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2023-02-07 Resolution
Item Number: 6.b. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution adopting a maximum indirect cost rate in Police and academic researcher partnerships. Prepared By: Rachel Kilburg, Asst. City Manager Reviewed By: Geoff Fruin, City Manager Eric Goers, City Attorney Fiscal Impact: N/A Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Resolution Executive Summary: The City and Police Department are committed to improving public safety through evidence based practices. One way to further this objective is through partnerships with academic researchers. Such partnerships typically include a funding agreement outlining direct and indirect costs to be paid to the research partner. Indirect costs refer to costs such as facility and administrative overhead, rather than costs incurred for use in the research objectives. It is important the majority of funds paid to the research partner go to the intended research purpose rather than elevated indirect or overhead costs. The City recommends limiting academic researcher based indirect costs of police and researcher partnerships to a maximum of 10 percent of the total funding award. Background / Analysis: To further the use of evidence based practices and increase public safety, the City is interested in pursuing a partnership with the University of Iowa Public Policy Center (PPC) to carry out an assessment of traffic enforcement in Iowa City, with a specific focus on traffic stop disparities. Per University policy, the PPC research proposal includes a 27% Facilities and Administration (F&A) cost rate which includes the indirect costs of operating and maintaining buildings and grounds, equipment, libraries, and administration. The bulk of this is retained by the University rather than the PPC. To move forward with this proposal while ensuring that the majority of public funds paid by the City to the research partner go towards the intended research objectives rather than elevated indirect costs, the City recommends establishing a maximum indirect cost rate for Police Department and academic researcher partnerships. Approval of this resolution would limit the indirect cost rates to no more than 10% of the total funding award for such research partnerships. 6 Prepared by: Rachel Kilburg, City Manager's Office, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5014 Resolution No. 23-27 Resolution adopting a maximum indirect cost rate in Police and academic researcher partnerships. Whereas, the City of Iowa City ("City") is committed to pursuing evidence -based practices and increasing public safety through academic researcher and police practitioner partnerships; and Whereas, such research partnerships may involve a funding agreement outlining direct and indirect costs to be paid to the research partner; and Whereas, "indirect costs" refer to those costs which are not incurred by a partner researcher to use in public safety objectives, such as facility and administrative overhead costs; and Whereas, it is in the best interest of the City and the public to limit the amount of indirect costs in police and researcher partnerships to ensure the maximum fiscal impact is realized to support the overall intent of public safety research solicitations rather than elevated indirect costs. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. It is the policy of the City of Iowa City to limit academic researcher based indirect costs of police and researcher partnerships to a maximum of 10 percent of the total funding award. Passed and approved this 7th day of February , 2023. Mafor Approved by Attest:' City Clerk City Attorn y's Office - 01/25/2023 It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Alter X Bergus X Dunn X Harmsen X Taylor X Teague X Thomas Leii1►Rlii1:1 xffla CITY OF IOWA CITY ca 7q COUNCIL ACTION REPORT February 7, 2023 Resolution accepting the work for the Melrose Court Sewer Improvements Project. Prepared By: Joe Welter, Senior Engineer Reviewed By: Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: None Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Engineer's Report Resolution Executive Summary: Construction of the Melrose Court Sewer Improvements Project has been completed by Midwest Concrete, Inc. of Peosta, Iowa, in substantial accordance with the Project Manual developed by Anderson -Bogert Engineers & Surveyors, Inc. of Cedar Rapids, Iowa. The Engineer's Report and the Performance, Payment, and Maintenance Bond are on file in the City Clerk's Office. • Project Estimated Cost: $525,000.00 • Project Bid Received: $567,896.35 • Project Actual Cost: $711,770.21 There were eight (8) change orders on the project, which included sanitary sewer and service modifications, storm sewer changes and other related work. The majority of the change order costs were included in Change Order #5, in the amount of $113,434.64, which included additional work to extend the sanitary sewer main, add a sanitary sewer manhole at the end of the extension, realign the sanitary service for the house located at 521 Melrose Avenue and additional related pavement replacement. The service for 521 Melrose Avenue was not identified during the project design because the existing service did not tie directly into the sanitary sewer within Melrose Court, instead running under the building at 216/218 Melrose Court. The existing service was abandoned with the old sanitary sewer main that ran under the 220/222 Melrose Court property. Background / Analysis: The project extended from Brookland Park Drive to the intersection of Melrose Court and Melrose Avenue, and included sanitary sewer pipes, manholes, service reconnections and abandonment, as well as storm sewer pipes, intakes, manholes and abandonment. In addition, the project included replacement of street pavement, driveways, and sidewalk. The right-of-way along Melrose Court is 25 -feet wide, and the corridor was restored with a 20 -foot wide roadway and a five-foot wide sidewalk along the back of curb on the west side of the roadway. Disturbances outside the right-of-way were restored with pavement (e.g. driveways) or seeding (e.g. lawns). ENGINEER'S REPORT January 31, 2023 City Clerk Iowa City, Iowa Re: Melrose Court Sewer Improvements Project Dear City Clerk: 1 r i �.rii iiA ,fie CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org I hereby certify that the Melrose Court Sewer Improvements Project has been completed by Midwest Concrete, Inc. of Peosta, Iowa, in substantial accordance with the Project Manual developed by Anderson -Bogert Engineers & Surveyors, Inc. of Cedar Rapids, Iowa. The project was bid as a unit price contract and the final contract price is $711,770.21. There were eight (8) change orders on this project, as follows: 1. Sanitary Sewer Modifications 2, Storm Sewer Conflicts and Sanitary Sewer Service for 303 Melrose Court 3. Material Change on Storm Sewer Pipe P-1 4. Add Rock Materials for Below Grade Excavation 5. Add Sewer, Manhole, and Service for 521 Melrose Avenue 6. Quantity and Completion Date Adjustments for Spring 2022 Work 7. Below Grade Excavation - Stations 10+55 to 11+91 8. Final Quantities and Deduct on Castings for SW -541 Intakes Total $4,835.00 $1,983.00 $595.00 $12,000.00 $113,434.64 $5,426.50 $6,160.00 -$552.28 $143,881.86 recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel City Engineer Prepared by: Joe Welter, Engineering Division, Public Works, 410 East Washington Street, Iowa City, Iowa 52240 (319) 356-5144 Resolution No. 23-28 Resolution accepting the work for the Melrose Court Sewer Improvements Project. Whereas, the Engineering Division has recommended that the work for construction of the Melrose Court Sewer Improvements Project, as included in a contract between the City of Iowa City and Midwest Concrete, Inc. of Peosta, Iowa, dated April 27, 2021, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Melrose Court Sanitary Sewer Replacement, Account Number V3146; and Whereas, the final contract price is $711,770.21. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 7th day of February 2023 Approved by Attest: City Clerk City Attorn 's Office (Sara Hektoen — 02/01/2023) It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas Ma Approved by Attest: City Clerk City Attorn 's Office (Sara Hektoen — 02/01/2023) It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas Item Number: 6.d. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution accepting the work for the Idyllwild Stormwater Drainage Diversion Project. Prepared By: Ben Clark, Sr. Engineer Reviewed By: Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: None Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Engineer's Report Resolution Executive Summary: The Idyllwild Stormwater Drainage Diversion Project was completed by Maxwell Construction, Inc. of Iowa City, Iowa in substantial accordance with the plans and specifications prepared by HR Green, of Cedar Rapids, Iowa. The Engineer's Report and Performance and Payment bonds are on file with the City Clerk. • Project Estimated Cost: $559,000.00 • Project Bid Received: $480,342.00 • Project Actual Cost: $554,319.35 There were six (6) change orders on this project, which included unit price adjustments and fuel increase charges due to project delays and other factors, pavement thickness changes, cellular concrete in lieu of flowable mortar, hydro -mulch in lieu of rolled erosion control, revision of a water main connection and final quantity adjustments. Background / Analysis: This project included the construction of new storm sewer under Foster Road and a stormwater bypass along the west side of No Name Road in order to reroute a large percentage of offsite drainage from the northwest corner of the Idyllwild development to the Iowa River. ENGINEER'S REPORT January 31, 2023 City Clerk Iowa City, Iowa Re: Idyllwild Stormwater Drainage Diversion Project Dear City Clerk: ► r CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org I hereby certify that the Idyllwild Stormwater Drainage Diversion Project has been completed by Maxwell Construction, Inc. of Iowa City, Iowa in substantial accordance with the plans and specifications prepared by HR Green, Inc., of Cedar Rapids, Iowa. The project was bid as a unit price contract and the final contract price is $554,319.35. There was a total of six (6) change or extra work orders for the project as follows: 1. Unit Price Adjustments and Fuel Increase Charges .................................. $16,040.57 2. Add 8" PCC Pavement............................................................................... $5,219.00 3. Provide Cellular Concrete in lieu of Flowable Mortar .................................. $8,939.70 4. Provide Hydraulic Mulch in lieu of Rolled Erosion Control Product ................ $792.00 5. Provide Permanent Water Main Connection ............................................. $10,487.45 6. Final Quantity Adjustments....................................................................... $32,498.63 TOTAL......................................................................................................... $73,977.35 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, �� /Jc Jason Havel, PE City Engineer Prepared by: Ben Clark, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5436 Resolution No. 2-1_2o Resolution accepting the work for the Idyllwild Stormwater Drainage Diversion Project. Whereas, the Engineering Division has recommended that the work for construction of the Idyllwild Stormwater Drainage Diversion Project, as included in a contract between the City of Iowa City and Maxwell Construction, Inc. of Iowa City, Iowa, dated March 22, 2021, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Idyllwild Drainage account # P3976; and Whereas, the final contract price is $554,319.35. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 7th day of Februa r r� Attest: City berk It was moved by Taylor and seconded by adopted, and upon roll call there were: Ayes: —X X X X Nays: 2023 Approved by G City Attor y's Office (Sara Hektoen — 02/01/2023) Bergus the Resolution be Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas I IrTNI ► Rl i,lSM'Fi [-T-3 CITY OF IOWA CITY ca 7q COUNCIL ACTION REPORT February 7, 2023 Resolution accepting the work for the 2022 Traffic Calming Project. Prepared By: Reviewed By: Fiscal Impact: Staff Recommendation: Commission Recommendations: Attachments: Engineer's Report Resolution Ethan Yoder, Civil Engineer Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager None Approval N/A Executive Summary: The project has been completed by Hansen Asphalt Inc. of Iowa City, Iowa, in substantial accordance with the plans and specifications. The Engineer's Report and Performance and Payment bonds are on file with the City Engineer. • Project Estimated Cost: $65,000.00 • Project Bid Received: $60,860.00 • Project Actual Cost: $65,060.00 Background / Analysis: The project included the Installation of speed humps and modified speed humps on Friendship Street, Duck Creek Drive, Dover Street, and Kenneth Drive. ENGINEER'S REPORT January 25, 2023 Re: 2022 Traffic Calming Project 1 � 1 CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org Dear City Clerk: hereby certify that the 2022 Traffic Calming Project has been completed by Hansen Asphalt, Inc. of Iowa City, Iowa, in substantial accordance with the plans and specifications prepared by the City of Iowa City Engineering Department. The project was bid as a unit price contract and the final contract price is $65,060.00. There were no change or extra work orders for the project. I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, '(�Z_ x il_j��) Jason Havel, PE City Engineer Prepared by: Ethan Yoder, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 Resolution No. 23-30 Resolution accepting the work for the 2022 Traffic Calming Project Whereas, the Engineering Division has recommended that the work for construction of the 2022 Traffic Calming Project, as included in a contract between the City of Iowa City and Hansen Asphalt, Inc. of Iowa City, Iowa, dated October 18, 2022, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Engineer's office; and Whereas, funds for this project are available in the Traffic Calming account #S3816; and Whereas, the final contract price is $65,060.00. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 7th day of February , 2023 Ma o Approved by Attest:t-i C ti y Clerk City Attorn 's Office (Liz Craig - 01/31/2023) It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas Leii1►Rli71OMX.^NiA CITY OF IOWA CITY -'°�';%. ca 7q4 COUNCIL ACTION REPORT February 7, 2023 Resolution accepting the work for the Access Control Upgrade Project. Prepared By: Reviewed By: Fiscal Impact: Staff Recommendation: Commission Recommendations: Attachments: Engineer's Report Resolution Ethan Yoder, Civil Engineer Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager None Approval N/A Executive Summary: The project has been completed by Tri -City Electric Co of Davenport, Iowa, in substantial accordance with the plans and specifications. The Engineer's Report and Performance and Payment bonds are on file with the City Clerk. • Project Estimated Cost: $155,000.00 • Project Bid Received: $132,695.00 • Project Actual Cost: $133,608.00 Background / Analysis: The project installed new and upgraded existing control access points at the Wastewater Treatment Plant, City Hall, and the Water Plant. I l 1 VIII �� = Q,El CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org ENGINEER'S REPORT January 25, 2023 Re: Access Control Upgrade Project Dear City Clerk: I hereby certify that the Access Control Upgrade Project has been completed by Tri -City Electric Company of Davenport, Iowa, in substantial accordance with the plans and specifications prepared by Snyder and Associates, Inc. The project was bid as a unit price contract and the final contract price is $133,608.00. There was one (1) change or extra work order for the project as described below: Power supply changes: $913.00 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, JasonHavel, PE City Engineer Prepared by: Ethan Yoder, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 Resolution No. 23-31 Resolution accepting the work for the Access Control Upgrade Project Whereas, the Engineering Division has recommended that the work for construction of the Access Control Upgrade Project, as included in a contract between the City of Iowa City and Tri -City Electric Co. of Davenport, Iowa, dated February 3, 2022, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Access Control Upgrade account #G4725; and Whereas, the final contract price is $133,608.00. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 7t -h day of Fahrnari�E 2023 M o Approved by Attest: City CJIerk )" / I City Attor ey's Office (Liz Craig - 01/31/2023) It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: x Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas Item Number: 6.g. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution authorizing the acquisition of property interests necessary for construction of the Court Street Reconstruction Project. Prepared By: Ethan Yoder, Civil Engineer Reviewed By: Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: Funding will be via the Court Street Reconstruction Project, Account #S3946 Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Resolution Court St - Location Map.pdf Executive Summary: Preliminary design for the Court Street Reconstruction Project has been completed and property and easement needs within the project corridor have been identified. These property acquisitions and easements are needed for the construction of the upcoming Court Street Reconstruction Project. Background / Analysis: The Project will reconstruct Court Street from Muscatine Avenue to 1st Avenue, including new pavement and sidewalks, Americans with Disabilities Act (ADA) compliant curb ramps, and water main, storm sewer and sanitary sewer improvements. MW Prepared by: Ethan Yoder, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, 319-356-5145 Resolution No. 23-32 Resolution authorizing the acquisition of property interests necessary for construction of the Court Street Reconstruction Project. Whereas, the City of Iowa City desires to construct the Court Street Reconstruction Project ("Project") which includes roadway reconstruction from Muscatine Avenue to First Avenue, Americans with Disabilities Act (ADA) compliant curb ramps at this intersections with roadways and facility entrances, installation of water main, storm sewer, and sanitary sewer; and Whereas, the City Council has determined that construction of the Project is a valid public purpose under State and Federal law, and has further determined that acquisition of certain property rights is necessary to construct, operate and maintain the proposed project; and Whereas, the City staff has determined the location of the proposed Project; and Whereas, City staff should be authorized to acquire necessary property rights at the best overall price to the City; and Whereas, funds for this project are available in the Court Street Reconstruction account #S3946. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The City Council finds that it is in the public interest to acquire property rights by warranty deed, quit -claim deed, and/or easement for the construction of the Court Street Reconstruction Project ("Project") which Project constitutes a public improvement under Iowa law. The City Council further finds that acquisition of said property rights is necessary to carry out the functions of the Project, and that such Project constitutes a valid public purpose under state and federal law. 2. The City Council hereby approves the preliminary or final route or site location of this public improvement project, as shown in the attached Exhibit "A", attached hereto and incorporated herein by this reference. 3. The City Manager or designee is hereby authorized and directed to negotiate the purchase of property rights by warranty deed, quit -claim deed and/or easement for the construction, operation and maintenance of the Project. The City Manager or designee is authorized to sign purchase agreements for the purchase of property and/or easements, and offers to purchase property and/or easements. 4. The City Manager or designee, in consultation with the City Attorney's Office, is authorized and directed to establish, on behalf of City, an amount the City believes to be just compensation for the property to be acquired, and to make an offer to purchase the property for the established fair market value. 5. In the event negotiation is successful, the Mayor and City Clerk are hereby authorized to execute and attest easement agreements and agreements in lieu of condemnation. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. 6. In the event the necessary property rights for the Project cannot be acquired by negotiation, the City Attorney is hereby authorized and directed to initiate condemnation proceedings for acquisition of any and all property rights necessary to fulfill the functions of the Project, as provided by law. Resolution No. 23-32 Page 2 Passed and approved this Zt_h day of February , 2023 May r Approved by I Attest: > ,i � -" City Clerk ( City Attorn 's Office (Sara Hektoen — 02/02/2023) It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: x Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas AIL r `'c fa�• 4[r i � ■ ► ■ MP ra: Al FWA IL " _ r fir•. 4.a `ii. - -_ - aY 1 - , � •, •ice;. f � � _ r. �. ,1�.. :_ � : " . �^'�I 'A3�`• F 3i IT _ Item Number: 6.h. CITY OF IOWA CITY �--'°�'��� COUNCIL ACTION REPORT February 7, 2023 Resolution authorizing the Mayor to sign and the City Clerk to attest an agreement between the City of Iowa City and USCOC of Greater Iowa, LLC to use a portion of public right-of-way way for the installation, operation and maintenance of a fiber optic communication system and electrical transmission lines to facilitate operation of small cell wireless facilities. Prepared By: Kim Sandberg, Program Assistant Reviewed By: Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: None Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Resolution License Agreement Executive Summary: This License Agreement, between the City of Iowa City and USCOC of Greater Iowa, LLC, will allow USCOC of Greater Iowa, LLC to install, operate and maintain a fiber optic communication system and electrical transmission lines within public right-of-way. Background / Analysis: USCOC of Greater Iowa, LLC desires to install small cell wireless facilities within public right- of-way. In order to operate theses small cell wireless facilities, USCOC of Greater Iowa, LLC must connect to electricity and fiber optic services to the facilities and has therefore requested to install underground fiber optic communication and electrical transmission lines within Iowa City public right-of-way. To enable USCOC of Greater Iowa, LLC to install said fiber optic communication and electrical communication lines, staff has drafted a License Agreement between the City of Iowa City and USCOC of Greater Iowa, LLC, which will allow USCOC of Greater Iowa, LLC to install, operate, and maintain underground fiber optic communication and electrical transmission lines within City of Iowa City public right -of way. The agreement provides for the installation within Newton Road and Melrose Avenue public rights-of-way and provides for the expansion at additional locations by submitting a written request for review and approval by the Public Works Director. Fie Doc ID: 032035290012 Type: GEN Kind: RESOLUTION Recorded: 02/10/2023 at 01:38:38 PM Fee Amt: $62.00 Pape 1 of 12 Johnson county Iowa Kim Painter County Recorder BK6457 PG680-691 STATE OF IOWA ) ) SS JOHNSON COUNTY ) 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. 23-33 which was passed by the City Council of Iowa City, Iowa, at a regular meeting held on the 7th day of February 2023, all as the same appears of record in my office. Dated at Iowa City, Iowa, this � day of February 2023. fY. Kellie C. Fruehling City Clerk \res 410 EAST WASHINGTON STREET a IOWA CITY, IOWA 52240-1826 • (319) 356-5000 • FAX (319) 356-5009 Prepared by: Kimberly Sandberg, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5139 Resolution No. 23-33 Resolution authorizing the Mayor to sign and the City Clerk to attest an agreement between the City of Iowa City and USCOC of Greater Iowa, LLC to use a portion of public right-of-way way for the installation, operation and maintenance of a fiber optic communication system and electrical transmission lines to facilitate operation of small cell wireless facilities. Whereas, USCOC of Greater Iowa, LLC desires to install certain small cell wireless facilities within public right-of-way; and Whereas, in order to operate said small cell wireless facilities, USCOC of Greater Iowa, LLC must connect to electricity and fiber optic services; and Whereas, USCOC of Greater Iowa, LLC now desires to enter in an agreement with the City for the provision of electrical transmission lines and fiber optic services to their facilities; and Whereas, the City of Iowa City, Iowa is responsible for the care, supervision, and control of public right-of-way; and Whereas, the Department of Public Works has reviewed the request to extend electrical and fiber optic services to certain proposed small cell wireless facilities on public right-of-way and finds such use to be a minimal intrusion into the public right-of-way and is in the public interest. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: The attached agreement between the City of Iowa City and USCOC of Greater Iowa, LLC to use certain public right-of-way set out in said agreement for the placement of electrical and fiber optic services is in the public interest, and is hereby approved as to form and substance. 2. The Mayor is authorized to execute and the City Clerk to attest the attached agreement, on behalf of the City of Iowa City, Iowa, and the City Clerk is hereby directed to record the resolution and agreement in the Johnson County Recorder's Office, at Network's expense. Passed and approved this 7th day of February , 2023 M Attest: City Clerk Approved b/y G City Atto ey's Office - J (Liz Craig - 02/02/2023) Resolution No. 23-33 Page 2 It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas AN AGREEMENT BETWEEN THE CITY OF IOWA CITY, IOWA AND USCOC OF GREATER IOWA, LLC, FOR USE OF PUBLIC RIGHT-OF-WAY FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF A FIBER OPTIC COMMUNICATION SYSTEM AND ELECTRICAL TRANSMISSION LINES TO FACILITATE OPERATION OF SMALL CELL WIRELESS FACILITIES. Whereas, USCOC of Greater Iowa, LLC desires to install certain small cell wireless facilities within public right-of-way; and Whereas, in order to operate said small cell wireless facilities, USCOC of Greater Iowa, LLC must connect to electricity and fiber optic services; and Whereas, USCOC of Greater Iowa, LLC now desires to enter into an agreement with the City for the provision of electrical transmission lines and fiber optic services to their facilities; and Whereas, the City of Iowa City, Iowa is responsible for the care, supervision, and control of public right-of-way; and Whereas, the Department of Public Works has reviewed the request to extend electrical and fiber optic services to certain proposed small cell wireless facilities on public right-of-way and finds such use to be a minimal intrusion into the public right-of-way and is in the public interest. NOW, THEREFORE, THE PARTIES HERETO AGREE AS FOLLOWS: SECTION I. DEFINITIONS a. "City" shall mean the City of Iowa City, Iowa and, where appropriate, shall include its officers, employees and agents. b. "Communications System" shall mean those cables, underground conduits, handholes, vaults, and electrical and fiber optic lines necessary for the provision of electricity and information through fiber optic cables to a Small Cell Wireless Facility owned, operated, leased, or subleased by Network. c. "Public Improvements" shall mean any publicly -owned improvements on Public Right -of -Way, including but not limited to paving, sidewalks, grass, vegetation, trees, street lights, traffic signals, water mains, sewers, electrical transmission lines and equipment related thereto, communication lines and equipment related thereto. d. "Public Right -of -Way" shall mean the area on, below, or above a public roadway, highway, street, bridge, cartway, bicycle lane, or public sidewalk in which the City has an interest, including other dedicated rights-of-way for travel purposes and utility easements. e. "Network" shall mean USCOC of Greater Iowa LLC, a company registered to do business in the state of Iowa. f. "Small Wireless Facility" shall mean a wireless facility that meets the following requirements: 1) Each antenna is no more than six (6) cubic feet in volume; 2) (a) All other equipment associated with the small wireless facility is cumulatively no more than twenty-eight cubic feet in volume; (b) For purposes of this subparagraph, volume shall be measured by the external displacement of the primary equipment enclosure, not the internal volume of such enclosure. An associated electric meter, concealment, telecommunications demarcation box, ground-based enclosures, battery backup power systems, grounding equipment, power transfer switch, cutoff switch, cable, conduit, and any equipment that is concealed from public view within or behind an existing structure or concealment may be located outside of the primary equipment enclosure and shall not be included in the calculation of the equipment volume. 3) "Small wireless facility" includes a micro wireless facility as defined in Iowa Code Section 8C.2(10), and, for purposes of this Agreement only, also includes any structure that supports or houses equipment necessary to operate a small wireless facility. SECTION 2. BASIC GRANT In accordance with this Agreement, Network is hereby granted a license to construct, maintain, inspect, protect, repair, replace and retain the Communications System in, under, upon, along and across the public right-of-way shown and identified in Exhibit A hereto, which may be amended from time to time upon approval of the Public Works Director, subject to the regulatory powers of the City, including the excavation permitting process and any permit conditions. SECTION 3. PLAN APPROVAL A. In the event Network desires to install or repair any component of the Communications System in public right-of-way locations designated on Exhibit A, Network shall, prior to commencing any such work, except for emergency repairs, obtain an excavation permit in accordance with Sections 4 and 6 below. B. In the event Network desires to install, extend, expand or repair any component of its Communications System to public right-of-way locations not shown on the attached Exhibit A, Network shall submit a written request to the City detailing the requested modification to Exhibit A, showing the additional sites, if appropriate, and detailed plans and specifications for the work necessary to perform the proposed installation, extension, expansion or repair to the Communications System. The Public Works Director is hereby authorized to approve requests to install, extend, expand or repair Network's Communications System within public right-of-way in locations other than those shown on Exhibit A, in accordance with this Agreement, the Iowa City Code of Ordinances, and the laws of the state of Iowa. C. Prior to installation of any Small Wireless Facility, the Network shall obtain approval of a "Small Wireless Facility Within Right -of -Way Application" pursuant to Iowa City Code Article 16-1G, as may be amended from time to time. D. If the proposed location of any Communication System component shall interfere with the reasonable and proper use, construction, reconstruction and maintenance of any public improvement, any existing City -owned public utility system component, or other structure upon or under public property, the Director of Public Works shall note the changes necessary to eliminate interference and refer the same back to the Network for modification to the plans. SECTION 4. PROTECTION AND RESTORATION OF PROPERTY To protect the public and assure the safe and efficient movement of traffic, Network shall provide traffic control and properly barricade any work site to comply, at a minimum, with requirements set forth in the Manua/ on Uniform Traffic Control Devices. All pavement removed or damaged shall be properly and speedily replaced in accordance with the City's regulations, Statewide Urban Design and Specifications (SUDAS) and Iowa City Supplemental Specifications adopted by the City and warranted for a period of five (5) years. As a condition to the use of Public Right -of -Way, Network shall, at its own expense, repair or cause repair to any public or private property damaged by Network. If Network fails to do so, the City may make such restoration at the expense of Network after providing Network with a written notice to its designated representative thirty (30) days prior to the City's commencement of such restoration. Network shall pay such restoration costs within sixty (60) days of receipt of invoice. Network shall restore and replace any disturbed surface vegetation with sod in conformance with City ordinances and standard local practices for placing sod. SECTION 5. EXCAVATIONS Nothing in this agreement waives Network's obligation to apply for and obtain an excavation permit prior to commencement of any work within the Public Right -of -Way, including the payment of any excavation permit application fees and deposits. SECTION 6. NETWORK CONTRACTORS This agreement shall be binding upon and apply to all persons, firms or corporations performing work authorized under this Agreement for the Network pursuant to a contract, subcontract, time and materials arrangement or any other type of work order. SECTION 7. CONDITIONS OF STREET OCCUPANCY; ONE -CALL SYSTEM The Communications System installed by the Network within the City right-of-way pursuant to this agreement shall conform to established grades of streets, alleys and sidewalks, and be so located as to cause minimum interference with the rights or reasonable convenience of adjacent property owners, pedestrian and vehicular traffic, and shall abide by scheduling directions, if any, given by the Director of Public Works. The Network shall not place its facilities in the public right-of-way where the same will interfere with the normal use or maintenance of any public improvement, including but not limited to streets, alleys, sidewalks, traffic control devices, sanitary sewers, storm sewers, storm drains or water mains, electrical transmission lines or any public utility facility. Network shall maintain a five (5) foot minimum horizontal clearance from any public utility, including water mains, storm sewers, sanitary sewers, and storm drains unless otherwise approved by the City. The Network shall not place identification signs within the public right-of-way, except of those required by the Federal Communications Commission. Any excavation or obstruction made or placed in public property at any time or for any purpose, whether the work is done pursuant to an excavation permit or in an emergency, by Network shall, to protect the public and assure the safe and efficient movement of traffic, be properly barricaded to comply, at a minimum, with requirements set forth in the Manual on Uniform Traffic Control Devices, as amended. All pavement removed or damaged shall be properly and speedily replaced in accordance with the City's regulations, City's Municipal Design Standards and Standard Construction Specifications and warranted for a period of five (5) years. As a condition to the use of public right-of-way, Network shall, at its own expense, repair or cause repair to be made to any private or public property damaged by Network. Installation, repair, or replacement work completed by the Network on any facilities requiring excavation shall require Network to restore and replace surface vegetation with conformance with City ordinances, including Code Section 16-1D, and in accordance with standard local practices. Network shall repair or arrange with the City for the proper repair of any public property disturbed by Network within thirty (30) days after the Network's work within the right-of-way is complete. If the Network fails to do so after thirty (30) days' notice in writing to do so given to its designated representative, then the City may make such repairs at the expense of Network. Upon request, the Network agrees to assist in locating underground facilities which are part of its system. Such assistance will be provided in a timely manner, but not more than forty-eight (48) hours after the time of request. As a condition of this agreement, the Network shall enroll as a member of the "Iowa One -Call System" and shall respond to all requests and notifications placed to the toll-free "One -Call" number. Upon request, Network agrees to assist in locating its underground Communication Systems. Such assistance will be provided in a timely manner, but not more than forty-eight (48) hours after the time of request. As a condition of this agreement Network shall enroll as a member of the "Iowa One -Call System" and shall respond to all requests and notifications placed to the toll-free "One -Call" number. SECTION 8. RELOCATION OBLIGATION The Network shall, upon reasonable notice not less than 90 days and at its sole cost and expense, remove, locate and relocate its Communications System in, on, over or under public property in such manner as the City may at any time require for the purpose of facilitating the construction, reconstruction, maintenance, repair or change in grade of any public improvement on, in or about any such public property, for the purposes of facilitating the vacation and/or redevelopment of public property by the City. In the event the Network fails to act within a reasonably allocated time, the City may cause the Network facilities to be relocated, and the costs thereof shall be to the Network and shall be paid as provided in Section 11 hereof. Claims for delay of work from contractors employed by the City that are a result of Network's failure to act within a reasonable time shall be the responsibility of the Network. SECTION 9. DAMAGED, DETERIORATED ABANDONED OR TERMINATED FACILITIES Network shall repair or replace damaged or deteriorated Communication Systems within five (5) days of notification from the City, except in the case of public emergency, then the repair or replacement will occur as reasonably practicable. Network shall notify the City when it intends to terminate or abandon its Communication Systems. Within 30 days of abandonment or termination, Network shall remove any and all above ground terminated or abandoned Communication Systems from the Public Right -of -Way. If such Communication Systems are not removed by the Network, the City may remove the Communication Systems at the cost of the Network. As an alternative to removal, the parties may agree to enter in a bill of sale for the abandoned Communication Systems to become property of the City at no compensation to Network. SECTION 10. POWERS OF CITY OF IOWA CITY Nothing in this agreement shall be construed to abridge the right or power of the City to make or amend further regulations relative to the use of Public Right -of -Way by anyone using the same for the installation and maintenance of utility systems, including, but not limited to, fees for use of public property. Any such further regulations shall apply to Network and to this agreement. The City reserves the right to lay, and permit to be laid, wires, pipes, cables, conduits, ducts, manholes and other appurtenances, and to do, or permit to be done, any underground and overhead installation of improvement that may be deemed necessary or proper by the City in, across, along, over or under any public property occupied by the Network, and to change any curb or sidewalk or the grade of any street. In permitting other third parties to do such work, the City shall not be liable to the Network for any damages arising out of the performance of such work by third parties. Nothing in this agreement shall be construed to relieve other persons or corporations from liability for damage to the Network's communications system. SECTION 11. RECORD KEEPING, ANNUAL REPORT Upon completion of the work, Network shall promptly furnish to the City as -built information related to its Communication Systems located in the Public Right -of -Way in a Geographic Information System (GIS) format compatible with ArcGIS software, including either shapefiles or geodatabase information. The as -built information shall be 3 -meter accuracy or better and consistent with the Iowa State Plane South coordinate system. Provided attributes shall reflect the facility type, location and other information needed to identify the facilities. Network shall keep complete and accurate maps and records of the locations and operations of its facilities including buried abandoned facilities, in connection with this agreement, which shall be provided to the City upon installation of a new Small Wireless Facility. SECTION 12. VIOLATIONS OF AGREEMENT City: In the event that City violates any term of this agreement, City shall be deemed in default and the Network shall give written notice to City of the default. City shall cure such default within thirty (30) calendar days after receipt of such notice; provided, however, where any such default cannot reasonably be cured within such thirty (30) day period and City proceeds promptly to cure the same and prosecute such cure with due diligence, the time for curing such default shall reasonably be extended for such period of time as may be necessary to complete such cure, as determined by the Network. In the event that Network violates any term of this agreement, Network shall be deemed in default and the City shall give written notice to Network of the default. Network shall cure such default within thirty (30) calendar days after receipt of such notice; provided, however, where any such default cannot reasonably be cured within such thirty (30) day period and Network proceeds promptly to cure the same and prosecute such cure with due diligence, the time for curing such default shall reasonably be extended for such period of time as may be necessary to complete such cure, as determined by the City. If the City determines that a violation or breach of this agreement or codes or ordinances lawfully regulating the Network in the operation of its communications system is an immediate danger to public health, safety or welfare and requires immediate action, the City may provide written notice of said determination to Network and immediately remedy the default by doing the act itself or through a contractor and charge the costs of such work to the Network. If Network fails to cure a default within the time allowed, the City shall have the right to do any or all of the following: terminate this agreement; or ii. terminate this agreement regarding a specific Communications System location identified in Exhibit A hereto, which may be amended from time to time upon approval of the Public Works Director as set forth in Section 2 above; or iii. seek specific performance; or iv. remedy the default by doing the act itself, or through a contractor, and charge the costs of such work to Network; or V. seek damages of such default, including reasonable attorney fees; or vi. any combination of the above. This Agreement shall be interpreted and enforced in accordance with the laws of the State of Iowa. Any legal proceeding instituted with respect to this Agreement shall be brought in a court of competent jurisdiction in Johnson County, Iowa or the Southern District of Iowa. The parties hereto hereby submit to personal jurisdiction therein and irrevocably waive any objection as to venue therein, including any argument that such proceeding has been brought in an inconvenient forum. SECTION 13. LIABILITY, INDEMNIFICATION AND INSURANCE The Network covenants to indemnify, defend and save the City and its officers, agents and employees, harmless from any and all damages arising directly from the exercise of the rights granted herein. The Network agrees to require contractors and subcontractors engaged in work for the Network authorized by this Agreement to maintain insurance coverage required pursuant to the adopted specifications for all construction within the right-of-way, as may be amended by City council resolution from time to time, during the term of their work and to provide the City with certificates of said insurance. SECTION 14. SEVERABILITY In the event a court of competent jurisdiction shall adjudge any provision or provisions hereof invalid or illegal, or direct a change by Network in any matter or thing herein contained, such invalidity, illegality or change shall be deemed severable and shall in no way affect the remaining provisions of this agreement or their validity or legality and this agreement in all other respects shall continue in full force and effect as if said provision or provisions had not been so adjudged invalid or illegal, or such change had not been directed. At the City's option, and upon a court's ruling of invalidity or illegality, the City may cause this agreement to be terminated. SECTION 15. ASSIGNMENT Neither party shall assign or otherwise transfer this agreement or any of its rights and interest to any firm, corporation or individual, without providing prior written notice to the other party. Any assignment made without prior written notice shall be considered a default of this agreement. SECTION 16. TERMINATION OF AGREEMENT AND VACATION OF RIGHT-OF-WAY The City may terminate this Agreement at any time upon thirty (30) days' notice provided to Network, if the City determines that the property is needed for a public purpose and should be cleared of any and all obstructions. When not in conflict with other City purpose, need or use, as long as Network exercises the rights granted to it hereunder, the City will not, by ordinance or otherwise, vacate any right-of-way in which Network has installed its Communication Systems without reserving such rights as necessary to allow continued use of such property for the said Communication Systems in accordance with the terms of this agreement, provided that nothing herein shall limit the City's right to require Network to remove or relocate its Communication Systems as provided in Section 9 hereof. SECTION 17. DELIVERY OF NOTICES Except as may be expressly provided herein, any notices hereunder shall be in writing and shall be delivered via certified mail or by commercial courier, provided the courier's regular business is delivery service and provided further that it guarantees delivery to the addressee by the end of the next business day following the courier's receipt from the sender, and addressed as follows, unless indicated otherwise in the future: If to City: Public Works Director City of Iowa City City Hall .._.... 410 E. Washington Street V5tthlMU3M A;-WAA' r 'f Iowa City, IA 52240x� �rL+a,x!Mu_r y�= 1 `•, If to Network: USCOC of Greater Iowa, LLC Attn: Real Estate Lease Administration 8410 West Bryn Mawr Avenue Chicago, IL 60631 Phone: 866-573-4544 In case of an emergency, notices may be given verbally to the above-named persons with timely subsequent written confirmation. Nothing contained herein shall prevent other forms of notice if actually received by addressee. Notice shall be deemed given on date of mailing, or, if delivered otherwise, on the date actual notice is received. SECTION 19. RECORDATION This agreement shall be recorded in the Johnson County Recorder's Office, at Network's expense. Dated this } l� day of - - f 2029.. CITY OF IOWA CITY Bru T ague, Mayor Attest: City Clerk � Approved by: 4City Attorney's Office a ;2? USCOC of Greater Iowa, LLC Print Name, Title: �1��G/� �'• _ cr%�rl ( KIpkjorr A%19741 fl*,- CITY OF IOWA CITY ACKNOWLEDGMENT STATE OF IOWA ) ) SS: JOHNSON COUNTY ) This record was acknowledged before me on this 7th day of February2023- by Bruce Teague and Kellie Fruehling as Mayor and City Clerk, respectively, of the City of Iowa City, Iowa. TAMARA NEUMMN Crurission Number 899058 MY COMMISSION EXPIRES Corr► MARCH 14, 2025 Notary Public in and for the State of Iowa My commission expires: - ) ,q NETWORK ACKNOWLEDGMENT STATE OF ILLINOIS ) ss: COOK COUNTY ) boa. n� This record was acknowledged before me on this r day of f , 222 by Gko (fa- — (Name of individual) as (type of authority, such as officer or trustee) of USCOC of Greater Iowa, LLC. =ELLEENHNotary Public in and for the State of Illinois le of Illinois Jan 22, 2025 My commission expires: —1'� Item Number: 6.i. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution authorizing the procurement of three (3) new Pierce Enforcer Fire Trucks. Prepared By: Reviewed By: Fiscal Impact: Staff Recommendation: Commission Recommendations Attachments: Resolution Dan Striegel, Equipment Superintendent Scott Lyon, Fire Chief Ron Knoche, Public Works Director Geoff Fruin, City Manager $2,786,079 - funds for this purchase are available in CIP Account #Z4406 Approval N/A Executive Summary: At the February 7, 2023 City Council meeting, consideration will be given to a resolution authorizing the purchase, for scheduled replacement and upgrade, of three (3) new Pierce Enforcer Fire Trucks. H -GAC cooperative contract #FS12-19A will be utilized for the procurement of the (3) fire trucks from Reliant Fire Apparatus, Inc. in Slinger, WI. Contract price for the fire trucks, including contract and progress payment discounts, is $928,693.00 per truck as per H -GAC Pricing Worksheet dated January 27, 2023 and vehicle specifications outlined in Reliant Fire Apparatus Proposal #759 dated November 28, 2022. Total procurement expense is $2,786,079.00. Funds for this purchase are available in CIP Project Z4406. Current order to delivery time is estimated at 37-39 months. Background / Analysis: The Fire Department utilizes seven Pierce fire trucks (pumper trucks), two Pierce aerial trucks and one Pierce heavy rescue truck in their apparatus fleet for Fire and Rescue Operations. Three (3) 2009 model year trucks currently in the fleet have reached their life expectancy and are scheduled for replacement. Pierce apparatus has proven quality, reliability and customer service; and commonality between fire apparatus within the City fleet is highly beneficial for both Fire Department and Equipment personnel. Current fire trucks #352, #353 and #354 will be sold when the new trucks are placed in service. i� Prepared by: Dan Striegel, Equipment Superintendent, 1200 S. Riverside Drive, Iowa City, IA 52246 (319) 356-5197 Resolution No. 23-34 Resolution authorizing the procurement of three (3) new Pierce Enforcer Fire Trucks. Whereas, three (3) of the Iowa City Fire Department's fire trucks are budgeted for replacement in the 2023 Capital Improvement Plan; and Whereas, H -GAC cooperative contract FS12-19A will be utilized for the procurement of the fire trucks; and Whereas, the total purchase price of the fire trucks with contract and progress payment discounts is $2,786,079.00; and Whereas, the amount exceeds the City Manager's spending authority of $150,000.00, thus requiring City Council approval; and Whereas, funds for this purchase are available in CIP Project number Z4406; and Whereas, approval of this procurement 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 above is approved. 2. The City Manager is authorized to take the steps necessary to effectuate the purchase and approve any change orders that may develop during the manufacturing process. Passed and approved this 7th day of February , 2023. M o �j Approved by Attest: City Clerk. 1 City Attorn 's Office - 02/01 /2023 It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: X Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas Item Number: 6.j. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution approving a six-month extension of the Preliminary Plat and Sensitive Areas Development Plan of Rollins Pass, Iowa City, Iowa. Attachments: Memo - Rollins Pass Preliminary Plat 2023 Extension Request Packet Resolution - Rollins Pass Preliminary Plat 2023 Extension Request CITY OF IOWA CITY MEMORANDUM Date: January 31, 2023 To: Geoff Fruin, City Manager From: Kirk Lehmann, Associate Planner Re: Rollins Pass — Request for Extension of Preliminary Plat (SUB18-00013) Introduction: MMS Consultants submitted a request on behalf of the property owner, Rollins Pass Development LLC, and applicant, Allen Homes, to extend the approval of the preliminary plat and sensitive areas development plan for Rollins Pass. Background: Section 15-2-2E in the Iowa City Subdivision Code states that approval of a preliminary plat shall be effective for a period of 24 months unless, upon written request of the owner or subdivider, the City Council, by resolution, grants an extension of time. The resolution approving the Rollins Pass preliminary plat and sensitive areas development plan was initially adopted by the City Council on April 2, 2019 (Resolution No. 19-91) and was set to expire on April 1, 2021. Council approved a two-year extension on March 16, 2021 (Resolution No. 21-64) which will expire on April 1, 2023. The applicant is requesting an extension to complete revisions to the final plat prior to Council review. Analysis: The time limitation for these approvals is intended as a safeguard in case site conditions, Comprehensive Plan policies or City ordinances and standards have changed such that the plat is no longer in the public interest. The two-year period is generally a sufficient time for a developer to proceed to final plat approval. MMS Consultants submitted a final plat application on behalf of the owner and applicant on August 11, 2022 (SUB22-0007). Since that time, the applicant has been working with staff to finalize the plat, construction drawings, and legal documentation. The applicant is requesting additional time to complete revisions to the final plat application prior to review by Council. Recommendation: Staff finds that the preliminary plat and sensitive areas development plan remain in substantial compliance with Comprehensive Plan policies and City ordinances. The applicant is in the process of finalizing its final plat submission. Therefore, staff recommends approval of a six-month extension, which would extend the expiration date to October 1, 2023. Attachments: 1. Memo from MMS Consultants 2. Rollins Pass Preliminary Plat & Sensitive Areas Development Plan 3. Resolution M M S 4 .10 LnU v a L/) C v E c 2 'S c LU 0 Id Y s Q Q) ro U LA .0 f- 9 9 J L v C C ra a_ C: 9 J r I Q) v c C: w .5 U MMS Consultants, Inc. Experts in Planning and Development Since 1975 January 27, 2023 City of Iowa City Planning and Community Development Attn: Kirk Lehmann 410 E Washington Iowa City, IA 52240 RE: Dear Kirk: Rollins Pass 1917 S. Gilbert Street Iowa City, Iowa 52240 319.351.8282 mmsconsultants.net mms@mmsconsultants.net MMS Consultants, on behalf of Rollins Pass Development LLC, would like to request an extension of the preliminary plat for Rollins Pass subdivision, which is set to expire on March 16th, 2023. Respectfully submitted, Lacey Stutzman 7596-099L1.docx PRELIMINARY PLAT AND SENSITIVE AREAS DEVELOPMENT PLAN W LEGAL DESCRIPTION - PRELIMINARY PLAT BEGINNING AT THE EAST QUARTER CORNER OF SECTION 7, TOWNSHIP 79 NORTH, RANGE 5 WEST, OF THE FIFTH PRINCIPAL MERIDIAN, IOWA CITY, JOHNSON COUNTY, IOWA; THENCE S01°22'51"E, ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 7, A DISTANCE OF 445.60 FEET, TO THE NORTHEAST CORNER OF STONE CREEK SUBDIVISION, IN ACCORANCE WITH THE PLAT THEREOF RECORDED IN PLAT BOOK 32, AT PAGE 181, OF THE RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE; THENCE S88'37'09"W, ALONG THE NORTH LINE OF SAID STONE CREEK SUBDIVISION, 331.58 FEET, TO THE ROLLINS PASS '-_E NORTHWEST CORNER THEREOF; THENCE S01°22'51"E, ALONG THE WEST LINE OF SAID STONE CREEK SUBDIVISION, 394.12 FEET, TO THE IOWA CITY, IOWA SOUTHWEST CORNER THEREOF, AND A POINT ON THE NORTH LINE OF AUDITOR'S PARCEL 2009079, IN ACCORDANCE WITH THE PLAT THEREOF RECORDED IN PLAT BOOK 54, AT PAGE 219 OF THE RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE; THENCE S88°37'09"W, ALONG SAID NORTH LINE, AND THE EAST LINE OF STONE BRIDGE ESTATES - PART EIGHT, IN ACCORDANCE WITH THE PLAT THEREOF RECORDED IN PLAT BOOK 58, AT PAGE 247 OF THE RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE, 49.25 PLAT PREPARED BY: OWNER/SUBDIVIDER: SUBDIVIDER'S ATTORNEY: FEET; THENCE N18°32'34"W, ALONG SAID EAST LINE, 315.27 FEET; THENCE N47°48'00"W, ALONG SAID EAST LINE, AND THE EAST LINE MMS CONSULTANTS INC. ROLLINS PASS DEVELOPMENT, LLC C. JOSEPH HOLLAND OF STONE BRIDGE ESTATES - PART NINE, IN ACCORDANCE WITH THE PLAT THEREOF RECORDED IN PLAT BOOK 59, AT PAGE 400 OF 0 5 25 50 THE RECORDS OF THE JOHNSON COUNTY RECORDER'S OFFICE, 293.89 FEET; THENCE NOO'21'54"W, ALONG THE EAST LINE OF SAID 1917 S. GILBERT STREET PO BOX 3484 123 N. 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I�. - / 1. . I � A. I 1 1 1 , / / 1 A A \ \ l - 1 A \ � I \ �, U \ ` \III \ V� g \I � ��'� I I 1 1 I 1 1 Il \ \ r 1/ I I I \ I / I I \ �\ II p III. 1 1 , ✓ \ v I I O I I I �\�i \ I I II \\ I \ \ ✓ �, . - �� �,n � � I \ \ \ \ \ 1 \ I 1 � I I I I' 1 I � 1 y l c r u x 745 744 I I I I I I I va fir% ✓��� --- - - _�- O O j - S88°37'09"W �- gg---------- -- 49.25' 2 0 O 100 o G:\7596\7596-099-\7596-099P.dwg, 3/8/2019 2:55:52 PM ROLLINS PASS IOWA CITY, IOWA ROW SLOPE 1/2- V-0" 5'-0" 1/2 PAVEMENT 6" INTEGRAL PER FOOT \ WIDTH CURB 5'-0" (3'-4' HEIGHT AT 7" P.C.C. 2% STRAIGHT FFFrF :- , , r�' { PAVEMENT CROWN f 4"P.C.C• 13"12» .:... ...:........:: {r44� J �.. =L :•:• °.:. :::. SLOPE 1 4" T.• �°°�° °°a;o°;oma 4:• PER FOOT °o°°o° ° ' '' 3. DRAINAB E BASE I(IDOT GRADATION 12 ..:. _24" PAVEMENT WIDTH = 28' B.C.-B.C. 3"- 0 12" s L. Lw FOLLOWING w � POROUS I (PERFORATED) BACKFILL (GRADATION 29) _'- I Fri f VARIETIES: WHITE U W r w Of - Fft PINE, BLACK HILLS o ILL�LJI w Ld - I k I vw� SPRUCE, OR NORWAY z L J cn O Lu � Il � w � -i LOCATION MAP NOT TO SCALE TYPICAL STREET SECTION N.T.S. RIGHT OF WAY WIDTH = 60' 1/2 ROW SLOPE 1/2- V-0" 5'-0" 1/2 PAVEMENT 6" INTEGRAL PER FOOT \ WIDTH CURB 5'-0" (3'-4' HEIGHT AT 7" P.C.C. 2% STRAIGHT - - PAVEMENT CROWN f 4"P.C.C• 13"12» .:... ...:........:: SIDEWALK :•:• °.:. :::. SLOPE 1 4" T.• �°°�° °°a;o°;oma 4:• PER FOOT °o°°o° ° ' '' 3. DRAINAB E BASE I(IDOT GRADATION 12 ..:. _24" PAVEMENT WIDTH = 28' B.C.-B.C. 3"- 0 12" 6" LONGITUDINAL SUMP PUMP SUBDRAIN Lw FOLLOWING w � POROUS I (PERFORATED) BACKFILL (GRADATION 29) TRAIL DETAIL N. T. S. 8' 8' TRAIL SHALL BE I 6" P.C.C. OR 5" P.C.C. WITH FIBER MESH REINFORCEMENT. MAXIMUM 1.5% CROSS SLOPE IN PATH CROSS -I SECTION. TOP 6" OF BASE SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. THE TRAIL SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES" ACT (ADA) SENSITIVE AREAS LEGEND HYDRIC SOILS STREAM CORRIDOR BUFFER (15.00') STREAM CORRIDOR (30.00') STREAM CENTERLINE EVERGREEN TREE 1z - PROPERTY &/or BOUNDARY LINES (3'-4' HEIGHT AT - - - CONGRESSIONAL SECTION LINES INSTALLATION Iw - RIGHT-OF-WAY LINES - - - - - - - - LARGE EVERGREEN - - CENTER LINES TREE OF THE Q - EXISTING CENTER LINES Lw FOLLOWING w � - LOT LINES, INTERNAL VARIETIES: WHITE U W r w Of - - - PINE, BLACK HILLS o ILL�LJI w Ld SPRUCE, OR NORWAY z L J cn O Lu SPRUCE i M � � w � -i 22-1 15' i 15' -PROP- LANDSCAPE BUFFER CROSS SECTION DETAIL NOT TO SCALE PLAT/PLAN APPROVED by the City of Iowa City City Clerk Date: UTILITY EASEMENTS, AS SHOWN HEREON, MAY OR MAY NOT, INCLUDE SANITARY SEWER LINES, AND/OR STORM SEWER LINES, AND/OR WATER LINES : SEE CONSTRUCTION PLANS FOR DETAILS. STANDARD LEGEND AND NOTES 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. NOTE: ALL EASEMENTS ADJACENT TO STREET RIGHT-OF-WAY ARE 15' UTILITY EASEMENTS, WITH SANITARY SEWER, STORM SEWER, & WATER MAIN EASEMENTS WHERE NECESSARY TO PROVIDE ADEQUATE EASEMENT WIDTH. ALL EASEMENTS SHALL BE MORE COMPLETELY LABELED AND DESCRIBED DURING COMPLETION OF THE FINAL PLAT. NOTE: OUTLOT "A" IS TO BE RESERVED FOR FUTURE DEVELOPMENT. OUTLOT "B" IS PUBLIC OPEN SPACE TO BE DEEDED TO THE CITY OF IOWA CITY. 8.02 ACRES M RA s 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 11-02-18 PER CITY COMMENTS -JDM 11-29-18 CITY REVIEW -JDM 12-21-18 REVISED TRAIL AND SAN SEWER -JDM 01-10-19 REVISED STREAM GRADING PER CITY ENGR -MAK 03-08-19 REVISED PER CITY ENGINEER -JDM PRELIMINARY PLAT AND SENSITIVE AREAS DEVELOPMENT PLAN ROLLINS PASS IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Date: 09-27-18 Designed by:Field Book No: RLA Drawn by: Scale: JDM 111=50' Checked by: RLA Sheet No: Project No: IOWA CITY 7596-099 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 - EXISTING EASEMENT LINES 1I, - BENCHMARK (R) - RECORDED DIMENSIONS 22-1 - CURVE SEGMENT NUMBER -EXIST- -PROP- - POWER POLE - POWER POLE W/DROP - POWER POLE W/TRANS - POWER POLE W/LIGHT - GUY POLE 0 - LIGHT POLE OO - SANITARY MANHOLE W - FIRE HYDRANT - WATER VALVE 0 ® - DRAINAGE MANHOLE 13ki ❑ - CURB INLET X X - FENCE LINE ( - EXISTING SANITARY SEWER ((- - PROPOSED SANITARY SEWER ' - EXISTING STORM SEWER �< - PROPOSED STORM SEWER W - WATER LINES E - ELECTRICAL LINES T - TELEPHONE LINES G - GAS LINES - - - - - - - - - - - - CONTOUR LINES (1' INTERVAL) - PROPOSED GROUND - EXISTING TREE LINE 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. NOTE: ALL EASEMENTS ADJACENT TO STREET RIGHT-OF-WAY ARE 15' UTILITY EASEMENTS, WITH SANITARY SEWER, STORM SEWER, & WATER MAIN EASEMENTS WHERE NECESSARY TO PROVIDE ADEQUATE EASEMENT WIDTH. ALL EASEMENTS SHALL BE MORE COMPLETELY LABELED AND DESCRIBED DURING COMPLETION OF THE FINAL PLAT. NOTE: OUTLOT "A" IS TO BE RESERVED FOR FUTURE DEVELOPMENT. OUTLOT "B" IS PUBLIC OPEN SPACE TO BE DEEDED TO THE CITY OF IOWA CITY. 8.02 ACRES M RA s 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 11-02-18 PER CITY COMMENTS -JDM 11-29-18 CITY REVIEW -JDM 12-21-18 REVISED TRAIL AND SAN SEWER -JDM 01-10-19 REVISED STREAM GRADING PER CITY ENGR -MAK 03-08-19 REVISED PER CITY ENGINEER -JDM PRELIMINARY PLAT AND SENSITIVE AREAS DEVELOPMENT PLAN ROLLINS PASS IOWA CITY JOHNSON COUNTY IOWA MMS CONSULTANTS, INC. Date: 09-27-18 Designed by:Field Book No: RLA Drawn by: Scale: JDM 111=50' Checked by: RLA Sheet No: Project No: IOWA CITY 7596-099 1 Prepared by: Kirk Lehmann, Associate Planner, 410 E. Washington St, Iowa City, IA 52240; (SUB18-00013) Resolution No. 23-35 Resolution approving a six-month extension of the Preliminary Plat and Sensitive Areas Development Plan of Rollins Pass, Iowa City, Iowa. Whereas, a resolution (Resolution 19-91) approving the preliminary plat and sensitive areas development plan was adopted on April 2, 2019; and Whereas, a preliminary plat expires two years from the date of approval unless a final plat has been filed or an extension has approved by resolution; and Whereas, a resolution (Resolution 21-64) extending the preliminary plat and sensitive areas development plan for two years was adopted on March 16, 2021; and Whereas, the property owner, Rollins Pass Development LLC, and the applicant, Allen Homes Inc, have requested an extension of the preliminary plat and sensitive areas development; and Whereas, the applicant submitted a final plat application (Case SUB22-0007) on August 11, 2022 and has been working with staff to complete its final plat application; and Whereas, six months is an appropriate amount of time to complete the final plat; and Whereas, staff has reviewed this request and determined that the preliminary plat and sensitive areas development plan remain in substantial compliance with City ordinances. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The preliminary plat and sensitive areas development of Rollins Pass Subdivision, Iowa City, Iowa, is hereby extended for six months, which will expire on October 1, 2023. 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 7th day of February 2023. M Apprroov By_ � � G Attest Crty Clerk City Attor y's Office (Sara Hektoen - 02/02/2023) It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Alter X Bergus X Dunn X Harmsen X Taylor X Teague X Thomas Item Number: 7.a. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Motion setting a public hearing for February 21, 2023 on an ordinance conditionally rezoning approximately 3.87 acres of property located south of the N. Dodge St and N. Scott Blvd. intersection from Commercial Office Zone (CO -1) to Community Commercial Zone with a Planned Development Overlay (OPD/CC-2) for approximately 2.04 acres and to Low Density Multi Family Residential with a Planned Development Overlay (OPD/RM-12) for approximately 1.83 acres (REZ22-0016). Staff Recommendation: Approval Attachments: Staff Report w Attachments.pdf Revised Preliminary OPD and SADP P&Z Correspondence - Mark Renshaw P&Z Correspondence - William Synan .pdf STAFF REPORT To: Planning and Zoning Commission Item: REZ22-0016 Timber Valley Run GENERAL INFORMATION: Applicant: Contact Person: Owner: Requested Action: Purpose: Location: Location Map: Prepared by: Parker Walsh, Associate Planner Date: January 18, 2023 A Latte Buzzness Mark Holtkamp 4611 Timberland Ct NE Solon, IA 52333 markhoitkamp(a)yahoo.com Brian Boelk Axiom Consultants, LLC 60 E. Court Street, Unit 3 Iowa City, IA 52240 bboelk(a)axiom-con.com Greenstate Credit Union Tim Reck 2355 Landon Rd North Liberty, IA 52317 Rezone from Commercial Office Zone (CO -1) to Community Commercial Zone with a Planned Overlay Development (OPD/CC-2) and Low -Density Multi -Family Residential Zone with a Planned Overlay Development (OPD/RM-12). To construct a mixed-use development consisting of a coffee shop, neighborhood commercial, and residential South corner of N. Dodge St and N. Scott Blvd. Cyt 2 Size: Existing Land Use and Zoning: Surrounding Land Use and Zoning Comprehensive Plan: District Plan: Neighborhood Open Space District: Public Meeting Notification: File Date: 45 Day Limitation Period: 3.87 Acres Vacant Land, Commercial Office Zone (CO -1) North: Rural Residential (RR -1), Low Density Single -Family Residential Zone with a Planned Development Overlay (OPD/RS-5) South: Low Density Single -Family Residential Zone with a Planned Development Overlay (OPD/RS-5) East: Neighborhood Public Zone (P-1), Research Development Park (RDP) West: Neighborhood Public Zone (P-1) Public/Private Open Space Northeast Planning District, but not included in the Northeast District Future Land Use Map HE Properties within 500' of the subject property received notification of the Planning and Zoning Commission public meeting. A rezoning sign was posted on the property on December 20, 2022. December 14, 2022 January 27, 2023 BACKGROUND INFORMATION: The applicant, Mark Holtkamp (A Latte Buzzness), has requested a rezoning from Commercial Office Zone (CO -1) to Community Commercial Zone with a Planned Development Overlay (OPD/CC-2) for approximately 2.04 acres and Low -Density Multi -Family Residential Zone with a Planned Development Overlay (OPD/RM-12) for approximately 1.83 acres located south of N Dodge St. and west of N Scott Blvd. The Preliminary Planned Development Overlay and Sensitive Areas Development Plan is provided in Attachment 3. The proposed development would allow a restaurant, a mixed-use building with 8 dwelling units, and 9 townhouses. The plan also shows two drive-throughs, which would require special exceptions to be approved by the Board of Adjustment. The applicant has conveyed to staff that the priority is to develop a coffee shop on the site with an associated drive-through. The other drive-through proposed is for an ATM. The subject property was previously rezoned in 2008 from Research Development Park (RDP) to Commercial Office Zone (CO -1) with the plans to construct an office building and a bank. The rezoning was approved with the following conditions: a) Substantial compliance with the Concept Plan (Attachment 4) dated July 21, 2008, attached and incorporated herein, with regard to the location of the building and parking lot. Any substantial deviation from the Concept Plan regarding building and parking placement shall require approval by the Planning and Zoning Commission. All other changes shall be approved by City Staff. 3 b) The vehicular access point shall be located as shown on the attached Concept Plan. c) Owner shall install and maintain landscaping to the S2 Standard, as described in the Iowa city code of Ordinances 14-5F-6, as amended, along the length of the Dodge Street frontage. d) The Dodge Street building elevations shall demonstrate appropriate articulation and fenestration suitable for this important entranceway into Iowa City, which shall include the use of a brick veneer with limestone base, sills, and banding to break up the fagade and windows on at least 30% of the fagade. Due to a new plan accompanying the proposed rezoning, staff has not included the previous conditions as part of the rezoning. Condition "b" will be satisfied through approval of the Preliminary OPD Plan, which is part of the rezoning (Attachment 3). Per 14 -8D -7E any substantive changes to the Preliminary OPD Plan, will require another rezoning and require review by the Planning and Zoning Commission and City Council. Additionally, the screening condition will be satisfied through the current City Code requirements. The subject property also contains sensitive areas and the Preliminary Sensitive Areas Development Plan (Attachment 3) proposes removal of critical slopes in excess of what is allowed per 14-51-8E-4. Therefore, a Level II Sensitive Areas Review is required, which requires review by the Planning and Zoning Commission and approval by the City Council as part of the OPD rezoning process. The applicant held a Good Neighbor meeting on October 6, 2022. A summary of the meeting is included in Attachment 5. ANALYSIS - Current Zoning: The property is currently zoned Commercial Office Zone (CO -1). The purpose of CO -1 is to provide specific areas where office functions, compatible businesses, apartments and certain public and semipublic uses may be developed in accordance with the comprehensive plan. The CO -1 zone can serve as a buffer between residential and more intensive commercial or industrial areas. Additionally, only drive-throughs accessory to financial institutions are allowed within the CO -1 zone. Proposed Zoning: The proposed zoning, Community Commercial Zone (CC -2), is intended for major business districts to serve a significant segment of the total community population. In addition to a variety of retail goods and services, these centers may typically feature several large traffic generators requiring access from major thoroughfares. While these centers are usually characterized by indoor operations, uses may have limited outdoor activities; provided, that outdoor operations are screened or buffered to remain compatible with surrounding uses. Unlike the current CO -1 zoning, the CC -2 zone allows drive-throughs associated with any use subject to the special exception process. The Low Density Multi -Family Residential Zone (RM -12) is to provide for the development of high density, single-family housing and low density, multi -family housing. This zone is intended to provide a diverse variety of housing options in neighborhoods throughout the city. Careful attention to site and building design is important to ensure that the various housing types in any one location are compatible with one another. The planned development overlay zone (OPD) is established to permit flexibility in the use and design of structures and land in situations where conventional development may be inappropriate and where modification to requirements of the underlying zone will not be contrary to the intent and purpose of this title, inconsistent with the comprehensive plan, as amended, or El harmful to the surrounding neighborhood. A Preliminary OPD Plan is also required with the OPD rezoning, which shows a layout of proposed uses, parking, and landscaping. Future development must substantially comply with this plan. Any significant changes to land uses, street locations, or character of the development will require another OPD rezoning. 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 Code. 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 — The applicant is requesting a rezoning to OPD/CC-2 and OPD/RM-12, with each zone allowing a density of 15 dwelling units per acre of net land (total land minus street rights-of-way). The proposed development includes a total of 17 dwelling units, 8 being part of a mixed use development on the portion of the property zoned OPD/CC-2, and 9 being attached single family units on the portion of the property zoned. OPD/RM-12. The proposed density for the 17 units on approximately 3.87 acres is 4.39 dwelling units per acre, which complies with the density standards of 14 -3A -4D of the City Code. Land Uses Proposed — The applicant is proposing a mix of commercial, mixed use, attached single family residential units, and an outlot on the subject property. The commercial use at the corner of N Dodge St. and N Scott Blvd. is proposed to be a coffee shop. South of the coffee shop is a proposed 8 unit mixed use building with ground floor commercial uses along N Scott Blvd., which transitions into 9 attached single family units abutting existing residential zoned OPD/RS-5. There is also Outlot A, which is to be used for stormwater retention. Additional surrounding land uses include multi -family townhouse style development to the north, City of Iowa City Fire Station 4 to the east, the Iowa City Community School District Administration to the west, and as previously mentioned, existing single-family residential to the south of the subject property. In summary, the proposed development is anticipated to provide commercial development located along two arterial streets and a main Iowa City entranceway, as well as provide a mix of housing types compatible with the surrounding uses. Mass, Scale, and General Layout — The commercial uses proposed are located nearest to the N Dodge Street and N Scott Blvd intersection, with the proposed coffee shop being located on the corner of these streets. The mixed use building will be larger in scale with ground floor retail and upper story residential, not to exceed 35' or approximately 3 stories as required by the City Code. However, all proposed development will be setback a minimum of 40' along arterial streets and the parking areas will be screened to at least the S2 screening requirement. Parking for the commercial uses will be located in the rear behind the principal buildings and be subject to additional landscaping requirements aimed to promote a more attractive streetscape. The proposed development transitions to attached single-family uses at the southern end of the site. The attached single-family will have a separate access point and parking will be located in the rear via a shared private alley. Standards relating to mass, scale, and layout will be reviewed at the site plan and building permitting stages to ensure full compliance with these requirements. Open Space — The proposed development will need to comply with the private open space standards outlined in section 14 -2A -4E of the City Code. The proposed mixed use development will be required to accommodate 10 square feet of private open space per bedroom, with a minimum of 400 square feet and no dimension less than 20 feet. The attached single family units will need to provide a minimum 150 square feet of private open space with no dimension less than 10 feet. According to 14 -2A -4E -3b, for attached single family uses, rooftop or upper 5 floor open air terraces or rear yard -facing porches, including screened -in porches (non -habitable space only) may count toward the open space requirement. Traffic Circulation — The proposed development would include two curb cuts to provide access from N Scott Blvd. Staff is recommending a condition that no vehicular access shall be allowed off of N. Dodge Street due to the potential safety hazards of adding access at the intersection of Dodge St/Highway 1 and Scott St. Additionally, the traffic study recommended that the site access points be constructed and located as shown in the preliminary OPD plan, which the traffic study considered to be "optimally located, spaced, and sized". The study also noted that if development was constructed as proposed, "the existing signal on Dodge Street and Scott Blvd could continue to operate acceptably". Access to the commercial lots and the attached single family units will be separated with their own access points off of N Scott Blvd. The attached single family lots will have private rear alley access and the commercial lots will be accessed through parking located behind the principal buildings. 2. The development will not overburden existing streets or utilties. The subject property is an infill parcel that is surrounding by existing development. It can be serviced by both sanitary sewer and water. Public Works staff has indicated that both sanitary sewer and water mains have sufficient capacity to accommodate the proposed development. Transportation Planning staff requested that the applicant submit a traffic impact study, which examined how proposed development would impact traffic along N Dodge Street and N Scott Blvd. The traffic study found that approximately 154 AM Peak Hour trips and 81 PM Peak Hour trips would be generated due to development. The study notes "not all of these trips will likely be newly generated trips. For a coffee shop, the majority of patrons to the site will be pass -by trips. Pass -by trips are satisfied by vehicles already in the traffic stream on the adjacent roadway prior to development but elect to stop in for coffee on the way to their original destination". The study states that approximately 80% of the trips generated will be pass -by trips for the coffee shop and 20% of the trips will be new. The non -pass -by trips generated by the site are 52 AM trips and 51 PM trips. The proposed development would provide an acceptable level of service of B and C during peak hours. The traffic study recommended installation of a southeast -bound right -turn lane. Staff agreed and the preliminary OPD plan shows the addition of a right turn lane on N Scott Blvd. as part of access to the commercial lots. Staff is also recommending the addition of a right turn lane as a condition of the rezoning. Additionally, the traffic study recommends the installation of a pedestrian facility with a refuge island across Scott Blvd at Dubuque Rd, which allows pedestrians to cross fewer lanes of traffic, provides a more direct route to the sidewalk along Dubuque Road, and provides a larger refuge area for pedestrians in the middle of Scott Blvd. Staff agrees with the need for this and recommends that is be placed on the southern end of N. Dubuque Rd. This facility is shown on the preliminary OPD plan and staff is also recommending this improvement be added as a condition of the rezoning. Staff also recommends the condition of the dedication of a public access easement over any pedestrian facilities along the Scott Blvd public right-of-way that provide connectivity to public sidewalks and adjacent neighborhoods that are located on private property. Staff typically tries to secure additional right-of-way in order to provide for sidewalks; however, staff finds the public access easement accessible since securing public right-of-way could further impact the sensitive areas on the site. The traffic study determined that the construction of the proposed development, including the recommended right turn lane and pedestrian crossing on N Scott Blvd., would not increase traffic to the point of overburdening the existing street system. Staff has reviewed the traffic study and concurs with the analysis. C.1 The construction of the proposed right turn lane along N Scott Blvd. and the proposed location for the attached single family access will remove existing trees within the right-of-way. These trees were recently planted by the City in order to create an inviting streetscape and also shade for those utilizing the wide pedestrian sidewalk and bike path. Per the City Forester, staff recommends that as a condition of the rezoning any trees removed from the right of way shall be replaced as part of a landscaping plan to be approved by the City Forester. 3. The development will not adversely affect views, light and air, property values and privacy of neighboring properties any more than would conventional development. The nearest neighbors to the north and to the east of the subject property will be separated by N Dodge St. and N Scott Blvd. In addition to this separation, the proposed commercial uses and mixed use development will be required to meet the 40' setback along. To the west, the subject properties will remain separated through remaining woodlands and Outlot A. The attached single family units will provide a transition from the existing single family residential to the south and the mixed use and commercial uses on the subject property. For these reasons staff finds that this development will not impact neighboring residents and property owners more than a conventional development. 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 purpose of this Title, and with other building regulations of the City. The subject development does not propose any waivers from the underlying zoning code. However, the applicant does propose two drive through uses, one for the coffee shop and one for an ATM, and also proposes multi -family uses in a CC -2 zone, all of which will require their own special exception for approval and will be required to meet all of the special exception approval criteria. If any or all special exceptions were denied, the site would still be able to accommodate land uses allowed by right or provisionally in a CC -2 zone as long as the changes did not result in substantive changes to the preliminary OPD plan. The Preliminary OPD incorporates attached single family, mixed use multi family, and commercial uses. The combination of land uses provides a diversity of housing options and would provide additional commercial and retail services to serve the surrounding residents and travelers along one of the main entryways of the City. Rezoning Review Criteria: Staff uses the following two criteria in the review of rezonings: 1. Consistency with the comprehensive plan; 2. Compatibility with the existing neighborhood character. Consistency with the Comprehensive Plan: The IC2030 Comprehensive Plan identifies the subject property as suitable for public/private open space. Although the IC2030 Future Land Use Map (FLUM) identifies this area as public/private open space, the FLUM notes, "the land use map is intended to be a general guide for persons making decisions regarding the development of land in within Iowa City". The Plan goes on to state "in addition to the District Plans, the neighborhood design principals should be considered when interpreting the land use map. For example, if property is located at the intersection of a collector and an arterial, the neighborhood design concepts indicate that alternatives to single family development, i.e. neighborhood commercial or multi -family development, may be appropriate". The neighborhood design principles are intended to create and sustain healthy neighborhoods and may be used to determine if an alternative property use not identified on the FLUM may be appropriate. Staff 7 found the following neighborhood design principles to be supported by the proposed rezoning as an alternative option from public/private open space: Compatible Infill Development —Quality infill development plays an important role in neighborhood reinvestment. Additionally, development of infill sites should add to the diversity of housing options without compromising neighborhood character or overburdening infrastructure. The subject property is currently a vacant lot with sensitive area constraints such as slopes and is surrounding by existing development. The Comprehensive Plan further encourages the identification of properties appropriate for infill development, in particular on small lots to discourage sprawl. Additionally, when considering infill development, one of the Comprehensive Plan goals is to "ensure development is compatible and complementary to the surrounding neighborhood". The proposed development would provide more diverse housing options to the area such as attached single family dwellings and mixed use multi -family. Development also proposes a coffee shop and ground floor retail services as part of the mixed use building. The commercial uses would complement the area by providing services to surrounding residents, employees, and travelers along a major City entryway, while also providing a transitional buffer of uses through the inclusion of attached single family dwellings. As previously mentioned in the report, a traffic study was done that ensured the proposed development would not overburden existing infrastructure, provided the recommended right run lane be provided to facilitate safe traffic flow to the property. Diversity of Housing Types — A mix of housing types within a neighborhood provides residential opportunities for a variety of people, including singles, couples, families with children, and elderly persons. A mix of housing within a neighborhood may include single-family homes, townhouses, duplexes, small apartment buildings, as well as apartments in mixed use buildings located in neighborhood commercial areas. The IC2030 Comprehensive Plan further encourages the diversity of housing options through its goals, specifically, "ensure a mix of housing types within each neighborhood to provide options for households of all types and people of all incomes" The proposed mixed use multi -family development and attached single family, or townhomes, provide a mix of housing options to the area to complement the existing single family homes and townhomes. The proposed development would also provide a transition of housing options from the existing single family along Hickory Heights Ln off of N Scott Blvd, moving north to the proposed attached single family units, and the mixed use multi- family development located on the proposed commercial lots. The commercial area aspect of the development would be able to support residents new and old. Affordable Housing — Although there is no code requirement for income -restricted affordable housing that applies to the proposed development, by allowing a mix of housing types, moderately priced housing can be incorporated into a neighborhood, rather than segregated in one or two areas of the community. Small multi -family buildings can be incorporated on corner lots adjacent to arterial streets, and townhomes can be mixed with single-family homes within a neighborhood. Apartments located above commercial businesses provide needed housing while increasing the local customer base for commercial establishments. Specific goals to achieve this vision include providing housing options for people of all incomes and developing smaller lots to conserve land and allow for more affordable options. The proposed development would provide attached single family and mixed use multi -family dwellings with ground floor retail services that would increase the variety of housing options and price points in the neighborhood. Neighborhood Commercial Areas — Neighborhood commercial areas can provide a focal point and gathering place for a neighborhood. The businesses within a neighborhood commercial center should provide shopping opportunities within convenient walking distance for residents in the immediate area. The design of neighborhood commercial centers should have pedestrian orientation with stores placed close to the street and parking located in the rear. It is also 0 encouraged to incorporate apartments above shops. The proposed development includes a coffee shop and a mixed use multi -family building with 8 units intended to have ground floor retail services and 9 attached single family units. The development incorporates pedestrian connections to the property at the intersection of N Dodge St and Scott Blvd., as well as proposes a pedestrian crossing along Scott Blvd. to connect to the site. Additionally, the sidewalk along the rear alley of the attached single family units will extend to the commercial lots, providing a connection for the residents. Development would provide a commercial area that would be incorporated into the existing neighborhood and support residents and travelers in the area, Fire Station 4, the Iowa City Community School District, and the ACT Campus. Pedestrian/Bicyclist Connections — Important neighborhood destinations, such as shopping centers should be readily accessible for pedestrians and bicyclists. It is also important to have a pleasant streetscape and appropriate building setbacks that creates an environment that is safe and appealing. The Comprehensive Plan also encourages "pedestrian -oriented development and attractive and functional streetscapes that make it safe, convenient, and comfortable to walk". The proposed development shows the addition of pedestrian connections at the corner of N Dodge St and N Scott Blvd., connecting to the existing sidewalk system and providing pedestrians access to the coffee shop. Additionally, a sidewalk is located along the attached single family alley that connects residents to the commercial lots, as well as a connection to N Scott Blvd. Due to the proposed construction of the right turn lane to access the commercial lots, the sidewalk connection will be removed and reconstructed further west, still providing a continuous path along N Scott Blvd. The applicant also proposes landscaping such as shrubs and trees along N Dodge St and Scott Blvd. The buildings will also be setback 40' along the arterial streets, ensuring that development will not dominate the streetscape. There are several other comprehensive plan goals and strategies that are supported by this proposed rezoning: 1. Land Use Goals & Strategies: a. 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. b. Ensure that infill development is compatible and complementary to the surrounding neighborhood. c. Plan for commercial development in defined commercial nodes, including small- scale neighborhood commercial centers. d. Provide appropriate transitions between high and low-density development and between commercial areas and residential zones. 2. Housing Goals & Strategies: a. Encourage a diversity of housing options in all neighborhoods. b. Ensure a mix of housing types within each neighborhood, to provide options for households of all types (singles, families, retires, etc.) and people of all incomes. c. Identify and support infill development and redevelopment opportunities in areas where services and infrastructure are already in place. 3. Transportation Goals & Strategies: a. Accommodate all modes of transportation on the street system. b. Encourage walking & bicycling. c. Encourage pedestrian -oriented development and attractive and functional streetscapes that make it safe, convenient and comfortable to walk. 4. Environmental Goals & Strategies: a. Encourage compact, efficient development that reduces the cost of extending and maintaining infrastructure and services. b. Discourage sprawl by promoting small -lot and infill development. 0 Environmentally Sensitive Areas: The subject property contains steep slopes and critical slopes. The applicant has submitted a Preliminary and Sensitive Areas Development Plan as part of the OPD rezoning. Due to the proposed disturbance of more than 35% of critical slopes, a Level II Sensitive Areas Review is required. Regulated Slopes: The subject property contains steep and critical slopes. The impacts to these slopes are outlined in Table 1. Approximately 75% of the critical slopes are proposed to be impacted, which exceeds the 35% threshold of critical slopes allowed. Table 1 — Summary of Regulated Slopes Slopes Disturbed Preserved Total Square Percent Feet Square Feet Percent Square Percent Feet Steep 47,983 68% 22,629 32% 70,612 100% Critical 16,430 75% 5,622 25% 22,052 100% Neighborhood Open Space: According to section 14-5K of the City code, dedication of public open space or fee in lieu of land dedication is addressed at the time of final platting for residential subdivisions, commercial subdivisions containing residential uses, and planned developments. Based on approximately 3.87 acres, the applicant is required to dedicate 0.25 acres of open space or pay a fee in lieu. The applicant has requested that they plan to pay a fee in -lieu of land dedication. Storm Water Management: The applicant intends to provide stormwater detention for the development within Outlot A. Public Works must approve a stormwater management plan as part of the platting process. Sanitary Sewer: There are existing sanitary sewer easements and infrastructure on this site. The current plan shows the buildings are located too close to these existing easements. Public Works is working with the applicant to resolve the proximity to the sanitary sewer easement issue of the proposed attached single family on lots 3-7. This issue was noted on the plans and will need to be worked out prior to the approval of a site plan or issuance of a building permit. NEXT STFPS- Upon recommendation from the Planning and Zoning Commission, a public hearing will be scheduled for consideration by the City Council. STAFF RECOMMENDATION: Staff recommends approval of REZ22-0016, a proposal to rezone approximately 2.04 acres located south of the N Dodge St and N Scott Blvd. intersection from Commercial Office Zone (CO - 1) to Community Commercial Zone with a Planned Overlay Development (OPD/CC-2) and approximately 1.83 acres from CO -1 to Low -Density Multi -Family Residential Zone with a Planned Overlay Development (OPD/RM-12) subject to the following conditions: 1. Prior to the issuance of building permit, Owner shall: a. Obtain approval of a landscape plan by the City Forester which includes the N. Dodge St and Scott Blvd public right-of-way. Any trees within the public right-of- way that are removed due to construction shall be replanted and located according to the approved landscape plan. b. Dedicate a public access easement over any pedestrian facilities adjacent to the Scott Blvd public right-of-way that provide connectivity to public sidewalks. . 2. Prior to issuance of a certificate of occupancy, Owner shall: a. Install a right turn lane along Scott Blvd, subject to approval by the City Engineer. b. Install a pedestrian crossing with a refuge island on the southside of Dubuque Rd 10 and Scott Blvd, subject to approval by the City Engineer. 3. No vehicular access shall be allowed onto N. Dodge Street. ATTACHMENTS: 1. Location Map 2. Rezoning Exhibit 3. Preliminary OPD/SADP 4. 2008 Concept Plan Approved with CO -1 Rezoning 5. Good Neighbor Meeting Summary 6. Traffic Impact Study 7. Applicant's Statement Approved by: Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services I / PARCEL I D: 1002126001 2101 ACT CI R ZONING: RR1 ZONING: C01 I / NDUBUQUE RD / — _ 1851 N DUBUQUE RD / ZONING: RR1 / 1820 N RD DUBUQUE Q 1852 N � ZONING: RS5 DUBUQUE R ZONING: RS5 2040 N DUBUQUE RD \� ZONING: RR1 / / / 1888 N DUBUQUE RD / I ZONING: RS5/OPD I / / I 1804 N DODGE ST / ZONING: RS5 I � I I NW N zz N — 5 Ln G) m ,,� cin m v' / 1725 N DODGE ST ZONING: P1 p 0 \ f• 10 \ TAMP- A ". / \ \ HICKOR"EIG-H-TS SUBDIVISION ZONING: RS5/OPD — \ z \ / ~ 1— r Lu — _ 2 - - - O !. U _ II Nov 16, 2022 - 2:39pm nP11PIT nr 2030 N DUBUQUE RD ZONING: RR1 IBUQUE ST � 2150 N DUBUQUE RD JG: P1 ZONING: RR1 sign Civil -Survey Plats 210216 - Rezoning Exhibit.dwg 1002176003 ZONING: R1 l N DUBUQUE RD — 2041 N DUBUQUE ST ZONING: RDP PARCEL ID: 1002401005 ZONING: ID -RS Attachment " REZONING EXHIBIT TIMBER VALLEY RUN IOWA CITY, IOWA PROJECT LOCATION MAP: OR �P�ES Qv\NCEN �Py C) � y j) D R y o J NDUBUOUE RD j O d Cf) E m m 0 ROUNE z R S PROJECT LOCATION o N _U 2 z J w z J J z Q Q z (NOT TO SCALE) APPLICANT INFORMATION: LEGAL DESCRIPTION: OPD/CC-2 LEGAL DESCRIPTION: BEGINNING AT THE NORTHEAST CORNER OF THE PRESS -CITIZEN ADDITION LOT 2 PARCEL, THENCE ALONG THE EAST LINE OF SAID PARCEL 76.26 FEET ALONG A 573.00 RADIUS CONCAVE NORTHEASTERLY (CHORD BEARING S43040'46"E, 76.20 FEET); THENCE S33041'27"E, 2.27 FEET; THENCE 154.96 FEET ALONG A 690.00 RADIUS CONCAVE WESTERLY (CHORD BEARING S21°33148"E, 110.91 FEET); THENCE S13°06'19"E, 177.06 FEET; THENCE S76049'58"W, 250.00 FEET; THENCE N13006'20"W, 321.35 FEET; THENCE N55°03'40"E, 208.04 FEET TO THE POINT OF BEGINNING. DESCRIBED AREA CONTAINS 2.04 ACRES AND IS SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS OF RECORD. OPD/RM-12 LEGAL DESCRIPTION: BEGINNING AT THE NORTHEAST CORNER OF THE PRESS -CITIZEN ADDITION LOT 2 PARCEL, THENCE ALONG THE EAST LINE OF SAID PARCEL 76.26 FEET ALONG A 573.00 RADIUS CONCAVE NORTHEASTERLY (CHORD BEARING S43040'46"E, 76.20 FEET); THENCE S33041'27"E, 2.27 FEET; THENCE 154.96 FEET ALONG A 690.00 RADIUS CONCAVE WESTERLY (CHORD BEARING S21033148"E, 110.91 FEET); THENCE S13006'19"E, 446.86 FEET; THENCE S55010'06"W, 269.12 FEET; THENCE N13006'20"W, 369.15 FEET; THENCE N76049'58"E, 250.00 FEET TO THE POINT OF BEGINNING. DESCRIBED AREA CONTAINS 1.83 ACRES AND IS SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS OF RECORD. ZONING INFORMATION: CURRENT ZONING: COMMERCIAL OFFICE ZONE (CO -1) - 3.87 AC PROPOSED ZONING: OPD/CC-2 - 2.04 AC (PLANNED DEVELOPMENT OVERLAY/ COMMUNITY COMMERCIAL ZONE) OPD/RM-12 - 1.83 AC (PLANNED DEVELOPMENT OVERLAY/ LOW DENSITY MULTI -FAMILY RESIDENTIAL ZONE) I:1�Y1�1111� V) Lu L7 OQ J = U z0 Z O Q0- 0- 0 0 N Lu 0 Lu Z ~_ ow APPLICANT: OWNER: PREPARED BY: A LATTE BUZZNESS GREENSTATE CREDIT UNION AXIOM CONSULTANTS, LLC C/O MARK HOLTKAMP C/O TIM RECK C/O BRIAN BOELK 4611 TIMBERLAND CT NE 2355 LANDON RD 60 E. COURT STREET, UNIT 3 SOLON, IA 52333 NORTH LIBERTY, IA 52317 IOWA CITY, IOWA 52240 319-594-1062 319-899-3431 319-519-6220 MARKHOLTKAMP@YAHOO.COM TIMRECK@GREENSTATE.ORG BBOELK@AXIOM-CON.COM Cr_0 ui w w DC r-1 ° N LEGAL DESCRIPTION: OPD/CC-2 LEGAL DESCRIPTION: BEGINNING AT THE NORTHEAST CORNER OF THE PRESS -CITIZEN ADDITION LOT 2 PARCEL, THENCE ALONG THE EAST LINE OF SAID PARCEL 76.26 FEET ALONG A 573.00 RADIUS CONCAVE NORTHEASTERLY (CHORD BEARING S43040'46"E, 76.20 FEET); THENCE S33041'27"E, 2.27 FEET; THENCE 154.96 FEET ALONG A 690.00 RADIUS CONCAVE WESTERLY (CHORD BEARING S21°33148"E, 110.91 FEET); THENCE S13°06'19"E, 177.06 FEET; THENCE S76049'58"W, 250.00 FEET; THENCE N13006'20"W, 321.35 FEET; THENCE N55°03'40"E, 208.04 FEET TO THE POINT OF BEGINNING. DESCRIBED AREA CONTAINS 2.04 ACRES AND IS SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS OF RECORD. OPD/RM-12 LEGAL DESCRIPTION: BEGINNING AT THE NORTHEAST CORNER OF THE PRESS -CITIZEN ADDITION LOT 2 PARCEL, THENCE ALONG THE EAST LINE OF SAID PARCEL 76.26 FEET ALONG A 573.00 RADIUS CONCAVE NORTHEASTERLY (CHORD BEARING S43040'46"E, 76.20 FEET); THENCE S33041'27"E, 2.27 FEET; THENCE 154.96 FEET ALONG A 690.00 RADIUS CONCAVE WESTERLY (CHORD BEARING S21033148"E, 110.91 FEET); THENCE S13006'19"E, 446.86 FEET; THENCE S55010'06"W, 269.12 FEET; THENCE N13006'20"W, 369.15 FEET; THENCE N76049'58"E, 250.00 FEET TO THE POINT OF BEGINNING. DESCRIBED AREA CONTAINS 1.83 ACRES AND IS SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS OF RECORD. ZONING INFORMATION: CURRENT ZONING: COMMERCIAL OFFICE ZONE (CO -1) - 3.87 AC PROPOSED ZONING: OPD/CC-2 - 2.04 AC (PLANNED DEVELOPMENT OVERLAY/ COMMUNITY COMMERCIAL ZONE) OPD/RM-12 - 1.83 AC (PLANNED DEVELOPMENT OVERLAY/ LOW DENSITY MULTI -FAMILY RESIDENTIAL ZONE) I:1�Y1�1111� V) Lu L7 OQ J = U z0 Z O Q0- 0- 0 0 N Lu 0 Lu Z ~_ ow _o m Lu o� ~ U 2 X U w Lu Lu Lu Z Lu (7 Q V J j 0 z O N Q0 0 Q Z NO m Cr_0 ui w w DC r-1 ° N Lu amzQ� Z V of � SHEET NUMBER: ¢ Q Z wJ 00 0 z V Q ~_ ow _o m Lu o� ~ U 2 X U w Lu o 0 C7 V z z O — z0 Q0 Q Z NO Cr_0 ui w w DC r-1 ° N LL N d SHEET NUMBER: 0 1 OF 1 PRELIMINARY PLANNED DEVELOPMENT OVERLAY PLAN �.,, TIMBER VALLEY RUN .o,�%� IOWA CIN, IOWA PROJECT LOCATION MAP: SITE INFORMATION LOT SIZE 1681425 SF (3.87 ACRES) PAVEMENT: 481952 SF (1.12 ACRES) BUILDING: 15,317 SF (0.35 ACRES) MAXIMUM DENSITY= 15 DWELLING UNITS/ ACRE NET LAND AREA = 3.87 ACRES TOTAL DWELLING UNITS = 17 PROPOSED DENSITY = 4.39 DWELLING UNITS/ ACRE EXISTING ZONING COMMERCIAL OFFICE ZONE (CO -1) PROPOSED ZONING LOTS 1-2: OPD/CC-2 LOTS 3-12: OPD/RM-12 SETBACK REQUIREMENTS CC -2 RM -12 FRONT: 40' 40' SIDE: 0' 0/10' REAR: 0' 20' APPLICANT INFORMATION: APPLICANT: A LATTE BUZZNESS C/O MARK HOLTKAMP 4611 TIMBERLAND CT NE SOLON, IA 52333 319-594-1062 MARKH OLTKAM P@YAHOO.CO M OWNER: GREENSTATE CREDIT UNION C/O TIM RECK 2355 LANDON RD NORTH LIBERTY, IA 52317 319-899-3431 TIM R ECK@ G R E EN STATE.ORG PREPARED BY: AXIOM CONSULTANTS, LLC C/O BRIAN BOELK 60 E. COURT STREET, UNIT 3 IOWA CITY, IOWA 52240 319-519-6220 B BOE LK@AXIO M-CON.CO M KEYNOTES: PROPOSED ADA PARKING STALL GSCU KIOSK SCOOTER'S ORDER BOARD LOT LOT SIZE (SF) LOT SIZE (ACS FAR LAND USE PARKING RATIO PARKING REQUIRED PARKING PROVIDED 1 41,392 0.95 P� RESTAURANT 1 / 150 GFA 10 11 2 481340 1.11 0.07 8 (1) BEDROOM UNITS & RESTAURANT 1/ UNIT & 1 / 150 GFA 31. 31 3 DP 0.16 0.15 i 2 /UNIT ` J 1.1GUC U SUE RGA ,44 i 0.09 0.29 RESIDENTIAL 2 /UNIT 2 2 5 3,855 0.09 0.29 RESIDENTIAL 2 /UNIT 2 2 6 LINE 2 0.29 RESIDENTIAL i 2 3 7 6,486 0.15 0.17 RESIDENTIAL 2 /UNIT PROJECT 7 8 7,556 0.17 LOCATION N ' 2 /UNIT 2 6 9 31854 _ z RESIDENTIAL 2 /UNIT Z 2 10 3,854 0.09 0.29 r 2 /UNIT 2 (NOT TO SCALE) 11 9,095 1 0.21 0.12 RESIDENTIAL 2 /UNIT 2 2 12 30,273 1 0.69 SITE INFORMATION LOT SIZE 1681425 SF (3.87 ACRES) PAVEMENT: 481952 SF (1.12 ACRES) BUILDING: 15,317 SF (0.35 ACRES) MAXIMUM DENSITY= 15 DWELLING UNITS/ ACRE NET LAND AREA = 3.87 ACRES TOTAL DWELLING UNITS = 17 PROPOSED DENSITY = 4.39 DWELLING UNITS/ ACRE EXISTING ZONING COMMERCIAL OFFICE ZONE (CO -1) PROPOSED ZONING LOTS 1-2: OPD/CC-2 LOTS 3-12: OPD/RM-12 SETBACK REQUIREMENTS CC -2 RM -12 FRONT: 40' 40' SIDE: 0' 0/10' REAR: 0' 20' APPLICANT INFORMATION: APPLICANT: A LATTE BUZZNESS C/O MARK HOLTKAMP 4611 TIMBERLAND CT NE SOLON, IA 52333 319-594-1062 MARKH OLTKAM P@YAHOO.CO M OWNER: GREENSTATE CREDIT UNION C/O TIM RECK 2355 LANDON RD NORTH LIBERTY, IA 52317 319-899-3431 TIM R ECK@ G R E EN STATE.ORG PREPARED BY: AXIOM CONSULTANTS, LLC C/O BRIAN BOELK 60 E. COURT STREET, UNIT 3 IOWA CITY, IOWA 52240 319-519-6220 B BOE LK@AXIO M-CON.CO M KEYNOTES: PROPOSED ADA PARKING STALL GSCU KIOSK SCOOTER'S ORDER BOARD LOT LOT SIZE (SF) LOT SIZE (ACS FAR LAND USE PARKING RATIO PARKING REQUIRED PARKING PROVIDED 1 41,392 0.95 0.05 RESTAURANT 1 / 150 GFA 10 11 2 481340 1.11 0.07 8 (1) BEDROOM UNITS & RESTAURANT 1/ UNIT & 1 / 150 GFA 31. 31 3 7,180 0.16 0.15 RE51 DENTIAL 2 /UNIT 2 2 4 3,855 0.09 0.29 RESIDENTIAL 2 /UNIT 2 2 5 3,855 0.09 0.29 RESIDENTIAL 2 /UNIT 2 2 6 3,863 0.09 0.29 RESIDENTIAL 2 /UNIT 2 3 7 6,486 0.15 0.17 RESIDENTIAL 2 /UNIT 2 7 8 7,556 0.17 0.15 RESIDENTIAL 2 /UNIT 2 6 9 31854 0.09 0.29 RESIDENTIAL 2 /UNIT 2 2 10 3,854 0.09 0.29 RESIDENTIAL 2 /UNIT 2 2 11 9,095 1 0.21 0.12 RESIDENTIAL 2 /UNIT 2 2 12 30,273 1 0.69 - O UTLOT 0 0 0 NOTES: TOTAL: 168,425 3.87 TOTAL: 59 70 1. PER 14 -3A -4C -1a, THE ATTACHED SINGLE FAMILY UNITS WILL BE SUBJECT TO THE STANDARDS OUTLINED IN 14 -4B -4A-3 ATTACHED SINGLE-FAMILY DWELLINGS IN RM -12 ZONES. THESE STANDARDS WILL BE REVIEWED AT THE TIME OF BUILDING PERMIT. 2. A CROSS ACCESS EASEMENT SHALL BE OBTAINED BETWEEN LOTS 1 AND 2 TO PROVIDE SHARED ACCESS. 3. ATTACHED SINGLE-FAMILY SHALL DEMONSTRATE COMPLIANCE WITH THE CITY'S PRIVATE OPEN SPACE STANDARDS (14 -2S -4E) PRIOR TO ISSUANCE OF A BUILDING PERMIT. 4. OUTLOT FOR GREEN SPACE AND STORMWATER MANAGEMENT AS DEEMED NECESSARY. 2, 2023 - 4:45pm S.\PROJECT512021\210216105 Design\Ci►lil-5urvey\Plats1210215 •- PPDO.dwg �SQ-yk, �J ro r C LFA �L4o 7 o'lz •X L f11 11 S[ti� Lo N. L ♦y - ■ �; i �• � L�� 11 t` J 1 X� N. PL � � o / .- i 1• ; —1 i � r t ■ . ::-.. fes■ _ _ � ... �, ti \ \ . � ■ , I ; ` l \`\ \ ■ �` 1►,, 111 1 11 ' ' � ... I ' • \ \ � 'I 4\ \�. ► 1 , 5 112 � ^♦\�' \`I 1 ► , ' , ► 111 1 ; 11'1 . 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I I .0 ua I y, sl ,1 ►1 ,l I ,1 ,1 ,1 ,' , ; , ti VI ►, Il +I. 1 1 1 r ,> Z NLD w 1 1 ► 1 I 1 ', ► 1 ► 1 ' 1 ', y1 ', 1 15 ►` r. �+ ❑ LL w w ❑ 1 ;,, ►l, 111 1 +1, I I ,.i' Q C � � 1, 1,1 '1 ' 1 I , 1 11 l �� t✓ � Z � J ► �,+ _ a J L U z CV '- 2 W F 0 w oC w o 1'--i D = ❑ Cr Ll) a b ; LL SHEET NUMBER: r 1 ° 1 OF 1 r ❑ J �� IC A ESS ASEMENT �� ssj — r (sip ❑ J Q T tsa' (D LL LP Rg o DUBUQI}E CL (3) CJ d Q w a 1 r > yL r \ .r c } n y f '03 ; Us � l � { r \1►,',■►,1 ,,1 111 ■ ► i 111 ►► 1► \ I 1;,1,'1,1''111►',■111,11 1(�"+►,►►� , , } t ! } Z ►`►1�►1111'lll,ll�711111�1 ,1i1 1 1`,■�1■, �I r� 1\ ❑ V) 11,1 ■ ♦ ♦ { ; . r V w 11►,1! ,,11;,11;,1;',Is►',1,1; ;; , 11 Illi►, +, l;l,,lly 11 II II i4 + ♦♦ ♦ l ♦ W w 7 1 1 1 1 + 1 �`�_ - r J � n ¢ LN '111► t►, 1 1 V 1 1 1, 1' } I s f LJ _ �' 1 111 ; V''`" 11 , , , 1 + s1' i 4 • _ ---ti1 11', Q ❑ 1; ;1'►„�l,;l�lt;1,,,',1 {l ♦♦♦ •' ��.,1. , till w 1 , 4 1, 11; 1, ' 111► Iti, _ `, ' 1 , , ► ''`,'X } yOf U w Z w 1' ' ►'� ���►1 1 1 It 111 y, � ► 1 , 1, , 1 ►� �.�i ,. , 1 1 1 , ,.,� „_ +- , 1 1 L♦ ' 1 C 1, 1 , � C 1 1, 1 1 r.�'a Z� QTTj � Q � r w L' � I- J #.� ► ► 1 , 1 1 ► 1 1 ', 1 1,•� - • , 1 000 1 fl111�,� 1 1► ► 1, ► , , 1, , 1 , 1 1 1 I, 1 ! , l� I rCr o '► ►, 1, 1�1 ► 1►,1 1' 1'I;all,1 , ,► + I [i tU + , 11 , 1 , II 1 ►I 1 1 , 11 , , ► , 1 , .11 , 11 11 ,Its]} ►1 , � 1 1 1 ► ► , , 1 f '� r ', � ►, 1 1,', ; 1', 1 ','1 ', 1 }I ►I 1 , ;: l ; 1 ' 1 ' , 1 , � ' 1 ' I L.3 r V �., 1 ►, ' ' ' ►I ' ►1 11 11 ' W '; ► , ' 1 1' 1 1 1 �"'"�1 11 1 11 , 1 , 1, I � ''' 11 II 1, 1 11►,1,1', 1 ,,1, t Il 1 � II 11 11`1► 1 1 � � r 1 1 1 , ►, 1 1 1 I► 1► l, l 1 1 ► , 1 1 , I � pi r ti 1 1 ►,► 1 1 1 1' ► 1+ 1 1 11 1 '1 1' I' 1, 1 I l m1► C3) n N ', i+ 'y 11 ', , ', 1 '► 1 1 1 , 1 1 1 1 , , l► '+ , 1 ' 1 l , l �yi l � r � Q 1� 1 1 1 ► , I j, I, I, I , 1 1 1, I I I, 1 1, 1 111' _” � � f 1 I II , 'I l 1' 1 ; +I', ►, ; 1 , , ', 1 ► i, II � 1 -�` - a-- } i �' ; r f ', 11 1 ', ► ', , ', 1 , 1 ► ► }, ' ' ' 1 1 = 1 11.x' l � 'I ►I '► 11 +' ►, `' ; ►1 1 11 1 1 - I ' y+ I yl + ' ► I ►1 W J I I I 1 ► ' 1' 1, 5, 1 ; , -ll ti+ S 1'l l}} I l l � ;yr,Z �' } ,1 li ,► ►1 ►, ►1 11 ,, 11 ,1 I , , ► }I 1 , II 11 , 11 I, i y4 }1 , I '' w O 1 1, 1,. 1► 1 1 , 1 1 1 1 1► > ,n i► I r , 1, 1 1 1. , , I, I,,,,+ , s y s y s r Qw I I ► ' L 1+ 1'►' ► 1 ►►► 1 1 1 1 1 1 1 + I I+ I I r �r O_ LL I j II 1, 11 ', 11 ►, ;', ;', ', , ►1', ; II II II 1 1 1 1 1 'y II I, +` II +1 15 1 ' •'� r J � 1 1, 1 y 1 1 1 1 , 1, ,►,,, I+ 1 1 1 yl ti l ,.. I I .0 ua I y, sl ,1 ►1 ,l I ,1 ,1 ,1 ,' , ; , ti VI ►, Il +I. 1 1 1 r ,> Z NLD w 1 1 ► 1 I 1 ', ► 1 ► 1 ' 1 ', y1 ', 1 15 ►` r. �+ ❑ LL w w ❑ 1 ;,, ►l, 111 1 +1, I I ,.i' Q C � � 1, 1,1 '1 ' 1 I , 1 11 l �� t✓ � Z � J ► �,+ _ a J L U z CV '- 2 W F 0 w oC w o 1'--i D = ❑ Cr Ll) a b ; LL SHEET NUMBER: r 1 ° 1 OF 1 / v / / 1 / / I / / / f/ N DUBUQUE RD f , PRELIMINARY SENSITIVE AREAS DEVELOPMENT PLAN TIMBER VALLEY RUN IOWA CITY, IOWA PROJECT LOCATION MAP: APPLICANT INFORMATION: AREA (SF) SITE - ------------------ OR �� y PREPARED BY: A LATTE BUZZNESS d1 AXIOM CONSULTANTS, LLC CWNCF� cz �� C/O BRIAN BOELK 4611 TIMBERLAND CT NE Z i SOLON, IA 52333 NORTH LIBERTY, IA 52317 IOWA CITY, IOWA 52240 319-594-1062 319-899-3431 319-519-6220 OR TIMRECK@GREENSTATE.ORG BBOELK@AXIOM-CON.COM 3. THERE ARE NO IMPACTS TO WOODLANDS AS DEFINED F INDUBUCUE RD ON FULL SITE CLEARING IN 2006, THERE IS LESS THAN 2 ACRES OF DEFINED "WOODLANDS" AND "GROVE OF TREES" DUE TO CONTIGUOUS AREA AND SIZE OF TREE i PROJECT � LOCATION z N z Z Y a z (NOT TO SCALE) -' m APPLICANT INFORMATION: LEGEND: AREA (SF) SITE APPLICANT: OWNER: PREPARED BY: A LATTE BUZZNESS GREENSTATE CREDIT UNION AXIOM CONSULTANTS, LLC C/O MARK HOLTKAMP C/O TIM RECK C/O BRIAN BOELK 4611 TIMBERLAND CT NE 2355 LANDON RD 60 E. COURT STREET, UNIT 3 SOLON, IA 52333 NORTH LIBERTY, IA 52317 IOWA CITY, IOWA 52240 319-594-1062 319-899-3431 319-519-6220 MARKHOLTKAMP@YAHOO.COM TIMRECK@GREENSTATE.ORG BBOELK@AXIOM-CON.COM 3. THERE ARE NO IMPACTS TO WOODLANDS AS DEFINED BY 14-9E-1 IN THE CITY CODE. BASED LEGEND: AREA (SF) SITE EXISTING CONTOUR -INDEX IIb - CONTOUR - INTERMEDIATE 5,622 SENSITIVE AREAS AREA STEEP SLOPE (18-25%) 100% MPACTED STEEP SLOPE AREA (SF) (18-25%) --- - -- CRITICALSLOPE (2540%) 68% IMPACTED CRITICALSLOPE .%--- (25-40%) STEEP SLOPES (PRIOR TO DEVELOPMENT) UMITSOFCONSTRUCTION 100% NOTES 1. CRITICAL SLOPE CALCULATION AREA (SF) PERCENTAGE IMPACTED SLOPES 16,430 75% NON -IMPACTED SLOPES 5,622 25% CRITICAL SLOPES (PRIOR TO DEVELOPMENT) 22,052 100% 2. STEEP SLOPE CALCULATION AREA (SF) PERCENTAGE IMPACTED SLOPES 47,983 68% NON -IMPACTED SLOPES 22,629 32% STEEP SLOPES (PRIOR TO DEVELOPMENT) 70,612 100% 3. THERE ARE NO IMPACTS TO WOODLANDS AS DEFINED BY 14-9E-1 IN THE CITY CODE. BASED ON FULL SITE CLEARING IN 2006, THERE IS LESS THAN 2 ACRES OF DEFINED "WOODLANDS" AND "GROVE OF TREES" DUE TO CONTIGUOUS AREA AND SIZE OF TREE DIAMETERS. � it z/-) , N �v� z� 0 J m �Zoy " x Oz u� 0 X Q w 3 3 0 30 60 w ~a w Z V) } WLu Z � Q N O m Of W Z W a z m Ol Q ¢ I— Q w O00 C G 0 z w J �— rl ❑ < z Q a H z W 2 a O W Z W pcr ¢ z 0 Lu Q o d Y U U w Lu D Q o N W Z LD O U .. a °z r -I N z w Z W G O e H [) N to 0 N LL SHEET NUMBER: ° 1 OF 1 ►7 F 03-SJM A / 5-SJM' US -SM U5 -SM ,01 -LT -CO \ \ 05-8JM 0 MM ��.. 02 -SR _ — — J \ - -`O6-SM 0 \ 04 -CA 3 -LP 04 -CA 04 -RT i / 035J 03 -SJ 01 -SR \ f 05-CA00 \� 03 -LP &SM 03 -CA �\ A\ 01 -SR 01 SR _ \' 03 -LP 10 -GA I \ 01-L 03 -LP 03 -LP 03 -LP 03 -LP J�. 01 -SR 04 -SJ I 04SJ '03 -TM \ \ 06 -SM \ \ 01 -SR 04 -RT V A 05 -BJ V u 0 S� 01 -Co 9 ZZ \ \ \ 01-5 01 SR 01 -SR 08 -CA 7� 03 -SM\ \ \ \ \ 03 -LP 03 -LP D3 -LP 03 -LP 03 -LP I 03 -LP \ 01 -CO \ \ \ 02 -SJ 04 -SJ 04 -SJ F \ \ 04 -SM 03-SJM 04 -SM _- _- WSANIT RYSEINFRE�SEfl[IENT--- - - - - -- --- �- L� 01 -LT oasm a N SCOTT BOULEVARD LANDSCAPELEGEND: O PROPOSED DECIDUOUS TREE PROPOSED DECIDUOUS UNDERSTORY (JAPANESE TREE LILAC) DECIDUOUS SHRUB �G ORNIMENTAL GRASSES (KARL FOERSTER) may EVERGREEN SHRUB 0 EXISTING TREE XEXISTING IMPACTED TREE G5 -SR ID QTY. BOTANICAL/COMMON NAME MAT. SIZE ROOT SPACING Q N o W >' NOTES a DECIDUOUS TREES Lu 0 \ o Z o0 N > 01 -CO \ \ O U CO SR 22 Syringo Reticulata Lu 25' H X 20' W G BB SEE PLAN / MIN. OF 1.5' TRUNK 0 1- DIAMETER AT 6" ABOVE GRADE O s /L 6 JAPANESE TREE LILAC V 01 -CO /Q ° w O IZour /f (z) /v. CO 7 Celtis Occidentalis 50' H X 40-60' W BB SEE PLAN MIN. OF 1.5' TRUNK DIAMETER AT 6" ABOVE GRADE HACKBERRY LT 7 LiNodendron Tulipifero 60' H X 40' W BB SEE PLAN MIN, OF 1.5" TRUNK DIAMETER AT 6" ABOVE GRADE TULIP TREE DECIDUOUS SHRUBS LP 39 Spiraea japonica 'Wolbumo' 1-2' H X 2-3' W 2 GAL. SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED MAGIC CARPET Si 40 Spiraea japonica 'Little Princess' 4-5' H X 5-7' W 2 GAL. SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED LITTLE PRINCESS SPIREA SM 55 Syringo Meyeri 'Palibin' 4-5' H X 5-7' W 2 GAL SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED DWARF KOREAN LILAC SJM 27 Spiraea Japonica 4-5' H X 5-7' W 2 GAL SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED JAPANESE MEADOWSWEET RT 8 Rhus typhina STAGHORN SUMAC 15-25' H X 20-30' W 3 GAL. SEE PLAN MIN. OF 36" HEIGHT WHEN PLANTED EVERGREEN SHRUBS TM 8 Tows x media 'Hatfieldii 10-15' H X 5-10' W 3 GAL. SEE PLAN MIN. OF 36" HEIGHT WHEN PLANTED HATFIELD YEW ORNEMENTAL GRASSES CA 38 Colomogrostis x acutrNoro 'Karl Foerster'3-5' H X 2-3' W 2 GAL. SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED Foersters Feather Reed Grass ALL PLANTS NURSERY MATCHED, QUALITY SPECIMEN; PLANS SHALL SUPERCEDE PLANT COUNTS o 01 -LT z Cr oC LL1 U Q N o W >' w a z ILLI Lu 0 \ o Z o0 N > 01 -CO \ \ O U CO Z O U Lu -I U $ G 0) z G o1 -Lr / W � Z w 0 1- rl O s /L 6 V 01 -CO /Q ° w O IZour /f (z) /v. z z Cr oC LL1 U Q N o W >' w a z ILLI Lu Q J o0 N > V) a CO Cz Lu U Lu -I U $ G 0) z G z Q z J � o=g 0 �_ Z w 0 1- rl _ Q 6 V z O z o oC LL1 U Q o Y U a Lu L o0 V) a z Or N -I U $ z z G O � o=g 0 �N SHEETNUMBER: ° L1.00 Attachment 4: 2008 Concept approved with CO -1 rezoning RDP TOTAL STEEP SLOPES: 20,283 SF DISTURBED SLOPES= 6,960 SF = 34% TOTAL CRITICAL SLOPES: 56,256 SF DISTURBED CRITICAL SLOPES: 13,580 SF = 24% 6,200 SO FT/FL (SOUTH WING) + 5,065 SO FT/FL (NORTH WING) 11,265 SF/FL X 3 = 33.795 SO FT. )%<t,)PARKING REQUIREMENT: 33,795 SF OFFICE 9 1 PARKING SPACE/300 SF – 113 1 REQUIRED PARKING SPACES = 113 R PARKING SPACES SHOWN = 113 -STACKING SPACES SHOWN = 19 IL —0fL 0 SQ FT (3 FLO C.065 SQ (3 FLOORS) qV Svc OPY 18 SPACES SETBACK EASEMENT 09 PROPERTY LIN S3SCR MR G� sa 95 SPACES Z -_-,,-OBD E ---------- R (;,9 o. 25' 50' 100' SCALE Summary Report for Good Neighbor Meeting Attachment 5 � r CITY OF IOWA CITY Project Name: Timber Valley Run Project Location: SW Corner N Dodge Street and N Scott Blvd Meeting Date and Time: October 6, 2022 @ 6:00 p.m. Meeting Location: Shimek Elementary School Names of Applicant Representatives attending: Mark Holtkamp - Applicant Brian Boelk, Rob Decker, Allison Wagner - Axiom Consultants Names of City Staff Representatives attending: Anne Russet Number of Neighbors Attending: 3 Sign -In Attached? Yes X No General Comments received regarding project (attach additional sheets if necessary) Questions regarding types of buildings proposed - SF of commercial, price point of residential units, number of stories (height) Asked what intended timeline is for construction Questions about process and next steps for rezoning Concerns expressed regarding project (attach additional sheets if necessary) - Impacts to sensitive areas Impacts to traffic and intersection of N Dodge and N Scott Will there be any changes made to the proposal based on this input? If so, describe: No real concerns or objections that necessitated changes to the plans or rezoning. Staff Representative Comments AxIOMCONSULTANTS CIVIL • STRUCTURAL • MECHANICAL • ELECTRICAL • SURVEY • SPECIALTY MEETING MINUTES October 6th, 2022 JOB NAME: Scooter's JOB NUM: 21-0219 TIME: 6:00 p.m. LOCATION: Shimek Elementary School CLIENT PM: Mark Holtcamp AXIOM PM: Rob Decker Brian Boelk, Rob Decker, Mark Holtcamp, Allison Wagner, Anne Russett, Sharon Thirtyacre (Moss ATTENDEES: Farms), Laura Hyer (Hickory Heights), Mark Renshaw (Hickory Heights). MEETING STAGE: Rezoning Documents and Conceptual Plan MEETING NARRATIVE: Laura Hyer 41 Hickory Heights Lane o How many SF of commercial? ■ Lower 3,000 SF — BB & MH o Concern about impacting protected slopes and sensitive areas, when they are unable to do similar activities in their backyard. ■ Explained requirements and restrictions with impacting slopes. - BB o What is the price point on residential? (about `brownstones') ■ Nicer finish, higher end. $350,000+ not sure if rental or owner occupied. - MH o Will they be one story? ■ Two story from street level o What will the height of commercial building be? Concerns about cohesiveness with surrounding buildings and uses. Does not think commercial blends at all. ■ No plans yet, at least two. — BB & MH o Timeline for construction? ■ Scooters in spring 2023 as phase 1. — MH o What are the next steps in process? ■ Rezoning application, will take around 4 months, residents will receive another notice. — AR Sharon Thirtyacre 1424 Bristol Dr. o Concerns with traffic impact at intersection ■ Explained traffic study and various factors that went into evaluation. New turn lane would be constructed to handle extra volume. Numbers used in study were conservative so no issues are anticipated. — BB Mark Renshaw 72 Hickory Heights Lane o Asked about different buildings and their intended uses. Concerns about traffic impact. Inquired about rezoning process and schedule for construction. ■ Explained rezoning process and what anticipated phase 1 of project would be. — AR & RD AxIOMCONSULTANTS CIVIL • STRUCTURAL • MECHANICAL • ELECTRICAL • SURVEY • SPECIALTY Scooter's Coffee N Dodge Street/Hwy 1 and N Scott Blvd, Iowa City AXC 210216 GOOD NEIGHBOR MEETING ATTENDANCE SIGN -IN DATE: Thursday, October 6, 2022 @ 6-7:30 pm NAME ADDRESS EMAIL Sharon Thirtyacre 1424 Bristol Drive, Iowa City Laura Hyer 41 Hickory Heights Lane, Iowa City Mark Renshaw 72 Hickory Heights Lane, Iowa City 60 East Court Street #3, Iowa City, IA 52240 1 319.519.6220 www.axiom-con.com 1901 16th Ave. SW #3, Cedar Rapids, IA 52404 1 319.519.6220 Page I 1 110 WIN ANDERSON BOGERT Attachment 6 4001 River Ridge Drive NE Cedar Rapids, IA 52402 Office: (319) 377-4629 Fax: (319) 377-8498 Scooter's Coffee Iowa City Corner of Scott Blvd and Dodge Street Iowa City, Iowa Traffic Impact Study September 9t", 2022 Prepared for: Brian Boelk, P.E., Owner, Axiom Consultants Prepared By: Anderson -Bogert Engineers and Surveyors, Inc. Jacob M. Sprengeler, P.E., ENV SP ABES Project Number: 222041 QA/QC: Jeffrey C. Morrow, P.E. I hereby certify that this Engineering document was prepared by me or under my direct personal supervision and that I am a duly Licensed Engineer under the laws of the State of Iowa. Jacob . S' e�igeler1 P.E. Iowa Regist ation No. P27485 2 Exp. Date: 12/31/2023 EXECUTIVE SUMMARY This study was completed in order to determine the traffic impacts resulting from a proposed mixed-use commercial, coffee shop, and residential development on the southwest quadrant of the intersection on Dodge Street at Scott Boulevard. The proposed development was assumed to be completed by 2023. For analysis purposes, the entire site will be occupied and operational upon opening day in 2023. The existing land is undeveloped vacant space. As such, rezoning will be required. The proposed development contains the following features and ITE Land Uses: • 220: Multifamily Housing (Low Rise) —10 Townhouse Dwellings • 231: Mid -Rise Residential with 1St -Floor Commercial — 8 Dwelling Units • Various Commercial Uncategorized — 2,900sf 1St -Floor commercial • 937: Coffee/Donut Shop with Drive -Through Window — 30 Seats,1,900sf The study area does not exhibit a statistically significant crash rate since 2017. Most crashes observed were property damage only. The majority of crashes involved vehicles traveling in the same direction (rear -end and sideswipe), which has helped to limit injury and fatality crashes at this location. The development will generate an estimated 154 trips during the AM peak, and 81 during the PM peak. Of these, about 20% will be newly generated trips. The remaining 80% will likely be existing pass -by trips from commuters going from one place to another. Generally, the intersection on Dodge Street at Scott Boulevard operates at acceptable Level of Service during the peak hours. On opening day, the intersection will experience an overall delay increase of a few seconds. Larger changes may be felt for particular movements upon signal optimization. All will continue to operate acceptably upon opening day. The proposed site driveways intersections appear to be placed and spaced adequately per current engineering practice. We recommend installation of a south eastbound -right - turn bay be considered on opening day in response to existing traffic crash history in the area. The proposed site contains some multimodal deficiencies which should be addressed. Internal pedestrian facilities, accessible routes, and ADA parking should be refined. BACKGROUND AND SUMMARY This study was prepared to evaluate possible impacts resulting from a proposed mixed- use development on the southwest quadrant of the intersection on N Dodge Street (Highway 1) at Scott Boulevard (the development, site). This report assumes that design and construction will be completed in 2023, and fully occupied. Based on input from the governing traffic authority (MPOJC), the report generally includes the following: • Summary and analysis of existing conditions, including capacity analysis at the following locations: o Intersection of Dodge Street and Scott Boulevard o Intersection of Scott Boulevard and N Dubuque Road (includes signal warrant analysis) o Any other proposed site access points • Determination of Appropriate Zoning and Zoning Land Use • Determination of appropriate ITE Trip Generation Land Use Code • Determination of development trip generation • Trip distribution and assignment • Summary and analysis of proposed opening day (2023) conditions, including capacity analysis and signal warrant analysis as denoted above under existing conditions • Review of overall site plan, access points, and general multimodal considerations • Recommendation on adjustments and/or mitigation strategies for the proposed development and adjacent roadway network Anderson -Bogert previously completed a traffic study for the MPOJC along Dodge Street. This report will utilize this previous data, analysis, and assumptions for this previous project to help maintain a sense of analytical consistency for MPOJC. Counts for 2018 were provided by MPOJC to the client from 2018. The previous study had counts on Dodge Street from 2021, and were utilized in order to maintain consistency with previous work. PROJECT DETAILS The project owner has planned a new development at the southwest corner of N Dodge Street (Highway 1) and Scott Boulevard in Iowa City, Iowa. The site contains both commercial and residential components. The proposed development consists of the following features: 10 Townhouse Dwelling Units (ITE Land Use 220: Multifamily Housing [Low Rise] • 8 Dwelling Units above 1St Floor Commercial (ITE Land Use 231: Mid -Rise Residential with 1St -Floor Commercial) 2,900 square -feet of mixed commercial use 1St Floor — Various possible tenants — unknown by project owner at the current time. • A commercial coffee shop containing 1,900 square -feet and 30 customer occupancy (ITE Land Use 937: Coffee/Donut Shop with Drive -Through Window) A plan view of the proposed development is provided below in Figure 1. The development will be slated for construction and completion in 2023, and will be assumed to be fully occupied at the time for the purposes of this study. Figure 1- Proposed Development 5 EXISTING CONDITIONS AND CRASH HISTORY The site is currently vacant and undeveloped land. Figure 2 below shows an aerial image of the existing site. Located directly across Scott Boulevard is an active city fire station. As of August 2022, the property is zoned C01: Commercial Office. The proposed retail and residential use does not appear to be consistent with the existing zoning. A change in zoning will be required. This proposed change in zoning has been provided on the attached site plan at the end of this report. The developer suggests splitting the property into multiple zones based on the anticipated uses. CC -2 (Commercial Office Zone), MU (Mixed Used and RM -20 (Medium Density Multi -Family Residential) zonings have been provided for this development. According to the current Iowa City Code, these zonings appear consistent with the proposed land uses. The peak hour parameters for the area are as follows: • AM Peak: 7:15 — 8:15 o PH F: 0.87 o Heavy Vehicles: 5% • PM Peak" 4:30 — 5:30 o PH F: 0.95 o Heavy Vehicles: 3% Figure 2 - Existing Site A summary of the street network adjacent to the proposed development is provided below in Table 1. Table 1- Adjacent Roadway Network The Iowa Department of Transportation (IDOT) maintains an online database of reported crash data throughout the State of Iowa. Using this Iowa Crash Analysis Tool (ICAT), the development area was queried from 2017 to present day. A summary of crashes within the project area is provided in Table 2. Table 2 - Crash Analysis Summary — Scott Boulevard at Dodge Street and Dubuque Road One estimate of intersection safety is intersection crash rate. An intersection crash rate measures number of crashes per million entering vehicles (MEV). The IDOT has published statewide crash statistics over the past decade or two. They have also published an average intersection crash rate report from a previous comprehensive study completed in the mid -1980's. It suggests that the average intersection crash rate in the State of Iowa is around 0.9 crashes/MEV for an intersection between primary arterial and city street. The statistical 95% confidence interval was 1.8. A statistically significant crash rate is thus 2.7 crashes/MEV. 49 of these total crashes occurred within the signalized intersection of N Dodge Street and Scott Boulevard. Using the average Dodge Street AADT and Scott Boulevard AADT provided in Table 1, the intersection crash rate is calculated as 0.88. This rate is still well below that of statistical significance. Out of all crashes, none resulted in serious injury or Major Road Minor Road Control Type Operation N Dodge Street Scott Signalized Uncoordinated Hi hwa 1 Boulevard N Dubuque Scott Boulevard Street TWSC N/A The Iowa Department of Transportation (IDOT) maintains an online database of reported crash data throughout the State of Iowa. Using this Iowa Crash Analysis Tool (ICAT), the development area was queried from 2017 to present day. A summary of crashes within the project area is provided in Table 2. Table 2 - Crash Analysis Summary — Scott Boulevard at Dodge Street and Dubuque Road One estimate of intersection safety is intersection crash rate. An intersection crash rate measures number of crashes per million entering vehicles (MEV). The IDOT has published statewide crash statistics over the past decade or two. They have also published an average intersection crash rate report from a previous comprehensive study completed in the mid -1980's. It suggests that the average intersection crash rate in the State of Iowa is around 0.9 crashes/MEV for an intersection between primary arterial and city street. The statistical 95% confidence interval was 1.8. A statistically significant crash rate is thus 2.7 crashes/MEV. 49 of these total crashes occurred within the signalized intersection of N Dodge Street and Scott Boulevard. Using the average Dodge Street AADT and Scott Boulevard AADT provided in Table 1, the intersection crash rate is calculated as 0.88. This rate is still well below that of statistical significance. Out of all crashes, none resulted in serious injury or fatalities. About 11% of crashes resulted in minor or unknown injuries. The predominant manner of crashes for the study area were sideswipe and rear -end. The ICAT crash characteristics report is provided at the end of this document. The largest fraction of crashes occurs in the PM peak between 4 PM and 6 PM, evenly distributed throughout the weekdays. 75 percent of the crashes occurred in dry conditions, under clear or cloudy weather. South of the intersection on Scott Boulevard between N Dodge Street and N Dubuque Road, the predominant mode of crash is a same -direction sideswipe. This likely can be attributed to the fact that the inner southeastbound lane terminates with a left -turn lane onto N Dubuque Street. During a previous corridor study by Anderson -Bogert in 2021, it was noted that the majority of southwestbound left -turn traffic queues in the interior of the two southwestbound left -turn bays on Dodge Street. The few vehicles that choose to enter the exterior left -turn bay were often observed heavily accelerating through the intersection in an attempt to merge into the second receiving southeastbound through lane on Scott Boulevard. This reckless driving, combined with the second lane termination contribute to an increase in sideswipe/rear-end crashes in this location between Dodge Street and Dubuque Road. PROPOSED CONDITIONS, TRIP GENERATION, AND ASSIGNMENT Trip Generation The proposed land use requires the use of 3 separate ITE land use codes: • 220: Multifamily Housing (Low Rise) -10 Townhouse Units • 231: Mid -Rise Residential with 1St -Floor Commercial — 8 Apartment Units above commercial development • Uncategorized: commercial space for future commercial development — 2,900 GFA • 937: Coffee/Donut Shop with Drive -Through Window —1,900 GFA The following trip generation table is shown in Table 3. Table 3 - ITE Trip Generation Based on the characteristic of this coffee shop proposal, using an assumed 30 seats appeared to be the most reasonable estimator when compared with other methods such as floor area. The 1St Level commercial area had no specific tenants at the time of this report. Several land use categories including things such as restaurants, apparel stores, health/fitness club, value (dollar) store, and drinking establishment were referenced. In an attempt to better represent any given tenant, average generation rates around 2.7 trips/1,000 square -feet and 8 trip-ends/1,000 square -feet for commercial were assumed. In total, the site could generate about 154 AM trip -ends and 81 PM trip -ends. It is important to note that not all of these trips will likely be newiygenerated trips. For a coffee shop, the majority of patrons to the site will be pass -by trips. Pass -by trips are satisfied by vehicles already in the traffic stream on the adjacent roadway prior to development, but elect to stop in for coffee on the way to their original destination. The Trip Estimated Site Trip Generation Scooter's Scooter's Coffee Coffee, Townhouses, Commercial Iowa City Ist Floor with Apartments Above Peak Hour of Adjacent Street *Mid -rise with Commercial: Combined Eq: AM Peak PM Peak (2.65xKSF)+(0.03*Units)+5.2 VPH VPH ITE 10th Edition Trip Generation Estimates Land Use Code Units Quantity In Out In Out Multifamil Housing Low -Rise 220 Units 10.0 1 4 5 3 Mid -Rise Residential with 1st -Floor 231 *See Above 2.9/8 4 9 9 4 Commercial Coffee/Donut Shop with Drive- 937 Seats 30.0 67 61 16 20 Through Window 1st Level Commercial N/A 1000SF 2.9 5 3 13 10 Total 1 77 77 43 37 154 81 Based on the characteristic of this coffee shop proposal, using an assumed 30 seats appeared to be the most reasonable estimator when compared with other methods such as floor area. The 1St Level commercial area had no specific tenants at the time of this report. Several land use categories including things such as restaurants, apparel stores, health/fitness club, value (dollar) store, and drinking establishment were referenced. In an attempt to better represent any given tenant, average generation rates around 2.7 trips/1,000 square -feet and 8 trip-ends/1,000 square -feet for commercial were assumed. In total, the site could generate about 154 AM trip -ends and 81 PM trip -ends. It is important to note that not all of these trips will likely be newiygenerated trips. For a coffee shop, the majority of patrons to the site will be pass -by trips. Pass -by trips are satisfied by vehicles already in the traffic stream on the adjacent roadway prior to development, but elect to stop in for coffee on the way to their original destination. The Trip Generation Handbook, 3'd Edition published by ITE provides data and relationships on pass -by trips. Appendix E shows that up to 85%-90% of coffee shop trip -ends are pass -by trips. As a result, these trip -ends are not additive to the existing traffic stream. The Appendix E data was based on coffee shops without indoor seating. This study conservatively assumes that 80% of generated trips for the coffee shop will be pass -by, and 20% of generated trips will be new. The non -pass -by trip -ends generated by the site are 52 AM trip -ends and 51 PM trip -ends. Trip Distribution and Assignment Generally, the trips were distributed according to the surrounding roadway network and density of commercial and residential development in the area. The majority of traffic will access the site via Highway 1 to the north of the site. Vehicles will generally originate or be destined for Iowa City (via southbound Dodge Street/Highway 1) and Cora lviIle/Cedar Rapids via 1-80 and 1-380 (via northbound Dodge Street). A small portion of traffic will access the site from Scott Boulevard to the south or from N Dubuque Street to the east. The majority of the generated trips will likely be pass -by trips already on the network. The distributions for pass -by trips and newly generated trips are assigned separately. The resulting trip distributions are provided in Figures 3 and 4. The resulting trip assignment is provided in Figure 5. For the purposes of this study, it was assumed that the trips between the residential portion and commercial portion of the development will be negligible. Due to the quantity of anticipated residential trips generated, it is also assumed that trips from the residential portion to N Dubuque Road will be negligible. M 11 kwF- 0�1 N ��s 0 O "J �O 0 0 ROPD 1111117 o � N DUg�ODE COMMERCIAL ✓ LAND USES 937, 231, N/A < o AM: 22 IN 25 OUT 10% PM: 25 IN 18 OUT 4 o 30%(30%) W 0 O o J W 0 O Ilk AL LAND I USE DENT1220 4m Io AM: 1 IN 4 OUT o 70%(�0%)� PM: 5 IN 3 OUT o 30%(30%) N O O o �W � O W O DRAWN BY: JMS® APPROVED BY: JCM ®ERSON 13® K FIGURE 3 NEW TRIP DISTRIBUTION DATE: SEPTEMBER 2022 - AM (PM) 11 kwF- N OGF' O� 0 N DUg�O�E ROPD OD 1111117 COMMERCIAL LAND USES 937, 231, N/A AM: 54 IN 48 OUT PM: 13 IN 16 OUT r 50%(48%) RESIDENTIAL LAND USE 220 N C7 O G DRAWN BY: JMS FIGURE 4 APPROVED BY: JCM ANDERSON ®CERT PASS -BY TRIP DISTRIBUTION DATE: SEPTEMBER 2022 FOR LAND USE 937 12 k� J J �! r J Off' O� N J J J N pUBpOpE ROPp COMMERCIAL LAND USES 937, 231, N/A AM: 76 IN 73 OUT(�3) PM: 39 IN 34 OUT 2� (e) N N Co J \\y RESIDENTIAL LAND USE 220 AM: 1 IN 4 OUT PM: 5 IN 3 OUT /y o 0 0 c x (x) � x (x) NEW TRIPS x(x) PASS—BY TRIPS DRAWN BY: JMS FIGURE 5 APPROVED BY: JCM ANDERSONOMBOGERT TRIP ASSIGNMENT DATE: SEPTEMBER 2022 AM (PM) 13 TRAFFIC COUNTS AND CAPACITY ANALYSIS The current standard of representing the operating conditions for a roadway or intersection is the Level of Service (LOS). Per the Highway Capacity Manua/ (HCM), the following descriptions are given for various LOS. Table 4 - LOS Level of Service General Operating Conditions A Free Flow B Reasonably Free Flow C Stable Flow D Approaching Unstable Flow E Unstable Flow F Forced or Breakdown Flow Typical standards of design depend on roadway classification. Typically, acceptable LOS is LOS D and above for long-term design. LOS F is considered unacceptable under current or future conditions. Analysis of Existing Conditions Existing traffic counts were collected by MPOJC and provided to Anderson -Bogert. Existing data on Dodge Street was from 2021 whereas Scott Boulevard at Dubuque Road was from 2018. The counts from 2021 were assumed to be more reflective of current daily conditions. The existing counts at Scott Boulevard and N Dubuque Roadway were adjusted to balance with previous studies at Scott Boulevard and Dodge Street. For the purposes of this study, an observed or projected traffic movement was rounded up to a minimum of 5 vehicles per hour. Existing analysis geometrics and volumes are provided below in Figures 6 and 7. 14 1 Cedar Rapids \ Marion \ www.anderson-bogert.com l P �O anti N `nJ 5 A� h1�g 0a Off' O� �O STAE 10N �ea1 OPO N' �e) N DUgOOOE R `J N C7 O G DRAWN BY: JMS® FIGURE 7 APPROVED BY: JCM ®ERSON — 13® KT EXISTING ANALYSIS VOLUMES DATE: SEPTEMBER 2022 AM (PM) 16 kwF- Under existing conditions, the signalized intersection on Dodge Street at Scott Boulevard operates at LOS (Level of Service) B during the AM peak, and C during the PM peak. The most critical movements appear to be the northeast through and the southwest left -turn movements, which directly conflict. It was noted that the southwest left dual turning lanes are not equally utilized. Because the inner southbound lane on Scott Boulevard immediately terminates in a left -only onto Dubuque Road, the majority of traffic uses the outer southbound left lane. A few vehicles use the inner lane, and end up "racing" or needing to make a merging maneuver once through the intersection. This was discussed previously within the crash analysis section. Table 5 - Existing Signalized Capacity Analysis at Scott Blvd and Dodge Street During the AM peak, all movements except the southwest -bound leg experience 95 percentile queues below 100 feet. The southwestbound leg sees extended queues several hundred feet for both the left and through movements. In the PM peak, queues are typically longer, at or below about 125 feet for all legs except the southwestbound-left movement which is just over a hundred feet shorter than the AM peak. Under existing conditions, the intersection of N Dubuque Road and Scott Boulevard operates as a 3 -way unsignalized intersection with stop control on the Dubuque Road approach. From the existing counts, the nearby ACT commercial facility to the east appears to contribute a large portion of traffic during both peak hours. The ACT trips in for the AM peak, and trips out for the PM peak are evident in the observed traffic counts. 17 SignalizedSynchro Conditions Dodize Street HWYl AT SCOTT BOULEVARD AM PM VOLUME (VEH) DELAY (SEC/VEH) �95TH-% QUEUE(FT) LOS VOLUME (VEH) DELAY (SEC/VEH) 95TH-% QUEUE (FT) LOS Scott Boulevard SOUTHEASTBOUND L-1 20 20.4 24 C 15 31.9 26 C T-1 9 15.9 16 B 10 26 23 C R 5 5 NORTHWESTBOUND L 53 79 T-1 7 22.8 55 C 13 42 99 D R-1 425 3.1 46 1 A 544 11.2 264 B Dodge Street NORTHEASTBOUND L-1 5 32 15 C 5 27.6 10 C T-2 175 17.6 85 B 430 30.9 193 C R 63 94 SOUTHWESTBOUND L - 2 432 43.6 #571 D 467 27.3 #428 C T-1 383 10.6 293 B 293 11.9 235 B R-1 8 0 1 1 A 22 0 A OVERALL t 19.3 1 1 B 22 C # =queue m = metered by upstream signal may exceed distance shown and available storage During the AM peak, all movements except the southwest -bound leg experience 95 percentile queues below 100 feet. The southwestbound leg sees extended queues several hundred feet for both the left and through movements. In the PM peak, queues are typically longer, at or below about 125 feet for all legs except the southwestbound-left movement which is just over a hundred feet shorter than the AM peak. Under existing conditions, the intersection of N Dubuque Road and Scott Boulevard operates as a 3 -way unsignalized intersection with stop control on the Dubuque Road approach. From the existing counts, the nearby ACT commercial facility to the east appears to contribute a large portion of traffic during both peak hours. The ACT trips in for the AM peak, and trips out for the PM peak are evident in the observed traffic counts. 17 Overall, the intersection operates at good LOS during both peak hours. The westbound leg experiences between 10-20 seconds of delay, but queues less than one vehicle in length. Based on the existing hourly volumes, the intersection at Dubuque Road and Scott Boulevard satisfies criteria for a signal warrant during the PM peak hour for warrants 1, 2, and 3. However, satisfying criteria for 1 hour is not enough alone to fully satisfy a signal warrant. Furthermore, the signal at Dodge Street and Scott Boulevard is in very close proximity, and helps to meter traffic at the Dubuque Road intersection to an extent. Table 6 - TWSC Capacity Analysis at Dubuque Road and Scott Boulevard W Synchro e Conditions Scott Boulevard at N Dubuque Road and Commercial Entrance AM PM VOLUME (VEH) DELAY (SEC/VEH) 95TH-% VEH E LOS VOLUME (VEH) DELAY (SEC/VEH) 95TH-% UEU (VEH E LOS Scott Boulevard SOUTHEASTBOUND L-1 170 9.5 0.7 A 24 8.5 0.1 A T-1 334 0 0 A 547 0 0 A NORTHWESTBOUND T-2 479 0 0 A 471 0 0 A R 5 0 0 A 5 0 0 A Dubuque Road SOUTHWESTBOUND L-1 5 35.2 0.1 E 5 0.1 23.1 C R-1 6 10.1 1 0 B 165 0.9 1 11.3 B OVERALL 1.9 1 A 1.8 A # =queue m = metered by upstream signal may exceed distance shown and available storage W Proposed Conditions Analysis The proposed roadway network is pictured below in Figure 8, and analysis volumes in Figure 9. Figure 8 - Proposed Network W 1111117 COMMERCIAL LAND USES 937, 231, N/A RESIDENTIAL LAND USE 220 N OU\JQUE ROPE DRAWN BY: JMS® FIGURE 7 APPROVED BY: JCM ®ERSON 13®C K OPENING DAY ANALYSIS VOLUMES DATE: SEPTEMBER 2022 - AM (PM) 20 kv DODGE STREET AND SCOTT BOULEVARD Under opening day conditions and optimized timing, the intersection at Dodge Street and Scott Boulevard operates at acceptable LOS B and C during the peak hours. The proposed signal timing will continue to operate as actuated -uncoordinated. The maximum splits were maintained as less than the required pedestrian interval for several movements. Typically, maximums should accommodate pedestrian intervals. However, the low amount of pedestrian traffic and excessive delay caused by increasing the cycle length or taking time from the critical movements is enough to merit shorter splits. The traffic model provides that 95th percentile queues will be around 100 feet on northbound Scott Boulevard at Dodge Street. Since the Dubuque Road intersection and proposed commercial drive are over 300 feet from the signal, queues extending southward to this intersection are not expected to be a regular occurrence. Queueing through the fire station driveway is also not anticipated. With the proposed traffic, we find that the existing signal will generally continue to operate similarly to existing conditions provided timings are reoptimized. Table 7 - Opening Day Signalized Analysis s Synchro Signalized Control Analysis - Opening Day Conditions Dodge Street HWYl AT SCOTT BOULEVARD AM PM VOLUME (VEH) DELAY (SEC/VEH) �95TH-% QUEUE(FT) LOS VOLUME (VEH) DELAY (SEC/VEH) 95TH-% QUEUE (FT) LOS Scott Boulevard SOUTHEASTBOUND L-1 20 29.8 34 C 15 31.9 26 C T-1 9 23.7 23 C 10 26 23 C R 5 5 NORTHWESTBOUND L 61 84 T-1 7 32.7 88 C 13 42.3 104 D R 1 437 4.7 93 A 554 11.6 227 B Dodge Street NORTHEASTBOUND L-1 5 45.4 19 D 5 28 10 C T-2 175 29.8 132 C 430 30.8 198 C R 66 104 SOUTHWESTBOUND L - 2 445 29.3 415 C 479 28.8 #454 C T-1 383 9.7 272 A 293 12.1 238 B R-1 8 1 0 A 22 0 A OVERALL 18.1 B 22.5 C # =queue m = metered by upstream signal may exceed distance shown and available storage s SCOTT BOULEVARD AND N DUBUQUE ROAD / PROPOSED COMMERCIAL ENTRANCE Under opening day conditions, the intersection of Scott Boulevard at N Dubuque Road will become a 4 -leg intersection. As discussed below, the intersection was analyzed including a southeastbound-right turn bay into the site. Scott Boulevard will operate freely, while the proposed site entrance and Dubuque Road legs will be stop controlled. The intersection continues to satisfy criteria for signal warrants 1,2, and 3 during the PM peak, and also satisfies criteria for warrant 1B during the AM peak. No right -turning volume auxiliary lane warrant criteria are satisfied for Scott Boulevard. Exhibit 1 below shows the right -turn bay volume warrants. Exhibit 1- Southeastbound-Right Volume Warrants (AM Above, PM Below) Figure 2 - 6. Guideline for determining the need for a major -road right -turn bay at a two-way stop -controlled intersection. INPUT Roadway geometry: 2 -lane roadway _ Variable Value Major -road speed, mph: 35 Major -road volume (one direction), veh/h: 520 Right -turn volume, wh/h: 42 OUTPUT Variable Value Limiting right -turn volume, voh/h: 178 Guidance for determining the need for a major -road right -turn bay for a 2 -lane roadway: Do NOT add right -turn bay. Figure 2 - 6. Guideline for determining the need for a major -road right -turn bay at a two-way stop -controlled intersection. INPUT Roadway geometry:2-lane roadway Variable Value Major -road speed, mph: 35 Major -road volume (one direction), veh/h: 593 Right -turn volume, veh/h: 24 OUTPUT Variable Value Limiting right -turn volume, veh/h: 111 Guidance for determining the need for a major -road right -turn bay for a 2 -lane roadway: Do NOT add right -turn bay. 140 t t 120 d 100 80 0 c 60 3 40 H 0 20 0 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h We feel that this intersection does warrant auxiliary lane treatment from a safety and operational perspective. Separating slower moving right -turn traffic from the faster through -movements where sideswipe and rear -end (speed differential) collisions are observed would help to reduce any additional speed differentials which may be created by right -turning traffic. 22 Northwestbound left turning bay volume warrants are provided in Exhibit 2. At this location, it was assumed that Scott Boulevard should be treated like a 2 -lane roadway based on the roadway and lane configurations. Exhibit 2 - Northwestbound Left Volume Warrant Figure 2 - 5. Guideline for determining the need for a major -road left -turn bay at a two-way stop -controlled intersection. 2 -lane roadway (English) INPUT Variable Value t 800 85" percentile speed, mph: 35 Percent of left -turns in advancing volume (VA), %: 7� > 700 Advancing volume (VA), veh/h: 494 600 Opposing volume (Vo), veh/h: 350 0 q"qr� 500 3 400 o 300 OUTPUT Variable Value Limiting advancing volume (VA), veh/h: 484 t Guidance for determining the need for a major -road left -turn bay: c 200 o 100 Q CL 0 Left -turn treatment warranted. CALIBRATION CONSTANTS Variable Value Average time for making left -turn, s: 3.0 Critical headway, s: 5.0 Average time for left -turn vehicle to clear the advancing lane, s: 1.9 w arranted. I treatment 0 0 100 200 300 400 500 600 700 Advancing Volume (VA), veh/h Figure 2 - 5. Guideline for determining the need for a major -road left -turn bay at a two-way stop -controlled intersection. 2 -lane roadway (English) 85"' percentile speed, mph: Percent of left -turns in advancing volume (VA), %: Advancing volume (VA), veh/h: Opposing volume (Vo), wh/h: OUTPUT Variable Limiting advancing volume (VA), wh/h: Guidance for determining the need for a mai Left -turn treatment wan CALIBRATION CONSTANTS 35 J= 800 w 700 � 0 600 q" 500 3 400 o 300 > c 200 0 100 Q Q 0 4 593 482 Value 548 left -turn bay: Variable Value Average time for making left -turn, s: 3.0 Critical headway, s: 5.0 Average time for left -turn vehicle to clear the advancing lane, s: 1.9 Left -turn treatment w arranted. O 0 100 200 300 400 500 600 700 Advancing Volume (VA), veh/h The northeastbound-left movement falls near the warrant line for both peak hours. We feel that the additional northeastbound lane developed at this location provides an opportunity for through traffic to bypass vehicles slowing to make a left turn into the site. Since it is developed immediately south of this location, it essentially acts a bypass lane without creating risks of additional sideswipe/lane change conflict points. Striping the inner lane to be an exclusive left lane also has negative impacts on the LOS of movements within the intersection, particularly those on both the commercial entrance and Dubuque Road. Thus, we do not feel that striping and exclusive left turn lane is merited upon opening day. 23 The proposed commercial site entrance in the AM peak, operates at LOS E. This is very common for unsignalized driveways on busy street. Although the delay is around 40 seconds per vehicle, the queue for these movements will typically remain below 2 vehicles at any given time. With about 80 vehicles exiting the site during the AM, this amounts to just over one vehicle a minute waiting to exit the site, therefore internal site queuing will not be a concern. Similarly, the Dubuque Road left and through movement operates at LOS F during the AM peak. No demand for this movement was observed during the peak hour, and the volume was set at 5 vehicles for analysis purposes. We don't anticipate the proposed development generating additional demand for either movement. Outside the AM peak hour, the movements will operate LOS E or above. The HCM LOS methodology is unable to account for platoons in the southbound traffic stream at the adjacent signal at Dodge Street and Scott Boulevard. This signal operates as a meter, creating more acceptable gaps for vehicles to exit the proposed site and Dubuque Road. We anticipate the site commercial driveway and Dubuque Street approach will operate better than predicted in the HCM model. Thus, the LOS for the movements and intersection shown in Table 8 appear to be acceptable. Generally, this location satisfied criteria for signal warrants during the PM peak hour under existing conditions. In the proposed condition, the same criteria are satisfied during the PM peak, and criteria for signal warrant 1B is met in the AM peak hour. Warrant analysis tables have not been provided in the report, as the signal on Dodge Street at Scott Boulevard is located in the immediate vicinity. This location is not recommended for signalization as a result. Table 8 - Unsignalized HCM 6th TWSC Opening Day Analysis 24 Synchro Unsignalized TWSC Control Analysis - Opening Day Conditions Scott Boulevard at N Dubuque Road and Commercial Entrance AM PM VOLUME (VEH) DELAY (SEC/VEH) 95TH-% QUEUE VEH LOS VOLUME (VEH) DELAY (SEC/VEH) 95TH-% QUEUE VEH LOS Scott Boulevard SOUTHEASTBOUND L-1 170 9.3 0.7 A 24 8.5 0.1 A T-1 308 0 0 A 545 0 0 A R-1 42 0 0 A 24 0 0 A NORTHWESTBOUND L 34 8.3 0.1 A 14 8.8 0 A T-2 455 0.2 0 A 466 0.1 0 A R 5 0 0 A 2 0 0 A Dubuque Road NORTHEASTBOUND L-1 41 43.6 1.4 E 21 28.7 0.4 D T-1 5 5 R 32 14.9 0.3 C 13 16.1 0.2 C SOUTHWESTBOUND L-1 5 53.5 0.2 F 5 31.1 0.1 D T-1 5 5 R 6 1 24.4 0.2 C 165 1 12.1 1 1 B OVERALL 4.4 A 2.7 A # = queue m = metered by upstream signal may exceed distance shown and available storage 24 SCOTT BOULEVARD AND PROPOSED RESIDENTIAL ENTRANCE On opening day, the new intersection created on Scott Boulevard at the proposed residential entrance will operate at good LOS during both peak hours. Queues are not anticipated to occur within the residential site. Table 9 below summarizes the HCM capacity analysis. Table 9 - Opening Day TWSC Analysis at Scott Boulevard and Residential Entrance Synchro Unsignalized TWSC Control Analysis - Opening Day Conditions Scott Boulevard at Residential Entrance AM PM VOLUME (VEH) DELAY (SEC/VEH) 95TH -% QUEUE(FT) LOS VOLUME (VEH) DELAY (SEC/VEH) 95TH-% QUEUE (FT) LOS Residential Entrance NORTHEASTBOUND L-1 5 14.6 0.1 B 5 16.8 0.1 C R 5 5 Scott Boulevard NORTHWESTBOUND L 5 8.1 0 A 5 8.7 0 A T-1 487 0 0 A 477 0 0 A SOUTHEASTBOUND T 340 0 0 A 558 0 0 A R 5 0 0 A 5 0 0 A OVERALL 0.2 A 0.2 A SITE GEOMETRIC REVIEW SUDAS design manual sections 5L-3 and 5L-4 provide current design standards for entrance/access design. The proposed entrances are about 400 feet apart as provided by the owner in Figure 1. This exceeds the minimum spacing criteria provided in the design guide. Furthermore, both entrances are less than 40 feet from back-to-back. This also meets current SUDAS standards. Both driveways are spaced greater than 170' from the nearest intersection, or are aligned directly with the existing Dubuque Road intersection. The anticipated queues from the nearby signalized intersection to the north is not expected to extend to this intersection. Thus, we find the proposed driveway locations to be generally compliant with current engineering practice, in terms of location. Intersection sigh distance shold not be an issue, but should be checked by the designer when the grades are known. Upon inspection of Figure 1, the entrances generally appear to conform with the international fire code for required width, paving surface, and truck turnaround facilities. The owner should confirm with the fire marshal with jurisdiction in the area. The owner should also ensure access points/lanes around structures are also acceptable since these are not detailed on the provide site plan. Appropriate pavement markings and signage should be provided in the designated fire lanes. MULTIMODAL REVIEW The site contains an existing sidewalk along Scott Boulevard. It was not evaluated in this study for conformance to current ADA standards. The driveway crossings should be designed and constructed such that the running and cross slopes are compliant with current PROWAG and SUDAS guidance. Any disturbance of existing facilities will require replacement with compliant facilities. 26 There are several locations where sidewalks appear to terminate at curbs into the parking lot, with no designated receiving ramp, or pedestrian path in general. One such instance is shown in Figure 10. Alternative options should be considered to improve pedestrian paths which intersect the traveled way. Additional consideration should also be given to providing sidewalk access to Scott Boulevard along the commercial entrance drive. Figure 10 - Proposed ADA Facilities 2 r 3V AIR. - s .- 22Y i The site plan shows a proposed new mid -block pedestrian crossing on Scott Boulevard, along the northern side of Dubuque Road. Currently, the through sidewalk to ACT is on the south side of Dubuque Road. Furthermore, the sidewalk on the south side of Scott Boulevard is wider and generally more accommodating to multiple types of non -motorized use. If necessary, the developer should consider relocating the proposed midblock crossing to the south side of Dubuque Road. This alternate location will require pedestrians to cross fewer lanes of traffic, provide a more direct route for the new sidewalk running on the south side of Dubuque Road, and provide a larger refuge area for pedestrians in the middle of Scott Boulevard. No pedestrians were observed during the existing peak hours. Based on surrounding land uses, the proposed development is not anticipated to generate noticeable pedestrian traffic on opening day. As a result, a new crossing may not be warranted by the proposed development. A preferred and safer crossing location is at the existing signalized crosswalk along Dodge Street. If a new uncontrolled pedestrian crossing is provided, additional safety improvements should be considered to improve pedestrian safety at the location. Table 1 presented in NCHRP Synthesis 498 Application of Pedestrian Crossing Treatments for Streets and Highways suggests that adding a marked crosswalk in the given Scott Boulevard conditions may not be adequate alone for improved pedestrian safety. The current and anticipated site pedestrian traffic volume is below warrants for a hybrid beacon as described in Chapter 4F of the MUTCD. 27 Another accessibility concern is regarding ADA compliant parking and accessible routes. The number of anticipated accessible dwellings was not provided to Anderson -Bogert. However, based on Section 8C-1 and Table 8C-1.02 of the SUDAS Design Manual, the site may require additional compliant parking spaces than the Ione spot provided on the proposed site plan. The ADA compliant spot shown in Figure 11 does not appearto be ideally located for access to either the Scooter's Coffee structure or the proposed 1St Floor commercial space. It also does not appear to contain the required access lane adjacent to the parking spot. Per PROWAG, this spot should be placed as close as feasible to the structures it serves. On a newly developed site, this is typically closer and more direct. We could not tell from the site plan that there was an ADA compliant accessible route from the ADA parking stall to any of the commercial structures. At this stage, the site plan does not show anticipated accessible routes and ramp facilities which connect the parking lot and structures. Figure 11- ADA Compliant Parking The site generally appears to accommodate bike traffic. The sidewalk along Scott Boulevard is wider than a typical pedestrian sidewalk, about 8 feet. The sidewalk is not as wide as the minimum typical width of 10 feet for shared -use path design. Bikes will not likely desire to ride on Dodge Street, but could traverse the intersection by riding with traffic. Scott Boulevard to the south becomes a 2 -lane roadway with minimal width outside the traveled way, including curbs. Bikes may choose to ride the wide existing sidewalk instead of riding with traffic. The site can accommodate access for bikes to either. At the time of this report, Iowa City Transit operates a transit route along Scott Boulevard and Dodge Street adjacent to the site. There is a designated stop on Dodge Street northeast bound just prior to entering the signalized intersection (see Figure 12). The transit stop at this location is no ADA compliant. The site design generally appears to provide an accessible path from the structures to the existing public sidewalk required to access this transit stop. 28 N bub ague Rd od9�`St �6rlsto�,D b Adminlat Figure 12 - Transit Route a ciry ceuns 3 ira alod3a No�rcn�Dodga St aACT Clrcle �fu.dgel.t ,dlal., bodge slasoRn ervd :Mer. CMI Acral I— cnum �ISMq Office � Oannoll Fa# C Ae w CONCLUSIONS AND RECOMMENDATIONS Dodge Street at Scott Boulevard In general, we found that the existing signal on Dodge Street at Scott Boulevard could continue to operate acceptably on opening day if the development is constructed as proposed herein. At the time of this report, the developer did not have specific plans or tenants for the 1St Floor Commercial development. As such, trip generation, distribution, and assignment were assumed based on a combination of possible land uses. Site Access Intersections We recommend that the site access points be constructed and located as shown within the figures provided in this report. As drawn by the developer, driveways appear to be optimally located, spaced, and sized. We recommend that the development be constructed with a south eastbound -right turn bay. Should a bay not be included on opening day, we would recommend a larger curb -return radius to allow faster entry into the site, but also recommend the site be configured such that a right -turn bay could be easily added. There does not appear to be a possibility for further development within the project site which would contribute additional demand on the commercial driveway. It is not anticipated that future volumes on the commercial site access will change from those anticipated on opening day. Multimodal and Internal Site We recommend that the site be reviewed and modified to better accommodate all modes of traffic. The proposed site plan appears to have several sidewalks and pedestrian crossings which are not located ideally. The designer should limit the pedestrian -vehicle conflict points and crossing distances as much as feasible. As shown, the proposed pedestrian routes may be confusing to both pedestrians and drivers. We recommend that the site be reviewed in regards to accessible parking and accessible routes to/from structures. Since a portion of the commercial space is unknown, the site will likely require additional accessible spaces. The space shown on the provided plan does not appear to have a required access lane and direct path to the structures it serves. The proposed site will primarily generate vehicular trips as opposed to pedestrian trips based on surrounding land uses. A new crossing may not be warranted by the proposed site alone. The need, location, warrant, and safety devices for this crossing should be reevaluated by MPOJC. gut ■ , O = v o Q ° ED ^ �_ O v 0 � C3 = H U F-1 v v U z E = Q Q o Z wU0 F❑) C F❑) — Ln O W N r,4UQz V (HLi ) C ❑H) w� C 11H) ^ = U N SCOOTERS — 0 MONUMENT SIGN SHEET NUMBER: ^ � 1 OF l z ST1 2) ED M) E) Lu _ 0 o O 0 E) 0 p z o � 0 0 0 20' SANITARY _ SEWER o EASEMENT 0 I C S8) � (se) 0 0 T) C ST) = C ST) C ST) 0 0 � o 0 0 0 O 0 0 , 2022 - 0 0 0 0 0 _ 0 O L� 3m ( ST) O 0 0 u 0 cam' co � o N co oil) I co CW\ CFS) W \ F13) 6 BERM F R N SCREENING ) � H) � �FO> C❑H ❑H) C� i (�> - _ 7 C wCt 3'41 27'E 2.27' ,770- D PATIO- -- - ------ - ��y� �3> Z _- g SCOOTERS s �e> a COFFEE u -------(40 z Lu \ 1.19 AC > S N 51,873 SF 00 o� -4- O J ©©,,----G-S_-C-U-- KIOSK©�-_-----io 4O o /s, ���- c„ \ DySCWO 20 SANITARY, j Tp \�3> � \ � � 4 111) SEWER i tnFR EASEMENT �\ L r sign Civil -Survey Concepts 210216 - pt I.dwg (40 (40 40' --DRAINAGE I -- EASEMENT 1 wk SITE INFORMATION LOT SIZE 1681425 SF (3.87 ACRES) EXISTING ZONING COMMERCIAL OFFICE ZONE (CO -1) PROPOSED ZONING LOT 1: COMMUNITY COMMERCIAL ZONE (CC -2) LOT 2: MIXED USE (MU) LOTS 3-11: LOW DENSITY MULTI -FAMILY RESIDENTIAL ZONE (RM -12) SETBACK REQUIREMENTS CC -2 MU RM -12 FRONT: 40' 40' 15' SIDE: 0' 5'+2* 0/10' REAR: 0' 5'+2* 20' *MIN SETBACK IS 5' FORTH E FIRST TWO STORIES PLUS 2' FOR EACH ADDITIONAL STORY PARKING REQUIREMENTS MULTI -FAMILY USES RESTAURANT USE 2 SPACES / DWELLING 1 STALL/ 150 G FA* *OR 3 OF OCCUPANT LOAD OF SEATING AREA TOWNHOUSES 8 UNITS REQUIRED PARKING 16 STALLS PROVIDED PARKING 26 STALLS INCL GARAGES STACKED FLATS (3 BED) 8 UNITS REQUIRED PARKING 16 STALLS PROVIDED PARKING 16 STALLS SCOOTERS MAX OCCUPANCY 30 PERSONS REQUIRED PARKING 10 STALLS PROVIDED PARKING 11 STALLS TOTAL REQUIRED PARKING 46 STALLS TOTAL PROVIDED PARKING 58 STALLS O N Lo r -I 0 H� Ell AZO OU z <uy° O x L Lu LuZ w Lu a 0 V) Lu Lu z Q ° _U O v7 � oC H U Lu U z z0 Q Q V O Z wU0 Lu z Ln O W LL r,4UQz V z ° oc O " LL w U U DN z 0 o () z Lu �o O wU z ° �o r,4UQz oc w0 w� O LL = U N ° LL c�I SHEET NUMBER: 1 OF 1 z C�DGT Iowa Crash Analysis Tool Crash Characteristics 2017-2022 Crash Severity 60 Fatal Crash 0 Suspected Serious Injury Crash 0 Suspected Minor Injury Crash 2 Possible/Unknown Injury Crash 5 Property Damage Only 53 Property/Vehicles/Occupants 0.00 Property Damage Total (dollars): 246,312.00 Average (per crash dollars): 4,105.20 Total Vehicles: 121.00 Average (per crash): 2.02 Total Occupants: 159.00 Average (per crash): 2.65 Injury Status Summary 8 Fatalities 0 Suspected serious/incapacitating 0 Suspected minor/non-incapacitating 2 Possible (complaint of pain/injury) 5 Unknown 1 IAverage Severity Fatalities/Fatal Crash: 0.00 Fatalities/Crash: 0.00 Injuries/Crash: 0.12 Major Injuries/Crash: 0.00 Minor Injuries/Crash: 0.03 Possible/Unknown Injuries/Crash: 0.08 o Lb , ■ rt ' ' ■ try co.,.hr 08/30/2022 1 of 10 DOT Iowa Crash Analysis Tool Crash Characteristics 2017-2022 Time of Day/Day of Week 60 January 9 February 5 March 5 April 6 May 6 June 5 July 12 AM 2 AM 4 AM 6 AM 8 AM 10 AM Noon 2 PM 4 PM 6 PM 8 PM 10 PM Not 0 to to 4 to 6 to 8 to to to 2 to 4 to 6 to 8 to to reporte Day of Week 2 AM AM AM AM 10 AM Noon PM PM PM PM 10 PM 12 AM d Total Sunday 0 0 0 1 0 0 1 1 0 0 0 0 0 3 Monday 0 0 0 2 0 2 1 3 1 2 0 0 0 11 Tuesday 0 0 0 0 1 0 2 2 5 0 2 0 0 12 Wednesday 0 0 0 2 0 1 0 2 1 0 1 0 0 7 Thursday 0 0 0 0 0 1 3 0 4 2 0 0 0 10 Friday 0 0 0 1 1 1 1 0 5 2 1 0 0 12 Saturday 0 0 1 0 0 2 0 1 0 1 0 0 0 5 Total 0 0 1 6 2 7 8 9 16 7 4 0 0 60 Month 60 January 9 February 5 March 5 April 6 May 6 June 5 July 3 August 3 September 3 October 6 November 2 December 7 Not reported 0 Lighting 60 Daylight 47 Darkness 9 Morning Twilight (dawn 30 minutes after sunri... 2 Evening Twilight (dusk 30 minutes before suns... 2 Unknown 0 Weather Conditions 60 Clear 33 Cloudy 16 Fog, smoke, smog 0 Freezing rain/drizzle 0 Rain 5 Sleet, hail 0 Snow 3 Blowing snow 0 Severe winds 1 Blowing sand, soil, dirt 0 Not reported 1 Other 0 Unknown 1 08/30/2022 Contributing Circumstance - Environment 60 None apparent 55 Weather conditions 3 Visual obstruction 0 Non -motorist action 0 Glare 0 Animal in roadway 0 Severe crosswind 0 Not reported 2 Other 0 Unknown 0 Light Condition 60 Daylight 46 Dusk 3 Dawn 0 Dark - roadway lighted 9 Dark - roadway not lighted 1 Dark - unknown roadway lighting 0 Unknown 0 Not reported 1 Surface Conditions 60 Dry 45 Wet 10 Ice/frost 0 Snow 4 Slush 0 Mud, dirt 0 Water (standing or moving) 0 Sand 0 Oil 0 Gravel 0 Not reported 1 Other 0 Unknown 0 2of10 7-, DOT Iowa Crash Analysis Tool Crash Characteristics 2017-2022 Major Cause 56 Animal 3 Ran traffic signal 3 Ran stop sign 0 Failed to yield to emergency vehicle 0 FTYROW: At uncontrolled intersection 0 FTYROW: Making right turn on red signal 0 FTYROW: From stop sign 1 FTYROW: From yield sign 0 FTYROW: Making left turn 0 FTYROW: From driveway 0 FTYROW: From parked position 0 FTYROW: To pedestrian 0 FTYROW: Other 0 Drove around RR grade crossing gates 0 Disregarded RR Signal 0 Crossed centerline (undivided) 0 Crossed median (divided) 0 Traveling wrong way or on wrong side of road 0 Aggressive driving/road rage 0 Driving too fast for conditions 2 Exceeded authorized speed 0 Improper or erratic lane changing 10 Operating vehicle in an reckless, erratic, ca... 4 Followed too close 13 Passing: On wrong side 0 Passing: Where prohibited by signs/markings 0 Passing: With insufficient distance/inadequa... 0 Passing: Through/around barrier 0 Passing: Other passing 0 Made improper turn 1 Driver Distraction: Manual operation of an e... 0 Driver Distraction: Talking on a hand-held d... 0 Driver Distraction: Talking on a hands free ... 0 Driver Distraction: Adjusting devices (radio... 0 Driver Distraction: Other electronic device ... 0 Driver Distraction: Passenger 0 Driver Distraction: Unrestrained animal 0 Driver Distraction: Reaching for object(s)/f... 0 Driver Distraction: Inattentive/lost in thou... 0 Driver Distraction: Other interior distracti... 1 Driver Distraction: Exterior distraction 1 Ran off road - right 1 Ran off road - straight 0 Ran off road - left 0 Lost control 3 Swerving/Evasive Action 0 Over correcting/over steering 0 Failed to keep in proper lane 0 Failure to signal intentions 0 Traveling on prohibited traffic way 0 Vehicle stopped on railroad tracks 0 Other: Vision obstructed 0 Other: Improper operation 0 Other: Disregarded warning sign 0 Other: Disregarded signs/road markings 1 Other: Illegal off-road driving 0 Downhill runaway 0 Separation of units 0 Towing improperly 0 Cargo/equipment loss or shift 0 Equipment failure 0 Oversized load/vehicle 0 Other: Getting off/out of vehicle 0 Failure to dim lights/have lights on 0 Improper backing 0 Improper starting 0 Illegally parked/unattended 0 Driving less than the posted speed limit 0 Operator inexperience 1 Other 5 Unknown 6 Not reported 0 Other: No improper action 0 08/30/2022 3 of 10 7-, DOT Iowa Crash Analysis Tool Crash Characteristics 2017-2022 Manner of Crash Collision 60 Non -collision (single vehicle) 5 Head-on (front to front) 0 Rear -end (front to rear) 29 Angle, oncoming left turn 1 Broadside (front to side) 4 Sideswipe, same direction 20 Sideswipe, opposite direction 0 Rear to rear 0 Rear to side 0 Not reported 1 Other 0 Unknown 0 Location of First Harmful Event 60 On roadway 58 Shoulder 0 Median 0 Roadside 1 Gore 0 Outside trafficway 0 In parking lane/zone 0 Continuous left turn lane 0 Separator 0 Not reported 0 Other 0 Unknown 1 Event Summary - Non -Collision Total Vehicles: 121 Sequence First Most Harmful Harmful 1st 2nd 3rd 4th 0 0 0 0 0 0 Overturn/rollover 0 0 0 0 0 0 Jackknife 0 0 0 0 0 0 Non -contact vehicle (phantom) 0 0 0 0 0 0 Vehicle went airborne 0 01 0 0 0 0 Fell/jumped from vehicle 08/30/2022 4 of 10 DOT Iowa Crash Analysis Tool Crash Characteristics 2017-2022 Event Summary - Collision With Total Vehicles: 121 Sequence First Most Harmful Harmful 1st 2nd 3rd 4th 0 0 0 0 0 0 Thrown or falling object 3 2 2 0 0 0 Animal 1 1 1 0 0 0 Non -motorist (see non -motorist section - NOT ... 53 107 109 5 1 0 Vehicle in traffic 0 0 0 0 0 0 Re-entering roadway 0 0 0 0 0 0 Parked motor vehicle 0 0 0 0 0 0 Work zone maintenance equipment 0 0 0 0 0 0 Railway vehicle/train 0 0 0 0 0 0 Struck/struck by object/cargo/person from oth... 0 0 0 0 0 0 Other non -fixed object Event Summary - Collision With Fixed Object Total Vehicles: 121 Sequence First Most Harmful Harmful 1st 2nd 3rd 4th 0 0 0 0 0 0 Bridge overhead structure 0 0 0 0 0 0 Bridge pier or support 0 0 0 0 0 0 Bridge/bridge rail parapet 1 0 0 1 0 0 Curb/island/raised median 0 0 0 0 0 0 Ditch 0 0 0 0 0 0 Embankment 0 0 0 0 0 0 Ground 0 0 0 0 0 0 Culvert/pipe opening 0 0 0 0 0 0 Guardrail - face 0 0 0 0 0 0 Guardrail - end 0 0 0 0 0 0 Concrete traffic barrier (median or right sid... 0 0 0 0 0 0 Other traffic barrier 0 0 0 0 0 0 Cable barrier 0 0 0 0 0 0 Impact attenuator/crash cushion 0 0 0 0 0 0 Utility pole/light support 0 1 0 0 1 0 Traffic sign support 0 0 0 0 0 0 Traffic signal support 0 0 0 0 0 0 Other post/pole/support 0 0 0 0 0 0 Fire hydrant 0 0 0 0 0 0 Mailbox 0 0 0 0 0 0 Tree 0 0 0 0 0 0 Landscape/shrubbery 0 0 0 0 0 0 Snow bank 0 0 0 0 0 0 Fence 0 0 0 0 00 Wall 0 0 0 0 0 0 Building 0 0 0 0 0 1 Other fixed object 08/30/2022 5 of 10 ��i1t1�1 Iowa Crash Analysis Tool � Crash Characteristics 7 -,DOT 2017-2022 Event Summary - Miscellaneous Events Total Vehicles: 121 Sequence First Most Harmful Harmful 1st 2nd 3rd 4th 0 0 0 0 0 0 Fire/explosion 0 0 0 0 0 0 Immersion 0 2 0 6 0 0 Hit and run 0 0 0 0 0 0 Eluding law enforcement 00 0 0 0 0 0 Gas inhalation/asphyxiation 0 0 0 0 0 0 Vehicle out of gear/rolled Fixed Object Struck 60 Drug 121 Bridge overhead structure 0 Bridge pier or support 0 Bridge/bridge rail parapet 0 Curb/island/raised median 0 Ditch 0 Embankment 0 Ground 0 Culvert/pipe opening 0 Guardrail - face 0 Guardrail - end 0 Concrete traffic barrier (median or right sid... 0 Other traffic barrier 0 Cable barrier 0 Impact attenuator/crash cushion 0 Utility pole/light support 0 Traffic sign support 1 Traffic signal support 0 Other post/pole/support 0 Fire hydrant 0 Mailbox 0 Tree 0 Landscape/shrubbery 0 Snow bank 0 Fence 0 Wall 0 Building 0 Other fixed object 0 None (no fixed object struck) 120 Drug/Alcohol Related 60 Drug 0 Alcohol (< Statutory) 0 Alcohol (Statutory) 1 Drug and Alcohol (< Statutory) 0 Drug and Alcohol (Statutory) 0 Refused 0 Under Influence of Alcohol/Drugs/Medications 0 None Indicated 59 Non -Motorist Type 1 Pedestrian 0 Pedalcyclist (bicycle/tricycle/unicycle/pedal... 1 Pedalcycle passenger 0 In or on building 0 Horse and buggy 0 Skater, personal conveyance, wheelchair 0 Not reported 0 Other non -motorist 0 Unknown 0 08/30/2022 6 of 10 ��DaT Iowa Crash Analysis Tool Crash Characteristics 2017-2022 Road Classifiction 60 Interstate 0 US Route 0 Iowa Route 38 Secondary Road 0 Municipal Road 17 Institutional Road 0 Other 0 Unknown 5 Work Zone Type 0 Lane closure 0 Lane switch/crossover 0 Work on shoulder or median 0 Intermittent or moving work 0 Not reported 0 Other 0 Unknown 0 Work Zone Location 0 Before work zone warning sign 0 Advance warning area 0 Transition area 0 Within or adjacent to work activity 0 Termination area 0 Not reported 0 Other 0 Unknown 0 Work Zone Activity 0 Construction 0 Maintenance 0 Utility 0 Not reported 0 Other 0 Unknown 0 Workers Present 0 Workers only 0 No workers present 0 Workers and officer present 0 Law enforcement only 0 No one present 0 Not reported 0 Other 0 Unknown 0 08/30/2022 Intersection Classification 60 Interstate - Interstate 0 Interstate - US Route 0 Interstate - IA Route 0 Interstate - Secondary 0 Interstate - Municipal 0 Interstate - Institutions 0 US Route - US Route 0 US Route - IA Route 0 US Route - Secondary 0 US Route - Municipal 0 US Route - Institutions 0 IA Route - IA Route 0 IA Route - Secondary 0 IA Route - Municipal 28 IA Route - Institutions 0 Secondary - Secondary 0 Secondary - Municipal 0 Secondary - Institutions 0 Municipal - Municipal 3 Municipal - Institutions 0 Institutions - Institutions 0 Not Indicated as an Intersection 29 Unlocated or Unknown 0 Contributing Circumstance - Road 60 None apparent 52 Surface condition (e.g., wet, icy) 4 Debris 0 Ruts/holes/bumps 0 Work Zone (roadway -related) 0 Slippery, loose, or worn surface 1 Obstruction in roadway 0 Traffic control obscured 0 Shoulders (none, low, soft, high) 0 Non -highway work 0 Traffic backup, prior crash 0 Traffic backup, regular congestion 1 Traffic backup, prior non-recurring incident 0 Disabled vehicle 0 Not reported 2 Other 0 Unknown 0 Work Zone Related 0 Yes 0 No 0 Unknown 0 Not reported 0 7of10 DOT Iowa Crash Analysis Tool Crash Characteristics 2017-2022 Crash Severity - Annual Suspected Serious Suspected Minor Possible/Unknown Property Damage Crash Year Fatal Crash Injury Crash Injury Crash Injury Crash Only Total 2012 0 0 0 0 0 0 2013 0 0 0 0 0 0 2014 0 0 0 0 0 0 2015 0 0 0 0 0 0 2016 0 0 0 0 0 0 2017 0 0 0 2 6 8 2018 0 0 1 1 14 16 2019 0 0 1 1 12 14 2020 0 0 0 0 8 8 2021 0 0 0 1 8 9 2022 0 0 0 0 5 5 Total 0 0 2 5 53 60 SeverityNear 20 15 10 5 0 2013 2015 2017 2019 2021 Fatal Crash Suspected Serious Injury Crash Suspected Minor Injury Crash Possible/Unknown Injury Crash Property Damage Only 08/30/2022 8 of 10 "1 iCJ�iiA Iowa Crash Analysis Tool ��� Crash Characteristics , 2017-2022 Injury Status - Annual Suspected Suspected Possible serious/incapac minor/non- (complaint of Crash Year Fatalities itating incapacitating pain/injury) Unknown Total 2012 0 0 0 0 0 0 2013 0 0 0 0 0 0 2014 0 0 0 0 0 0 2015 0 0 0 0 0 0 2016 0 0 0 0 0 0 2017 0 0 0 2 0 2 2018 0 0 1 2 0 3 2019 0 0 1 0 1 2 2020 0 0 0 0 0 0 2021 0 0 0 1 0 1 2022 1 0 0 0 0 0 0 Total 0 0 2 5 1 8 Injury StatusNear 3.5- 3- 2.5- 2— .532.52 Fatalities Suspected serious/incapacitating Suspected minor/non-incapacitating 1.5 Possible (complaint of pain/injury) Unknown 1 0.5 0 2013 2015 2017 2019 2021 08/30/2022 9 of 10 4000T Meeting the following criteria Jurisdiction: Statewide Year: 2017, 2018, 2019, 2020, 2021, 2022 Map Selection: Yes Filter: None Analyst Information Iowa Crash Analysis Tool Crash Characteristics 2017-2022 08/30/2022 10 of 10 Attachment 7 AXIOMCONSULTANTS CIVIL • STRUCTURAL • MECHANICAL • ELECTRICAL • SURVEY • SPECIALTY November 15, 2022 APPLICANT'S STATEMENT FOR REZONING The proposed development area consists of a Parcel #1002153001, located at the southwest corner of N Dodge Street (Hwy 1) and N Scott Boulevard in Iowa City. Refer to the Rezoning Exhibit included with the Rezoning Application for additional information and detail. The current zoning classification is CO -1, Commercial Office Zone. The Applicant is seeking to rezone property to OPD/CC-2, Community Commercial, and OPD/RM-12, Low Density Multi -Family. The applicant is proposing to comply with all setbacks and area regulations with the CC -2 and RM -12 zone. The proposed commercial is intended and anticipated to consist of a Scooter's Coffee, as a sit-down establishment as well as consisting of a drive-through. Additionally, within the CC -2 zoning, a Mixed Use building is anticipated which would consist of neighborhood commercial on the ground floor and residential living above. A drive-through ATM kiosk is also proposed to be within the CC -2 zoning limits. The proposed RM -12 zoning limits is to consist of residential townhomes as depicted in the preliminary Site Plan. Based on field survey and topographic data, it is projected that this development will impact critical and steep slopes as defined by the City of Iowa City Sensitive Areas Ordinance. No protected slopes are identified or intended to be disturbed. There is city water, storm sewer, and sanitary sewer adjacent to the area being re -zoned. Existing easements are in place within the parcel and have been identified and discussed with City staff. Storm water management is anticipated to be incorporated into the development plan based on City of Iowa Design Standards. Discussion has taken place with City staff in terms of traffic impacts on Scott Boulevard and North Dodge, and a Traffic Impact Study report was completed and provided to the City of Iowa City as requested. Any and all requirements determined from that report have been taken into consideration and incorporated into the current preliminary Site Plan. The total area being re -zoned is 3.87 acres. Sincerely, 4046 Brian A. Boelk, PE PRINCIPAL/OWNER 60 East Court Street #3, Iowa City, IA 52240 1 319.519.6220 www.axiom-con.com 1901 16th Ave. SW #3, Cedar Rapids, IA 52404 1 319.519.6220 PRELIMINARY PLANNED DEVELOPMENT OVERLAY PLAN TIMBER VALLEY RUN � ,,�� IOWA CITY, IOWA PROTECT LOCATION MAP: Q�\NOEN �P C� Qui � y D R y o J NDUBUQUE RD \ O o � E \ m O ROUNEDR z �N ° PROJECT LOCATION o N� Z z � J w z Q z (NOT TO SCALE) SITE INFORMATION LOT SIZE 168,425 SF (3.87 ACRES) PAVEMENT: BUILDING: 48,952 SF (1.12 ACRES) 15,317 SF (0.35 ACRES) MAXIMUM DENSITY= 15 DWELLING UNITS/ ACRE NET LAND AREA = 3.87 ACRES TOTAL DWELLING UNITS = 17 PROPOSED DENSITY = 4.39 DWELLING UNITS/ ACRE EXISTING ZONING COMMERCIAL OFFICE ZONE (CO -1) PROPOSED ZONING LOTS 1-2: OPD/CC-2 LOTS 3-12: OPD/RM-12 SETBACK REQUIREMENTS CC -2 RM -12 FRONT: 40' 40' SIDE: 0' 0/10' REAR: 0' 20' NOTES: APPLICANT INFORMATION: APPLICANT: A LATTE BUZZN ESS C/O MARK HOLTKAMP 4611 TIMBERLAND CT NE SOLON, IA 52333 319-594-1062 MARKHOLTKAM P@YAHOO.COM OWNER: GREENSTATE CREDIT UNION C/O TIM RECK 2355 LANDON RD NORTH LIBERTY, IA 52317 319-899-3431 TIMRECK@GREENSTATE.ORG PREPARED BY: AXIOM CONSULTANTS, LLC C/O BRIAN BOELK 60 E. COURT STREET, UNIT 3 IOWA CITY, IOWA 52240 319-519-6220 BBOELK@AXIOM-CON.COM KEYNOTES: 0 PROPOSED ADA PARKING STALL \ GSCU KIOSK \ SCOOTER'S ORDER BOARD LOT LOT SIZE (SF) LOT SIZE (AC) FAR LAND USE PARKING RATIO PARKING REQUIRED PARKING PROVIDED 1 40,854 0.94 0.05 RESTAURANT 1 / 150 GFA 10 10 2 47,878 1.10 0.07 8 (1) BEDROOM UN ITS & RESTAURANT 1 /UNIT & 1 / 150 GFA 31 31 3 8,238 0.19 0.13 RESIDENTIAL 2/ UNIT 2 2 4 3,855 0.09 0.29 RESIDENTIAL 2/ UNIT 2 2 5 3,855 0.09 0.29 RESIDENTIAL 2/ UNIT 2 2 6 3,851 0.09 0.29 RESIDENTIAL 2/ UNIT 2 3 7 6,500 0.15 0.17 RESIDENTIAL 2/ UNIT 2 7 8 6,496 0.15 0.17 RESIDENTIAL 2/ UNIT 2 6 9 3,854 0.09 0.29 RESIDENTIAL 2/ UNIT 2 2 10 3,854 0.09 0.29 RESIDENTIAL 2/ UNIT 2 2 11 9,095 0.21 0.12 RESIDENTIAL 2/UNIT 2 2 12 30,273 0.69 - 0 UTLOT 0 0 0 TOTAL: 168,425 3.87 TOTAL: 59 69 1. PER 14 -3A -4C -1a, THE ATTACHED SINGLE FAMILY UNITS WILL BE SUBJECT TO THE STANDARDS OUTLINED IN 14 -4B -4A-3 ATTACHED SINGLE-FAMILY DWELLINGS IN RM -12 ZONES. THESE STANDARDS WILL BE REVIEWED AT THE TIME OF BUILDING PERMIT. 2. A CROSS ACCESS EASEMENT SHALL BE OBTAINED BETWEEN LOTS 1 AND 2 TO PROVIDE SHARED ACCESS. 3. ATTACHED SINGLE-FAMILY SHALL DEMONSTRATE COMPLIANCE WITH THE CITY'S PRIVATE OPEN SPACE STANDARDS (14 -2A -4E) PRIOR TO ISSUANCE OF A BUILDING PERMIT. 4. OUTLOT FOR GREEN SPACE AND STORMWATER MANAGEMENT AS DEEMED NECESSARY. Jan 18, 2023 - 1:30pm S:\PROJECTS\2021\210216\05 Design\Civil-Survey\Plats\210216 - PPDO.dwg / y \ \ Lez 2 \ ry / Re ised Preliminary OPD and SADP � o P B ICA ESS ASEMENT S8)c se 112' ! Z a) \�� 5 `\`` \` n �� U E `�\` � \ `\`�\ \ \ \ \ \ �\� p5, jo) N Dug 6 V C:D \ \ k [3 11 / 0 3y \ �\ 5t \\ \ \ 24' \ \\ \\ 0 361 \ \\�\ \\ \ `\ \\ �� \�\ \\ \\ \ \ \ \\ 12 13 \ \ \23VA .,5 v \\ \ ❑ \ \ \ \ a p \ \ o `\ \ \ \ \ `\\�`\ `\ 10 \\ \\ \ \ \ \ \ \\ \\ \\ \\ \ \ w C3 Q w / O /\ N lD z JEll 0 X7 `U Oz V° U O x Lu <or Lu z w � 0 25 50 Lu H Q 0 V) Lu (� C7 0 Q J m U z0 z O Q ~ a D o Lu � 44-- 4t 4t 4t 4t 4t 4t 4t 4t 4t 4 Lu z oc z z Lu> o :m 41: 0Lu 4t 4t 4t 4t 4t 4t 4:r 4 z_ Lu o 44-- 44-- w 4t Z4: 4: �k itk� -{.r it 4t w 4t :m : z :m a � � � U Q J o a Lu z oc z z Lu> o 0Lu CL 4:r 4 z_ Lu o � 0 < J w z -{.{- Lu ^^ w w44- Ll) la - SHEET NUMBER: 4t 4t ###### L. Jan - 10� / I \ sign Civil -Survey Plats 210216 - SADP.dwg PRELIMINARY SENSITIVE AREAS DEVELOPMENT PLAN TIMBER VALLEY RUN IOWA CITY, IOWA PROJECT LOCATION MAP: APPLICANT INFORMATION: LEGEND: AREA (SF) SITE APPLICANT: OWNER: PREPARED BY: A LATTE BUZZNESS GREENSTATE CREDIT UNION AXIOM CONSULTANTS, LLC C/O MARK HOLTKAMP C/O TIM RECK C/O BRIAN BOELK 4611 TIMBERLAND CT NE 2355 LANDON RD 60 E. COURT STREET, UNIT 3 SOLON, IA 52333 NORTH LIBERTY, IA 52317 IOWA CITY, IOWA 52240 319-594-1062 319-899-3431 319-519-6220 MARKHOLTKAMP@YAHOO.COM TIMRECK@GREENSTATE.ORG BBOELK@AXIOM-CON.COM LEGEND: AREA (SF) SITE EXISTING CONTOUR - INDEX 75% CONTOUR - INTERMEDIATE 5,622 SENSITIVE AREAS AREA STEEP SLOPE (18-25%) 100% IMPACTED STEEP SLOPE AREA (SF) (18-25%) IMPACTED SLOPES 47,983 CRITICAL SLOPE (25-40%) NON -IMPACTED SLOPES IMPACTED CRITICAL SLOPE 32% (25-40%) LIMITS OF CONSTRUCTION NOTES: 1. CRITICAL SLOPE CALCULATION AREA (SF) PERCENTAGE IMPACTED SLOPES 16,430 75% NON -IMPACTED SLOPES 5,622 25% CRITICAL SLOPES (PRIOR TO DEVELOPMENT) 22,052 100% 2. STEEP SLOPE CALCULATION AREA (SF) PERCENTAGE IMPACTED SLOPES 47,983 68% NON -IMPACTED SLOPES 22,629 32% STEEP SLOPES (PRIOR TO DEVELOPMENT) 70,612 100% 3. THERE ARE NO IMPACTS TO WOODLANDS AS DEFINED BY 14-9E-1 IN THE CITY CODE. BASED ON FULL SITE CLEARING IN 2006, THERE IS LESS THAN 2 ACRES OF DEFINED "WOODLANDS,- AND WOODLANDS"AND "GROVE OF TREES" DUE TO CONTIGUOUS AREA AND SIZE OF TREE DIAMETERS. O N N r lD Z°' r -I J r-1 M 0(n � ` O Oz V° U O x Q L Lu Lu z z Lu V) Lu �(D oQ J = U ILD LL z0 z O Q ~ a li cc 0 � Lu 0 Lu z oC w V) WLu Z > Q E m Lu <2 W < Z� rn �: aQ w a 00 O Z U 22 Q z Q J z W O Lu W z o Q ~ (/) Lu W LL Va U Z W I Q W 0 o W Ln z O Lu U Q ° N uo �Zz O w Lu = w cn w rl cv L a SHEET NUMBER: 1 OF 1 z ;1yQK�] 01 -LT i 18 -CA '- 13 -SJ \\ \ 09 -LP 01 SR \ \ 03 -LP \\ \ 10 -CA I 01-L -lie 03-L \ \ 01 -SR \ 01 -SM � — \ \ 01 -SR \ \ 05 -SJ I � o \ 02 -TM 04 -TM \ 01 -SM 01 -SR \ 08 -CA \ 01 -SM \ \ 03 -LP ;1yQ.y:7 \ 02 -SJ 03 -LP 03 -LP J04 -SJ 03 -SM 01 -TM 03 -TM \ \ 02-SJM \ 03 -TM \ \ \ 03 -SM \ \ 20' 01 -SM 01 -LT 02 -TM \\\ 1� LANDSCAPE LEGEND: PROPOSED DECIDUOUS TREE PROPOSED DECIDUOUS UNDERSTORY (JAPANESE TREE LILAC) DECIDUOUS SHRUB .0 ORNIMENTAL GRASSES (KARL FOERSTER) ® EVERGREEN SHRUB 0 o EXISTING TREE EXISTING IMPACTED TREE Jan 18, 2023 - 1:28pm 01 -LT 03 -LF J 03 -LF 04 -SM 08 -CA r 06 -LP R SEWER EASEMENT 04 -RT \ 05 -TM 3 -LP J�t 3 -LP N SCOTT BOULEVARD 05 -SR \ Nor \ \ 05-SJM 03 -TM 04 -RT n 05 -SR q* 01 ID 01 -CO BOTANICAL/COMMON NAME o MAT. SIZE ROOT SPACING w O LL U wLu NOTES DECIDUOUS ea 03-SJM 5 -SJ M J j ® �o 06 -SM 05 -SM 05 -SM z z 0 -S M m w -SJM w J N Lu QmzQ6� z SR 22 02 -SR u w _ 25' 06 SM 04 -CA BB SEE PLAN �® OF 1.5" 04 -CA DIAMETER AT \ JAPANESE TREE LILAC 03 -SJ 03 -SJ 01 -SR �� 5 -CA \ 03 -LP 7 Celtis Occidentalis HACKBERRY 9 -SM 7 03 -CA i 18 -CA '- 13 -SJ \\ \ 09 -LP 01 SR \ \ 03 -LP \\ \ 10 -CA I 01-L -lie 03-L \ \ 01 -SR \ 01 -SM � — \ \ 01 -SR \ \ 05 -SJ I � o \ 02 -TM 04 -TM \ 01 -SM 01 -SR \ 08 -CA \ 01 -SM \ \ 03 -LP ;1yQ.y:7 \ 02 -SJ 03 -LP 03 -LP J04 -SJ 03 -SM 01 -TM 03 -TM \ \ 02-SJM \ 03 -TM \ \ \ 03 -SM \ \ 20' 01 -SM 01 -LT 02 -TM \\\ 1� LANDSCAPE LEGEND: PROPOSED DECIDUOUS TREE PROPOSED DECIDUOUS UNDERSTORY (JAPANESE TREE LILAC) DECIDUOUS SHRUB .0 ORNIMENTAL GRASSES (KARL FOERSTER) ® EVERGREEN SHRUB 0 o EXISTING TREE EXISTING IMPACTED TREE Jan 18, 2023 - 1:28pm 01 -LT 03 -LF J 03 -LF 04 -SM 08 -CA r 06 -LP R SEWER EASEMENT 04 -RT \ 05 -TM 3 -LP J�t 3 -LP N SCOTT BOULEVARD 05 -SR \ Nor \ \ 05-SJM 03 -TM 04 -RT n 05 -SR q* 01 ID QTY. BOTANICAL/COMMON NAME o MAT. SIZE ROOT SPACING w O LL U wLu NOTES DECIDUOUS TREES J j C �o N z z 0 CC- m w 0LL w J N Lu QmzQ6� z SR 22 Syringa Reticulata u w _ 25' H X 20' W BB SEE PLAN MIN. OF 1.5" TRUNK DIAMETER AT 6" ABOVE GRADE JAPANESE TREE LILAC CO 7 Celtis Occidentalis HACKBERRY 50' H X 40-60' W BB SEE PLAN MIN. OF 1.5" TRUNK DIAMETER AT 6" ABOVE GRADE LT 7 Liriodendron Tulipifera TULIP TREE 60' H X 40' W BB SEE PLAN MIN. OF 1.5" TRUNK DIAMETER AT 6" ABOVE GRADE DECIDUOUS SHRUBS LP 51 Spiraea japonica 'Walbuma' 1-2' H X 2-3' W 2 GAL. SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED MAGIC CARPET SJ 53 Spiraea japonica 'Little Princess' 4-5' H X 5-7' W 2 GAL. SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED LITTLE PRINCESS SPIREA SM 45 Syringo Meyeri 'Palibin' 5' H X 5-7' W 2 GAL. SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED DWARF KOREAN LILAC SJM 26 Spiraea Japonica 5' H X 5-7' W 2 GAL. SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED JAPANESE MEADOWSWEET RT 8 Rhus typhina STAGHORN SUMAC 15-25' H X 20-30' W 3 GAL. SEE PLAN MIN. OF 36" HEIGHT WHEN PLANTED EVERGREEN SHRUBS TM 23 Taxus x media 'Hatfieldii' 10-15' H X 5-10' W 3 GAL. SEE PLAN MIN. OF 36" HEIGHT WHEN PLANTED HATFIELD YEW ORNEMENTAL GRASSES CA 60 Calamagrostis x acutiflora 'Karl Foerster' 3-5' H X 2-3' W 2 GAL. SEE PLAN MIN. OF 18" HEIGHT WHEN PLANTED Foersters Feather Reed Grass ALL PLANTS NURSERY MATCHED, QUALITY SPECIMEN; PLANS SHALL SUPERCEDE PLANT COUNTS n civil -survey Sheets 210216 - Landscape Plan ID 0 0 /\ N N zr -I 0 D m `- (70 ` U Oz V° U O X Lu Q L Lu w z 3 z w \ \ 0 15 30 7 o \ \� o 01 -LT \ \7,p o \ \ w O Q 01 -CO \ \ (D U \ \ z z O 0 w \ / o 01 -LT I / 01 -CO /� Lu O /Q 01 -LT z ° oc o oc Lu "w LL U w O LL U wLu z (D Q J j C �o N z z 0 CC- m w 0LL w J N Lu QmzQ6� z of z Q u w _ � 0 z z J z V Q z ° oc o z Lu "w LL U Q O LL U Z)0 w o Ln z Q U �o 0 U z z oz o CC- Q w 0LL w J N ° N LL SHEET NUMBER: z L1.00 From: markrenshawCcbicloud.com on behalf of markrenshaw(came.com To: PlanninaZoninaPublic Cc: Anne Russett Subject: Case No. REZ22- 0016 Date: Wednesday, January 18, 2023 10:52:53 AM r ** This email originated outside of the City of Iowa City email system. Please take extra care opening any links or attachments. ** To Whom it may concern: I reiterate my original, unaddressed concerns voiced at the October 6, 2022 meeting: Do not approve this rezoning until the current traffic issues are addressed and improved at the intersection of North Dodge Street and North Scott Boulevard. Please investigate and consider the implications of having multiple businesses with potential high- volume queuing conditions at this intersection -- directly across from Iowa City Fire Station 4. My first-hand observation is the fire station driveway is already regularly blocked by traffic. This needs to be addressed before attracting additional traffic volume to the area. Allowing the addition of a high-volume drive-through at a currently inadequately engineered intersection with a busy emergency response station seems like bad planning to this citizen. Thank you for your attention. Sincerely, Mark Renshaw 72 Hickory Heights Lane, Iowa City, IA 52245 From: Svnan, William J To: Parker Walsh Subject: REZ22-001 Date: Tuesday, January 17, 2023 1:41:55 PM r i ** This email originated outside of the City of Iowa City email system. Please take extra care opening any links or attachments. ** To Whom it may concern, I would like to express some reservations regarding the proposed rezoning at the southern portion of the intersection of Scott Blvd and North Dodge. I can understand having a commercial entity along North Dodge but I do not think a separate commercial building should be placed along Scott Blvd adjacent to an existing single family residential community. I wonder if the owner, Green State Credit Union, has considered the possible impact on the homeowners in that community who are holding home mortgages, perhaps from Green State Union. I also do not think it is appropriate to have a drive through coffee establishment at that corner for two reasons. First, that area has had a history of congestion during morning and early evening rush hour for years and second it would be right across from the Fire Station. There are also two Coffee establishments already on Nort Dodge about 100 to 200 yards away on North Dodge — Press and Starbucks. Neither of these are located on a corner and across from a Fire station. The only part of the proposal that seems to make sense is the placement of the 9 townhomes. That would blend well given the fact that there are a grouping of similar townhomes on the north side of the corner at the intersection of North Dodge and Scott. I would strongly urge the property owner to reconsider the sale of the property for such a proposal. Needless to say, I am not in favor of the proposal as it stands now. Also, I would like to mention, I do not live in the Hickory Heights community or Oaknoll however I do travel that route on a daily basis. Sincerely, William Synan 833 Cypress Ct. Iowa City Iowa Item Number: 7.b. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution setting a public hearing on February 21, 2023 on project manual and estimate of cost for the construction of the 2023 Park Renovations Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Prepared By: Marri VanDyke, Civil Engineer Reviewed By: Juli Seydell Johnson, Parks and Recreation Director Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: $865,000 available in the Kiwanis, Hunter's Run, Happy Hollow, and Hickory Hill Park accounts, account #'s R4359, R4375, R4371, and R4365 respectively Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Resolution Executive Summary: This item begins the bidding process for the 2023 Park Renovations Project, which includes playground, shelter, and restroom replacements, as well as sidewalk and accessibility improvements, located at Kiwanis, Hunter's Run, Happy Hollow, and Hickory Hill parks. Background / Analysis: Originally, the City hired Snyder and Associates to develop plans for renovations at Kiwanis and Hunter's Run Parks. The recently revised CIP recommended moving Happy Hollow and Hickory Hill Parks to the 2023 construction year, and these parks were added to the project via amendment to the consultant agreement. All four parks are prioritized in the 2017 Park Master Plan due to the age and condition of their current structures. The Kiwanis Park playground will be replaced while maintaining the existing playground limits and natural theme. Two public meetings were held for Kiwanis park: the first meeting gathered general opinions and the second meeting surveyed preferences between specific options. The Hunter's Run Park playground will also be replaced. An RFP was sent out to playground manufacturers and a public meeting was held to determine the preferred playground design. The existing playground at Happy Hollow Park will be removed, and a new playground boundary will be installed. New playground equipment will be selected this spring, which will be purchased and installed by the City outside of this project. Improvements to the baseball field will also be made. For Hickory Hill Park, the restrooms and shelter off of Conklin Lane will be replaced. These improvements align with what is included in the 2016 Hickory Hill Park Master Plan. City staff has worked closely with Friends of Hickory Hill during project design. Additionally, this project includes sidewalk and accessibility improvements at all four parks. Due to potential budgetary constraints and the volatile bidding environment, staff is recommending the Hickory Hill improvement be bid as an alternate. Project Timeline: Hold Public Hearing — February 21, 2023 Bid Letting — March 15, 2023 Award Date — March 21, 2023 Construction — April to October 2023 Prepared by: Marri VanDyke, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5044 Resolution No. 23-36 Resolution setting a public hearing on February 21, 2023 on project manual and estimate of cost for the construction of the 2023 Park Renovations Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Kiwanis, Hunter's Run, Happy Hollow, and Hickory Hill Park accounts, account #'s R4359, R4375, R4371, and R4365 respectively. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: A public hearing on the project manual and estimate of cost for the construction of the above- mentioned project is to be held on the 215' day of February, 2023, at 6:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the project manual and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 7th day of February , 2023 a AP M (� (� Approved by / Attest: City Clerk �) City Attorney' Office - 02/02/2023 It was moved by Taylor and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: X X X Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas Item Number: 7.c. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution setting public hearing on setting the maximum property tax levy for certain levies for the proposed budget ending June 30, 2024. Prepared By: Nicole Davies, Finance Director Reviewed By: Geoff Fruin, City Manager Fiscal Impact: Proposed as part of the Fiscal Year 2024 Budget. Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Max Levy Hearing Notice.pdf FY2024 Resolution Setting Public Hearing for Max Property Tax.doc Executive Summary: The State legislature adopted new law changes regarding the annual budgeting process. Cities are now required to hold a public hearing to set a maximum property tax levy for certain levies. The proposed public hearing date is February 21, 2023 at 6 p.m. for the City Council to consider the City's proposed maximum property tax levy for certain levies for the proposed fiscal year 2024 budget. Background / Analysis: In the Spring of 2019, the State law changes incorporated new regulations surrounding the management of the annual budget process. In addition to being adopted as part of the budget, which is subject to a public hearing, a maximum property tax levy for certain levies is now required to be approved by the City Council by resolution prior to the adoption and public hearing for the proposed budget. The levies required to be included in the maximum property tax levy are non -voted levies, which for the City of Iowa City include the Regular General Levy, the Transit Levy, the Tort Levy, the Emergency Levy, and the Employee Benefits related levies. The total maximum property tax levy for the affected levies is $55,892,853 and the calculated maximum tax rate for the affected levies is $12.88459. The Library Levy and the Debt Service Levy were not affected by the changes to the Iowa Code. Those levy rates are $.27 and $2.47846, respectively. The proposed total combined property tax levy rate is $15.63305, which is unchanged from the combined levy rate for fiscal year 2023. The Ag Land Levy rate is also not affected and remains at $3.00375, and the Downtown SSMID Levy rate is not affected and has increased to $2.50. A South District SSMID Levy rate is not affected and has a rate of $5.00. The notice of public hearing is to be published in a newspaper of general circulation in Iowa City, not less than ten days and no more than 20 days before the public hearing, as well as published on the City's website and social media pages. The chosen publication date is February 9, 2023. If the property tax dollars requested result in a greater than 2% increase from the previous fiscal year, a two-thirds majority vote approval is needed. The City's proposed increase in the maximum property tax for certain levies is in excess of 2%, therefore we will need approval from a two-thirds majority of Council members. 1/25/23, 11:54 AM Local Government Property Valuation System NOTICE OF PUBLIC HEARING - CITY OF IOWA CITY - PROPOSED PROPERTY TAX LEVY Fiscal Year July 1, 2023 - June 30, 2024 The City Council will conduct a public hearing on the proposed Fiscal Year City property tax levy as follows: Meeting Date: 2/21/2023 Meeting Time: 06:00 PM Meeting Location: 410 E. Washington St., Emma Harvat Hall At the public hearing any resident or taxpayer may present objections to, or arguments in favor of the proposed tax levy. After adoption of the proposed tax levy, the City Council will publish notice and hold a hearing on the proposed city budget. City Website (if available) City Telephone Number icgov.org (319) 356-5050 Explanation of significant increases in the budget: Property Tax askings for fiscal year 2024 are 2.28% higher than those of fiscal year 2023. Health insurance increase was 10% and inflationary increases in fuel, supplies and materials. If applicable, the above notice also available online at: icgov.org *Total city tax rate will also include voted general fund levy, debt service levy, and capital improvement reserve levy. **Budget year effective property tax rate is the rate that would be assessed for these levies if the dollars requested is not changed in the coming budget year https:Hdom-localgov.iowa.gov/budget-renderer?id=14282 1/2 Current Year Certified Property Tax 2022 - 2023 Budget Year Effective Property Tax 2023 - 2024 Budget Year Proposed Maximum Annual % Property Tax 2023 - 2024 CHG Regular Taxable Valuation 4,241,061,964 4,337,961,307 4,337,961,307 Tax Levies: Regular General 34,352,601 34,352,601 35,137,487 Contract for Use of Bridge 0 Opr & Maint Publicly Owned Transit 4,029,009 4,029,009 4,121,063 Rent, Ins. Maint. Of Non -Owned Civ. Ctr. 0 Opt & Maint of City -Owned Civic Center 0 Planning a Sanitary Disposal Project 0 Liability, Property & Self -Insurance Costs 1,231,774 1,231,774 1,259,917 Support of Local Emer. Mgmt. Commission 0 Emergency 848,212 848,212 867,592 Police & Fire Retirement 3,978,964 3,978,964 4,069,876 FICA & IPERS 3,864,074 3,864,074 3,952,360 Other Employee Benefits 6,339,709 6,339,709 6,484,558 Total Tax Levy 54,644,343 54,644,343 55,892,853 2.28 Tax Rate 12.884591 12.596781 12.884591 1 Explanation of significant increases in the budget: Property Tax askings for fiscal year 2024 are 2.28% higher than those of fiscal year 2023. Health insurance increase was 10% and inflationary increases in fuel, supplies and materials. If applicable, the above notice also available online at: icgov.org *Total city tax rate will also include voted general fund levy, debt service levy, and capital improvement reserve levy. **Budget year effective property tax rate is the rate that would be assessed for these levies if the dollars requested is not changed in the coming budget year https:Hdom-localgov.iowa.gov/budget-renderer?id=14282 1/2 Prepared by: Nicole Davies, Finance Director, 410 E. Washington St., Iowa City, IA 52240 (319)356-5063 Resolution No. 23-37 Resolution setting public hearing on setting the maximum property tax levy for certain levies for the proposed budget ending June 30, 2024. Be it resolved by the City Council of Iowa City, Iowa, that a public hearing will be held in Emma J. Harvat Hall of the Iowa City City Hall, 410 East Washington Street, Iowa City, Iowa, at 6:00 p.m., February 21, 2023, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk, to permit any citizen to be heard for or against the setting of a maximum property tax levy for certain property tax levies for the budget year ending June 30, 2024. The City Clerk is hereby directed to give notice of said public hearing and time and place thereof by publication in the Iowa City Press -Citizen, a newspaper of general circulation in Iowa City, not less than ten (10) days and not more than twenty (20) days before the time set for such hearing. Passed and approved this 7th day of February 20 23 I Ma Approved by Attest: l �.�� ( 1...^ �� `J,,j t1 t- , G City Clerk �: City Attorne s Office - 01/30/2023 It was moved by Tayj, and seconded by RP, g„G the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Alter X Bergus X Dunn X Harmsen X Taylor X Teague _X Thomas Item Number: 11.a. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution approving project manual and estimate of cost for the construction of the J Street Sanitary Sewer Replacement 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: Reviewed By: Fiscal Impact: Staff Recommendation Attachments: Location Map Resolution Joe Welter, Senior Engineer Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager $550,000 available in the Annual Sewer Main Replacement, Account #V3101 Approval N/A Executive Summary: The project generally includes: sanitary sewer manholes, sanitary sewer pipes, sanitary sewer service reconnection, water main valves, street pavement, driveways, seeding/sodding, and sidewalk. The project corridor is along J Street between First and Third Avenues. Background / Analysis: The existing sanitary sewer system along J Street has a variety of deficiencies and needs to be replaced, as rehabilitation of the existing pipes is not possible. Approximately 350 linear feet of new eight -inch main will be installed to replace the existing deficient pipe, and sanitary sewer services will be reconnected to the new main. Minor water main improvements will be made along the corridor and sidewalk infill will occur, making a connection between First and Third Avenues. This is particularly important given the proximity of the junior high and recreation center. The areas excavated for sewer and water main installation will be restored with pavement, seeding, or sodding. reet Sanitary Sew Pj, .:A41m, :A W 0 MIT, RIN t V53 MEL - . . . . . . . . . . . . . . . . . . . . . . . . x., PAT IFy . . . . . . . ... Emoll- ho Prepared by: Joe Welter, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5144 Resolution No. 23-38 Resolution approving project manual and estimate of cost for the construction of the J Street Sanitary Sewer Replacement 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 Annual Sewer Main Replacement, Account Number V3101. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 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 28' day of February, 2023. 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 6:00 p.m. on the 7th day of March, 2023, or at a special meeting called for that purpose. Passed and approved this 7th day of Attest: City Clerk February , 2023. M66r Appro d by/ G City Attorn 's Office - 02/02/2023 1t.a Resolution No. 93-3R Page 2 It was moved by Thomas and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas Item Number: 11.b. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 7, 2023 Resolution approving project manual and estimate of cost for the construction of the Gilbert Street Replacement Project [BRM -3715(667)--8N-52], 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: Melissa Clow, Special Projects Administrator Reviewed By: Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: $2,900,000 available in the Gilbert Street Replacement Project account #S3956 Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Location Map Resolution Executive Summary: This project generally includes the removal and replacement of the existing four -lane concrete bridge with a new continuous concrete slab bridge over Ralston Creek, designed to meet local and state guidelines for traffic and pedestrians, six-foot sidewalks on both sides, and aesthetic improvements to enhance the neighborhood and views of the creek. Streambank stabilization will occur upstream and downstream of the new bridge with the addition of fabric formed concrete revetment and Class E revetment. Storm sewer will also be upsized from 15" to 30" diameter RCP pipe to provide additional capacity from Court Street to Ralston Creek where localized flooding during heavy rainstorms has been reported. Water main improvements will occur immediately north of the bridge to prepare for a future project. In addition, the project will include the undergrounding of overhead utilities within the project corridor. Background / Analysis: The 2019 Biennial Bridge Inspection Program identified advanced deterioration of the bridge deck and super structure on the Gilbert Street bridge, which was constructed in 1972. There is also significant cracking and spalling at the north bridge approach that currently requires frequent maintenance. Widespread minor damage and bank slump is noted in the channel and there is no traffic barrier separating pedestrians from vehicles. The Program recommends the bridge to be scheduled for significant repairs or full replacement. The Iowa Department of Transportation awarded the City funds for the replacement of the Gilbert Street Bridge over Ralston Creek through the City Bridge Program. Federally funded projects can receive reimbursement of eligible project costs, up to a limit of $1,000,000. This project is expected to be let through the Iowa DOT in March for a Spring 2023 construction start date. Project Timeline: Bid Letting Date: March 21, 2023 Contract Award Council Meeting Date: April 4, 2023 Construction Dates: April 2023 — October 2023 I �I 1 I I i•' -------------- _ -- I � , -------- -' I MAIDEN LN+! MAIDEN LN I I I I I y--------- ---------- d LINN 5T I Moy awl ------------------------�--_�--------�--- l -- -�--'T-F --iv I � I ' - -------�------ --- - - - - -- �_- VAN BUREN ST ^� 4. - — - _ ---- - ' I 4 CITY OF IOWA CITY END VGs ONRING 111114-41- I J I J 4 GILBERT ST BRIDGE REPLACEMENT AND UTILITY UNDERGROUNDING Prepared by: Melissa Clow, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5413 Resolution No. 23-39 Resolution approving project manual and estimate of cost for the construction of the Gilbert Street Replacement Project [BRM - 3715(667) --8N-52], 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, this project will be bid by the Iowa Department of Transportation (DOT); and Whereas, bids will be accepted on March 21, 2023 at 10:00 a.m. by the DOT, Office of Contracts in Ames, Iowa; 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 Street Bridge Replacement Project account # S3956. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 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 form and amount prescribed in the bidding proposal. 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. Bids for the above-named project are to be received by the DOT, Office of Contracts, 800 Lincoln Way, Ames, Iowa, before 10:00 a.m. on the 21st day of March, 2023. Thereafter, the bids will be opened and announced by the DOT, 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 6:00 p.m. on the 4th day of April, 2023, or at a special meeting called for that purpose. Passed and approved this 7th day of FehruarjZ , 2023. Maia Resolution No. 9-�--j9 Page 2 Attest: City Clerk It was moved by Harmsen and seconded by adopted, and upon roll call there were: Ayes: x R Nays: Approved by Z/ - City Attorney's Office — 01/30/2023 Alter the Resolution be Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas