Loading...
HomeMy WebLinkAboutT-6246 - Conditions of Approval - ALICANTE - 9/27/2021 DATE: September 27, 2021 TO: Israel Trejo, Supervising Planner Planning and Development Department THROUGH: Andrew Benelli, PE, Assistant Director, City Engineer Public Works Department, Traffic Operations and Planning Division FROM: Louise Gilio, Traffic Planning Supervisor Public Works Department, Traffic Operations and Planning Division SUBJECT: Public Works Conditions of Approval T-6246 / P21-04697 a 144-lot single family subdivision Alicante Drive McDonald Homes / Giannetta The Public Works Department, Traffic Operations and Planning Division, has completed its review and the following requirements are to be placed on this tentative map as a condition of approval by the Public Works Department. COMPLIANCE REQUIRED: Provide the following information prior to the acceptance of the final map submittal. This can result in additional conditions of approval. 1. Provide a Trip Generation letter that shows a comparison with the EIR. 2. Verify that the border is correct. Incorrect boundaries could result in extending timelines due to the need for separate processes, timelines and fees. 3. Revise local street cross sections to Public Works Standards or resubmit cross sections to meet our minimum requirements as shown on the standards. Provide cross sections on the map for all streets that are not proposed to a Public Works Standard. 4. Park: Delete from the map. The proposed park on this map was not a part of the design included for CFD No. 15. Contact Ann Lillie. 5. When permanent facilities are not available from the Fresno Metropolitan Flood Control District, the applicant shall identify a temporary onsite storm water basin per Public Works Standard P-97 for review and approval from Public Works. 6. Identify all easements on the map. Identify the existing private pipe and provide a note if it is to remain or to be abandoned. If remaining, identify and dimension the easement. 7. Identify traffic calming for local street lengths exceeding 800’ and four- way intersections. 8. Identify and provide a cul-de-sac adjacent to Lots 63 and 64. 9. Visibility: Identify at the entrance. General Conditions: 1. Street Dedications: Provide corner cut dedications at all intersections for accessibility ramps. 2. Right of way: All right-of-way “outside” of the subdivision border shall either be acquired prior to recordation of Final Map, or a deposit equal to the value of the right-of-way and an estimate of the City staff time necessary to acquire the right-of-way shall be submitted prior to recordation of the Final Map. 3. Plan Submittal: Submit the following plans, as applicable, in a single package, to the Public Works Department for review and approval prior to recordation of the Final Map. Street: construction, signing, striping, traffic signal and streetlight. 4. Traffic Calming: Traffic calming shall be provided for local street lengths exceeding 800’ and four-way intersections. Design to be approved on the street plans. 5. Outlots: If the subdivider seeks to dedicate to the City, in fee, an outlot for open space purposes, subdivider shall prove to the City that the outlot is free of toxic or hazardous materials pursuant to the requirements of City Administrative Order 8-1, including, but not limited to, performing a Phase I Soils Investigation. The soils Investigation report shall be submitted to the Public Works Department for review and approval. The subdivider must obtain Public Works approval of the soils investigation report and complete any mitigation work identified by the soils investigation prior to subdivider’s submittal of the Final Map to the Public Works Department. Any and all costs associated of the soils investigation and any required mitigation work shall be performed at the sole expense of the subdivider. 6. Encroachment Covenants: The construction of any overhead, surface or sub-surface structures and appurtenances in the public right of way is prohibited unless an encroachment covenant is approved by the City of Fresno Public Works Department, Engineering Services Division, (559) 621-8681. Encroachment covenants must be approved prior to issuance of building permits. 7. Street widening and transitions shall also include utility relocations and necessary dedications. 8. Overhead Utilities: Underground all existing overhead utilities with the limits of this map in accordance with Fresno Municipal Code Section 15-4114. 9. Backing onto a major street: Backing onto a major street is prohibited. 10. The first order of work shall include a minimum of two points of vehicular access to the major streets for any phase of this development. 11. Intersection Visibility: Maintain visibility at all intersections as described in the Fresno Municipal Code Section 15-2018. 12. Driveway Approaches: The throat of the driveway approaches shall be the same width as the driveway. Approach widths shall be built to Public Works Standard P-6. Frontage Improvement Requirements: Public Streets: Alicante Drive: modified 2-Lane Collector 1. Dedication Requirements: a. Dedicate 94’ of property, from centerline, for public street purposes, within the limits of this application, per Public Works Standards. b. Dedicate a 1’ pedestrian easement per Public Works Standards P-56A or P-56B. c. Dedicate corner cuts for standard curb ramps per Public Works Standards at all intersections. d. Relinquish direct access rights to Alicante Drive from all lots within this subdivision. 2. Construction Requirements: a. Construct concrete curb, gutter and a 6’ sidewalk to Public Works Standard P-5. The curb shall be constructed to a 10’ residential pattern (5.5’ – 6’ - .5’). If trees are proposed a minimum of 5.5’ are required between the curb and walk. b. Construct standard curb ramps per Public Works Standards at all intersections. Major street to major street: R=30’, dual ramps per P-30 Major street to local street: R=20’-25’ per P-24 and P-25 c. Construct 20’ of permanent paving per Public Works Standard P-50 (measured from face of curb) within the limits of this subdivision and transition paving, as necessary. d. Construct an underground street lighting system to Public Works Standard E-1 and E-7A, E-7B major to local, E-8 signalized, within the limits of this subdivision. Streetlights installed on major streets shall be fed from a service pedestal with a master photo control as detailed in Section 3-3.17 of the City Specifications and Standard Drawings E-15, E-17 and/or E-18 or as approved by the City Engineer. OR- As approved on the streetlight plans. Interior Streets: redesign required 1. Entry Streets: Provide a minimum of 5 ½’ from face of curb to walk. No parking is allowed within the limits of the proposed median. 2. Knuckles and cul-de-sacs: Provide a minimum of radius of 47’. 3. Dedicate, design and construct all driveways, ramps, curb, gutter, sidewalk, permanent paving, cul-de-sacs, easements and underground street lighting systems on all interior local streets to Public Works Standards P-1, P-2, P-3, P-4, P-5, P-6, P-18, P-28, P-50, P-56A, P-56B wedge, [E-1 and E-9A, E-9B intersections and E-11 cul-de-sacs or as approved on the streetlight plans]. Pedestrian easements are required behind driveways with sidewalk patterns less than 10’. 4. All streets and pedestrian ways shall connect to other streets and pedestrian ways to form a continuous vehicular and pedestrian network with connections within the subdivision and to adjacent development. Pedestrian paths of travel must meet current accessibility regulations. Sidewalks are recommended on both sides of the street. Identify ramps within the proposed subdivision wherever sidewalks are provided. 5. Garages: Garage or carport setbacks are recommended to be a minimum of 18’ from the back of walk or curb, whichever is greater. 6. Provide a 12’ visibility triangle at all driveways. 7. Design local streets with a minimum of 250’ radius. 8. Dead-end Streets are prohibited. Construct a modified cul-de-sac adjacent to lots 63 and 64 to allow for future connection to the east: Specific Mitigation Requirements: Comply with the mitigation measure requirements of the Traffic Operations and Planning Manager in the Development Departments FAASTER System. Reference the Revised review of the EIR for TIS 21-002 dated April 28, 2021. Outside of the subdivision border- 1. Dedicate and construct: Alicante Drive: Dedicate and construct full off-site improvements on the south and west sides of Alicante. Adjacent to parcels 76 and 77: Dedicate additional street right of way and construct full off-site improvements across Mazie Avenue. Traffic Signal Mitigation Impact (TSMI) Fee: This project shall pay all applicable TSMI Fees at the time of building permit. Contact the Public Works Department, Frank Saburit at (559)621-8797. The fees are based on the Master Fee schedule. In some cases, traffic signals may be conditioned on multiple maps. If the signal is existing at the time of the final map, the applicant would not be required to construct the signal but would be required to pay the applicable fee. TSMI fee is credited against traffic signal and Intelligent Transportation System (ITS) improvements, provided that the improvements are constructed at ultimate locations, contained within the build out of the General Plan circulation element and are included in the latest Nexus Analysis for TSMI fee. Project specific impacts that are not consistent with the General Plan, Public Works Standard Drawings or not incorporated in the TSMI fee infrastructure costs, are not reimbursable. Failure to pay this fee or construct improvements that are credited / reimbursable with this fee will result in a significant unmitigated impact as this fee is applied to all projects within the City Sphere of Influence. If the applicant is conditioned with improvements that are credited / reimbursable with this fee, they should work with the Department of Public Works and identify, with a Professional Engineer’s estimate, the costs associated with the improvements, prior to paying the TSMI fee at time of building permit. Fresno Major Street Impact (FMSI) Fee: This Map is in the New Growth Area; therefore, pay all applicable growth area fees and City-wide regional street impact fees. In some cases, center section improvements or bridges may be conditioned on multiple maps. If the improvements are existing at the time of the final map, the applicant would not be required to construct them, but would be required to pay the applicable fee. Regional Transportation Mitigation Fee (RTMF): Pay all applicable RTMF fees to the Joint Powers Agency located at 2035 Tulare Street, Suite 201, Fresno, CA 93721; (559) 233-4148 ext. 200; www.fresnocog.org. Provide proof of payment or exemption prior to certificate of occupancy. PUBLIC WORKS DEPARTMENT City Hall Scott L. Mozier, P.E. 2600 Fresno Street, 4th Floor Public Works Director Fresno, California 93721 Ph. (559) 621-8800 www.fresno.gov April 28, 2021 Israel Trejo, Supervising Planner Planning and Development Department 2600 Fresno Street, 3rd Floor Fresno, CA 93721 SUBJECT: REVISED - REVIEW OF THE TRAFFIC IMPACT ANALYSIS DATED MARCH 31, 2021 AND CHAPTER 3 SECTION 17 – TRANSPORTATION OF THE ENVIRONMENTAL IMPACT REPORT PREPARED BY CRAWFORD & BOWEN PLANNING, INC. (STATE CLEARINGHOUSE #2000021003) FOR THE COPPER RIVER RANCH DEVELOPMENT LOCATED ON THE NORTHWEST QUADRANT OF WILLOW AVENUE AND COPPER AVENUE TIS 21-002, P20-03995 PROJECT OVERVIEW Traffic Operations and Planning staff has reviewed the Traffic Impact Analysis (TIA) prepared by JLB Traffic Engineering, Inc. and Chapter 3 Section 17 – Transportation of the Environmental Impact Report (EIR) prepared by Crawford & Bowen Planning, Inc. for the proposed Copper River Ranch Development, “project”. At build out, the project has proposed to have constructed the following: 3,278 residential units (2,429 single family & 849 multi-family) 254,423 square feet of mixed-use commercial uses Park-N-Ride lot with 23 parking spaces 28.80 acres of park space 3.30 acres of wastewater treatment plant The TIA evaluated the impacts of the project by analyzing 23 intersections in the vicinity of the project during the AM and PM peak hours. Vehicle trips projected to be generated by the project were calculated using the ITE Trip Generation Manual, 10th Edition. The table below includes a comparison of the daily (ADT), AM and PM peak hour trips projected to be generated by proposed project as shown in the 2003 EIR, this TIA / 2021 EIR, and the remaining development to be built. Page 1 of 6 Land Use Size Weekday ADT AM Peak Hour PM Peak Hour In Out Total In Out Total 2003 EIR General Plan Designations Park-N-Ride Lot with Bus Service 27 parking spaces 138 16 6 22 5 13 18 Single Family Detached Housing (ITE Code 210) 1,084 DU 10,374 206 607 813 694 401 1,095 Apartments 1,753 DU 11,780 175 719 894 701 386 1,087 Hotel 60 occupied rooms 490 20 13 33 19 17 36 City Park 2.61 acres 4 0 0 0 0 0 0 Specialty Retail Center 9,670 SF 429 0 0 0 12 15 27 Shopping Center 235,443 SF 10,110 149 95 244 425 459 884 Deli 4,000 SF 600 32 22 54 5 13 18 Wastewater Treatment Plant 3.30 acres 10 1 1 2 1 1 2 Total 33,935 599 1,463 2,062 1,862 1,305 3,167 2021 EIR Proposed General Plan Designations Park-N-Ride Lot with Bus Service 23 parking spaces 65 8 2 10 2 8 10 Single Family Detached Housing (ITE Code 210) 2,429 DU 22,930 445 1,352 1,797 1,517 888 2,405 Apartments 849 DU 6,215 89 301 390 299 176 475 City Park 28.80 acres 22 1 0 1 2 1 3 Shopping Center 254,423 SF 16,924 541 422 963 656 730 1,386 Wastewater Treatment Plant 3.30 acres 8 2 0 2 0 2 2 Total 46,164 1,086 2,077 3,163 2,476 1,805 4,281 Difference between 2021 & 2003 +12,229 +487 +614 +1,101 +614 +500 +1,114 Remaining Build-Out Phase Single Family Detached Housing (ITE Code 210) 1,270 DU 11,987 233 705 938 792 466 1,258 Apartments 849 DU 6,215 89 301 390 299 176 475 City Park 25.30 acres 20 1 0 1 2 1 3 Commercial 192,273 SF 14,230 464 380 844 539 583 1,122 Total 32,452 787 1,386 2,176 1,632 1,226 2,858 DU = dwelling units SF = square feet Page 2 of 6 GENERAL COMMENTS and CONDITIONS 1. This project shall pay its Traffic Signal Mitigation Impact (TSMI) Fee per the Master Fee Schedule at the time of building permit. The TSMI fee facilitates project impact mitigation to the City of Fresno Traffic Signal infrastructure so that costs are applied to each new project/building based on the generated ADT. The TSMI fee is credited against traffic signal installation/modifications and/or Intelligent Transportation System (ITS) improvements (constructed at their ultimate location) that plan to build out the General Plan Circulation Element and are included in the Nexus Study for the TSMI fee. If the project is conditioned with traffic signal improvements in excess of their TSMI fee amount, the applicant may apply for fee credits (security/bonding and/or developer agreement required) and/or reimbursement for work in excess of their fee as long as the infrastructure is in place at the ultimate location. The applicant should work with the Public Works Department and identify, with a Professional Engineers estimate, the costs associated with the improvements prior to paying the TSMI fee to determine any applicable fee credits and/or reimbursements. For project specific impacts that are not consistent with the General Plan, Public Works Standards, and/or are not incorporated into the TSMI fees, the infrastructure costs will not be eligible. Failure to pay this fee or construct improvements that are credited/reimbursable with this fee will result in a significant unmitigated impact as this fee is applied to all projects within the City Sphere of Influence. Improvements at the following study intersections are included in the TSMI fee program: Willow Avenue at Alicante Drive Millbrook Avenue at Copper Avenue Cedar Avenue at Copper Avenue Chestnut Avenue at Copper Avenue Willow Avenue at Copper Avenue Millbrook Avenue at Olympic Avenue Cedar Avenue at Olympic Avenue Chestnut Avenue at International Avenue Chestnut Avenue at Behymer Avenue Sommerville Avenue at Chestnut Avenue 2. This project shall pay its Fresno Major Street Impact (FMSI) Fee, which will be determined at time of building permit. This FMSI fee is creditable towards major street roadway improvements included in the nexus study for the FMSI fee. 3. The project shall pay the Regional Transportation Mitigation Fee (RTMF). Pay the RTMF fee to the Joint Powers Agency located at 2035 Tulare Street, Suite 201, Fresno, CA 93721; (559) 233-4148, ext. 200; www.fresnocog.org. Provide proof of payment or exemption, based on vesting rights, prior to issuance of building permits. Page 3 of 6 4. The proposed project shall pay the $1,055 Traffic Study review fee for review of the document. Proof of payment shall be provided to the Traffic Operations and Planning Division. 5. The proposed project shall install a traffic signal with protected left-turn phasing per City of Fresno standards at the intersection of Chestnut Avenue and Behymer Avenue prior to the issuance of building permits for development of the proposed project generating up to 950 average daily trips (ADT) of the 32,452 ADT projected to be generated by the remaining build out of the project. This improvement will improve the crossing conditions for students. The traffic signal poles shall be installed in the ultimate location and may require the acquisition of right-of-way. The intersection shall be constructed to include the following configuration: Eastbound – one (1) left-turn lane, two (2) through lanes and one (1) right-turn lane Westbound – one (1) left-turn lane, two (2) through lanes and one (1) right-turn lane Northbound – one (1) left-turn lane, one (1) through lane and one (1) right-turn lane Southbound – one (1) left-turn lane, one (1) through lane and one (1) right-turn lane Bike lanes shall be provided in all directions 6. The proposed project shall install a traffic signal with protected left-turn phasing per City of Fresno standards at the intersection of Cedar Avenue and Olympic Avenue prior to the issuance of building permits for development of the proposed project generating up to 2,400 average daily trips (ADT) of the 32,452 ADT projected to be generated by the remaining build out of the project. This improvement will improve the crossing conditions for students. The traffic signal poles shall be installed in the ultimate location and may require the acquisition of right-of-way. The intersection shall be constructed to include the following configuration: Eastbound – one (1) left-turn lane and one (1) right-turn lane Northbound – one (1) left-turn lane and two (2) through lanes Southbound –two (2) through lanes and one (1) right turn lane Bike lanes shall be provided in all directions 7. The proposed project shall install a traffic signal with protected left-turn phasing per City of Fresno standards at the intersection of Millbrook Avenue and Olympic Avenue prior to the issuance of building permits for development of the proposed project generating up to 2,400 average daily trips (ADT) of the 32,452 ADT projected to be generated by the remaining build out of the project. This improvement will improve the crossing conditions for students. The traffic signal poles shall be installed in the ultimate location and may require the acquisition of right-of-way. The intersection shall be constructed to include the following configuration: Westbound – one (1) left-turn lane and one (1) right-turn lane Northbound –two (2) through lanes and one (1) right turn lane Southbound – one (1) left-turn lane and two (2) through lanes Bike lanes shall be provided in all directions Page 4 of 6 8. The proposed project shall install a traffic signal with protected left-turn phasing per City of Fresno standards at the intersection of Willow Avenue and Alicante Drive prior to the issuance of building permits for development of the proposed project generating up to 3,800 average daily trips (ADT) of the 32,452 ADT projected to be generated by the remaining build out of the project. The traffic signal poles shall be installed in the ultimate location and may require the acquisition of right-of-way. The intersection shall be constructed to include the following configuration: Eastbound – one (1) left-turn lane and one (1) right turn lane Northbound – one (1) left-turn lane and two (2) through lanes Southbound – one (1) left-turn lane, two (2) through lanes and one (1) right-turn lane Bike lanes shall be provided along the west side of Willow in the southbound direction 9. The proposed project shall widen/construct Willow Avenue between Copper Avenue and Alicante Drive prior to the issuance of building permits for development of the proposed project generating up to 3,800 average daily trips (ADT) of the 32,452 ADT projected to be generated by the remaining build out of the project. The segment shall be widened/constructed to include two (2) 12’ travel lanes in each direction, shoulder, and a raised median island. The roadway segment shall be constructed per City of Fresno standards and may require the acquisition of right-of-way. 10. The proposed project shall install a traffic signal with protected left-turn phasing per City of Fresno standards at the intersection of Chestnut Avenue and Sommerville Drive prior to the issuance of building permits for development of the proposed project generating up to 4,800 average daily trips (ADT) of the 32,452 ADT projected to be generated by the remaining build out of the project. This improvement will improve the crossing conditions for students. The traffic signal poles shall be installed in the ultimate location and may require the acquisition of right-of-way. The intersection shall be constructed to include the following configuration: Westbound – one (1) left-turn lane and one (1) right-turn lane Northbound – one (1) left-turn lane, one (1) through lane, and one (1) shared through-right-turn lane Southbound – one (1) left-turn lane and two (2) through lanes Bike lanes shall be provided in all directions 11. The proposed project has proposed a full access intersection on Willow Avenue north of Alicante. Willow Avenue is a super arterial which allow for limited access points. All full access intersections along a super arterial shall be signalized. The proposed intersection shall be designed and constructed to include the following configuration: Eastbound – one (1) right turn lane Northbound – one (1) left-turn lane, one (1) through lane Southbound – one (1) through lane and one (1) right-turn lane Bike lanes shall be provided along the west side of Willow in the southbound direction Page 5 of 6 Page 10 of 11 L:\AndrewB\T-6246 ALICANTE (P21-04697) ajb.doc 12. Each entitlement of the proposed project shall be responsible for providing a trip generation study as part of its application. The trip generation study shall include the trip generation of the proposed project as well as the trip generation of all components approved at that time. 13. The proposed project shall make necessary improvements and right-of-way and public easement dedications along adjacent public street(s) and within the site boundaries per City of Fresno standards/requirements. 14. The proposed site plan shall be reviewed and approved by the City of Fresno Traffic Operations and Planning Division, Traffic Planning Section. If you have any further questions regarding this matter, please contact me at (559) 621-8792 or jill.gormley@fresno.gov . Sincerely, Digitally signed by Jill Gormley Jill Gormley Date: 2021.04.28 08:01:24 Jill Gormley, TE City Traffic Engineer / Traffic Operations & Planning Manager Public Works Department, Traffic Operations & Planning Services C: Copy filed with Traffic Impact Study Louise Gilio, Traffic Planning Supervisor Harman Dhaliwal, PE Andrew Benelli, Assistant Director Francisco Magos, Engineering Services Manager Jason Camit, Chief Surveyor Brian Spaunhurst, Fresno County Planning Mike Harrison, City of Clovis Page 6 of 6 -07'00' Page 11 of 11 L:\AndrewB\T-6246 ALICANTE (P21-04697) ajb.doc