 U.S.C. § 5323(c) and FTA's implementing regulation at 49 CFR Part 665 and shall perform the following if applicable: A. If the bus being procured under this Contract is a new bus model or a bus produced with a major change in components or configuration, the Contractor shall provide a copy of the final test report to the City prior to The City's final acceptance of the first bus. B. If the Contractor releases a report under paragraph A above, it shall provide notice to the operator of the testing facility that the report is available to the public. C. If the Contractor represents that the vehicle was previously tested, the vehicle being sold should have substantially the same configuration and major components as the vehicle in the test report, which must be provided to the City prior to the City's final acceptance of the first vehicle. If the configuration or components are not identical, the Contractor shall provide a description of the change and the Contractor's basis for concluding that it is not a major change requiring additional testing. D. If the Contractor represents that the vehicle is "grandfathered" (has been used in mass transit service in the United States before October 1, 1988, and is currently being produced without a major change in configuration or components), the Contractor shall provide the name and address of the recipient of such a vehicle and the details of that vehicle's configuration and major components. Section. 46 Federal Motor Vehicle Safety Standards The Contractor shall comply with the Federal Motor Vehicle Safety Standards (FMVSS) and Regulations (49 C.F.R. Part 571) issued by the National Highway Traffic Safety Administration, which require motor vehicle manufacturers to conform to and certify compliance with the FMVSS requirements. These Regulations establish crashworthiness and crash avoidance standards for various types of vehicles, including buses. Section. 47 Incorporation of Federal Transit Administration Terms and Conditions A. The Contractor recognizes that this Contract includes, in part, certain terms and conditions required by the Federal Transit Administration, whether or not expressly set forth in this Contract. All contractual provisions required by the Federal Transit Administration, as set forth in FTA Circular 4220.1 (current version as of the Effective Date of this Contract) are hereby incorporated by reference. If any of the provisions of this Contract are contrary to the Federal Transit Administration's mandated terms and conditions, such Federal Transit Administration's terms and conditions shall be deemed to control. Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 B. The Contractor shall not knowingly or willingly perform any act, fail to perform any act, or refuse to comply with any requests of the City which would cause the City to be in violation of the Federal Transit Administration terms and conditions. Section. 48 TAX AND CARBON CREDITS A. In the event that the Contractor is entitled to Federal or State tax credits, rebates or refunds conditioned on the sale of battery electric buses or charging stations to a public agency, the Contractor shall not be required to rebate such amounts to the City when the Contractor takes the credit and/or realizes the refund or rebate. B. In the event that the sale of a Bus or Charging Station may generate credits or other benefits associated with reductions in carbon emissions, exhaust or emissions banking or other credits, refunds, rebates or incentives of any kind as a result of environmental attributes associated with the deployment of battery electric buses or use of charging stations, such incentives, refunds, rebates or credits shall be owned and attributable solely by the Contractor. Section. 49 LACK OF FUNDS If any of the material amounts due under this Contract constitute federal funds (such as formula funds or grants managed by the U.S. Department of Transportation), the entering into of this Contract by the City is subject to its receipt of such material funds to carry out the provisions of this Contract. Section. 50 ASSIGNMENT OR TRANSFER Except for the rights of money due to Contractor pursuant to this Contract, Contractor shall not assign, hypothecate, or transfer this Agreement or any interest herein to any other party without the prior written consent of the City, which consent shall not be unreasonably withheld or delayed. Such consent of the City shall not be required in the event of any transfer or assignment in connection with any merger, acquisition (whether stock or asset) or other change of control involving Contractor. The City shall not assign, hypothecate, or transfer this Agreement or any interest herein to any other party without the prior written consent of Contractor, which consent shall not be unreasonably withheld or delayed. Any assignment, transfer or hypothecation other than in accordance with the terms of this Section 50 shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. Section. 51 INTELLECTUAL PROPERTY & CONFIDENTIAL INFORMATION A. Intellectual Property. The City and Contractor acknowledge that the City is a transit agency and not a manufacturer of buses or charging stations and therefore has no interest in ownership of any rights in, to, or arising out of: (i) any patents; (ii) inventions, discoveries (whether patentable or not in any country), invention disclosures, improvements, trade secrets, proprietary information, know-how, technology, technical data and other intellectual property; (iii) copyrights, copyright registrations, mask works, mask work registrations, and applications therefor in the United States, and anywhere in the world, and all other rights corresponding thereto throughout the world; and (iv) any other proprietary rights ((i) through (iv) hereof collectively, the "Intellectual Property") in or to the technology associated with the charging stations and vehicles/buses that Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 are the subject of this Agreement. As such, the City and Contractor agree that Contractor shall own any Intellectual Property developed in connection with the buses and charging stations purchased through this Agreement, including, without limitation, any performance and other Bus and Charging Station data developed and any alterations or modifications to the charging stations or buses purchased under this Agreement whether made or developed by the City or any other party (the "Developed Technology"). The City hereby assigns and agrees to assign to Contractor, all right, title and interest in the Developed Technology (including all intellectual property rights therein) and the Intellectual Property. The City shall, to the fullest extent, protect proprietary information, trade secrets and confidential commercial and financial information provided by the Contractor. The City will provide immediate notice in writing to the Contractor of the existence of any claim that the goods furnished hereunder violate or infringe upon another third party's rights, and the City shall reasonably cooperate with Contractor in connection with any such claim. The City also agrees that it shall not, and shall not allow any third party to, directly or indirectly reverse engineer the Bus or Charging Station or otherwise obtain, share or use any confidential information of Contractor, including, without limitation, any control or other software of Contractor provided with either the Bus or Charging Station. B. Confidential Information. During the performance under this Contract, it may be necessary for either party (the "Discloser") to make confidential information available to the other party (the "Recipient"). The Recipient agrees to use all such information solely for the performance under this Contract and to hold all such information in confidence and not to disclose the same to any third party without the prior written consent of the Discloser. Likewise, the Recipient agrees that information developed in connection with the performance of this Contract shall be used solely for the performance under this Contract and shall be held in confidence not disclosed to any third party without the prior written consent of the Discloser. The City shall employ sound business practices no less diligent than those used for the City's own confidential information to protect the confidence of all licensed technology, software, documentation, drawings, schematics, manuals, data and other information and material provided by the Contractor pursuant to this Contract. Contractor acknowledges the City's obligation to comply with all applicable open records laws; provided, however, that the City will provide at least ten (10) business days advance notice to Contractor prior to producing documents in response to an open records law request. C. Survival. This Section shall survive termination or expiration of this Contract. Section. 52 MARKETING Contractor and the City shall work together to promote the unique nature of the deployment of the Buses and Charging Stations under this Contract. However, the Parties shall mutually agree to the content of any press release related to the substance, performance or existence of this Contract and the purchase or use of Buses and Charging Stations hereunder. The City hereby gives Contractor, and Contractor gives the City the right to use images of the Buses and Charging Stations under this Contract in any manner desired by the Parties, subject to each party's prior written consent, not to be unreasonably withheld. Section. 53 COMPLIANCE WITH FEDERAL LOBBYING POLICY Customers, including the City, who apply or bid for an award of $100,000 or more shall file the certification required by 49 CFR Part 20, "New Restrictions on Lobbying." Each tier certifies to the tier above that it will not and has not used federal appropriated funds to pay any person or Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 organization for influencing or attempting to influence an officer or employee of any Agency, a member of Congress, an officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any federal Contract, grant or any other award covered by 31 USC 1352. Each tier shall also disclose the name of any registrant under the Lobbying Disclosure Act of 1995 who has made lobbying contacts on its behalf with non-federal funds with respect to that federal Contract, grant or award covered by 31 USC 1352. Such disclosures are forwarded from tier -to -tier up to the recipient. Section. 54 Clean Air and Clean Water The Contractor shall comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. §§ 7401 et seq. The Contractor shall comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. § 1251 et seq. The Contractor shall report each violation to the City and understands and agrees that the City will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. Section. 55 Federal Changes Contractor shall at all times comply with all applicable FTA regulations, policies, procedures, and directives. Section. 56 Privacy To the extent that Contractor administers any system of records on behalf of the Federal Government, Contractor agrees to comply with the information restrictions and other applicable requirements of the Privacy Act of 1974, as amended, 5 U.S.C. Sect. 552, (the Privacy Act). Contractor shall obtain the express consent of the Department and the Federal Government before the Contractor operates a system of records on behalf of the Federal Government. Section. 57 General Provisions A. Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Unless and except otherwise set forth herein, any term referencing time, days or period for performance shall be deemed calendar days and not business days. All references to the City include its elected officials, officers, agents, volunteers and independent contractors who serve as the City officers, officials, or staff except as otherwise specified in this Agreement. The captions of the various sections and paragraphs herein are for convenience and ease of reference only, and do not define, limit, augment or describe the scope, content or intent of this Agreement. B. Amendment; Modification. No supplement, modification, or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties. C. Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel or otherwise. The failure of the City or the Contractor to enforce one or more of Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 the terms or conditions of this Contract or to exercise any of its rights or privileges, or the waiver by one Party of any breach of such terms or conditions, shall not be construed as thereafter waiving any such terms, conditions, rights, or privileges, and the same shall continue and remain in force and effect as if no waiver had occurred. D. No Third -Party Beneficiaries. There are no intended third -party beneficiaries of any right or obligation assumed by the Parties. E. Cooperation: Further Acts. The Parties shall fully cooperate with one another and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement. F. Invalidity; Severability. If any portion of this Agreement is declared as invalid, illegal or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect. G. Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver and perform this Agreement. The City has all requisite power and authority to conduct its business and to execute, deliver and perform this Agreement. Each Party warrants that the individuals who have signed this Agreement have the legal power, right and authority to make this Agreement and bind each respective Party. H. Entire Agreement. This Agreement contains the entire agreement of the Parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may not be amended, nor any provision or breach hereof waived, except in a writing signed by the Parties which expressly refers to this Agreement. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be an original, but all of which taken together shall constitute one and the same agreement. Delivery of an executed counterpart of this Agreement by facsimile or other electronic means shall have the same force and effect as the delivery of an original executed counterpart of this Agreement. J. Rules of Construction. The singular shall include the plural and vice versa, and any gender shall include any other gender as the text shall indicate. All references to "including" shall mean "including, without limitation." K. Contract Work Hours and Safety Standards Act. For all contracts in excess of $100,000 that involve the employment of mechanics or laborers, Contractor shall comply with the Contract Work Hours and Safety Standards Act (40 U.S.C. §§ 3701-3708), as supplemented by the DOL regulations at 29 C.F.R. part 5. Under 40 U.S.C. § 3702 of the Act, Contractor shall compute the wages of every mechanic and laborer, including watchmen and guards, based on a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. § 3704 are applicable to construction work and provide that no laborer or mechanic be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchase of supplies or materials or articles ordinarily available on the open market, or to contracts for transportation or transmission of intelligence. Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 In the event of any violation of the clause set forth herein, Contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, Contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of this clause in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by this clause. The FTA shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by Contractor or subcontractor under any such contract or any other Federal contract with the same prime Contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime Contractor, such sums as may be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages as provided in this section. Contractor or subcontractor shall insert in any subcontracts the clauses set forth in this section and a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in this Contract. [Signatures continued next page] Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 In Witness Whereof, the Parties hereto have caused these presents to be duly executed with all the formalities required by law. Attest: DocuSigned by: tea. brawn, "-090FD1A6E6EE419... Name and Address: Eva Brown Contract Administrator Proterra Inc City of Industry Date: March 31, 2021 Attest: Name and Address: Proterra Inc By: DocuSigned by: i un, wash, �190E3CD36916412... Printed Name: John Walsh Title: Senior VP Sales Dated: March 31, 2021 THE CITY By: Printed Name: Title: Dated: Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 ATTACHMENT 1: Proterra ZX5 40 -Foot Bus Platform Specifications Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31C170D6-BBB1-4573-9833-1C843B384A22 PROTERRA Z 40 FOOT BUS PLATFORM SPECIFICATIONS PROTERRA Description ZX5 ZX5+ ZX5 MAX ZX5 VEHICLE WITH DUOPOWER'" DRIVETRAIN Total Energy kWh 225 450 675 kWh/mile 1.6-2.1 1.7-2.4 1.8-2.7 Operating Efficiency* MPGe 17.9-23.5 15.7-22.2 13.9-20.9 Operating Range* Mips; Usable energy/Operating efficiency 92-120 163-232 221-329 Top Speed (Proterra-governed) mph (per tire rating) 65 65 Acceleration 00tto 20 mph 5.7 5.7 5.8 (at SLW, seconds) 10 to 50 mph 15.4 12.8 13.6 5% 54 65 65 tradability (top speed at % grade, at SLW, mph) 10% 36 48 Ihio 33 15% 25.5 31.5 31 Max ade (at SLW) 30.5% 27.5% 25% k 338 550 550 Horse ower Continuous 170 338 338 Moto Dual independent 205 kW motors Gearbox Illi 2 -speed auto -shift EV gearbox • • Curb Weight lbs 26,649 29,849 33,149 Max Gross Vehicle Weight Rating lbs 43,650 43,650 43,650 ZX5 VEHICLE WITH PRODRIVE DRIVETRAIN 225 450 675 Total Energy kWh kWh/mile 1.7-2.2 1.8-2.5 1.9-2.8 Operating Efficiency* MPGe 17.1-22.2 15.1-20.9 13.5-19.8 Operating Range* Miles; Usable energy/Operating efficiency 91-117 154-216 205-297 Top Speed (Proterra-governed) mph (per tire rating) 65 65 65 Acceleration 0 to 20 mph 6 6.2 6.4 (at SLW, seconds) 20 to 50 mph 22.2 24.5 26.9 5% 45 41 30 Grad bility (top s eed at % grade, at SLW, mph) 10% 2 28 27 15% 22.5 20 18 Max de (at SLW) 24.5% 22% 20% eak 335 335 335 Horse wer Co ous 170 240 240 Motor Single 250kW permanent m t drive motor•• • Gearbox 2 -speed auto -shift EV gearbox• Curb Weight lbs 26,850 30,050 33,350 Max Gross Vehicle Weight Rating lbs 43,650 43,650 43,650 Max Plug-in Charge Rate at 200A kW 132 132 Max Overhead Charge Rate kW 165 330 330 Miles re ' hed per 10 min** 24 33 30 Overhead Charging Est. time Empty to Full*** 1.8 hrs 2.0 hrs 2.7 hrs Plug-in Charging Est. time Empty to Full*** 1.8 hrs 2.9 hrs 4.2 hrs `Operating range and efficiencies approximated from simulations based on Altoona testing results at SLW, and will vary with route conditions, weather, vehicle configuration and driver behavior. "" ProDrive powertrain efficiencies 1 *" Charge time will vary depending on charger type. Estimated charge time empty to full based on 0-97% DocuSign Envelope ID: 31C170D6-BBB1-4573-9B33-1C843B384A22 PROTERRA Z 40 FOOT BUS PLATFORM SPECIFICATIONS PROTERRA Description VEHICLE DIMENSIONS Length 510" Height 128" Width (without mirrors) 102" Width (with mirrors) 118.8" Wheelbase 296" Approach Angle 9.3° Breakover Angle 7.8° Departure Angle 9.3° Turning Radius 503" INTERIOR Seating Capacity 40 Door Width Front 43.2", Rear 49.1" Illi Lighting Lighting - LED interior lighting system Handles Stainless-steel stanchion system Stop Request ADA pull cord or touch tape stop request Doors Sensitive edg n both front and rear door Wipers Electric liNers and washers HVAC Overhead integrated system EXTERIOR Bus Body Carbon -fiber -reinforced composite material Tires Standard: Michelin 315/80R22.5 Exterior Lights LED BRAKES & SUSPENSION Braking System Regenerative braking; front & rear air disk brakes (- Traction 4 -wheel ABS with optional traction control Suspension Multi -Link Air Ride reit suspension ELECTRICAL SYSTEM Batt-ry System Integrated battery management system Low oltage Two, Group 31 700 CCA 12v batt ries Cha !e Ports J1772 CCS: One port standard at curb -side rear, 2nd port optional at street -side rear or curb -side front Ove ead Charging Optional Plug in Charging Univertandard J1772 -CCS Overhead Charging 'Dniversal standard J3105 ADA Two ADA locations, one on each side of the aisle directly behind the front wheel ADA securement system A poweeelchair ramp (4:1, 6:1 slope) Rear door modesty panels Aisle width between front wheel wells: 35.7" WARRANTY Vehicle Complete Bus - 1 year or 50,000 miles Extended warranties and service contracts available upon request Batteries 12 years / unlimited miles, materials and workmanship SPEC_40_002_2020_04 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 ATTACHMENT 2: Power Electronics NB Dispenser / NBI Dispenser Hardware and Installation Manual Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NB DISPENSER / NBI DISPENSER HARDWARE AND INSTALLATION MANUAL 1 ammir ELECTRICAL VEHICLES CHARGING SOLUTIONS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 NBD180 - V1 NB DISPENSER EV CHARGING SOLUTIONS Hardware and Installation Manual Power cabinet Edition: December 2020 NBDHW03AI Rev.A DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS ABOUT THIS MANUAL PURPOSE This manual contains important instructions for the installation, configuration and use of NB Dispenser power cabinet electric vehicle chargers focus on model NBD180 — V1. From now on, this manual refers to that with terms "power cabinet" or "equipment". Power Electronics reserves the right to modify product features. TARGET AUDIENCE This manual is intended for qualified customers who will install, configure and operate NB Dispenser electric vehicle charger. For a complete installation, please count with the Hardware and Installation Manual of the corresponding NB charging post. Only qualified technical personnel validated by Power Electronics may install and start up the chargers. POWER ELECTRONICS CONTACT INFORMATION Power Electronics USA Inc. Power Electronics Espana, S.L. 1510 N. Hobson Street, Gilbert, Polrgono Industrial Carrases Phoenix Ronda del Camp d'Aviacio n° 4 AZ 85233 46160, Lliria (Valencia) UNITED STATES OF AMERICA SPAIN US Sales: 602-354-4890 / (480) 519-5977 Telephone: (+34) 961 366 557 Website: www.power-electronics.com 2 ABOUT DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 REVISIONS CONTROL DATE REVISION DESCRIPTION 22 / 12 / 2020 A First Edition. The equipment and technical documentation are periodically updated. Power Electronics reserves the right to modify all or part of the contents of this manual without previous notice. To consult the most updated information on this product, you may access our website www.power-electronics.com where the latest version of this manual can be downloaded. The reproduction or distribution of the present manual is strictly forbidden unless express authorization from Power Electronics. REVISIONS 3 DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 NBD180 - V1 POWER ELECTRONICS TABLE OF CONTENTS ABOUT THIS MANUAL 2 ACRONYMS 6 SAFETY SYMBOLS 8 SAFETY INSTRUCTIONS 9 TORQUE AND SCREW SIZING 15 1. INTRODUCTION 16 Equipment overview 17 Regulatory framework 17 2. TECHNICAL CHARACTERISTICS 18 NB Dispenser UL 18 3. DIMENSIONS AND WEIGHT 19 NBD180 19 4. HANDLING AND TRANSPORTATION 20 Reception 20 Standard storage 20 Extended Storage 21 Unpacking 21 Handling and transportation 22 5. PREPARATION FOR INSTALLING THE EQUIPMENT 23 Site recommendations 23 Minimum safety distances 25 Anchoring of the equipment 26 Ventilation system 27 6. CABLE ACCESS AND CONNECTIONS 28 Input wiring 29 Output wiring 29 Access 29 Connections 30 7. PROTECTIONS 33 Insulation monitoring 33 Overvoltage protection 33 Overcurrent and short circuit protection 33 Overtemperature protection 33 DC MID meter 33 8. INTERFACE 34 Controls 34 LED indicators 34 4 TABLE OF CONTENTS DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 POWER ELECTRONICS NBD180 - V1 9. COMMUNICATIONS 35 Ethernet communication 35 Optical fiber communication 35 Wi-Fi communication 36 3G / 4G communication 36 10. LOTO PROCEDURE 37 Equipment statuses 38 LOTO actions 39 Check points for absence of voltage 41 11. COMMISSIONING 42 12. SAFE STOP 44 13. MAINTENANCE 45 Checklist 46 Power test (status 1) 47 Dead test (status 2) 48 TABLE OF CONTENTS 5 DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 NBD180 - V1 POWER ELECTRONICS ACRONYMS The terms commonly used in the documentation of Power Electronics' products are listed in the table below. Please notice this is a general series of terms and it encompasses all our product divisions (industrial, solar, storage, and electric mobility), thus, some of the following expressions may not apply to this particular manual. ACRONYM MEANING AASS Auxiliary Services AC Alternating Current Al Analogue Input AO Analogue Output BESS Battery Energy Storage System BMS Battery Manager Solution CCID CCL Charge circuit interrupting device Charge Current Limit. CCS Combined charging system — charging and communications protocol following the standard IEC 61851-23 Annex CC CHAdeMO Charging and communications protocol following the standard IEC 61851-23 Annex M DC Direct Current DCL Discharge Current Limit DI Digital Input DSP Digital Signal Processor DO Digital Output EV FPGA FRU Electric Vehicle Programmable device (Field -Programmable Gate Array) Field Replaceable Unit GPRS General Packet Radio Services, a data transmission system HVAC Heating, Ventilation, and Air Conditioning IGBT Insulated Gate Bipolar Transistor IMI Insulation monitoring device IT Grid system where the power supply is kept isolated and the electrical equipment system is grounded. LOTO Lock Out — Tag Out MCB MPCS Miniature Circuit Breaker Multi Power Conversion System MID Measuring Instrument Directive MV Medium Voltage. This term is used to refer to high voltage in general PE Ground connection PPE PV Personal Protection Equipment Photovoltaic energy RCD Residual Current Device RCM Residual Current Monitor RFID Radio Frequency Identification 6 ACRONYMS DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 POWER ELECTRONICS NBD180 - V1 ACRONYM MEANING SOC State Of Charge — referred to battery SOH State Of Health — referred to battery. It compares the actual state of the battery to its initial conditions. It is measured in percentage STO Safe Torque Off TN Grid system where the power supply is grounded, and the electrical equipment system is brought to the same ground through the neutral connector. TT Grid system where both the power supply and the electrical devices are connected to the ground via separate connections UPS Uninterruptible Power Supply VSD / VFD Variable Speed Drive, Variable Frequency Drive. Both terms are used ACRONYMS 7 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS SAFETY SYMBOLS Always follow safety instructions to prevent accidents and potential hazards from occurring. In this manual, safety messages are classified as follows: A\ WARNING Identifies potentially hazardous situations where dangerous voltage may be present, which if not avoided, could result in minor personal injury, serious injury or death. Be extremely careful and follow the instructions to avoid the risk of electrical shocks. /t\ Identifies potentially hazardous situations, which if not avoided, could result in product damage, or minor or moderate personal injury. Read the message and follow the instructions carefully. 101 NOTICE Identifies important measures to take in order to prevent damage equipment and warranty lost, as well as encouraging good use and environmental practices. Other symbols used in this manual for safety messages are the following: Hot surface. Be careful and follow the instructions to avoid burns and personal injuries. Risk of fire. Be careful and follow the instructions to prevent causing an unintentional fire. i r:s, Caution, risk of electric shock. Energy storage timed discharge. Wait for the indicated % time to avoid electrical hazards. 8 SAFETY SYMBOLS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 SAFETY INSTRUCTIONS IMPORTANT! Read carefully all documentation before handling the equipment and pay special attention to safety recommendations to maximize the performance of this product and ensure its safe use and installation. This document covers the most important and frequent potential causes of damage to equipment or personnel. It is the responsibility of the installer to follow the instructions provided in this manual, follow good electrical practices and identify all warnings and recommendations before starting up and operating the electric vehicles charger. WARNING FIRST CONSIDERATIONS The operations detailed in this manual can only be performed by qualified personnel. The condition of qualified personnel referred to in this manual shall be at least the condition that meets the standards, regulations and safety laws applied to the installation and operation of this equipment. Read and retain the Hardware and Installation Manual for future reference. Before assembling the charger, read all instructions, caution signs and other sections of this manual. Failure to follow these warnings can result in severe electrical shock or death. Pay attention at all times to prevent possible accidents. In addition to the recommendations in this manual, local and site-specific safety procedures should be observed. Additionally, local and national electrical regulations must be followed to avoid personal injury and/or equipment damage. The electric vehicle charging system may cause an ELECTRICAL DISCHARGE if the instructions indicated on this manual are not followed. Make sure the charger is completely disconnected from the power supply and grounded before handling or servicing. Otherwise, there is a risk of electric shock. To avoid electrical hazards, disconnect the input supply, ground the equipment, remove control voltages before performing any tasks, and ensure that busbars are completely discharged. Warning and safety labels must be properly affixed to terminals, cabinets and control panels in accordance with local regulations. When working on electrical installations, always remember to apply the FIVE GOLDEN RULES: 1. Visible shutdown of all live sources. 2. Mechanical locking of all cutting elements. 3. Verify the absence of voltage by using the appropriate tools for the voltage of the installation. 4. Ground and short-circuit all possible voltage sources. 5. Delimit and mark the work area. Do not modify the equipment. In case of doing so, Power Electronics will not assume any liability, and the product warranty will be voided. SAFETY INSTRUCTIONS 9 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS WARNING AA enclosure must be properly closed, otherwise it may not adequately protect people or //{I�\` property from any abnormal situation inside the equipment. Always follow the instructions in the manual to move and position the equipment. The weight of this equipment can cause injuries, serious injuries and even death if not handled correctly. The output airflow can reach high temperatures that could harm people exposed to it. Electric shock danger. The steps to isolate the equipment must be carefully followed before performing any task or opening any cover of the equipment. Avoid inappropriate actions that may cause electric shock. Always wear the appropriate personal protective equipment (PPE) for each task and work in electrical areas with dry hands. Otherwise, you may get an electric shock. Do not use cables with damaged insulation. Do not subject cables to abrasion, excessive stress, heavy loads or pinching. Otherwise, you may get an electric shock. Do not supply power to a damaged charger or charger with missing parts, even if the installation is complete. Otherwise, you may get an electric shock. In the event that the charger stops due to a loss of power, do not do any work on it. The auto -restart function may be enabled and you may receive an electric shock. i The equipment has capacitors. Wait until the capacitors have discharged before performing any 7 maintenance task. USE Do not use this equipment for purposes other than the electric vehicle charging with the modes provided for this product and defined in this manual. Do not disconnect or connect any terminals while the equipment is running. Otherwise, you may get an electric shock and the equipment may be damaged. Do not use this product if its enclosure or electric vehicle connector(s) (on both the charger and vehicle sides) are broken, cracked or otherwise damaged. Otherwise, you may get an electric shock. CONNECTION TO EARTH Prevention of electric shock: • The charger chassis must be properly grounded to prevent a possible electrical shock if a leakage current flows through the enclosure. Disconnect all power supplies before proceeding with maintenance operations inside the equipment. • Only connect the grounding device to the charger's grounding plate. Do not use the enclosure or chassis screws for grounding. • The protective earth wire must be connected first and last disconnected. 10 SAFETY INSTRUCTIONS DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 POWER ELECTRONICS NBD180 - V1 CAUTION Install the equipment, on a solid, level surface in a location where there is no risk of explosion, flooding, or impact damage. Follow the recommendations on how to build the foundation of this manual. Otherwise, there is a risk of malfunction and even permanent damage. Never clean the surfaces or the inside of the charger with abrasive liquids, solvents or cleaning products that could damage it. Water should not be applied under excessive pressure. Disconnect the input power in case the equipment gets damaged. Otherwise, it could result in a secondary accident or a fire. Do not allow lint, paper, wood chips, dust, metallic chips or other foreign matter into the equipment. Otherwise, a fire or an accident could occur. After the input power is applied or removed, the equipment will remain hot for a few minutes. Touching internal hot parts could result in skin burns. IMPORTANT RECOMMENDATIONS FOR CHARGING ELECTRIC VEHICLES: CAUTION Follow at all times the charging process described by the electric vehicle manufacturer. This device should be monitored when used near children. Do not handle the vehicle or charger during the loading process (washing of the vehicle, intervention in the vehicle engine compartment, handling of the loading post, etc.). Do not modify or interfere with the electrical installation while charging the vehicle. Failure to do so could result in electric shock. Do not charge the vehicle in the event of water, signs of corrosion or foreign matter on the charger cable connector or vehicle charging socket. Otherwise, there is a risk of fire and electric shock. Do not attempt to touch the terminals of the charging station connector cable or the vehicle charger socket, nor insert objects into them. Failure to do so could result in electric shock. Do not attempt to disassemble, repair, alter or modify the charging connector or any part of the charger. The connector is not a user -serviceable device. Contact Power Electronics. Always be careful with the charger's cable and connector: treat it carefully, do not crush it, immerse it in water, pull it out, or hit it, etc. Follow the directions given by the vehicle manufacturer regarding the suitability of charging the vehicle when you or the vehicle are exposed to intense rain, heavy electrical storm or other severe weather. SAFETY INSTRUCTIONS 11 DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 NBD180 - V1 POWER ELECTRONICS PERSONAL PROTECTIVE EQUIPMENT (PPE) REQUIRED The use of PPE in accordance with standards is required to repair and maintain the equipment. Follow applicable instructions at the installation site to comply with national and local regulations. In the case of tasks with voltage present, it is mandatory to use an Electric Arc Safety Kit (gloves, clothing and face protection). A detailed example of the PPE used is shown below. The customer must specify in his safety instructions (hazard statement and work procedure) which PPE is required and when and how they should be used according to his electric arc studies, the characteristics of the site, the chargers, the installation and the country. Power Electronics assumes no liability for damage resulting from improper use of the equipment or failure to comply with local or national regulations. The following table includes just an example of commonly used PPE description. Always follow local regulations / NFPA 70E standards about Health & Safety. Mechanical gloves PPE FOR INSTALLATION Safety boots Safety helmet Additional PPE for commissioning and maintenance tasks Safety clothes according to NFPA-70E and safety labels Safety glasses PPE REGULATORY FRAMEWORK Safety glasses Eye protection according EN 166. Electric gloves Gloves with mechanical, dielectric and against arc flash. Class according to voltage. EN 60903; ASTM D120 specifications and NFPA 70E standards. Safety footwear S3 class complying with BS EN ISO 20345. Insulation carpet Isolation carpet according to IEC 61111. Class according to voltage. Safety kit arc flash Arc flash personal protective equipment kit (including arc flash protective face shield & hard hat). Padlock set Padlock and auxiliary elements set to lockout dangerous equipment. HI -VIS vest Fr VIS vest 9 cal/cm2. 12 SAFETY INSTRUCTIONS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 The following table shows the protection class type, depending on the working voltage. ELECTRICAL INSULATED GLOVES Class AC (VAC) DC (Voc) 00 500 750 0 1000 1500 1 7500 11250 2 17000 25500 3 26500 39750 4 36000 54000 ELECTRICAL SAFETY MATTING Class AC (VAC) DC (Voc) 0 1000 1500 1 7500 11250 2 17000 25500 3 26500 39750 4 36000 54000 INSULATING STOOL Class AC (VAC) DC (Voc) 0 1000 1500 1 7500 11250 2 17000 25500 3 26500 39750 4 36000 54000 5 45000 67500 6 66000 99000 0 1000 1500 0 NOTICE PPE should be checked according to the manufacturer's instructions. The electrical gloves must have thermal, electric and mechanical protection. Some models of gloves have the three kinds of protection, so it is not necessary to combine them with more gloves. If the gloves only have dielectric protection, it is mandatory to use under fireproof gloves and over gloves cover. SAFETY INSTRUCTIONS 13 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS O NOTICE RECEPTION • Electric vehicle chargers are supplied after passing strict performance tests and are carefully packed for shipment. • In case of damage to the unit during transportation, notify the shipping agency and Power Electronics (International +34 96 136 136 65 57, USA + 1-415-874-3668) or your nearest agent within 24 hours of receipt of the merchandise. RECYCLING Packaging equipment must be recycled. Separate all different materials (plastic, paper, cardboard, wood...) and place them in the corresponding containers. Ensure waste collection is properly managed with a Non - Hazardous Waste Agent. To guarantee health and natural environmental sources protection, the European Union has adopted the WEEE directive concerning discarded electric and electronic equipment (SEEA). Waste of electrical and electronic equipment (WEEE) must be collected selectively for proper environmental management. Our products contain electronic cards, capacitors and other electronic devices that should be separated when they are no longer functional. These WEEEs should be managed accordingly with a Hazardous Waste Agent. Power Electronics promotes good environmental practices and recommends that all its products sold outside of the European Union, once they reach the end of their life, are separated and the WEEE managed according to the particular country applicable legislation (especially: electronic cards, capacitors and other electronic devices). If you have any questions about the electric and electronic equipment waste, please contact Power Electronics. O NOTICE CYBERSECURITY DISCLAIMER This product is designed to be connected to and to communicate information and data via a network interface. Access to the system is restricted to those employees who legitimately need it for reasons of maintenance and/or updating of the system. It is the customer's sole responsibility for providing and continuously ensuring a secure connection between the product and customer network or any other network (as the case may be). Customer shall establish and maintain any appropriate measures (such as but not limited to the installation of firewalls, application of authentication measures, encryption of data, installation of antivirus programs, etc.) to protect the product, the network, its system and the interface against any kind of security breaches, unauthorized access, interference, intrusion, leakage and/or theft of data or information. Power Electronics and its affiliates are not liable for damages and/or losses related to such security breaches, any unauthorized access, interference, intrusion, leakage and/or theft of data or information. 14 SAFETY INSTRUCTIONS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS TORQUE AND SCREW SIZING NBD180 - V1 The following table shows, broadly speaking, the recommended torque for both mechanical and electrical connections, applicable to all cabinets [1, 21: SCREW SIZE METRIC (mm) ENGLISH (inches) RECOMMENDED TORQUE DIN (Nm) [A] R_R (JIM ITY[A] ASTM (ft*Ib) [A] A395 TYPF 1[A] [A] For other qualities, follow the screw's manufacturer guidelines. A\ CAUTION For all screwing that holds a particular component such as a bus, contactor, etc. it will be necessary to apply the tightening torque indicated by the manufacturer of the same component Screwing should be tightened correctly only when necessary, i.e. when the factory marks are not in place. For small screws that do not have marks, the good electrical praxis will determine if it is loose. ['I Power Electronics recommends the use of Zinc Steel quality 8.8 bolts for internal connections in general, DC and earth connections included. [2] Power Electronics recommends the use of A2-70 stainless bolts for external connections in general, AC connections included. TORQUE AND SCREW SIZING 15 M3 1/8 1 1,3 - M4 5/32 2,5 3 M5 3/16 4 6 M6 1/4 5 10 4 M8 5/16 20 25 9 M10 7/16 40 50 25 M12 1/2 60 70 38 50 - 58 M14 9/16 100 120 54 - M16 5/8 150 210 75 99-120 [A] For other qualities, follow the screw's manufacturer guidelines. A\ CAUTION For all screwing that holds a particular component such as a bus, contactor, etc. it will be necessary to apply the tightening torque indicated by the manufacturer of the same component Screwing should be tightened correctly only when necessary, i.e. when the factory marks are not in place. For small screws that do not have marks, the good electrical praxis will determine if it is loose. ['I Power Electronics recommends the use of Zinc Steel quality 8.8 bolts for internal connections in general, DC and earth connections included. [2] Power Electronics recommends the use of A2-70 stainless bolts for external connections in general, AC connections included. TORQUE AND SCREW SIZING 15 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS 1.INTRODUCTION The Power Electronics' charger NB Dispenser is outdoor robust and modular chargers, designed for durability, reliability and ease of maintenance. Thanks to their flexible architecture NB Dispenser series allows the installation in any location. The charging solution consists of a power cabinet with low voltage input combined with commercial posts (NB Dispenser). With output power of up to 180 kW (US), NBD180 can be configured to charge either at 400 or 800 Vdc depending on the characteristics of the electric vehicle battery. Its smart design offers a simple, fast and safe charging experience. NB Dispenser's design makes it be the best solution for sites that require the combination of design, high power and innovation. The following image shows a NB Dispenser power cabinet: 16 INTRODUCTION 1 4_ --Ventilation outlet DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 Equipment overview The following sections describe the different components of the power cabinet. Power cabinet The NBD180 can be connected to a commercial or industrial charging post. The following image shows the power cabinet's main parts: Ethernet connector Regulatory framework 1g_–Access door 11— Ventilation inlet The NBD180 is a device that is connected to the AC low -voltage network and provides a DC power supply at a variable voltage of 50 to 500V as standard or 150V to 1000V as optional for charging electric vehicles. Its certification as a product in accordance with current Spanish and UL legislation is carried out through the evaluation, where applicable, of compliance with the following standards: • IEC 61851 - Conductive charging system for electric vehicles o Part 1: General requirements. o Part 23: DC charging station for electric vehicles. o Part 24: Digital communication between a DC EV charging station and an electric vehicle for control of DC charging. • UL 2202: Electric Vehicle (EV) Charging System Equipment. • UL 2594: Standard for Electric Vehicle Supply Equipment. INTRODUCTION 17 DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 NBD180 - V1 POWER ELECTRONICS 2.TECHNICAL CHARACTERISTICS Depending on the regulation to be followed, the equipment will fulfill different technical characteristics. NB Dispenser UL REFERENCE NBD180 DC OUTPUT Maximum output power [kW] 180 Voltage range [V] 50 - 500 / 150 —1000 AC INPUT FOR DC OUTPUT Power [kW] 201 Voltage [V] 480 ± 10 % (3ph + N + PE) Power factor > 0,99 Frequency[Hz] 60 Efficiency (preliminary) 94 % Protections Differential protection and fuses Surge arrester (optional) - Type 2 / Type 1 + 2 Others Revenue meter (optional) Degree of protection NEMA 3R Operating temperature From -25°C to 50°C GENERAL Relative humidity 4% - 95% Maximum altitude (above sea level) 2000 m; > 2000 m power derating (max. 3000 m) Enclosure power cabinet color White (RAL 9016) Ethernet Communications OCPP 1.6 Wi-Fi + 3G / 4G connectivity (optional) Be aware that Power Electronics is not responsible for the charger's input power connection, nor its installation. 18 TECHNICAL CHARACTERISTICS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS 3.DIMENSIONS AND WEIGHT The dimensions and weight are as following: NBD180 w 0 0 X GENERAL DIMENSIONS NBD180 - V1 D CENTER OF GRAVITY W H D x y z mm 1500 2000 800 734 810 364 inch 59.1 78.7 31.5 28.9 31.9 14.3 The approximate weight for the equipment is 805kg (126.8 st). NBDDTD005A DIMENSIONS AND WEIGHT 19 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS 4.HANDLING AND TRANSPORTATION 20 CAUTION 4 Read carefully the following transportation and installation instructions. Failure to follow transportation and installation instructions could result in damage to the equipment or injury to people. Reception The equipment is delivered perfectly packed and checked. Upon receipt, inspect the equipment. In the event of damage to the equipment, notify the logistics agent and Power Electronics 902 40 20 70, (International +34 96 136 65 57), or your nearest agent within 24 hours of receipt. Verify that the goods received correspond to the delivery note, models and serial numbers. Standard storage The equipment should be stored under cover until the moment of installation. The following rules will keep the equipment safe in the meantime: • The storage temperature rating for the equipment is -40 ° C to 60 °C (-40°F to +140°F). • Store it in a location that is protected from moisture (inside and outside the equipment), away from corrosive chemical products or gases, and away from high traffic areas where the equipment could get damaged. • Avoid floodable grounds. No part of the equipment should ever be submerged underwater. • Store it on a flat, even surface. Never use log woods underneath the equipment. • Store it away from high traffic areas where the equipment could get damaged. • Store it in its original packaging, vertically and never stacked. • Keep it packed until the moment of installation. • Keep doors closed and covers in place during storage. • Make sure animals cannot get inside the equipment. HANDLING AND TRANSPORTATION DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 0 NOTICE Standard storage is defined as the expected time period from the time the equipment arrives at its location until its commissioning occurs. It is assumed that this period is less than 6 months. This period is variable according to the weather conditions of the site. Customer is responsible of deciding if the posts are installed within the standard period or otherwise, the installation date is to be defined. In this case, customer must take the appropriate measures. Extended Storage If the equipment is stored for an extended period of time before installation for an undefined date, new considerations should be taken, in addition to the recommendations in the previous section "Standard storage": • The equipment shall be protected under cover, by means of an external protector or by the method adapted to the local conditions which prevents condensation and humidity inside the equipment. • Draining bags shall be included inside the equipment to prevent moisture from damaging electronic components. These shall be replaced when storage conditions require it. • A clearance shall be left around the equipment so that inspections can be undertaken. • Periodic inspections should be performed when possible. Proper internal cleanness must also be checked. A\ WARNING Tasks shown above are standard and they are not applicable to all weather conditions. In those plants where customer considers extreme weather conditions, these requisites should be adjusted for each particular case, as well as the maximum storage time for these conditions. Unpacking During the unpacking, remove carefully the packaging (do not use sharp tools). After removing the packaging, check the material inside. If you receive replacement parts with the product, please separate and store them in a safe place. They should not be exposed to vibrations, falls or moisture. This equipment requires a crane for unpacking. Check "Handling and transportation" subsection for further information. HANDLING AND TRANSPORTATION 21 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS Handling and transportation CAUTION Follow the handling and transportation requirements described here. Any other method of transport or handling could damage the unit or void the warranty. During handling and transport, the goods must not be exposed to moisture, overturned, inverted, inclined or impacted. Avoid sudden movements and jerking during lifting. Stop the load just before placing it on the ground and then lower the equipment slowly to avoid knocks. Otherwise, the equipment may get damaged. 0 NOTICE If the methods described here cannot be applied, please contact Power Electronics. It is the customers responsibility to ensure unhindered access of vehicles to the final site or location, taking into account their movement and handling at the unloading site. Ensure that loading/lifting equipment has a greater capacity than the weight of the charger plus the auxiliary elements and the loading/lifting task is carried out in a way that ensures the stability of the equipment. Crane lifting is required for packing and unpacking. The equipment requires assembling the four lifting rings at the top, then a sling or a chain must be attached to each ring and securely fastened to the crane. The equipment is packed assembled vertically, in a cardboard box and fixed on a pallet base with screws at four steel brackets. Externally the box is strapped and shrink-wrapped. Then, the equipment is ready to be handled by forklift truck and be transported by truck or container. Keep in mind the load distribution and center of gravity A REF DESCRIPTION NBDDTG001A 22 HANDLING AND TRANSPORTATION A Lifting ring B Steel bracket for base fixation DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 5. PREPARATION FOR INSTALLING THE EQUIPMENT Site recommendations When deciding the location of the equipment and planning its installation, it is recommended to follow a series of guidelines derived from its characteristics. CAUTION To guarantee proper electrical installation, it is very important to comply with the bend radius of the cable. The customer must ensure the cables enter the equipment perpendicularly and the spacing between them is appropriate. Avoid corrosive environments that may affect the equipment's proper functioning. 0 NOTICE The instructions given in this section must not replace in any way the mandatory regulations of the country in which the equipment will be installed. Prior to installation, a geotechnical study of the terrain where the charger will be installed must be carried out to determine its characteristics and to decide the most suitable type of foundation. It is the customers responsibility to design and build concrete foundations with the necessary piping and ground network in accordance with the applicable regulatory requirements. Proper installation is absolutely necessary and it is not within the scope of the manufacturer's responsibility. Soil The soil should have the following characteristics: • The soil must be dry, compacted, stable and homogeneous. • The land will be gravel, ballast or pebbles. • Do not install on floodplains, neither in places where objects can fall on. • The land should be provided with a drainage system, especially in locations with high water tables and/or heavy rainfall. • It is recommended that the ground should not exceed the level of the foundation. • Maximum permissible ground pressure of 150 kN/m2. • Soil compaction degree of 98%. • Maximum land unevenness of 0.25%. • It must not be a direct place of passage so that the load cables do not interrupt the movement of pedestrians or traffic. PREPARATION FOR INSTALLING THE EQUIPMENT 23 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS Base site Power Electronics recommends making a concrete foundation slab to support the equipment. The support surface for the equipment must be perfectly level. The client is responsible for the correct dimensioning and construction of the foundation in accordance with current regulations. The foundation must meet the following characteristics: • It is recommended that a layer of cleaning concrete be installed between the ground and the foundation. • The sizing should be appropriate for the weight of the equipment and the characteristics of the soil. • It must be thick enough to support the equipment. • It must have trenches wide enough to ensure proper wiring passage. • It is advisable to leave the slab at the same level as the ground to facilitate maintenance work. 0 NOTICE The client is responsible for building a solid concrete base perfectly leveled and elevated with respect to the user's floor height. In case of specification of variable actions such as snow, wind or earthquake, the slab must comply with the following requirements, not being excluding those indicated by the specific regulations of the country of installation: • Ability to withstand compression forces of 25N/mm2. • Steel reinforcement capable of withstanding tensile forces of 500N/mm2. • Taking into account severe wind conditions (60m/s), the reinforcement should be dimensioned as follows: o The longitudinal side of the reinforcement must be able to withstand forces of up to 80kN. o The transverse side of the reinforcement must be able to withstand forces of up to 10kN. Note that the thickness of the slab must be determined from the results of the geotechnical study. See anchor recommendations at the "Anchoring of the equipment" section. 24 PREPARATION FOR INSTALLING THE EQUIPMENT DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 Minimum safety distances CAUTION When installing the equipment, keep the minimum safety distances. Be aware of all the minimum insulation requirements established by the applicable electrical code, as well as the thermal, safety and accessibility requirements. The safety distances given in this section must not replace in any way the mandatory regulations of the country in which the equipment will be installed. For proper inspection and ventilation, as well as correct handling, it is important to leave the following clearance distances: Side to side distance: The equipment does not require any side to side space. Top side space: It requires 0.1 m (0.33ft) top side space. 0.1m (0.33ft) Front side distance: The equipment requires 2m (6.56ft) free front space to access it, operate and open the door properly. Rear side distance: The equipment does not require any rear space, as it does not include any door, access neither ventilation grill. Although this is the minimum distance for the equipment, the maximum distance between the equipment and the charger post must also be taken into account, which cannot exceed from 80m (262.46ft) with Ethernet communication or 150m (492.13ft) with the optical fiber communication, as optional. PREPARATION FOR INSTALLING THE EQUIPMENT 25 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS Anchoring of the equipment 0 NOTICE It is the customer's responsibility to dimension correctly equipment anchoring to the foundation, guaranteeing stability towards horizontal actions. The equipment must be anchored to a solid and leveled surface (slab), see slab recommendations at the "Base site" section. To anchor the equipment, it is recommended to use M16 (5/8") A4-70 stainless screws for high load solicitations, being accepted both expansive anchor bolts and chemical. Please, secure them applying the recommended torque for mechanical connections. The equipment allows two different ways of anchoring depending on the mounting needs. The location and diameter of the charger's anchoring holes for each option are described below in mm and [inches]. 1500 [59.1] 1300 [51.2] m 0 w 100 [3.9] NBDDTD006A For option 1, the equipment is anchored using the four internal holes, which diameter is 0 = 24mm (0.94inch); while for option 2, the equipment is anchored using the four external holes, which diameter is 0 = 20mm (0.79inch). 26 PREPARATION FOR INSTALLING THE EQUIPMENT DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 POWER ELECTRONICS NBD180 - V1 Ventilation system CAUTION Special care must be taken to ensure that there are no external elements near the air inlets and outlets that prevent proper ventilation of the equipment. PREPARATION FOR INSTALLING THE EQUIPMENT 27 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS 6. CABLE ACCESS AND CONNECTIONS WARNING 6 Before opening any door, the equipment must be completely isolated, without any tension. Make sure to follow the insulation guidelines and all safety instructions indicated in the "Safety instructions" section. Please use all the indicated PPE. Otherwise, you may get an electric shock. During the connection, you must ensure the proper cable installation in the terminals of the equipment so that there are no voltage parts accessible in this wiring and the polarity is respected. CAUTION To guarantee proper electrical installation, it is very important to comply with the bend radius of the cable. The customer must ensure that the trenches are deep enough and consistent with the section "SITE RECOMMENDATIONS". 0 NOTICE Refer to the recommended tightening torque for mechanical and electrical connections in the "TORQUE AND SCREW SIZING" section. Power Electronics is not responsible for damages resulting from an incorrect connection. The dimensioning of the input and output power cables of the charging point must be checked by a qualified electrician. The customer is responsible for the correct sizing and execution of the corresponding connections in accordance with the regulatory requirements applicable in the country of installation. The customer is responsible for choosing and installing the communication cables. The customer is responsible for the correct sizing and execution of the corresponding ground networks in accordance with the regulatory requirements applicable in the country of installation. Power, ground, auxiliary and communication cables are not included in Power Electronics' scope. MATERIAL WITHIN CUSTOMER'S RESPONSIBILITY: The following cables and elements are not provided by Power Electronics, they are customers responsibility. • AC input power cables and terminal lugs (as applicable). • Ground input cable and terminal lug to site local ground system (as applicable). • +/- DC power cables and terminal lugs to each post. • Ground cables and terminal lugs to each post. • Auxiliary power supply cable (230Vac 1 ph) to each post. • Control optical fiber (200micron) with ST connectors to each post. • Ethernet cable (CAT5e or CAT6) with RJ45 terminals OR optional multimode optical fiber (62.5micron) with ST connectors to each post (as applicable). Several factors can influence the choice of cable, including the distance between the distribution board and the charger, the maximum input current and the installation mode. 28 CABLE ACCESS AND CONNECTIONS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 Input wiring The following table summarizes the recommended cable size for connections entering to the equipment: CONNECTION RECOMMENDED CABLE SIZE Input power supply (L1, L2, L3, N) 4 x 150 mm2 4 x 300 kcmil Ground Communications 1 x 70 mm2 1 x 2/0 AWG 2,5 mm2/ each 14 AWG / each Note the equipment does not require auxiliary power supply input, because it includes an internal transformer. Output wiring This version of the equipment can have only an output to a particular post. There will be two cables for communications and one cable with three wires for the auxiliary power supply to each post connected at the NB Dispenser. The following table summarizes the recommended cable size for connections from the equipment towards each charging post depending on the charge voltage: CONNECTION Output power supply (DC+ , DC-) Ground RECOMMENDED CABLE SIZE FOR CHARGE @400V 2 x 150 mm2 2 x 300 kcmil 1 x 150 mm2/ 2x70mm2 1x300kcmil / 2 x 2/0 AWG RECOMMENDED CABLE SIZE FOR CHARGE @800V 1 x 150 mm2 1 x 300 kcmil 1x70 mm2 1x2/OAWG Auxiliary services 1 x 2,5 mm2 1 x 14 AWG 1 x 2,5 mm2 1 x 14 AWG Communications 2,5 mm2 / each 14 AWG / each 2,5 mm2/ each 14 AWG / each Access The power and communication cables must enter through the bottom part on the equipment. The cable entry and exit are through the following spaces (bottom view): NBDDTG003A REF. DES. A Entry B Exit Refer to subsection "Anchoring of the equipment" for further information about measures. CABLE ACCESS AND CONNECTIONS 29 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS 30 Cable plates Space A: cable entry plate. ETH O OSpare i Space B: cable exit plate. • NBD180 — example for one post @400V OF O O AUX O0 ETH O0 Connections Input power supply and ground connections The following image indicates where to make the connections for AC input and ground. Once the cables have been introduced through the cable entry plate, direct the cables towards the connection plates, where the connection will be made as follows: -191 Z lit '. {' I. {. 1 I w or..; - Power connectio _$ II 4 Ground connection Ca•ter enjr plat CABLE ACCESS AND CONNECTIONS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 Communication connections The customer must also carry out the communication connections. The equipment includes four communication wire connections: • An Ethernet external connection, located in the door, for the monitorization and the configuration of the parameters through the Power Electronics' applications. • An Ethernet entry connection for internet connection and continuous monitoring by OCPP1.6 requirements. The connection can be made on any free port of the internal Ethernet switch with a RJ45 connector, entering the cable through the corresponding cable entry plate (space A). • A communication connection between the main electronic boards from the NB Dispenser to each post. This connection can be made with Ethernet or can be changed, as an extra option, to optical fiber. In any case, customer must connect the cable from the NB Dispenser internal switch to the post internal switch, passing it through the corresponding cable exit plate (space B). Optical fiber has been chosen for this communication in this model, it will be connected from the straight tip (ST) connectors located at the switch (TX and RX for post -1). These optical fiber cables must be directed towards ETH space in the cable exit plate (space B). • A communication connection between the protocols and FPGA boards from the NB Dispenser to each post. This connection is made with optical fiber, from the straight tip (ST) connectors, located above the cable exit plate (RX1, TX1 for post -1). (J Post 1 Post 2 Post 3 Rx 1 Tx 1 Rx2 Tx2 Rx3 Tx3/ Both cables must be directed towards OF space in the cable exit plate (space B). CABLE ACCESS AND CONNECTIONS 31 DocuSign Envelope ID: 31C170D6-BBB1-4573-9B33-1C843B384A22 NBD180 - V1 POWER ELECTRONICS Output power supply connections The following image indicates the location of DC plates for the output cable connections, they are located at the right door of the equipment, just above the cable exit plate. The equipment requires one output power supply for each post, but when the NBD180 will charge at 400Vdc the post can have up to two charging hose with the same connector type, in that case it will require two output power supply cables for each pole (+ / -), then one cable lug must be connected at the front side and the other at the back side of the power DC plates, fixed both by same screws. Customer must pass all cables through the corresponding cable exit plate (space B), towards DC+ / DC-. Auxiliary power supply connections The following image indicates the location of auxiliary power supply connection for the post. In this model, as it will only be connected to one post, only Aux 1 is required. Customer must pass the cable through the corresponding cable exit plate (space B), towards AUX. 32 CABLE ACCESS AND CONNECTIONS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 7. PROTECTIONS This section describes the different protections available to the equipment. The equipment is equipped with multiple hardware protections for itself and others for the charging posts. Insulation monitoring The charger has an insulation monitor to detect possible insulation faults in DC charge. Overvoltage protection The charger can include as optional an AC overvoltage protection, surge arrester, type 11 or type I+II, located in the main control cabinet. This product does not require the addition of a backup fuse. OVERVOLTAGE PROTECTION NOMINAL VOLTAGE (UN) DISCHARGE CAPACITY (IN) IEC - Type II 400VAc 20kA IEC- Type I + II 400VAc 25kA UL - Type II 480VAc 20kA UL - Type I + II 480VAc 25kA Overcurrent and short circuit protection The charger includes a switch-disconnector with a fuse of 400A as nominal current. The equipment also includes, in both IEC and UL, a differential protection type A of 400A. In addition, it includes three fuses (one per phase), for each charging line (one per each post). Those fuses work at 690VAc and break at 125A. Overtemperature protection The equipment includes NTC probes and a thermal sensor in the inductive elements; it also includes hygrothermostatic sensors integrated in the electronics. DC MID meter As optional, the equipment can include a DC MID meter, and will be authorized for the measurement of active energy for billing purposes (according to MID 2014/32/EU). PROTECTIONS 33 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS 8.INTERFACE Controls 8 The electric vehicle user interacts with the charger post directly, no control interaction with the NB Dispenser is required. LED indicators The equipment does not include any special external LED indicator. It includes several internal LEDs for the DC buses state control, mainly checked during the maintenance tasks. When the LEDs located in the internal bus board are lighted up, then the bus is charged. The following image represents the bus board: 34 INTERFACE REF DESCRIPTION 1 DC input bus LED 2 DC output bus LED DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 9.COMMUNICATIONS 9 The equipment requires several communications to work and to interact with charging posts or customers. Each one has its own aim and purpose, described in this section. Refer to "Communication connections" section for further information about connections to enable these communications. WARNING Before opening any door, the equipment must be completely isolated, without any tension. Make sure to follow the insulation guidelines and all safety instructions indicated in the "Safety instructions" section. Please use all the indicated PPE. Otherwise, you may get an electric shock. Ethernet communication The equipment requires an Ethernet entry connection for OCPP1.6 communications and internet connection. There is an Ethernet connection for communication with the main control board of the posts. However, it can be replaced by an optical fiber connection. Moreover, there is an Ethernet connection to monitor and configure the parameters through the Power Electronics' applications, commonly used by the back office. This use is mainly focused on maintenance and commissioning. Power Electronics recommends using CAT5e or CAT6 copper cable and RJ45 connector for these connections. Optical fiber communication The equipment requires, for power regulation, an optical fiber communication between the protocols and FPGA boards from the NB Dispenser to each post. Power Electronics recommends using 200micron cable with ST connectors. Besides, it can include, as optional, the optical fiber connection to replace the Ethernet communication with the main control board of the posts. Power Electronics recommends using multimode optical fiber 62.5micron cable with ST connectors. This optional communication method allows locating the post farther than with Ethernet connection. COMMUNICATIONS 35 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS Wi-Fi communication Wi-Fi network communication can be included, as optional. It is designed to facilitate user access to the charger. This connection requires that the device and the user are connected to the same Wi-Fi network. Once configured, the user can start a charging session through the mobile application. 3G / 4G communication Communication via 3G / 4G can be included, as optional, for internet access. In this case, insert a SIM card into the indicated charger control board slot: 0 NOTICE Once the SIM has been inserted, it must be configured, and then the system must be reset. 36 COMMUNICATIONS DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 10. LOTO PROCEDURE 1 0 The aim of the lockout / tagout or LOTO procedure is to protect the user towards unintended reconnections and to avoid risks associated with the control of energy sources. This involves isolating, locking and tagging the dangerous energy sources to avoid accidents / incidents mainly derived from dangerous movements, unexpected energizations or stored energy discharges. Appropriate devices must be used, possible residual energies must be eliminated and, finally, the absence of energies must be verified. 6'8 0 NOTICE LOCKOUT / TAGOUT (LOTO) Lockout / tagout standards establish procedures to protect personnel from hazardous energy sources on equipment during service and maintenance. Lockout/tagout disables equipment from producing hazardous amounts of electrical energy, allowing service and maintenance personnel to safely perform their jobs. Employees must be trained to understand and follow the hazardous energy control procedures. Use only lockout/tagout devices authorized for particular equipment. Lockout / tagout devices must be durable, standardized and individual. PPE is required according to standards while executing LOTO actions. Refer to section "Safety instructions" for further information and recommendations. t CAUTION The shutdown of the equipment must only be carried out by personnel qualified. Read these instructions and all safety recommendations carefully. Otherwise, the equipment could get damaged and personnel get seriously injured. The instructions in this manual do not replace or local or national regulations. It is the user's responsibility to comply with all safety standards that apply at the installation site. LOTO PROCEDURE 37 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS Equipment statuses Before working with the equipment, it is convenient to define two possible statuses. STATUS 1 NB DISPENSER STATUSES Equipment running (no action required from safe stop). Proper state for carrying the Power test. CHECK POINTS FOR ABSENCE OF VOLTAGE: No measuring in Status 1. STATUS 2 The equipment is completely stopped, isolated, discharged and locked. Follow the complete process from "Loto actions" subsection. Make sure there is no independent auxiliary supply coming from outside the NB Dispenser. Proper state for carrying out the Dead test. CHECK POINTS FOR ABSENCE OF VOLTAGE: Follow the complete process. CAUTION The absence of voltage must be verified once an equipment has been isolated, with the necessary means and PPE. In addition, the equipment specific diagrams of the installation should be reviewed. Even the multimeters have scheduled revisions, it is convenient always to check the multimeter is working fine before taking any measure, especially to prove dead. This might be damaged and show false values. Use a commercial proving unit to check it. Use appropriate equipment for DC power measures. It is responsibility of the technical personnel to have their tools calibrated and in good conditions. Always wear the PPE according to electric risk and to the current Health and Safety regulations. 38 LOTO PROCEDURE DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS LOTO actions NBD180 - V1 This section shows the LOTO actions that must be carried out, as part of the safety actions, every time the equipment is started or stopped. It is responsibility of the customer to carry out maneuvers at the LV facility network and on the post to guarantee a safe scenario for maintenance and operation routines inside NB Dispenser. Follow the indications on "Commissioning" or "Safe stop" sections before applying any LOTO action. Disconnect all the charging process following the safe stop instructions or wait until all charging sessions are finished. Then, limit the access to the charger posts, so no one can start a new charging process. Disconnect and lock with padlocks all LV facility network connections to eliminate power completely before the NB Dispenser input. The customer is the one who disconnects and locks the LV supply connections, all keys must to be stored in a locked box and Power Electronics will keep one of the opening keys. n Once the equipment is stopped, wait until the different storage buses are discharged (4 or 5 min). Check with the software visualization application that the input voltage and equipment's power are zero. Open and lock with a padlock the switch disconnector. Although the supply to the AC switch was removed, this step confirms and locks it, then reconnection is not possible until the LOTO actions are removed. Follow the "check points for absence of voltage". After all these actions, status 2 is reached on NB Dispenser. 9:t n: LOTO PROCEDURE 39 DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 NBD180 - V1 POWER ELECTRONICS CAUTION Auxiliary supply must be disconnected last and connected first when possible. Electric shock hazard. Auxiliary supply power layout is a characteristic of each plant and may vary from one to other installation. Follow the latest electric schematics of the plant. Make sure no voltage is present confirming with multimeter on AC control tray. Electric shock hazard. Wait until all capacitors of the NB Dispenser are discharged under 30 V. Check it with a multimeter. Before any maintenance operation, verify that the equipment is completely stopped before maneuvering any cutting element. This applies to elements with load -breaking capacity (circuit breakers and switches) as well as those with no capacity (disconnectors). Under no circumstances any of these components must be manually operated when the NB Dispenser is energized. Remove LOTO actions Follow the LOTO actions in the inverse order. 40 LOTO PROCEDURE DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 Check points for absence of voltage Follow this procedure as last LOTO actions to reach status 2 in the equipment. CHECK POINTS FOR ABSENCE OF VOLTAGE 1. Wear the appropriate PPE based on the electrical arc studies and the risk assessment carried out by the customer. 2. Ensure the correct operation of the multimeter. 3. Once the equipment is stopped, wait until the different storage buses are discharged (4 or 5 min). 4. Check that VDC presence indicator LEDs are NOT illuminated. Check both input and output bus LEDs. 5. Remove polycarbonate to be able to measure voltage, both in the plates upstream of the disconnector and in the plates downstream of the disconnector. 6. Check that there is no voltage in the DC output plates. 7. Short-circuit the input and ground it. 8. There will be no voltage in the equipment. CAUTION The absence of voltage must be verified once an equipment has been isolated, with the necessary means and PPE. In addition, the NB Dispenser specific diagrams of the installation should be reviewed. Even the multimeters have scheduled revisions, it is convenient always to check the multimeter is working fine before taking any measure, especially to prove dead. This might be damaged and show false values. Use a commercial proving unit to check it. Use appropriate equipment for DC power measures. It is responsibility of the technical personnel to have their tools calibrated and in good conditions. Always wear the PPE according to electric risk and to the current H&S regulations. LOTO PROCEDURE 41 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS 11. COMMISSIONING CAUTION Commissioning may only be carried out by personnel authorized by Power Electronics. Read these instructions and all safety recommendations carefully. Failure to do so could result in damage to the equipment and serious injury to personnel. Make sure that no voltage is present at the power terminals. Make sure that no voltage source can be unexpectedly connected. The instructions in this manual do not replace local or national regulations. It is the responsibility of the user to comply with all applicable safety standards at the installation site. The following steps describe the process for starting up the equipment and tum it on for the first time. Visual inspection: unpackage the equipment and ensure that all components are in good condition and have not suffered any damage in transit. \J Disconnect the external power supply before starting with the installation. Open the door of the device, ensure internal protections are deactivated and open the disconnector. Block, delimit and signal the work area following the "LOTO procedure" section. Perform the anchoring of the equipment at its final destination following the instructions according to the chosen type of fixation (option 1 or option 2). Check "Anchoring of the equipment" section. Make the cable access and connections without voltage, starting by the ground connection. Make sure connections and tightening torque are correct. Check "Torque and screw sizing" and "Cable access and connections" sections. 42 COMMISSIONING Make a continuity test and check all connections are as expected. DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 If required, make the cable connections to the posts without voltage, starting by the ground connection. Make sure connections and tightening torque are correct. Check the post's Hardware and Installation Manual for further information. 1 Verify the selectivity of the external protections to the equipment and control parameters. Activate the equipment's internal protections (if applicable) and close the disconnector. J Make sure all doors are properly sealed and locked. 1 If all previous steps are successful: Remove LOTO (follow the procedure in reverse order). Provide the external power supply. Start the equipment and verify it works correctly. 1 Configure the communications. Check "Communications" section. COMMISSIONING 43 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS 12. SAFE STOP A\ CAUTION The shutdown of the equipment must only be carried out by personnel qualified. Read these instructions and all safety recommendations carefully. Otherwise, the equipment could get damaged and seriously injured personnel. The instructions in this manual do not replace local or national regulations. It is the user's responsibility to comply with all safety standards that apply at the installation site. The following steps describe the process to follow for disconnecting the equipment. Ensure wearing the appropriate PPE. Y End the charging process if it was active. Disconnect the external power supply. Wait the time indicated on the protection label to avoid electrical hazards. Time for r -s, ,% discharge of stored energy and cooling of components. After this time check the absence of input voltage. Open the equipment. Ensure the bus card LEDs are off. Ensure internal protections are deactivated (if applicable) and open the disconnector. Block, delimit and signal the work area following "LOTO procedure" section. Check the absence of voltage at the equipment and at the entry DC bus. 44 SAFE STOP DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 13. MAINTENANCE The NB Dispenser charger has been developed based on a revolutionary design concept that simplifies significantly the tasks and reduces preventive and corrective maintenance times. Nonetheless, there are some actions and revisions required. A\ CAUTION Maintenance tasks must only be performed by qualified personnel and approved by Power Electronics. Otherwise, the equipment may get damaged and personnel could suffer severe injuries. Use the necessary PPE according to the electrical risk and the Health and Safety regulations WARNING Make sure to follow the insulation guidelines and all safety instructions before opening any door or handling the equipment internally. Otherwise, you may get an electric shock. To carry out maintenance tasks or any activity inside the charger, the user must verify that there is no voltage present in the equipment, as well as carry out the procedure of a safe stop. Always apply the five golden rules to ensure that there are no dangerous tensions. In addition to the recommendations given in this manual, local safety procedures and those specific to the installation site must be taken into account. Also, local and national electrical regulations must be followed to avoid personal injury and/or damage to the equipment. Failure to comply with safety instructions and electrical codes may void the warranty. MAINTENANCE 45 DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 NBD180 - V1 POWER ELECTRONICS Checklist The list of tasks detailed below should be carried out annually. The duration of each task is an estimate. MAINTENANCE TIME GLOBAL OPERATION TIME 1h and 40min POWER TEST (STATUS 1) TIME OK (MINUTES) 1 Environmental conditions — Visual check 5 2 Enclosure state — Visual check 5 3 Make sure the charger is accessed remotely - connection to the PC if it exists. 5 4 Main temperatures within range - remote check, if it exists. 10 5 Ventilation system and absence of vibrations - visual and auditory check 5 The following tasks must be performed with the equipment completely off (no voltage at all, stopped, uncharged and isolated): DEAD TEST (STATUS 2) TIME (MINUTES) OK 1 Internal cleaning 15 2 Filters - visual check and replacement 15 3 Doors condition 10 4 Cables and conductors - visual and manual check 10 5 External and internal tightening torques - manual check 10 6 Control circuit and protections - manual check 10 46 MAINTENANCE DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 POWER ELECTRONICS NBD180 - V1 Power test (status 1) 1. Environmental conditions Verify that the equipment environment complies with the specifications. Verify that the humidity is adequate. 2. Enclosure state Check the enclosure is in good general state and no traces of corrosion or impacts are present. Check the posts anchoring. 3. Remote access Verify that the equipment can be accessed remotely. If it exists, verify the connection with a PC. 4. Main temperatures within the range Remotely, if it exists, check the main internal maximum temperatures after 30 minutes at full power / high power. Record the values. If the values are higher than 115°C for IGBT and higher than 50°C inside, check the equipment completely. 5. Ventilation system and absence of vibrations Verify that there are no abnormal noises or oscillations in the ventilation system. MAINTENANCE 47 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 NBD180 - V1 POWER ELECTRONICS Dead test (status 2) 1. Internal cleaning Check that the equipment does not show signs of dust, moisture, oxidation or presence of animals. If dust is found in the control electronics, use a specific vacuum cleaner for electronic boards. Otherwise, the electronic components may get damaged. 2. Filters Visual inspection of air filters. Use a set of screwdrivers to access the filters and take them off. Check that they are clean and unobstructed. Clean them if they are dirty. It is not necessary to replace the air filters unless they show signs of saturation. 3. Doors condition Check that each door closes correctly, seals and closures are in good conditions. Check hinges, gaskets, closures and doors. 4. Cables and conductors Visual inspection of cables and terminals. Check the cables are in good condition and sealed. Check that the connectors and terminals are correctly inserted and there are no visual signs of overheating. 5. External and internal tightening torques Check the accessible connections of the Low Voltage circuit and retighten correctively only if necessary. To do so, check that all tightening marks are in place. In the case of small screws that do not have marks, good electrical practice will determine if a screw is loose. Pay special attention to the input connections of the equipment, check the torque and retighten. 6. Control circuit and protections Check if overvoltage protectors are operational. Visually check the fuses to guarantee they are not blown. Check the good condition of the control cards, as well as its connections. 48 MAINTENANCE DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Air POWER ELECTRONICS 24H TECHNICAL ASSISTANCE 365 DAYS A YEAR FIND YOUR NEAREST DELEGATION POW ER-ELECTRONI CS.COM/CONTACT/ DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 ATTACHMENT 3: Proterra Technical Assistance Project Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA Technical Assistance Project Proterra Scope of supply: Proterra shall provide commissioning services for each purchased Proterra charging system by the Owner. Commissioning services shall include the following scopes: verify that installation of charging system is complete and correct per Proterra's installation manual and specifications; power on equipment and troubleshoot charging system fault codes, if any present themselves; perform diagnostic testing of charging system hardware and software to ensure proper functionality; and test the charging system with a Proterra vehicle to ensure proper charging functionality. Upon which the Proterra commissioning scope is successfully completed, the operational charging system shall be handed off to the Owner for acceptance and use. Owner Acceptance Form shall be provided to customer by Proterra Customer Program Manager upon successful commissioning. Site Coordination Responsibilities: Proterra shall schedule the commissioning services' start date based on input from the Owner's installation completion schedule. As Proterra commissioning crews travel to each site, it is critical that the dates be as accurate as possible. Any re -scheduling or cancelling of the commissioning start date, within two calendar weeks of the originally planned start date as communicated by the Owner, will result in the Owner reimbursing Proterra for incurred airfare, hotel, and other travel related expenses. Owner Responsibilities: Owner shall ensure the charging system installation is 100% complete and ready for power on prior to the Proterra commissioning crew's start date. This includes, but is not necessarily limited to: charging equipment shall be fully anchored and secured; electrical wiring shall be completely installed and terminated; electrical termination lugs torqued to Proterra specifications; adequate electrical power is connected and energized to Proterra charger cabinet input terminals; provide completed "Site Final Review" checklist at least three days prior to planned commissioning start date to Proterra including required supportive documentation, submittals, and images; and confirm that the appropriate local AHJ (authority having jurisdiction) representative has inspected and signed off on the project permit. As confirmation that the local AHJ has reviewed and approved the charger installation permit, the Owner shall provide to Proterra official documentation showing that the required electrical and building permit inspections and sign off have occurred prior to equipment energization and Proterra personal onsite. Page 1 Headquarters East Coast Manufacturing West Coast Manufacturing 1815 Rollins Road. Burlingame, CA 94010 1 Whitlee Court, Greenville. SC 29607 383 Cheryl Lane, City of Industry, CA 91789 www.proterra.com DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA Owner shall also provide onsite electrical qualified person support for the Proterra commissioning crew starting on the agreed upon commissioning start date through the duration of the commissioning task. This will ensure that any encountered issues regarding the charging system installation and/or any unanticipated electrical troubleshooting that is needed involving electrical distribution infrastructure, other than the Proterra charging systems, can be addressed in safe, and timely matter. Proterra' s commissioning teams are comprised of qualified commissioning technicians or journeyman electricians who have gone through extensive safety and equipment training on the Proterra charging systems. Proterra: Signature: Name: Doe Signed by: Gareth oyce Title President, Proterra Powered & Energy Date: 3/26/2021 Iowa City Transit: Signature: Name: Title Date: Page 2 Headquarters East Coast Manufacturing West Coast Manufacturing 1815 Rollins Road. Burlingame, CA 94010 1 Whitlee Court, Greenville. SC 29607 383 Cheryl Lane, City of Industry, CA 91789 www.proterra.com DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 ATTACHMENT 4: Bus and Charger Options Configurator Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PRDTERRA BUS AND CHARGER OPTIONS CONFIGURATOR Customer Iowa City Transit Number of buses 4 Bus length / model 40' ZX5 MAX Number of chargers 1 Charger Mfg / Model QTY: (3) 180kW Chargers, with QTY: (4) Single -Cable Dispensers Contract/P.O. # TBD Delivery Date TBD DESCRIPTION UNIT PRICE # OF UNITS TOTAL PRICE BUS & CONFIGURABLE OPTIONS Base bus $847,000 4 $3,388,000 Configurables $130,539 4 $522,156 Sub -Total, Customer Configured Bus: $977,539 4 $3,910,156 Warranty (12 -Yr Extended Battery Warranty) $112,000 4 $448,000 Sub -Total, Bus with Config & Warranty: $1,089,539 4 $4,358,156 CHARGING EQUIPMENT QTY: (3) 180kW Chargers, with QTY: (4) Single -Cable Dispensers $277,000 1 $277,000 Charger Commissioning (Lot Charge) $7,000 1 $7,000 Sub -Total, Charging Equipment: $284,000 1 $284,000 OTHER ITEMS Training (Standard Training Package at $0 Price) $0 $0 Manuals (Standard Manuals Package, Digital Version at $0 Price) $0 $0 Tools $5,000 $0 Parts and other service (None Selected) $0 $0 Sub -Total, Other Items: $5,000 $0 TOTAL: $4,642,156 CONFIDENTIAL Approved by: Page 1 of 8 3/26/2021 Customer: DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 Option Tracker - Bus Configuration PROTERRA OPTION TRACKER REV CO2 Customer Iowa City Transit Option Content Pricing (Per Bus): Number of buses 4 Bus Length / Model 40' ZX5 MAX Contract/P.O. n TBD Tentative Delivery Date TBD [ $130,539 Proterra Tech Spec Category Customer Selection Option Price Impact TS 9 Propulsion System (Electric) Energy Storage System X E2 Max - Six (6) HV Battery Packs, 660kWh - Only Available on the 40' Bus Incl w/ Bus Price TS 9 Electric Drivetrain X DuoPower E -Axle (Single Axle, Dual Electric Motors, Invertors, and Transmissions) $40,000 TS 9 Overhead Charging Interface X Base - None $0 TS 9 Charge Ports X Two (2) J1772 -CCS Charge Ports: (1) Curbside Rear & (1) Streetside Rear $2,565 TS 5.10 Fire Detection / Suppression X Base - Fire Extinguisher in Curb Side Storage box SO TS 25 Towing X Capable of front tow and rear ditch extraction (no rear tow) $6,189 Tow Connections X Base - Single Male Industrial fitting @ bumper and Rear SS access panel $0 TS 32.1 Wheels (22.5 x 9") X Polished Aluminum with Durabright ALCOA 896513DB $1,080 Wheel & Tire Accessories X Base - Torque Indicators, Green (Wheel Check WLCH-B) $0 X Spare Wheel - Polished Aluminum with Durabright ALCOA 896513DB - 2 SPARE PER VEHICLE $1,545 TS 32.2 Tires X Base - Michelin X InCity Energy Z LR L- 315/80R22.5 SO X Spare Tire - Michelin X InCity Energy Z LR L- 315/80R22.5 - 2 SPARE PER VEHICLE $1,307 TS 33 Steering Wheel X Base - Standard Proterra Layout (Leather 18") $0 TS 46.3 Visors / Sun Shades X Front and Side 48" (Half Solid/Half Mesh) $135 TS 46.4 Drivers Controls X 5 -Position Door Switch $675 X Add Emergency Brake Release Valve (Base has none) $7 X Special Request - Add security key in driver area, reference Switch Panel Template $225 TS 46.6 Driver Foot Controls X Adjustable Pedals $1,539 TS 47 Driver's Amenities X Cup Holder $83 X Driver Coat Hanger $30 X Two (2) Driver Controlled Dash Fans $249 TS49 Driver's Seat X Heated Seat (Reference Winter Weather Selection), included in seat cost $0 Special Request - Recaro Ergo Metro Seat with Heated Seat 8HC.QB.A91. W11 $1,395 TS 49.8 Mirrors (Exterior) X SafeFleet High Mount SS & CS Exterior Mirrors $531 TS 52 Driver's Side Window X Base - Flush Mounted, Single Slider Opening, Rocker Latch Handle, 75% Green, 5mm Tempered Glass $0 TS 53.4 Passenger Windows X Special Request - Reference Side Windows & Doors Template (3M Multilayer vandal shield) $10,118 TS 53.2 Emergency Exit (Egress) Configuration x Special Request - Reference Side Windows & Doors Template (Additional egress on CSS) Incl w/ Window TS 54 HVAC X Base - Eberspaecher 136 All Electric HVAC - R134a refrigerant, 30 kW cooling, 16 kW heating (110F to 80F in 30 min. Meets Modified Houston Pull Down) $0 Winter Weather Package X Auxiliary Heat System - diesel fuel -fired heater, streetside rear fill, aluminum tank. Click and include the Driver's Heated Seat option (TS49) when opting for the winter weather package. $20,187 TS 62 Hatches X Base - 2 x Opaque Manually Operated SO TS 66 Front License Plate Holder X Mounted on Front bumper, toward street side of bus $40 TS 69.2 Access Door Latch/Locks X Base - Square Key for Exterior Access Panels (Except the Access Panel for the Master Battery Disconnect Switch which remains unlocked) $0 TS 70.2 Bike Rack X Sportworks 2 position - DL2 - STAINLESS STEEL $1,517 TS 70.2 Bike Rack Sensor X Bike Rack Deployment Sensor (Req'd in California) $15 TS 71.1 Appearance (Exterior Graphics) X Base - Base bus gel coat in white (high -gloss finish) $0 TS 72 Decals, Numbering and Signaling X Special Request - Customer Specific Package (English/Spanish) $0 TS 75.1 Operator's Barrier X Full Enclosure (Arow Global - Fixed or Slider) $5,377 TS 75.8 Floor Covering X Altro Chroma 2.7 (Color = SIGMA) $410 TS 75.9 Interior Lighting X Base - Overhead LED Interior Lighting - White SO TS 76 Fare Collection X Mechanical and Electrical Provisions for GFI Odessy $150 TS 78 Passenger Seating x Special Request - American Seating Insight Prime+ Reference Passenger Seating Template $1,838 TS 79 Passenger Assists (Stanchions) X Special Request - All horizontal and vertical passenger assists to be stainless steel finish (no yellow coated stanchions) - Reference Passenger Assists Template - Stainless steel grab handles in front vestibule area - Reference Switch Panel & Passenger Assists Template SO TS 79.5 Overhead X Special Request - Stainless Steel subway style overhead grab handles - Reference Passenger Assists Template $1,212 CONFIDENTIAL Page 2 of 8 3/26/2021 Approved by: Customer: DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 Option Tracker - Bus Configuration PROTERRA OPTION TRACKER REV CO2 Customer Iowa City Transit Option Content Pricing (Per Bus): Number of buses 4 Bus Length / Model 40' ZX5 MAX Contract/P.O. n TBD Tentative Delivery Date TBD [ $130,539 Proterra Tech Spec Category Customer Selection Option Price Impact TS 80 Passenger Doors X Base - Ventura Pneumatic, Rear door is In -Swinging $0 X Special Request - Stainless steel grab handle & 3M multilayer vandal shield - Reference Side Windows & Doors Template $4,146 Rear Door Operation X BASE - Driver Controlled Rear Door $0 Door Safety X Base - Dual Redundant System (Sensitive Edge + Motor Feedback) $0 TS 81.1 Loading Systems for Low -Floor Bus X Lift U LU18 6:1 / 8:1 $2,436 TS 81.5 Wheelchair Accomodations X Base - 2 ADA Positions with 4 -point ADA securement system (Q'Straint) Incl. w/ Seating TS 83 Destination Signs X Base -Hanover, Amber Front - 160x17, Curb Side - 112x15, Rear - 48x15 $0 TS 84 Interior Document Holders and X Base - Add 11" Advertisment Holders $0 Exterior Advertising X Base - None $0 TS 85 Passenger Stop Request / Exit Signal X Pull Cords, Single Switch on Stanchion Forward of Rear Door $393 ADA Stop Request Signal Type X Base - Touch Pad on Seat $0 Stop Requested -Next Stop Sign X Next Stop Sign (Provided by ITS Supplier) in place of the Base "Stop Requested" sign Incl w/ ITS TS 86.1 Camera Surveillance System X Special Request Excels Mobile Video Solutions - Prewiring provisions in electronics compartment for Excels Mobile Video Solutions 6 camera system - Reference Surveillance Template - Install & route cables for all cameras - Install the Event Indication switch and route the wiring - Mounting provisions for any cameras as necessary $510 TS 86.2 Public Address System X PA functionality integrated into ITS Incl w/ ITS TS 86.3 Automatic Passenger Counter (APC) X Base - None $0 TS 86.4 ITS X Special Request Syncromatics System - OpenMDT Plus - Automated Voice Annunciator System - Interior LED Sign - Headsign Integration - Infotainment Monitor (Qty: I) $22,624 TS 86.4.4 Emergency Alarm X Special Request - Single switch to trigger both ITS and Destination Sign Incl w/ ITS TS 86.5 Voice/CB (2 -way) Radio System X Special Request - Provisions for 2 way Radio by the dash - Reference Electronics Template siso TS 86.6 Interior Passenger Display Monitors x Special Request - Infotainment Monitor to be installed above SS Wheel -well box Incl w/ ITS TS 87 Event Data Recorder X Base - None $0 TS 88 Pedestrian Turn Warning System X ADA alarm will sound with the left or right turn signal, disable switch in the drivers area. $1,508 Other X Special Request - Drivers Radio, REI ST -4000 with roof mounted AM/FM radio antenna and 2 drivers speakers mounted behind the driver $356 CONFIDENTIAL Approved by: Page 3 of 8 3/26/2021 Customer: DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 PROTERRA Option Tracker - Charger Configuration CHARGER REV CO2 Customer Iowa City Transit Option Content Pricing (Per Unit): Bus Length / Model 40' ZX5 MAX Number of chargers 1 Contract/P.O. # TBD Tentative Delivery Date TBD $284,000 Proterra Tech Spec Category Customer Selection Option Price Impact NA SAE 11772 CCS Type 1 Plug -In Chargers X QTY: (3) 180kW Chargers, with QTY: (4) Single -Cable Dispensers $277,000 NA Charger Commissioning X Charger Commissioning (Lot Charge) $7,000 CONFIDENTIAL Page 4 of 8 3/26/2021 Customer: Configuration as noted above approved by: DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 Option Tracker - Warranty Options PROTERRA WARRANTY 1 REV CO2 Customer Iowa City Transit Option Content Pricing (Per Bus): Number of buses 4 Bus Length / Model 40' ZX5 MAX Contract/P.O. It TBD Tentative Delivery Date TBD Blase a "Y" in column "G"for all applicable warranties. All Extended Warranties are designated by Orange Boxes. Any warranty coverage requested bytbecustomer not listed inthewader would be considered a"Custom Warranty" and Mould be entered at the bottom of the page with a atoll description ofroverage. For pricing see Warranty pricing sheet or contact the Warranty Manager. Note ...Emended Warranty Duration shown is added to the Standard Warranty Duration (I.E. If Standard Warranty Duration is 2 years and the customer is seeking s years of coverage you will Moose the 3 year extended warranty) Warranty Area Warranty Terms: Template Name Covered Items Type Warranty Duration Unit of Time Warranty Applicable (Indicete"Y"if Yes) Price Extended Price Auxiliary Heating System Package Auxiliary Heating System Package -2Year/100,000Std Defroster,Dustin&Auxiliary Heater, Aux. Fuel Sending Unit, Blower Fan, Thermistor Standard 2 Years Y N/C N/C Body Warranty Package Body Warranty Package - 12 Year/600,000 ltd Main Monocoque Structure & Corrosion Non -Structural Body elements of: Monocoque Body, Composite Materials Component within the Structural and Body Warranty against rust -through. Standard 12 Vears Y N/C N/C Chassis Package Chassis Package - 2 Year/100,000 ltd Anes, )teenng, Braces & Suspension, 005 Controller, Front Suspension/Axle Assy, Rear Suspension Assy, Air Bags/Shocks, Ride Height Controller, Ride Height Sensors, Air Compressor, Air Dryer, Brake Calipers, Wheel Sneed Sensors. Power Steering Dunn/Motor Standard 2 Vears Y N/C N/C Complete Vehicle (DuoPower) Complete Vehicle (DuoPower)- 1 Year/50,000 ltd Limited Warranty Standard 1 Years Y N/C N/C Control Systems Package Control Systems Package - 2 Year/100,000 Std ZR Vehicle Controller, Multiplex, Powertrain Controller, DMU%, Charge Controller, WCCM (Pantograph), Data Logger, Ride Height Controller, Body Controller, ABS Controller Standard 2 Vears Y N/C N/C HV Power Electronics & Cooling Package HV Power Electronics & Cooling Package - 2 Year/100,000 ltd VFD, DC -DC, EMP Pump, HV Junction Box, Radiator, Grayson Pump (if equipped) Standard 2 Years Y N/C N/C HVAC Package HVAC Package - 2 Year/100,000 Std Standard 2 Vears Y N/C N/C Propulsion System Package (DuoPower) Propulsion System Package (DuoPower) - 2 Year/100,000 Std Traction Motors, Traction Motor Inverter, Gear Boxes, Planetary Units, Oil Pumps Standard 2 Years Y N/C N/C Vehicle Structural Package Vehicle Structural Package - 3 Year/150,000 Std Includes the structural elements of the following: Suspension, Front & Rear, Powertrain Cradle, Including Support Members Standard 3 Years Y N/C N/C Battery Battery- State of Health - 6 Year Std Battery (ESS) -Standard State of Health— 6yr/usage per warranty document Standard 6 Years Y N/C N/C Battery Battery- State of Health - 6 Year Ext Battery (ESS) -Standard State of Health— Extended 6yr/usage per warranty document Extended 6 Vears Y f $ 112,000.00 $ 112,000.00 ADA Ramp ADA Ramo - 2 Year/100.000 Std Standard 2 Years Y N/C N/C Destination Signs Destination Signs - 2 Year/100.000 Std Standard 2 Years Y N/C N/C Door Systems Door Systems- 2 Year/100.000 Std Standard 2 Years Y N/C N/C Fire Suppression Fire Suppression - 2 Year/100.000 Std Standard 2 Years Y N/C N/C Low Voltage Power Low Voltage Power- 2 Year/100.000 Std Standard 2 Years Y N/C N/C Seats Seats - 2 Year/100,000 Std Standard 2 Years Y N/C N/C Windows Windows- 2 Year/100.000 Std Standard 2 Years Y N/C N/C Charger Depot Charger Depot - 2 Vear Std Standard 2 Years Y N/C N/C CONFIDENTIAL 3aeof n021 Customer Approved by: DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 PROTERR.A Option Tracker - Training Options TRAINING REV CO2 Customer Iowa City Transit Option Content Pricing (Per Order):I Number of buses 4 Bus Length / Model 40' ZX5 MAX Contract/P.O. # TBD Tentative Delivery Date TBD $0 Proterra Tech Spec Category Customer Selection Option Price Impact NA FSR Familiarization Coaching (Introduction to the bus) X Base - Up to 8, 2hr classes (16hrs total) $0 NA First Responder Training X Base - 1, 2-4hr class (8hrs total) $0 NA Operator Training - Depot Charge X Base - 4, 4hr classes (16hrs total) $0 NA Operator Training - On -Route Charge X Base - 3, 8hr classes (24hrs total) $0 NA Bus Maintenance Training X Option 1 3, 16hr classes (Maintenance 1, Maintenance 2, Advanced Diagnostics and Troubleshooting) *Dependant on agency's needs/availability **This option requires the same student roster for each session ***Classes are typically delivered 30 days after vehicle delivery, 120 days after vehicle delivery, and 30 days prior to the end of the 1st year of warranty respectively $0 NA Charger Maintenance Training - PCS Chargers X Base - 1, 8hr class $0 CONFIDENTIAL Page 6 of 8 3/26/2021 Customer: Configuration as noted above approved by: DocuSign Envelope ID: 31C170D6-BBB1-4573-9633-1C843B384A22 PRDT€RRA Option Tracker - Manuals Options MANUALS I REV CO2 Customer Iowa City Transit Option Content Pricing (Per Order):I Number of buses 4 Bus Length / Model 40' ZX5 MAX Contract/P.O. # TBD Tentative Delivery Date TBD $0 Proterra Tech Spec Category Customer Selection Option Price Impact NA Parts Manual X Base - Unlimited view/download access to electronic PDF on ShareFile. $0 NA Operator Manual X Base - Unlimited view/download access to electronic PDF on ShareFile. $0 NA Maintenance and Repair Manual X Base - Unlimited view/download access to electronic PDF on ShareFile. $0 NA Quick Reference Guides X Base - Unlimited view/download access to electronic PDF on ShareFile. $0 NA Electrical Schematic X Base - Unlimited view/download access to electronic PDF on ShareFile. $0 CONFIDENTIAL Page 7 of 8 3/26/2021 Customer: Configuration as noted above approved by: DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 PRDTERRA Option Tracker - Diagnostic Tools Options CONFIDENTIAL Page 8 of 8 3/26/2021 Customer: Configuration as noted above approved by: DIAGNOSTIC EQUIPMENT AND SPECIAL TOOLS REV CO2 Customer Number of buses Bus Length / Model Contract/P.O. # Tentative Delivery Date Iowa City Transit 4 40' ZX5 MAX TBD TBD Option Content Pricing (Per Order):I $5,000 Proterra Tech Spec Category Customer Selection Option Price Impact NA Proterra Diagnostic Software License X Each $5,000 CONFIDENTIAL Page 8 of 8 3/26/2021 Customer: Configuration as noted above approved by: DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 0 PROTERRA Electronics Template Scott Amlong Agency: IOWA CITY TRANSIT Email: scott-amlong@iowa-city.org Proterra Contact: Nishant Dixit ndixitPProterra.com Dated: 12.02.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org ■ Deadline; 12.02.2020 001.319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV2 Agency Technical Contact Name: Scott Amlong Phone: 319.330.8207 Email: scott-amlong@iowa-city.org SYNCROMAT1CS Custom Configuration Specifications: • Review all vendor quotes to ensure a correct and complete bill of material. Customers are not expected to verify cables or harnesses. • All 3rd party on board systems that interface with the vehicle should be included in this document. This includes but is not limited to: Intelligent transportation system (ITS), Video Surveillance, Radio etc. Vendor Name Quote Number Customer Approved Syncromatics Quote — Proterra —Iowa City_113020 Yes Which vendor(s) are required for this activity? SYNCROMAT1CS Laird Antenna (radio to be installed by ICT post -delivery) REI Drivers Radio System 16165 0 ■ Testing and Witnessing Requirements: • Proterra will, to the greatest extent possible, test equipment to ensure proper installation and operation. • Proterra will complete and execute a test plan specific to the customer configuration. • The Proterra standard is for CAD/AVL suppliers to visit Proterra facility and provide signoff on system installation and functionality. Does the customer want to witness the system testing? No Does the customer have a specific test plan that needs to be completed before acceptance? No Does the customer require a vendor to witness and complete system test? Yes Which vendor(s) are required for this activity? SYNCROMAT1CS FRM-CPM-06011, Customer Template - Electronics, REV -B02 Page 1 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 0 PROTERRA Electronics Template Eiec Provisions Agency: IOWA CITY TRANSIT Radio antenna to be installed and coax run to right side of the dash Run antenna cable to the right side of the dash. Leave enough slack to easily install the radio after delivery. Proterra Contact: Nishant Dixit ndixitru�Proterra.com Radio provisions to be provided at the right side of the dash +12V switched & Ground protected at 10A run to the right side of the dash with 2' service loop. Wires to be blunt cut, capped, and labeled. Dated: 12.02.2020 _.;.J .:60.1499 Agency Contact: Scott Amlong Scott-amlong@iowa-citv.org Deadline: 12.02.2020 )01 319 330.8207 Arena File Number # Lot/Build #: 01 Revision: REV2 Provisional Installations — Items to be installed by the Agency after taking delivery of the bus. Note: Proterra does not accept parts provided by the Agency for installation. The installation of such parts is the sole responsibility of the Agency. • For any component not included in a quote, and mechanical or electrical provisions are required, please detail the components in the table below. • Please indicate the desired level of electrical and mechanical provisions. Electrical provisions can either include unterminated or terminated wiring. Mechanical provisions can either include space allocation or mounting provisions (i.e. pre -drilled holes, weld -nuts and/or mounting brackets). • Vendor information and a contact for the vendor is required for these components. # Description Eiec Provisions Mech Provisions (Space/Mount) 1 Radio antenna to be installed and coax run to right side of the dash Run antenna cable to the right side of the dash. Leave enough slack to easily install the radio after delivery. Antenna to be procured and installed by Proterra with adequate ground plane on the roof Laird G-806-869 2 Radio provisions to be provided at the right side of the dash +12V switched & Ground protected at 10A run to the right side of the dash with 2' service loop. Wires to be blunt cut, capped, and labeled. RADIO MODEL: MOTOROLA MOTOTRBO XPR 4580 FRM-CPM-06011, Customer Template - Electronics, REV -B02 Page 2 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 ® PROTERRA Electronics Template Change Description Agency: IOWA CITY TRANSIT Note: This document is intended to provide information to minimize design changes at the formal Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. REV1 Proterra Contact: Nishant Dixit ndixit@Proterra.com 11/03/2020 Dated: 12.02.2020 323 30.1 X99 Agency Contact: Scott Amlong scott-amlong@iowa-citv.org Deadline: 12.02.2020 001.319.330.8207 Arena File Number # Lot/Build If: 01 Revision: REV2 Agency Representative: 5e'iii (Print)W�' (Sign) \R C f X/ T Change Description Created By Date: if Jit/wz ) Note: This document is intended to provide information to minimize design changes at the formal Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Sales Force #'s , Rev Change Description Created By Date ECR-# REV1 Initial Release N. DIXIT 11/03/2020 REV2 Revised Syncromatics quote to include infotainment monitor N. DIXIT 12/02/2020 FRM-CPM-06011, Customer Template - Electronics, REV -B02 Page 3 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 igij PROTERRA Video Surveillance System — 001 Agency: IOWA CITY TRANSIT 319.330.8207 Email: Proterra Contact: Nishant Dixit ndixit@Proterra.com 30 ft !: Middle Front to Rear Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amiong scott-amlong@iowa-city.org 11.06.2020 001.319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 Agency Technical Contact Name: Scott Amlong Phone: 319.330.8207 Email: scott-amlonR@iowa-city.org H: Rear Door Please indicate desired camera placements (40ft): Camera locations selected by 1CT are shown with 0 Note: If a desired location is not represented on the pictures above, please indicate a location on the picture and provide a brief description of the view in the table on the next page, this will be subject to Proterra engineering approval. Camera Cable Length Guide Location Suggested Cable Length (Feet) F: Rear to Front 45 ft G: Middle to Rear 45 ft H: Rear Door 30 ft !: Middle Front to Rear 15 ft L: Front Door 15 ft N: Forward Road 20 ft FRM-CPM-06015, Customer Template - Video Surveillance (40'), REV -B02 Page 1 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 0 PRDTERRA Video Surveillance System — (40') Agency: IOWA CITY TRANSIT IR 5029 G: Middle to Rear Proterra Contact: Nishant Dixit ndixitPProterra.com IR 5029 J: Middle Front to Rear Dated: 11.03.2020 323.x'60 1499 Agency Contact: Scott Amlong scott-am1ong(a7iowa-citv.org N: Forward Road HD 6029 Deadline: 11.06.2020 001.319.330.8207 Arena File Number # S: Driver Lot/Build #: 01 Revision: REV1 Please indicate which camera location goes with which vendor part number or part description. Exterior Location Vendor P/N or Description A: Streetside Front to Rear B: Streetside Rear to Front C: Curbside Rear to Front D: Curbside Front to Rear E: Rear View Interior Location Vendor P/N or Description F: Rear to Front IR 5029 G: Middle to Rear IR 5029 H: Rear Door IR 5029 J: Middle Front to Rear HD IR 6029 1: Front Door IR 5029 M: Front to Rear N: Forward Road HD 6029 P: CS Wheel Well to Rear R: Driver S: Driver CUSTOMER REQUEST: - Customer requires only pre -wiring for the surveillance system - Customer requests we provide mounting provisions for the cameras as well - Customer requires installation of the Event Marker module on the switch panel FRM-CPM-06015, Customer Template - Video Surveillance (401), REV -B02 Page 2 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 gl PROTERRA Video Surveillance System — (40') Agency: IOWA CITY TRANSIT ICT11102020 ECR-# Proterra Contact: Nishant Dixit ndixit@Proterra,com N. DIXIT 11/03/2020 Dated: 11.03.2020 323.360.14c_49 Agency Contact: Scott Amlong scott-amlonR@iowa-city.org 11.06.2020 001.319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 , Customer Configuration Specifications: • Review ail vendor quotes with the customer to ensure a correct and complete bill of material. Customers are not expected to verify cable or harness length. Vendor Name Quote Number Customer Approved Excels Mobile Video Solutions ICT11102020 ECR-# Testing and Witnessing Requirements: • For full system installations Proterra will provide screenshots from each camera view to the customer inspector for approval. • For any system commissioning requirements beyond this please detail below Does the customer have a specific commissioning test plan that needs to be completed before acceptance? No Does the customer require the vendor to witness and complete system commissioning? No Which vendor(s) are required for this activity? ECR-# Does the customer require their inspector to witness system testing? No Agency Representative: (Print) -1.511-- 4,1d,, (Sign) �•�: kli ' i Date: d/ �z ZQxl Note; This document is intended to provide information to minimize design changes at the formal Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Sales Force #'s Rev Change Description Created By Date ECR-# REV1 INITIAL RELEASE N. DIXIT 11/03/2020 FRM-CPM-06015, Customer Template - Video Surveillance (40'), REV -B02 Page 3 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9833-1 C843B384A22 PROTERRA Passenger Seating Template (35' / 40') Agency: IOWA C ITV TRANSIT Revision: REV2 Proterra Contact: Nishant bixit NDixit@Proterra.com 323.360.1499 ' Dated: 12.02.2020 Agency Contract: Contact Name [Contact@Agency,gav) 001.864.123.4567 Deadline- 12.02,2020 Arena File Number 8: TBD Lot / Build p: 1 Platform: 40' Layout Image: E Select the platform length 135' or 40'1 'Trid LiElfFII L~. • [Please copy and paste layout image If available] Vendor Model 'A' ADA Securement Hip -to -Knee rfF�Fi a s. USSC STANDARD LAYOUT OPTIONS LAYOUT 'B' LAYOUT 'C American Seating Gemini SSC LAYOUT 'D' American Seating Gemini 4pt - Floor Mounted VPRO- Insight Prime inimum 26.75" 40 - oor Mounted A.R.M. Belts Minimum 26.75" 40 ' .'nt 0.'Pod Minimum 26.75" 40 o'mum 26.75" 40 Seat Inserts in 0 i1 0 - BASE - Customer Characteristics Table Vendor: Model: American Seating Insight Prime+ # of Passengers: OS Restraint System: Opt- Floor Mounted A.R.M. 5/5 Restraint System: Stop Request Signal Type: Placard Languages: ADA Logo on Seats: Armests on Flip -Up Seats: Slim F6p-Up Seats: Flip -Up Locking Position: Seat Module Color: Back Panel Color: ADA Barrier Color: Grab Rails: Longitudinal Seat Armrests: Upholstered or Cosmetic: Cosmetic Insert Color: USBs: Docket 90 Compliant: Anti -Vandalism: Anti -Microbial: Drain Holes: Aux Heat Spacing: 4pt - Floor Mounted A.A.M. Touch Pad English -Spanish No Yes No Lock Up and Down 980 - Grey 980C - Grey 980C - Grey Plastic (Matched to Seat) Plastic w/ Plastic insert Cosmetic 2283 - Red No No No No No Yes FMR -CPM -06004, Customer Template - Passenger Seating (35'+40'), Rev B01 1 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Additional Comments / Specical Requests: Customer Approval Block: Agency Representative: (Print / Sign) Date: tbz_juzi Note: This document is intended to provide information mininzellidesign changes at the for resign Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Salesforce LPs 1 Rev Change Description Created By Date ECR-# REV1 INITIAL RELEASE N. DIXIT 11/3/2020 REV2 CHANGED INSERT COLOR TO 2283 -RED N. DIXIT 12/2/2020 FM R -CPM -06004, Customer Template - Passenger Seating (35'+40'), Rev BOl 2 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 ittl PRDTERRA Switch Plate Layout Y Scott Amlong Agency: Proterra Contact: IOWA CITY TRANSIT Nishant Dixit NDixit@Proerra.com Email: scott-amlongt Iowa-city.org 11.03.2020 323.360.1499 Agency Contact: g y Scott Amlong scott-amlongPiowa-city.org Deadline: 11.06.2020 001.319.330.8207 Arena File Number # ' Lot/Build #: 01 Revision: REV1 Agency Technical Contact Name: Scott Amlong Phone: 319.330.8207 Email: scott-amlongt Iowa-city.org PROTERRA - STANDARD SWITCH PLATE LAYOUT Figure 1: All Switch Plates FRM-CPM-06018, Customer Template - Switch Plate - H, REV -B03 Page 1 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 0 PROTERRA Switch Plate Layout Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit NQixit(a�Proterra.com Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Deadline: 11.06.2020 001.319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 LVD OVERRIDE E OFF \J (PT OFFFI k GH HIGH DRIVER'S DASH SWITCH PLATES MASTER SWITCH OFF INSTRUMENT CLUSTER SELECTION: HIGH DRIVER FAN DEFROST HEAT DEFROST FAN L. MIRROR ADJUST R. MIRROR ADJUST WIPERS ❑ LUCERIX MIRRORS PRIMARY: MILE SECONDARY: KILOMETER PRIMARY: KILOMETER SECONDARY: MILE tes OFF • HIGH DRIVER LIGHT INTERIOR LIGHT RIDE HEIGHT 1 RAMP ENABLE ADA RAMP 1 KNEEL ❑ OVERHEAD CHARGE FRM-CPM-06018, Customer Template - Switch Plate - H, REV -B03 Page 2 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 rwg) PRDTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # Switch Plate Layout IOWA CITY TRANSIT Nishant Dixit NDixit(WProterra.com 323.360.1499 Scott Amlong scott-amlong@iowa-city.org 001.319.330.8207 Lot/Build #: Dated: Deadline: 11.03.2020 11.06.2020 01 Revision: REV1 ® CUP HOLDER DVR Event Marker Switch (Excels Mobile) Security Key Switch DRIVER'S SIDE CONSOLE SWITCH PLATES • • 0 El Replace with Crowd Alarm Switch 5 -POSITION DOOR SWITCH DRIVER HEAT SWITCH (Aux Heat) PEDAL ADJUST SWITCH ® DASH FANS SWITCH (x2) • No Speaker Select Switch (done through Syncromatics) • 2 dash fan switches, left and right fan. • Pedal adjust switch moved over one position. • Add crowd alarm switch in place of rear door enable switch • Add drive disable security key to rear panel. PARKING BRANS E/A SWITCH (Covert to Destination Sign) ll Move to radio cabinet Figure 3: Side Switch Plate, Lower Switch Plate, Rear Switch Plate DVR Event Marker Switch: If an alternate location for the event marker switch is required, please check box below. Cl Customer Provided Location • If this option is selected, please have customer mark the intended location on the images provided above E/A Covert Switch: If an alternate location for the EA switch is required, please check box below 0 Customer Provided Location • If this option is selected, please have customer mark the intended location on the images provided above 0 Cbntlgunble leshown in Hghtblue, it NIA/A the se locations --- will betiliedw5Ablank tap FRM-CPM-06018, Customer Template - Switch Plate - H, REV -B03 Page 3 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 PROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # Switch Plate Layout IOWA CITY TRANSIT Nishant Dixit NDixit@Proterra.com 323 360.1499 Scott Amlong scoff-amlong@iowa-city.org 0111 319.330.8207 Lot/Build #: 01 Grab handles to be stainless steel finish instead of yellow powder coated Dated: Deadline: Revision: DASH FANS 11.03.2020 11.06.2020 REV1 BASE 118"] 2 SPOKE (20" j ❑ 4 Switch Configuration High Beam PA Control Left Turn Signal Right Turn Signal 0.1 FRM-CPM-06018, Customer Template - Switch Plate - H, REV -803 NON-ADJUSTABLE ❑ ADJUSTABLE DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 gl PROTERRA Switch Plate Layout Switch Location Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit NDixit@Proterra.com Dated: 11.03.2020 323.360.1499 Agency Contact: g y Scott Amlong scott-amlong@iowa-city.org Deadline: 11.06.2020 001.319.330.8207 Arena File Number # Lot/Build It: 01 Revision: REV1 If additional switches or changes are requested, please note the location on the switch plates shown above, fill -out the table below, and include wording for the label in the description. Subject to approval by Proterra engineering. 4 Tumbler P05.1 KEY CODE N0. STAMPED THIS 510E, LOGO ON OPPO5IIE SIDE .220 (5.591 '.361) <9,14) 1.116 128,35) KEY SHOWN IN P05.1 �II 115-B-1 (2,92) 3/4-24 UN5 THD. (r1uT INCLUDED) .325 TYP. (9,26) ■�._. IIhIIlV11iIP�� �� I� T _ hlll1111111i��[a�1 ri� (163113) ACR055 SLATS 065 2PL -� 130 1,557 (3,30) LOCK MAY BE SUPPLIED WITH SLOTS IN THIS LOCATION AT MFR'S OPTION. Drive Disable Security Switch Part Number H101132F2WCNQ: 22'30' 90' .110 3PL 12,79) .031 3PL T0,79) • Switch and Lock Function H10113: Single Pole, 90 degree index, keypull pos. 1 • Keying 2: Two (2) nickel plated brass keys (4 tumbler) • Lock Type F: 4 tumbler lock with detent • Lock Finish 2: Stainless steel facing • Terminations WC: wire leads • Mounting Style: N Lock nut • Contact Material: QSilver • Key Number: A126 .(17,760)700 010. NOTE: Lock must be positioned such that the vehicle is drivable when the key is in position 2 and facing parallel with the vehicle. # Switch Label Switch Location (Ex. 2 Switch TsPosition} (Ex. Maintained vs Momentary} Vendor Part Number FRM-CPM-06018, Customer Template - Switch Plate - H, REV -B03 Page 5 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 10 PRDTERRA Switch Plate Layout Note: This document is intended to provide information to minimize design changes at the formal Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Agency: IOWA CITY TRANSIT ECR-# REV1 Proterra Contact: Nishant Dixit NDixit@Proterra.com 11/03/2020 Dated: 11.03.2020 323.360.1499 Agency Contact Scott Amlong scott-amlong@iowa-city.org Deadline: 11.06.2020 001.319..330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 Agency Representative: {Print) DA�y� ld�u (Sign),,�- Date: 0/1/2/2.07 I Note: This document is intended to provide information to minimize design changes at the formal Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Sales Force #'s Rev Change Description Created By Date ECR-# REV1 INITIAL RELEASE N. DIXIT 11/03/2020 FRM-CPM-06018, Customer Template - Switch Plate - H, REV -803 Page 6 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 0 PRDTERRA Driver's Overhead Plate Agency: IOWA CITY TRANSIT 319.330.8207 Email: Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Deadline: 11.06.2020 001.319.330.8207 Arena File Number # TBD Lot/Build #: 01 Revision: REV1 Agency Technical Contact Name: Scott Amlong Phone: 319.330.8207 Email: Scott-amlong@iowa-city.org Proterra 40ft Driver's Overhead Plate Proterra standard equipment on overhead panel • Standard 3" Driver's Conditioned Air Ducts (QTY: 2) * Standard HVAC Control Unit FRM-CPM-06010, Customer Template - Driver Overhead Plate — H, REV -B02 Page 1 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 PROTERRA Driver's Overhead Plate Agency: IOWA CITY TRANSIT Proterra Contact Nishant Dixit ndixit@Proterra.com Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Deadline: 11.06.2020 001.319.330.8207 Arena File Number # TBD Lot/Build #: 01 Revision: REV1 Please Sketch Any Desired Custom Configurations on Drawing Provided: FRM-CPM-06010, Customer Template - Driver Overhead Plate — H, REV -B02 Page 2 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 0 PROTERRA Driver's Overhead Plate Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Deadline: 11.06.2020 001.319.330.8207 Arena File Number # TBD Lot/Build #: 01 Revision: REV1 Please indicate the preferred location (1, 2, 3) for driver's interface systems (Mobile Data Terminal or equivalent). If alternate location is desired, please indicate below. Additionally, please indicate the desired location for other driver's interface devices (Radio, Fare Collection, Card reader etc...) Preferred location for Syncromatics MDT Preferred location for farebox OCU These grab handles to b stainless steel finish stead of.+owder co•t- FRM-CPM-06010, Customer Template - Driver Overhead Plate — H, REV -B02 Page 3 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 0 PROTERRA Driver's Overhead Plate Agency: IOWA CITY TRANSIT QTY 1 Proterra Contact: Nishant Dixit ndixit@Proterra.com OH Panel 1 Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-citv.org 3 REI Deadline: 11.06.2020 001.319.330.8207 Arena File Number # TBD Lot/Build #: 01 Revision: REV1 Customer Configuration Specifications: • Fill out the table below for devices and components that the driver will interface with. Please include a description (ex. Radio, MDT, Fire Suppression Module), the desired location (ex. Overhead plate, CS Dash), and the vendor. # Vendor Description Location QTY 1 Hanover ERIC+ Sign Controller OH Panel 1 2 REI CD -3000 AM/FM Radio OH Panel 1 3 REI 5" Dual Cone Speakers #760663 Behind Driver's Seat 2 4 REI Flexible AM/FM Radio Antenna or Sharkfin #210145 Roof Mount 1 5 Laird G-806-896, Y4 Wave Antenna Roof Mount 1 Agency Representative. (Print)00rYj� Date: 11/1/1/z07,0 (Sign) J Created By Date ,11' REV1 INITIAL RELEASE Note: This document is intended to provide information to minimize design changes at the formal Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Sales Force #'s Rev Change Description Created By Date ECR-# REV1 INITIAL RELEASE N. D1XIT 11/03/2020 FRM-CPM-06010, Customer Template - Driver Overhead Plate — H, REV -B02 Page 4 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 0 PROTERRA Side Windows & Doors (40') Agency: IOWA CITY TRANSIT 319.330.8207 Email: Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Special Request: Deadline: 11.06.2020 001.319.330.8207 Arena File Number II X Lot/Build if: 01 Revision: , REV1 Agency Technical Contact Name: Scott Amlong Phone: 319.330.8207 Email: scott-amlong@iowa-city.org Proterra 40ft Catalyst Side Windows Driver's Window Request Light Transmittance Standard — 75% Green X Special Request: Material Standard — 5mm Tempered Glass X Special Request: Side Windows Request Light Transmittance Standard — 50% Gray X Special Request: Material Standard — 5mm Tempered Glass X Special Request: Serviceability Standard — Non -Serviceable X Special Request: Window Decal Location Standard - If vandal shields are used, decals are attached to the vandal shield X Special Request: Special Requests Standard — None X Note: Windows are manufactured by Arow Global Inc. FRM-CPM-06014, Customer Template - Side Window & Door (40'j, REV -B02 Page 1 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 ® PRDTERRA Side Windows & Doors (40') Agency: IOWA CITY TRANSIT Vandal Shield Y Proterra Contact: Nishant Dixit ndixitCa7Proterra.com n/a N Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-citv.org Deadline: 11.06.2020 001.319.330.8207 Arena File Number# Lot/Build #: 01 Revision: REV1 Standard: Option: Request: N Egress n/a N Vandal Shield Y N Tip -In n/a N Dest. Sign N N Egress N N Vandal Shield Y N Tip -In N Y Egress Y N Vandal Shield Y N Tip -In N N Egress N N Vandal Shield Y N Tip -In N Y Egress Y N Vandal Shield Y N Tip -In N N Egress N N Vandal Shield Y N Tip -In N Y Egress Y N Vandal Shield Y N Tip-ln N N Egress N N Vandal Shield Y N Tip -In N FRONT SS2 SS3 Egress SS4 SS5 Egress SS6 Egress CS2 Egress CS3 CS4 Standard: Option: Request: Y Dest. Sign Y N Egress N N Vandal Shield Y N Tip -In N Y Egress V N Vandal Shield Y N Tip -In N N Egress N N Vandal Shield Y N Tip -In N N Egress N N Vandal Shield Y N Tip -In N N Egress Y N Vandal Shield Y N Tip -In N N Egress N N Vandal Shield Y N Tip -In N FRM-CPM-06014, Customer Template - Side Window & Door (40'), REV -802 Page 2 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 tJ PRDTERRA Side Windows & Doors (40') Agency: IOWA CITY TRANSIT X Proterra Contact: Nishant Dixit ndixit@Proterra.com Ventura Electric In -swinging Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Special Request: Light Transmittance: % Color: Thickness: mm Tempered/Laminated: X Deadline: 11.06.2020 001,319.330.8207 Arena File Number # Standard - Yellow Lot/Build #: 01 Revision: REV1 Proterra 40ft Catalyst Doors Entrance Door Request Door Type Standard — Ventura Pneumatic In -swinging X Ventura Electric In -swinging Ventura Electric In -swinging Glass Type Standard —4mm tempered, Clear 90% L.T. X Glass Type Special Request: Light Transmittance: % Color: Thickness: mm Tempered/Laminated: X Special Request: Light Transmittance: % Color: Thickness: mm Tempered/Laminated: Grab Handle Color Standard - Yellow Grab Handle Color Special Request: Stainless Steel X Special Request: Stainless Steel X Vandal Shield Standard - None X 3M Multilayer Special Request: Special Request Standard - None X Exit Door Request Door Type Standard—Ventura Pneumatic In -swinging X Ventura Electric Plug Slide (outward sliding) Ventura Electric In -swinging Glass Type Standard — 4mm tempered, Parsol Gray 56% L.T. X Special Request: Light Transmittance: % Color: Thickness: mm Tempered/Laminated: Grab Handle Color Standard —Yellow (no grab handles on plug doors) Special Request: Stainless Steel X FRM-CPM-06014, Customer Template - Side Window & Door (40'), REV -B02 Page 3 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9833-1 C843B384A22 ® PRDTERRA Side Windows & Doors (40') Agency: IOWA CITY TRANSIT 3M Multilayer X Proterra Contact: Nishant Dixit ndixitC�Proterra.com N. DIXIT 11/03/2020 Dated: 11.03.2020 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Aluminum Shield on Bottom Half Deadline: 11.06.2020 001,319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 Vandal Shield Standard — None Date: rc iighow Note: This document is intended to provide information to minimize design changes at the formai Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. 3M Multilayer X REV1 Special Request: N. DIXIT 11/03/2020 Kick Panel Standard — None Aluminum Shield on Bottom Half Special Request: Stainless Steel on Bottom Half X Contactless Passenger Protection Standard — None X Ventura VIP IR Sensor Passenger Control Standard — None X Ventura VIP IR Sensor "Wave to Open" Push Buttons Interior Only Push Buttons Interior and Exterior Special Request Standard — None X **Push buttons and VIP sensor wave to open are mutually exclusive. Agency Repr senta (Print) o (Sign) ive: B4? (� / r P / Date: rc iighow Note: This document is intended to provide information to minimize design changes at the formai Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Sales Force #'s Rev Change Description Created By Date ECR-tt REV1 INITIAL RELEASE N. DIXIT 11/03/2020 FRM-CPM-06014, Customer Template - Side Window & Door (40'), REV -B02 Page 4 - Select the platform length [35' or 40] E Select the door type [In -Swinging or Plug Slide] DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA ® Passenger Assists Template (35' / 40') Agency: IOWA CITY TRANSIT Revision: REV2 Proterra Contact:Nishant Dixit NDixit@Proterra-cam 323.360.1499 Dated: 12.02.2020 Agency Contract: Contact Name [Contact@Agency.gov] 001-864.123.4567 Deadline: 12.02.2020 Arena File Number #:[ File Number ] Lot / Build 4: 01 Platform: 40' Door Type: In -Swinging Standard Layout Image: Standard Proterra Stanchion Kit: 3 All assists are 180 grit polish, with the exception of the vertical stanchion at the rear door which is powder coated yellow (RAL -1023) Horizontal Assist Height (from Standing Floor): 4 Lower Floor = 72.5" 4 Upper Floor 65" 4 (6) Gray- Extruded Nylon Grab Straps [w/ metal knuckle] 4 (1) Stop Request Button - installed on the yellow vertical stanchion forward of the rear door. (2) Modesty Panels [provided at the transition from the lower floor to the upper floor] 4 Tubing and Fittings are powder coated yellow [RAL -1023] 4 Insert panels are 3/8" Kydex T material with Matrix Gray [453424] appearance E- Enter 'X' into this box to select Proterra's Standard offering [table will autopopulate] x FMR -CPM -06003, Customer Template - Passenger Assists (35'+40'), Rev B01 1 Customer Characterist[cs Table Grab Straps Stanchions Vertical Asslsts tower Floor: 180 Grit Polish Upper floor: 180 Grit Polish Horizontal Asslsts Lower Floor: 180 Grit Polish Upper Floor: 180 Grit Polish Stop Request Stanchion (Rear Door]: -- — 180 Grit Polish Strap Type [Extruded or Woven]: Spring Action Subway Style Grab Handle Number of Straps: 6 Color: Stainless Steel Collars Required (Y/N): No J? w Tu oa AAdditional Tubing / Fitting Color: 180 Grit Polish Insert Panel Color: Matrix Gray [853424] Modesty Panel Forward of Rear Door: No Polycarbonate Windscreen(s): Not Required a ,° ' Button at Rear Door: Yes 4 of Additional Buttons: None Location of Additional Buttons: N/A FMR -CPM -06003, Customer Template - Passenger Assists (35'+40'), Rev B01 1 Additional Comments/ Special Rquests: O t 1 aid DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 1. Front entrance handrail required with 180 Grit Polish. NO YELLOW POW DERCOAT. 2. Infotainment monitor from 5yncromatics to be installed above 55 Wheel -well box. Customer Approval Block: Agency Representative: (Print / Sign) Date: Note; This document is intended to provide information t minimize design changes at the {Jrmal Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Salesforce #'s Rev Change Description Created By Date ECR-# REV1 INITIAL RELEASE N. DIXIT 11/3/2020 REV2 ADDED LOCATION FOR INFOTAINMENT MONITOR N. DIXIT 12/2/2020 FM R -CPM -06003, Customer Template - Passenger Assists (35'+401, Rev B01 2 DocuSion Envelope ID: 31 C170D6-BBB1-4573-9833-1 C843B384A22 40' Platform Interior Decal Layout [English/Spanish] PROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 Scott Amlong scott-amlongPiowa-city.org 001.319.330.8207 Lot/Build #: Dated: Deadline: 01.19.2021 01.20.2021 01 Revision: REV1 Table of Contents 40' Platform [English / Spanish] ITEM # PART NUMBER DESCRIPTION QTY 10 017408 PLACARD, UNNECESSARY CONVERSATIONS 1 20 017409 PLACARD, BUS DRIVERS CARRY NO CASH OR COINS 1 30 017427 PLACARD, EMERGENCY EQUIPMENT 1 40 017410 PLACARDS, FIRE EXTINGUISHER 1 50 039885 DECAL, PROHIBITED ITEMS / ACTIVITIES 1 60 017472 PLACARD, EMERGENCY DOOR RELEASE 2 70 017404 DECAL, WATCH YOUR STEP, ENG/SP 3 80 008324 DECAL,WHEELCHAIR SECUREMENT 2 90 008700 DECAL, PRIORITY SEATING, ENG/SP 2 100 008698-001 DECAL, WATCH YOUR STEP, VERTICAL (BLACK ON CLEAR) 2 110 008699-001 DECAL, PISE CON CUIDADO, VERTICAL (BLACK ON CLEAR) _..1..]2 120 007271 DECAL, WATCH YOUR HEAD, WHITE TEXT ON RED 2 130 017704 DECAL, DO NOT TOUCH, VERTICAL 4 140 006946 DECAL, EMERGENCY EXIT, WINDOW, BILINGUAL 4 150 018904 DECAL, EMERGENCY EXIT 5 160 017856 DECAL, EMERGENCY EXIT, REAR DOOR 5 170 018892 DECAL, WINDOW AHEAD, EMERGENCY EXIT 6 Special Request: Customer requests decal having red background with white lettering FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 Page 1 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 40' Platform Interior Decal Layout [English/Spanish] PROTERRA Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit ndixit@Proterra.com 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org 001.319.330.8207 Arena File Number # Lot/Build #: 01 Dated: Deadline: Revision: Item #10 - PLACARD, UNNECESSARY CONVERSATIONS / Item #20 - PLACARD, BUS DRIVERS CARRY NO CASH OR COINS 01.19.2021 01.20.2021 REV1 UNNECESSARY CONVERSATION WITH OPERATOR IS PROHIBITED BY LAW CONVERSACION INNECESARIA CON EL OPERADOR ES PROHIBIDO POR LA LEY PN: 017408; PLACARD, UNNECESSARY CONVERSATIONS FRM-CPM-06021, Customer Template - Interior Decals - EN" ES (40') - H, REV -A03 BUS DRIVERS CARRY NO CASH OR TOKENS CONDUCIORES DE AUtO8US IVCItfVAN DiNFRO CI FiCHAS PN: 017409; PLACARD, BUS DRIVERS CARRY NO CASH OR COINS Page 2 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 fD PROTERRA 40' Platform Interior Decal Layout [English/Spanish] Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 01.19.2021 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-citv.org Deadline: 01.20,2021 001.319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 Item #30- PLACARD, EMERGENCY EQUIPMENT/ Item #40 - PLACARD, FIRE EXTINGUISHER PN: 017410; PLACARD, FIRE EXTINGUISHER FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 FIRST AID KIT AND EMERGENCY EQUIPMEN INSIDE THIS COMPARTMENT PN: 017427; PLACARD, EMERGENCY EQUIPMENT Page 3 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 Scott Amlong Scott-amlong@iowa-city.org 001.'19.330.8207 Dated: Deadline: 01.19.2021 01.20.2021 Lot/Build #: 01 Revision: REV1 Item #50 — DECAL, PROHIBITED ITEMS / ACTIVITIES is F+ranro . .0-.1s,SA t*, V0576. J Ha Piepng o7 Snund EgUpnal: PIe 00 Stand Sch'Lnd Lne S♦eculy Cam was •n Operaadl 1�l�.Ka Si s[�lk JL4.) PN: 039885; DECAL, PROHIBITED ITEMS / ACTIVITIES SECTION A -A FRM-CPM-06021, Customer Template - Interior Decals - EN' ES (40') - H, REV -A03 Page 4 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 PRGTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 Scott Amlong scott-amlong@iowa-citv.org 001.319.330.8207 Item #60 — PLACARD, EMERGENCY DOOR RELEASE EMERGENCY DOOR 1. BREAK COVER 2. TURN KNOB 3. PULL DOOR PN: 017472; PLACARD, EMERGENCY DOOR RELEASE Lot/Build #: 01 Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 CURBSIDE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN—ES (40') - H, REV -A03 Page 5 a 1• ", ras a •' ep".o cc gfrA.1 '. swim= x��h7� E I. CURBSIDE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN—ES (40') - H, REV -A03 Page 5 Agency: Proterra Contact: Agency Contact: Arena File Number # DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 Scott Amlong scott-amlong@iowa-city.org 001.319.330.8207 Item #70 — DECAL, WATCH YOUR STEP, ENG/SP WATCH YOUR STEP Precaucion al Subir PN: 017404; DECAL, WATCH YOUR STEP, ENG/SP FRM-CPM-06021, Customer Template - Interior Decals - EN—ES (40') - H, REV -A03 Lot/Build #: 01 Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 Page 6 DocuSian Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 1' ` PROTERRA 40` Platform Interior Decal Layout [English/Spanish] Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 01.19.2021 323.360.1499 Agency Contact: Scott Amiong Scott-amlong@iowa-city.org Deadline: 01.20.2021 001.319.330.8207 Arena File Number # 1M lull, NM _ Lot/Build #: 01 Revision: REV1 Item #80 — DECAL, WHEELCHAIR SECUREMENT / Item #90 — DECAL, PRIORITY SEATING, ENG/SP WHEELCHAIR SECUREMENT LOCATION V wan, par . ..aqur.r au .rva de rv.d. PN: 008324; DECAL,WHEELCHAIR SECUREMENT NOTE: QUANTITY AND LOCATION OF THESE DECALS VARIES BASED ON SEATING CONFIGURATION 1111 1.111 r."+1�Iiwl - 1_I_II_t1+s�� STREETSIDE OF Bus PRIORITY i a L!� , ' 'l I 1M lull, NM _ ---"-- - PRIORITY SEATING FOR SENIORS AND DISABLED Fri snnas Mayurrlr In, ny.sr .1 rIp. Arms ,...Ami n. PN: 008700 ; DECAL, PRIORITY SEATING, ENG/SP NOTE: QUANTITY AND LOCATION OF THESE OECALS VARIES BASED ON SEATING CONFIGURATION CURBSIDE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 Page 7 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 40' Platform Interior Decal Layout [English/Spanish] PROTERRA Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit ndixit@Proterra.com 323.360.1499 Agency Contact: Arena File Number # P I S E c 0 N c u I D A D 0 PN: 008699-001; DECAL, PISE CON CUIDADO, VERTICAL Scott Amlong scott-am{ong@iowa-city.org 1101 319.330.8207 Lot/Build #: Item #100 / Item #110 — DECAL, WATCH YOUR STEP, VERTICAL NOTE: FRONT AND REAR USE DIFFERENT LANGUAGES 01 Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 W A T c H Y 0 u R s T E P PN: 008698-001; DECAL, WATCH YOUR STEP, VERTICAL Special Request: Customer requests the decals to be red color background with white lettering. See picture on next page. FRM-CPM-06021, Customer Template - Interior Decals - EN' ES (40') - H, REV -A03 Page 8 Docu FRM-CPM-06021, Customer Template - Interior Decals - EWES (40`) - H, REV -A03 Page 9 © PROTERRA 40' Platform Interior Decal Layout [English/Spanish] Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 01.19.2021 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Deadline: 01.20.2021 001.319.330.8207 I Arena Fife Number # Lot/Build #: 01 Revision: REV1 FRM-CPM-06021, Customer Template - Interior Decals - EWES (40`) - H, REV -A03 Page 9 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 40' Platform Interior Decal Layout [English/Spanish] Scott Amlong scoff-amlong@iowa-city.orR 001.319.330.8207 Dated: Deadline: 01.19.2021 01.20.2021 Lot/Build #: 01 Revision: REV1 Item #120 — DECAL, WATCH YOUR HEAD, WHITE TEXT ON RED STREETSIDE OF Bus WATCH YOUR HEAD PN: 007271; DECAL, WATCH YOUR HEAD, WHITE TEXT ON RED FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 CURBSIDE OF Bus Page 10 rt 's iiiire' o I k L lac' 111 IliaIlia WATCH YOUR HEAD PN: 007271; DECAL, WATCH YOUR HEAD, WHITE TEXT ON RED FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 CURBSIDE OF Bus Page 10 DocuSign Envelope ID: 310170D6-BBB1-4573-9833-1C843B384A22 i PROTERRA 40' Platform Interior Decal Layout [English/Spanish] Agency: Proterra Contact: Agency Contact: Arena File Number # PN; 017704; DECAL, DO NOT TOUCH, VERTICAL IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 Scott Amlong scott-amlongC iiowa-citv.org 001.319.330.8207 Item #130 - DECAL, DO NOT TOUCH, VERTICAL [-Lot/Build It: 01 Dated: Deadline: Revision: CURBSIDE OF Bus NOTE: DECAL TO BE APPLIED (2) PER POLE 01.19.2021 01.20.2021 REV1 PN: 017704; DECAL, DO NOT TOUCH, VERTICAL LRM -CPM -06021, Customer Template - Interior Decals - EN -ES (40`) - H, REV -A03 Page 11 Agency: Proterra Contact: Agency Contact: Arena File Number # DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 PRcTERRA 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 Scott Amlong scott-amlong@iowa-city.org 001.319.330.8207 Lot/Build #: 01 Item #140 - DECAL, EMERGENCY EXIT, WINDOW, BILINGUAL EMERGENCY EXIT SALIOAEMERGENCIA PULL DOWN HANDLE B HOLO ROSH WIHOOW AT BOTTOM rot.* -T DttIHIa ,M 0.5.0 +�L�1if cue frtrilit u YEN/ANNA {YV*RA PN: 006946; DECAL, EMERGENCY EXIT, WINDOW, BILINGUAL NOTE: LLUAIITlTY AND LOCATION THESE DECALS VARIES BASED ON WINDOW CONFIGURATION Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 STREETS/DE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 Page 12 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 i PROTERRA 40' Platform Interior Decal Layout [English/Spanish] Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 01.19.2021 323.360 1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org 01.20.2021 001.319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 Item #140 — DECAL, EMERGENCY EXIT, WINDOW, BILINGUAL EMERGENCY EXIT SAi1DA EMERGENCIA PULL DOWN HANDLE 1 HOLD PUSH WINDOW AT BOTTOM iS}MA/ f ortma MANGO W DiR\S OVE AWNmN iA EMahw, FIUFIA PN: 006946; DECAL, EMERGENCY EXIT, WINDOW, BILINGUAL NOTE: QUANTITY AND LOCATION OF THESE DECALS VARIES BASED ON WINDOW CONFIGURATION k CURBSIDE OF BUS FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (401) - H, REV -A03 Page 13 I of/Build #: 01 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 1] PROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360,1499 Scott Among scott-amlong@iowa-city.org 001.319, 330.8207 Item #150 -- DECAL, EMERGENCY EXIT PN: 018904; DECAL, EMERGENCY EXIT NOTE: QUANTITY AND PLACEMENT OF THESE DECALS VARIES EASED ON MATING AND WINDOW CONFIGURATIONS Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 CURBSIDE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 Page 14 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.corn 323.360.1499 Scott Amlong Scott-amlong@ iowa-citv.org 001..319, 330.8207 Item #150 — DECAL, EMERGENCY EXIT PN: 018904; DECAL, EMERGENCY EXIT NOTE: QUANTIFY AND PLACEMENT OF THESE DECALS VARIES 6A5ED ON SEATING AND WINDOW CONFIGURATIONS Lot/Build #: 01 Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 STREETSIDE OF BUS FRM-CPM-06021, Customer Template - Interior Decals - EN—ES (40') - H, REV -A03 Page 15 DocuSign Envelope ID: 31C170D6-BBB1-4573-9B33-1C843B384A22 PROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 Scott Amlong scott-amlong@iowa-citv.org 001.319. 30.8207 Item #160 - DECAL, EMERGENCY EXIT, REAR DOOR Lot/Build #: EMERGENCY EXIT LOCATEDAT REAR DOOR; PN: 017856; DECAL, EMERGENCY EXIT, REAR DOOR NOTE: QUANTITY AND PLACEMENT OF THESE DECALS VARIES BASED ON SEATING AND WINDOW CONFIGURATION_ 01 Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 CURBSIDE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 Page 16 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixit@Proterra.com 323.360.1499 Scott Amlong scott-amlongPiowa-citv.org 001.31c) 330.8207 Item #160 - DECAL, EMERGENCY EXIT, REAR DOOR Lot/Build #: EMERGENCY EXIT w PN: 017856; DECAL, EMERGENCY EXIT, REAR DOOR NOTE: QUANTITY AND PLACEMENT Of TES OECAiS VARIES EASED ON SEATING AND WINDOW CONFiGURAT]ONS 01 Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 STREETSIDE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 Page 17 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 0 AROTERRA 40' Platform Interior Decal Layout [English/Spanish] Agency: IOWA CITY TRANSIT Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 01.19.2021 323.360.1499 Agency Contact: Scott Amlong scott-amlong@iowa-city.org Deadline: 01.20.2021 001.319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 Item #170— DECAL, WINDOW AHEAD, EMERGENCY EXIT WINDmroppmwmp OW AHEAD r IS EMERGENCY EXIT PN: 018892; DECAL, WINDOW AHEAD, EMERGENCY EXIT NOTE: DUANTITY AND PLACEMENT Of THESE DECALS VARIES RASED ON SEATING AND WINDOW CONFIGURATIONS CURBSIDE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN -ES (40') - H, REV -A03 Page 18 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 C RROTERRA Agency: Proterra Contact: Agency Contact: Arena File Number # 40' Platform Interior Decal Layout [English/Spanish] IOWA CITY TRANSIT Nishant Dixit ndixitPProterra.com 323.360.1499 Scott Amlong scott-amlong@iowa-citv.org 001.319 330,8207 Item #170 - DECAL, WINDOW AHEAD, EMERGENCY EXIT PN: 018892; DECAL, WINDOW AHEAD, EMERGENCY EXIT NOTE: QUANTITY AND PLACEMENT of THESE DECALS VARIES BASED ON SEATING AND WINDOW CONFIGURATf9NS Lot/Build #: 01 Dated: Deadline: Revision: 01.19.2021 01.20.2021 REV1 STREETSIDE OF Bus FRM-CPM-06021, Customer Template - Interior Decals - EN—ES (40`) - H, REV -A03 Page 19 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 Pio Icii 40' Platform Interior Decal Layout [English/Spanish] (1 Agency: IOWA CITY TRANSIT ECR -it Proterra Contact: Nishant Dixit ndixit@Proterra.com Dated: 01.19.2021 323,360 1499 Agency Contact: Scott Amlong scott-amlong@lowa-city.org 01.20.2021 001.319.330.8207 Arena File Number # Lot/Build #: 01 Revision: REV1 Agency Representative: (Print) / n_ �e.� GO � (Sign) Date: I Of 1 2bZP (1 411, Note: This document is intended to provide information to minimize design changes at the formal Design Review and/or Pre -Production Review. Signature doesn't equate to design acceptance. Salesforce #'s Rev Change Description Created By Date ECR -it FRM-CPM-06021, Customer Template - Interior Decals - EN—ES (40') - H, REV -A03 Page 20 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 ATTACHMENT 5: Proterra Transit Bus Complete Vehicle Limited Warranty Contract No. PA -2021 -001 -ICT Battery Electric Buses Version No. 5 Dated 03/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA. PROTERRA TRANSIT BUS COMPLETE VEHICLE LIMITED WARRANTY Proterra, Inc. ("Proterra") warrants to the original purchaser/lessee ("Customer") that its Proterra ZX5 / ZX5+ / ZX5 Max - Series Battery Electric Transit Bus will be free from defects in material and workmanship under normal use and when properly serviced. Proterra agrees to repair or replace defective parts with either new, or re -certified parts when available, subject to the terms and conditions set forth herein. NOTE: This Warranty does not include Proterra High Voltage Battery Packs. Please refer to the Battery Pack Limited Warranty section. The final determination of required repairs or parts replacement shall be the sole discretion of Proterra. This Proterra Transit Bus Complete Vehicle Limited Warranty ("Warranty") is a limited warranty subject to the terms and conditions stated in the sections below. EXCEPT FOR THE OBLIGATIONS, WARRANTIES AND REPRESENTATIONS SPECIFIED HEREIN, PROTERRA MAKES NO REPRESENTATIONS OR WARRANTIES, EXPRESS OR IMPLIED, AND SPECIFICALLY DISCLAIMS ANY REPRESENTATION OR WARRANTY OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE OR NON -INFRINGEMENT, AND SPECIFICALLY DISCLAIMS ANY WARRANTY ARISING BY USAGE OF TRADE OR BY COURSE OF DEALING. This Warranty is comprised of two sections; Section A applies to the Complete Vehicle, Vehicle Structural Warranty, and Body Warranty. Section B applies to the Major Components listed below. Proterra will reimburse the customer for the parts and labor as published in the Proterra Standard Repair Time Guide ("SRT") and shall follow local ordinances as necessary and if applicable in accordance with the terms of this warranty and the purchase/lease agreement, along with associated freight costs to provide required replacement parts during the warranty time period identified below. Warranty repairs may be performed by the Customer, an authorized warranty provider, or Proterra only and must adhere to the terms and conditions outlined in the following statement of warranty. All components replaced under the warranty are exclusive property of Proterra Inc. and must be returned following the procedures set forth in the "Part Return" section of the warranty manual. Proterra, at its sole discretion or as part of a Proterra Service Plan, may perform warranty repairs at the Customer location. Costs associated with these repairs will be at the expense of Proterra during standard operating hours. Emergency afterhours warranty support may be performed at the request of the Customer for a fee. At Proterra, safety is of the utmost importance for our customers and our employees. Therefore, we require our customers to have and maintain the necessary safety equipment, in accordance with state and local OSHA regulations, for the use of any Proterra employee, or authorized provider, that may be performing or assisting with repairs at the Customer's location. This includes but is not limited to, fall restraints, proper lifting equipment and jack stands. Proterra employees will not be permitted to perform any repairs without the necessary safety equipment being provided. CS-OTH-017 3/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 PROTERRA WARRANTY TERMS SECTION A — PROTERRA TRANSIT BUS — STANDARD BASE WARRANTY COVERAGE This section includes manufactured or assembled components and systems, including some purchased assemblies listed below. Proterra Complete Vehicle Limited Warranty 1 Year / 50,000 Miles, whichever occurs first. (1 Year / 80,467 Kilometers, whichever occurs first). Coverage includes all components and workmanship that were provided with the Complete Vehicle from the factory. Excludes: • Normal maintenance items or wearable items including, but not limited to, brake pads, filters, light bulbs, fuses, circuit breakers, bushings, or any consumable items that are the sole responsibility of the Customer • Provided Customer Equipment, including but not limited to, cameras, fare boxes, counters, and ITS components. • Adjustments, Alignments and/or loose hardware after the first 90 days following vehicle acceptance. Vehicle Structural Warranty Includes the structural elements of the following: 3 Year / 150,000 Miles, whichever occurs first. Suspension, Front & Rear, Powertrain Cradle, Including (3 Year / 241,401 Kilometers, whichever occurs first). Support Members. Excludes: • Physically damaged components due to accidents or other impacts. • Modified/Repaired components that were damaged and repaired after collision. Body Warranty (Monocoque Assembly) This applies to any structural and/or workmanship defects 12 Year / 500,000 Miles, whichever occurs first. discovered in the Monocoque structure. (12 Year / 804,672 Kilometers, whichever occurs first). Excludes: Non-structural members. CS-OTH-017 3/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA WARRANTY TERMS SECTION B - PROTERRA TRANSIT BUS — STANDARD MAJOR COMPONENT COVERAGE — 2YR/100K This section includes major components purchased and installed by Proterra and listed below and is guided by the manufacture warranty. Each item listed in Section B is covered for 2 years or 100,000 miles (160,934 Kilometers), whichever occurs first. Propulsion System Warranty System Components including but not limited to; Traction Motor, Traction Motor Inverter, Transmission, Drive Shaft, Output Flange, Differential, Gearboxes, Planetary Sets, and Axle shafts, Oil pump(s), and all internally lubricated parts. Excludes: Lack of maintenance and/or physically damaged components HV Power Electronics and HV Cooling Warranty System Components including but not limited to, VFD, DC -DC, HV Junction Box, Radiator, and Battery Coolant Pump(s), Contactors, Shunts and Buss Bars. Excludes: Lack of maintenance and/or physically damaged components HVAC Warranty System Components including but not limited to, Condenser, Compressor, Controller, HVAC Inverter, Evaporator, Receiver/Drier, Blower Fan, Ducting, Thermostat/Thermistor, VFD, and related Sensors and Switches. Excludes: • Maintenance items/filters • Debris from external sources (e.g. leaves, dust/dirt) • Routine Recharge/System Tests • Lack of maintenance • Physically damaged components Control Systems & Driver Convenience Warranty System Components including but not limited to, ZR Vehicle Controller, Multiplex, Powertrain Controller, D -MUX, Charge Controller, WCCM (Pantograph), Factory Telemetry/Data Logger, Ride Height Controller, Body Controller, Defroster and Blower Motor, Driver Workplace Controls and Switches, Excludes: • Modifications to system architecture • Physically damaged components Chassis System Warranty System Components including but not limited to, ABS Controller, Air Bags/Shocks, Ride Height Linkage/Sensors, Ride Height Controller, Ride Height Manifold, Air Compressor, Air Dryer, Brake Calipers, Wheel Speed Sensors, Power Steering Motor and Pump, Steering Linkage and Gear. Excludes: • Air Compressor Filter & Oil Separator Maintenance • Lack of maintenance • Physically damaged components Auxiliary Heater Warranty System Components limited to added components within the Auxiliary Heating Option if selected by the Customer. This includes, Auxiliary Heating Unit, Aux. Heat Fuel System Components, Aux. Blower Motor(s), Aux. Ducting, Aux. Thermistor(s), and Aux. Control(s) as equipped per specification. Excludes: • Maintenance items/filters • Debris from external sources (e.g. leaves, dust/dirt) • Lack of maintenance • Physically damaged components CS-OTH-017 3/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9633-1 C843B384A22 PROTERRA. Configuration Package Warranty Subsystem Components including but not limited to, Wheelchair Access Ramp(s), Wheelchair Securement System(s), Door System(s), Windows, Destination Signs, Fire Suppression System, and Seating. This includes associated components within each system ordered and identified by the Sales Contract. This is contract -specific coverage based on Customer's selected Options. Excludes: • Glass breakage, wear and tear • Refilling and/or certification of fire suppression bottles • Seat Covers and Upholstery • Physically damaged components WHAT IS NOT COVERED: The following conditions are not covered by this Warranty: • Alteration or modification of any part of the Product with any third -party item, • Misuse or negligent use of the bus, including but not limited to Customer's, or a third -party's, failure to follow Proterra's Operating Manual, • Intentional or accidental collision and/or other physical damage. • Acts of Nature, • Neglect or Failure to perform the Preventative Maintenance as outlined in the maintenance documentation for the Product, • Unauthorized use or operation outside of the terms and conditions of the applicable lease contract, • Improper maintenance and repair, or • Intentional acts of destruction, tampering or vandalism. • Adjustments and Alignments past the first 90 days after the bus is delivered to the Customer'ssite. • Normal maintenance items or wearable items including, but not limited to, brake pads, filters, light bulbs, fuses, circuit breakers, bushings, or any consumable items. • Oil, coolant, refrigerant and other fluids are not covered except when used in conjunction with a covered repair as identified in the Proterra Service Manual. • Any physical damage to Product while in transit to Customer site. This includes shipping damage by carrier delivering a bus. Any damage incurred while in transit will require a claim being filed to the transportation company. • Body paint and/or vehicle wraps are not covered by this Warranty. Speak to a Proterra representative regarding paint and/or vehicle wrap warranty. LOW VOLTAGE 12/24 BATTERY POLICY Proterra warrants the original 12/24V low voltage batteries during the first 90 -day period upon delivery of the Proterra Bus and is not extendable. No claims for these batteries will be accepted after the original 90 -day period. For approved low voltage battery replacements during the Warranty period, Customer shall acquire battery at their local vendor and submit for reimbursement through the Warranty Claim submission process outlined within this manual. Customer is advised to contact their local battery vendor for replacement low voltage batteries when required. Proterra will not sell nor ship low voltage batteries through its Service Parts Operation. Any subsequent battery failures will be subject to the warranty terms provided from the local battery vendor. CS-OTH-017 3/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA. ACTIVATION OF WARRANTY The Warranty term starts on the Date of Acceptance for each Product in accordance with the terms of the applicable purchasing contract. Proterra administers the warranty process, and all warranty claim approvals are at the sole and absolute discretion of Proterra. In connection with any claim brought under this Warranty, the Customer must submit a completed Proterra Warranty Claim Form along with a copy of their internal work order, showing technician punch times, and any additional applicable documentation. Customer is required to retain any parts related to a Warranty transaction for thirty (30) days from the date that the claim has been approved. Proterra reserves the right to request any removed parts be returned at any time during the 30 -day period. Customer also has thirty (30) days to return any parts that are identified as "Core" parts or will be charged the applicable "Core Charge". Proterra may perform an inspection of the failed component and supporting documentation to make a claim determination. Proterra will not provide any compensation, labor, repairs, or replacement part to the Customer without the above documentation. Proterra reserves the right to adjust the approved amount to align with the current published SRT guide if excess amounts are claimed without prior authorization from Proterra. NOTE: Towing coverage is only reimbursed during the initial Transit Bus Complete Vehicle Limited Warranty for 1 Year/ 50,000 miles, whichever occurs first. All towing claims must be accompanied the warranty repair order and the towing invoice from the provider. Proterra will not pay mark-up on any sublet claims. For assistance with any warranty claim transactions, please email warranty@proterra.com for support. Please include vehicle VIN, current odometer, unit number, claim number and/or invoice in your correspondence. DELAYED WARRANTY STARTS A Delayed Warranty Start may be granted for the Customer to ready the Product for revenue service. This Delayed Warranty Start period shall not exceed 30 days after the Date of Acceptance for each Product and must be approved in writing by Proterra. This period will allow for Customer to install any necessary equipment, have graphics applied, or any other service readiness activities. For Delayed Warranty Start approval, the Customer must apply for this added time as part of the Purchase Agreement for the Product, or by submitting the Delayed Warranty Start Application included in the Forms Section of the Appendix. PLEASE SEE THE PROTERRA TRANSIT WARRANTY MANUAL FOR ALL SERVICE, PARTS AND WARRANTY POLICIES AND PROCEDURES CS-OTH-017 3/31/2021 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA 2170 BATTERY PACK LIMITED WARRANTY Subject to the terms, conditions and limitations set forth in this Battery Pack Limited Warranty (the "Warranty"), including, without limitation, the Approved Use Conditions, Proterra, Inc. ("Proterra") warrants to the original purchaser or lessee (individually or collectively, the "Customer") that its high voltage battery pack (the "Battery Pack") for the Proterra ZX5 / ZX5+ /ZX5 Max - series battery -electric bus will be free from defects in materials and workmanship. This Warranty covers the parts, labor (if applicable and in accordance with the terms of this Warranty and/or any purchase or lease agreement), and freight costs incurred during the Warranty Period. The Battery Pack may not be serviced by the Customer, or any third -party maintenance provider, without having completed the proper factory training and have successfully been certified by Proterra to service the Battery Pack. Any servicing of the Battery Pack by the Customer, or any third -party maintenance provider, without having become Proterra-Certified will void the Warranty. Proterra, or a Proterra-Certified technician, will perform all necessary repairs to the Battery Pack. 2170 BATTERY PACK LIMITED WARRANTY TERMS As it pertains to this section, the following terms are defined: "Gross Discharge Throughput" means the total energy discharged through the Battery Pack during its life, including energy from external chargers and energy recuperated from regenerative braking. The Gross Discharge Throughput will be tracked by the BMS at the Battery Pack level and reported through the onboard vehicle telemetrysystem. "Nameplate Energy" means the amount of energy stated in the specifications, bid proposal, and/or contract, divided by the number of Battery Packs (e.g., 4 Battery Packs at 400 kWh would have 100 kWh nameplate energy per Battery Pack). "Available Energy" means the amount of energy available between 0% state of charge ("SOC") and 100% SOC - This information can be obtained using the Proterra diagnostic tool and a snapshot thereof must accompany any battery claims. Battery Pack Material and Workmanship Warranty Coverage to include all materials, components and 6 Years / Unlimited Mileage workmanship of the Battery Pack to be free of defects. Battery Packs with Nameplate energy of 112.5 kWh For Battery Packs with 112.5 kWh of Nameplate Energy 6 Years / 200 MWh and the Available Energy of 101 kWh in new condition, Proterra warrants Available Energy of 81 kWh per Battery Pack for 6 years, or 200 MWh of Gross Discharge Throughput per Battery Pack, whichever comes first. CS-OTH-020 2170 Limited Battery Pack Standard Warranty 12-7-2020 DocuSign Envelope ID: 31 C170D6-BBB1-4573-9B33-1 C843B384A22 PROTERRA COMPONENTS INCLUDED IN BATTERY PACK LIMITED WARRANTY This Warranty includes the following Battery Pack components: • Battery Modules • Battery Management System (BMS) • Battery Cooling System • Battery Pack Enclosure • Electrical, Mechanical, and Thermal Interfaces • Manual Service Disconnect (MSD) WHAT 15 NOT COVERED The following conditions are not covered by the Battery Pack Limited Warranty: • Battery Packs that have been serviced by a non-Proterra-Certified technician without prior authorization by Proterra. • Alteration or modification of any part of the Product with any third -party item • Misuse or negligent use of the bus, including but not limited to Customer's, or a third -party's, failure to follow Proterra's Operating Manual • Intentional or accidental collision and/or other physical damage • Acts of Nature • Neglect or Failure to perform the Preventative Maintenance as outlined in the maintenance documentation for the Product • Unauthorized use or operation outside of the terms and conditions of the applicable lease contract, • Improper maintenance and repair • Intentional acts of destruction, tampering or vandalism CS-OTH-020 2170 Limited Battery Pack Standard Warranty 12-7-2020 Docu • SECURED Certificate Of Completion Envelope Id: 31 C170D6BBB145739B331C843B384A22 Subject: Please DocuSign: Contract - PA -2021 -001 -ICT Source Envelope: Document Pages: 150 Certificate Pages: 2 AutoNav: Enabled Envelopeld Stamping: Enabled Time Zone: (UTC -08:00) Pacific Time (US & Canada) Status: Completed _03.31.21.FINAL.pdf, BUY -AMERICA CERTIFICATION DOCUM... Signatures: 5 Initials: 0 Envelope Originator: Eva Brown 1815 Rollins Rd Burlingame, CA 94010 ebrown@proterra.com IP Address: 23.184.192.2 Record Tracking Status: Original Holder: Eva Brown 3/31/2021 6:49:53 PM ebrown@proterra.com Location: DocuSign Signer Events Signature Timestamp John Walsh JWalsh@Proterra.com SVP Proterra, Inc. Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Eva Brown ebrown@proterra.com Contract Administrator Proterra, Inc. Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign r--Decusgned by: 3n uk, NAL 190E3C03891&+ 12 Signature Adoption: Pre -selected Style Using IP Address: 64.128.67.190 r -DocuS5ynen by: &Nth& ‘-099FDTASE6EE+19... Signature Adoption: Pre -selected Style Using IP Address: 23.184.192.2 Sent: 3/31/2021 6:53:20 PM Viewed: 3/31/2021 7:06:14 PM Signed: 3/31/2021 7:06:45 PM Sent: 3/31/2021 7:06:47 PM Viewed: 3/31/2021 7:15:08 PM Signed: 3/31/2021 7:15:16 PM In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Certified Delivered Signing Complete Hashed/Encrypted Security Checked Security Checked 3/31/2021 6:53:20 PM 3/31/2021 7:15:08 PM 3/31/2021 7:15:16 PM Envelope Summary Events Status Timestamps Completed Security Checked 3/31/2021 7:15:16 PM Payment Events Status Timestamps Item Number: 6.e. 46,, CITY OF IOWA CITY � COUNCIL ACTION REPORT April 6, 2021 Resolution authorizing City Manager to sign an agreement with FilmScene to show films in Chauncey Swan Park. Prepared By: Juli Seydell Johnson, Director of Parks & Recreation Reviewed By: Sue Dulek, Assistant City Attorney Geoff Fruin, City Manager Fiscal Impact: The City will provide $50,000 to FilmScene to purchase equipment and will install electrical service needed in the park and Chauncey Swan Parking Structure. $25,000 is from discretionary Economic Development Funds and $25,000 is from from the Park Annual Improvements budget. $7,000 for electrical installation from the Park Annual Improvements budget. Total cost for related improvements is approximately $100,000. The remaining funding is provided by FilmScene. Recommendations: Staff: Approval Commission: N/A Attachments: Resolution Agreement Executive Summary: This agreement with FilmScene provides funding for equipment needed to offer outdoor movies at Chauncey Swan Park. Outdoor movies will be shown, free to the public, beginning in April, 2021. The needed equipment includes a film projector, screen and curtain, and sound system. Background /Analysis: Chauncey Swan Park was renovated along with construction of the Chauncey building. The renovated park was built to accommodate outdoor movies, special events and Farmer's Market related activities. Staff has been working with FilmScene to bring outdoor movies to the park. FilmScene has the technical expertise to host and produce outdoor movie events. The agreement provides $50,000 in equipment funding to FilmScene along with free use of the park to host a season of free public events and maximum of six private events. FilmScene will use the funding to purchase and install a movie screen and curtain on the west side of the Chauncey Swan Parking Structure, film projector and sound equipment. FilmScene will provide the remaining funds needed to complete the project. Providing free outdoor movies to the public is a safer alternative to indoor events during the COVID-19 pandemic. The outdoor programming will continue even as COVID-19 restrictions are ended. This is a five year agreement with option to renew for an additional five years. ATTACHMENTS: Description Resolution Agreement Prepared by: Susan Dulek, Asst. City Attomey, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 Resolution No. 21-86 Resolution authorizing City Manager to sign an agreement with FilmScene to show films in Chauncey Swan Park. Whereas, the Development Agreement between the City and The Chauncey, L.L.C. to redevelop the northeast corner of College Street and Gilbert Street included the redevelopment of Chauncey Swan Park to create a venue for outdoor entertainment; and Whereas, FilmScene desires to show films to the public in Chauncey Swan Park with the City's assistance and support; and Whereas, it is in the City of Iowa City's interest to execute the attached Agreement to Show Films at Chauncy Swan Park. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: The City Manager is authorized to sign the attached Agreement to Show Films at Chauncy Swan Park and any amendment as needed. Passed and approved this 6th day of April , 2021. Attest: Resolution No. 21-86 Page 2 It was moved by Thomas and seconded by Mims Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner the Prepared by: Susan Dulek, Asst. City Attorney, 410 E. Washington St., Iowa City, IA 52240;319-356-5030 AGREEMENT to SHOW FILMS AT CHAUNCEY SWAN PARK THIS AGREEMENT, by and between the City of Iowa City ("City") and FilmScene is entered into in Iowa City, Iowa. WHEREAS, FilmScene is a nonprofit organization dedicated to providing films to enrich the cultural vitality of the Iowa City area; WHEREAS, the Development Agreement between the City and The Chauncey, L.L.C. to redevelop the northeast corner of College Street and Gilbert Street included the redevelopment of Chauncey Swan Park ("the Park") to create a venue for outdoor entertainment; and WHEREAS, with the completion of said redevelopment, the parties wish to enter into an agreement to show films and video content (collectively, "film(s)") in the Park, which is a public purpose. NOW, THEREFORE, it is agreed between the parties hereto that: 1. Term/Initial Season Review. The term of this Agreement is from execution to November 30, 2026 with the option to renew this Agreement for a second, five (5) year term from December 1, 2026 to November 30, 2031. The City and FilmScene shall meet in November and/or December 2021 to discuss the initial season and amend this Agreement as needed. 2. Fee. FilmScene is not obligated to pay a fee to the City for use of the Park. The consideration for this Agreement is FilmScene showing at least six (6) films to City residents and visitors at no cost. 3. City Financial Contribution. The City shall make an initial one-time contribution to FilmScene of $50,000 payable by April 15, 2021 to purchase equipment needed to show films in the Park. 4. Season. The outdoor film season will be April 1 through November 15 each year except as provided herein. The City and FilmScene will determine the schedule of public events by October 31 each year for the following season with the exception of the initial 2021 season. For the 2021 season, the City and FilmScene will determine the schedule of public events by April 21, 2021. FilmScene may schedule private events as provided herein at dates and times approved by the City. The Director of Parks and Recreation, or designee, shall approve all films shown at all events. 5. Events. 1 a. Family Events. FilmScene shall show at least three films each year in the period of May through October in conjunction with the Farmer's Market at no charge to the public. The City shall provide two staff members to assist FilmScene with these events. b. Summer of the Arts Movies. FilmScene shall partner with Summer of the Arts, Inc. to show films on six Saturday nights from June to August at no charge to the public. c. FilmScene Private Events. FilmScene may have exclusive use of a substantial portion of the Park for a maximum of six (6) private events. FilmScene may charge an admission fee to the events. 6. Park Infrastructure. • The City shall provide electrical service as needed by FilmScene at no cost. • The City and FilmScene shall jointly determine how and where to secure the screen to the parking ramp. The parties agree that securing the screen to the parking ramp will require engineering and/or architectural review. Said review shall be at FilmScene's cost and approved by the City. • The City shall ensure the trees on the eastern edge of the Park do not grow to a height that the screen is not visible from persons seated in the Park. • When FilmScene wishes to host a private event, FilmScene shall be responsible for installing fencing around the Park at its cost, and the City shall approve the type of fencing used. • FilmScene may investigate the use of a temporary structure to muffle the sound emanating from Gilbert Street. Any such structure shall be approved by the City and installed at FilmScene's cost. • FilmScene will own the projection and audio equipment, screen, curtain and truss system. • FilmScene will provide regular on-going maintenance to all equipment. • FilmScene is responsible for removing and installing the movie screen, truss system, and equipment (defined as the projector, computer media server, and sound equipment) with assistance from City staff. Film Scene shall remove the movie screen and truss system from the Park within ten (10) days of the final event of the fall season. 7. Film Operations. • All events shall end by 11:00 p.m. • Films shall not be rated NC -17. If a film is not rated, FilmScene shall determine its likely rating had it been submitted for rating to the MPA. • FilmScene may provide concessions for sale during the event consistent with the requirements of the Johnson County Department of Public Health. • FilmScene may solicit donations and sponsorships for events except from tobacco, "vaping"/e-cigarette, or alcohol companies. • FilmScene may arrange for food trucks, or a similar means to sell food and beverages, with the approval of the Parks and Recreation Director. • FilmScene shall secure and store all its equipment at a site outside the Park and at its cost. 1 • FilmScene as its sole obligation shall maintain the screen, truss system, and equipment. If the cost to repair or replace any item exceeds $5,000, the City will reimburse FilmScene one-half of the cost upon reasonable documentation of the cost. If the cost to repair or replace any item is less than $5,000 or less, FilmScene shall repair or replace said item at its sole cost. • FilmScene shall provide restroom facilities for use by the public in The Chauncey. Signage shall be provide directing event attendees to these restrooms. • The City reserves the right to cancel any event if the ground condition is too wet such that the long-term condition of the turf may be impacted. The City shall provide 24-hour notice of cancellation to FilmScene via e-mail to the FilmScene contact person. • An event must be cancelled if the weather sirens sound in Downtown Iowa City at 5 p.m. or after on a night of an event. FilmScene staff will have discretion to cancel when thunder storms or high winds are forecast or appear to be approaching on weather radar. 8. Annual Truss Assembly Review. Prior to installation ever year, FilmScene shall review: a. the connective assembly (brackets and fasteners) for signs of failure, such as broken, bent or damaged truss components and for rust and/or degradation; b. the welds to see if they are sound; c. the fasteners between the trusses are in the designed condition; and d. the chord(s) of the truss to see if they are out of plumb, broken and/or damaged, and if so, they will not be altered, reinforced or braced in any way without the approval of a structural engineer. If FilmScene observes an issue with any of the above items, FilmScene shall have the item inspected, at its sole cost, by an independent "special inspections and testing services" company. Any item that is damaged or deteriorated shall be replaced with new and as specified in the signed and sealed plans and specifications. Substitutions of fasteners or fastening materials shall not be made without formal approval from a licensed professional. 9. City Named Partner. FilmScene shall name the Iowa City Parks and Recreation Department as a partner in all events held in the Park. 10. Use of Park by Community Groups. This Agreement does not prohibit a community group from reserving the Park for a public or private film event on dates not reserved for FilmScene events. The community group will be required to pay a fee to the City for use of the Park, and FilmScene may require the community group to pay a fee for FilmScene to show a film. FilmScene will set policies, staff and rental rates for use of FilmScene equipment. 11. Trash. The City shall provide trash receptacle for all events. FilmScene shall be solely responsible for collecting all debris and trash from the Park immediately following the event, and the City shall then remove the debris and trash. If FilmScene fails to do so and if City staff has to collect the debris and trash, FilmScene may be responsible for the cost incurred by the City, including staff time, and shall pay the costs in full within thirty (30) days of receiving an invoice. 12. COVID-19. The parties acknowledge and agree that the 2021 season will be impacted by the COVID-19 pandemic. The City shall solely determine the following: a) when events will begin; b) the capacity of events including social distancing; and c) whether persons in the Park must wear a mask or face covering. 1 13. Contacts. The primary contacts for scheduling events under this Agreement are the City Recreation Superintendent and FilmScene Executive Director. 14. Insurance. FilmScene shall provide insurance coverage in the amount and type required by the City Risk Manager. 15. Waiver/Indemnification. FilmScene holds harmless the City, its officers, employees, volunteers, and agents from all liability for any and all loss or damage, and any claim or demands therefor on account of death, disability, personal injury, property damage, or property theft, whether caused by the negligence of the releasee or otherwise from occurrences or accidents within the Park from FilmScene's use of the Park arising from this Agreement. FilmScene agrees to indemnify, defend and hold harmless the City, its officers, employees, agents, and volunteers harmless from and against any and all claims, losses, liabilities or damages, of whatever nature, including payment of reasonable attomey fees, arising from occurrences or accidents within the Park from FilmScene's's use of the Park arising from this Agreement, or which may be caused in whole or in part by any act or omission of FilmScene including its agents or employees. 16. General Terms. a. FimScene shall not assign or transfer any interest in this Agreement. b. If any provision of this Agreement is held invalid, the remainder of the Agreement shall not be affected thereby and all other parts of this Agreement shall nevertheless be in full force and effect. c. FilmScene shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts: (1) To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. (2) To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. d. This Agreement constitutes the entire agreement between the parties, and it supersedes all prior or contemporaneous communications and proposals, whether electronic, oral, or written between the City and FilmScene with respect to this Agreement. All amendments shall be in writing. Signed this 2nd FILMSCENE April day of , 2021. CITY OF IOWA CITY, IOWA By: 'rx^" ..n YBy: Andr w Sherburne, Executive Director Gee Fruin, Ci y Manager 1 Item Number: 6.f. 4CITY OF IOWA CITY !kr4gi,'��� COUNCIL ACTION REPORT April 6, 2021 Resolution authorizing the Mayor to sign and the City Clerk to attest to a non-exclusive and partial assignment of easements to MidAmerican Energy Company in connection with the American Legion Road Improvement Project. Prepared By: Reviewed By: Fiscal Impact: Eleanor Dilkes, City Attorney Geoff Fruin, City Manager no impact Recommendations: Staff: Approval Commission: n/a Attachments: Resolution Assignment Executive Summary: MidAmerican Energy will be undergrounding overhead electric facilities in connection with the City's American Legion Road Improvement Project - Scott Blvd. to Taft. The City acquired public utility easements from adjoining property owners that will allow for the placement of public utilities, including MidAmerican's electric and gas facilities. This assignment will clarify that MidAmerican has such easement rights. Background /Analysis: ATTACHMENTS: Description Resolution Assignment Prepared by: Eleanor Dilkes, City Attorney, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 Resolution No. 21-87 Resolution authorizing the Mayor to sign and the City Clerk to attest to a non-exclusive and partial assignment of easements to MidAmerican Energy Company in connection with the American Legion Road Improvement Project Whereas, MidAmerican owns and operates overhead electric facilities in the City; and Whereas, MidAmerican's overhead electric facilities generally are located within City right-of- way pursuant to a franchise with the City; and Whereas, MidAmerican now desires to convert certain overhead electric facilities along American Legion Road to underground electric facilities in connection with the City's American Legion Road Improvement Project; and Whereas, in exchange for MidAmerican locating the underground electric facilities outside of City right-of-way, the City agreed to acquire utility easements with private landowners of the adjacent property, with said easements being recorded in the records of the Johnson County, Iowa Recorder at Book 6132 Page 687, Book 6037 Page 927, Book 6037 Page 942, Book 6041 Page 935, Book 6036 Page 362, Book 6025 Page 35 and Book 6025, Page 23 (hereinafter "utility easements"); and Whereas, the utility easements by their terms include the placement of any public utility but this assignment will clarify that MidAmerican has such rights; and, Whereas, the City desires to assign the benefits and burdens and MidAmerican desires to accept and assume the benefits and burdens of the utility easements with respect to MidAmerican's electric and gas facilities to be located therein. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The Mayor is authorized to sign and the City Clerk to attest the attached Non-exclusive and Partial Assignment of Easements to MidAmerican Energy Company. 2. The City Clerk is directed to forward the signed assignment to MidAmerican Energy for signing and recording. Passed and approved this 6 th day of April 2021. l Ma or Attest App by City Attorney's Office — 04/01/2021 Resolution No, 21-87 Page 2 It was moved by Thomas and seconded by Mims the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bergus x Mims x Salih x Taylor Teague X Thomas Weiner Page 1 of 3 BK: 6234 PG: 142 Recorded: 6/7/2021 at 1:59:38.0 PM County Recording Fee: $17.00 Iowa E -Filing Fee: $3.32 Combined Fee: $20.32 Revenue Tax: Kim Painter RECORDER Johnson County, Iowa Prepared by and return to: Tyler Gartenberg 515-281-2334 MIDAMERICAN ENERGY ATTN: RIGHT-OF-WAY SERVICES PO BOX 657 DES MOINES, IA 50306-0657 CITY OF IOWA CITY, IOWA NON-EXCLUSIVE AND PARTIAL ASSIGNMENT OF EASEMENTS TO MIDAMERICAN ENERGY COMPANY Folder No. N/A Work Req. No. DR2761292X Project No. D59J7 State of Iowa County of Johnson Section 18 Township 79 North Range 5 West of the 511' P.M. COMES NOW, the parties, the City of Iowa City, a municipal corporation ("City") and MidAmerican Energy Company ("MidAmerican") and state their agreement of assignment as follows: WHEREAS, MidAmerican owns and operates certain overhead electric facilities in the City; and WHEREAS, MidAmerican now desires to convert saki overhead electric facilities to underground electric facilities; and WHEREAS, MidAmerican's overhead electric facilities generally are located within City right-of-way pursuant to a franchise between the parties; and WHEREAS, in exchange for MidAmerican locating the underground electric facilities outside of City right-of-way, City agreed to acquire utility easements with private landowners of the adjacent property, with said easements being recorded in the records of the Johnson County, Iowa Recorder at Book 6132 Page 687, Book 6037 Page 927, Book 6037 Page 942, Book 6041 Page 935, Book 6036 Page 362, Book 6025 Page 35 and Book 6025, Page 23 (hereinafter "utility easements"); and WHEREAS, City desires to assign the benefits and burdens and MidAmerican desires to accept and assume the benefits and burdens of the utility easements with respect to MidAmerican's electric and gas facilities to be located therein. Page 1 Easement A ss ign 6-5-20 CUSTOM Book: 6234 Page: 142 Seq: 1 Page 2 of 3 NOW THEREFORE, the parties based on and incorporating the foregoing recitals, do hereby agree: 1. For and in consideration of the sum of One and no/100-------------Dollar ($1.00), and other valuable consideration, in hand paid by MidAmerican Energy Company, an Iowa corporation, receipt of which is hereby acknowledged, the Cit of Iowa Cita munici a! cor oration, its successors and assigns ("Assignor'), does hereby make a partial and non-exclusive assignment to MidAmerican Energy Company, Its successors and assigns ("Assignee"), of the right, title, interest and obligations of Assignor in and to the utility easements, to the extent the easements allow for the placement of Assignee's electric and gas facilities only and Assignee does hereby accept and assume all rights and responsibilities with respect to the placement of its electric and gas facilities set forth therein ("Assignment"), This Assignment is non-exclusive and partial only such that the rights of the Assignor and other public utility providers thereunder are not affected by the Assignment and remain intact, 2. This Assignment runs with the and and bind, the parties hereto and their future owners, successors and assigns. Dated this 6th day of , 2021 ASSIGNOR: City of Iowa City By:• ,.�.,: Name-'' Bruce Teague �....._ Title: 'Manor STATE OF IOWA COUNTY OF JOHNSON ACKNOWLEDGMENT ) ss This record was acknowledged before me on April. 6Lh Bruce. Teague as mayor City of Iowa City, a municipal corporation. CHRISTINE OLNEY Commission Nurbe: 80623 Commission Expires ':)'Ne1 el 5l , 2021, by of the ASSIGNEE: MidAmerican Energy Company �: , fi' .�.. By: Name )ofar ."Guy Title: Vice President, Electric Delivery_ Signature of Np ry Public (Acknowledgments continue on following page) Page 2 f2;1:4r:;, i c, IG -i-20 Book: 6234 Page: 142 Seq: 2 Page 3 of 3 STATE OF IOWA COUNTY OF POLK ACKNOWLEDGMENT ss This record was acknowledged before me on n1 212111'‘• 2021, by John A. Guy as Vice President, Electric Delivery of MidAmerican i=nerav Comaanv. Page 3 4 Signature of Notary Public ABBI JEAN ROBINSON-WINSTON Notarial Seal - Iowa Commission Number 831059 My Commission Expires Mar 30, 2024 Eiisemen Assign( -5-2O CUSTOM Book: 6234 Page: 142 Seq: 3 Item Number: 7.a. 46,, CITY OF IOWA CITY � COUNCIL ACTION REPORT April 6, 2021 Resolution setting public hearing for April 20, 2021, on a proposal to convey a single-family home located at 2131 Taylor Drive. Prepared By: Erika Kubly, Neighborhood Services Coordinator Reviewed By: Tracy Hightshoe, Neighborhood and Development Services Director Fiscal Impact: City funds were budgeted at $35,000 for rehabilitation expenses, and up to $25,000 in federal HOME funds will be used for buyer down payment assistance. There will be no impact on the general fund for ongoing operational expenses. Recommendations: Staff: Approval Commission: N/A Attachments: 2131 Taylor Drive flyer Resolution Executive Summary: On April 6, 2021, City Council will set a public hearing for April 20, 2021 to consider a resolution authorizing conveyance of 2131 Taylor Drive as part of the South District Program. This will be the third home sold under the program. Background /Analysis: Under the South District Program, the City proposes to sell 2131 Taylor Drive for $133,500. The City acquired the duplex at 2129-2131 Taylor Drive in 2019 for $125,610 ($62,805 per unit). City funds were used to rehabilitate the home to sell to an eligible buyer. The home received a new roof, windows, doors, lighting, high efficiency furnace and air conditioner, air source heat pump water heater, long life -cycle flooring, and high efficiency appliances. Following rehabilitation, the duplex was converted to a 2 -unit condominium. The sales price of the home is $133,500. This includes $35,000 in city funds that were used to rehabilitate the property. These costs are provided to the buyer in the form of a conditional mortgage which will be forgiven over 10 years. This amount was included in the sales price to more accurately reflect the value of the property and to avoid artificially deflating home values in the neighborhood. The remaining $98,500 includes the city's purchase price, carrying costs, and rehab costs in excess of $35,000 which include adding a third bedroom in the basement. The City will be providing up to $25,000 in HOME down payment assistance. It is estimated that the homeowner will finance approximately $73,500 through a private lender to purchase the home. It was recently appraised at $145,000. The home features two bedrooms and one bathroom on the main floor with an additional bedroom in the basement. The buyers have been residents of the neighborhood for two years and are first- time home buyers. They completed a homeowner education course and counseling through Horizons. ATTACHMENTS: Description 2131 Taylor Drive Resolution omus .-occnb16q' HOW6 W112‘ p§r 92212f9UCG' gOMub97\wGuf fO X52'000 !u 92212f91JCGt Iugngiug nb 91100\ Uu9UC19l powcpf1/\GL diT9H62 191. 000-x'20 b6L Wouf p it pOf1211JE b97\wcuf 12 E2fIW9fGq WOufPI7\ A!21‘ MMM'ICROA'01.R\2011fM2fLICf WOLG ILJ4OLW9f!OLJ OU f G bLOgL9w suq 1J OM fO 9bbl7 L62116LJf2 RUE ILJ {1J6 2O fP D12rLICu LJ61gppoLpooq' FOL HOW60MUGL2PIb bLOEL9W' bLGtGLGLJC6 12 bLonlgeq fO Ip12 1JOW6 12 tOL 2916 92 b9Lf Ot fpe Zonfp D12fLICf 1 2115 i rl na MILJCOM2 g` IIIJfILJ dll UGM gooL2' /GM tIOOLIUg !AGM M9f6L 1J69f6L [AGM V\C GM tr1LLJ9C6 9bbI19LJC62 H 2p 644IC16UC7\ HGM LOOS ISGC6Uf nbaL q62: 1_122'000 2vrE bO b HOW E 2-8D1:5 DbIAE 1v/\r01:5 5J2J 1 Prepared by: Susan Dulek, Assistant City Attorney, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 Resolution No. 21-88 Resolution setting public hearing for April 20, 2021, on a proposal to convey a single-family home located at 2131 Taylor Drive. Whereas, the South District Home Investment Partnership Program is an effort by the City to encourage home ownership and reinvestment in designated neighborhoods; and Whereas, the City purchases residential properties, rehabilitates them, and then sells them to income -eligible buyers; and Whereas, the City purchased a duplex at 2129-2131 Taylor Drive, rehabilitated it, and converted it to a 2 -unit condominium; and Whereas, the City has received an offer to purchase 2131 Taylor Drive for the principal sum of $133,500; and Whereas, this sale would provide affordable owner -occupied housing; and Whereas, this sale is conditioned on the family securing adequate financing for the purchase of the home. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The City Council does hereby declare its intent to convey the home located at 2131 Taylor Drive, Iowa City, Iowa, for the sum of $133,500. 2. A public hearing on said proposal should be and is hereby set for April 20, 2021, at 6:00 p.m. in Emma J. Harvat Hall of the Iowa City City Hall, 410 East Washington Street, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk, and that the City Clerk be and is hereby directed to cause notice of said public hearing to be published as provided by law. 3. City Hall is currently closed to the public because of the coronavirus. If City Halls remains closed to the public, the meeting will be an electronic meeting using the Zoom Meetings Platform. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at 319/356-5043. It was moved by Thomas and seconded by Mims the Resolution be adopted, and upon roll call there were: 0-' Resolution No. 21_88 Page 2 AYES: NAYS: ABSENT: x x x x Bergus Mims Salih Taylor Teague Thomas Weiner Passed and approved this 6th day of April 2021. ed by 4 J City Attorney's Office — 04/01/2021 Item Number: 7.b. 46,, CITY OF IOWA CITY � COUNCIL ACTION REPORT April 6, 2021 Resolution setting a public hearing for the May 4th, 2021 City Council meeting regarding the FY2022 Iowa Department of Transportation Consolidated Transit Funding Application for Iowa City Transit. Prepared By: Darian Nagle-Gamm, Director of Transportation Services Reviewed By: Geoff Fruin, City Manager Fiscal Impact: Permits application for State and Federal transit operating and capital funds which may require matching funds. Recommendations: Staff: Approval Commission: N/A Attachments: Resolution Executive Summary: The consolidated transit funding application is an annual application filed with Iowa Department of Transportation (DOT) listing capital and operating expenses for which the City seeks funding from the Iowa DOT and the Federal Transit Administration (FTA). The projects contained in the application have been programmed by Iowa City Transit for FTA Section 5307, 5310 and/or 5339 funds in FY2022. The projects will be included in the FY2022 Iowa DOT consolidated transit funding application that the Metropolitan Planning Organization of Johnson County (MPOJC) is completing and in the FY2020-2023 MPOJC Transportation Improvement Program (TIP). Iowa City Transit may not seek funding for all of the projects; however, each project needs to be listed in order to be eligible for funding. The total amount of funds being requested in the funding application is approximately $22.3 million dollars. Background /Analysis: Due to our application for and potential receipt of federal grant funds, we are required to hold a public hearing so that the public has an opportunity to comment on the funding request. This is an annual process and we must provide notice prior to the public hearing. The specific allocations for the funds being applied for are detailed below: • State Transit Assistance Program: approximately $ 554,905— These are formula funds for operations awarded to the Metropolitan Planning Organization (MPO) and then distributed between Iowa City Transit, Coralville Transit and the University of Iowa — Cambus. • Federal operating assistance for transit (5307): approximately $1,900,000 — These are funds awarded from FTA to provide operational assistance to the transit agency. • From federal funds for transit in non -urbanized areas and/or for transit serving primarily elderly persons and persons with disabilities (5310): $ 119,186 — These funds are awarded to Iowa City and committed to para -transit services that are contracted through a 28E Agreement with Johnson County. • State-wide federal capital assistance for transit (5339): $20,334,932 — These funds include all of the capital projects that Iowa City Transit wishes to see funded. This sum includes replacement and relocation of the transit facility, electric bus replacements and bus shelters. A local match of 15% - 20% is commonly required for the award of these funds. ATTACHMENTS: Description Resolution Prepared by: Brad Neumann, Assoc. Transp. Planner, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5235 Resolution number: 21-89 Resolution setting a public hearing for the May 4'h, 2021 City Council Meeting regarding the FY2022 Iowa Department of Transportation Consolidated Transit Funding Application for Iowa City Transit. Whereas, the City of Iowa City, Iowa has undertaken to provide its residents with a public transportation system; and Whereas, the Iowa Department of Transportation offers financial assistance to local governmental units for their public transportation systems; and Whereas, this is an annual process that Iowa City undertakes, outlining federal funds requested for operating and capital expenses; and Whereas, the City of Iowa City wishes to apply for financial assistance as noted below and to enter into related contract(s) with the Iowa Department of Transportation, From the State Transit Assistance Program: 3.41438696% (approximately $554,905) of Formula Funds; From federal operating assistance for transit: $1,900,000; From federal funds for transit in non -urbanized areas and/or for transit serving primarily elderly persons and persons with disabilities: $119,186; From state-wide federal capital assistance for transit: $20,334,932; and Whereas, a public hearing is a requirement for the application and receipt of federal funds. Now, Therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. A public hearing is hereby set for 7:00 p.m. on May 4th 2021, to be held in the Emma J. Harvat Hall, City Hall, 410 East Washington St., Iowa City, Iowa, or if said meeting is canceled, at the next meeting of the City Council thereafter as posted by the City Clerk, and that the City Clerk is hereby directed to cause notice of said public hearing to be published as provided by law. Resolution No. Page 2 21-R9 Passed and approved 6'h day of April, 2021. Attest: It was moved by Thomas adopted, and upon roll call there were: A ed by /. _ Ci' • ney's Office (Eric Goers — 03/29/2021) and seconded by Mims the Resolution be Ayes: Nays: Absent: x Bergus Mims Salih Taylor Teague Thomas Weiner Item Number: 9.a. 1 4CITY OF IOWA CITY !kr4gi,'��� COUNCIL ACTION REPORT April 6, 2021 Resolution to annex approximately 3.61 acres of land located near the intersection of Finkbine Commuter Drive and Melrose Avenue conditioned upon a 28E Agreement between the City of Iowa City and the City of University Heights, approving the 28E Agreement and authorizing the Mayor to sign and the City Clerk to attest the 28E Agreement. (ANN20-0002) Prepared By: Eleanor Dilkes, City Attorney Reviewed By: Geoff Fruin, City Manager Fiscal Impact: The property currently is tax exempt because it is owned by the University. Under a long term lease between the University and the Developer the property will be taxable and the taxes received by Iowa City will be shared with University Heights pursuant to a 28E Agreement. Recommendations: Staff: Approval Commission: Annexation has been approved by Planning and Zoning Commission Attachments: Staff report to Planning and Zoning Commission Resolution 28E Agreement with University Heights Executive Summary: Essentially, the severance by University Heights and annexation by Iowa City is an adjustment of the jurisdictional boundary between the two cities. The Iowa Code allows such a boundary adjustment to be conditioned on an agreement between the two cities. If the City Development Board (CDB) approves the boundary adjustment it must approve the agreement between the cities. Staff has negotiated a 28E agreement with University Heights that makes the cities' respective severance and annexation conditional on revenue sharing and the rezoning being requested by the applicant and approved by staff and the Planning and Zoning Commission. Background /Analysis: During negotiations staff and University Heights have agreed in principle that a 50/50 sharing of tax revenue in perpetuity is the fairest outcome. While currently 59% of the property is in University Heights and 41% is in Iowa City, a 50/50 split recognizes that Iowa City will be responsible for providing services to the property in perpetuity (fire protection, library, transit, utilities etc.). Because the Iowa Code allows the CDB to approve an agreement for revenue sharing for a period of only 40 years, upon receiving all of the necessary State approvals on the annexation, we will ask the Council to approve an amendment to the 28E agreement with University Heights to extend the 50/50 revenue sharing agreement beyond the state limit of 40 years into perpetuity. In order to assure that Iowa City is motivated to approve such an amendment University Heights has asked for a 53/47 revenue split in the initial 28E agreement (40 year term) and then will agree to a 50/50 revenue split in a revised 28E agreement that extends the revenue sharing in perpetuity. ATTACHMENTS: Description Staff Report with Attachments Resolution 28E Agreement STAFF REPORT To: Planning & Zoning Commission Prepared by: Ray Heitner, Associate Planner & Anne Russett, Senior Planner Item: ANN20-0002 & REZ20-0012 Date: February 18, 2021 GENERAL INFORMATION: Applicant: MMS Consultants 1917 S. Gilbert St. Iowa City, IA 52240 319-351-8282 (.sexton@mmsconsultants.net Contact Person: Ben Logsdon Focus Development Co 319-512-5110 benl@focusdevco.com Property Owner: Board of Regents State of Iowa for the Use & Benefit of the University of Iowa Requested Action: Annexation and Rezoning Purpose: Annexation of 3.61 acres of land currently in University Heights and a rezoning of 6.12 acres from Institutional Public (P-2) and University Heights Commercial (C) to Institutional Public (P-2), Medium Density Multi -Family Residential (RM -20) with a Planned Development Overlay (OPD/RM- 20/P-2) Location: 1360 Melrose Ave. Location Map: Size: Annexation: 3.61 acres Existing Land Use and Zoning: Surrounding Land Use and Zoning: 2 Rezoning: 6.12 acres Commercial, University Heights Commercial (C) North: Iowa City — Institutional Public (P2) South: University Heights — R-1 East: University Heights — PUD/R-1 University Heights — CM/R-1 West: Iowa City — Institutional Public (P2) Comprehensive Plan: Iowa City District Plan: Northwest District Plan — Not adopted Neighborhood Open Space District: SW2 File Date: December 3, 2020 45 Day Limitation Period: N/A since associated with an annexation BACKGROUND INFORMATION: The proposed annexation and rezoning are associated with the University of Iowa's property at 1360 Melrose Avenue. The University is proposing to maintain ownership of this land, but enter into a long-term lease with a senior housing developer to redevelop the property at 1360 Melrose Avenue. Typically, the City does not review University projects because it is a State governmental entity and not subject to City zoning regulations; however, the City does have jurisdiction with this redevelopment. Specifically, 14 -2F -6C of the zoning code states "Before a leasehold interest in any land zoned public is conveyed to anyone for a use other than those allowed in the public zone and to anyone other than the government of the United States, the state or a political subdivision thereof, the land must be rezoned to an appropriate zone in which the use is allowed. The use shall be subject to all requirements of the new zone. Further, the zone shall be established as an overlay zone with the underlying zone retaining its original public zone designation." A portion of this property is located within the City of University Heights. Therefore, concurrent with the annexation and rezoning being reviewed by the City, the applicant has submitted a severance application to the City of University Heights. In short, the proposal is to shift the boundary lines of the two cities to avoid a development that crosses jurisdictional boundaries. City staff has been coordinating with the City of University Heights throughout this process. The applicant has proposed a 4 -story senior housing complex that will include 116 dwelling units. The project includes 263 parking spaces, which are located both underneath the building and on a surface lot behind the building. The main access to the development is from Melrose Avenue. The applicant held a virtual good neighbor meeting in September 2020. A summary of the meeting provided by the applicant is attached. ANALYSIS: Annexation The Comprehensive Plan has established a growth policy to guide decisions regarding annexations. The annexation policy states that annexations are to occur primarily through voluntary petitions filed by the property owners. Further, voluntary annexation requests are to be 3 reviewed under the following three criteria. The Comprehensive Plan states that voluntary annexation requests should be viewed positively when the following conditions exist. 1. The area under consideration falls within the adopted long-range planning boundary. A general growth area limit is illustrated in the Comprehensive Plan and on the City's Zoning Map. The City's growth area is located at the fringes of the community within unincorporated Johnson County. The proposed annexation is not located at the City's outskirts, but rather close to the core of the community. Specifically, the proposal requests transferring a portion of land currently within the corporate limits of University Heights to the City of Iowa City. 2. Development in the area proposed for annexation will fulfill an identified need without imposing an undue burden on the City. The Comprehensive Plan encourages growth that is contiguous and connected to existing neighborhoods to reduce the costs of providing infrastructure and City services. The subject property is bordered by the city limits and contiguous to current development and meets the goal of contiguous growth. Public sanitary sewer and water is available to the site and do not need to be upgraded for the project. The site is already served by public transit. Melrose Avenue does have traffic congestion during peak hours of the day; however, most of the congestion will be contained on-site for the proposed use. More details related to the traffic study and proposed improvements are discussed in the rezoning section of this report. The City's affordable housing annexation policy (Resolution 18-211) requires that annexations resulting in 10 or more residential dwelling units provide affordable units equal to 10% of the total units in the annexed area, with an assurance of long-term affordability. The policy was created to apply to greenfield annexations of property in the County at the fringe of the City, and in recognition of the City's considerable discretion in determining whether to annex property. Neither of these conditions are present here. In this case we are just shifting the boundary between two already existing urbanized areas for the purpose of avoiding the unworkable circumstance of a development that straddles two cities. The way that boundary shift is accomplished is through a severance by one city and an annexation by another. Iowa City's annexation of this property is dependent on the severance of the property by University Heights which will be contingent on a 28E agreement specifying the rezoning being requested by the University and sharing of future tax revenue. Therefore, staff has found that the annexation policy does not apply to this annexation. 3. Control of the development is in the City's best interest. The property is adjacent to the City's corporate limits on the north, west, and southwest. The City already provides public services in this area, including transit, Fire, water, and sanitary sewer service. For the reasons stated above, staff finds that the proposed annexation complies with the growth policy. Rezoning Current Zoning: The subject property is currently zoned University Heights Commercial (C) & Institutional Public (P-2). The P-2 zone is reserved for public uses of land owned or land controlled by the State or Federal government, such as university campuses, regional medical facilities, post offices and other State and Federally owned facilities. Proposed Zoning: The applicant is requesting rezoning the subject property to Medium Density Multi -Family (RM -20) with a Planned Development Overlay. Since the University will maintain ownership of the land the P-2 designation will remain. Therefore, the proposed rezoning request is to OPD/RM-20/P-2. The 4 proposed zone allows for a density of 24 dwelling units per net acre of land. The 6.12 -acre site could accommodate 146 dwelling units. The proposal is well under that at 116 dwelling units. As the proposed rezoning will result in a parcel of land with two different zoning designations, staff is recommending a condition that prior to issuance of a building permit the area be re -platted to create lots that conform with the proposed zoning boundaries. General Planned Development Approval Criteria: Applications for Planned Development Rezonings are reviewed for compliance with the following standards according to Article 14-3A of the Iowa City Zoning Ordinance. 1. The density and design of the Planned Development will be compatible with and/or complementary to adjacent development in terms of land use, building mass and scale, relative amount of open space, traffic circulation and general layout. Density, Land Uses, Mass & Scale — The proposed development includes 116 dwelling units at a density of 18 dwelling units per acre. The development is intended for seniors, but it is staff understanding that it will not be exclusively for seniors. The proposed block -scale building is over 700 -feet in length and four stories in height. To the immediate east of the site is an existing single- family and duplex development off of Birkdale Court. The development includes 6 units on 1.62 net acres (3.7 dwelling units per acre). These existing units are 1 to 1.5 stories in height. As part of the OPD rezoning, the applicant is requesting a waiver from the 35' height maximum in the RM - 20 zone to build a 63 -foot building. The proposal attempts to address the difference in scale and density by providing a landscaped buffer between the new building and the existing homes and locating the new building approximately 111 feet away from the adjacent lot line. Existing single- family homes are located to the south of the proposed development and are separated from it by Melrose Avenue. Southwest of the proposed development, located in the City, are existing larger scale multi -family buildings and multi -family zoning. General Layout— Attachments 7 & 8 show the Preliminary OPD and Sensitive Areas Development Plan and the building elevations. The OPD plan shows the general layout of the project site, which includes a multi -family building that fronts both Finkbine Commuter Drive (a private street) and Melrose Avenue. Surface parking is proposed on the eastern portion of the site off of Melrose Avenue. 211 parking spaces are required and the plans shows 228 parking spaces and up to 263 through a potential phase 2 component of the site. This is between 17 and 52 more than is required. The proposed building will be required to conform to the City's Multi -Family Site Development Standards, which regulate the design of parking, landscaping, and screening. This will be reviewed as part of the Site Plan Review process. The Multi -Family Site Development Standards require that parking be located behind the building or screened from public rights-of-way. The applicant has requested a waiver from this standard through the City's minor modification process to allow up to seven parking stalls to be located on the west side of the building. This is an administrative review that staff is currently evaluating. The administrative hearing was held on Friday, February 12. Open Space — The project incorporates an on-site open space area that will contain site amenities such as patio space, seating and gathering areas. The required open space for the site is 2,590 square feet and the area depicted on the plan equals 7,300 square feet. Traffic Circulation — The development will be accessed from Melrose Avenue through a drive leading directly to the surface parking lot behind the building. Limited guest parking is provided off of Finkbine Commuter Drive. Deliveries will also be able to access the site from Finkbine Commuter Drive. 5 2. The development will not overburden existing streets and utilities. The subject property can be serviced by both sanitary sewer and water. The site is also on the City's Melrose Express bus route. As part of the rezoning, staff requested that the applicant complete a traffic study. The executive summary is included in Attachment 9. Here is a summary of the findings of that report: • Current southbound movements at Finkbine Commuter Drive and Melrose Avenue are a Level -of -Service (LOS) F (i.e. failing) during the AM peak hour. This includes traffic traveling south onto Emerald Street and west or east onto Melrose Avenue. • Current eastbound left -turn movements at Finkbine Commuter Drive and Melrose Avenue are a LOS F during the AM peak hour. • A signal is currently warranted at Finkbine Commuter Drive and Melrose Avenue. • While the proposed development does not add much traffic to Finkbine Commuter Drive (e.g. deliveries and guest parking), it will not improve the current situation. • Future southbound movements, at the proposed access to Melrose Avenue, are anticipated to operate at a LOS F on opening day during the AM peak. Vehicle queues would be contained to private property. • An eastbound left -turn lane on Melrose Avenue, at the proposed access, is warranted on opening day. Any additional development along Finkbine Commuter Drive in the future, beyond what is currently proposed, cannot occur without additional improvements at the Finkbine Commuter Drive and Melrose Avenue intersection. At this time, staff is not recommending signalization of this intersection, but will likely require it as part of any future rezonings. For this rezoning, staff is recommending a condition requiring installation of an eastbound left -turn lane on Melrose Avenue at the proposed access to the site. 3. The development will not adversely affect views, light and air, property values and privacy of neighboring properties any more than would a conventional development. The proposed development is larger in scale than surrounding properties; however, light and air are maintained through buffering and distance separation between the existing single-family and duplex residences to the east and the new building. Furthermore, typical University development does not require review by the City. But for the proposed long-term lease with a private senior development group, the University could develop this site without compliance with City zoning. 4. The combination of land uses and building types and any variation from the underlying zoning requirements or from City street standards will be in the public interest, in harmony with the purposes of this Title, and with other building regulations of the City. The applicant has requested a waiver from the 35 -foot height maximum in the RM -20 zone and proposes a building not to exceed 63 -feet in height. Per 14 -3A -4K Modifications to Zoning Requirements, the maximum building height may be modified or waived, provided that the design of the development results in sufficient light and air circulation for each building and adequate, accessible open space for all residents of the development. The proposed elevations, show an s - shaped building design that incorporates private balconies and shared open space. Compliance with the Comprehensive Plan: There is no adopted district plan for the Northwest District, where this property is located. However, the future land use map of the IC 2030 Comprehensive Plan indicates that this area of Iowa City should consist of primarily of public/semi-public space because it is owned by the University of Iowa. 6 The proposed rezoning aligns with several goals of the comprehensive plan: • Land Use Element: Encourage compact, efficient development that is contiguous and connected to existing neighborhoods to reduce the cost of extending infrastructure and services and to preserve farmland and open space at the edge of the city. • Housing Element: Encourage a diversity of housing options in all neighborhoods: o Identify and support infill development and redevelopment in areas where services and infrastructure are already in place. • Transportation Element: Maximize the safety and efficiency of the transportation network. • Environment, Energy, and Resources Element: Recognize the essential role out land use policies play in preserving natural resources and reducing energy consumption. o Encourage compact, efficient development that reduces the cost of extending and maintaining infrastructure and services. o Discourage sprawl by promoting small -lot and infill development Neighborhood Open Space: Open space dedication or fees in lieu will be addressed at the time of subdivision. Based on the 6.31 acres of RM -20 zoning, the developer would be required to dedicate 0.65 acres of land or pay fees in -lieu. The site is located across the street from a public golf course and Villa Park is located two blocks away on Westgate Street. Therefore, fees in lieu would be appropriate. Sensitive Areas Review: The applicant has submitted a Sensitive Areas Development Plan due to the presence of a grove of trees and slopes on the site. The purpose of the Sensitive Areas Ordinance is to permit and define the reasonable use of properties that contain sensitive environmental features and natural resources and allowing reasonable development while protecting these resources from damage. The following paragraphs describe the impact this development will have on the sensitive features of this site. Grove of Trees — The site contains a grove of trees totaling 52,426 square feet (1.2 acres). The SADP identifies the removal of 71.5% (37,508 square feet) of those trees. Since this area of trees is less than 2 acres in size it is not considered a woodland; and therefore, not subject to the woodland retention requirements of the Sensitive Areas Ordinance. Steep, Critical, and Protected Slopes — In terms of slopes, the site contains steep, critical and protected slopes. The Sensitive Areas Ordinance requires a 2 ft. buffer for each foot of vertical rise of the protected slope, up to a maximum buffer of fifty feet (50') (14-51-8D-1). No development activity, including removal of trees and other vegetation, will be allowed within the buffer. The SADP contains 465 square feet of protected slopes, but no disturbance to protected slopes. The SADP identifies the disturbance of 11,626 square feet or 62% of the 18,702 square feet of critical slopes that exists on the site. The Sensitive Areas Ordinance allows a disturbance of critical slopes up to 35%. Since the proposed SADP impacts critical slopes beyond 35% it requires a Level 11 review (14-51-3B), which requires a recommendation from the Planning and Zoning Commission and approval by the City Council. NEXT STEPS: After recommendation from the Planning and Zoning Commission the following will occur: • City Council will need to set a public hearing for both the annexation and rezoning. • Prior to the public hearing, utility companies and non -consenting parties will be sent the annexation application via certified mail. • City Council will hold the public hearing on the annexation and rezoning. 7 • City Council must pass a resolution approving the 28E agreement with the City of University Heights prior to passing a resolution approving the annexation. • Additionally, the City of University Heights must pass a resolution approving the 28E agreement and a resolution approving the severance. • After approval of the annexation, severance, and 28E agreement by both jurisdictions, the applications for annexation, severance, and the 28E agreement will be sent to the State Development Board for consideration and approval. • Upon approval by the State Development Review Board, the City Council can adopt the rezoning ordinance. STAFF RECOMMENDATION: Staff recommends approval of ANN20-0002 and REZ20-0012, a voluntary annexation of approximately 3.61 acres of property located at 1360 Melrose Avenue in University Heights and rezoning of approximately 6.12 acres from University Heights commercial (C) & institutional public (P2) to medium density multi -family residential with a planned development overlay (OPD/RM- 20/P-2) subject to the following conditions: 1. No building permit shall be issued for any of the subject property until the City Council approves a final plat subdividing the subject property to conform to the zoning boundaries established by the zoning ordinance. 2. Prior to issuance of a certificate of occupancy, installation of an eastbound left turn lane on Melrose Avenue at the proposed access subject to review and approval of specifications by the City Engineer. ATTACHMENTS: 1. Location Map 2. Zoning Map 3. Applicant's Statement 4. Annexation Exhibit 5. Rezoning Exhibit 6. Summary of Good Neighbor Meeting 7. Preliminary OPD and Sensitive Areas Development Plan 8. Elevations 9. Traffic Study, Executive Summary Only Approved by: • Dance e itzman, AICP Department of Neighborhood and Development Services 0 0.0275 0.055 I I I 0.11 Miles I I REZ20-0012 1360 Melrose Ave I 1 CITY OF IOWA CITY Prepared By: Joshua Engelbrecht Date Prepared: February 2020 -• 0 An application submitted by MMS Consultants, on behalf of the University of Iowa for the rezoning of 6.12 acres of property from Institutional Public (P2) and University Heights Commercial (C) to Institutional Public (P-2), Medium Density Multi -Family Residential (RM -20) with a Planned Development Overlay (OPD/ RM -20/P-2) at 1360 Melrose Avenue. HIGHLAND DR 0 0.0275 0.055 I � I 0.11 Miles REZ20-0012 1360 Melrose Ave I 1 CITY OF IOWA CITY Prepared By: Joshua Engelbrecht Date Prepared: February 2020 • • ■ • ■ • • • • • • An application submitted by MMS Consultants, on behalf of the University of Iowa for the rezoning of 6.12 acres of property from Institutional Public (P2) and University Heights Commercial (C) to Institutional Public (P-2), Medium Density Multi -Family Residential (RM -20) with a Planned Development Overlay (OPD/RM-20/P-2) at 1360 Melrose Avenue. MI.Ulan - Environmental Specialists Landscape Architects Land Planners Land Surveyors Civil Engineers M M m MMS Consultants, Inc. 1917 5. Gilbert Street Iowa City, Iowa 52240 319.351.8282 m msconsulta nts.net Experts in Planning and Development Since1975 mms@mmsconsultants.net November 24th, 2020 The Board of Regents, State of Iowa, the University of Iowa, Build to Suit, and Newbury Living are jointly submitting a request for: 1) voluntary severance/annexation from the City of University Heights to the City of Iowa City; and 2) a rezoning from Public to an Overlay Planned Development Overlay with underlying RM -20 and P-2 zoning. This is a unique development on vacant land owned by the University of Iowa that does not currently generate any tax revenue for the community. The site, which currently includes property within the jurisdictional boundaries of both the City of Iowa City and the City of University Heights, is an important gateway to the University, including the University of Iowa Hospitals & Clinics. The University will be granting the developers a long-term ground lease to the site, but the University will continue to own the land. The buildings and improvements developed on the site will be assessed and create new tax base for the community. The development plans, site plans, and architectural renderings have all been extensively vetted and approved by University leadership, including the University's planning department and the University Architect. The annexation and severance from University Heights allows the city boundary to shift to the east placing the entire parcel and development into the City of Iowa City. The voluntary severance and annexation has been contemplated in a series of work sessions over the past last 18 months with University Heights Council; subject to a 28E Agreement for the sharing of property taxes and other items between the City of Iowa City, the City of University Heights, and the University of Iowa. The applicants propose a rezoning from Public to a Multifamily OPD -RM -20/P-2 zoning to allow for the construction of an active adult multi -family project. The use is generally consistent with the comprehensive plan for the area, and is compatible with the mix of multi -family and medium to high density residential uses in the surrounding neighborhood, complementary to the University of Iowa's Finkbine Golf Course & Clubhouse, and consistent with other recently completed re -development projects. There is substantial existing public infrastructure and utilities in place to support the requested change in zoning. Finally, the Developer has made a couple of informal preliminary submittals to the City of Iowa City. Staff comments from those submittals have been considered and plans have been adjusted where the design and development team deemed appropriate. The final submittal illustrates a building which is four stories and has one area of underground parking that is within the 15' setback recommended by the code. These variations warrant the request for a rezoning to an Overlay Planned Development. These are the only remaining deviations from the zoning code. Attached Exhibit A documents the deviations from the code sections along with justifications for approval of the plan as submitted. At the request of Staff, the final site submittals will be used to complete a traffic study as directed by Kent Ralston at Environmental Specialists Landscape Architects Land Planners Land Surveyors Civil Engineers M M m MMS Consultants, Inc. 1917 5. Gilbert Street Iowa City, Iowa 52240 319.351.8282 m msconsulta nts.net Experts in Planning and Development Since1975 mms@mmsconsultants.net City of Iowa City. The plans for this site have resulted in a reduced the number of parking stalls than were associated with the previous University Athletic Club located on this same site. Traffic flows/movements from the new development will be an improvement to the Melrose corridor when compared to the Athletic Club. Finally, as recommended by staff, the applicants held a neighborhood meeting with the surrounding community to introduce the project and solicit feedback/discussion. The design team and University leadership presented the project and discussed the plans for the development. Feedback and discussion at the meeting were overwhelmingly positive. In addition to the meeting, members of the development team have met several of the neighbors on-site. The comments from the on-site meetings were also overwhelmingly positive. We believe this neighborhood support is further evidence that we should be approved as submitted. Meeting notes from those discussions were previously sent to City of Iowa City staff. Exhibit A: Code Variation Items for The James on Melrose 14-5A-5:Flb: Title 14 Zoning Code, Chapter 5 - Site Development Standards, Article 5: Construction and Design Standards, Section F. Standards for Structured Parking in Multi -family, Subsection 1. Parking within Building, item b: In Multi -Family Zones, structured parking is not permitted on the ground level floor of the building for the first fifteen feet (15') of building depth as measured from the street -facing building wall. On lots with more than one street frontage this parking setback must be met along each street frontage, unless reduced or waived by minor modification. When considering a minor modification request, the City will consider factors such as street classification, building orientation, location of primary entrance(s) to the building, and unique site constraints such as locations where the residential building space must be elevated above the floodplain. The project requests a minor modification at the main entrance of the building, located at the west elevation along Finkbine Commuter Drive, where grade would drop down lower than the 3' from ceiling height to be classified as underground parking (subsection d) to accommodate the at grade entry. All other areas of parking would meet the criteria of subsection d as it pertains to below -grade parking and not being located within the first 15 feet of the ground floor. 14-2B-4:Cle: Title 14 Zoning Code, Chapter 2 - Base Zones, Article B: Multi -family Residential Zones, Section 4: Dimensional Requirements, Subsection C: Building Bulk Standards, item le: Adjustment of Height Standards: Environmental Specialists Landscape Architects Land Planners Land Surveyors Civil Engineers M M m MMS Consultants, Inc. 1917 5. Gilbert Street Iowa City, Iowa 52240 319.351.8282 m msconsulta nts.net Experts in Planning and Development Since1975 mms@mmsconsultants.net (1) The maximum height for a principal building may be increased; provided, that for each foot of height increase above the height standard, the front, side, and rear setbacks are each increased by an additional two feet (2'); and provided, that an increase in height does not conflict with the provisions of chapter 6, "Airport Zoning", of this title. (2) A minor modification may also be requested to adjust the maximum height for a particular building or property according to the procedures and approval criteria for minor modifications contained in chapter 4, article B of this title. The project requests a minor modification to increase the overall height of the building. The project does not conflict with the provisions of Chapter 6: Airport Zoning. The requested height increase would be a height of 65'-0". The project is setback from neighboring properties where such height would not impede access to sunlight. There are precedents for similar structures and height increases located along Melrose. Grade level is raised on the south end of the building to place parking below grade and lower the height. The north end of the building is lowered a full story to work with existing grade and lower the overall height as well. 14-2B-6:Cle: Title 14 Zoning Code, Chapter 2 - Base Zones, Article B: Multi -family Residential Zones, Section 6: Site Development Standards, Subsection C: Location and Design Standards for Surface Parking and Detached Garages, item 1: Location: Surface parking, parking within accessory structures, and loading areas must be located behind principal building(s) and concealed from view of fronting streets. Parking and loading areas may not be located directly between a principal building and the street or within the required side setback area. Any portion of a parking or loading area that is not completely concealed from view of a fronting street must be screened to the S2 standard. (See figures 2B.4 and 2B.5 below.) (Ord. 05-4186, 12-15-2005) The project requests a minor modification to allow for a small amount of parking on the west side of the building, located between the principle building and the street frontage along Finkbine Commuter Drive. This parking will serve as accessible parking and guest parking for visitors to the building. A precedent is established at the Finkbine Clubhouse, located across the street from this project where parking is located in the frontage. NORTH QUARTER CORNER OF SECTION 17–T79N–R6W OF THE FIFTH P.M. FOUND 5\8" PIN W\ LS CAP 12531 1548.99' AWA =UE SE©TTCM 17=779N= d j FMo DT E C�00 0 10 25 50 75 100 GRAPHIC SCALE IN FEET 1".100' F CICU FMKBANIE CECIL N88'51'11"E RBCS ANNEXATION EXHIBIT A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN UNIVERSITY HEIGHTS , JOHNSON COUNTY, IOWA COU RBCS N88'51'11 "E Point of Beginning 388.89' CENTERLINE FINKBINE COMMUTER DRIVE CTY OIF TCMLa CrY LEGEND AND NOTES A - CONGRESSIONAL CORNER, FOUND A - CONGRESSIONAL CORNER, REESTABLISHED – CONGRESSIONAL CORNER, RECORDED LOCATION • – PROPERTY CORNER(S), FOUND (as noted) O – PROPERTY CORNERS SET (5/8" Iron Pin w/ yellow, plastic LS Cap embossed with "MMS" ) 0 - CUT "X" – PROPERTY &/or BOUNDARY LINES – CONGRESSIONAL SECTION LINES – RIGHT–OF–WAY LINES – CENTER LINES 1 1 1 — – EXISTING CITY LIMITS – LOT LINES, PLATTED OR BY DEED – EASEMENT LINES, WIDTH & PURPOSE NOTED – EXISTING EASEMENT LINES, PURPOSE NOTED (R) – RECORDED DIMENSIONS (M) – MEASURED DIMENSIONS C22-1 – CURVE SEGMENT NUMBER UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE IN FEET AND HUNDREDTHS EXISTING CORPORATE LIMITS z 0 0 0 CT O rn 1 UMMC RM7V A7NLI f SU o 3TMTSDOO N LUZ, IN ALGORDANGE MTh THE PLAT THEREOF REGORPEP IN PLAT BOOK 35 AT PAGE 306 OF THE REGORPS OF THE JOHNSON COUNTY RECORDER'S OFFICE. City of Iowa City Proposed Annexation 3.61 AC SOUTHWEST CORNER OF LOT 1 07.44' N80 37,39"w 7141- 7'Y OF UTITMIErYY HEM HTS Ng 742 89 1g2.8g•R 7'5.44'42- rn 0 oco rn S8617'36"W 46.00' o 3 rn U � 1E rn / SOUTHEAST CORNER OF LOT 1 SCA, =SE SC CA=DCN 8=T779N- ©M ll 0 R6W FOCWLa©Tll NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 17 S88'51'11 "W 656.83' CTTY00 CUTUCY IMI / \ NSUTY ATE LIE7M CLU SU o MMDSKA IN A060RPANGE 600K35ATP 0 WITH THE PLAT THEREOF RECORDED IN PLAT SE 306 OF THE RECORDS OF THE JOHNSON COUNTY RECORDER' OFFICE V NORTHEAST CORNER OF SECTION 17–T79N–R6W OF THE FIFTH P.M. FOUND 5\8" PIN W\ YELLOW PLASTIC LS CAP 8165 BOOK 38 AT PAGE 156 F HEIGHTS AUDTOO NIS PARCEL 200150677 IN AGCORPANGE WITH THE PLAT THEREOF RECORDED IN PLAT :00K 60 AT PAGE 10 OF THE REGORPS OF THE JOHNSON COUNTY REGORPER'S OFF I6E. t 1 _L ARJD470HIS PARCEL 20010091 IN AGGORPANGE WITH THE PLAT THEREOF RECORDED , IN PLAT BOOK 60 AT PAGE 316 OF THE / RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE., &UJO OR'SPARCEL 2 150000 I IN AGGORPANGE MTh THE PLAT THEREOF REGORPEP HS OF E IN ONCOUNTYR G RDER"I PLAT �O TPAOE ITHE RECOR E DESCRIPTION - PROPOSED ANNEXATION - I A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, AND A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, DESCRIBED AS FOLLOWS: Commencing at the Northeast Corner of Section 17, Township 79 North, Range 6 West, of the Fifth Principal Meridian, Johnson County, Iowa; Thence S88°51'11 "W, along the North Line of the Northeast Quarter of said Section 17, a distance of 656.83 feet, to the Point of Beginning; Thence S01 °08'49"E, 237.28 feet, to a Point on the East Line of Lot 1 of University Athletic Club Subdivision, in accordance with the Plat thereof Recorded in Plat Book 38 at Page 306 of the Records of the Johnson County Recorder's Office; Thence S86°17'36"W, along said East Line, 46.00 feet; Thence S61 °52'41 "W, along said East Line, 61.55 feet; Thence S00°03'18"E, along said East Line, 225.16 feet, to the Southeast Corner thereof; Thence N75°44'24"W, along the South Line of said Lot 1, and the Northerly Right -of -Way Line of Melrose Avenue, 192.89 feet; Thence N80°37'39"W, along said South Line and Northerly Right -of -Way Line, 107.44 feet, to the Southwest Corner of said Lot 1; Thence N00°05'06"W, along the West Line of said Lot 1, and the Northerly Projection thereof 421.60 feet, to its intersection with the North Line of the Northeast Quarter of said Section 17; Thence N88°51'11 "E, along said North Line, 388.89 feet, to the Point of Beginning. Said Annexation Tract contains 3.61 Acres, and is subject to easements and restrictions of record. 3.61 AC M M CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision ANNEXATION EXHIBIT A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN UNIVERSITY HEIGHTS JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Date: 0 11-10-2020 Designed by: KJ B Drawn by: RLW Checked by: DMW Project No: IOWA CITY 7331-050 Field Book No: Scale: Sheet No: 1"=100' 1 of: 1 G:A7331\7331-050\7331 LOCATION MAP - N.T.S. NA 1 1 li /4,11 Uhl IV ER SITY OF LOW d - LOW 4 C1TY CAMPU; r hml:hine di SW SE 8-7)-6 w r T. J ilks ;'I SE 8-7S-6 i El i ' (• PROPOSED ANNEXATION , y 4 °' 0iii 1 4 7141 \� , 4WD: -_J CI- AU - � l = i mum 111A7 ill ill I will .1 isiLiiii milli - —. 1 ' A 11 II# yla c" r ' : LI PARK r -A 1 sl �f- aF `fMINIENr1!rOJIEV� �'' r I il V NORTHEAST CORNER OF SECTION 17–T79N–R6W OF THE FIFTH P.M. FOUND 5\8" PIN W\ YELLOW PLASTIC LS CAP 8165 BOOK 38 AT PAGE 156 F HEIGHTS AUDTOO NIS PARCEL 200150677 IN AGCORPANGE WITH THE PLAT THEREOF RECORDED IN PLAT :00K 60 AT PAGE 10 OF THE REGORPS OF THE JOHNSON COUNTY REGORPER'S OFF I6E. t 1 _L ARJD470HIS PARCEL 20010091 IN AGGORPANGE WITH THE PLAT THEREOF RECORDED , IN PLAT BOOK 60 AT PAGE 316 OF THE / RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE., &UJO OR'SPARCEL 2 150000 I IN AGGORPANGE MTh THE PLAT THEREOF REGORPEP HS OF E IN ONCOUNTYR G RDER"I PLAT �O TPAOE ITHE RECOR E DESCRIPTION - PROPOSED ANNEXATION - I A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, AND A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, DESCRIBED AS FOLLOWS: Commencing at the Northeast Corner of Section 17, Township 79 North, Range 6 West, of the Fifth Principal Meridian, Johnson County, Iowa; Thence S88°51'11 "W, along the North Line of the Northeast Quarter of said Section 17, a distance of 656.83 feet, to the Point of Beginning; Thence S01 °08'49"E, 237.28 feet, to a Point on the East Line of Lot 1 of University Athletic Club Subdivision, in accordance with the Plat thereof Recorded in Plat Book 38 at Page 306 of the Records of the Johnson County Recorder's Office; Thence S86°17'36"W, along said East Line, 46.00 feet; Thence S61 °52'41 "W, along said East Line, 61.55 feet; Thence S00°03'18"E, along said East Line, 225.16 feet, to the Southeast Corner thereof; Thence N75°44'24"W, along the South Line of said Lot 1, and the Northerly Right -of -Way Line of Melrose Avenue, 192.89 feet; Thence N80°37'39"W, along said South Line and Northerly Right -of -Way Line, 107.44 feet, to the Southwest Corner of said Lot 1; Thence N00°05'06"W, along the West Line of said Lot 1, and the Northerly Projection thereof 421.60 feet, to its intersection with the North Line of the Northeast Quarter of said Section 17; Thence N88°51'11 "E, along said North Line, 388.89 feet, to the Point of Beginning. Said Annexation Tract contains 3.61 Acres, and is subject to easements and restrictions of record. 3.61 AC M M CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision ANNEXATION EXHIBIT A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN UNIVERSITY HEIGHTS JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Date: 0 11-10-2020 Designed by: KJ B Drawn by: RLW Checked by: DMW Project No: IOWA CITY 7331-050 Field Book No: Scale: Sheet No: 1"=100' 1 of: 1 G:A7331\7331-050\7331 NORTH QUARTER CORNER OF SECTION 17-T79N-R6W OF THE FIFTH P.M. FOUND 5\8" PIN W\ LS CAP 12531 1937.88' NWA. = UE1 `V' OE TUON 111%f=Ill 9N= REZONING EXHIBIT A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, AND A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, ALL OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN R6j F E o INE GOLF COU 111 0 10 25 50 75 100 GRAPHIC SCALE IN FEET 1"=100' A=71'34'33" R= 50.00' L=62.46' T= 36.05' C= 58.48' CB=N46'34'01 "E N10'46'45"E 23.66' �l 0=1'04'43" R=5779.65'- L=108.82' T=54.41' C=108.81' CB=N79'38'41 "W NKMINE GOL F COURSE 0=56'28'34" R=197.50' L=194.67' T=106.07' C=186.89' CB=N28'05'14"E S88'51'11 "W RBCS LEGEND AND NOTES A c. A 0 (M) M C22-1 - CONGRESSIONAL CORNER, FOUND - CONGRESSIONAL CORNER, REESTABLISHED - CONGRESSIONAL CORNER, RECORDED LOCATION - PROPERTY CORNER(S), FOUND (as noted) - PROPERTY CORNERS SET (5/8" Iron Pin w/ yellow, plastic LS Cap embossed with "MMS" ) - CUT "X" - PROPERTY &/or BOUNDARY LINES - CONGRESSIONAL SECTION LINES - RIGHT-OF-WAY LINES - CENTER LINES - LOT LINES, INTERNAL - LOT LINES, PLATTED OR BY DEED - EASEMENT LINES, WIDTH & PURPOSE NOTED - EXISTING EASEMENT LINES, PURPOSE NOTED - RECORDED DIMENSIONS - MEASURED DIMENSIONS - CURVE SEGMENT NUMBER UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE IN FEET AND HUNDREDTHS TO IOWA CITY, JOHNSON COUNTY, IOWA A=4025'37" R=200.00' L=141.12' T=73.64' C=138.21' CB=N36'06'43"E N56'19'31 "E 32.99 CENTERLINE FINKBINE COMMUTER DRIVE A=8210'20" R=112.50' L=162.00' T=98.67' C=148.36' CB=N41'06'07"E 1\182'21'17:E 89.68 - 164.09' z 0 0 ow to • N hJ N88'51'11"E 222.70' Point of Beginning UNME OOT lI ATHLETM C ONSoO l/ MON N N *co 0 LUZ, IN ACCORDANOE MTh THE PLAT THEREOF REGORGED IN PLAT GOOK 35 AT PASS 306 OF THE RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE. Proposed OPD RM -20/P-2 Zone 6.12 AC 80.31'33,,w S OTDOO N 17 -779N -NSW SOUTHWEST CORNER OF LOT 1 Ngo 07.44. 37'39, yy 92 • 8g, 19,) 75 44,42 W 6 s U1 0 0 0 00 S8617'36"W 46.00' N N 2 rn SOUTHEAST CORNER OF LOT 1 F OCA, -SE SEC71ON -T 11 9N - K\ Ko NCS 0©t NORTH 1-1 6 V V LINE OF THE NORTHEAST QUARTER OF SECTION 17 656.83' S88'51'11 "W (AMOo Y IMI /�/ M5 ROOT ll A7FIL K SUMMON \ N AGGORDANCE 1500K35AT2 v WITH THE PLAT THEREOF RECORDED IN PLAT SE 306 OF THE RECORDS OF THE JOINSON COUNTY RECORDER'S OFFICE V NORTHEAST CORNER OF SECTION 17-T79N-R6W OF THE FIFTH P.M. FOUND 5\8" PIN W\ YELLOW PLASTIC LS CAP 8165 BOOK 38 AT PAGE 156 MUTTON'S PARCEL 200150077 IN ACCORDANCE WITH THE PLAT THEREOF RECORDED IN PLAT :00K 60 AT PAGE 10 OF THE RECORDS OF TEE JOHNSON COUNTY RECORDER'S OFFICE. _L AUDTTORIS PARCEL 20 0091 IN ACCORDANCE WITH THE PLAT THEREOF RECORDED , IN PLAT GOOK 60 AT PAGE 316 OF THE / RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE. &UONO[RIS PZURC IEL 20115066 I IN ACCORDANCE WITH THE PLAT THEREOF RECORDED OF HE / PLAT SO JOHN ON40 ATCOUNTYPASEIR 6 THE RDER'S COROFFIGS DESCRIPTION - PROPOSED OPD RM -20/P-2 ZONE - I A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, AND A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, ALL OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, DESCRIBED AS FOLLOWS: Commencing at the Northeast Corner of Section 17, Township 79 North, Range 6 West, of the Fifth Principal Meridian, Johnson County, Iowa; Thence S88°51'11"W, along the North Line of the Northeast Quarter of said Section 17, a distance of 656.83 feet, to the Point of Beginning; Thence S01 °08'49"E, 237.28 feet, to a Point on the East Line of Lot 1 of University Athletic Club Subdivision, in accordance with the Plat thereof Recorded in Plat Book 38 at Page 306 of the Records of the Johnson County Recorder's Office; Thence S86°17'36"W, along said East Line, 46.00 feet; Thence S61 °52'41 "W, along said East Line, 61.55 feet; Thence S00°03'18"E, along said East Line, 225.16 feet, to the Southeast Corner thereof; Thence N75°44'24"W, along the South Line of said Lot 1, and the Northerly Right -of -Way Line of Melrose Avenue, 192.89 feet; Thence N80°37'39"W, along said South Line and Northerly Right -of -Way Line, 107.44 feet, to the Southwest Corner of said Lot 1; Thence N80°31'33"W, along said Northerly Right -of -Way Line, 164.09 feet; Thence Northwesterly, 108.82 feet, along said Northerly Right -of -Way Line on a 5779.65 foot radius curve, concave Southwesterly, whose 108.81 foot chord bears N79°38'41"W, to its intersection with the Centerline of the Finkbine Commuter Drive; Thence N10°46'45"E, along said Centerline, 23.66 feet; Thence Northeasterly, 62.46 feet, along said Centerline on a 50.00 foot radius curve, concave Southeasterly, whose 58.48 foot chord bears N46°34'01"E; Thence N82°21'17"E, along said Centerline, 89.68 feet; Thence Northeasterly, 162.00 feet, along said Centerline on a 112.50 foot radius curve, concave Northwesterly, whose 148.36 foot chord bears N41 °06'07"E; Thence N00°09'02"W, along said Centerline, 123.22 feet; Thence Northeasterly, 194.67 feet, along said Centerline on a 197.50 foot radius curve, concave Southeasterly, whose 186.89 foot chord bears N28°05'14"E; Thence N56°19'31"E, along said Centerline, 32.99 feet; Thence Northeasterly, 141.12 feet, along said Centerline on a 200.00 foot radius curve, concave Northwesterly, whose 138.21 foot chord bears N36°06'43"E; Thence N88°51'11 "E, 222.70 feet; Thence S01 °08'49"E, 226.90 feet, to the Point of Beginning. Said Tract of Land contains 6.12 Acres, and is subject to easements and restrictions of record. 6.12 AC M M CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision REZONING EXHIBIT A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, AND A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, ALL OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN UNIVERSITY HEIGHTS AND IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Date: Designed by. KJB 11-10-2020 Field Book No: Drawn by Checked by Project No: IOWA CITY 7331-050 RLW Scale: 1"=100' DMW Sheet No: 1 of: 1 LOCATION MAP - N.T.S. Iv Uhl NER SITY 4F ... A-za• {Ir'l .1kMPUi ` • -i Mnili ac eili 4,5.. T. Filhb iri` ;? SE 8-79-6 -7' ow . 4 PROPOSED RM -20 ZONE ipi 4 w lk 11 ° 'ik, L .i ..e.sa_,4,_,_-_____________ ilt. lea�___ ' Ir L Vir ._ .0441 `terAliE, __J /�'; Agt.... �� � al . i , in ME . }\ ti ■ I f S u� 0.41r, illr HOS ilium IS q :itis. mumm.r 1 ir .4 Ni, ■ r 1_ 11111111 2' . • H -I -A PARkip...K v IPansl I -^- � r' _- r t . i,7 ...I 1. E . „ u .... I. �. ,.... mu. mki pm V NORTHEAST CORNER OF SECTION 17-T79N-R6W OF THE FIFTH P.M. FOUND 5\8" PIN W\ YELLOW PLASTIC LS CAP 8165 BOOK 38 AT PAGE 156 MUTTON'S PARCEL 200150077 IN ACCORDANCE WITH THE PLAT THEREOF RECORDED IN PLAT :00K 60 AT PAGE 10 OF THE RECORDS OF TEE JOHNSON COUNTY RECORDER'S OFFICE. _L AUDTTORIS PARCEL 20 0091 IN ACCORDANCE WITH THE PLAT THEREOF RECORDED , IN PLAT GOOK 60 AT PAGE 316 OF THE / RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE. &UONO[RIS PZURC IEL 20115066 I IN ACCORDANCE WITH THE PLAT THEREOF RECORDED OF HE / PLAT SO JOHN ON40 ATCOUNTYPASEIR 6 THE RDER'S COROFFIGS DESCRIPTION - PROPOSED OPD RM -20/P-2 ZONE - I A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, AND A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, ALL OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, DESCRIBED AS FOLLOWS: Commencing at the Northeast Corner of Section 17, Township 79 North, Range 6 West, of the Fifth Principal Meridian, Johnson County, Iowa; Thence S88°51'11"W, along the North Line of the Northeast Quarter of said Section 17, a distance of 656.83 feet, to the Point of Beginning; Thence S01 °08'49"E, 237.28 feet, to a Point on the East Line of Lot 1 of University Athletic Club Subdivision, in accordance with the Plat thereof Recorded in Plat Book 38 at Page 306 of the Records of the Johnson County Recorder's Office; Thence S86°17'36"W, along said East Line, 46.00 feet; Thence S61 °52'41 "W, along said East Line, 61.55 feet; Thence S00°03'18"E, along said East Line, 225.16 feet, to the Southeast Corner thereof; Thence N75°44'24"W, along the South Line of said Lot 1, and the Northerly Right -of -Way Line of Melrose Avenue, 192.89 feet; Thence N80°37'39"W, along said South Line and Northerly Right -of -Way Line, 107.44 feet, to the Southwest Corner of said Lot 1; Thence N80°31'33"W, along said Northerly Right -of -Way Line, 164.09 feet; Thence Northwesterly, 108.82 feet, along said Northerly Right -of -Way Line on a 5779.65 foot radius curve, concave Southwesterly, whose 108.81 foot chord bears N79°38'41"W, to its intersection with the Centerline of the Finkbine Commuter Drive; Thence N10°46'45"E, along said Centerline, 23.66 feet; Thence Northeasterly, 62.46 feet, along said Centerline on a 50.00 foot radius curve, concave Southeasterly, whose 58.48 foot chord bears N46°34'01"E; Thence N82°21'17"E, along said Centerline, 89.68 feet; Thence Northeasterly, 162.00 feet, along said Centerline on a 112.50 foot radius curve, concave Northwesterly, whose 148.36 foot chord bears N41 °06'07"E; Thence N00°09'02"W, along said Centerline, 123.22 feet; Thence Northeasterly, 194.67 feet, along said Centerline on a 197.50 foot radius curve, concave Southeasterly, whose 186.89 foot chord bears N28°05'14"E; Thence N56°19'31"E, along said Centerline, 32.99 feet; Thence Northeasterly, 141.12 feet, along said Centerline on a 200.00 foot radius curve, concave Northwesterly, whose 138.21 foot chord bears N36°06'43"E; Thence N88°51'11 "E, 222.70 feet; Thence S01 °08'49"E, 226.90 feet, to the Point of Beginning. Said Tract of Land contains 6.12 Acres, and is subject to easements and restrictions of record. 6.12 AC M M CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision REZONING EXHIBIT A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, AND A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, AND A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, ALL OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN UNIVERSITY HEIGHTS AND IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Date: Designed by. KJB 11-10-2020 Field Book No: Drawn by Checked by Project No: IOWA CITY 7331-050 RLW Scale: 1"=100' DMW Sheet No: 1 of: 1 ASK STUDIO ARCHITECTS SCHIPPER KASTNER MEETING MINUTES ARCHITECTURE INTERIORS PLANNING PROJECT NAME: Finkbine Active Adult PROJECT NUMBER: 19015 DATE: PRESENT: 09.17.2020 — 6:OOpm — Good Neighbor Meeting, via Zoom Frank Levy, Newbury; Ben Logsdon, Focus; Nate Kaeding, BTS; Brent Schipper, Kurtis Wolgast, ASK; Anne Russett, City of Iowa City; David Kieft, Adele Vanarsdale, U of I, (+ 13 others); Discussion Topics: 1. Meeting to discuss the project with the surrounding neighborhood and community. a. DK: discussed how the project came to fruition, City process, property taxes, P3, City jurisdiction and boundaries b. BL: discussed existing site characteristics and context c. BS: discussed proposed site plan, general discussion on site. d. Site Design: i. Breaking up fagade with serpentine layout; other factors e. Building Images: i. Model shots of The James at Melrose shown 1. Made note of landscaping plan not fully developed — will consider vegetative screening to neighboring developments 2. Visual screen along Melrose 3. Shortest point from Birkdale property line to our building is 130'. ii. Reference to 4000 Ingersoll — north fagade image shown 1. Emphasis on fenestration 2. Collection of materials f. Next Steps i. AR: discussed P&Z, City Council meeting — public meetings where people can continue to voice their opinion. ii. BL: anticipate rezoning application will be submitted mid-October. 1. Approvals over winter, with anticipated start of Spring 2021. 2. Opening 2022. iii. DK: Board of Regents meeting required for long term agreement — seen as a formality at this point, and not concerned. iv. DK: Annexation / severance documents of land between Iowa City and University Heights. 1. Gifting tract of land to University Heights as part of agreement 2. Questions from Attendees: 6:49 jhantcapYhoixhAthaorrMithv# rinv,#D#$3645# S484815::19:3:4# ARCHITECTURE INTERIORS PLANNING a. What is the price point? FL: Around $2 /SF range. b. What are the sizes of units? FL: Size will range from 750sf— 1,200sf — 2,000sf unit sizes. Possible for a few micro units c. Are units able to be sublet? FL: Units will not be able to be sublet. d. Will there be a restaurant? FL: no food service or restaurant planned. There will be a lounge area where food could be catered, or tenants could reserve to host parties. DK: The Finkbine clubhouse has restaurant and bar that is open to the public. Several local shops and restaurants in the area that will benefit from a new influx of people to this area. e. What is the setback along Melrose? KW: 40' front yard setback. — confirmed by AR. Melrose will not be altered. f. How far is the driveway to the Birkdale property line? KW: 75' g. What is the demographic? FL: mid-upper incomes; people in the latter stages of careers, near retirement. h. Hope you will minimize light pollution (comment noted from chat). 6 :494tl dx h/ Jx13n43AME4p allivAID43645# S41434815::19:3:* ARCHITECTURE INTERIORS PLANNING PRELIMINARY OPD AND SENSITIVE AREAS PLAN FINKBINE -THE JAMES ON MELROSE IOWA CITY, IOWA LEGAL DESCRIPTION Commencing at the Northeast Corner of Section 17, Township 79 North, Range 6 West, of the Fifth Principal Meridian, Johnson County, Iowa; Thence S88°51'11"W, along the North Line of the Northeast Quarter of said Section 17, a distance of 656.83 feet, to the Point of Beginning; Thence S01 °08'49"E, 237.28 feet, to a Point on the East Line of Lot 1 of University Athletic Club Subdivision, in accordance with the Plat thereof Recorded in Plat Book 38 at Page 306 of the Records of the Johnson County Recorder's Office; Thence S86°17'36"W, along said East Line, 46.00 feet; Thence S61 °52'41 "W, along said East Line, 61.55 feet; Thence S00°03'18"E, along said East Line, 225.16 feet, to the Southeast Corner thereof; Thence N75°44'24"W, along the South Line of said Lot 1, and the Northerly Right -of -Way Line of Melrose Avenue, 192.89 feet; Thence N80°37'39"W, along said South Line and Northerly Right -of -Way Line, 107.44 feet, to the Southeast Corner of said Lot 1; Thence N80°31'33"W, along said Northerly Right -of -Way Line, 164.09 feet; Thence Northwesterly, 108.82 feet, along said Northerly Right -of -Way Line on a 5779.65 foot radius curve, concave Southwesterly, whose 108.81 foot chord bears N79°38'41 "W, to its intersection with the Centerline of the Finkbine Commuter Drive; Thence N10°46'45"E, along said Centerline, 23.66 feet; Thence Northeasterly, 62.46 feet, along said Centerline on a 50.00 foot radius curve, concave Southeasterly, whose 58.48 foot chord bears N46°34'01"E; Thence N82°21'17"E, along said Centerline, 89.68 feet; Thence Northeasterly, 162.00 feet, along said Centerline on a 112.50 foot radius curve, concave Northwesterly, whose 148.36 foot chord bears N41 °06'07"E; ThenceN00°09'02"W, along said Centerline, 123.22 feet; Thence Northeasterly, 194.67 feet, along said Centerline on a 197.50 foot radius curve, concave Southeasterly, whose 186.89 foot chord bears N28°05'14"E; Thence N56°19'31"E, along said Centerline, 32.99 feet; Thence Northeasterly, 141.12 feet, along said Centerline on a 200.00 foot radius curve, concave Northwesterly, whose 138.21 foot chord bears N36°06'43"E; Thence N88°51'11 "E, 22.70 feet; Thence S01 °08'49"E, 226.90 feet, to the Point of Beginning. Said Tract of Land contains 6.12 Acres, and is subject to easements and restrictions of record. PROPOSAL APPLICANT PLANS TO CONSTRUCT A MULTI -FAMILY BUILDING ON 6.12 ACRES. DEVELOPMENT SCHEDULE APPLICANT PLANS TO BEGIN CONSTRUCTION IN SPRING 2021, LASTING THRU SUMMER 2022. PHASE TWO PARKING LOT CONSTRUCTION, (IF NEEDED), IS ANTICIPATED TO BE COMPLETE BY SUMMER 2022. DEVELOPMENT CHARACTERISTICS PROPOSED ZONING: OPD -RM -20/P-2 (MULTI -FAMILY) SETBACK REQUIREMENTS BUILDING SETBACKS: FRONT YARD FRONT YARD SIDE YARD REAR YARD LOT CHARACTERISTICS LOT AREA BUILDING AREA PAVING AREA (INCLUDES PHASE 2) GREEN SPACE AREA REQUIRED 40 FEET (MELROSE AVE) 20 FEET (EXISTING WALK ALONG FINKBINE COMMUTER DRIVE) 10 FEET 20 FEET 266,611 SF (100%)(6.12 AC) 48,708 SF (18.3%) 76,750 SF (28.8%) 141,153 SF (52.9%) THE ON-SITE SHARED OPEN SPACE AREA WILL CONTAIN SITE AMENITIES SUCH AS PATIO SPACE, SEATING AND GATHERING AREAS. THE REQUIRED OPEN SPACE FOR THE SITE IS 2,590 SQUARE FEET, (259 BEDROOMS x 10 SF). THE AREA DEPICTED ON THIS PLAN ENCOMPASSES 7,300 SQUARE FEET. TOTAL IMPERVIOUS AREA OF SITE HAS BEEN REDUCED BY 32,500 SF WITH THIS SITE PLAN VERSUS THE PREVIOUS SITE PLAN BUILDING CHARACTERISTICS 1ST 2ND 3RD 4TH 5TH TOTAL 1 BEDROOM UNIT 2 4 7 5 3 21 2 BEDROOM UNIT 6 12 12 13 4 47 3 BEDROOM UNIT 6 11 11 9 6 43 3L BEDROOM UNIT 0 1 1 2 1 5 TOTAL UNITS 116 UNITS PARKING REQUIREMENTS 1 STALL PER 1 BR UNIT = 21 PARKING STALLS 2 STALLS PER 2 BR UNIT = 94 PARKING STALLS 2 STALLS PER 3 BR UNIT = 96 PARKING STALLS TOTAL PARKING STALLS REQUIRED = 211 PARKING STALLS TOTAL PARKING STALLS PROVIDED 115 PARKING STALL IN LOWER LEVEL GARAGES (INCLUDING 5 ADA STALLS) 104 EXTERIOR PARKING STALLS (INCLUDING 5 ADA STALLS), PHASE 1 35 EXTERIOR PARKING STALLS, PHASE 2 TOTAL PARKING STALLS PROVIDED = 219 PARKING STALLS (INCLUDING 10 ADA STALLS), PHASE 1 TOTAL PARKING STALLS PROVIDED = 254 PARKING STALLS (INCLUDING 10 ADA STALLS), PHASE 2 BICYCLE PARKING IS PROVIDED WITH HANGING RACKS AT EACH GARAGE PARKING STALL. BICYCLE PARKING WILL BE REVIEWED WITH THE SITE PLAN APPLICATION. THE COMPLETE SITE UTILITY DESIGN, INCLUDING ELEVATIONS, AND ALL REQUIRED NOTES AND DETAILS, WILL BE PROVIDED WITH THE SITE PLAN APPLICATION. NOTE: NO DEVELOPMENT ACTIVITY OR REMOVAL OF TREES MAY TAKE PLACE WITHIN PROTECTED SLOPE BUFFER AREAS THE APPLICANT REQUESTS A WAIVER FOR THE MAXIMUM HEIGHT REQUIREMENT FOR THIS ZONE. THE MAXIMUM HEIGHT PROPOSED IS 63 FEET. CONSTRUCTION LIMITS STANDARD LEGEND AND NOTES PROPERTY &/or BOUNDARY LINES - CONGRESSIONAL SECTION LINES RIGHT-OF-WAY LINES ------------- - - EXISTING RIGHT-OF-WAY LINES CENTER LINES EXISTING CENTER LINES LOT LINES, INTERNAL - LOT LINES, PLATTED OR BY DEED - - - PROPOSED EASEMENT LINES - - EXISTING EASEMENT LINES 0., - BENCHMARK (R) - RECORDED DIMENSIONS 22-1 - CURVE SEGMENT NUMBER -EXIST- -PROP- O - POWER POLE # - POWER POLE W/DROP 4, - POWER POLE W/TRANS ') ( - POWER POLE W/LIGHT nOc - GUY POLE * xx - LIGHT POLE © - SANITARY MANHOLE ZX - FIRE HYDRANT ,$60 e - WATER VALVE O CO - DRAINAGE MANHOLE TAT 0 - CURB INLET FENCE LINE X X EXISTING SANITARY SEWER (( PROPOSED SANITARY SEWER < EXISTING STORM SEWER PROPOSED STORM SEWER _.‹< WATER LINES W ELECTRICAL LINES E TELEPHONE LINES T GAS LINES G -- - - -- - -- - - CONTOUR LINES (1' INTERVAL) - PROPOSED GROUND - EXISTING TREE LINE 0 - EXISTING DECIDUOUS TREE & SHRUB - EXISTING EVERGREEN TREES & SHRUBS THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. 1-s 1 1 FINKBINE - THE JAMES ON MELROSE IOWA CITY, IOWA SW SE 8-79-6 I 4 if ifiv - • 42111.7. 11'7- 111 L ': SE 8-79-6 sAw€ • law sub in LOCATION MAP NOT TO SCALE 4 it 4- MN 21 MI.r1 IIwigon SIM •01• J 0/4 10 20 30 40 GRAPHIC SCALE IN FEET 1"=40' -"S/ w w RINKo INE CAL F �aW A=40'25'37" R=200.00' L=141.12' T=73.64' C=138.21' CB=S36'06'43"W -----TIM1 OF CONSTRUCTION (TYP) 222.70' EXSITIN No S88°51'11 "W 0 INTAKE G 20' SIDE SETBACK 109.95' A=56'28'34" R=197.50' L=194.67' T=106.07' C=186.89' CB=S28'05'14"W 0) Co 0 0 z SHARED OPEN SPACE MESTIC AND FIRE VICES GORDANG' IT ED PL h1a =NC 1 00 1 17 -779N -RM E THE PLA F,OOK 38 RDs OF T DER'6 dERE T PACS JOhN DIGE FINKMINE 001 A=71'34'33" R=50.00' L=62.46' T=36.05' C=58.48' CB=S46'34'01 "W COU RSE 1 11 SANIT -Y CE ENT PROPOSE BUILDIN 532°21'17"W A=82'30'20" R=112.50' L=162.00' 1=98.67' C=148.36' CB=541'06'07"W 13.11' G A=1'04'43" R=5779.65' L=108.82' T=54.41' C=108.81' CB=579'38'41 "E CONNCONNT SANITAR SEWER TO EXIST! MANHO E ( 13.90' 40' FRONT SETBACK -11� P°C.C. PAV ENT \ aNi NEW MANHOLE FOR CULVERT EXTENSION S8037'39 "E 107, 44' 16 CONNECT TO EXISTIN - WATERMAIN W/ TAPPING EVE AND SLEEVE 1 ---------- ------ 16w 0 m 16w 16w 161/y N61°52'41"E 61.55' N00'03'18"W 225.16' 3 SCA, -3E1 SECTDDN o=Tu 9UV=nIM LIMIT OF CONSTRUCTION (TYP) FMKNIE 001F COURSE i i i LIMIT OF CONSTRUCTION (TYP) N86°17'36"E 46.00' UN VEJ- SFif /n1T/7HLEM CLUB SUBBSKDIN IN ACCORDANCE WITH THE PLAT THEREOF RECORDED IN FLAT 15OOK 38 AT PAGE 3O6 GE THE RECORDS 6E THE JOHNSON COUNTY REGORPER"S OFFIGE LIMIT OF CONSTRUCTION (TYP) 2 6.12 AC M M CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision 01-12-21 Per city comments - kjb 02-05-21 Per city comments - bah PRELIMINARY OPD AND SENSITIVE AREAS PLAN (SITE LAYOUT PLAN) FINKBINE - THE JAMES ON MELROSE IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Dote: 11/12/2020 Designed by: KJ B Field Book No: Drawn by: Checked by: Protect No: NPB JDM Scale: 1 "=40' 7331-050 Sheet No: 1 of: 5 PRELIMINARY OPD AND SENSITIVE AREAS PLAN FINKBINE -THE JAMES ON MELROSE IOWA CITY, IOWA STANDARD LEGEND AND NOTES EROSION CONTROL LEGEND ..•••••••••■ SILT FENCE/FILTER SOCK —1.. 11.— PERIMETER SILT FENCE RIGHT-OF-WAY -------------- LINES - EXISTING RIGHT-OF-WAY LINES CENTER •fly„o, TEMPORARY ROCK CONSTRUCTION ENTRANCE/EXIT TEMPORARY SOIL STOCKPILE AREA - LOT LINES, PLATTED OR BY DEED - - PROPOSED EASEMENT LINES - EXISTING EASEMENT LINES il',,, - BENCHMARK TEMPORARY PARKING AND STORAGE 22-1 - CURVE SEGMENT NUMBER -EXIST- -PROP- DIRECTION OF OVERLAND FLOW - POWER POLE W/DROP CW CONCRETE TRUCK/EQUIPMENT WASHOUT D DUMPSTER FOR CONSTRUCTION WASTE PR PORTABLE RESTROOM �V//n' RIP RAP OUTLET PROTECTION �e�4 DL DOCUMENT LOCATION (PERMITS, SWPPP, INSPECTION FORMS, ETC.) 01 OTHER MEASURE: FILTER SOCK INLET PROTECTION 02 OTHER MEASURE: %i FILTER SOCK BEHIND CURB AT CURB RAMP 03 OTHER MEASURE: THE ABOVE LISTED ITEMS ARE SHOWN IN THEIR RECOMMENDED LOCATIONS. IF A CONTROL MEASURE IS ADDED OR MOVED TO A MORE SUITABLE LOCATION, INDICATE THE REVISION ON THIS SHEET. THE BLANKS LEFT FOR OTHER MEASURES SHOULD BE USED IF AN ITEM NOT SHOWN ABOVE IS IMPLEMENTED ON SITE, ADDITIONAL PRACTICES FOR EROSION PREVENTION AND SEDIMENT CONTROL CAN BE FOUND IN APPENDIX D OF THE SWPPP. 5170 Y - FIRE HYDRANT t° e - WATER VALVE STANDARD LEGEND AND NOTES PROPERTY BOUNDARY - &/or LINES CONGRESSIONAL SECTION LINES RIGHT-OF-WAY -------------- LINES - EXISTING RIGHT-OF-WAY LINES CENTER LINES EXISTING CENTER LINES LOT LINES, INTERNAL - LOT LINES, PLATTED OR BY DEED - - PROPOSED EASEMENT LINES - EXISTING EASEMENT LINES il',,, - BENCHMARK (R) - RECORDED DIMENSIONS 22-1 - CURVE SEGMENT NUMBER -EXIST- -PROP- O - POWER POLE - POWER POLE W/DROP Alk Ailk - POWER POLE W/TRANS 4 XX — POWER POLE W/LIGHT - GUY POLE fx c -LIGHT POLE OS .a - SANITARY MANHOLE 5170 Y - FIRE HYDRANT t° e - WATER VALVE © ® - DRAINAGE MANHOLE 7T 0 — CURB INLET FENCE LINE X X EXISTING SANITARY SEWER ( PROPOSED SANITARY SEWER ( < EXISTING STORM SEWER PROPOSED STORM SEWER _,<< W WATER LINES ELECTRICAL E LINES TELEPHONE LINES T GAS G LINES -- - - - - - - - - CONTOUR LINES (1' INTERVAL) - PROPOSED GROUND - EXISTING TREE LINE 0 (� - EXISTING DECIDUOUS TREE & SHRUB - EXISTING EVERGREEN TREES & SHRUBS THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. — — / / \ (1) / \ Q \8 111 0 4 10 20 30 40 GRAPHIC SCALE IN FEET 1"=40' r / \ ON 1 / / / / / 1 \ / • I / 1 / RINK NHE G�L� ^CO (0 I / / 1 1 1 1 / / 1 / I / I / / / / Co / \ // I//// I '55 —\ \ 1 11'1111/11/1 1 i l l l l l l l 15f/Ill//l/5// I ���� 1 1 11111////////// l v/512/I/511/11/: //, 11 1/;)/Iii I 1 I 1 "/ r/r/l/l/ 11/111 I j/l,/ /l 11111 \ \ \ \:75:1\ \11\1 11\\ \1\/1N/7;11\--/7:77---/-: \\ / // / r/:///_/7/11/ r/' /771/ r /// II ://7//7/1///// /7/////://77/17t17///////7//c/7/7/7517:///1/7/11/7/1/7/,' //r /i l//i I j l l l l \\0 11 /\2)5 / /7 i/i// / /7 7ii / // % // h / / i i/ I j151/I�IIiI1111////7// /175/\ ///'////////_// //////7//..,////1,////7/////7//// / /l I I I////7/ ://:////////1/75/////////////'/// 1111 1111/ //// / / /// // / / // / / / \y v�vy\V\91AA' 11 1 1I 7'/'1//1/ / // / \1111 ▪ 1 11111 III 11/ I \ \ \ \\ \,\\\I 1‘ III N I 1 I� 11111I1j1111I1/ll /l/l I \— I ‘1 \ \ / / /IIII//// /l/////// 1 / // /111111 /I 11111111/l // / //� I / I — \ \ \\ \ `\\ \ I I I IIIIII (I 51 I II I I I II III II I 11111 ////1j/11/l/11/111/ /,//IN I� moi, _ - V A\ VA 11 // // / /1 j1/Il 111 11 p` I i M V1111 IIIIIIIIII11111111j J ^ I I I I LO O//�� IIS �� 'i (S r 0,1 • �`ii / f�S OF. 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GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision 01-12-21 Per city comments - kjb 02-05-21 Per city comments - bah PRELIMINARY OPD AND SENSITIVE AREAS PLAN (GRADING AND EROSION CONTROL) FINKBINE - THE JAMES ON MELROSE IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. 11/12/2020 Designed by: KJB Field Book No: Prat.sin by: Checked by: NPB JDM Project No: 7331-050 Sheet No: 2 PRELIMINARY OPD AND SENSITIVE AREAS PLAN FINKBINE -THE JAMES ON MELROSE IOWA CITY, IOWA 111111111111111 a SENSITIVE AREAS LEGEND CONSTRUCTION LIMITS STEEP SLOPE (11,420 SF - 100%) STEEP SLOPE (DISTURBED) (9,080 SF - 79.5%) CRITICAL SLOPE (18,702 SF - 100%) CRITICAL SLOPE (DISTURBED) (11,626 SF - 62.2%) PROTECTED SLOPE (465 SF) PROTECTED SLOPE BUFFER MAN MADE PROTECTED SLOPE (1,142 SF - 100%) MAN MADE PROTECTED SLOPE (DISTURBED) (1,142 SF - 100%) GROVE OF TREES (52,426 SF - 100%) GROVE OF TREES (TO BE REMOVED) (37,508 SF - 71.5%) FINKBINE - THE JAMES ON MELROSE IOWA CITY, IOWA 3W SE 8-79-(; 17Th hip [, SE ft-751-Fi 4 IV ii W n00_ Nana gayi ■■ Es • Omil ■ min J LOCATION MAP NOT TO SCALE ti 4 I !� { it 1 1111 mew yna Humll� •-4 ti{I MF _Ft 'MN IMMO immE 3 Q Ar INILU.U1 ' OM co 1) / / / / / / 0 4 10 20 30 40 GRAPHIC SCALE IN FEET 1"=40' / 1 1 1 1 1 1 1// �� I /I r LIMITS OF \\\\ \1_440E* / / 1 1 I / I / I / // / 1 / / / / / y /7 )69 770 c�— vv vii –772 — co co 1 1 1 I 1 / / / / / / / w / / / / / / / 11 / • / ✓ / \\\ \/l'j 111\1I III 1 1 1 _- / IIIII111/1111�y1/ll///1:111./0),//1,11//111/1,11/' TRUC'rT�rIN i i'' – – \\\\\\I /Iulll/ // ^I __ \\\ 01 \\\ \\111 MI _11F " --\\\\ \\\\\\\\\1\\ 1 / \ l 7 1\iII -- %' — : \\ \\ VAVAAV A V1 AA 111 _j� \ b1 1 I7 � \\gip 1 -� A\I II IIII 11111j111111\ _ - ....„, OI 1: \ 1 / I I ..._:,_, V I I I N I I 1 1 _ \1 \ \111 111111111111 II r\ 1 1 I 111 1 X 11 1 11 1 1 1, 11 N 11 11 \1 1II I I\1111111111111 W111111111 I\ 1 1 1 I I I IIIIII) III I I I I I I I I 1 1 1 (WJ IIIIIIIII IIIIIIIII II 1 1 II / 1 I l ,, 11 1 \I I I i' 11 1 11 ^ 111 111 j 11 1 1 11 I I I II 1 1 1 11 / / 1111�11111111111II 111 III 111111'--7/if / / 11111 ^1111'I111'I'I /l 11 1 1 1 1 1 - I 1 1 11^ 111'11 I I111 111111111111 1 1I'1 I i 1 11 I III 111 / 11 11'11 1111 1 I I IIII I I I 1- I I I IIII I l iii„I 1,11,11/ iiii 111111 X11111 111111111111 1 I 1 I I? I 2Q- 7 7 _ / 1 7 \ \ \ \ 7 \ \ \ 7 \ 7 1 \ 7 7 \ \ 7 7 1111111111111111111 11111111 / II 111'1111' I I 11111 1 1 1 1 1 l' I I 1,i /'/ '/ / I I I I I 1 l 1 1/ / 1 1 I 11 111 1111 11 11 1 111 H 1'1 1'; 1 1 �O IFI V��IyJITlI�J/ ///, I I r1 111111 11 1111111 11 1 VIII IIII /1//1:///////////1//11'://11'///://' // / ////// 1 1 1 1 1 1 1 1 IIII 725 ,/,,„/„,/,,„ l l, 11111 1111111 II //// / 1 1 II , I I I I I I I 1 I / '/ ////, /, /, 11111/1 1111 11Vv�I�` I 11j 1 1 I I V A v vv v v I11;AVAS�� � \\\\,/ / i/ l/'/IIII I1/�� \\`\\�\ • \\\ \11 \� � l 1 111111/111//l ,� w �A / l I 1 I II I7,7 �V // I 1 1 11 I I w vv �o// iil v v A VAA 1 1 1 I I I I I A7 _ / 11111 1 1 1 I \\\\IIII I 11 V A\\VAIll III I Ill I I / / / / // / 11 1 III I l l/ l/ / l / / �// I / II 111 \ \\\Il lilI 11 llll/ I11/i/ /(/ 1 1 1 1 III \ IIII 11 II IIVIIUI1710IruOIVS�TdCTICjI(Tj(R� 111 1l\\\\\�\\ I II ' / // / /111111 \111111111111 111\;\\\` \\ \\I/ 1111 11 /I III \ 11111111 1 11 II 111111\\\\\\ \\ / 1 I I I I 1 111 77 \\ \ill 11111 II III \ \\\ A\ ` \ f1-5/// // / I / IIII 111111111 I I II\ \ \ \ \ \ `\ \ \` - - / / / 1 1 1 1 1 \\ \\ \ 1 1 r , 1/ 1 1 1111 11111 \I \ \\ \\ \1 / I III / / / / ORPANG EP I PL I \ INW HE ; v K N 177-1779N-RSW E 'E hERE T PACS F I GE. / / / / —778 778 7 FMK D��nn I Inn uV�IeoL, I I 00 / I I O F-- 00 `- 1 E ' ---778 Li DaW rl� NS UCTI 1\\ \I \ \\ \\\:\:\ A \1\ l \ \ : \ \A \ VVAAVA \ ' \\11\`\V\\\\\7V\ \\\ \\ \ \ \ 7 \, : \ \\ \ \\ \ \ \ \\\\\\\\\\\\\7\ \ \\AV��V`VA /\1 :0\21:: ( / / / \n: 1\A `\ V A 1 1 11 I \1\`\ ` 7 \\\\\\\ \I\\\ ‘\:\\\ \\\ \\`A\1 \\ `\ 1 1\ 11111\ ?\\/1 I \�\ VV. ��\ \A \ \\ 1: A A / r / \T \\\ \\\`\60\\\\ v v`\x�\\\\\ 7 . 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IOWA CITY, IOWA 52240 (319) 351-8282 Date Revision 01-12-21 Per city comments - kjb 02-05-21 Per city comments - bah PRELIMINARY OPD AND SENSITIVE AREAS PLAN (SENSITIVE AREAS MAP) FINKBINE - THE JAMES ON MELROSE IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. 11/12/2020 Designed by: KJB Field Book No: Drawn by: Checked by: NPB JDM Project No: 7331-050 Sheet No: 3 PRELIMINARY OPD AND SENSITIVE AREAS PLAN FINKBINE -THE JAMES ON MELROSE IOWA CITY, IOWA III -111111, 1 1 ■ -. 1 SENSITIVE AREAS LEGEND CONSTRUCTION LIMITS STEEP SLOPE (11,420 SF - 100%) STEEP SLOPE (DISTURBED) (9,080 SF - 79.5%) CRITICAL SLOPE (18,702 SF - 100%) CRITICAL SLOPE (DISTURBED) (11,626 SF - 62.2%) PROTECTED SLOPE (465 SF) PROTECTED SLOPE BUFFER MAN MADE PROTECTED SLOPE (1,142 SF - 100%) MAN MADE PROTECTED SLOPE (DISTURBED) (91 SF - 8.0%) I FINKBINE - THE JAMES ON MELROSE IOWA CITY, IOWA 3W SE 8-79-(; AP Iv M MAI k un ■# 17Th A i SE ft-751-Fi Lu it m10 ou • 11. ■ 101 J LOCATION MAP NOT TO SCALE ti 4 ett tv{ itswilks4 ,1 1 u# nem aneamop. 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A\ I 1 1 1 1 1 1 I I I I , I I I I I'V A II 1 \ \1 1 \,1 1111 IIIIIII 1'11 _ _ 1111 11111111 IIIII/1111 N1' _ _ \\�\• 1\\ \ \111 1 111111111111 II 11 vv1\\11 1 VAV1111111111111111111J1111N 11111111\\ \III1111111II II IIII IIIIIVIII W IIII 1 \1/1,11j 11111111111 II 1\ 1 1 1 I I 11 (T I I I 1/ 1 1 I I I till � I I I I I I I 111111 111 \ 1 111111N/I III//111j1111111 11 ////1 �1,111j1111/ 1 11111j III \ \ IIIIIII^ 1111111111111 11 1 1 1 1 1 1 1 -1 1 I ilu 111j1111 1111 111//III III 1 1 1 1 I ^1 j11II1111111/llll/1'1 � III 1 1 1 1 I it/ IIII,IIIIII111 11111 'I 1 III I I I I 111111 I'111I1111111111I I I 1II 11 I% 111,1'11,,11 111111111111' 11 20y 111 / / ' 1111/ 111/11 ' 11111 1111 /IIII 11111 111 1 1 I 1 / /////// 11 I'll II 11111 I /1 / IIII,I111II lilil 111 1,111 11111 111 //////// 77 77// / ;- - \ 7 7 \ \ II I 1 II Ili 11 //// // i/ / � I'II I11111 I� I1,1�I1�J �41]\\J� 1117\ I1I �Qo AFI C�;C�IGC1///,,/,/,,,,/,///,///,',////.////:,,//;/,/1////,,,/,,/;/: / / II I I I I III I � // /// // 11111111111111 , l I 1` / /////// j/1/,,/,/,,/',/ IIII/, /// 2:5/ //// // // / / / / /1/1 1 /1 1 / l/11/11/111"/1/7, 111/I/ll ivy 7 A A/ l/ 111111111 / '• 11 /lL�-/ L. _ 1 / \\ �v I1 \, , I I, I I • �� vAV 1 1 1 1 1 1 1A //,/1/,1111:1/,////1/1]/1/, / , I I I I I V A\ VA11 III 11 1 1 1 i 11 I / l / /1I I I I I I I • ,\ II' '1 II' / 1, 1/ / / 1 U1111�� it 1 I�{ /�/bNSTRUCTION (Th ) I III ' / I IIIII II 111 II \1\\19:11,\p,\,\/\77,2\\\\, 1\\l l \I 1 111 111 11 111\\\\‘,\\,\\,:\ \ \ ` 11111 1111 1 111 1 1 1 111 11 1;\ \\ \\ \` 1 \ I 1 1 1 1 1 1 1111\ \ ` \\ 11 '1 111 � \I I 11 I I,/,1,I\\ `\ \\ \\ I I I I I I I I I I A\ ' 111 1111111 11 I, 111 , \ \\\\\ \ \\\\\\\ _//71/11/:;11/1111;111111 //ll IIII \ r / I I I I / I M I \ 1 1 \ _ / NWDNI1/�= C9I \IjI I���{ II / V) - 778- I N°31 LD - \ 11'j I 1 1 III111111 V 1 \\\ \\ \.„, \ \ 11\\\ \ IIV1\V\V�;A;; \vA777 7VAAAA\ VA \ \VAA \\\\\\\\\ y \\ \ % L \ / 7 co FMK oo 00 imW col COU --778 ReE raw 2 \\\\1\ 1 I \III \ 111\1\ \\ 1 1 11 11 11\\\ \\� \ ` \ \ 1 11 111 \\\\\ ` \\\\\\`sA I I \ \\ ` \ \ \- \\ V A \ \ AVAA VA ,7.17 ` A VA\V A \ VA ` \ \\\S \\ \\ \ �V 1 A V AA `A VV>AA`VAA\\7 vvvv7v. 6'\\\\ `\\\` v v v // \ 2‘1,_\ 2N7,-\\‘ N:\,, \\71\\1\.\ 7\1' - NN 77 7 CP 1v 0 '1v91' vv `v�v I II 111 1111 V A A "o_ ) 2 ,111 I1 11 , \ \ 1 1 / \ \ , 1 \ \ \ 1 \ 2 \ I 1 \ 2 LIMITS OF CONSTRUCTION (TYP) 77 7. Ire Mu I'l--"Fi..... i / , , 2 2 2 2 2 2 2 761/1/ 7 164/ 764/ 2 7 (0 CO 6.12 AC CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 Date Revision 01-12-21 Per city comments - kjb 02-05-21 Per city comments - bah PRELIMINARY OPD AND SENSITIVE AREAS PLAN SLOPES FINKBINE - THE JAMES ON MELROSE IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. 11/12/2020 Designed by: KJB Field Book No: Drawn by: Checked by: NPB JDM Project No: 7331-050 Sheet No: 4 PRELIMINARY OPD AND SENSITIVE AREAS PLAN FINKBINE -THE JAMES ON MELROSE IOWA CITY, IOWA LANDSCAPE LEGEND: PROPOSED SHADE TREE PROPOSED SHRUBS PROPOSED EVERGREEN TREE PROPOSED ORNAMENTAL TREE PROPOSED STREET TREE EXISTING SHADE TREE EXISTING SHRUB EXISTING ORNAMENTAL TREE EXISTING EVERGREEN TREE CONSTRUCTION LIMITS LANDSCAPE REQUIREMENTS: PARKING AREA TREES I SMALL TREE WITHIN 40 OR I LARGE TREE WITHIN GO' OF EVERY PARKING SPACE OR PORTION THEREOF. - PROVIDED STREET TREES I LARGE TREE FOR EVERY 40 LINEAL FEET OF FRONTAGE. - MELROSE AVE: 573.24 / 40 = 15 REQUIRED 10 PROPOSED 5 EXISTING RESIDENTIAL USE TREES I TREE FOR EVERY 550 SF OF TOTAL BUILDING COVERAGE. - 48,779 / 550 = 89 REQUIRED 17 PARKING AREA TREES I 0 STREET TREES G4 RESIDENTIAL USE TREES 93 PROPOSED TREES + I I EXISTING TREES TOTAL = 102 PROVIDED PARKING AREA SCREENING ALL PARKING AREAS MUST BE SCREENED FROM VIEW OF A FRONTING STREET TO THE S2 STANDARD. - PROVIDED PLANT LIST — EVERGREEN, ORNAMENTAL & ShAPE TREES QTY 5OVANIGAL NAME COMMON NAME SIINSTALL COMMENT MATURE 4 AMELANGHIER X SRANPIFLORA 'AUTUMN 5RILLIANGE' AUTUMN SRILLIANGE SERVIGE13ERRY 1 1/2 GAL. 13 & 5 2-5' X 2-0' 4 AESGLLUS GLA5RA OHIO SUGKEYE 2" GAL. 13 & 13 40" X 3d 4 BETULA NIGRA RIVER 5IRGh 2" GAL. 13 & 13 35' X 2-5' 4 GARPINUS GAROLINIANA AMERICAN hORN5EAM 2" GAL. 13 & 5 30 X 30' 4 GELTIS OCCIDENTALIS COMMON hAGKSERRY 2" GAL. 13 & 5 70' X 30' 4 GERGIS GANADENSIS EASTERN KEDPSUD 1 1/2" GAL. 13 & 5 25' X 25' 2- CORNUS KOUSA KOUSA D0EW00P 1 1/2" GAL. 13 & 13 30 X 30' 4 FAGUS SRANDIFOLIA AMERICAN 13EEGh 2" GAL. 13 & 13 80 X 50' 4 SLEDITSIA TRIAGANThOS var. INERMIS 'SARVE' NORTHERN ACCLAIM THORNLESS HONEYLOGUST 2" GAL. 13 & 13 50' X 30 2- GLEPITSIA TRIAGANThOS 'SKYGOLE' SKYLINE ThORNLESS hONEYLOGUST 2" GAL. 13 & 13 45' X 35' 4 SYMNOGLADUS DIOGUS KENTUCKY GOFFEETREE 2" GAL. 13 & 5 80 X 55' 4 LIRIODENDRON TJLIPIFERA TULIPTREE 2" GAL. 13 & 5 80 X 50' 4 MALUS 'PRAIRIE FIRE" PRAIRIE FIRE GRASAPPLE I 1/2" GAL. 13 & 5 15' X 15' 4 NYSSA SYLVATIGA SLACK TUPELO 2" GAL. 13 & 13 50' X 30 4 OSTRYA VIRSINIANA AMERICAN HOP hORN15EAM 2" GAL. 13 & 13 30' X 20 4 PIGEA SLAUGA 'DENSATA' 5LAGK HILLS SPRUCE 4' HT. 13 & 5 40" X 15' 4 PINUS STROSUS WHITE PINE G" IIT. 13 & 5 70' X 30' 4 QUERCUS PALUSTRIS PIN OAK 2" GAL. 13 & 5 Gd X 40' 4 SYRINSA RETICULATA 'IVORY SILK IVORY SILK JAPANESE TREE LILAC 1 1/2" GAL. 13 & 5 25' X 20' 3 TAXODIUM DISTIGHUM BALD CYPRESS 4' HT. 13 & 13 7d X 45' 4 TILIA TOMENTOSA SILVER LINDEN 2" GAL. 13 & 13 50' X 30 4 ULMUS 'MORTON GLOSSY' TRIUMPH ELM 2" GAL. 13 & 13 Gd X 40' PLANT LIST — STREET TREES QTY 130TANIGAL NAME COMMON NAME INSTAL COMMENT MARRE AIZE 2- GLEPISTA TRIAGANUHOS INTERMIS 'SKYLINE' SKYLINE THORNLESS 50NEYL000ST 2" GAL- 5 & 13 Gd X 30 4 QUERCUS RUDRA REP OAK 2" GAL. 13 & 5 70' X 30' 4 ULMUS AMERICANA 'NEW HARMONY NEW HARMONY ELM 2" GAL- 13 & 5 70' X 3d PLANT LIST — SI—RUF2S, ORNAMENTAL GRASSES & PERENNIALS QTY $OVANIGAL NAME COMMON NAME INSTALL COMMENT MATWE AIZE GALAMASROSTIS X AGUTIFLORA 'KARL 5OERSTER' KARL FOERSTER FEATHER REED GRASS 12" UT. CONT. 4' X 32." HAMAMELIS VERNALIS VERNAL WITGHHAZEL I5" hT. CONT. 0 X 13" HEMEROGALLIS 'STELLA D'OR0 STELLA D'ORO DAYLILIES 12" 5T. CONT. 1' X 2' HYDRANGEA QUERGIFOLIA OAKLEAF HYDRANGEA 15" NT. CONT. 7' X 7' PANIGUM VIRSATUM 'PRAIRIE FIRE' PRAIRIE FIRE REP SVVITGh GRASS 12" NT. CONT. 4' X 3' FIFES ALPINUM 'GREEN MOUND' GREEN MOUND ALPINE CURRENT 12" NT CONT. 4' X 4' TAXUS x MEDIA "DENSIFORMIS' DENSE YEW 15" NT. GOVT. 3' X 5' VIBURNUM DENTATUM ARROWWOOD VIBURNUM 15" NT. CONT. 8' X 8' VINJRNUM TRILOSUM 'COMPACTA' COMPACT AMERICAN GRANSERRY 6055 VIBURNUM 2-4" hT. CONT. 5' X 5' - NOTE: ALL PLANT SPECIES SHALL 135 ASSISNSP FROM, GUT NOT LIMITED TO THE ABOVE LISTED PLANT SCHEDULE, SUBJECT TO CITY FORESTER APPROVAL. I -G FINKBINE - THE JAMES ON MELROSE IOWA CITY, IOWA 1N SE M -79-[i im Nip me 1 T-7-9-6 A . ) .z'! 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GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 Dote Revision 01-12-21 Per city comments - kjb 02-05-21 Per city comments - bah PRELIMINARY OPD AND SENSITIVE AREAS PLAN (LANDSCAPE PLAN) FINKBINE - THE JAMES ON MELROSE IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. 11/12/2020 Designed by: KJB Field Book No: Drawn by: Checked by: NPB JDM Project No: 7331-050 Sheet No: 5 UNIT COUNTS: SIZE 0 1 2 3 4 5 TOTAL 1 -BED 0 2 4 7 5 3 2 -BED 0 6 12 12 13 4 IEBED 0 6 11 11 9 6 3L -BED 0 0 1 1 2 1 21 47 43 5 TOTAL 0 14 28 31 29 14 116 FIRST FLOOR: 47,353 GSF DWELLING UNITS: CIRCULATION: SERVICE: COMMON / AMENITY: PARKING: WALLS / STRUCTURE: UNIT BALCONIES: 16,677 SF 2,227 SF 311 SF 4,208 SF 21,087 SF 2,843 SF 1,479 SF** **UNIT BALCONIES, NOT INCLUDED IN GSF / UNIT SF LOWER FLOOR: 21,461 GSF II DWELLING UNITS: CIRCULATION: SERVICE: COMMON / AMENITY: PARKING: WALLS / STRUCTURE: O SF 794 SF 676 SF O SF 18,741 SF 1,250 SF 2 HA �2 A301 5'-7 39'-1 3/4" 01 146'-7 1 /V 12' 4" 27' 8" / / 12'-4" / / A44) A205 A2051 10'-5 3/4" 1, I 1,33 SF -3" 33'-10" ,116 SF A204 Al 3 8'-91/2" 42'-111/2" 1'-0"•,L 4'-31/4" 20'-0" REFUSE A203 Cl 258'-2 3/4" 180-2 1/2" 5 19 STALLS 0 62 STALLS A2 0 STALLS R 176'-3 3/4" MECHANICAL 1,102 SF o 1,101 SF 1,101 SF i 0 M a ENTRY CANOPY ABOVE Cl 202 ) 1,496 SF 12'-4" 1 27'-6" 1 12'-4" 1 27'-8" 1 12'-4" 1 45'-5" 01 -FIRST FLOOR L1 ) SCALE: 1" = 30'-0" 183'-9" Cl A201 A204; 01 MAINTENANCE / MECHANICAL SPACES 1'-0" 00 - LOWER LEVEL A2) SCALE: 1" = 30'-0" 184'-9 7/8" Cl N (A201 ) 5 A202) D A PLANNING V) c 0 c W z ARCHITECTURE office: 515.277.6707 3716 Ingersoll Ave., Ste. A, Des Moines, IA 50312 ARCHITECTS SCHIPPER KASTNER ASK STUDIU ARCHITECTS SCHIFFER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w 0 cn J W 0z W Q 0 � Z W Z _ w Z � m Z LLJ Z SCHEMATIC - NOT FOR CONSTRUCTION IOWA CITY, IOWA ISSUE DATE: 11.12.2020 REVISIONS: FLOOR PLANS A101 PROJECT 19015 UNIT COUNTS: SIZE 0 1—BED 0 2—BED 0 IEBED 0 3L—BED 0 1 2 3 2 4 7 6 12 12 6 11 11 0 1 1 4 5 TOTAL 5 3 21 13 4 47 9 6 43 2 1 5 TOTAL 0 14 28 31 29 14 116 THIRD FLOOR: 45,290 GSF II DWELLING UNITS: CIRCULATION: SERVICE: COMMON / AMENITY: WALLS / STRUCTURE: UNIT BALCONIES: 37,422 SF 4,548 SF 176 SF O SF 3,144 SF 3,472 SF** ** +3,273 SF OF UNIT BALCONY, NOT INCLUDED IN GSF / UNIT SF SECOND FLOOR: 45 303 GSF DWELLING UNITS: 34,779 SF CIRCULATION: 4,569 SF SERVICE: 176 SF COMMON / AMENITY: 2,549 SF WALLS / STRUCTURE: 3,230 SF UNIT BALCONIES: 3,110 SF** COMMON PATIO: 950 SF* *COMMON PATIO, NOT INCLUDED IN GSF **UNIT BALCONIES, NOT INCLUDED IN GSF / UNIT SF A205 A4 5'-7 3/4"I 2 12'-4" CO 10'-5 3/4" 4, 28'-10 1/4" A204 C1 X10'-3 1/2" 12'-4" 1,33 SF Co C2 5'-3 1/2" \ \ 33'-10" 27'-8" 1,116 SF 1,101 SF 12'-4" / 27'-6" 12'-4" 27'-8" 15'-2" 1,102 SF 1,101 SF 27'-8" 183'-9" 12'-4" / 3 / A3 A302 Al 16'-3" 23'-9 3/4" (A204j � Al 961 SF \ os. ti 1,193 SF 1,496 SF 45'-5" Al r \ A201j 12'-4" C1 (A20 03 - THIRD FLOOR REFUSE 13'-7" 12'-4" 31'-61/2" 12'-4" 11111111- 1,430 SF 1,248 SF ( A203 ) Cl 27'-8" 12'-4" 1,102 SF 1,102 SF 3'-71/2" 12'-14" MECHANICAL 27'-6" Al 15'-8" 9" 15'-8" Lrl 0 M 756 SF N-1 12'-4" A202 35'-6" 12'-4" 756 SF 1,693 SF 12'-4" 14'-1" `9" 16'-8" 5 SCALE: 1" = 30'-0" 5'-2 1 PATIO 950 SF ,,,* . < --L /\ /\,/ / A203 01 252'-01/4" 16'-3 3/8" 23'-9 3/8" _ 13'-7" 12'-4" 31'-61/2" 12'-4" 1,430 SF 1,386 SF Cl 39'-1 3/4" 12'-4" 27'-8" 12'-4" 27'-8" 15'-2" 33'-7 1/2" MECHANICAL L A301 Al L_ 33'-10" 12'-4" 27'-6" 12'-4" 27'-8" 183'-9" 12'-4" 45'-5" Cl A201 02 - SECOND FLOOR ( A2) SCALE: 1" = 30'-0" 12'-4" C2 27'-8" 12'-4" A301 't,.102 SF SF 27'-6" Al i rC 12'-4" A202 15'-8" 9" 15'-8" 12'-4" / 756 SF 45'-5" 12'-4" 1,693 SF 756 SF A203 35'-6" 12'-4" 14'-1" 9" 16'-8" / 31'-6" A202 3 C4 A202� D A PLANNING V) c 0 c w Z ARCHITECTURE office: 515.277.6707 3716 Ingersoll Ave., Ste. A, Des Moines, IA 50312 ARCHITECTS SCHIPPER KASTNER ASK STUDIU ARCHITECTS SCHIFFER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w 0 cn J W 0z W Q 0 � z W Z _ w Z � m Z Lll Z SCHEMATIC - NOT FOR CONSTRUCTION IOWA CITY, IOWA ISSUE DATE: 11.12.2020 REVISIONS: FLOOR PLANS A102 PROJECT 19015 UNIT COUNTS: SIZE 0 1 2 3 4 5 TOTAL 1 -BED 0 2 4 7 5 3 21 2 -BED 0 6 12 12 13 4 47 IEBED 0 6 11 11 9 6 43 3L -BED 0 0 1 1 2 1 5 TOTAL 0 14 28 31 29 14 116 FIFTH FLOOR: 23,357 GSF DWELLING UNITS: 17,939 SF CIRCULATION: 2,773 SF SERVICE: 176 SF COMMON / AMENITY: 656 SF WALLS / STRUCTURE: 1,813 SF UNIT BALCONIES: 3,343 SF** COMMON BALCONY: 749 SF* II *COMMON BALCONY, NOT INCLUDED IN GSF **UNIT BALCONY, NOT INCLUDED IN GSF / UNIT SF FOURTH FLOOR: 44,010 GSF II DWELLING UNITS: 36,154 SF CIRCULATION: 4,548 SF SERVICE: 176 SF COMMON / AMENITY: 0 SF WALLS / STRUCTURE: 3,132 SF UNIT BALCONIES: 4,695 SF** **UNIT BALCONY, NOT INCLUDED IN GSF / UNIT SF A205 A4 00 2 A2 ' A301 L__ I- -I_ _ _ _ _I- - -1_ 05 - FIFTH FLOOR ' C2 SCALE: 1" = 30'-0" A2 5'-7 3/4") 12'-4" \o\ A301 I A204) C1 28'-101/4" 10'-31/2"12'-4" 1,184 SF 1,697 SF r 3 A203) Al REFUSE 4 A203 Cl B2 A2051 COMMUNITY ROOM 656 SF ROOF BELOW 925 SF 39'-1 1/4" MECHANICAL ROOFTOP PATIO 749 SF 1,102 SF 27'-6" 1,643 SF O /12'-4" Al A202 35'-6" 1,511 SF 5 A2 12'-4" 16'-8" / 14'-19"� 27'-8" /12'-4" ,116 SFS 63'-2 1/4" A2 1,347 SF 27'-8" 1,102 SF 12'-4" 27'-8" 12'-4" / / / / C^ IA201 ) 04 - FOURTH FLOOR Al A203 A203 C1 REFUSE T 1, Z- / V )r )r / 3/8" 7-1, ,,,,___ 13'-7" (12'-4,'-6 1 12'-4" 27'-8" / 12'-4" 45'-5" i /12'-4"/ 7,4 ir„ .__,v ,.. ...,LT__ =_,,,,,- ... _ 756 SF 756 SF -/ 1,496 SF / \/ _ \ 1405 SF \ 1,430 SF 1 1,102 SF B2 A2051 COMMUNITY ROOM 656 SF ROOF BELOW 925 SF 39'-1 1/4" MECHANICAL ROOFTOP PATIO 749 SF 1,102 SF 27'-6" 1,643 SF O /12'-4" Al A202 35'-6" 1,511 SF 5 A2 12'-4" 16'-8" / 14'-19"� 27'-8" /12'-4" ,116 SFS 63'-2 1/4" A2 1,347 SF 27'-8" 1,102 SF 12'-4" 27'-8" 12'-4" / / / / C^ IA201 ) 04 - FOURTH FLOOR Al A203 A203 C1 1,496 SF 57'-9" Al A201 1,248 SF 71/2" 12'-14" / / MECHANICAL 27'-6" 12'-4" 35'-6" Al , I A202 \ SCALE: 1" = 30'-0" 5 D A PLANNING V) c 0 c w Z ARCHITECTURE office: 515.277.6707 3716 Ingersoll Ave., Ste. A, Des Moines, IA 50312 ARCHITECTS SCHIPPER KASTNER ASK STUDIU ARCHITECTS SCHIFFER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w cn 0 J W 0z W Q 0 � z W Z _ w Z � CO m Z LLJ Z SCHEMATIC - NOT FOR CONSTRUCTION IOWA CITY, IOWA ISSUE DATE: 11.12.2020 REVISIONS: FLOOR PLANS A103 PROJECT 19015 REFUSE 252'-01/8" / 3/8" 23'-9 3/8" 13'-7" (12'-4,'-6 1/2" 12'-4" 27'-8" 12'-4" 15'-8" 9" 15'-8" 12'-4" 45'-5" ,16'-3 /12'-4"/ u 756 SF 1,496 SF L/ 855 SF 1,430 SF 1 1,102 SF >F I 756 SF II 1,496 SF 57'-9" Al A201 1,248 SF 71/2" 12'-14" / / MECHANICAL 27'-6" 12'-4" 35'-6" Al , I A202 \ SCALE: 1" = 30'-0" 5 D A PLANNING V) c 0 c w Z ARCHITECTURE office: 515.277.6707 3716 Ingersoll Ave., Ste. A, Des Moines, IA 50312 ARCHITECTS SCHIPPER KASTNER ASK STUDIU ARCHITECTS SCHIFFER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w cn 0 J W 0z W Q 0 � z W Z _ w Z � CO m Z LLJ Z SCHEMATIC - NOT FOR CONSTRUCTION IOWA CITY, IOWA ISSUE DATE: 11.12.2020 REVISIONS: FLOOR PLANS A103 PROJECT 19015 1 1 2 ALIGNED W/ ELEVATION PLANE 3 PREFIN. METAL FASCIA COMPOSITE WOOD SIDING GALV. STEEL BALCONY RAILING i -- i i i i 1 h..iIIIIIh.idIIIii i I T i i i CONCRETE GALV. STEEL BALCONY STRUCTURE FCB SIDING METAL PANEL SIDING VINYL SLIDING PATIO DOORS VINYL WINDOWS 05B - NORTH ROOF 45'-6" 04 - FOURTH FLOOR 34,-4" 03 - THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" 01- FIRST FLOOR 0" GRADE @ BUILDING I► BELOW GRADE WALLS, FOOTINGS & FOUNDATIONS (DASHED LINES) d WEST ELEVATION - NORTH 1 00 - LOWER LEVEL -11,-10" SCALE: 1/8" = 1 '-0" ALIGNED W/ ELEVATION PLANE COMPOSITE WOOD SIDING VINYL WINDOW VINYL SLIDING PATIO DOORS GALV. STEEL GUARDRAIL SYSTEM PREFIN METAL FASCIA 61'-9" GALV. STEEL COLUMNS, PAINT -- -==-.^= --._ ==T — =' 7 ms== w = = = = — s= = -:--w! !MI li!simmi ...............t ell i • t • •_rte_®_ poug 11111111 6 = ----- =Ei-- A L GRADE @ BUILDING GALV. STEEL BALCONY STRUCTURE BELOW GRADE WALLS, FOOTINGS & FOUNDATIONS (DASHED LINES) MI6 MI! METAL PANEL SIDING FCB SIDING METAL PANEL SIDING, TYPE B GALV. STEEL COLUMNS, PAINTED :WEST ELEVATION -NORTH2 111 06 - SOUTH ROOF 56'-8 . 056 - NORTH ROOF. 45'-6" 04 - FOURTH FLOOR 34'-4" 03 - THIRD FLOOR 23'-2 02 - SECOND FLOOR 12'-0" STOREFRONT FRAMING 01- FIRST FLOOR 0" 00 - LOWER LEVEL SCALE: 1/8" = 1'-0" 2 5 A PLANNING ARCHITECTUREITERIORS office: 515.277.6707 ARCHITECTS SCHIPPER KASTNER ASK STUL)IO ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, • . ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT • OCCUR WITHOUT THE PRIOR WRITTEN • PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w cn 0 J W Z 0 NOT FOR CONSTRUCTION U w U v) IOWA CITY, IOWA ISSUE. DATE: 11.12.2020 REVISIONS: EXTERIOR ELEVATIONS A201 PROJECT 19015 3 ALIGNED W/ ELEVATION PLANE C4 A301 1 of 110. 1 df fr i mENIF M M .r1 r" CONCRETE FCB SIDING' L i i PREFIN. METAL FASCIA Eno COMPOSITE WOOD SIDING GALV. STEEL BALCONY RAILING i i 111111111111111111� I 01•misias 4 1 was ft GALV. STEEL BALCONY STRUCTURE i i 1111111 L METAL PANEL SIDING 1 06 - SOUTH ROOF 56'-8" 05B - NORTH ROOF 01111111111111 i i VINYL SLIDING PATIO DOORS . . 45'-6" 04 - FOURTH FLOOR 34'-4" 03 - THIRD FLOOR 23'-2" VINYL WINDOWS 02 -SECOND FLOOR 12'-0" GRADE @ BUILDING = BELOW GRADE WALLS, FOOTINGS & FOUNDATIONS WEST ELEVATION - SOUTH 2 C1SCALE: 1/8" = 1'-0 01 -FIRST FLOOR .� 0 ALIGNED W/ ELEVATION PLANE 4 ALIGNED W/ ELEVATION PLANE PREFIN. METAL FASCIA VINYL WINDOWS GALV. STEEL BALCONY RAILS III I III i •••••••••• pi I 1 I ► i i 111 i i COMPOSITE WOOD SIDING 06 - SOUTH ROOF 56'-8" 05B - NORTH ROOF 45'-6" 04 - FOURTH FLOOR 34'-4" 03 - THIRD FLOOR 23'-2" 02 - SECOND FLOOR 1 I 1 FCB SIDING METAL PANEL SIDING GRADE @ BUILDING 1 1 1 ............ I 1 1 1 - CONCRETE SOUTHWEST ELEVATION SCALE: 1/8" = 1'-0" 12'-0" r- . BELOW GRADE WALLS, FOOTINGS & FOUNDATIONS 01- FIRST FLOOR 0" STOREFRONT FRAMING PREFIN. METAL FASICA METAL PANEL, TYPE B GALV. STEEL BALCONY RAILING COMPOSITE WOOD SIDING Eh 111 I 11111111111111111111111 IIIIIIiIIIIIIlIIIII loin& N ro IP' 1 MI ro In 1 0 111111111, 11, PREFIN. METAL FASICA GALV. STEEL COLUMN. PAINT 11 i� 111M 111 mossompliii 11 I 11111111 6.1 SIP i ALUM. STOREFRONT ENTRY 1 1 ENTRY CANOPY STRUCTURE 1111■1111111 VINYL SLIDING PATIO DOORS METAL PANEL SIDING GALV. STEEL BALCONY STRUCTURE q 1111111111111111111 II i 1 11 1 i VINYL WINDOWS nle GRADE LINE @ BUILDING WEST ELEVATION - SOUTH 1 SCALE: 1/8" = 1'-0" 2 4 4.1 .01 1: - 06 - SOUTH ROOF 56'-8" 05 - FIFTH FLOOR 45'-6" 4 - FOURTH FLOOR 34'-4" 03 - THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" 01- FIRST FLOOR 0„ 5 A 'LANNINO • RCHITECTURE TERIOR • R•lalelAST HIPPER KAlI ION ASK STUL)IO ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, • . ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT • OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w (/) 0 J W Z 0 NOM R 41•I IITR 00 NM •WA ITY I•W • ISSUE. DATE: 11.12.2020 REVISIONS: EXTERIOR ELEVATIONS A202 PROJECT 1901: B 3 ALIGNED W/ ELEVATION PLANE 4 5 FIBER CEMENT BOARD LAP SIDING COMPOSITE WOOD SIDING i 111 i La i i COMPOSITE WOOD SIDING I L GRADE @ BUILDING VINYL SLIDING PATIO DOOR GALV. STEEL BALCONY STRUCTURE CONCRETE GALV. STEEL BALCONY GUARDRAILS FIBER CEMENT BOARD PANEL INSULATED METAL GARAGE DOOR 1 EAST ELEVATION - SOUTH 1 06 - SOUTH ROOF 56'-8" 05 - FIFTH FLOOR 45'-6" 04 - FOURTH FLOOR 34'-4" 03 -THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" 01 -FIRST FLOOR II 0" II LI FOOTINGS & FOUNDATIONS SCALE: 1/8" = 1'-0" ALIGNED W/ ELEVATION PLANE SLIDING PATIO DOOR WIMPS 2 is PREFIN. METAL FASCIA In 1 06 - SOUTH ROOF IS 56'-8" GALV. STEEL BALCONY GUARDRAIL 05B - NORTH ROOF FCB LAP SIDING FCB PANEL SIDING VINYL WINDOW 45'-6" 04 - FOURTH FLOOR IS 34,-4" 03 - THIRD FLOOR 23'-2" GALV. STEEL COLUMNS, PAINT 02 - SECOND FLOOR GALV. STEEL BALCONY STRUCTURE CONCRETE STOREFRONT FRAMING 12'-0" 01 - FIRST FLOOR 0" GRADE @ BUILDING 06 -SOUTH ROOF 56'-8" 05 - FIFTH FLOOR 45'-6" 04 - FOURTH FLOOR 34'-4" 03 - THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" 01- FIRST FLOOR 0" ALIGNED W/ ELEVATION PLANE COMPOSITE WOOD SIDING C4 A301 PREFIN. METAL FASCIA GALV. STEEL BALCONY RAILING ill MN 1 u� 11F-7 t t METAL PANEL SIDING [ I .11111 Mar= SrM V - • == IM Eel — - 61. 1 a i i i i 0 1- EAST ELEVATION - CENTER 1 A% EAST ELEVATION - SOUTH 2 1 SCALE: 1 /8" = 1 0" SCALE: 1/8" = 1'-0" . FCB SIDING FCB SIDING, TYPE B 1► BELOW GRADE WALLS , FOOTINGS & FOUNDATIONS (DASHED LINE) VINYL SLIDING PATIO DOORS VINYL WINDOWS GRADE @ BUILDING 1 5 A PLANNING ARCHITECTUREITERIORS office: 515.277.6707 ARCHITECTS SCHIPPER KASTNER ASK STUL)IO ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, • . ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT • OCCUR WITHOUT THE PRIOR WRITTEN • PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w (/) 0 J W Z 0 NOT FOR CONSTRUCTION IOWA CITY, IOWA ISSUE. DATE: 11 12.2020 REVISIONS: EXTERIOR ELEVATIONS A203 PROJECT 1901: B A VINYL SLIDING PATIO DOORS FCB SIDING, TYPE B GALV. STEEL BALCONY RAILING 3 A2 VINYL WINDOWS A301 COMPOSITE WOOD SIDING I I MiN 7 —= i o 4 i i i i i 1 CONCRETE GALV. STEEL BALCONY STRUCTURE INSULATED GARAGE DOOR FCB SIDING EAST ELEVATION - NORTH 1 GRADE @ BUILDING SCALE: 1/8- = 1 '-0" ALIGNED W/ ELEVATION PLANE 05B - NORTH ROOF 45'-6" 04 - FOURTH FLOOR 34'-4" 03 - THIRD FLOOR 23'-2" METAL PANEL SIDING (BEYOND) 02 - SECOND FLOOR 12'-0" 01 - FIRST FLOOR 0" 00 - LOWER LEVEL -11'-10" BELOW GRADE WALLS, FOOTINGS & FOUNDATIONS A3 A302 PREFIN. METAL FASCIA STOREFRONT FRAMING 1IMMMN : __ COMPOSITE WOOD SIDING (BEYOND) VINYL SLIDING PATIO DOORS A4 A301 COMPOSITE WOOD SIDING GALV. STEEL BALCONY RAILING VINYL WINDOWS I�f 1 111 _=!= 1 1 I s STOREFRONT FRAMING BELOW GRADE WALLS, FOOTINGS & FOUNDATIONS EAST ELEVATION - NORTH 2 GALV. STEEL BALCONY STRUCTURE FCB SIDING 1 GRADE @ BUILDING FCB SIDING, TYPE B CONCRETE 06 - SOUTH ROOF 56'-8" 05B - NORTH ROOF 45'-6" 04 -FOURTH FLOOR 34,-4" 03 - THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" 01 -FIRST FLOOR 0" 00 - LOWER LEVEL -11'-10" SCALE: 1/8" = l'-0" 2 4 5 A PLANNING ARCHITECTUREITERIORS office: 515.277.6707 ARCHITECTS SCHIPPER KASTNER ASK STUL)IO ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, • . ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT • OCCUR WITHOUT THE PRIOR WRITTEN • PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w (/) 0 J W Z 0 NOT FOR CONSTRUCTION IOWA CITY, IOWA I SSU E. DATE: 11.12.2020 REVISIONS: EXTERIOR ELEVATIONS A204 PROJECT 19015 B A 1 GALV. STEEL BALCONY RAILING PREFIN. METAL FASCIA COMPOSITE WOOD SIDING B2 SCALE:. 1/8" = 1'-0" NORTH ELEVATION @ ELEVATOR 06 - SOUTH ROOF 56'-8" - 05B - NORTH ROOF 45'-6" PREFIN. METAL FASCIA COMPOSITE WOOD SIDING iiim 11111111 11111innonill111111r 111 11111111111111111 1 luguigni III I I I imirommi 05B - NORTH ROOF GALV.STEEL BALCONY RAILING I J -J CONCRETE METAL PANEL SIDING GRADE @ BUILDING 45'-6" 04 - FOURTH FLOOR 34,-4" 03 -THIRD FLOOR VINYL WINDOWS 23'-2" 02 - SECOND FLOOR 12'-0" GALV. STEEL BALCONY STRUCTURE FCB SIDING 01- FIRST FLOOR 0" NORTH ELEVATION ( A4) SCALE: 1/8" = 1'-0" BELOW GRADE WALLS , FOOTINGS & FOUNDATION (DASHED LINES) 00 - LOWER LEVEL 11'-10" PLANNING V) c 0 c uJ z office: 515.277.6707 3716 Ingersoll Ave., Ste. A, Des Moines, IA 50312 ARCHITECTS SCHIPPER KASTNER ASK STUDIO ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w 0 cn J W z O m Z u_ Z SCHEMATIC - NOT FOR CONSTRUCTION IOWA CITY, IOWA ISSUE. DATE: 11 12.2020 REVISIONS: EXTERIOR ELEVATIONS A205 PROJECT 19015 D C A 1 1 3 DWELLING UNIT CORRIDOR DWELLING UNIT DWELLING UNIT CORRIDOR DWELLING UNIT DWELLING UNIT CORRIDOR DWELLING UNIT DWELLING UNIT CORRIDOR DWELLING UNIT PARKING SOUTH END SECTION 1 \C2 ; SCALE: 1/8" = 1'-0" DWELLING UNIT DWELLING UNIT DWELLING UNIT DWELLING UNIT DWELLING UNIT DWELLING UNIT DWELLING UNIT DWELLING UNIT PARKING III EAY2 NORTH END SECTION 1 III III III 06 - SOUTH ROOF 56'-8" 05 - FIFTH FLOOR 45'-6" 04 - FOURTH FLOOR 34'-4" 03 -THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" 01 - FIRST FLOOR 0" 05B - NORTH ROOF 45'-6" 04 -FOURTH FLOOR 34'-4" 03 -THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" 01 - FIRST FLOOR 0" 00 - LOWER LEVEL -11'-10" SCALE: 1/8" = 1'-0" 3 4 DWELLING UNIT CORRIDOR DWELLING UNIT DWELLING UNIT • -, CORRIDOR DWELLING UNIT DWELLING UNIT CORRIDOR DWELLING UNIT DWELLING UNIT CORRIDOR DWELLING UNIT III III III III III SOUTH END SECTION 2 III III III III III III III III 06 - SOUTH ROOF 56'-8" 05B - NORTH ROOF 45'-6" 04 - FOURTH FLOOR 34'-4" 03 - THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" - 01- FIRST FLOOR 0" SCALE: 1/8" = 1 '-0" DWELLING UNIT DWELLING UNIT DWELLING UNIT DWELLING UNIT CORRIDOR CORRIDOR CORRIDOR CORRIDOR DWELLING UNIT DWELLING UNIT 1 DWELLING UNIT 1 r DWELLING UNIT limmm VIII I IIIIIIII I I I I IIIIIIII I I I I IIIIIIII I I I I IIIIIIII I I I I IIIIIIII I I I I IIIIIIII I I I I IIIA I I I I i N N ARKING III III III III III NORTH END SECTION 2 05B - NORTH ROOF 45'-6" 04 - FOURTH FLOOR 34'-4" 03 -THIRD FLOOR 23'-2" 02 - SECOND FLOOR 12'-0" 01 -FIRST FLOOR 0" 00 - LOWER LEVEL -11,-10" SCALE: 1/8" = 1'-0" 5 D A PLANNING ARCHITECTURE ANTERIORS office: 515.277.6707 3716 Ingersoll Ave., Ste. A, Des Moines, IA 50312 ARCHITECTS SCHIPPER KASTNER ASK STUL)IO ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w (/) 0 J W z 0 W Q 0 � z W Z _ wce Z � CO (21° Z LLJ LL NOT FOR CONSTRUCTION IOWA CITY, IOWA ISSUE DATE: 11.12.2020 REVISIONS: BUILDING SECTIONS A301 PROJECT 19015 AERIAL FROM SOUTHWEST SCALE: ENTRANCE AERIAL 1 SCALE: 2 AERIAL FROM EAST SCALE: !'"ir ENTRANCE @ GRADE SCALE: PATIO FITNESS / LOUNGE AERIAL SCALE: DWELLING UNIT DWELLING UNIT LOUNGE CORRIDOR CORRIDOR CORRIDOR DWELLING UNIT DWELLING UNIT 1W. A3 BUILDING SECTION @ ENTRY VOTIIM • 06 - SOUTH ROOF 56'-8" 05 - FIFTH FLOOR 45'-6" 04 -FOURTH FLOOR 34,-4" 03 - THIRD FLOOR 23'-2" 02 -SECOND FLOOR 12'-0" 01 - FIRST FLOOR 0° SCALE: 1 /8" = 1'-0" 5 A PLANNING ARCHITECTUREITERIORS office: 515.277.6707 ARCHITECTS SCHIPPER KASTNER ASK STUL)IO ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, • . ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT • OCCUR WITHOUT THE PRIOR WRITTEN • PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w 0 cn J W z O NOT FOR CONSTRUCTION U v) IOWA CITY, IOWA ISSUE. DATE: 1 1 12.2020 REVISIONS: BUILDING SECTIONS & MODEL IMAGES A302 PROJECT 1901: ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. ISSUE DATE: 11.12.2020 REVISIONS: D B 2 3 4 5 410••0.111. • VIEW FROM SOUTWEST CORNER illI si '114AL .• D A BLANNINO R einxlita; 7.111N5LINNAIMM. 716 I - S -. A, D- M• nes, IA 5031 Re1211(011M HIPPER KAVIZION ASK -FUL)10 ARCHITECTS SCHIFFER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO I�1II� R �1I TR 00 E•M uJ v) •WA ITY IOW • ISSUE DATE: 11.12.2020 REVISIONS: EXTERIOR RENDERINGS A304 PROJECT 19015 D C B A 1 2 3 4 5 VIEW FROM THE EAST D C A PLANNING ARCHITECTURE ANTERIORS office: 515.277.6707 3716 Ingersoll Ave., Ste. A, Des Moines, IA 50312 ARCHITECTS SCHIPPER KASTNER ASK STUL)IO ARCHITECTS SCHIPPER KASTNER HOLD ALL RIGHTS OF COPYRIGHT TO THESE DRAWINGS. REPRODUCTIONS, ALTERATIONS, MODIFICATIONS, USAGE OR INCORPORATION INTO OTHER DOCUMENTS MAY NOT OCCUR WITHOUT THE PRIOR WRITTEN PERMISSION OF ASK STUDIO. COPYRIGHT 2018 ASK STUDIO w (/) 0 J W z 0 (/)W Q 0 � z W Z _ w Z � CO CO Z LLJ � Z NOT FOR CONSTRUCTION U w U v) IOWA CITY, IOWA ISSUE DATE: 11.12.2020 REVISIONS: EXTERIOR RENDERINGS A305 PROJECT 1901 Attachment 9 - Executive Summary Only Melrose Avenue Traffic Impact Study Iowa City & University Heights, Iowa January, 2021 Prepared by: UUW, P.C. For: FOCUS DEVELOPMENT iiw IIW, P.C. • ENGINEERS. ARCHITECTS. SURVEYORS. I hereby certify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa. \iCANkSIM,--, taSS 1/foal qc'•. •.9A 6 •• O_ 0) JERI 0 F. W VONDERA : z • v • 24462 My License Renewal Date is December 31, 2021 t, )••••. ..• �'�Z.: Parts covered by the seal: All 4'4/1/,,, / OW A,`, ��'''�,5405 Utica Ridge Road #200 ruoiswn+r Jeri Vondera, P.E. Iowa License No. P24462 IIW Project No. 20175 Davenport, IA 52807 Voice: 563-823-0192 Fax: 563-823-0195 Web: www.iiwengr.com Melrose Avenue Traffic Impact Study IIW, P.C. EXECUTIVE SUMMARY IIW, P.C. has prepared this report for a proposed Active Adult development to be located at the northeast quadrant of the intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S). This study evaluated the effect the development will have on traffic flow and intersection functionality along Melrose Avenue and at the Melrose Avenue/Finkbine Commuter Drive(N)/Emerald Street(S) intersection. A turning movement count was performed at the intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S) on November 19, 2020 during peak AM and PM hours. The peak hour in the AM was determined to be 7:30 AM — 8:30 AM. The peak hour in the PM was determined to be 4:00 PM — 5:00 PM. The sight distance at the existing intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S) and at the proposed intersection of Melrose Avenue & proposed development entrance was reviewed and found to exceed AASHTO's recommendations. Crash data was reviewed and the crash rate in the study area was less than the statewide crash rate average for minor arterials. A model was setup using Synchro traffic analysis software to analyze the existing flow of traffic at the intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S). Since the traffic counts in November 2020 were taken during the COVID-19 pandemic, all traffic volumes collected in November 2020 were increased by 14% in the AM and 6% in the PM, per direction from the Metropolitan Planning Organization of Johnson County (MPOJC). Because the golf course was closed during the traffic counts, trip generation was used to determine the volume of traffic that may be generated by the golf course. A growth rate of 0.73% on Melrose Avenue east of Finkbine Commuter Drive, and 1.03% west of Finkbine Commuter Drive was used to estimate future traffic. The proposed development will consist of 116 units which will have access to Melrose Avenue at an existing driveway approximately 400 feet east of Finkbine Commuter Drive. There will also be a driveway from Finkbine Commuter Drive for deliveries and visitors. Using the ITE Trip Generation Manual, 10th Edition, trip generation rates were developed for the proposed development using ITE Land Use code 252, Senior Adult Housing — Attached. The direction of traffic was distributed entering and exiting the proposed development using the same percentages as existing traffic on Melrose Ave. Intersection Capacity Utilization (ICU) is a function of the volume to capacity ratio of the whole intersection. A value of 100% means that the intersection is at capacity. A volume to capacity ratio of less than or equal to 55% is an A, greater than 55% to 64% is a B, and so on. The model indicated that the existing intersection of Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S) with the COVID factor and golf course traffic is a level of service of E in the peak AM, and a level of service of A in the peak PM. In the year 2042, without the proposed development, the intersection will be a level of service of F in the AM and a level of service of A in the PM. Traffic expected to be generated by the proposed development was added to the model to determine what effect the development had on traffic flow. The table on the next page summarizes the capacity and level of service of the intersection with and without the proposed development. As shown, there is very little change in the capacity of the intersection with the development traffic added. 1 Melrose Avenue Traffic Impact Study IIW, P.C. Summary of Intersection Capacity with and without Development Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S Time Period Intersection Capacity Utilization %, LOS No Development, AM 2022 84.7, E Development, AM 2022 85.0, E No Development, PM 2022 46.0, A Development, PM 2022 46.1, A No Development, AM 2027 86.9, E Development, AM 2027 87.2, E No Development, PM 2027 46.6, A Development, PM 2027 46.9, A No Development, AM 2042 94.3, F Development, AM 2042 94.6, F No Development, PM 2042 49.9, A Development, PM 2042 50.1, A The intersection of Melrose Avenue with the new development driveway was also reviewed. In opening year, in the peak AM and PM hours the level of service is expected to be a C & A, respectively. In the Year 2042, the level of service in the AM and PM hours for the intersection will be D and A, respectively. Although the delay for vehicles exiting the new development is high in the Peak AM, this is a function of the heavy existing traffic on Melrose Avenue. A traffic signal warrant analysis was completed for the proposed intersection of Melrose Avenue and the new development, and for the existing intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S). The proposed development is not expected to generate enough traffic to warrant a traffic signal at the entrance on Melrose Avenue. At the existing intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S), without any proposed development traffic, the peak hour traffic signal warrant is satisfied assuming a one -lane approach on Finkbine Commuter Drive. (Only one lane is marked, however, the approach is wide enough for two lanes and vehicles were observed using it as two lanes at the approach.) The proposed development as shown in Appendix 15 will add very little, if any traffic to Finkbine Commuter Drive, and will add approximately 11 vehicles to Melrose Avenue; therefore, the proposed development traffic does not impact the traffic signal warrant analysis. With a traffic signal installed at the intersection of Melrose Avenue and Finkbine Commuter Drive, using 2042 traffic volumes, the model indicates that the intersection will operate much more efficiently than it currently operates. A fully actuated intersection with left turn lanes on Melrose Avenue in both directions may operate at a level of service of C in the AM, and a B in the PM. The need for turn lanes at the proposed development driveway was analyzed. A westbound right turn lane into the proposed development is not warranted. An eastbound left turn lane on Melrose Avenue at the proposed development driveway is warranted. A proposed left turn lane of 120 feet will be adequate for storage and deceleration. A new 140 -room Marriott hotel is being built approximately 1/2 mile away from this study area. While there may be a few trips generated by the hotel which will pass by the Active Adult development, it is not expected to have an impact on the traffic in the study area. The developer of the Active Adult building is also considering an additional development 2 Melrose Avenue Traffic Impact Study IIW, P.C. of approximately 41 townhomes on the west side of Finkbine Commuter Drive. These units may have access to Melrose Avenue at Westgate Street and MacBride Road, west of this study area. This additional development is expected to have very little impact on the traffic in the study area. 3 Melrose Avenue Traffic Impact Study IIW, P.C. INTRODUCTION IIW, P.C. has prepared this report for a proposed Active Adult development to be located at the northeast quadrant of the intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S). See Appendices 1 and 2 for project location. This study evaluated the effect the development will have on traffic flow and intersection functionality along Melrose Avenue and at the Melrose Avenue/Finkbine Commuter Drive(N)/Emerald Street(S) intersection. ANALYSIS OF EXISTING CONDITIONS Study Area Melrose Avenue is a minor arterial that runs east -west through the cities of Iowa City and University Heights. It is a curbed four lane divided roadway with a curbed grass median west of Finkbine Commuter Drive and becomes a two- lane undivided roadway approximately 300 feet east of Finkbine Commuter Drive. Sidewalks are present on both sides of the street. The speed limit is 25 mph where undivided, and 35 mph on the divided section. Driveways are present along the roadway near the study area for an apartment complex (west of Finkbine Commuter Drive) and a storage shed (east of Finkbine Commuter Drive) with a fully curbed entrance. In addition, two driveways exist at the project site, serving a vacant property. Finkbine Commuter Drive(N)/Emerald Street(S) runs roughly north -south from W. Benton Street to Hawkins Drive. It is a curbed two-lane undivided roadway, except for a grassed median extending approximately 100 feet north of the intersection with Melrose Avenue. Finkbine Commuter Drive appears to be a private street and is posted at 15 mph. Finkbine Commuter Drive provides access to the Finkbine Golf Course, an 18 -hole golf course with a golf shop and a restaurant, and hundreds of parking spaces at Finkbine Commuter Lot and faculty and staff parking for the University of Iowa Hospital. There are gates at the south end of the commuter parking lot which were open at the time of an on- site visit, and vehicles were observed traveling from Melrose Avenue, north to the commuter lot and further north to the University of Iowa Hospital parking. Erin Shane, Associate Director for University of Iowa Parking & Transportation, indicated that usage of the commuter lot in November 2020, was down 24% to 30% from usage in November 2019. In early November 2020, the Hawkeye Commuter lot was closed and parking for many UIHC employees was temporarily relocated to the Finkbine Commuter lot. Even with this change, utilization of the Finkbine Commuter lot was down from last year. The gates at the south end of the commuter lot were left open so that they did not have to re -program all the affected access cards during the temporary relocation. See Appendix 38. There is a small parking lot in the northwest quadrant of the intersection of Melrose Avenue and Finkbine Commuter Drive. The parking lot connects Finkbine Commuter Drive with Melrose Avenue at Westgate Street. Vehicles were observed using the parking lot to bypass traffic on Melrose Avenue at the intersection of Finkbine Commuter Drive. Emerald Street is a two-lane undivided roadway which provides access to a fire station and several apartment complexes. The speed limit is 25 mph and on -street parking is only allowed on the west side of the street. A sidewalk is present on the west side of Emerald Street. The intersection of Melrose Avenue and Finkbine Commuter Drive is two-way stop -controlled, with stop signs placed at Finkbine Commuter Drive(N) and Emerald Street(S). Both roadways have street lighting at the intersection and within the study area. An existing bus stop is present at the southeast quadrant of the intersection and was assumed to have a negligible effect on traffic flow. As motorists proceed eastbound on Melrose Avenue approaching Finkbine, 4 Melrose Avenue Traffic Impact Study IIW, P.C. there are warning signs that indicates the right lane ends. However, in the morning peak hour, it was observed that much of the through traffic stayed in the right lane to travel through the intersection so as not to get delayed behind a left turning vehicle. During non -peak hours, most of the traffic traveled through the intersection in the left lane since the right lane ended approximately 300 feet east of the intersection. Traffic Data The Iowa DOT has an AADT traffic count from 2018 on Melrose Avenue east of Finkbine Commuter Drive of 13,400 vehicles per day (vpd). Since no other traffic data was available, a turning movement count was performed at the intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S) on November 19, 2020 during peak AM and PM hours. See Appendices 3 & 4. At the time of the traffic count, it appears that the public schools were open with 50% of the students attending classes in person, University of Iowa classes were in session although it is unknown how many of these classes may be virtual, the golf course was closed for the season, the golf shop was open, and the restaurant was open for carry -out only. The peak hour in the AM was determined to be 7:30 AM — 8:30 AM. 64% of the traffic in the intersection was going east on Melrose Avenue and 34% was going west. The peak hour in the PM was determined to be 4:00 PM — 5:00 PM. 30% of the traffic in the intersection was going east on Melrose Avenue, 51% was going west, and 17% was going south on Finkbine Commuter Drive. Heavy vehicles, pedestrians and bicycles were also counted. The volume of heavy vehicles was almost entirely from buses and was determined to be 1% of the traffic. In the AM peak hour, there were 28 pedestrians within the intersection and 9 bicyclists. In the PM peak hour, there were 52 pedestrians and 9 bicyclists. Emily Bothell, Transportation Engineering Planner with Metropolitan Planning Organization of Johnson County (MPOJC), indicated that traffic volumes in the Iowa City area were down compared to previous years by 14% in the AM and 6% in the PM. Erin Shane, Associate Director for University of Iowa Parking & Transportation, indicated that usage of the commuter lot in November 2020, was down 24% to 30% from usage in November 2019. In order to better represent typical traffic volumes, all traffic volumes collected in November 2020 were increased by 14% in the AM and 6% in the PM, this includes traffic on Finkbine Commuter Drive and Emerald Street. Even though usage of the commuter lot was down by 24% to 30%, it is assumed that if the lot was at a normal usage level, some of the traffic would have accessed the lot from Hawkins Drive; therefore, not all of the 24% to 30% should be added to the Melrose Avenue/Finkbine Commuter Drive intersection. See Appendices 3A and 4A for the existing traffic volumes with a COVID factor applied to better represent typical traffic volumes. Sight Distance The sight distance at the existing intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S) and at the proposed intersection of Melrose Avenue & proposed development entrance was reviewed. LiDAR was used to determine the existing grades. Since no field topographic data was taken, and due to the accuracy of LiDAR data, the measured intersection sight distances are approximate. AASHTO's criteria for passenger cars was used. Since the speed limit changes near this location, a design speed of 35 mph was used when looking west, and a design speed of 25 mph was used when looking east. At the existing intersection, vehicles exiting Finkbine Commuter Drive turning left will cross 2 -lanes and a 30 -foot median. The required sight distance is calculated to be 476 feet. The measured sight distance is over 600 feet. For vehicles turning right, the required sight distance is 240 feet, and the measured sight distance is over 600 feet. 5 Melrose Avenue Traffic Impact Study IIW, P.C. Vehicles exiting Emerald street turning left will cross 2 -lanes and a 30 -foot median. The design speed is assumed to be 25 mph. The required sight distance is calculated to be 340 feet. The measured sight distance is over 600 feet. For vehicles turning right, the required sight distance is 390 feet, and the measured sight distance is over 600 feet. For vehicles exiting the new development driveway and turning left onto Melrose Avenue, the required sight distance is 390 feet. The measured sight distance is approximately 490 feet. If there is a vehicle in the left lane on Melrose Avenue stopped to turn left onto Finkbine Commuter Drive, the measured sight distance is reduced to approximately 420 feet. For vehicles exiting the new development driveway and turning right onto Melrose Avenue, the required sight distance is 280 feet, and the measured sight distance is approximately 450 feet. Crash Data Crash data was collected from the Iowa DOT website https://icat.iowadot.gov on Melrose Avenue in the study area. In the last 5 years, there have been 9 crashes. Crashes are summarized in the following table, and the crash report is attached as Appendix 5. For an AADT of 13,400, and a study area of 0.20 miles, the crash rate is 184 per hundred million vehicles miles (HMVMT). The statewide 5 -year crash rate average is 202 for minor arterials. Table 1 — Crash Summa Date Type Severity Major Cause 01/01/2016 Angle PDO Failure to yield making a left turn 06/10/2016 Rear -end PDO Improper lane change 02/24/2017 Rear -end PDO Followed too close 02/28/2017 Rear -end PDO Followed too close 10/26/2017 Rear -end PDO Followed too close 04/10/2018 Rear -end PDO Vision obstructed 06/29/2018 Sideswipe PDO Unknown 10/03/2018 Sideswipe PDO Improper lane change 07/15/2019 Sideswipe PDO Improper lane change Existing Level of Service A model was setup using Synchro traffic analysis software to analyze the existing flow of traffic at the intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S). Synchro uses the Highway Capacity Manual's (HCM) methods for analyzing traffic. The HCM uses a Level of Service (LOS) to represent the delay experienced by motorists. LOS A is the best operating conditions and LOS F is the worst. For un -signalized intersections, the delay for the thru traffic is essentially zero; therefore, the HCM can be used to compute the level of service for the minor movements, but not the intersection as a whole. Synchro reports for all scenarios are in Appendix 40. For Existing Conditions, the recorded traffic volumes taken in November 2020 were increased by 14% in the AM and 6% in the PM, and these volumes are shown in appendices 3A & 4A. The following table summarizes the Delay in seconds and the LOS on the northbound and southbound approaches, and the eastbound and westbound left turn approaches, which are the legs of the intersections where conflicts exist. Intersection Capacity Utilization (ICU) is a function of the volume to capacity ratio of the whole intersection. A value of 100% means that the intersection is at capacity. It is an accepted technique for transportation planning studies, future 6 Melrose Avenue Traffic Impact Study IIW, P.C. roadway design considerations and congestion management/mitigation programs. A volume to capacity ratio of less than or equal to 55% is an A, greater than 55% to 64% is a B, and so on. The ICU and LOS for the existing intersection is summarized in the following table. Table 2 — Delays (in seconds) and LOS for Existing Conditions, Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S Time Period Southbound Approach Delay, LOS Northbound Approach Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS AM PEAK *, F 14.8, B 67.4, F 12.7, B 79.6, D PM PEAK 17.6, C 31.3, D 9.1, A 8.4, A 43.9, A * Delay exceeds 300 seconds Since the golf course was closed during the traffic counts, trip generation was used to determine the volume of traffic that may be generated by the golf course. From ITE Trip Generation manual, the Land Use is 430 - Golf Course. The ITE Trip Generation Manual indicates that the trip generation rates include some sites that contained a driving range, club house, pro shop, restaurant, lounge, and banquet facilities. The Manual shows Average Vehicle Trip Ends vs. Acres and Holes. The ITE trip generation manual states that due to the small sample size, trips generated by number of acres should be used with caution. Therefore, for this study, trips generated by number of holes will be used. A phone call to the golf shop indicated the golf course has 18 holes. Rates for Peak Hour of Adjacent Street Traffic were used since the peak hour of the golf course does not typically correspond to the peak hour of the adjacent street. It is assumed that all golf course trips use the Melrose Avenue intersection with Finkbine Commuter Drive since users are not likely to have a parking pass to access the Finkbine Commuter Lot. Table 3 — Trias Generated by Land Use Golf Course Time Period Acres / Holes Average Rate Trips Generated (vph) % Entering % Exiting Trips Generated Entering (vph) Trip Generated Exiting (vph) Pk Hr AM 18 Holes 1.76 32 79 21 25 7 Pk Hr PM 18 Holes 2.91 52 53 47 27 25 These trips generated by the golf course are added to the Existing Conditions volumes shown in appendices 3A & 4A to account for the golf course being closed during the traffic counts. These volumes are shown in Appendices 6 & 7. Delays and LOS are shown in the following table. Table 4 - Delays (in seconds) and LOS for Existing Conditions w/Golf Course, Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S Time Period Southbound Approach Delay, LOS Northbound Approach Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS AM PEAK *, F 14.8, B 81.6, F 12.7, B 84.2, E PM PEAK 16.7, C 23.0, C 9.2, A 8.4, A 45.9, A * Delay exceeds 300 seconds 7 Melrose Avenue Traffic Impact Study IIW, P.C. Growth Rate The growth rate data was provided by the Metropolitan Planning Organization of Johnson County (MPOJC). Their model estimates an annual growth rate of 0.73% on Melrose Avenue east of Finkbine Commuter Drive, and 1.03% west of Finkbine Commuter Drive. See Appendix 8. In order to determine the level of service for Melrose Avenue without the proposed development, the through volumes on Melrose Avenue shown in Appendix 6 & 7 will be increased by these growth rates by 1 year for Year 2022 Without Development, by 6 years for Year 2027 Without Development, and by 21 years for Year 2042 Without Development. The growth rates will not be applied to the golf course volumes since it is assumed the golf course will not expand, and they will not be applied to traffic on Finkbine Commuter Drive since it is assumed that the commuter lot will not expand. These volumes are shown in Appendices 9 - 14 and the delays and levels of service are summarized in the following tables. Table 5 - Delays (in seconds) and LOS for Year 2022 without Development, Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S Time Period Southbound Approach Delay, LOS Northbound Approach Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS AM PEAK *, F 14.8, B 85.2, F 12.8, B 84.7, E PM PEAK 16.8, C 23.3, C 9.3, A 8.4, A 46.0, A * Delay exceeds 300 seconds Table 6 - Delays (in seconds) and LOS for Year 2027 without Development, Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S Time Period Southbound Approach Delay, LOS Northbound Approach Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS AM PEAK *, F 15.2, C 104.8, F 13.2, B 86.9, E PM PEAK 17.5, C 24.5, C 9.4, A 8.4, A 46.6, A * Delay exceeds 300 seconds Table 7 - Delays (in seconds) and LOS for Year 2042 without Development, Melrose Avenue at Finkbine Commuter Drive (N1/Emerald Street(S Time Period Southbound Approach Delay, LOS Northbound Approach Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS AM PEAK *, F 16.7, C 191.0, F 14.5, B 94.3, F PM PEAK 20.1, C 30.0, D 9.9, A 8.6, A 49.9, A * Delay exceeds 300 seconds PROPOSED CONDITIONS Trip Generation The proposed development will consist of 116 units which will have access to Melrose Avenue at an existing driveway approximately 400 feet east of Finkbine Commuter Drive. There will also be driveways from Finkbine Commuter Drive for deliveries and visitors. These driveways will be located across from existing driveways to the golf course. See Appendix 15. For the purposes of this report, it will be assumed that all trips generated in the peak hours will use the driveway on Melrose Avenue. 8 Melrose Avenue Traffic Impact Study IIW, P.C. Using the ITE Trip Generation Manual, 10th Edition, trip generation rates were developed for the proposed development. The developer indicated that the target market is Active Adults, 55+ and that 116 units will be constructed. Therefore, the ITE Land Use Code 252, Senior Adult Housing — Attached was used. ITE's description of this Land Use is "Senior adult housing consists of attached independent living developments, including retirement communities, age -restricted housing and active adult communities. These developments may include limited social or recreational services. However, they generally lack centralized dining and onsite medical facilities. Residents in these communities live independently, are typically active and may or may not be retired.... the overall highest vehicle volumes during the AM and PM on a weekday were counted between 11:45 AM and 12:45 PM and 12:00 PM and 1:00 PM respectively." See Appendix 16. Since the peak hour of the generator does not coincide with the peak hour of adjacent streets, Weekday Peak Hour of Adjacent Street Traffic was used. The trips generated by this development are summarized in the following table. Table 8 — Trigs Generated by Land Use Senior Adult Housing - Attached *Average rate on weekday for AM & PM Peak Hour of Adjacent Street Traffic, 10th Edition Trip Generation Manual Trip Distribution Currently, in the Peak AM hour with the COVID factor, there are approximately 1,880 vehicles on Melrose Avenue that pass by the proposed entrance to the development, 44% are traveling west, and 56% are traveling east. In the Peak PM hour with the COVID factor, there are approximately 1,050 vehicles on Melrose Avenue that pass by the proposed entrance to the new development, 64% are traveling west, and 36% are traveling east. The trips generated by the new development will be distributed based on these same percentages. See Appendices 17 - 20. For simplicity and the purposes of this report, it will be assumed that opening year will be in year 2022 and the development will be at full capacity. The trips generated by the new development and shown on Appendices 17 — 20 are added to the trips from Year 2022 Without Development, which are shown on Appendices 9 & 10, to create the turning movements at the new entrance in opening year, Year 2022 With Development, shown in appendices 21 & 22, and turning movements at the existing intersection of Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S) shown in appendices 23 & 24. These trips were then increased by the growth rate to generate turning movements for Year 2027 with Development (Opening Year + 5) and for Year 2042 with Development (Opening Year + 20). See appendices 25 — 32. Delays and levels of service are summarized in the following tables. Table 9 - Delays (in seconds) and LOS for Year 2022 with Development, Melrose Avenue at Proposed Development Time Period Average Rates* AM Peak Hour PM Peak Hour Land Use ITE Land Use Code Dwelling Units AM Peak (vph) PM Peak (vph) Entering (vph) Exiting (vph) Entering (vph) Exiting (vph) Senior Adult Housing — Attached 252 116 0.20 0.26 Directional Distribution 35% 65% 55% 45% Trip Generation 24 31 8 16 17 14 *Average rate on weekday for AM & PM Peak Hour of Adjacent Street Traffic, 10th Edition Trip Generation Manual Trip Distribution Currently, in the Peak AM hour with the COVID factor, there are approximately 1,880 vehicles on Melrose Avenue that pass by the proposed entrance to the development, 44% are traveling west, and 56% are traveling east. In the Peak PM hour with the COVID factor, there are approximately 1,050 vehicles on Melrose Avenue that pass by the proposed entrance to the new development, 64% are traveling west, and 36% are traveling east. The trips generated by the new development will be distributed based on these same percentages. See Appendices 17 - 20. For simplicity and the purposes of this report, it will be assumed that opening year will be in year 2022 and the development will be at full capacity. The trips generated by the new development and shown on Appendices 17 — 20 are added to the trips from Year 2022 Without Development, which are shown on Appendices 9 & 10, to create the turning movements at the new entrance in opening year, Year 2022 With Development, shown in appendices 21 & 22, and turning movements at the existing intersection of Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S) shown in appendices 23 & 24. These trips were then increased by the growth rate to generate turning movements for Year 2027 with Development (Opening Year + 5) and for Year 2042 with Development (Opening Year + 20). See appendices 25 — 32. Delays and levels of service are summarized in the following tables. Table 9 - Delays (in seconds) and LOS for Year 2022 with Development, Melrose Avenue at Proposed Development Time Period Southbound Approach Delay, LOS Eastbound Left Delay, LOS ICU %, LOS AM PEAK 53.1, F 9.8, A 69.4, C PM PEAK 17.7, C 9.3, A 47.5, A * Delay exceeds 300 seconds 9 Melrose Avenue Traffic Impact Study IIW, P.C. Table 10 - Delays (in seconds) and LOS for Year 2022 with Development, Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S Time Period Southbound Approach Delay, LOS Northbound Approach Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS AM PEAK *, F 14.9, B 87.7, F 12.8, B 85.0, E PM PEAK 17.0, C 23.6, C 9.3, A 8.4, A 46.1, A * Delay exceeds 300 seconds Table 11 - Delays (in seconds) and LOS for Year 2027 with Development, Melrose Avenue at Proposed Development Time Period Southbound Approach Delay, LOS Eastbound Left Delay, LOS ICU %, LOS AM PEAK 60.8, F 10.0, A 71.4, C PM PEAK 18.3, C 9.4, A 49.4, A * Delay exceeds 300 seconds Table 12 - Delays (in seconds) and LOS for Year 2027 with Development, Melrose Avenue at Finkbine Commuter Drive (Nl/Emerald Street(S Time Period Southbound Approach Delay, LOS Northbound Approach Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS AM PEAK *, F 15.3, C 108.5, F 13.2, B 87.2, E PM PEAK 17.7, C 24.9, C 9.5, A 8.4, A 46.9, A * Delay exceeds 300 seconds Table 13 - Delays (in seconds) and LOS for Year 2042 with Development, Melrose Avenue at Proposed Development Time Period Southbound Approach Delay, LOS Eastbound Left Delay, LOS ICU %, LOS AM PEAK 99.4, F 10.7, B 78.1, D PM PEAK 20.1, C 9.7, A 53.1, A * Delay exceeds 300 seconds Table 14 - Delays (in seconds) and LOS for Year 2042 with Development, Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S Time Period Southbound Approach Delay, LOS Northbound Approach Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS AM PEAK *, F 16.7, C 195.8, F 14.6, B 94.6, F PM PEAK 20.3, C 30.6, D 10.0, A 8.6, A 50.1, A * Delay exceeds 300 seconds ANALYSIS The following table summarizes the effect of the development on the intersection of Melrose Avenue and Finkbine Commuter Drive(N)/Emerald Street(S). As shown in the table, the delay is essentially the same with or without the development. At the intersection of Melrose Avenue and Finkbine Commuter Drive, in the peak hour AM, southbound 10 Melrose Avenue Traffic Impact Study IIW, P.C. traffic on Finkbine Commuter Drive trying to make a left or go straight to Emerald Street currently experience long delays. During the traffic counts, 4 vehicles were observed making this maneuver. Table 15 — Comparing Delays (in seconds) and LOS With and Without Development, Melrose Avenue at Finkbine Commuter Drive (N1/Emerald Street(S Time Period Southbound Delay, LOS Northbound Delay, LOS Eastbound Left Delay, LOS Westbound Left Delay, LOS ICU %, LOS No Development, AM 2022 *, F 14.8, B 85.2, F 12.8, B 84.7, E Development, AM 2022 *, F 14.9, B 87.7, F 12.8, B 85.0, E No Development, PM 2022 16.8, C 23.3, C 9.3, A 8.4, A 46.0, A Development, PM 2022 17.0, C 23.6, C 9.3, A 8.4, A 46.1, A No Development, AM 2027 *, F 15.2, C 104.8, F 13.2, B 86.9, E Development, AM 2027 *, F 15.3, C 108.5, F 13.2, B 87.2, E No Development, PM 2027 17.5, C 24.5, C 9.4, A 8.4, A 46.6, A Development, PM 2027 17.7, C 24.9, C 9.5, A 8.4, A 46.9, A No Development, AM 2042 *, F 16.7, C 191.0, F 14.5, B 94.3, F Development, AM 2042 *, F 16.7, C 195.8, F 14.6, B 94.6, F No Development, PM 2042 20.1, C 30.0, D 9.9, A 8.6, A 49.9, A Development, PM 2042 20.3, C 30.6, D 10.0, A 8.6, A 50.1, A * Delay exceeds 300 seconds Traffic Signal Warrant Analysis Criteria in the Manual on Uniform Traffic Control Devices (MUTCD) was used to determine if a traffic signal may be warranted in conjunction with the proposed development, now or in the future. Although eight hours of traffic volume data was not collected, the peak hour volumes were used to determine if additional data should be collected. With the development, the highest traffic volume exiting the proposed development during peak hours is 16 vehicles in the Peak AM. This is less than what would be required to warrant a traffic signal. ITE land use Senior Housing — Attached, generates the highest vehicle volumes between 11:45 AM and 1:00 PM. However, even at these peak hours of 11:45 AM to 12:45 PM or 12:00 PM to 1:00 PM, 116 units is estimated to generate 38 trips which is less than would be required for a traffic signal. The existing intersection of Melrose Avenue at Finkbine Commuter Drive(N)/Emerald Street(S) was also reviewed for a traffic signal. Traffic counts were taken from 7:00 AM to 9:00 AM, and 3:00 PM to 6:00 PM. These volumes were increased by the COVID factor, the estimated golf course traffic was added to the volumes, and a growth rate was applied to obtain estimated traffic volumes in the year 2022. Without any proposed development traffic, in the peak PM, traffic exiting Finkbine Commuter Drive in 2022 is estimated to be 250 vehicles, with 83% of that traffic turning right. Through traffic on Melrose Avenue is estimated to be 1,107. This does meet the peak hour warrant assuming there is only 1 lane on Finkbine Commuter Drive. (Only 1 lane is marked, however, the approach is wide enough for two lanes and vehicles were observed using it as two lanes at the approach.) None of the other traffic signal warrants were satisfied. Of the five hours of counts, two of the required eight hours of Warrant 1 was satisfied. With the COVID factor, a growth factor for volumes in 2022, and estimated golf course traffic, the three hours counted in the afternoon satisfied three of the required four hours of Warrant 2. It is possible that if additional traffic counts were taken from 2:00 PM to 3:00 PM or from 6:00 PM to 7:00 PM, all four hours of Warrant 2 11 Melrose Avenue Traffic Impact Study IIW, P.C. may be satisfied. See Appendix 39. The proposed development as shown in Appendix 15 will add very little, if any traffic to Finkbine Commuter Drive, and will add approximately 11 vehicles to Melrose Avenue; therefore, the proposed development traffic does not impact the traffic signal warrant analysis. With a traffic signal installed at the intersection of Melrose Avenue and Finkbine Commuter Drive, using 2042 traffic volumes, the model indicates that the intersection will operate much more efficiently than it currently operates. A fully actuated intersection with left turn lanes on Melrose Avenue in both directions may operate at a level of service of C in the AM, and a B in the PM. Turn Lane Warrants The need for turn lanes at the proposed development was analyzed using National Cooperative Highway Research Program (NCHRP) Report 457. This is the method approved by the Iowa DOT in urban settings. The criteria for a westbound right turn was determined by using figure 2-6 from the NCHRP Report 457. For the AM peak hour, using a major road speed of 25 mph, the major -road volume estimated in year 2042 in one direction is 1,027 vph, and the right turn volume is 4 vph. Using this method, a right turn lane is not warranted. See Appendix 33. For the PM peak hour, the major road volume estimated in year 2042 in one direction is 864 vph, and the right turn volume is 11 vph. A right turn lane is not warranted. See Appendix 34. An eastbound left turn was also analyzed using figure 2-5 from the NCHRP Report 457. For the AM peak hour in year 2042, using a major road speed of 35 mph, opposing volume is 1,027 vph, advancing volume is 1,237 vph, and percentage of left turn is 1%, a left turn lane is warranted. A cursory review of the volumes indicated that the eastbound left turn lane is also warranted in year 2022. Figure 2-7 from the NCHRP Report 457 was used to determine the required length of the left turn lane. A proposed left turn lane of 120 feet will be adequate for storage and deceleration in the AM and PM. See Appendices 35, 36 & 37. Future Development Considerations A new 140 -room Marriott hotel is being built approximately 1/2 mile away from this study area. See Appendix 1 for hotel location. Peter Harman, one of the owners, indicated that the hotel intends to provide services for patients, families, and visitors to the hospital and wants to build a relationship with the University athletic department. It is then assumed that much of the traffic generated by the hotel will be centered around Melrose Avenue and Hawkins Drive. While there may be a few trips generated by the hotel which will pass by the Active Adult development, it is not expected to have an impact on the traffic in the study area. The developer of the Active Adult building is also considering an additional development of townhomes on the west side of Finkbine Commuter Drive. Phase 1 may have up to 18 units, and phase 2 may have approximately 23 units. These units may have access to Melrose Avenue at Westgate Street and MacBride Road, west of this study area. Phase 1 & Phase 2 combined is estimated to generate 25 trips in the AM, and 28 trips in the PM, equivalent to approximately 1 vehicle every 2 minutes. Also, only a portion of these trips would travel through the study area by exiting to the east or arriving from the east. Therefore, unless this development will have access onto Finkbine Commuter Drive, this additional development is not expected to have an impact on the traffic in the study area. Summary 116 units of Land Use Senior Housing — Attached generates approximately 24 trips in the AM and 31 trips in the PM. Analysis shows that the intersection on Melrose Avenue with the new development driveway in the peak AM and PM 12 Melrose Avenue Traffic Impact Study IIW, P.C. hours will be a level of service C & A, respectively, in opening year. See Table 9. In the Year 2042, the level of service in the AM and PM hours for the intersection will be D and A, respectively. See Table 13. These levels of service were determined without the warranted eastbound left turn lane into the new development. Although the delay for vehicles exiting the new development is high in the Peak AM, this is a function of the heavy existing traffic on Melrose Avenue. Crashes at this location are less than the statewide average for minor arterials. The sight distance at this location is greater than recommended by AASHTO, and traffic signal warrants are not expected to be met. Also, the proposed development will have very little effect on traffic flow and intersection functionality along Melrose Avenue and at the Melrose Avenue/Finkbine Commuter Drive(N)/Emerald Street(S) intersection. 13 Iowa Secretary of State 321 East 12th Street Des Moines, IA 50319 sos. iowa.gov 28E Agreement Full Legal Name Organization Type County Party 1 City of Iowa City City Johnson Party2 City of University Heights City Johnson Participants 650 - Finance & Tax Administration Service Type FILED Filing Date: 06/23/2021 09:30 AM Filing Number: M513809 Agreement regarding a voluntary severance of property from University Heights and voluntary annexation of the property into Iowa City (Res 21- 90) 09/30/2063 Duration 21-90. pdf Upload Scanned Agreement Contact Person: (Optional) Kellie Contact First Name Fruehling Contact Last Name City Clerk Job Title City Clerk Department kellie-fruehling@iowa-city.org Email Address 1 319-356-5041 Phone Number STATE OF IOWA JOHNSON COUNTY ) ) SS IIIIOIl II II 1l!1 IIII 111 I!l ijII III Doc ID: 028142230015 Type GEN Kind RESOLUTION Recorded: 06/24/2021 at 11:13:51 AM Fee Amt: $77.00 Page 1 of 15 Johnson County Iowa Kim Painter County Recorder 8K6245PG275-289 ,,. City of j3,.. Ctoit I, Kellie K. Fruehling, City Clerk of Iowa City, Iowa, do hereby certify that the Resolution attached hereto is a true and correct copy of Resolution No. 21-90 which was passed by the City Council of Iowa City, Iowa, at a regular meeting held on the 6th day of April 2021, all as the same appears of record in my office. Dated at Iowa City, Iowa, this 23rd day of June 2021. Kellie K. Freehling City Clerk \res 410 EAST WASHINGTON STREET • IOWA CITY, IOWA 52240-1826 • (319) 356-5000 • FAX (319) 356-5009 Prepared by: Ray Heitner, Associate Planner, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5238 (AN N20-0 002/REZ20-0012 ) RESOLUTION NO. 21-90 A resolution to annex approximately 3.61 acres of land located near the intersection of Finkbine Commuter Drive and Melrose Avenue conditioned upon a 28E Agreement between the City of Iowa City and the City of University Heights, approving the 28E Agreement and authorizing the Mayor to sign and the City Clerk to attest the 28E Agreement. Whereas, the Board of Regents, State of Iowa, for the Use and Benefit of the University of Iowa, is the owner and legal title holder of approximately 3.61 acres currently located in the City of University Heights near the intersection of Finkbine Commuter Drive and Melrose Avenue, as shown and legally described on the map attached hereto as Exhibit "A"; and Whereas, Owner has requested annexation of the approximate 3.61 -acre tract into the City of Iowa City, Iowa and has simultaneously requested a severance of the tract from University Heights; and and Whereas, the aforementioned property is located adjacent to the core of the City of Iowa City; Whereas, control of the area proposed for annexation is in the City's best interest because it will allow development in a manner consistent with the Comprehensive Plan; and Whereas, pursuant to Iowa Code 368.5 and 368.7 (2021), notice of the application for annexation was sent to the Johnson County Board of Supervisors, Johnson County departments of Attorney, Auditor, Engineer, Planning and Zoning, each affected public utility, the Metropolitan Planning Organization of Johnson County, and the East Central Iowa Council of Governments; and Whereas, none of these entities have objected to the proposed annexation; and Whereas, the Planning and Zoning Commission has reviewed the proposed annexation and rezoning and has recommended approval; and, Whereas the annexation will be conditioned on a 28E Agreement for revenue sharing and rezoning pursuant to Iowa Code Section 368.25A, a copy of which 28E Agreement is attached hereto and incorporated herein. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The following described land should be voluntarily annexed to the City of Iowa City, Iowa: A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, AND A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, DESCRIBED AS FOLLOWS: Resolution No. 21 -90 Page 2 Commencing at the Northeast Corner of Section 17, Township 79 North, Range 6 West, of the Fifth Principal Meridian, Johnson County, Iowa; Thence S88°51111"W, along the North Line of the Northeast Quarter of said Section 17, a distance of 656.83 feet, to the Point of Beginning; Thence S01°08'49"E, 237.28 feet, to a Point on the East Line of Lot 1 of University Athletic Club Subdivision, in accordance with the Plat thereof Recorded in Plat Book 38 at Page 306 of the Records of the Johnson County Recorder's Office; Thence S86°17'36"W, along said East Line, 46.00 feet; Thence S61°52'41"W, along said East Line, 61.55 feet; Thence S00°03'18"E, along said East Line, 225.16 feet, to the Southeast Corner thereof; Thence N75°44'24"W, along the South Line of said Lot 1, and the Northerly Right - of -Way Line of Melrose Avenue, 192.89 feet; Thence N80°37'39"W, along said South Line and Northerly Right -of -Way Line, 107.44 feet, to the Southwest Corner of said Lot 1; Thence NO0°05'06"W, along the West Line of said Lot 1, and the Northerly Projection thereof 421.60 feet, to its intersection with the North Line of the Northeast Quarter of said Section 17; Thence N88°51111"E, along said North Line, 388.89 feet, to the Point of Beginning. Said Annexation Tract contains 3.61 Acres and is subject to easements and restrictions of record. 2. The 28E Agreement attached hereto is approved and the Mayor is authorized to sign and the City Clerk to attest the agreement. 3. Upon receipt of a certified copy of the resolution approving the severance from the City Clerk of the City of University Heights, the City Clerk is hereby authorized and directed to certify, file, and record all necessary documents as required by Iowa law under Section 368.7 and 368.25A at Owners' expense. 4. Further, the City Clerk is hereby authorized and directed to certify and file all necessary documents for certification of the population of the annexed territory to Johnson County and the State Treasurer, said population being zero. Passed and approved this 6th day of April ATTEST: , 2021 CITY CLERK Cit Attorney's Office— 14/0 �/2 Resolution No. 21-90 Page 3 It was moved by Mims and seconded by Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Bergus X Mims X Salih Taylor x Teague Thomas Weiner Bergus 28E AGREEMENT BETWEEN THE CITY OF IOWA CITY AND THE CITY OF UNIVERSITY HEIGHTS REGARDING A VOLUNTARY SEVERANCE OF PROPERTY FROM UNIVERSITY HEIGHTS AND VOLUNTARY ANNEXATION OF THE PROPERTY INTO IOWA CITY This Agreement is entered into on this 6 th day of April 2021 between the City of Iowa City, Iowa, a municipal corporation ("Iowa City") and the City of University Heights, Iowa, a municipal corporation ("University Heights"). Iowa City and University Heights may also be referred to individually as a "Party", and collectively as the "Parties". Whereas, the Board of Regents of the State of Iowa For the Use and Benefit of the University of Iowa (hereinafter "University) is the owner of a 3.61 acre tract located at 1360 Melrose Avenue in University Heights legally -described as follows and shown on the plat attached hereto as Exhibit "A": A PORTION OF LOT 1 OF UNIVERSITY ATHLETIC CLUB SUBDIVISION, AND A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 17, OF TOWNSHIP 79 NORTH, RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, DESCRIBED AS FOLLOWS: Commencing at the Northeast Corner of Section 17, Township 79 North, Range 6 West, of the Fifth Principal Meridian, Johnson County, Iowa; Thence S88°51'11 "W, along the North Line of the Northeast Quarter of said Section 17, a distance of 656.83 feet, to the Point of Beginning; Thence S01 °08'49"E, 237.28 feet, to a Point on the East Line of Lot 1 of University Athletic Club Subdivision, in accordance with the Plat thereof Recorded in Plat Book 38 at Page 306 of the Records of the Johnson County Recorder's Office; Thence S86° 17'36"W, along said East Line, 46.00 feet; Thence S61°52'41 "W, along said East Line, 61.55 feet; Thence S00°03'18"E, along said East Line, 225.16 feet, to the Southeast Corner thereof; Thence N75°44'241V, along the South Line of said Lot 1, and the Northerly Right -of -Way Line of Melrose Avenue, 192.89 feet; Thence N80°3739"W, along said South Line and Northerly Right -of -Way Line, 107A4 feet, to the Southwest Corner of said Lot 1; Thence N00°05'06"W, along the West Line of said Lot 1, and the Northerly Projection thereof 421.60 feet, to its intersection with. the North Line of the Northeast Quarter of said Section 17; Thence N88°51'11"E, along said North Line, 388.89 feet, to the Point ofBeginning. Said Annexation Tract contains 3.61 Acres and is subject to easements and restrictions of record. (hereinafter "Subject Tract") Whereas the University has filed a voluntary application with University Heights to sever the Subject Tract from University Heights and has filed a voluntary application with the City of Iowa City to annex the Subject Tract into the City of Iowa City in order to facilitate a long-term ground lease to a third party for development of an active adult multi -residential use on a 6.12 acre tract as shown on the attached Exhibit "B" (hereinafter referred to as "Finkbine Tract"); and, Whereas, the Finkbine Tract currently includes property that is located partially within the jurisdictional boundaries of Iowa City and partially within the jurisdictional boundaries of University Heights; said severance and annexation will shift the boundary between the two cities to the east and allow the development to occur entirely within one municipality; and, Whereas, simultaneously with the application for annexation the University has filed an application for rezoning of the Finkbine Tract with Iowa City to OPD/RM-20/P-2 which reflects a proposed planned development overlay zone (OPD), the proposed multi -residential base zone (RM -20), and the University's ownership of the land, which will be maintained (P-2); and, Whereas, the Finkbine Tract is currently vacant ground owned by the University and does not generate any property tax revenue; the long-term lease and development will generate property tax revenue; and, Whereas, University Heights has agreed in concept to said severance and the City of Iowa City has agreed in concept to said annexation conditioned upon certain agreements as set forth herein and as allowable by Section 368.25A of the Iowa Code. Now, therefore, in consideration of the mutual covenants and conditions contained herein, and for other good and valuable consideration the receipt and sufficiency of which is hereby acknowledged, Iowa City and University Heights agree as follows: 1. 1116 `t'pt `aiiion 0f11 Iasis. The foregoing recitals are incorporated herein as if fully set forth in this paragraph, 2. Ageentent:ht Concept. Whereas, University Heights has agreed in concept to said severance and Iowa City has agreed in concept to said annexation conditioned upon the agreements as set forth herein. 3. ezoni . The Parties agree in concept that a rezoning of the Finkbine Tract to OPD/RM-20/P-2 under the City Code of the City of Iowa City to allow for development of an active adult multi -residential use is a desirable and appropriate use of the Finkbine Tract and that the severance and annexation are conditional on a rezoning to OPD/RM-20/P-2 by the City Council of the City of Iowa City. 4. Shah* `I Of.riVitrty T :Ri ues The parties agree that they will share the property tax revenue collected by Iowa City for the Finkbine Tract for a period of 40 years beginning with the year in which tax revenue is first collected by Iowa City for the Finkbine Tract. Iowa City will remit 53% of the tax revenue received by Iowa City each fiscal year to University Heights in two installments. The first installment will be paid by December 31 and the second installment by June 30 of that fiscal year. 53% of any delinquent taxes received atter June 30 for a given fiscal year shall be paid to University Heights on or before September 30 of the subsequent fiscal year. So, for instance, if the initial property tax assessment is on January 1, 2021, taxes would accrue on that assessment from July 1, 2021 through June 30, 2022 and taxes would be paid on that assessment by property owners to the County Treasurer by September 30, 2022 and March 30, 2023 and thereafter paid to Iowa City by the County. Tax collections received by Iowa City would be remitted to University Heights by December 31, 2022 and June 30, 2023 during fiscal year 2022-23 and the 2 final year of revenue sharing would be for the taxes received by Iowa City in fiscal year 2062-63 with the final payment of any delinquent taxes being made by Iowa City to University Heights on September 30, 2063. 5. Notice. Notice by Iowa City to University Heights must be in writing and addressed to: City Clerk, City of University Heights, IA 1302 Melrose Avenue, Iowa City, IA 52246. Notice by University Heights to Iowa City must be in writing and addressed to: City Clerk, City of Iowa City, IA, 410 E. Washington St., Iowa City, IA 52240. Notice shall be effective as follows: On the date of delivery if hand delivered or 3 days after the date of mailing if by U.S. mail, 6. nctlice— ree nt.;This Agreement sets forth all the covenants, promises, agreements, and conditions between Iowa City and University Heights concerning said severance and annexation and there are no other covenants, promises, agreements, or conditions, either oral or written, between them. This Agreement may not be modified or amended in any manner except by an instrument in writing executed by the Parties. 7. No„,,Separate Deal ltltv.. No separate legal entity is being created for purposes of this Agreement. 8.x gj;The purpose of this Agreement is for the Parties to memorialize the terms on which said severance and annexation are conditioned in accordance Iowa Code Section 368.25A. 9. Administration. The Finance Director of Iowa City and Mayor of University Heights shall administer this Agreement on behalf of Iowa City and University Heights, respectively. 10. R ar itvxil'T' �rxnal'i ti+ . This Agreement will go into effect upon passage by the Parties' City Councils and the filing and recording of this Agreement as provided in Section 11 hereof. In the event said severance and annexation are approved by the parties' City Councils and the State City Development Board this Agreement shall remain in effect until the final tax payment is made by Iowa City to University Heights pursuant to paragraph 4 hereof unless otherwise terminated earlier by the written agreement of the parties. 11. 1 tordhig; Upon approval and execution of this Agreement by Iowa City and University Heights, the City Clerk of Iowa City shall file this Agreement with the Office of the Iowa Secretary of State as required by law and record this Agreement with the Johnson County Recorder. 3 CITY OF IOWA CITY, IOWA CITY OF UJNIVERSITY HEIGHTS, IOWA Bruce Teague, Mayor Attest: Kell e Fruehling, Ci Approved: kG)th' yCi ttom� -�--,i Loui •= A. From, Mayor Attest: CLL 1/n- 41 -A --ac Chris M. Anderson, City Clerk [REMAINDER OF PAGE INTETIONALLY LEFT BLANK.] 4 IOWA CITY ACKNOWLEDGMENT STATE OF IOWA JOHNSON COUNTY ) ) ss: This record was acknowledged before me on this _vth day of r) , 9 O Z j, by Bruce Teague, as Mayor, and Kellie K. Fruehling, as City Clerk, on behalf of the City of Iowa City, Iowa. 01,r CHRISTINE OLNEY ° v ':omn-iission Number 806232 ?�✓ U! 4?2ij C mr i Sion Expires Notary Public in and for the to of Iowa UNIVERSITY HEIGHTS ACKNOWLEDGMENT STATE OF IOWA ) ss: JOHNSON COUNTY Sic This record was acknowledged before me on this 31 day of itka , by Louise A. From, as Mayor, and Christine M. Anderson, as City Clerk, on behalf of the C. r of University Heights, Iowa. 5 Notary Public in and for the State of Iowa EHI) CC 2 CO CO CO Z? W W 0 V n Z Z W 0 Z K W 2 C O C/A q h U a W g 3 4 :> ; ♦ °da0 ZTA ZY ,� ,°11:'-'?:‘ f_' ar t rri -$ 51 _ :;.. 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CITY OE IOWA CITY www.icgov.org April 6, 2021 Resolution approving Preliminary Plat of Yellow Rock subdivision, a 40.62 - acre, 7 -lot subdivision with six outlots located in unincorporated Johnson County, south of Rapid Creek Road NE, approximately 3,000 feet east of Highway 1 NE. (CSUB21-0001) ATTACHMENTS: Description Staff Report with Attachments Resolution STAFF REPORT To: Planning and Zoning Commission Prepared by: Ray Heitner, Associate Planner Item: CSUB21-0001 Date: March 18, 2021 Yellow Rock Preliminary Plat GENERAL INFORMATION: Applicant: Property Owner: Contact Person: Requested Action: Purpose: Location: Location Map: Lacey Stutzman MMS Consultants 1917 S. Gilbert Street Iowa City, IA 52240 319-351-8282 I.sexton@mmsconsultants.net Jesse Allen Yellow Rock, LLC 215 N. Linn Street Iowa City, IA 52244 319-530-8238 allenhomesinc@gmail.com John Yapp Yellow Rock, LLC 215 N. Linn Street Iowa City, IA 52244 319-325-1228 johnyapp.allenhomes@gmail.com Approval of a preliminary plat in unincorporated Johnson County Yellow Rock subdivision; To create 7 residential lots and 6 outlots South of Rapid Creek Road NE, approximately 3,000 feet east of Highway 1 NE. 2 Size: 40.62 acres Existing Land Use and Zoning: Undeveloped, R — County Residential Surrounding Land Use and Zoning: North: A — County Agricultural South: A — County Agricultural East: A — County Agricultural West: A — County Agricultural R — County Residential Comprehensive Plan: Iowa City/Johnson County Fringe Area Agreement District Plan: NA Neighborhood Open Space District: NA File Date: February 11, 2021 45 Day Limitation Period: March 28, 2021 BACKGROUND INFORMATION: On behalf of the owner, Yellow Rock, LLC., MMS Consultants has submitted a preliminary plat application for a 40.62 -acre project area, located south of Rapid Creek Road NE, approximately 3,000 feet east of Highway 1 NE in unincorporated Johnson County. The request is to subdivide the subject property into seven lots for future residential development with six outlots, intended to accommodate stormwater infrastructure, preservation, and future development. The property was rezoned from County A -Agricultural to R -County Residential within the past year. The City recommended the rezoning for approval on December 15, 2020. The proposed subdivision is located within the Iowa City/Johnson County fringe area, and therefore, the subdivision must be approved by both the City of Iowa City and Johnson County. The subject property is located in Fringe Area "A", outside of the City's growth area and is subject to the City's Rural Design Standards. The Rural Design Standards are included as an appendix in the Fringe Area Agreement. ANALYSIS: Compliance with Comprehensive Plan: The Fringe Area agreement has designated this area as Fringe Area "A" outside of the City's growth area. The Fringe Area agreement calls for primarily agricultural uses in this area. The proposed use does not align with the land use policy in the Fringe Area Agreement. However, the Johnson County Land Use Plan calls for residential uses in the subject area, and the subject property is zoned Residential (R) under the Johnson County zoning ordinance. The proposed preliminary plat conforms with the Residential (R) zone district and the Johnson County comprehensive plan. Staff is working with County Planners to update the Fringe Area Agreement. The draft land use policy direction for the updated Fringe Area Agreement will be consistent with the land use policy direction outlined in the County's Comprehensive Plan and Future Land Use Map. Subdivision Design: The proposed subdivision would create seven single-family residential lots, with six outlots. All lots for residential development would be located on Yellow Rock Road NE, a long cul-de-sac street that has access to Rapid Creek Road NE. Outlots "A", "B", "C", and "F" on the preliminary plat are allocated for stormwater infrastructure. Outlot "D" is intended for 3 preservation, while Outlot "E" has been set aside for future development. As proposed, Yellow Rock Road NE conforms to the City's rural design standards. Storm Water Management: Storm water management will be provided by a wet -bottomed basin located in Outlots A, B, and C. The basin will capture projected storm water needs for the developed portion of the property, draining from the north to the southwest. The attached storm water report details the methodology behind the basin's proposed storage capacity and rates of release. The report finds that the proposed basin will satisfy the County's storm water management requirements pertaining to water quality volume, channel protection storage volume, overbank flood protection, and extreme flood protection. Floodplain: The yellow area shown below in Figure 1 indicates an area covering the southern end of the subject property that is in an unnumbered flood zone. This means that there is a 1% chance that this area will flood annually, but to what precise elevation is unknown. A base flood elevation request has been submitted by the applicant to the Iowa Department of Natural Resources to determine the 100 -year flood elevation for the property. This will be used to determine what areas of the property are located in the floodplain and what areas can be removed with a letter of Map Amendment. Lots will be required to be filled to make sure that the buildable area for each lot is above the minimum low opening, as noted on the attached grading plan. Figure 1 — Base Flood Elevation Map Sanitary Sewer and Water Service: All seven lots will use the same well for water access. Each individual lot will have its own individual septic system. These septic sewer systems will be required to conform to the Johnson County Board of Health Rules and Regulations Governing On -Site Wastewater Treatment Systems. 4 NEXT STEPS: Upon recommendation by the Planning and Zoning Commission, the application will be forwarded on to the City Council for review. If the application obtains approval from City Council, it will be heard by the Johnson County Planning and Zoning Commission and the Board of Supervisors. A decision on the preliminary plat from the Iowa City Council must be made before the Johnson County Board of Supervisors can take final action on the application. STAFF RECOMMENDATION: Staff recommends approval of CSUB21-0001, an application submitted by MMS Consultants on behalf of Yellow Rock, LLC for a preliminary plat of the Yellow Rock subdivision, a 7 -lot, 40.62 - acre residential subdivision with six outlots, located in unincorporated Johnson County south of Rapid Creek Road NE, approximately 3,000 feet east of Highway 1 NE. ATTACHMENTS: 1. Location Map 2. Fringe Area Map 3. Zoning Map 4. Preliminary Plat 5. Grading Plan 6. Storm Water Report 7. MLO Calculations 8. Stormwater Basin Exhibit Approved :� ` pp b YS+14'°mwmn----.--- Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services 0 0.075 0.15 � i I 0.3 Miles i I CSUB21-0001 Yellow Rock 0414116 luaL CITY OF IOWA CITY Prepared By: Joshua Engelbrecht Date Prepared: March 2021 An application submitted by MMS Consultants, on behalf of Yellow Rock, LLC for preliminary plat approval of 40.62 acres of property located south of 4680 Rapid Creek Rd NE. 0 0.075 0.15 � i I 0.3 Miles i I CSUB21-0001 Yellow Rock 1 i CITY OF IOWA CITY Prepared By: Joshua Engelbrecht Date Prepared: March 2021 An application submitted by MMS Consultants, on behalf of Yellow Rock, LLC for preliminary plat approval of 40.62 acres of property located south of 4680 Rapid Creek Rd NE. 0 0.075 0.15 � i I 0.3 Miles i I CSUB21-0001 Yellow Rock 1 CITY OF IOWA CITY Prepared By: Joshua Engelbrecht Date Prepared: March 2021 R R 44, A A :AR, 1A RAPID CREEK RD NE- A An application submitted by MMS Consultants, on behalf of Yellow Rock, LLC for preliminary plat approval of 40.62 acres of property located south of 4680 Rapid Creek Rd NE. it Q Q ailoy2n lax* PID NOTES: 1. ALL LOTS AND OUTLOTS ARE ZONED R (RESIDENTIAL). 2. WELL #1 IS A SHARED PUBLIC WELL PROVIDING SERVICE FOR LOTS 1 THROUGH 7. 3. OUTLOT "F" WILL CONTAIN THE SEPTIC SYSTEM FOR LOT 1. 4. A WELL AND SEWER MAINTENANCE AGREEMENT WILL BE PROVIDED DURING THE FINAL PLAT PROCESS. 5. ALL EASEMENTS SHALL BE A 15 FOOT WIDE UTILITY EASEMENT UNLESS NOTED OTHERWISE. 6. LOTS 1 THROUGH 5 SHALL NOT HAVE DIRECT ACCESS TO RAPID CREEK ROAD NE. 7. PLEASE SEE THE SENSITIVE AREAS EXHIBIT ON FILE WITH THIS PRELIMINARY PLAT. 8. FINAL RIGHT-OF-WAY POSITION ALONG RAPID CREEK ROAD NE IS SHOWN; RIGHT-OF-WAY WILL BE FORMALLY DESCRIBED AND DEDICATED ALONG RAPID TYPICAL SECTION - LOCAL RIGHT OF WAY WIDTH = 60' 1/2 ROW ,1/2 ROAD WIDTH C6" CRUSHED ROCK WITH CHIP SEAL SURFACE 3 _-2% 2%- 111-1 DITCH AS REQUIRED I- ROAD WIDTH = 24' YELLOW ROCK ROAD NE SEAL I hereby certify that this engineering docuwas prepared by me or under my direct supervision and a am a duly licensed Professional Engineer under the lav ooh State of Iowa. 20 RONALD L. \MEL N P.E. Iowa Lic. No. 14201 I' se r ewa e ' D e er 31, 20 . Pates sheets covered by this seal: PLAT APPROVED BY: JOHNSON COUNTY BOARD OF SUPERVISORS: CHAIRPERSON DATE ;� Rfltfl 0 10 25 50 75 100 GRAPHIC SCALE IN FEET 1"=100' PRELIMINARY PLAT YELLOW ROCK SUBDIVISION JOHNSON COUNTY, IOWA PLAT PREPARED BY: OWNER/SUBDIVIDER: SUBDIVIDER'S ATTORNEY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IOWA 52240 DESCRIPTION - PRELIMINARY PLAT YELLOW ROCK, LLC EREK P. SITTIG P.O. BOX 3474 123 N. LINN STREET, SUITE 300 IOWA CITY, IOWA 52244 IOWA CITY, IOWA 52244 CREEK ROAD NE AT THE TIME OF FINAL PLATTING. v v , v v vv v _ - , 1y - - - � l II /I I - ',' / - r - .- ' /' / _ v v �____, ---- /'/ ' A PORTION OF THE NORTHEAST QUARTER OF THE FRACTIONAL NORTHWEST QUARTER OF SECTION 31, TOWNSHIP ` \ \ \ \ \ ` \ \ \ \ \ \ \ , - _ / I ,' \ - _/ \ _ -',' ' �U �- - - - _ _ _ - J 80 NORTH, RANGE 5 WEST OF THE FIFTH PRINCIPAL MERIDIAN, JOHNSON COUNTY, IOWA, DESCRIBED AS FOLLOWS: 9. OUTLOT "E" IS SUBJECT TO A LIMITS OF \ \ \ \ \ \ \ - \ \ \- _ _ _ - _ , v _ ' - / P09AIJV - - _ ' DISTURBANCE AS OUTLINED ON THE SENSITIVE AREAS v - _ ' - _ _ _ EXHIBIT ON FILE WITH THE PRELIMINARY PLAT. 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/r \ \ \ \ \ \ /�- \ - / // // ' Y \ \ \ \\\\ \ \\ \\ \ \ \ \ \ \ �N \ \-- - \ \\ \\ / 0/ \ \\ / / / / \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O\ _ _ - \ \ \ \ \ \ \ � - \ \ \ \ \\ I I 1 \ \\ \ I � \ \ �\\\ � - / REVOGA�LE \1 RUsT O l \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \\ - _ \ \ \ \ \\ \; _ j _ ` ; \ \ _ - -� v Av V A V A\V v v v vv v _ __ v VAv \\ \ v y v v v v �v Yv v v _ _ _ _ v A A A -' y v v v v v vvvv vv v v` v - v v v v v \ \ \ \ \ \ _ \ - _ \ /\vv \ \\ I1 I ( \ \ \ / - / \\ \ \ \\ \ _ _ - --_ - \ "� \ \ \ \ \ \ / I/I / \ -- \\ \\\\\ \ \ \ \ \\ \ \ \ \ \ \ _-__ \ III / //// I I I -/ --_ \ \\;\0 \ \ / ----/ \ \\ \ \ \\\ \ - -- \ \\ \ \\ \ \ \ - \ \ / / // / --- \ \ _ - --- I/ / // - _- -% - - \\1�O-\\ \\\\ \ \ / I / _---_ _ \\ \\ \ \ \\_ --_--- -__ \ \ \\\\ \\ \ \ \ _- _- _\ \ \ \\ \\Ill IIII(- / / ///// �(i//- -\ \ \ \\ / - \ \ \ I i / / / - - - _ 1 \ \ \ \ \ \ _ - \ _ \ \ \ \ \ i - - - - \ \ l I / / / / / / / / / / / - \ \ 1 \ 1 \\J / \ \ \ \ \ \ I I I / - ' , - _ - - / \ \ \ \ \ \ \ \ \ \ - �Y \ \ \ \ \ \ - - - - \ \ \ \ \ _ - l I I I / / I l I - //I / // /// / / / / / - - / - --- AVA v - _A A v v v v v , _A VA \ I \ v v-/ /i // - / / _ I \ \ 11 \ \ I \ I I I / ---� --_ I \ \ -_` _ - \ - \\ \ � \\ \\ \ - - - - - \ \ I I )// / // //f / / ', - - / - - - - - \ \ \ 111 I I I 1 1j - - \ \ \\ \ \ \ \ \ \ I \/ / - \- - / \ \ \\ - � \ \\ \ - \ 1 \ \ \` \ \ \ 111 \\\ \ \ \ \ \ \ / \ \ \ -/ i / i' l I / / - �\ \ _ 11 �� \ \ \ \ \ \ \ _ \ / ////, _ /, I / County, Iowa; Thence S01 °56'30"E, along the East Line of the Northeast Quarter of the Fractional Northwest Quarter of said Section 31, a distance of 1338.04 feet, to the Southeast Corner thereof; Thence S89°10'03"W, along the South Line of said Northeast Quarter of the Fractional Northwest Quarter, 1328.23 feet, to a Point on the East Line of Holloway Subdivision, in accordance with the Plat thereof Recorded in Plat Book 27 at Page 40 of the Records of the Johnson County Recorder's Office; Thence N01 °25'57"W, along said East Line, 105.57 feet; Thence NO2°07'52"E, along said East Line, 252.43 feet; Thence N10°01'19"W, along said East Line, 150.17 feet, to its intersection with the West Line of said Northeast Quarter of the Fractional Northwest Quarter; Thence N01 °38'32"W, along said West Line, 112.51 feet, to its intersection with the East Line of Lyn -Den Heights Part III Phase 1, in accordance with the Plat thereof Recorded in Plat Book 52 at Page 371 of the Records of the Johnson County Recorder's Office; Thence Northeasterly, 112.35 feet, along said East Line on a 1061.86 foot radius curve, concave Northwesterly, whose 112.30 foot chord bears N05°37'16"E, to the Northeast Corner thereof; Thence S88°45'17"W, along the North Line of said Lyn Den Heights Part III Phase 1, 14.20 feet, to its intersection with the West Line of said Northeast Quarter of the Fractional Northwest Quarter; Thence N01 °38'32"W, along said West Line, 603.46 feet, to the Northwest Corner thereof; Thence N88°58'24"E, along the North Line of said Northeast Quarter of the Fractional Northwest Quarter, 1326.07 feet, to the Point of Beginning. Said Rezoning Parcel contains 40.62 Acres, and is subject to easements and restrictions of record. SOILS MAP r :11,!Illi[iiiiiiiiiiiii.iiiiiil!lllllllllwlw. W I ., ,"r��iiii'llili,iiiiiiiiiii��41W � r 0,9 I - 't. � , ..I:1 . . . __ � . 14 � .f ` t,tr )i .+ r t r� y M 1, U. 3 f L '. f tr a J r � �• d k ) . M_1 ' I "' .� Y, i .% IV!'1fi ," `�� iv ,- . �}�IN163E to 13.3 it i.• er6�'' ' u ... r. f, a. 1 ar - ,#J' �rt,AM%c : , ! , 'k ''t' ' *0 1Y �' ' r. s• f 2�I " . t6Mil3t.. 1 S hi STANDARD LEGEND AND NOTES Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 65E2 t.indisy loam, 14 to 18 percent 3.1 7.1 °I slopes. moderately eroded - - - - - - - - - 729E Nodaway-Arenzville silt Icams, 5.7 13.1% 1 to 4 percent slopes - EXISTING CENTER LINES 1220 Nodaway sift loam, shallow 12.7 29, Z% loess, 0 to 2 percent slopes, LOT LINES, PLATTED OR BY DEED - - - - - - - - channeled, hcquerAly --------R------ EXISTING EASEMENT LINES flooded $.,- BENCHMARK M115313 Fayette silt loam, till plain, 9 to 2.4 5.6% 22-1 14 percent slopes -EXIST- -PROP- M 16302 Fayette silt loam, till plain, 9 to 0,4 1.0% _* 14 percent slopes, eroded -POWER POLE W/DROP =*= M163D3 Fayette silty clay loam, till 7.9 16.3% - POWER POLE WAIGHT plain, 9 to 14 percent slopes, =0= - GUY POLE * severely eroded - LIGHT POLE OS M163E Fayette silt loam, till plain, 14 7.2 16.7% -FIRE HYDRANT to 18 percent slopes 0 - WATER VALVE M163F2 Fayette silt loam, fill plain, 18 0.6 1.4% ❑ to 25 percent slopes, eroded ----------- M 163G Fayette silt loam, till plain, 25 3.3 7.5% to 40 percent slopes - EXISTING SANITARY SEWER Totals for Area of Interest 43.4 1 00.0 % STANDARD LEGEND AND NOTES P.B.S. - POTENTIAL BUILDING SITE THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. YELLOW ROCK SUBDIVISION JOHNSON COUNTY. IOWA LOCATION MAP NOT TO SCALE 40.62 AC M M !9 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 319 351-8282 www.mmsconsultants.net Date I Revision 02-22-2021 PER COUNTY REVIEW -JDM 03-05-2021 PER CITY REVIEW -JDM PRELIMINARY PLAT YELLOW ROCK SUBDIVISION JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Date: 02-11-21 Designed by: Field Book No: RLA Drawn by: Scale: JDM 1"=100' Checked by: RLA Sheet No: Project No: 7596-118 of: 1 - PROPERTY &/or BOUNDARY LINES - - - CONGRESSIONAL SECTION LINES ------------- - RIGHT-OF-WAY LINES - - - - - - - - - - EXISTING RIGHT-OF-WAY LINES - - CENTER LINES - - - EXISTING CENTER LINES - LOT LINES, INTERNAL LOT LINES, PLATTED OR BY DEED - - - - - - - - - PROPOSED EASEMENT LINES \ --------R------ EXISTING EASEMENT LINES $.,- BENCHMARK () - RECORDED DIMENSIONS 22-1 -CURVE SEGMENT NUMBER -EXIST- -PROP- =C)= $ - POWER POLE _* -POWER POLE W/DROP =*= =0= - POWER POLE W/TRANS - POWER POLE WAIGHT =(D= =0= - GUY POLE * * - LIGHT POLE OS - SANITARY MANHOLE 1CX W -FIRE HYDRANT -I,& 0 - WATER VALVE O ® DRAINAGE MANHOLE mild ❑ - CURB INLET ----------- - EXISTING EDGE OF GRAVEL -x -x- - FENCE LINE (( - EXISTING SANITARY SEWER - PROPOSED SANITARY SEWER - EXISTING STORM SEWER << -PROPOSED STORM SEWER W-- WATER LINES - - -0HE - ELECTRICAL LINES T - TELEPHONE LINES -0-- GAS LINES - - - - - - - - - - - CONTOUR LINES (2' INTERVAL) -PROPOSED GROUND - EXISTING TREE LINE O0- EXISTING DECIDUOUS TREE & SHRUB '* - EXISTING EVERGREEN TREES & SHRUBS - POTENTIAL INDIVIDUAL C-P.S.S. SEPTIC SYSTEM P.B.S. - POTENTIAL BUILDING SITE THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. YELLOW ROCK SUBDIVISION JOHNSON COUNTY. IOWA LOCATION MAP NOT TO SCALE 40.62 AC M M !9 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 319 351-8282 www.mmsconsultants.net Date I Revision 02-22-2021 PER COUNTY REVIEW -JDM 03-05-2021 PER CITY REVIEW -JDM PRELIMINARY PLAT YELLOW ROCK SUBDIVISION JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Date: 02-11-21 Designed by: Field Book No: RLA Drawn by: Scale: JDM 1"=100' Checked by: RLA Sheet No: Project No: 7596-118 of: 1 EROSION CONTROL LEGEND RURAL STABILIZING CROP SEEDING RATES AND SCHEDULE ■ ■ SILT FENCE/FILTER SOCK PERIMETER SILT FENCE TEMPORARY SOIL STOCKPILE AREA EROSION CONTROL BLANKET MARCH 1 THROUGH OCTOBER 31 OAT 50 LBS. PER ACRE GRAIN RYE 50 LBS. PER ACRE CANADA WILDRYE 5 LBS. PLS. PER ACRE (ELYMUS CANADENSIS) _-°--- TEMPORARY ROCK CONSTRUCTION ENTRANCE/EXIT > DIRECTION OF OVERLAND FLOW TEMPORARY PARKING AND STORAGE D DUMPSTER FOR CONSTRUCTION WASTE NOVEMBER 1 THROUGH FEBRUARY 28 (OR 29) y�i4;! CW CONCRETE TRUCK/EQUIPMENT WASHOUT �°,7 RIP RAP OUTLET PROTECTION �;# PR PORTABLE RESTROOM(ELYMUS 01 8' EROSION CONTROL BLANKET DL DOCUMENT LOCATION (PERMITS, SWPPP, INSPECTION FORMS, ETC.) p2 OTHER MEASURE: eaFILTER SOCK INLET PROTECTION 03 OTHER MEASURE: THE ABOVE LISTED ITEMS ARE SHOWN IN THEIR RECOMMENDED LOCATIONS. IF A CONTROL MEASURE IS ADDED OR MOVED TO A MORE SUITABLE LOCATION, INDICATE THE REVISION ON THIS SHEET. THE BLANKS LEFT FOR OTHER MEASURES SHOULD BE USED IF AN ITEM NOT SHOWN ABOVE IS IMPLEMENTED ON SITE, ADDITIONAL PRACTICES FOR EROSION PREVENTION AND SEDIMENT CONTROL CAN BE FOUND IN APPENDIX D OF THE SWPPP. OAT 62 LBS. PER ACRE GRAIN RYE 62 LBS PER ACRE CANADA WILDRYE 7 LBS. PLS. PER ACRE CANADENSIS) FOR STABILIZING CROP ONLY, CANADA WILDRYE (ELYMUS CANADENSIS) SEED WILL NOT BE REQUIRED TO BE CERTIFIED AS SOURCE IDENTIFIED CLASS (YELLOW TAG) SOURCE GO -IOWA. CANADA WILDRYE (ELYMUS CANADENSIS) SEED SHALL BE DEBEARDED OR EQUAL TO FACILITATE APPLICATION OF SEED. FERTILIZER SHALL BE APPLIED AT A RATE OF 250 LBS. PER ACRE USING CHEMICALLY COMBINED COMMERCIAL 13-13-13 FERTILIZER. EROSION CONTROL MEASURES, INCLUDING, BUT NOT LIMITED TO, TEMPORARY ROCK CONSTRUCTION ENTRANCE, CONCRETE WASHOUT AND TEMPORARY PARKING ARE STORAGE AREAS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 9040 SUDAS STANDARD SPECIFICATIONS. \\ \ \\7, \ I \\ \\\\ \ \ \ \ \ \ 1 1 \ 1 \ \ \ III // \ `\ \ \ \ \ \ \ \ 1 \ \ 7 \7 \ 1 /// \ i I I \ \ \ \ I 1 / ` I I O ▪ I \ \ \ \ / I 1 \ / I1 / - 1 / / l ) - / I / / \ 11\\\ \ //// // / 1 , ( / \ /Ji// ) / // i 7 I • - .v ; v I // / / V 7 \\/_�=--�_\\ \\ II/ / / / _ 1111 1111\ �\s - 90 \ AtLISYIfd & - 7 /\ / \ \ 0; \�� __ \ \\\ 1 1 / \ \ \ 1 \1 I\ I 1711 11 / I / I //,_ // 1 /I 77 // I I//(i�7% _ /� - _ _ i///1 -- / / 1 llv/ / \ 7 - \\ V A 7 7 \ V A _ ---7 \ 7 . \\\I \ \\\ - SO 7 7 - 7 \ \ \ \ \ \7 \ \I \ 7 \ 7 \ 7 \ I \ \ I I I 7 7 \ \\\\ RO\ \ -- _ 7 --\\\\ - 1 1 I \ 0 \ \ \ \ 1, \ \ \ \ _ \ \ \ \ \\ 1 1 \ \ 1 1 \ \ ,_7 7 7 \ \ \ \ 1 I I \ 7 7 7 7 \ \ 7 \ \ 7 \ 77 \ \ 7 7 \ 7 1 R1i ITOLDINS ILL \ -- -- \ GRADING AND EROSION CONTROL PLAN AND SWPPP YELLOW ROCK SUBDIVISION JOHNSON COUNTY, IOWA 111 0 10 25 50 75 100 GRAPHIC SCALE IN FEET 1"=100' PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IOWA 52240 OWNER/SUBDIVIDER: YELLOW ROCK, LLC P.O. BOX 3474 IOWA CITY, IOWA 52244 ▪ - - - - I - A660f3DAN6E p7Th Tf1E/ILAT Tf1ERE0F3-3-/ / I�EGORPEP IN PLAT 15pek 6� Ar I ASE X79 r7F 1 / / - AO THE RLGORPS 6 TI-1EJGt1NSON GGUNTY // 1 REGORDE GE. ,AO n MIGttAM_ &- -1 v > I 1 // / R05EMfiRY - • - - \ fPNARP A /4 L)K1DA F DYKSTRA_ - / 1" • 199 , / / / SUBDIVIDER'S ATTORNEY: EREK P. SITTIG 123 N. 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, :7 //// ,/ SOILS MAP • - M lial WI 63 .2 • Map Unit Symbol Map Unit Name Acres in A01 Percent of At3i 65E2 Lindley loam, 14 to 18 percent slopes. moderately eroded 3.1 7.1°7 7298 Nodaway-Arenzyille silt loams, 1 to 4 percent slopes 5.7 13.1% 1220 Node/Nay silt loam. shallow channeled, frequently flooded 12.7 29.2% M1631, Fayette silt loam, WI plain, 9 to 14 percent slopes 2,4 5.6% M16302 Fayette sit loam, till plain, 9 to 14 percent slopes, eroded 0.4 1.0% M163133 Fayette silty clay loam, till plain, 9 to 14 percent slopes, severely eroded 7.9 18.3% M163E Fayette silt loam, till plain, 14 to 18 percent slopes 7.2 16.7% -M163F2 Fayette sit loam. thlplain. 18 to 25 percent slopes. eroded 0.6 -I.4% M163G Fayette silt loam, till plain, 25 10 40 percent slopes 3.3 7.5% Totals for Area of Interest 43.4 100.0% STANDARD LEGEND AND NOTES (R) 22-1 -EXIST- -PROP- PROPERTY &/or BOUNDARY LINES CONGRESSIONAL SECTION LINES RIGHT-OF-WAY LINES EXISTING RIGHT-OF-WAY LINES CENTER LINES EXISTING CENTER LINES LOT LINES, INTERNAL LOT LINES, PLATTED OR BY DEED PROPOSED EASEMENT LINES EXISTING EASEMENT LINES BENCHMARK RECORDED DIMENSIONS CURVE SEGMENT NUMBER POWER POLE POWER POLE W/DROP 4, POWER POLE W/TRANS POWER POLE W/LIGHT GUY POLE LIGHT POLE SANITARY MANHOLE FIRE HYDRANT WATER VALVE DRAINAGE MANHOLE - CURB INLET - EXISTING EDGE OF GRAVEL - FENCE LINE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING STORM SEWER PROPOSED STORM SEWER WATER LINES OH E ELECTRICAL LINES TELEPHONE LINES GAS LINES CONTOUR LINES (2' INTERVAL) - PROPOSED GROUND EXISTING TREE LINE - EXISTING DECIDUOUS TREE & SHRUB - EXISTING EVERGREEN TREES & SHRUBS 1 P.B.S. - POTENTIAL INDIVIDUAL SEPTIC SYSTEM - POTENTIAL BUILDING SITE THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. N.T.S. COMPACTED NATIVE SOIL BACK FILL FILTER FABRIC SILT FENCE DETAIL STEEL POST UNDISTURBED OR COMPACTED SOIL INSTALLATION 1. POSTS SHALL BE 1.33 POUNDS PER UNEAL FOOT STEEL WTH A MINIMUM LENGTH OF 5 FEET. STEEL POSTS SHALL HAVE PROJECTIONS FOR FASTENING WRE TO THEM. 2. SILT FENCE FABRIC SHALL CONFORM TO I.D.O.T. STANDARD SPECIFICATION SECTION 4196.01.A. SILT FENCING SHALL BE A MINIMUM OF 24" AND A MAXIMUM OF 36" HIGH WHEN COMPLETE. 3. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE FENCE TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WTH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 4. POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART AND DRIVEN SECURELY INTO THE GROUND ALONG THE FENCE AUGNMENT. POSTS SHALL BE DRIVEN INTO THE GROUND A MINIMUM OF 28". 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WDE BY 12" DEEP ALONG THE UPSLOPE SIDE OF THE POSTS. 6. FILTER FABRIC SHALL BE STAPLED OR WRED TO THE POSTS SUCH THAT THE FABRIC EXTENDS INTO THE TRENCH AS SHOWN ABOVE. THE FABRIC SHALL BE FASTENED A MINIMUM OF THREE PLACES ON EACH POST. 7. THE TRENCH SHALL BE BACK FILLED WTH EXCAVATED MATERIAL AND THOROUGHLY COMPACTED. MAINTENANCE 1. SILT FENCES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAIN -FALL EVENT OF 0.5 INCHES OR MORE. DURING PERIODS OF PROLONGED RAIN INSPECTIONS SHALL BE AT LEAST DAILY. ANY REPAIRS NEEDED TO MAINTAIN THE SILT FENCE'S EFFECTIVENESS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO STABIUZING THE UPSLOPE AREAS THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WI-IEN THE DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE FENCE. SILTS REMOVED SHALL BE PLACED IN A PROTECTED PLACE THAT WILL PREVENT THEIR ESCAPE FROM THE CONSTRUCTION SITE. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER NEEDED SHALL BE DRESSED TO CONFORM WTFI THE EXISTING GRADE, PREPARED AND SEEDED. 5. SILT FENCE SHALL REMAIN IN PLACE UNTIL IT IS NO LONGER NEEDED AS DIRECTED BY THE POLLUTION PREVENTION PLAN. GENERALLY SILT FENCES SHALL REMAIN UNTIL THE UPSLOPE AREAS ARE STABIUZED WTH AN ESTABUSHED GRASS COVER AS A MINIMUM. GRADING NOTES 1.) MAXIMUM SLOPE ON CUTS AND FILLS SHALL BE 3.5: HORIZONTAL TO 1: VERTICAL . 2.) NO EXCAVATION SHALL BE ALLOWED WITHIN 2' OF PROPERTY LINES. 3.) WHERE HEIGHT OF FILL IS GREATER THAN 30' AN INTERMEDIATE TERRACE OF AT LEAST 6' VVIDE SHALL BE ESTABLISHED AT MID HEIGHT. 4.) COMPACTION TO BE 95% MODIFIED STANDARD PROCTOR WHERE > 6:1 SLOPE. 5.) ALL TREES OUTSIDE THE LIMITS OF GRADING OPERATIONS SHALL BE SAVED, UNLESS OTHERWISE INDICATED TO BE REMOVED. TREES NEAR THE EDGES OF GRADING LIMITS AND IN THE STORM WATER DETENTION BASIN AREAS SHALL BE SAVED IF POSSIBLE, WITHIN THE REQUIREMENTS OF THE SPECIFICAIIONS. 6.) STABIUZATION SEEDING SHALL BE COMPLETED AS SOON AS POSSIBLE, BUT NOT MORE THAN 14 DAYS, UPON COMPLETION OF GRADING IN ANY AREA OF GRADING OPERAIIONS. DISTURBED AREAS SHALL BE KEPT AS SMALL AS POSSIBLE TO PREVENT LARGE SCALE EROSION PROBLEMS. IF IHE GRADING CONTRACTOR STOPS GRADING OPERATIONS FOR MORE THAN 14 DAYS, THEN STABILIZATION SEEDING SHALL BE DONE ON ALL DISTURBED AREAS. 7.) SILT FENCE LOCATIONS AND LENGTHS, AS INDICATED, ARE APPROXIMATE ONLY. FINAL LOCAIIONS AND LENGTHS WLL BE DETERMINED, AS NEEDED, UPON COMPLETION OF GRADING OPERATIONS IN AN AREA. 8.) ALL STREET SUBGRADES SHALL BE CONSTRUCTED AND COMPACTED IN ACCORDANCE WTH JOHNSON COUNTY DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES. 9.) THE SIDE SLOPES OF THE DETENIION BASINS SHALL BE SEEDED WITH A PERMANENT SEED MIX FOR RURAL AREAS ACCORDING TO IDOT SPECIFICAIION YELLOW ROCK SUBDIVISION JOHNSON COUNTY, IOWA OAKDALE BLVD LOCATION MAP NOT TO SCALE 40.62 AC CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision 02-22-2021 PER COUNTY REVIEW -JDM 03-05-2021 PER CITY REVIEW -JDM GRADING AND EROSION CONTROL PLAN AND SWPPP YELLOW ROCK SUBDIVISION JOHNSON COUNTY MMS CONSULTANTS, INC. 02-11-21 Designed by: RLA Field Book No: Drat.sin by: Checked by: JDM RLA Project No: 7596-118 Sheet No: 1 Yellow Rock PRELIMINARY DRAINAGE CALCULATIONS Johnson County, Iowa February 11, 2021 Revisions: February 12, 2021 March 8, 2021 I. INTRODUCTION Yellow Rock is a 40.62 -acre site that is located on the east and south side of Rapid Creek Road NE, just to the north east of Iowa city. The site is bounded by agricultural and wooded properties on all sides. There is a creek that flows through the middle of the property. Only the portion of the site, north of the creek is being developed. The developed area of the site will consist of 16.70 acres that drains from the north to the south west side of the developed area. There will be a wet bottomed storm water basin to provide stormwater management for the proposed developed area of the subdivision. A wet bottomed storm water basin will provide for the water quality, channel protection volume and overbank protection and is located along the south portion of the developed area, just north of the creek. With the developed drainage area being under the preferred 20-25 acres, the basin's water surface will be supplemented with the well from the development to maintain the normal water surface elevation during times of drought. The proposed basin can be seen in the Appendix. The drainage area maps, and soils map can be seen the Appendix. Storm water management will be designed to meet the Johnson County Stormwater Ordinance The ordinance follows the guidelines established in the "Iowa Storm Water Management Manual". The storm water ordinance has four different criteria that must be met. These are; 1) Water Quality Volume 2) Channel Protection Storage Volume 3) Overbank Flood Protection 4) Extreme Flood Protection II. Water Quality Volume (WQv) The water quality volume is the storage needed to capture and treat the runoff from 90% of the average annual rainfall. The design rainfall depth to be used for determining the WQv in Iowa is 1.25 inches. The equation used to determine the storage volume in acre-feet is. WQv = (P*Rv*A)/12 P = rainfall depth in inches selected for area of state (1.25 inches) Rv = 0.05 + 0.009*I where I = % impervious area A = Area in Acres Area to the Basin = 16.70 acres The % impervious is 8.9%. Rv = 0.05 + 0.009*7.7= 0.13 WQv = (P*Rv*A)/12 = (1.25*0.13*16.70)/12 = 0.22 acre-feet = 9,858 cubic feet. The water quality volume required for the onsite drainage area of 16.70 acres is 9,858 cubic feet. To treat the water quality volume, the 1.25 -inch storm event needs to be stored and released. The primary removal mechanism for pollutants in wet ponds is by settling of any solid materials. The Iowa Storm Water Management Manuel has that the ratio of the permanent pool volume (VB) to the water quality volume (VR) be greater than 4 to achieve a total suspended sediment removal rate of 80% - 90%. The permanent pool volume of the pond is calculated to be 675,847 cubic feet. The ratio of VB/VR for the proposed pond on site is 675,847/9,858 = 68.6, this ratio is greater than 4, and would be sufficient to treat the water quality volume. IV. Channel Protection Storage Volume The channel protection storage volume is the volume required to store and release over a 24-hour period the 1 year developed runoff volume. The maximum release rate calculations can be seen in Appendix. The required channel protection volume for this basin is 48,398 cubic feet. The volume at elevation 693.49 is 48,398 cubic feet. The allowable release rate for the channel protection volume is 1.12 cfs for the 16.70 developed acre site. The release rate from the basin during the 1 -year storm event is 0.51 cfs. This is under the allowable release rate of 1.12 cfs. IV. Overbank Flood Protection The overbank flood protection requires that the 100 year post developed runoff rate be less than the 5 -year predeveloped runoff rate. The 5 -year undeveloped runoff rate from the 16.70 -acre developed area is 17.93 cfs. The basin outlets to Rapid Creek, the flow in the creek varies with different rainstorm events. The flow through the creek for the 100 -year event creates a tailwater and would reduce the capacity in the pipe from the basin. Matching the time to peak for the 100 -year inflow hydrograph, the flow in the creek is approximately 1,370cfs. The depth of the flow was calculated to be 693.10'. The 100 -year release rate from the basin is 7.473 cfs at an elevation of 694.52 feet routing the storm through the 18 -inch pipe with a tailwater elevation of 693.10 in Hydraflow. This is less than the allowable release rate of 17.93 cfs and 1.48 feet below the top of the dam at 696.00. Below is a summary of the hydrographs. The hydrographs can be seen in Appendix. Hydrograph #1 — This hydrograph is for the 5 -year undeveloped flow from the pre -developed drainage area of the site. This hydrograph produces a peak flow of 17.93 cfs. Hydrograph #2A — This hydrograph is for the 1 -year developed flow from the developed drainage area of the site. This hydrograph produces a peak flow of 13.03 cfs and a hydraulic volume of 48,398 cubic feet. Hydrograph #2B — This hydrograph is for the 100 -year developed flow from the developed drainage area of the site. This hydrograph produces a peak flow of 80.67 cfs. Hydrograph #3A — This hydrograph is for the 1 -year developed flow routed through the pond. This hydrograph produces a peak flow of 0.51 cfs at an elevation of 693.31. Hydrograph #3B — This hydrograph is for the 100 -year developed flow routed through the pond. This hydrograph produces a peak flow of 7.47 cfs at an elevation of 694.95. Hydrograph #3D — This hydrograph is for the 100 -year developed flow routed through the pond and over the emergency spillway only. This hydrograph produces a peak flow of 2.12 cfs at an elevation of 695.12. Hydrograph #4 — This hydrograph is for the 1.25 -inch storm event from the developed drainage area of the site. This hydrograph produces a peak flow of 1.79 cfs. Hydrograph #6 — This hydrograph is for the 100 -year storm event of Rapid Creek. This hydrograph produces a peak flow of 2,280 cfs. V. Extreme Flood Protection The extreme flood protection requires that there be an emergency overflow spillway to safely pass the extreme flood flow. A minimum of 1 foot of freeboard should be provided, measured from the top of the water surface elevation for the extreme flood to the top of the dam embankment, not counting the emergency spillway. The top of the dam is 696.00, with a 20 -foot -wide emergency spillway set at 695.00. Routing the 100 -year storm over the spillway assuming the outlet is plugged, it results in a peak discharge of 2.12 cfs at an elevation of 695.12 or 0.88' feet below the top of dam. VI. Maintenance Requirements > Monthly: o Clean and remove debris from inlet and outlet structures. o Mow side slopes. > Annual inspection: o Inspect for damage, paying particular attention to the control structure. o Check for signs of eutrophic conditions. o Note signs of hydrocarbon build-up and remove appropriate. o Monitor for sediment accumulation in the facility. o Examine to ensure that inlet and outlet devices are free of debris and operational. ➢ As needed: o Repair under cut or eroded areas. > 10-20 years or after 25% of permanent pool volume has been lost: o Monitor sediment accumulations are removed sediment when the pool volume has become reduced significantly, or the pond becomes eutrophic. Certification: I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Signed: Date: Ronald L. Amelon, P.E. Iowa Cert. No. 14201 Discipline — Civil Engineer My bi-annual license renewal date is December 31, 2021. Pages or sheets covered by this seal: All Disclaimer No legal or financial responsibility arising from the construction, operation, or maintenance of the approved plan shall attach to the Johnson County Soil and Water Conservation District or the person(s) approving this plan due to approval of this plan. Signed this day of , 20 (Jesse Allen) Approved by, this day of , 20 (Johnson County Soil and Water Conservation District) Approved by, this day of , 20 (Johnson County Planning and Zoning Department) Signed before me this day of , 20 (Witness) APPENDIX 41° 42' 2" N 41°41'46"N 626500 626.580 626660 626740 Hydrologic Soil Group—Johnson County, Iowa 626820 626900 626980 627060 627140 I.,.. - 0 41° 42' 2" N Rapid Creek4Rd,Ne 0_ M_163F2 4 M,163D2 v000 Glop Taw TuoR �Q eaDo 7 a� �G�o� -2ca11Q° 626500 3 Map Scale: 1:3,450 if printed on A landscape (11" x 8.5") sheet. 626580 626660 626740 526820 N o 50 100 Meters 200 300 0 150 300 600 900Feet Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UM Zone 15N WGS84 USDA Natural Resources rora Conservation Service 626900 Web Soil Survey National Cooperative Soil Survey 626980 627060 627140 627220 3 1/22/2021 Page 1 of 4 41° 41'46"N Hydrologic Soil Group—Johnson County, Iowa MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A ND 0 B B/D C C/D D Not rated or not available Soil Rating Lines ✓ r A 0 r C • 0 C/D ✓ r D ✓ r Not rated or not available Soil Rating Points p A The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background o A/D imagery displayed on these maps. As a result, some minor • B shifting of map unit boundaries may be evident. o o C/D o D o Not rated or not available Water Features Streams and Canals Transportation i --i-+ Rails '.,,r Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Johnson County, Iowa Survey Area Data: Version 23, Jun 10, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 1, 2020—Nov 18, 2020 • B/D UUP Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/22/2021 Page 2 of 4 Hydrologic Soil Group—Johnson County, Iowa Hydrologic Soil Group USDA Natural Resources Web Soil Survey 1/22/2021 Conservation Service National Cooperative Soil Survey Page 3 of 4 Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 65E2 Lindley loam, 14 to 18 percent slopes, moderately eroded C 2.7 6.8% 729B Nodaway-Arenzville silt loams, 1 to 4 percent slopes B 3.5 8.8% 1220 Nodaway silt loam, shallow loess, 0 to 2 percent slopes, channeled, frequently flooded B 12.7 31.9% M163D Fayette silt loam, till plain, 9 to 14 percent slopes C 2.4 6.1% M163D2 Fayette silt loam, till plain, 9 to 14 percent slopes, eroded C 0.2 0.5% M163D3 Fayette silty clay loam, till plain, 9 to 14 percent slopes, severely eroded C 8.0 20.1% M163E Fayette silt loam, till plain, 14 to 18 percent slopes C 7.0 17.7% M163F2 Fayette silt loam, till plain, 18 to 25 percent slopes, eroded C 0.4 0.9% M163G Fayette silt loam, till plain, 25 to 40 percent slopes C 2.9 7.3% Totals for Area of Interest 39.7 100.0% USDA Natural Resources Web Soil Survey 1/22/2021 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Johnson County, Iowa Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff. 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No. 1 Predeveloped Area Hydrograph type Storm frequency Time interval Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 5 yrs = 2 min = 17.160 ac = 0.0 % = TR55 = 3.75 in = 24 hrs Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor Wednesday, 02 / 10 / 2021 = 17.93 cfs = 12.20 hrs = 76,364 cuft = 71 = 0 ft = 28.10 min = Type II = 484 Q (cfs) 18.00 15.00 12.00 9.00 6.00 3.00 0.00 Predeveloped Area Hyd. No. 1 -- 5 Year 1 J 0 2 4 Hyd No. 1 6 8 10 12 14 16 18 20 22 24 Q (cfs) 18.00 15.00 12.00 9.00 6.00 3.00 0.00 26 Time (hrs) TR55 Tc Worksheet Hyd. No. 1 Predeveloped Area Description Sheet Flow Manning's n -value Flow length (ft) Two-year 24 -hr precip. (in) Land slope (%) Travel Time (min) Shallow Concentrated Flow Flow length (ft) Watercourse slope (%) Surface description Average velocity (ft/s) Travel Time (min) Channel Flow X sectional flow area (sqft) Wetted perimeter (ft) Channel slope (%) Manning's n -value Velocity (ft/s) Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 A B = 0.240 0.011 = 100.0 0.0 = 3.01 0.00 = 1.46 0.00 C 0.011 0.0 0.00 0.00 Totals = 16.69 + 0.00 + 0.00 = 16.69 = 1709.00 = 2.38 = Unpaved =2.49 0.00 0.00 Paved 0.00 0.00 0.00 Paved 0.00 = 11.44 + 0.00 + 0.00 = 11.44 = 0.00 0.00 0.00 = 0.00 0.00 0.00 = 0.00 0.00 0.00 = 0.015 0.015 0.015 =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc 28.13 min v �G� f Orb I l�C s Lt,G ------------- - -_ - - ------- - - - -------- ----- ------------ --------------------- - - - - - - - - - - - - - - - - - - - - - - 1 - 732 _ - ���^n 1r1 n - _ '' _ ---- __ ----- __ - _ - - \ - -730 - 1 v�� I `6 !�� - /- -OH€ OH _ _ Sam / _ _ -OHE� _ _ _-OHE - _ - -()HE __ 9HE_ _ - �-OHE _ _ 6RE — _0_HE _ — _ 0 E _ - =0 -OHF - =0k1€ -E; OH��_-- - -� - / 730 - - - -- - = - nHF OHE--- ---- - _ - - --- - - - - - - --- F----F----F--- F -o F -6HEFj - -Fi - =oHe— --aH�L - -e--- ' HF - 1`L— rLp -- - \ -OHE - -OHS_ _ _6FT� - _ _ -SHE F —6Hf =—_ONE _ _ , - ' _ _ _ _ _ _ _ _ _ _F F F F __>OHE- _ -F- --F -F -F=- -F _ _F---F---F 7Z8-----F----F--I-F--F,-'_F__ _F__ -_Fr_ _F _, _F__ _�-1_ /F_ ��15//_F_1 -F__ _F__ _Fj _ _F__ _F__ _F__ - - - - 16-- - n �-.QHE - - - -OHE - - -F- - f _ _ -F- - - -F- - -F -728 - I - _ _ /' ' / i ,1�� ^�✓' ' I \ I OE - - 726 — — — — OHE / ' - - ' i —�-- -- — — — — — -OH \, 724• / � \ -722-------- ------ 722-- _-__-- - - - INFRAST R -720 720- -718 20 >10 P.B.B. -718" \/ o � ' I I ' P.B.S. 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' i i ' /iC i1 A V � / i - A \ � _��. v I A \ � A A V A A \ \ \ v A � A v A A � A C:\Users\bjc\Documents\dwg\7596-118\7596-118J2.dwg, 3/8/20214:03:20 PM, DWG To PDF.pc3 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hyd. No. 2 Developed Area Hydrograph type Storm frequency Time interval Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 1 yrs = 2 min = 16.700 ac = 0.0 % = TR55 = 2.60 in = 24 hrs Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor Friday, 02 / 12 / 2021 = 13.03 cfs = 12.13 hrs = 48,398 cuft = 76.6 = 0 ft = 22.40 min = Type II = 484 Q (cfs) 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 Developed Area Hyd. No. 2 -- 1 Year 1 J 0 2 4 Hyd No. 2 6 8 10 12 14 16 18 20 22 L 24 Q (cfs) 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 26 Time (hrs) TR55 Tc Worksheet Hyd. No. 2 Developed Area Description Sheet Flow Manning's n -value Flow length (ft) Two-year 24 -hr precip. (in) Land slope (%) Travel Time (min) Shallow Concentrated Flow Flow length (ft) Watercourse slope (%) Surface description Average velocity (ft/s) Travel Time (min) Channel Flow X sectional flow area (sqft) Wetted perimeter (ft) Channel slope (%) Manning's n -value Velocity (ft/s) Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 A B = 0.240 0.011 = 100.0 0.0 = 3.01 0.00 = 1.45 0.00 C 0.011 0.0 0.00 0.00 Totals = 16.73 + 0.00 + 0.00 = 16.73 = 1039.00 = 3.63 = Unpaved =3.07 0.00 0.00 Paved 0.00 0.00 0.00 Paved 0.00 = 5.63 + 0.00 + 0.00 = 5.63 = 0.00 0.00 0.00 = 0.00 0.00 0.00 = 0.00 0.00 0.00 = 0.015 0.015 0.015 =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time, Tc 22.37 min Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hyd. No. 2 Developed Area Hydrograph type Storm frequency Time interval Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 100 yrs = 2 min = 16.700 ac = 0.0 % = TR55 = 7.22 in = 24 hrs Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor Friday, 02 / 12 / 2021 = 80.67 cfs = 12.10 hrs = 278,891 cuft = 76.6 = 0 ft = 22.40 min = Type II = 484 Q (cfs) 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0 Developed Area Hyd. No. 2 -- 100 Year 2 4 Hyd No. 2 6 8 10 12 14 16 18 20 22 24 Q (cfs) 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 26 Time (hrs) Water Quality Volume Caluculation WQv= Rv* P * A/12 Rv = 0.05 + 0.009 * I P= A= 1= Rv= WQv= WQv= 1.25 16.70 8.9 r 0.1301 0.22632 9858.49 inches acres % ac -ft ft3 where WQv = water quality volume (ac -ft) Rv= volumetric runoff coefficient A = total drainage area (ac) I = percent impervious cover (%) P = water quality rainfall depth (in) max peak discharge 0.228206 Calculate the adjusted CN for storms under two inches. CN = 1000/[10+5P+10Qa-10(Qa2+1.25QaP)1/z Oa= CN= 1.0.162625 79.49399 where P= rainfall (inches) Qa=water quality volume in inches (Rv*P) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hyd. No. 4 Developed Area WQv Hydrograph type Storm frequency Time interval Drainage area Basin Slope Tc method Total precip. Storm duration = SCS Runoff = 3 yrs = 2 min = 16.700 ac = 0.0 % = TR55 = 1.25 in = 24 hrs Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor Thursday, 02 / 11 / 2021 = 1.793 cfs = 12.17 hrs = 10,036 cuft = 79.5 = 0 ft = 22.40 min = Type II = 484 Q (cfs) 2.00 1.00 0.00 Developed Area WQv Hyd. No. 4 -- 3 Year 1 0 2 4 Hyd No. 4 6 8 10 Q (cfs) 2.00 1.00 0.00 12 14 16 18 20 22 24 26 Time (hrs) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Monday, 03 / 8 / 2021 Hyd. No. 3 Through Pond 2 Hydrograph type Storm frequency Time interval Inflow hyd. No. Reservoir name = Reservoir = 1 yrs = 2 min = 2 - Developed Area = Pond 2 Storage Indication method used. Q (cfs) 14.00 12.00 10.00 8.00 6.00 4.00 2.00 Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Through Pond 2 Hyd. No. 3 -- 1 Year = 0.507 cfs = 17.87 hrs = 43,892 cuft = 693.31 ft = 30,988 cuft 0.00 — 0 10 20 30 40 50 60 70 80 90 Hyd No. 3 Hyd No. 2 II 1 1 1 1 1 II Total storage used = 30,988 cuft Q (cfs) 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 100 Time (hrs) Pond Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Pond No. 4 - Pond 2 Pond Data Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation = 693.00 ft Stage / Storage Table Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft) 0.00 693.00 93,598 0 0 1.00 694.00 105,943 99,770 99,770 2.00 695.00 118,559 112,251 212,021 3.00 696.00 131,290 124,925 336,946 Monday, 03 / 8 / 2021 Culvert / Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] [B] [C] [D] Rise (in) = 18.00 0.00 0.00 0.00 Crest Len (ft) = 0.00 0.00 0.00 0.00 Span (in) = 18.00 0.00 0.00 0.00 Crest El. (ft) = 0.00 0.00 0.00 0.00 No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33 Invert El. (ft) = 693.00 0.00 0.00 0.00 Weir Type = --- --- --- Length (ft) = 74.00 0.00 0.00 0.00 Multi -Stage = No No No No Slope (%) = 2.70 0.00 0.00 n/a N -Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000 (by Wet area) Multi -Stage = n/a No No No TW Elev. (ft) = 0.00 Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s). Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 693.00 0.00 1.00 99,770 694.00 4.26 ic 2.00 212,021 695.00 9.51 ic 3.00 336,946 696.00 12.76 ic 0.000 4.265 9.512 12.76 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Monday, 03 / 8 / 2021 Hyd. No. 3 Through Pond 2 Hydrograph type Storm frequency Time interval Inflow hyd. No. Reservoir name = Reservoir = 100 yrs = 2 min = 2 - Developed Area = Pond 2 Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Storage Indication method used. Q (cfs) 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0 Through Pond 2 Hyd. No. 3 -- 100 Year = 7.473 cfs = 13.07 hrs = 267,986 cuft = 694.52 ft = 158,377 cuft 6 12 18 Hyd No. 3 24 30 36 42 48 Q (cfs) 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 — 0.00 54 60 Time (hrs) Hyd No. 2 II 1 1 1 1 1 II Total storage used = 158,377 cuft Pond Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Pond No. 4 - Pond 2 Pond Data Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation = 693.00 ft Stage / Storage Table Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft) 0.00 693.00 93,598 0 0 1.00 694.00 105,943 99,770 99,770 2.00 695.00 118,559 112,251 212,021 3.00 696.00 131,290 124,925 336,946 Monday, 03 / 8 / 2021 Culvert / Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] [B] [C] [D] Rise (in) = 18.00 0.00 0.00 0.00 Crest Len (ft) = 0.00 0.00 0.00 0.00 Span (in) = 18.00 0.00 0.00 0.00 Crest El. (ft) = 0.00 0.00 0.00 0.00 No. Barrels = 1 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33 Invert El. (ft) = 693.00 0.00 0.00 0.00 Weir Type = --- --- --- Length (ft) = 74.00 0.00 0.00 0.00 Multi -Stage = No No No No Slope (%) = 2.70 0.00 0.00 n/a N -Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000 (by Wet area) Multi -Stage = n/a No No No TW Elev. (ft) = 693.10 Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s). Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 693.00 0.00 1.00 99,770 694.00 4.26 ic 2.00 212,021 695.00 9.51 ic 3.00 336,946 696.00 12.76 ic 0.000 4.265 9.512 12.76 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Monday, 03 / 8 / 2021 Hyd. No. 3 Through Pond 2 Hydrograph type Storm frequency Time interval Inflow hyd. No. Reservoir name = Reservoir = 100 yrs = 2 min = 2 - Developed Area = Pond 2 EMR Storage Indication method used. Q (cfs) 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0 Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Through Pond 2 Hyd. No. 3 -- 100 Year = 3.325 cfs = 15.17 hrs = 100,526 cuft = 694.91 ft = 201,796 cuft 4 8 12 16 20 24 28 32 36 40 Hyd No. 3 Hyd No. 2 1111111 II Total storage used = 201,796 cuft Q (cfs) 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 44 Time (hrs) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Friday, 02 / 12 / 2021 Hyd. No. 3 Through Pond 1 Hydrograph type Storm frequency Time interval Inflow hyd. No. Reservoir name = Reservoir = 100 yrs = 2 min = 2 - Developed Area = POND 1 EMR Storage Indication method used. Q (cfs) 90.00 80.00 70.00 60.00 50.00 40.00 30.00 Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Through Pond 1 Hyd. No. 3 -- 100 Year = 5.736 cfs = 13.53 hrs = 119,084 cuft = 695.43 ft = 179,555 cuft 20.00 - 10.00 - 0.00 0 4 Hyd No. 3 8 12 16 20 24 28 32 Hyd No. 2 1111111 II Total storage used = 179,555 cuft Q (cfs) 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 Time (hrs) Pond Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Pond No. 5 - Pond 2 EMR Pond Data Contours -User-defined contour areas. Average end area method used for volume calculation. Begining Elevation = 693.00 ft Stage / Storage Table Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft) 0.00 693.00 93,598 0 0 1.00 694.00 105,943 99,770 99,770 2.00 695.00 118,559 112,251 212,021 3.00 696.00 131,290 124,925 336,946 Monday, 03 / 8 / 2021 Culvert / Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] [B] [C] [D] Rise (in) Inactive 0.00 0.00 0.00 Crest Len (ft) = 20.00 0.00 0.00 0.00 Span (in) = 18.00 0.00 0.00 0.00 Crest El. (ft) = 695.00 0.00 0.00 0.00 No. Barrels = 1 0 0 0 Weir Coeff. = 2.60 3.33 3.33 3.33 Invert El. (ft) = 693.00 0.00 0.00 0.00 Weir Type = Broad --- --- --- Length (ft) = 74.00 0.00 0.00 0.00 Multi -Stage = No No No No Slope (%) = 2.70 0.00 0.00 n/a N -Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000 (by Wet area) Multi -Stage = n/a No No No TW Elev. (ft) = 0.00 Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s). Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 693.00 0.00 1.00 99,770 694.00 0.00 2.00 212,021 695.00 0.00 3.00 336,946 696.00 0.00 0.00 0.00 0.00 52.00 0.000 0.000 0.000 52.00 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020 Hyd. No. 6 creek to bridge Hydrograph type = SCS Runoff Storm frequency = 100 yrs Time interval = 2 min Drainage area = 2233.600 ac Basin Slope = 8.5 % Tc method = LAG Total precip. = 7.22 in Storm duration = 24 hrs Peak discharge Time to peak Hyd. volume Curve number Hydraulic length Time of conc. (Tc) Distribution Shape factor Monday, 03 / 8 / 2021 = 2280.74 cfs = 13.97 hrs = 37,288,780 cuft = 77.4 = 36379 ft = 209.59 min = Type 11 = 484 Q (cfs) 2282.00 1956.00 1630.00 1304.00 978.00 652.00 326.00 0.00 creek to bridge Hyd. No. 6 -- 100 Year 0 2 4 Hyd No. 6 6 8 Q (cfs) 2282.00 1956.00 1630.00 1304.00 978.00 652.00 326.00 0.00 10 12 14 16 18 20 22 24 26 28 Time (hrs) FLOW THROUGH TRAPEZOIDAL DRAINAGE SWALE Q = (1.49 * A * R^ (2/3) * S^ (1/2)) / N n= 0.025 s= 0.0039 ft/ft BOTTOM= 9.5 ft SIDE SLOPE= 0.2 ft/ft WETTED HYDRAULIC DEPTH AREA PERIMETER RADIUS AR(2/3) Q 0.1 1.0000 10.5198 0.0951 0.2083 0.78 0.2 2.1000 11.5396 0.1820 0.6744 2.51 0.3 3.3000 12.5594 0.2628 1.3538 5.04 0.4 4.6000 13.5792 0.3388 2.2354 8.32 0.5 6.0000 14.5990 0.4110 3.3167 12.34 0.6 7.5000 15.6188 0.4802 4.5991 17.12 0.7 9.1000 16.6386 0.5469 6.0859 22.65 0.8 10.8000 17.6584 0.6116 7.7816 28.96 0.9 12.6000 18.6782 0.6746 9.6916 36.07 1.0 14.5000 19.6980 0.7361 11.8213 44.00 1.1 16.5000 20.7178 0.7964 14.1768 52.77 1.2 18.6000 21.7376 0.8557 16.7641 62.40 1.3 20.8000 22.7575 0.9140 19.5895 72.91 1.4 23.1000 23.7773 0.9715 22.6592 84.34 1.5 25.5000 24.7971 1.0283 25.9797 96.70 1.6 28.0000 25.8169 1.0846 29.5570 110.01 1.7 30.6000 26.8367 1.1402 33.3977 124.31 1.8 33.3000 27.8565 1.1954 37.5079 139.61 1.9 36.1000 28.8763 1.2502 41.8939 155.93 2.0 39.0000 29.8961 1.3045 46.5620 173.30 2.1 42.0000 30.9159 1.3585 51.5182 191.75 2.2 45.1000 31.9357 1.4122 56.7688 211.29 2.3 48.3000 32.9555 1.4656 62.3199 231.96 2.4 51.6000 33.9753 1.5188 68.1774 253.76 2.5 55.0000 34.9951 1.5716 74.3475 276.72 2.6 58.5000 36.0149 1.6243 80.8360 300.87 2.7 62.1000 37.0347 1.6768 87.6490 326.23 2.8 65.8000 38.0545 1.7291 94.7922 352.82 2.9 69.6000 39.0743 1.7812 102.2715 380.66 3.0 73.5000 40.0941 1.8332 110.0927 409.77 3.1 77.5000 41.1139 1.8850 118.2616 440.17 3.2 81.6000 42.1337 1.9367 126.7838 471.89 3.3 85.8000 43.1535 1.9882 135.6650 504.95 3.4 90.1000 44.1733 2.0397 144.9110 539.36 3.5 94.5000 45.1931 2.0910 154.5271 575.15 3.6 99.0000 46.2129 2.1423 164.5191 612.34 3.7 103.6000 47.2327 2.1934 174.8923 650.95 3.8 108.3000 48.2525 2.2444 185.6524 691.00 3.9 113.1000 49.2724 2.2954 196.8047 732.51 4.0 118.0000 50.2922 2.3463 208.3546 775.50 4.1 123.0000 51.3120 2.3971 220.3076 819.99 4.2 128.1000 52.3318 2.4478 232.6689 866.00 4.3 133.3000 53.3516 2.4985 245.4438 913.55 4.4 138.6000 54.3714 2.5491 258.6377 962.65 4.5 144.0000 55.3912 2.5997 272.2558 1013.34 4.6 149.5000 56.4110 2.6502 286.3032 1065.63 4.7 155.1000 57.4308 2.7006 300.7852 1119.53 4.8 160.8000 58.4506 2.7510 315.7070 1175.07 4.9 166.6000 59.4704 2.8014 331.0735 1232.26 5.0 172.5000 60.4902 2.8517 346.8900 1291.13 5.1 178.5000 61.5100 2.9020 363.1616 1351.69 M M MMS CONSULTANTS, INC. 19- 51-8282 - FAX 319- 5 -8476 IOWA CITY /-IOWA EMAI : MMS@MMSCONSULTANTS.NET PROJECT: e low SUBJECT: PILO ��:a (ch la/eIQn� PROJECT# 7596—/1J DATE: 2/7/ 20 PREPARED BY: RL/1" REVIEWED BY: Page Of Civil Engineers - Land Surveyors - Land Planners - Wetland Specialists - Landscape Architects StreamStats Page 1 of 5 https://streamstats.usgs.gov/ss/ 2/9/2021 StreamStats StreamStats Report Region ID: IA Workspace ID: IA20210209173223775000 Clicked Point (Latitude, Longitude): Time: 2021-02-09 11:40:26 -0600 41.69894,-91.47794 Page 2 of 5 : Herbert Hoover Hwy SE Basin Characteristics P arameter Code Parameter Description Value Unit D RNAREA Area that drains to a point on a stream 3.46 square miles D ESMOIN Area underlain by Des Moines Lobe 0 percent BSHAPE Basin Shape Factor for Area 3.58 dimensionless https://streamstats.usgs.gov/ss/ 2/9/2021 StreamStats Page 3 of 5 Peak -Flow Statistics Parameters[Peak Region 2 2013 5086] P arameter Code Parameter Name Value Units Min Limit Max Limit D RNAREA Drainage Area 3.46 square miles 0.08 7783 D ESMOIN Des Moines Lobe 0 percent 0 100 B SHAPE Basin Shape Factor 3.58 dimensionless 0.806 13.94 Peak -Flow Statistics Parameters[Peak Region 2 DA only 2015 5055] P arameter Code Parameter Name Value Units Min Limit Max Limit D RNAREA Drainage Area 3.46 square miles 0.08 7783 Peak -Flow Statistics Flow Report Region z 2013 5086] PII: Prediction Interval -Lower, Plu: Prediction Interval -Upper, SEp: Standard Error of Prediction, SE: Standard Error (other -- see report) Statistic Value Unit PII Plu SEp 50_percent_AEP_flood 330 ft^3/s 158 691 46.8 20_percent_AEP_flood 710 ft^3/s 466 1080 25.7 10_percent_AEP_flood 1090 ft^3/s 772 1540 20.8 4_percent_AEP_flood 1670 ft^3/s 1210 2310 19.4 2_percent_AEP_flood 2060 ft^3/s 1470 2890 20.4 1_percent_AEP_flood 2450 ft^3/s 1690 3550 22.3 0_5_percent_AEP_flood 3190 ft^3/s 2110 4810 24.9 0_2_percent_AEP_flood 3520 ft^3/s 2220 5590 28.2 Peak -Flow Statistics Flow Report Region 2 DA only 20155055] PII: Prediction Interval -Lower, Plu: Prediction Interval -Upper, SEp: Standard Error of Prediction, SE: Standard Error (other -- see report) Statistic Value Unit P11 Plu SEp 2_Year_Peak_Flood_Drainage_Area_Only 293 ft^3/s 139 620 47.4 5_Year_Peak_Flood_Drainage_Area_Only 721 ft^3/s 454 1150 28.2 https://streamstats.usgs.gov/ss/ 2/9/2021 StreamStats Page 4 of 5 Statistic 10_Year_Peak_Flood_Drainage_Area_Only 25_Year_Peak_Flood_Drainage_Area_Only 50 Year_Peak_Flood_Drainage_Area_Only 100_Year_Peak_Flood_Drainage_Area_Only 200 Year_Peak_Flood_Drainage_Area_Only 500_Year_Peak_Flood_Drainage_Area_Only Peak -Flow Statistics Flow Report[Area-Averaged] Value 1110 1680 2150 2650 3160 3870 Unit ftA3/s ftA3/s ftA3/s ftA3/s ft^3/s ftA3/s P II PIu SEp 750 1640 23.6 1130 2500 24 1410 3280 25.4 1690 4150 26.9 1950 5120 29.1 2270 6610 32.6 P II: Prediction Interval -Lower, PIu: Prediction Interval -Upper, SEp: Standard Error of Prediction, S E: Standard Error (other -- see report) Statistic 50_percent AEP_flood 20_percent_AEP_flood 10_percent_AEP_flood 4_percent AEP_flood 2_percent_AEP_flood 1_percent_AEP_flood 0_5_percent_AEP_flood 0_2_percent_AEP_flood 2_Year_Peak_Flood_Drainage_Area_Only 5_Year_Peak_Flood_Drainage_Area_Only 10_Year_Peak_Flood_Drainage Area_Only 25_Year_Peak_Flood_Drainage_Area_Only 50_Year_Peak_Flood_Drainage_Area_Only 100_Year_Peak_Flood_Drainage_Area_Only 200_Year_Peak_Flood_Drainage_Area_Only 500_Year_Peak_Flood_Drainage Area_Only Value Unit 330 ft^3/s 710 ft^3/s 1090 ft^3/s 1670 ftA3/s 2060 ft^3/s 2450 ft^3/s 3190 ft^3/s 3520 ft^3/s 293 ft^3/s 721 ft^3/s 1110 ft"3/s 1680 ft^3/s 2150 ft^3/s 2650 ft^3/s 3160 ft^3/s 3870 ft^3/s P II PIu SEp 158 691 46.8 466 1080 25.7 772 1540 20.8 1210 2310 19.4 1470 2890 20.4 1690 3550 22.3 2110 4810 24.9 2220 5590 28.2 139 620 47.4 454 1150 28.2 750 1640 23.6 1130 2500 24 1410 3280 25.4 1690 4150 26.9 1950 5120 29.1 2270 6610 32.6 https://streamstats.usgs.gov/ss/ 2/9/2021 StreamStats Page 5 of 5 Peak -Flow Statistics Citations Eash, D.A., Barnes, K.K., and Veilleux, A.G.,2013, Methods for estimating annual exceedance-probability discharges for streams in Iowa, based on data through water year 2010: U.S. Geological Survey Scientific Investigations Report 2013- 5086, 63 p. with a (http://pubs.usgs.gov/sir/2013/5086/) Eash, D.A.,2015, Comparisons of estimates of annual exceedance-probability discharges for small drainage basins in Iowa, based on data through water year 2013: U.S. Geological Survey Scientific Investigations Report 2015-5055, 37 p. (http://dx.doi.org/10.3133/sir20155055.) USGS Data Disclaimer: Unless otherwise stated, all data, metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected. Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U.S. Geological Survey (USGS), no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. U SGS Software Disclaimer: This software has been approved for release by the U.S. Geological Survey (USGS). Although the software has been subjected to rigorous review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied, is made by the USGS or the U.S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS n or the U.S. Government shall be held liable for any damages resulting from its authorized or unauthorized use. U SGS Product Names Disclaimer: Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Application Version:4.4.0 https://streamstats.usgs.gov/ss/ 2/9/2021 F1'.M FLOOD INSURANCE RATE MAP JOHNSON COUNTY, IOWA AND INCORPORATED AREAS PANEL 205 OF 450 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: COMMUNITY IOWA CITY, CITY OF JOHNSON COUNTY NUMBER PANEL SUFFIX 190171 0205 E 190882 0205 E Notice to User: The Map Number shown el w sh ul be used when placing map orders; the Comm nity Numb r shown above should be used on insurance applications for the subject community. MAP NUMBER 19103CO205E MAP REVISED FEBRUARY 16, 2007 Federal Emergency Management Agency FLOW OVER A BROAD CRESTED WEIR Q=CLH^(3/2) C= 2.7 WATER SURFACE ELEVATION 702.16 STATION ELEVATION LENGTH AVE HEIGHT DISCHARGE 0 704 90 702 235 700 330 700 420 701 476 701.3 545 701.46 670 701.44 747 701.08 823 701.32 924 70325 953 704 90 0 0 145 1.16 489.12375 95 2.16 814.26918 90 1.66 519.71877 56 1.01 153.47366 69 0.78 128.33785 125 0.71 201.91161 77 0.9 177.50813 76 0.96 193.01195 101 0 0 29 0 0 TOTAL DISCHARGE 2,677.35 CFS M M MMS CONSULTANTS, INC. PROJECT# 75961t' 19351-8282- FAX 319-5-847 - IOWA CITY //-IOWA EMAIL:MMS@MMSCONSULTANTS.NET DATE: 2/7/ 2 02 I PROJECT: rP1lpW Rot. SUBJECT: PUO Cdal41 (011 PREPARED BY: RL/4 REVIEWED BY: Page 7 Civil Engineers - Land Surveyors - Land Planners - Wetland Specialists - Landscape Architects J/ V/ 30000 FT— LIMIT OF DETAILED STUDY RUNNING DEER WOODS GAGING STATION 29 ZONE X ZONE X ZONE AE RIDGE 625000 FT—ZONE X 41°41'15" 91030100" 625°mE ZONE X NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATE WITHIN TOWNSHIP 80 NORTH, RANGE 5 WEST AND TOWNSHIP 80 NORTH, RANGE 6 WEST. Z NE A 32 ZONE X CITY OF IOWA CITY 190171 626obomE 27o/omE JOINS PANEL 0215 628°'omE 29°'omE • / I ) / \ ) ; / / / __ / / iy/l\, 2in • • FEN 747 R iron cate--past 031'r -it; 65 • 417. EALCOAT c 4�5 3 '48 N L EAL.00/c1 EALCVAT cl 701.421 ( \ L EALC)AT cl , , Ii , \440 11 - —0.186 IPE FOU\D 12clid; 6)-7c 4 1 1 3 54 I . \ 5 . 7014)78 L SEALCiAT cl 6 4 711z38 Ci SEALCINAT cl 60, _0.065 Rzi-' NC b:ridge 70 .191 5$ CONC bridge bridge OUTLOT 'A' OUTLOT "B" T cl 13\ bridge , 6 I\ C SEA C(pAcr cl 20003 -688.456 EDGE OF WATE 220/ 6-6164 PRI NU:KM large ' / ,/ ,/ / 20002 .689.707 EDGE OF WATER 50 G: \ 7596\ 7596-118 \ 7596-118T— JRD012521.dwg, 2/9/2021 11 5805 AM 710 705 700 695 690 685 LLI 0 0 0 0 710 705 700 0+00 0+50 0+73 690 685 STORMWATER BASIN EXHIBIT YELLOW ROCK SUBDIVISION JOHNSON COUNTY, IOWA PLAT PREPARED BY: MMS CONSULTANTS INC. 1917 S. GILBERT STREET IOWA CITY, IOWA 52240 YELLOW ROCK, LLC P.O. BOX 3474 IOWA CITY, IOWA 52244 SUBDIVIDER'S ATTORNEY: EREK P. SITTIG 123 N. LINN STREET, SUITE 300 IOWA CITY, IOWA 52244 PROP FES 1 24" FES IE IN(24")(SW)=693.00 Lt - PROP FES 2 24" FES • OUTLOT 'ID' DETENTION BASIN PRESERVATION 7 7 \ / 40.62 AC CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS ENVIRONMENTAL SPECIALISTS 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 (319) 351-8282 www.mmsconsultants.net Date Revision 02-22-2021 PER COUNTY REVIEW -JDM 03-05-2021 PER CITY REVIEW -JDM STORMWATER BASIN EXHIBIT YELLOW ROCK SUBDIVISION JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. 02-11-21 Designed by: RLA Field Book No: Drawn by: Checked by: JDM RLA Project No: 7596-118 Sheet No: 1 Prepared by: Ray Heitner, Associate Planner, 410 E. Washington St., Iowa City, IA 52240 (CSUB21-0001) Resolution No. 21-91 Resolution Approving Preliminary Plat Of Yellow Rock subdivision, a 40.62 - acre, 7 -lot residential subdivision with six outlots located in unincorporated Johnson County, south of Rapid Creek Road NE, approximately 3,000 feet east of Highway 1 NE. Whereas, the owners, Yellow Rock LLC, filed with the City Clerk the preliminary plat of Yellow Rock subdivision, a 40.62 -acre, 7 -lot residential subdivision with six outlots located in unincorporated Johnson County, south of Rapid Creek Road NE, approximately 3,000 feet east of Highway 1 NE; and Whereas, City staff examined the preliminary plat and recommended approval; and Whereas, the Planning and Zoning Commission examined the preliminary plat and, after due deliberation, recommended acceptance and approval of the plat; and Whereas, the preliminary plat conforms with all of the requirements of the City Ordinances of the City of Iowa City, Iowa, and with the requirements outlined in the Fringe Area "A" Outside of the City's Growth Area as stated in the City's Iowa City/Johnson County Fringe Area Agreement. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1 _ The preliminary plat of Yellow Rock subdivision, located in unincorporated Johnson County, Iowa, is hereby approved. 2. The Mayor and City Clerk of the City of Iowa City, Iowa are hereby authorized and directed to certify this resolution, which shall be affixed to the plat after passage and approval by law. Passed and approved this 6th Attest: V .. Lp City Clerk day of April 2021. Approved by e(,aw City Attorney's Office (Sara Greenwood Hektoen — 03/30/2021) Resolution No. 21-91 Page 2 It was moved by Weiner adopted, and upon roll call there were: Ayes: and seconded by Salih the Resolution be Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner Item Number: 10. 46,, CITY OF IOWA CITY � COUNCIL ACTION REPORT April 6, 2021 Resolution authorizing the Mayor to sign and the City Clerk to attest an Addendum to a Lease Agreement with Graze Iowa City, LLC for commercial space within the Court Street Transportation Center to extend said lease. Prepared By: Eric Goers, Asst. City Attorney Reviewed By: Darian Nagle-Gamm, Transportation Director Geoff Fruin, City Manager Fiscal Impact: Tenant Graze Iowa City, LLC will be paying the City $41,340 per year in annual rent for the first three years of the lease, already approved at the staff level, plus property taxes and utilities previously paid by the City, minus fit -out costs of up to 7 months' rent. If Graze exercises any of the option terms included in this Addendum, the rent will be adjusted for inflation. Recommendations: Staff: Approval Commission: N/A Attachments: Resolution Addendum to Lease Executive Summary: Approves an Addendum to Lease granting four 5 -year renewal options to Graze for the City commercial space of 345 S. Dubuque St., in the Court Street Transportation Center. Background /Analysis: The commercial space at the Court Street Transportation Center, local address 345 S. Dubuque St., has been vacant following the closure of the Fair Grounds coffee shop. Graze Iowa City, LLC previously had a location on the ped mall, but lost their space and sought another. They recently negotiated and executed a three year lease with the City. The lease terms call for Graze to pay the City $15 per square foot per year, for an total of $41,340 per year. That amount constitutes market rent for the space. Graze will also be responsible for property taxes and utilities. Graze will be reimbursed for actual fit -out expenses of no more than seven months' rent. Because the lease was for three years or less, the lease required neither a public hearing nor Council approval, as Council has previously authorized the City Manager to sign leases for three years or less. Because Graze is making a significant investment in the space, they wish to secure renewal option terms to ensure they can recoup their investment. This Addendum to Lease grants them four renewal option periods of five years each, for a possible total of twenty years. Each renewal term adjusts for inflation. Because the exercise of any renewal option would take the lease beyond three years, a public hearing, and Council approval, is required. ATTACHMENTS: Description Resolution Addendum to Lease Prepared by: Eric R. Goers, Asst. City Attorney, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 Resolution number 21-92 Resolution authorizing the Mayor to sign and the City Clerk to attest an Addendum to a Lease Agreement with Graze Iowa City, LLC for commercial space within the Court Street Transportation Center to extend said lease. Whereas, the City owns commercial space within the Court Street Transportation Center suitable for leasing out, bearing the local address of 345 S. Dubuque Street; and Whereas, Graze Iowa City, LLC (hereinafter, "Graze") has recently executed a three-year lease for the space, expiring January 31, 2024, for use of the space as a restaurant; and Whereas, staff has negotiated a lease extension, contained in the Addendum to Lease, with Graze, granting Graze four option terms of five years each, for a possible addition of twenty years, all subject to CPI cost adjustment; and Whereas, the Addendum to the Lease requires Council approval under state law because the options granted by the Addendum have the potential of extending the lease beyond three years. Now, Therefore, be it resolved by the City Council of the City of Iowa city, Iowa, that: 1. The attached Addendum to Lease is approved. 2. The Mayor and the City Clerk are authorized and directed to respectively execute and attest the Addendum of Lease attached hereto. 3. The City Manager is hereby authorized to manage the Lease and Addendum to the Lease, consistent with the best interests of the City. Passed and approved this 6th day of April , 2021. Attest: Approved by City Attorney's Office (Eric Goers - 04/01/2021) - ; Resolution No. 21-92 Page 2 It was moved by Mims and seconded by Taylor the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bergus X Mims X Salih x Taylor X Teague x Thomas x Weiner Addendum to Lease This Addendum to Lease ("Addendum") is entered into on April 6 , 2021 by and between the City of Iowa City ("City" or "Landlord") and Graze Iowa City, LLC ("Graze" or 'Tenant"). Recitals A. City, a municipal corporation, is the owner of fee title to certain premises situated in Iowa City, Iowa, commonly known as the Court Street Transportation Center and has the authority to lease said premises. B. Graze, as Tenant, has previously signed a Lease Agreement ("Lease") with the City, on or about 2/11 /21, and now wishes to secure the option to renew the Lease at the end of the initial term. C. The City is agreeable to grant Graze the renewal options, under the following terms and conditions. Terms and Conditions In consideration of the foregoing recitals and the following terms and conditions, it is agreed between the Parties as follows: Section 3 of the Lease shall be amended by deleting it in its entirety, and replacing it with language as follows: 3. TERM. The initial term of this Lease ("Initial Term") shall commence upon full execution of the lease and shall run until January 31, 2024, unless sooner terminated pursuant to any provision hereof. Renewal Option: (a) If Tenant is not otherwise in Default beyond the applicable cure periods as defined in Section 20 of this Lease, Tenant shall have the right to extend the Term of this Lease, on the same terms, conditions and covenants as are contained herein, except as specifically set forth herein, upon giving Landlord written notice not less than ninety (90) days prior to the expiration date of the initial Term or Renewal Term, as applicable, for four (4) additional periods of five (5) years each (the "Renewal Term" or "Renewal Terms"). The Renewal Terms, if exercised, shall commence immediately upon the expiration of the Initial Term or Renewal Terms, as applicable. (b) If Tenant exercises its right to extend the Lease for Renewal Terms as set forth in Section 3(a) herein, the Rent during said first Renewal Term shall be the Rent for the Initial Term, plus an amount equal to the Rent multiplied by the percentage increase, if any, in the United States Bureau of Labor Statistics Revised Consumer Price Index (1982-84 = 100), All Items and Major Group Figures for All Urban Consumers, U.S. Average, for the month of December, 2024, over the month of January, 2021. If Tenant exercises its subsequent renewal options, the Rent during said Renewal Terms shall be the Rent for the Initial Term, plus an amount equal to the Rent multiplied by the percentage increase, if any, in the United States Bureau of Labor Statistics Revised Consumer Price Index (1982-84 = 100), All Items and Major Group Figures for All Urban Consumers, U.S. Average, for the latest available month prior to the end of the then -current term, over the month of January, 2021. (c) If Tenant fails to timely exercise any Renewal Term, then Landlord shall have the right to display "For Rent" or "For Sale" or similar signage at the Premises (including affixing such signage on the building or windows thereof as Landlord may determine) during the final ninety (90) days of the Term or the Renewal Term. As used herein, the word `Term" may refer to the initial Term of five (5) years and any properly exercised Renewal Term, as the context shall require. All other parts of the Lease remain in full force and effect. In witness thereof, the parties hereto have duly executed this Conditional Addendum to Lease. Graze Iowa City, LLC a. - // --cd Peter Harman, President Date City of Iowa City / etA- ayor Bruce Teague Attest: Approved: City Attorney "` •t WENDELL E MILLER : Notarial Seal - Iowa 40wA Commission No. 7353641 ;11ty Commission Ezpre. '• CITY ACKNOWLEDGMENT STATE OF IOWA JOHNSON COUNTY ) ss: On this 61-1-1-1 day of J ►T r I 1 , 2021, before me, the undersigned, a notary public in and for the State of Iowa, personally appeared Bruce Teague and Kellie Fruehling, to me personally known, who being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of said municipal corporation executing the within and foregoing instrument; that the seal affixed thereto is the seal of said municipal corporation; that said instrument was signed and sealed on behalf of said municipal corporation by authority of its City Council; and that the said Mayor and City Clerk as such officers acknowledged that the execution of said instrument to be the voluntary act and deed of said corporation, by it and by them voluntarily executed. Notary Public in and for the State of Iowa GRAZE IOWA CITY, LLC. ACKNOWLEDGEMENT STATE OF IOWA JOHNSON COUNTY ) ) ss: ) CHRISTINE OLNEY 0 Commission Number 806232 a / �\ M Commission Expires On this1L%/' day of _0,14.t , 2021, before me, the undersigned, a Notary Public in and for the State of Iowa, persona y appeared Peter Harman, to me personally known, who being by me duly sworn, did identify himself as the President of Graze Iowa City, LLC empowered to bind Graze Iowa City, LLC, and acknowledges the execution of the instrument to be his own voluntary act and deed. � r � & 'e14 Notary Public in and for the State of Iowa Item Number: 11. 46,, CITY OF IOWA CITY � COUNCIL ACTION REPORT April 6, 2021 Resolution approving project manual and estimate of cost for the construction of the Gilbert Court Sidewalk Infill Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Prepared By: Marri VanDyke, Civil Engineer Reviewed By: Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: $87,000.00 available in the Gilbert Court Sidewalk Infill Project account #S3957 Recommendations: Staff: Approval Commission: N/A Attachments: Location Map Resolution Executive Summary: This project will construct a 4 -foot wide sidewalk along the east and west sides of Gilbert Court between 1306 Gilbert Court and Highland Avenue. The proposed sidewalk will connect to existing sidewalk at both ends. This project will also include driveway removal and replacement, removal and replacement of composite pavement of a portion of an adjacent parking lot, street patching, new curb ramps at the Gilbert Court and Highland Avenue intersection, site restoration and other related work. Background /Analysis: The City has received several requests for sidewalk along Gilbert Court. This is a heavily -used pedestrian area with many destinations in the area, such as: CommUnity, Free Lunch, Salvation Army, MYEP and other social service agencies located on Gilbert Court. There is also a bus stop located near the intersection of Highland Avenue and Gilbert Court. The only properties along Gilbert Court that do not have sidewalk in front of them are the properties along both sides of Gilbert Court immediately north of Highland Avenue. Project Timeline: Hold Public Hearing — April 6, 2021 Bid Letting — April 28, 2021 Award Date — May 4, 2021 Construction — August/September 2021 ATTACHMENTS: Description Location Map Resolution S GILBERT ST Lr- Gilbert Court Sidewalk Infill Project Site Location Lr) -- r r 1 1 1 1 l' J 1' 1_1 1_1_1 r E -. f GILBERT CT 1 r~- 1 I— T 390 r HIGHLAND AVE rNi- 1 • r r T Prepared by: Mani VanDyke, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5044 Resolution No. 21-93 Resolution approving project manual and estimate of cost for the construction of the Gilbert Court Sidewalk Infill Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above- named project was published as required by law, and the hearing thereon held; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Gilbert Court Sidewalk Infill Project account # S3957. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 3:00 p.m. on the 28th day of April, 2021. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 4th day of May, 2021, or at a special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 E. Washington St., Iowa City, Iowa, and upon arrival telephone the City Clerk at 319/356-5043. 5. City Hall is currently closed to the public because of the COVID-19. If City Hall remains closed to the public, the meeting will be an electronic meeting using the Zoom Meetings Platform. For information on how to participate in the electronic meeting, see www. Icgov.org/councildocs or telephone the City Clerk. Resolution No. 21-93 Page 2 Passed and approved this 6th day of April , 2021. r Attest: City Clerk It was moved by Salih adopted, and upon roll call there were: Ayes: x x x x x x x ed by C. Attorney's Office — 04/01/2021 and seconded by Weiner Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner the Resolution be 1 Mtaar COUNCIL ACTION REPORT Item Number: 14. CITY OF IOWA CITY April 6, 2021 Resolution Adopting the Social Justice and Racial Equity Grant Allocations for Fiscal Year 2021. Prepared By: Reviewed By: Fiscal Impact: Recommendations: Attachments: Stefanie Bowers, Human Rights Coordinator Geoff Fruin, City Manager Sue Dulek, Assistant City Attorney $74,824.00 Staff: No Recommendation Commission: By a vote of 6-0, the Human Rights Commission recommends for the City Council to approve funding for Open Heartland, University of Iowa Labor Center, Sankofa Outreach Connection, Food Pantry at Iowa, Bike Library, and the Johnson County Affordable Housing Coalition. Approved Minutes HRC 2 23 2021 Resolution Exhibit A Executive Summary: The Human Rights Commission recommends full funding for the top five scoring applicants: Open Heartland, University of Iowa Labor Center, Sankofa Outreach Connection, Food Pantry at Iowa, Bike Library, and partial funding for sixth highest ranked organization, Johnson County Affordable Housing Coalition, for the Social Justice and Racial Equity Grant for fiscal year 2021. Background /Analysis: In 2017, the City Council created the Social Justice and Racial Equity (SJ RE) Grant to assist community-based organizations in building capacity to address social justice and racial equity needs. Seventy-five thousand dollars has been allocated yearly for the SJRE Grant since fiscal year 2019. Social justice and racial equity are defined as both a process and a goal. "The goal is full and equal participation of all groups and individuals in a society that is mutually shaped to meet their needs, allow them to reach their full potential, and limit/decrease barriers. This definition includes a vision of society that is equitable, and where all members are physically and psychologically safe and secure." The grant is available to for profit and non profit Iowa City based organizations to fund programs, activities, or services that help eliminate inequities in the community. The grant has six priority service areas: education, building communities, housing, criminal justice, health, and employment. Organizations whose programs, services, or activities address one or more of these priorities are considered first for funding. Applications for the grant were available to apply for from December 1, 2020 to January 8, 2021. The Human Rights Commission met on February 23 to review the twenty-nine funding requests. By a vote of 6-0 the Commission recommends to City Council to fund the below organizations. The total allocation is $74, 824.00. Open Heartland $14,749.00: To serve the Latino immigrant youth community, preschool through high school, through enrollment in free out-of-school time Kid Power programs. The programs will include, youth development activities including nutrition and health education, drug and violence prevention, arts and music programing, physical fitness and wellness curriculum, financial literacy, and meaningful engagement of parent/caregivers in their children's education and development. The programs will be offered to all youth living in mobile home communities including Forestview, Hilltop, Lakeridge, Cole's, Regency, Modern Manor, and Breckenridge. University of Iowa Labor Center $20,000.00: Will provide 1) outreach and orientation workshops to connect members of underrepresented groups with high-quality job training opportunities, 2) two sessions of a new preparatory skills -based apprenticeship readiness course for local residents interested in qualifying for a registered apprenticeship, 3) direct connection of participants who complete the pre -apprentice program with eastern Iowa apprenticeship training coordinators, and 4) access to leadership development and peer support networks to ensure the success of women and people of color who enter registered apprentice programs as underrepresented persons. The goal of the network is a sustainable system for bridging significant gaps between high-quality apprenticeship opportunities and Iowa City residents who are underrepresented in skilled trades. Sankofa Outreach Connection $15,000.00: The Ethnic Studies Leadership Academy's goal is to empower young women of color in the Iowa City area through culturally responsive curriculum and exposure to higher educational opportunities. The Ethnic Studies Leadership Academy will work to strengthen, empower, and equip young women of color to understand the individual, institutional and structural impact of racism and sexism. Programming will include community service projects, after- school programming, college preparation and the summer enrichment institute will expose them to the value of Historically Black Colleges & Universities and Hispanic Serving Institutions. The young women will be exposed to ethnic studies and social justice curriculum which includes a combination of African American studies, Latino/a studies, Native American Studies and Women and Gender studies. The program will expand students current knowledge of people of color on a high school level while also equipping students with tools to create social change across digital platforms. Food Pantry at Iowa $6,075.00: Will purchase culturally relevant and diverse foods to have available for clients of the Food Pantry at the University of Iowa. The Food Pantry at Iowa will expand the pantry's ability to provide food for communities of color. The Food Pantry at Iowa pantry managers will continue to source culturally diverse products from local Iowa City African and Oriental Market, and Chong's Supermarket. Bike Library $4,000.00: Raise It Up Route Series which will honor historically significant locations, locations significant to the Black community today, and Black -owned businesses in Iowa City. The goal is to guide riders to each site with an audio guided tour and to educate riders on the history of systemic oppression in Iowa City, as well as the current inequities that continue to oppress. There will be four routes in the series, each with three to five sites woven into an approximately 10 -mile bike ride. The educational audio component for each site/checkpoint will be narrated by Black community leaders. The series of four bike routes can be ridden self guided or on rides offered 1- 2 times each month guided by volunteers or special guest guides. There will be an accompanying playlist of Black artists, musicians, and poets that can be listened to while en -route via a speaker or after the ride while refueling at one of the Black -owned restaurants highlighted. There is a digital companion story map, which will highlight each site, provide directions and house the educational audio tour. Johnson County Affordable Housing Coalition $15,000.00: Will take inventory of specific housing needs and issues from B I POC/low-income residents and provide advocacy training at the household level. This will be accomplished in two parts: 1) a household assessment: to take inventory of specific housing needs and issues from B I POC/low-income residents and contribute to advocacy at the household level to develop the understanding of housing issues to inform future policies and work, and to provide direct services/information to survey participants. The assessment will implement a door-to-door intake approach. 2) Community advocacy training for community members: to increase B I POC/low-income residents' capacity to engage with housing issues and advocacy so that community members from this group are prepared to take leadership and advocacy roles within community non-profits/government agencies/commissions and facilitate change. ATTACHMENTS: Description Approved Minutes HRC 2 23 2021 Resolution Exhibit A � CITY OF IOWA CITY MEMORANDUM Date: March 24, 2021 To: Mayor and City Council From: Stefanie Bowers, Human Rights Coordinator Re: Recommendation from the Human Rights Commission At their February 23, 2021 meeting the Human Rights Commission made the following recommendation to the City Council: To provide the following organizations with the noted funding amount for the Social Justice and Racial Equity Grants for FY21. Open Heartland $14,749.00 University of Iowa Labor Center $20,000.00 Sankofa Outreach Connection $15,000.00 Food Pantry at Iowa $6,075.00 Bike Library $4,000.00 Johnson County Affordable Housing Coalition $15,000.00 No further action needed Additional action (check one) X Board or Commission is requesting Council direction Agenda item will be prepared by staff for Council action S:RECform.doc Approved Minutes Human Rights Commission February 23, 2021 (Electronic) Formal Regular Meeting Zoom Meeting Platform Members Present: Ashley Lindley, Roger Lusala, Jessica Andino, Mark Pries, Jason Glass, Bijou Maliabo, Adil Adams, Noemi Ford. Staff Present: Stefanie Bowers. Others Present: Sara Barron, Jamillah Witt, Dustin Liston. (Electronic Meeting Pursuant to Iowa Code section 21.8) An electronic meeting was held because a meeting in person was impossible or impractical due to concerns for the health and safety of commission members, staff and the public presented by COVID-19. CALL TO ORDER: The meeting was called to order at 5:34 PM. RECOMMENDATION TO CITY COUNCIL: Yes, to provide the following organizations with the noted funding amount for the Social Justice and Racial Equity Grant FY21. Open Heartland University of Iowa Labor Center Sankofa Outreach Connection Food Pantry at Iowa Bike Library Johnson County Affordable Housing Coalition $14,749.00 $20,000.00 $15,000.00 $6,075.00 $4,000.00 $15,000.00 APPROVAL OF THE JANUARY 26, 2021 MEETING MINUTES: Motion by Lindley, seconded by Maliabo. Motion passed 5-0. (Pries, Adams, Ford not present). PUBLIC COMMENT OF ITEMS NOT ON THE AGENDA: None. CONVERSATION WITH POLICE CHIEF LISTON: The Chief gave a brief overview of his background in work in EI Paso, Texas. He noted that in Texas the Civil Rights Offices are handled at the State level and not at the local. He said the department does a great job but is not perfect. They are getting better at hearing all voices. He thought the HRC's statement on BLM is important and everyone should have a voice. Glass asked his thoughts on the resolution that the City Council passed in June of 2020? The Chief thinks that the preliminary plan is a good step in a long journey forward and it is a never-ending journey. Since he has been in law enforcement, he has seen many changes over the years. Andino asked what he plans in terms of working with the Ad Hoc Truth & Reconciliation Commission (TRC)? He said that the TRC will need to have conversations on. He does not want people to feel intimated or negatively impacted in those conversations if representatives from the department were present. Lusala asked what are some of the priorities and how can the HRC help? The Chief's first priority is communication. He does not have all the ideas, but the community does. We all have the same priorities and goals and that is to have a safe and vibrant community. 1 Lusala mentioned the senseless killing of a young person in recent week and the effects not only on the family of the person killed but also the family of the person accused of killing him. He wants to make sure the police are involved in the community to help those kids who need guidance. To make our city a better city. The Chief agrees it is a senseless and tragic event and that it does affect others and not just the victim but the entire community. He wants to prevent versus respond and get people involved in social services before they make these life changing decisions. Maliabo asked in the African community it helps when police build those relationships so that people know who they are and are not scared. Is this something the Chief plans on personally doing? The Chief Liston agrees that former Chief Matherly did a fantastic job at that and he plans on following that lead. The police need to make sure they are building those relationships. There are going to be times when something happens and without those relationships you will not gain peoples trust in calling the police or even afraid of the police. He lived in a border community for over 20 years and the Police there had to continually fight that thought that they were enforcing immigration. Pries recalled a program entitled Officer Friendly where officers went into the schools and got to meet the students usually at the elementary level. The Chief noted that in Texas it was a closer relationship with the school district but that he will work with the school district here but again he does not want to make people feel uncomfortable and so that is what they need to work on changing the image. Any outreach with the school district would be with the school district's permission and invitation. Glass asked the Chief, now that he has been on the job for a month or two what has been your expectations of the officers? The Chief reported that it is support and morale. The department has taken a blow and after a popular chief had left. Everyone on the department recognizes that changes need to me made and that they are supported by them and he will hold them accountable for their actions. Maliabo asked if the Chief is willing to come to speak to community groups or would you send someone else from the department? The Chief will come speak to groups. CONVERSATION WITH JAMILLAH WITT: Jamillah works as the Johnson County Access to Justice Coordinator. She is present in the court house Monday, Wednesday, and Friday. The position was started to assist African Americans in navigating the judicial system. For example, if a civil protective order needs to be filed against someone. She assists a client in filling out the paperwork. She also does education and trainings for organization on Domestic Violence (DV) 101, and Iowa Law regarding domestic violence within the African American Community. Calls to DV programs have increased across the country over the last year and not everyone knows of the civil option to obtain a protective order. More community resources about what she does helps spread the word of her services. Currently the paperwork is only in English this has created some barriers but she is using Language Line to assist those whose first language is not English. FUNDING REQUEST: CENTER FOR FAMILIES SERVICES GLOBAL NETWORK: Lusala does not understand the request. It went from $40,000 last month to $2000 for this latest request but the proposal has not changed only the amount of funding requested. Glass noted the requested amount, $2000, is pretty much all the funding for the fiscal year. To date, the only other funding request that has been approved was for $500 for the Johnson County United Nations Association's Night of 1000 Dinners. Lusala finds the request to be very vague and is not comfortable approving it because he is not sure what will take place at the event. Lindley agrees and finds the request a pretty hefty amount of change. Lusala asked staff to reach out the requester to let them know that the social justice and racial equity grant maybe a better purview for their proposal. HOUSING SUBCOMMITTEE: This subcommitee has not met but they plan to meet to have a better discussion on what they really want to look at as it relates to housing. ANTIRACISM SUBCOMMITTEE: They plan on doing a project based on the implicit bias test offered by Havard. The plan is to work with other organizations and to collaborate to reach more allies. They hope to work with the local LULAC and One Iowa. They also plan on doing another White Privilege film screening. HEALTH EQUITY: They are working on doing a local leaders series and working with Johnson County Public Health to campaign on the safety of the COVID vaccine. This includes promoting in different languages. Staff can coordinate with Communications to get it shared on multiple social media venues throughout the City. They are trying to be creative in advertised because there are some in the community who are weary of getting the vaccination or who have received inaccurate information on it. COMMISSION STATEMENT ON BLACK LIVES MATTER: Glass noted they had spoken about this last month at their meeting. He proposes that Commission members look over the statement and some of the things each member has done on their own that align with the statement or that support it. That list can be compiled and sent to staff. Once completed it will show the public that they are holding themselves accountable and provide them with some updates. UNITED NATIONS CONVENTION RIGHTS OF THE CHILD: Staff will reach out to the Johnson County United Nations Association to see if there is a possibility to collaborate on an upcoming program or event on this topic. Andino was approached by a colleague at the College of Public Health about doing a photovoice and so that may be an avenue to assist with this project. Commissioners Lindley, Maliabo, and Andino are a part of the planning committee for this project. SOCIAL JUSTICE & RACIAL EQUITY GRANT UPDATES FY2021: Andino first went over the requirements and timeline for the grant. There were 29 submissions and the Commission went with the first six highest ranking organizations based upon Commissioners individual scores. Because the grant is limited to $75,000 the Johnson County Affordable Housing Coalition will not receive the full amount of their request. Instead of $25,000 they will receive $15,000. The motion was made by Glass and seconded by Lusala. Motion passed 6-0. The Johnson County Affordable Housing Coalition will submit an updated proposal based on the $15,000 to the Commission by their next meeting date for their approval. Open Heartland University of Iowa Labor Center Sankofa Outreach Connection Food Pantry at Iowa Bike Library Johnson County Affordable Housing Coalition $14,749.00 $20,000.00 $15,000.00 $6,075.00 $4,000.00 $15,000.00 CORRESPONDENCE: Staff will invite representatives from the Johnson County League of Women Voters to speak at the Commission's next meeting to further discuss how they and the Commission can work together. REPORTS OF COMMISSIONERS: Andino has recently been appointed to the Iowa City Affordable Housing Committee. She also is the new representative for the Eastside Neighborhood Association. Lusala accepted the Black History Proclamation on behalf of the Commission at the Council's February 2 meeting date. Maliabo was recently appointed President for the Center for Worker Justice and encouraged Commissioners to participate in the Night of 1000 Dinners. STAFF ANNOUNCEMENTS: Staff reported on the vacancy on the Human Rights Commission and that applications are due April 13 by 5PM. MEETING WAS ADJOURNED AT 7:41PM. 4 Organization Amount Past Recipient Year Amount Open Heartland $14,749.00 No University of Iowa Labor Center $20,000.00 Yes FY19 $15,200.00 Sankofa Outreach Connection $15,000.00 Yes FY17 $13,500.00 Food Pantry at Iowa $6,075.00 No Bike Library $4,000.00 Yes FY17 $3,250.00 Johnson County Affordable Housing Coalition $25,000.00 Yes FY17 $2,500.00 University of Iowa Liberal Arts Beyond Bars $6,575.00 No Multicultural Development Center of Iowa $6,000.00 No Antelope Lending Library $15,405.00 Yes FY20 $6,644.00 Domestic Violence Intervention Program $2,430.00 No IC Compassion $25,000.00 No Sudanese Community Center $25,000.00 Yes FY20 $13,520.00 National Alliance on Mental Illness Johnson County $25,000.00 No Refugee and Immigrant Association $8,000.00 Yes FY19 $12,000.00 Sylvan Learning Center $16,000.00 No Successful Living $25,000.00 Yes FY20 $25,000.00 4Cs Community Coordinated Child Care $16,850.00 No Johnson County Interfaith Coalition $24,990.00 No Corridor Community Action Network $24,692.38 No Little Creations Academy $10,089.00 Yes FY20 $7,360.00 PromptPress $3,400.00 No Free Lunch Program $8,000.00 No Iowa City Coralville Boxing Club $25,000.00 No Shelter House $13,388.44 No FY18 $10,600.00 Interdance $7,500.00 No Rotary Club of Iowa City (Noon) $10,000.00 No Willowwind School $25,000.00 No Physicians for Social Responsibility (Iowa) $8,000.00 No Divine Media Group $15,000.00 No FY19 $5,000.00 FY20 $15,500.00 Amount Available $75,000.00 Total Amount Requested from all Organizations $431,143.82 Average 3.86 7.71 7.86 8.00 8.43 8.57 8.71 9.00 9.14 9.86 10.00 10.57 12.00 12.00 12.57 13.00 13.14 13.14 14.00 14.86 15.71 16.00 16.00 16.00 18.57 18.71 19.29 19.29 23.29 99.00 99.00 Rank Adil Ashley Bijou Jason Jessica Maria Roger 1 2 1 14 5 4 1 2 8 3 3 4 25 11 3 15 13 5 12 6 4 4 18 6 1 14 9 8 5 17 8 15 8 3 8 6 11 4 4 20 2 19 7 3 10 20 1 11 16 8 21 2 11 7 8 14 9 3 9 16 11 20 5 10 20 19 2 9 5 14 11 24 10 8 6 17 5 12 1 24 9 16 23 1 13 9 13 7 17 13 25 13 7 6 29 15 14 13 15 18 13 17 10 7 23 16 5 13 13 26 22 12 17 12 17 28 2 12 21 17 28 18 6 19 16 5 19 27 5 21 18 10 17 20 26 10 23 3 21 21 21 29 20 27 13 1 20 22 21 21 10 22 28 10 22 5 21 18 25 15 28 22 14 26 24 21 24 3 25 25 25 12 23 19 26 26 16 27 22 24 18 24 27 13 21 19 28 27 27 27 9 28 25 29 26 18 29 23 29 26 27 29 29 30 #N/A #N/A #N/A #N/A #N/A 0 #N/A 30 #N/A #N/A #N/A #N/A #N/A 0 #N/A Human Rights Commission ATTENDANCE RECORD YEAR 2021 (Meeting Date) NAME TERM EXP. 1/26 2/23 3/23 4/27 5/25 6/22 6/27 8/24 9/28 10/26 11/23 12/28 Adil Adams 2021 X X Jessica Andino 2021 X X Noemi Ford 2021 E X Jason Glass 2022 X X Ashley Lindley 2021 X X Roger Lusala 2023 X X Bijou Maliabo 2023 X X Mark Pries 2022 X X KEY: X = Present O = Absent O/E = Absent/Excused NM = No meeting --- = Nota Member Late Handouts Native American Land Acknowledgement Iowa City Ad Hoc Truth and Reconciliation Commission PURPOSE The Iowa City community owes its existence to the many peoples who have given of themselves to make this moment possible. Some were brought here against their will, some were drawn to leave their distant homes in hope of a better life, and some have lived on this land for more generations than can be counted. Acknowledgement of this truth is critical to our work toward reconciliation across all barriers of difference and injustice, and we begin this effort with our Native American Land Acknowledgement. With this as a starting point, the Iowa City Ad Hoc Truth and Reconciliation Commission (ICTRC) will continue to consider the legacies of violence, displacement, migration, and settlement that, while bringing us together today, marginalize and exclude the many who were the original stewards of these lands. We encourage the community and City of Iowa City to join in uncovering this truth through the use of a Native American Land Acknowledgement at all public events. ICTRC LAND ACKNOWLEDGEMENT "We meet today in commitment and dedication to the community of Iowa City, which now occupies the homelands of several Native American Peoples. We acknowledge the following Nations as all having ancestral connections to the land in the state of Iowa: the Chippewa, Iowa, Kickapoo, Menominee, Miami, Missouri, Omaha, Osage, Otoe, Ottawa, Ponca, Potawatomi, Sac and Fox, Sioux, Winnebago, and the Three Affiliated Tribes. We also acknowledge the history of treaties and forced removal which have, by dispossessing Native Nations of their traditional territories, allowed our community to flourish. This commission will continue to acknowledge these facts as we work toward community reconciliation and restorative justice." LEARN MORE Native Governance Center Guide to Indigenous Land Acknowledgement US Department of Arts and Culture: Honor Native Land Virtual Resources and Guide Special thanks to the University of Iowa Native American Council for their work and guidance. Proposed Statement Regarding Atlanta Shootings The Iowa City Human Rights Commission stands in solidarity with our Asian American, Asian, Pacific Islander, and Pan Asian community members. The shootings in Atlanta were acts of race and gender-based violence that support an ongoing trend of increased discrimination and violence toward the APPI community throughout the COVID-19 pandemic. The commission condemns these acts of violence and the hateful rhetoric that fuels them. As human rights advocates, we choose to center the victims and those impacted by these acts of violence in our conversations while we continue our work to dismantle systems of oppression. Soon Chung Park, Hyun Jung Grant, Suncha Kim, Yong Ae Yue, Delaina Ashley Yaun, Paul Andre Michels, Xiaojie Tan, and Daoyou Feng were beloved family members, friends, and community members. Their voices -- and their lives -- mattered. We stand as allies to those in our own community who are struggling with feelings of fear and grief during this time. We would like to remind community members who have experienced discrimination that the Department of Equity and Human Rights accepts both formal complaints of discrimination in the areas of employment, credit, education, or public accommodation, as well as accepting reports of concerns of discimination in these and other areas. Lastly, we encourage allies in our community to leverage their privilege to speak out against injustice, amplify minority voices, and support the vast amount of human rights work being done in Iowa City. Together, we can create lasting and meaningful change. In solidarity, City of Iowa City Human Rights Commission Prepared by: Stefanie Bowers, Human Rights Coordinator, Office of Equity & Human Rights, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5022. Resolution No. 21-94 Resolution Adopting the Social Justice and Racial Equity Grant Allocations for Fiscal Year 2021. Whereas, the City Council approved funding in the fiscal year 2021 budget for Social Justice and Racial Equity ("SJRE") Grants for community-based organizations to build capacity to address social justice and racial equity; and Whereas, the City has disseminated the SJRE Grant applications to Iowa City organizations, and Whereas, the City has received 29 applications for the SJRE Grant for fiscal year 2021, and Whereas, the Human Rights Commission held a meeting to discuss and review applications regarding the allocation of funds for the SJRE Grant for fiscal year 2021; and Whereas, the Human Rights Commission has recommended that Exhibit A be approved; and Whereas, the City Council finds that the SJRE Grant allocations have a public purpose and the public interest will be served by the adoption of the fiscal year 2021 SJRE Grant allocations. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The allocation of fiscal year 2021 SJRE Grant funds attached hereto as Exhibit A is hereby approved and adopted. 2. The City Manager or designee is hereby authorized to execute, terminate, or amend SJRE Grant agreements executed in connection with the allocation of public funds, Passed and approved this 6th day of April , 2021 Attest: r It was moved by Bergus and upon roll call there were: Ayes: or Appr ed by 4t -AW .(A City Attorney's Office — 04/01/2021 and seconded by Weiner the Resolution be adopted, Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner Exhibit A Open Heartland University of Iowa Labor Center Sankofa Outreach Connection Food Pantry at Iowa Bike Library Johnson County Affordable Housing Coalition $14,749.00 $20,000.00 $15,000.00 $6,075.00 54,000.00 $15,000.00