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HomeMy WebLinkAboutT-5456 - Conditions of Approval - MADISON 3420 W - 5/4/2020 Page 1 of 6 T:\Traffic Planning\_CONDITIONS OF APPROVAL\TRACT MAPS\5400\T-5456\T-5456 - P19-04222 MADISON 3420 W.doc DATE: May 1, 2020 Revision TO: Will Tackett, Planning Manager 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 for T-5456 / P19-04222 210 - Lot Single Family Residential Subdivision 3420 West Madison Avenue Fagundes Bros. Dairy / Precision Civil Engineering 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. Provide the following information prior to the acceptance of the final map submittal. This can result in additional conditions of approval. 1. Verify that the border is correct. Incorrect boundaries could result in extending timelines due to the need for separate processes, timelines and fees. 2. Revise all cross sections and the map to comply with Public Works Standards: 56’ interior P-56 (5.5’ 4’-.5’) Valentine:2-way left turn: P-54 (12-7-11-12-11-7-12) Valentine: bus P-54 (12-7-11-6-6-11-7-3-12-10) 36’ west side – 49’ east side Madison: P-54 (12-7-11-6) (12-5) Coordinate with F.I.D. Remove striping from the cross section. Striping to be approved with the street plans. Entry Streets: P-86 (7-18-10-18-7) 3. Identify all easements on the map. 4. Traffic calming will be reviewed and approved with the street plans. Address the lack of parking adjacent to the proposed traffic circle. 5. Identify two points of access for phase I. 6. Identify and provide a temporary turn around for any phase that creates a dead end greater than 1-lot. 7. Identify the bus bay at the northeast corner of Valentine and Madison per P-69. Page 2 of 6 T:\Traffic Planning\_CONDITIONS OF APPROVAL\TRACT MAPS\5400\T-5456\T-5456 - P19-04222 MADISON 3420 W.doc General Conditions: 1. Street Dedications: Provide corner cut dedications at all intersections for accessibility ramps. 2. 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. Local to Collector Street Intersections: The intersection of two local continuous streets shall have a minimum of 160’ offset measured from center line to center line. 4. Local street lengths exceeding 800’ and four way intersections may require traffic calming measures. 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 offsite overhead utilities with the limits of this map in accordance with Fresno Municipal Code Section 15-4114. 9. Irrigation /Canal: All piping shall be located outside of the proposed street right of way. Any piping across city streets shall be rubber gasketed reinforced concrete pipe (RGRCP) constructed perpendicular to the street. 10. Plan Submittal: Submit the following plans, as applicable, in a single package, to the Public Works Department for review and approval: Street: construction, signing, striping, traffic signal and streetlight. 11. Backing onto a major street is prohibited. 12. 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. 13. 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. Page 3 of 6 T:\Traffic Planning\_CONDITIONS OF APPROVAL\TRACT MAPS\5400\T-5456\T-5456 - P19-04222 MADISON 3420 W.doc Frontage Improvement Requirements: Public Streets: Madison Avenue: 3-lane Collector 1. Dedication Requirements: a. Dedicate 36’ of property, from section line, for public street purposes, within the limits of this application, per Public Works Standard P-54, P-69. b. Dedicate a corner cuts for public street purposes at all intersections. c. Relinquish direct access rights to Madison Avenue from all lots within this subdivision. 2. Construction Requirements: a. Construct concrete curb, gutter and an 8’ sidewalk to Public Works Standard P-5, P-7 and P-53. The curb shall be constructed to a 12’ pattern. (meandering walk shown) b. Construct curb ramps per Public Works Standards at all intersections. Entries: R=20’, P-28 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 Standards E-1 and E-8, within the limits of this subdivision. Street lights 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-18 or as approved by the City Engineer. Valentine Avenue: 3-lane Collector 1. Dedication Requirements: a. Dedicate 36’- 49’ (to accommodate the school bus turnout) of property, from section line, for public street purposes, within the limits of this application, per Public Works Standard P-54 and P-69. b. Dedicate a corner cut for public street purposes at all intersections. c. Relinquish direct access rights to Valentine Avenue from all lots within this subdivision. 2. Construction Requirements: a. Construct concrete curb, gutter and an 8’ sidewalk to Public Works Standard P-5, P-7 and P-53. The curb shall be constructed to a 12’ pattern. (meandering walk shown) e. Construct curb ramps per Public Works Standards at all intersections. Entries: R=20’, P-28 b. 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. c. Construct an underground street lighting system to Public Works Standards E-1 and E-8, within the limits of this subdivision. Street lights installed on major streets shall be fed from a service pedestal with a master photo control as detailed in Section 3- Page 4 of 6 T:\Traffic Planning\_CONDITIONS OF APPROVAL\TRACT MAPS\5400\T-5456\T-5456 - P19-04222 MADISON 3420 W.doc 3.17 of the City Specifications and Standard Drawings E-15, E-18 or as approved by the City Engineer. Interior Streets: 1. Entry Streets: Parking is prohibited within the limits of the median. Construct the following intersections to Public Works Standard P-86: a. Madison and Prospect b. Madison and Tuolumne c. Valentine and Chandler 2. Dedicate, design and construct all curb, gutter, sidewalk, (both sides), permanent paving, cul-de-sacs, easements and underground street lighting systems on all interior local streets to Public Works Standard P-56. All driveways shall be constructed to Public Works Standards P-1 and P-6. 3. 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. 4. Garages: Garage or carport setbacks are recommended to be a minimum of 18’ from the back of walk or curb, whichever is greater. 5. Provide a 10’ visibility triangle at all driveways. 6. Design local streets with a minimum of 250’ radius. 7. Dead-end Streets for all phases: Any temporary dead-end streets created by this subdivision shall be properly barricaded in accordance with the Public Works Standard P-100. Specific Mitigation Requirements: A. Within the subdivision border: 1. Relinquish direct vehicular access rights to : a. the north property line of lot 11. b. the east property line of lot 85. c. the west property line of lot 84. B. Outside of the subdivision border: to be completed with Phase I APN 326-100-46 Valentine at Madison 1. Dedication Requirements a. Madison and Valentine: Dedicate 36-44’ of property, from section line, for public street purposes, within the limits of this parcel per Public Works Standards P-54 and P-69. b. Dedicate a corner cut for public street purposes at the intersection. Page 5 of 6 T:\Traffic Planning\_CONDITIONS OF APPROVAL\TRACT MAPS\5400\T-5456\T-5456 - P19-04222 MADISON 3420 W.doc 2. Construction Requirements a. Construct concrete curb, gutter and a 6’ sidewalk to Public Works Standard P-5 and P-53. The curb shall be constructed to a 12’ pattern. b. Construct curb ramps per Public Works Standards at the intersection. R=30’, P-30 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. APNs: 326-100-32, 54, 30 and 31: 1. Dedication Requirements a. Dedicate 36-47’ (A transition is required from the existing subdivision, T-5206, to the east) of property, from section line, for public street purposes, within the limits of these parcels per Public Works Standard P-54. 2. Construction Requirements: a. Construct concrete curb and gutter to Public Works Standard P-5 and P-53. The curb shall be constructed to a 12’ pattern. Safe Route to School: Safe routes to schools shall be prioritized for all projects per the Complete Streets Policy 240.3, approved by Council on October 10, 2019 and Safer Routes to School Resolution 2020-012, approved by Council on January 16, 2020. Valentine: from Tuolumne to Madison AND Madison: from Valentine to Brawley 1. Dedication requirements a. Dedicate 36-44’ of property, from section line, for public street purposes, within the limits mentioned above, per Public Works Standards P-54 and P-69. b. Dedicate a corner cut for public street purposes at the northwest intersection of Madison/Valentine. the northeast intersection of Madison/Brawley. 2. Construction requirements a. Construct concrete curb, gutter and a 6’ sidewalk to Public Works Standard P-5 and P-53. The curb shall be constructed to a 12’ pattern. d. Construct curb ramps with a 30’ radius, per Public Works Standard P-30 at: the northwest intersection of Madison/Valentine. the northeast intersection of Madison/Brawley. 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 be not be required to construct the signal but would be required to pay the applicable fee. Page 6 of 6 T:\Traffic Planning\_CONDITIONS OF APPROVAL\TRACT MAPS\5400\T-5456\T-5456 - P19-04222 MADISON 3420 W.doc 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. 1. Valentine Avenue: Install a signal pole with a 150-watt equivalent LED safety light and an oversize street sign to Public Works Standards at the northeast corner of Valentine Avenue and Madison Avenue. UGM Requirements: This Map is in UGM major street zone E-3; therefore pay all applicable UGM fees. Madison Avenue: 3-Lane Collector 1. Dedicate and construct (2) 17’ center section travel lanes and an additional 6’ on the north side of the section line for a future 12’ center two-way left turn lane from Valentine to T-5206 and from Valentine to Brawley. Where applicable, stripe 200’ left turn pockets at all major intersections. If not existing, an additional 8’ dedication is required beyond the edge of pavement. Dedication shall be sufficient to accommodate additional paving and any other grading or transitions as necessary based on a 45 MPH design speed. a. Phase I- From Valentine To: T-5206 and from Valentine to Brawley Valentine Avenue: 3-Lane Collector 1. Dedicate and construct (2) 17’ center section travel lanes and a 12’ center two-way left turn lane from Madison to the northern limits of this subdivision. Where applicable, stripe 200’ left turn pockets at all major intersections. If not existing, an additional 8’ dedication is required beyond the edge of pavement. Dedication shall be sufficient to accommodate additional paving and any other grading or transitions as necessary based on a 45 MPH design speed. a. Phase I – From: Tuolumne To: Madison b. Phase II- From: Tuolumne To: the northern limits of this subdivision.