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HomeMy WebLinkAboutPW00928 2024-11-21 CedarCmptStrts Jensen-Church_PSSA_FullyExecuted.pdf PROJECT SPECIFIC SUPPLEMENT AGREEMENT 1 (Pursuant to Master Dual Jurisdiction Cooperative Agreement 2 Dated September 10. 2019) 3 4 This Project Specific Supplement Agreement("PSS") is made and entered into this No�s:n� 5 Z!n day of 2024, by and between the City of Fresno, a municipal corporation 6 (City), and the County of Fresno, a political subdivision of the State of California (County) 7 (collectively, the Parties), pursuant to that certain Master Dual Jurisdiction Cooperative 8 Agreement dated September 10th, 2019, (the "Master Agreement"). 9 10 RECITALS: 11 12 A. City and County are parties to the Master Agreement, which is incorporated herein 13 by this reference. All defined terms not otherwise defined herein, shall have the 14 same meaning provided in the Master Agreement. 15 16 B. Pursuant to the Master Agreement, the Parties are to enter into a Project Specific 17 Supplement Agreement for each individual discrete dual jurisdictional Project. 18 C. S. Cedar Avenue between E. Jensen Avenue Bypass and E. Church Avenue, 19 Fresno (hereinafter the "Project Limits") are located across City/County 20 21 jurisdictional boundaries, with thirty-five percent (35%) within the jurisdiction of 22 County and sixty-five percent (65%) within the jurisdiction of City as shown on 23 "Exhibit A" hereto. 24 25 D. City and County desire to complete the following improvements and work within 26 the Project Limits, which collectively constitutes the Project: Full depth pavement 27 reconstruction and grind and overlay rehabilitation of pavement in poor condition, 28 adjustment of manholes, valves, and lids to grade, updating the existing signalized 1 1 mid-block pedestrian crossing to meet ADA compliance, reconstruction of curb 2 ramps, sidewalk, curb and gutter, installation of signage and striping including 3 extention of Class II bike lane along Cedar Aveune and replacement of traffic 4 signal loops. A funding breakdown and current project plans are attached hereto 5 as Exhibits D and E, respectively, incorporated herein by this reference, and may 6 7 be updated to reflect applicable project changes. 8 E. City and County now wish to establish the conditions specifically applicable to the 9 Project under which the Project will be completed. 10 11 NOW, THEREFORE, in consideration of the mutual acknowledgments, covenants, 12 and conditions herein contained, it is hereby agreed as follows: 13 1. Recitals. Each and all of the foregoing recitals of background facts are 14 15 incorporated herein by this reference as though set forth herein verbatim. 16 2. Master Agreement. Unless otherwise noted herein, all applicable terms and 17 provisions contained in the Master Agreement shall apply to the Project. 18 19 3. Lead Agency. The Lead Agency for the Project shall be City of Fresno. 20 4. Participating Agency. The Participating Agency for the Project shall be County 21 of Fresno. 22 23 5. Engineer's Estimate. A Preliminary Engineer's Estimate is attached hereto as 24 Exhibit B and is incorporated herein by this reference. Exhibit B may be revised 25 by the Parties at any time, by written approval of both respective Directors, to 26 27 reflect the estimated costs of modifications and refinements to the Project. 28 6 Jurisdictional Cost Share. The primary anticipated funding source for the Project 2 1 is Federal Surface Transportation Block Grant (STBG) Program. The specific 2 funding requirements are included in PROGRAM SUPPLEMENT NO. F293 to 3 ADMINISTERING AGENCY-STATE AGREEMENT FOR FEDERAL-AID 4 PROJECTS NO 06-5060F15, attached hereto as Exhibit CEach Party shall be 5 6 responsible for the actual costs of its respective obligations, as initially identified in 7 the Preliminary Engineer's Estimate, and as revised pursuant to Section 5 above 8 once the actual construction costs have been finally determined. Generally, unless 9 otherwise provided either in the Master Agreement or herein, each Party shall be 10 responsible for costs in proportion to the percentage of the Project located within 11 12 its jurisdiction as set forth in Recital C. The estimated cost for the City is 13 $1,083,245 and the estimated cost for County is $583,286. 14 15 7. Special Terms. The parties agree that the following special or specific terms shall 16 apply to the performance of the Project: 17 City shall be responsible for all Project-related acquisition of right-of-way (ROW), 18 19 as specified in Exhibit F, including obtaining title reports, performing appraisals, 20 and conducting negotiations and such legal proceedings as subsequently may 21 become necessary. 22 Count shall reimburse City for the local match Y ty portion of the actual cost 23 24 associated with all Project-related acquisition of ROW within County ROW. 25 City shall be responsible for modification to City-owned and operated utility 26 facilities. Said modifications shall be City-performed and/or Contractor-performed. 27 28 3 1 8. Assignment. Neither Party shall assign, transfer, or sub-contract this Agreement, 2 nor any of its respective rights or duties hereunder without the written consent of 3 the other Party. 4 9_ Waiver. Waiver of any breach of this Agreement by any party hereto shall not 5 6 constitute a continuing waiver or a waiver of any breach of the same or another 7 provision of this Agreement. 8 10. Counterparts. This Agreement may be executed in one or more counterparts, 9 each of which when executed will be deemed to constitute one and the same 10 11 instrument and agreement. 12 11. Severable. The provisions of this Agreement are severable. The invalidity or 13 unenforceability of any one provision of this Agreement shall not affect the other 14 15 provisions. 16 12 Amendment. This Agreement may be modified only by written instrument 17 executed by duly authorized representatives of both City and County. 18 19 13. Entire Agreement. Each party acknowledges that it has read and fully 20 understands the contents of this Agreement and represents that this entire 21 Agreement between City and County with respect to the subject matter contained 22 herein and that this Agreement supersedes all prior negotiations, representations, 23 24 or agreements, either written or oral. 25 [SIGNATURE PAGE TO FOLLOW] 26 27 28 4 1 IN WITNESS WHEREOF, the parties hereto have executed,his Agreement as of 2 the day and year first herein above written. 3 COUNTY OF FRES I 'O CITY OF FRESNO, 4 A California municipal corporation 5 By: g By: ,' Steven E. White, Director Scott Mozier, Directoe Department of Public Works and 7 Department of Public Works Planning 8 APPROVED AS TO FORM: 9 ANDREW JANZ CitWAn APPROVED AS TO LEGAL FORM 10 A DANIEL C. CEDERBORG 11 By �� /21County Counsel . Quintanilla 12eputy City Attorney By. 13 ATTEST: 14 TODD STERMER, CMC City Clerk 15 By: CWZvAA416� APPROVED AS TO ACCOUNTING 16 MaFy QHd19ff-,-De - FORM 17 Cot 1 e A4e o,rr:o s� S.ercoY OSCAR J. GARCIA, CPA O���k� C:ky Cterk Auditor-Controller/Treasurer-Tax 18 Collector 19 By: j r / C ff A� CC n . 20 21 ;1 22 23 24 25 26 27 28 5 EXHIBIT A MATCH UNE (SEE PLAN VIEW B) PROJECT SUMMARY PROJECT END I TOTAL PROJECT 198,527 �+ FRESNO COUNTY III AREA (SF) PROJECT AREA CITY - J - E € PROJECT 128,161 AREA (SF) 3 CITY AREA 65% PERCENT IICOUNTY PROJECT 70,366 AREA (SF) - _ COUNTY E KAVILAND AVE I E EUGENIA AVE AREA 35% s - I PERCENT = II II w, U CITY OF FRESNO PROJECT AREA m HURNS AVE CITY OF FRESNO PROJECT AREA U VJ Z Q I N FRESNO COUNTY 11 AROJECT FRESNO COUNTY PROJECT AREA a 0 E JENSEN—AVE U Ll V Kt U O Z } Q LEGEND: CITY OF FRESNO LIMITS E GROVE AVE _ CITY OF FRESNO PROJECT E JENSEN BYPASS MATCH LINE (SEE PLAN VIEW A) ® PROJECT AREA Y --— CITY/COUNTY BOUNDARY 3 PLAN VIEW A PLAN VIEW B PROJECT BOUNDARY REF. & REV. CITY OF FRESNO PROJ. ID. PWO0928 FUND NO. 22048 PW FILE NO. DEPARTMENT OF PUBLIC WORKS ORG. NO. 189901 PLAT N0. CEDAR AVENUE COMPLETE STREETS PROJECT DR. BY: A. GUTHRIE SHEET NO. 1 EXHIBIT A CH. BY: J. MILLER OF 1 SHEETS DATE: 02 06 2023 % SCALE: 1" = 200' EXHIBIT B it rnw�a wa V4& Template Revision: 101512022 DEPARTMENT OF PUBLIC WORKS BY:AG/JPM DATE:OS/22/24 PW ID: PW00928 FILE NO.: Sheet:1 of 2 CHKD.:JPM DATE:07/10/24 DWG.REF.:PW000928 CEDAR COMPLETE STREETS SUBJECT:CEDAR AVENUE(JENSEN AVENUE BYPASS to CHURCH AVENUE)12957If(70'-95'ROW w/4 FT'sw&3 FT'LS) FINAL ENGINEER'S ESTIMATE STPL 5060 382 lk CONSTRUCTION BID ITEMS(CON) ITEM QUANTITY DESCRIPTION OF WORK UNIT PRICE CITY QUANTITY CITY COST COUNTY QUANTIFY COUNTYCOST 1 1 L.S. Mobilization 99 000.00 0.65 64 350.00 0.35 34 650.00 2 1 L.S. Mediator Owner's 50%share 20 000.00 0.65 13 000.00 0.35 7,000.00 3 1 L.S. Traffic Control 78480.00 0.65 $ 51,012.00 0.35 $ 27,468.00 4 1 L.S. Clearing and Grubbing $ 181,810.00 0.65 $ 118,176.50 0.35 $ 63,633.50 5 1 L.S. Storm Water Pollution Prevention Plan(SWPPP)and Fugitive Dust Control Plan $ 5,000.00 FDCP Pre ration 0.65 $ 3,250.00 0.35 $ 1,750.00 6 1 L.S. Storm Water Pollution Prevention and Best Management Practices(BMP's) 21,000.00 Implementation 0.65 13 650.00 0.35 7,350.00 7 2,150 S.F. Curb Ram (Only Ramp.No landings or surrounding sidewalk $ 50.00 1397.50 $ 69,875.00 752.50 $ 37,625.00 8 350 S.F. Detectable Warning Devices 50.00 227.50 11 375.00 122.50 6125.00 9 5,100 S.F. Concrete Sidewalk $ 25.00 3315.00 $ 82,875.00 1785.00 $ 44,625.00 10 182 S.F. Concrete Drive va Commercial 5"PCCP 60.00 118.30 7,098.00 63.70 3,822.00 11 61590 L.F. Concrete Curb and Gutter Unreinforced $ 50.00 399.75 $ 19,987.50 215.25 $ 10,762.50 12 270 L.F. Concrete Curb 35.00 175.50 6,142.50 94.50 3,307.50 13 1,500 S.F. Valley Gutter with reinforcement $ 40.00 975.00 $ 39,000.00 525.00 $ 21,000.00 14 15 EA Traffic Signal LoopD E or Bi cle 1,100.00 9.75 10 725.00 5.25 5,775.00 15 1 L.S. Signing and Striping(Thermoplastic) 000.00 0.65 $ 96,200.00 0.35 $ 51,800.00 16 3,200 C.Y. Roadway Excavation 90.00 2080.00 187 200.00 1120.00 100 800.00 17 3,200 Tans Hot Mix Asphalt,Type A $ 139.00 2080.00 $ 289,120.00 1120.00 $ 155,680.00 18 3,200 Tons Aggregate Base Class II 120.00 2080.00 249 600.00 1120.00 134 400.00 19 10,300 S.Y. Asphalt Grinding 0.25'Minimum $ 6.00 6695.00 $ 40,170.00 3605.00 $ 21,630.00 20 1,350 S.Y. Asphalt Grinding 0.40'Minimum 7.00 877.50 6,142.50 472.50 3,307.50 21 1,750 Tans HMA Overly 0.25'Minimum $ 139.00 1137.50 $ 158,112.50 612.50 $ 85,137.50 22 400 Tons HMA Overly 0.40'Minimum 139.00 260.00 36 140.00 140.00 19 460.00 23 620 L.F. HMA AC Plug $ 35.00 403.00 $ 14,105.00 217.00 $ 7,595.00 24 3 E.L.T Slurry Seal Type II 900.00 1.95 1755.00 1.05 945.00 25 28 L.F. Chain Link Fence 6',41,3' $ 125.00 18.20 $ 2,275.00 9.80 $ 1,225.00 26 3 EA Adjust Storm Drain Manhole to Finish Grade 3,500.00 1.95 6,825.00 1.05 3,675.00 27 11 LF Sidewalk Drain 100.00 7.15 $ 715.00 3.85 $ 385.00 28 1 LS Concrete Median Island w 6"Curb 5,110.00 0.65 3,321.50 0.35 1,788.50 29 7 EA Adjust Sanitary Sewer Manhole to Finish Grade $ 2,000.00 4.55 $ 14,000.00 0.00 $ 30 18 EA Adjust Water Valves to Finish Grade 2,000.00 11.70 36 000.00 0.00 31 7 EA Adjust Non-City Facilities to Finish Grade $ 2,000.00 4.55 $ 9,100.00 2.45 $ 4,900.00 32 1 LS Miscellaneous Facilities and Operations 40 000.00 0.65 26 000.00 0.35 14 000.00 33 1 LS Fresno County Encroachment Permit Coordination $ 11000.00 0.65 $ 650.00 0.35 $ 350.00 34 1 LS Fresno County Coordination 5,000.00 0.65 3,250.00 0.35 1750.00 35 1 LS Calm Elementary School Coordination $ 7,500.00 0.651$ 4,875.00 0.35 $ 2,625.00 STREET IMPROVEMENTS SUBTOTAL $ 1,696,073.00 $ 886,347.00 TOTAL STREET IMPROVEMENTS(PARTICIPATING+NON-PARTICIPATING) r$ 11111111iff 2,582,420.00 PROJECT TOTAL(CONSTRUCTION COST+ROW,INCLUDES PARTICIPATING&NON-PARTICIPATING) Cost Escalation CONSTRUCTION COST ESCALATION $ - $ - Rate: 4% CONSTRUCTION SUBTOTAL w/ESCALATION APPLIED $ 1,696,073.00 $ 886,347.00 11.47%MIN.LOCAL MATCH(CONSTRUCTION SUBTOTAL /ESCALATION APPLIED) $ 194,539.57 $ 101,661.00 Years: 0 CONSTRUCTION SUBTOTAL w/ESCALATION APPLIED 2,582,420.00 10.000% CONTINGENCY 169607.30 88634.70 11.47%MIN.LOCAL MATCH(CONSTRUCTION(CON)SUBTOTAL w/ESCALATION&CONTINGENCY) $ 213,993.53 $ 111,830.40 CONSTRUCTION(CON)TOTAL w/ESCALATION&CONTINGENCY 2,840,662.00 10.00% ENGINEERING(PE) $ 169,607.30 $ 88,634.70 11.47% MIN.LOCAL MATCH ENGINEERING(PE) 1$ 19,453.96 1 $ 10,166.40 ENGINEERING(PE)TOTAL 258 242.00 8.00% CONSTRUCTION ENGINEERING(CE) 135 685.84 1 s 70 907.76 11.470/a MIN.LOCAL MATCH CONSTRUCTION ENGINEERING(CE) 15 563.17 1 8,133.12 CONSTRUCTION ENGINEERING(CE)TOTAL 206 593.60 ROW ACQUISITION w/ROW Contingency&Escalation Factor 1$ 12,915.75 $ 9,717.58 11.47% MIN.LOCAL MATCH ROW ACQUISITION w/ROW Contingency&Escalation Factor 1$ 1,481.44 1 1$ 1,114.61 ROW ACQUISITION(ROW)TOTAL w/ROW Contingency&Escalation Factor 22,633.33 PROJECT SUBTOTAL(CON+PE+CE+ROW) 2 113 889.12 1,144,241.74 11.47% MIN.LOCAL MATCH JURISDICTIONAL TOTAL(CON+PE+ROW) 250 92.09 131 244.53 11.470% MIN.TOTAL LOCAL MATCH(CON+PE+ROW) 381,736.62 PROJECT TOTAL(CON+PE+CE+ROW) 3,328,130.93 COST SHARING CALCULATION: EMiect Funding(All t Excluding Local Match PE = 132 100.00 ROW $10,300.00 CON = 1519 200.00 Total allocated funding = 1661600.00 Actual Local Match Calculation Total Project Cost = 3 328 130.93 Project Funding(Allocated) _ $1,661,600.00 Total Actual Local Match Required = 1 666 530.93 Actual Local Match Cost Sharing = $ 1,083,245.10 $ 583,285.82 Does Total Actual Local Match meet or exceed the minimum 11.47%local match requirement? YES Final Actual Loral Match C $ 1,083,245.10 1 $ 583,285.82 1 of PROJECT TOTALS BY PHASE Phase Descripton/Cost Breakdown by Phase CITY COST COUNTY COST The PE phase is calculated as a percentage of the construction costs after contingency and $ 169,607.30 $ 88,634.70 PE escalation factor. PE 258,242.00 ROW The ROW phase should include"cost to cure"to the property as a result of the project, 12 915.75 9,717.58 Escrow admin.costs,ROW cost(per SF.),comigency,and escalation. ROW 22,633.33 CE The CE phase is calculated as a percentage of the construction costs after contingency 135 685.84 70 907.76 and escalation. CE 206 593.60 CON The Construction Phase includes the project construction costs,and also includes a $ 1,696,073.00 $ 886,347.00 contingency and escalation factor applied to the aforementioned items. CON 582,420.00 CON+CE Is 2,789,013.60 NOTES: This Engineer's Estimate is not the final estimate.Subsequent design work and analysis will allow the preparation of a more precise"Progress"or"Final"estimate with costs more representative of the actual dollars needed. Pavement&Base Calculator (edit colored cells as necessary) Paved Area Section Quantity Quantity(TONS) Unit Weight DESIGN NOTES (S.F.) (ft.) (C.Y.) (TONS/c.Y.) AC AB AC AB AC AB AC AB NEW:0.5'HMA&0.5' AC 85700 0.5 0.5 1587.037 1587.0 3174.1 3174.1 2.0 2.0 7AB Fun Depth aUAe--to-, AC AB AC AB AC AB AC AB AC 92700 0.25 0 858.3333 0.0 1716.7 0.0 2.0 2.0 0.25'HMA overlay at 0.25 erne a overlay exdudmq (10300.00 sy/92700 sf) a�urdveedar�marsemon AC AB AC AB AC AB AC AB 0.4'HMA overlay at o ao edna a aeriay at AC 12000 0.4 0 177.7778 0.0 355.6 0.0 2.0 2.0 (1333.33 sy/12000 sf) a,uan/cedar in- -SLURRY 3200 ELT: 2.6 SF/ELT: 1250 1,250 is typical Total ROW Take=630 SF from 4 parcels.ROW take is necessary to allow installation of roadway,standard 4 Fr'sidewalk and 3 Fr'landscaping and/or to correct nonconforming ROW. Assumptions:City of Fresno/Fresno County costs calculated using project area within Fresno County limits(35%of total project area).PE,CE&ROW percentages were adjusted to match FY24 Budget Worksheet totals. 2 of City of n� �..►� DEPARTMENT OF PUBLIC WORKS BY: NB DATE: 07/10/24 ACCT.FILE NO. Sheet 1 lof 1 CHKD. IJPM DATE: 07/10/24 DWG.REF. PW000928 CEDAR COMPLETE STREETS SUBIECr: CEDAR AVENUE(JENSEN AVENUE BYPASS to CHURCH AVENUE)f29571f(70'-95'ROW w/4 FT'sw&3 FrTS) RIGHT-OF-WAY ACQUISITION ESTIMATE Parcel Data Parcel# Owner 1,2 name Owner Address Property Address ROW Take City and ROW Cost Cost to Cure Total City Cost Total County Cost (50 Escrow 0 $ $ $ $ $ 487-114-37 Zarate Auto Smog&Repair (COUNTY)2616 S.Cedar Ave.,Fresno,CA 93725 26 $ 260.00 $ 3,651.73 $ 660.70 $ $ 4,572.43 480-344-33 La Esmeralda Restaurant (COUNTY)4145 E Jensen Ave.,Fresno,CA 93725 61 $ 610.00 $ 3,651.73 $ $ 4,261.73 480-351-27T Calwa Elementary School(Cedar Ave.North Driveway) (CITY)4303 E.Jensen Ave.,Fresno,CA 93724 374 $ 3,740.00 $ 1,217.24 $ $ 4,957.24 $ 480-351-27T Calwa Elementary School(Cedar Ave.South Driveway) (CITY)4303 E.Jensen Ave.,Fresno,CA 93725 70 $ 210.99 $ 1,217.04 $ $ 1,428.03 $ 480-351-27T Calwa Elementary School (CITY)4303 E.Jensen Ave.,Fresno,CA 93726 72 $ 217.35 $ 1,217.24 $ $ 1,434.59 $ 487-150-24S Bank of America Financial Center (CITY)2611 S.Cedar Ave.,Fresno CA 93725 27 $ 270.00 $ 3,651.73 $ $ 3,921.73 $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ ROW Contingency(%) 10% $ 530.83 1$ 1,460.67 1$ 66.07 $ 1,174.16 $ 883.42 ROW take Legal fees per parcel($) $0.00 Total ROW Take(sf) 630 Total number of parcels requiring ROW t-ake :Fj 4 Total City and Escrow Cost 1$ 5,839.17 Cost per SF of ROW TAKE(excluding legal fees $10.00 Total ROW Cost $ 16,067.38 Total Damages $ 726.77 Note:ROW cost(Column"N")shall not be<$1,000 per parcel.Override the cost in the cell as needed. Total Cost $ 12,915.75 $ 9,717.58 Total Legal+ROW(Participating+Non-Participating) $22,633.33 EXHIBIT C PWO0928 PROGRAM SUPPLEMENT NO. F293 Adv Project ID Date: January 19,2021 to 0621000087 Location: 06-FRE-0-FRE ADMINISTERING AGENCY-STATE AGREEMENT Project Number: STPL-5060(382) FOR FEDERAL-AID PROJECTS NO 06-5060F15 E.A.Number: Locode: 5060 This Program Supplement hereby adopts and incorporates the Administering Agency-State Agreement for Federal Aid which was entered into between the Administering Agency and the State on 05/13/16 and is subject to all the terms and conditions thereof. This Program Supplement is executed in accordance with Article I of the aforementioned Master Agreement under authority of Resolution No.2016-51 approved by the Administering Agency on 4/21/2016 (See copy attached). The Administering Agency further stipulates that as a condition to the payment by the State of any funds derived from sources noted below obligated to this PROJECT,the Administering Agency accepts and will comply with the special covenants or remarks set forth on the following pages. PROJECT LOCATION: Cedar Avenue from Church to Jensen Avenues TYPE OF WORK: Grind, overlay, road diet, Class II bike lane, curb ramps, curb, gutter, LENGTH: 0.0(MILES) signs, striping, and loops. Estimated Cost Federal Funds Matching Funds Z230 $132,100.00 LOCAL OTHER $149,215,00 $17,115.00 $0.00 CITY OF FRESNO STATE OF CALIFORNIA Department of Transportation 6. By -! r /VX Scott L I By Title ---Rijbfic `Wdks Director Chief,Office of Project Implementation Date ! ( Division of Local Assistance Attest 01/28/2021 m Ir v j It yr rn¢..� Date - -- I hereby certify upon my personal knowledge that budgeted funds are available for this encumbrance: Accounting Officer_ Sd+7q--, Date Ila � $132.100.00 Program Supplement 06-5060F15-F293-ISTEA Page 1 of 7 06-FRE-0-FRE STPL-5060(382) SPECIAL COVENANTS OR REMARKS 1. A. The ADMINISTERING AGENCY will advertise, award and administer this project in accordance with the current published Local Assistance Procedures Manual. B. ADMINISTERING AGENCY agrees that it will only proceed with work authorized for specific phase(s) with an "Authorization to Proceed" and will not proceed with future phase(s) of this project prior to receiving an "Authorization to Proceed" from the STATE for that phase(s) unless no further State or Federal funds are needed for those future phase(s). C. STATE and ADMINISTERING AGENCY agree that any additional funds which might be made available by future Federal obligations will be encumbered on this PROJECT by use of a STATE-approved "Authorization to Proceed" and Finance Letter. ADMINISTERING AGENCY agrees that Federal funds available for reimbursement will be limited to the amounts obligated by the Federal Highway Administration. D. Award information shall be submitted by the ADMINISTERING AGENCY to the District Local Assistance Engineer within 60 days of project contract award and prior to the submittal of the ADMINISTERING AGENCY'S first invoice for the construction contract. Failure to do so will cause a delay in the State processing invoices for the construction phase. Attention is directed to Section 15.7 "Award Package" of the Local Assistance Procedures Manual. E. ADMINISTERING AGENCY agrees, as a minimum, to submit invoices at least once every six months commencing after the funds are encumbered for each phase by the execution of this Project Program Supplement Agreement, or by STATE's approval of an applicable Finance Letter. STATE reserves the right to suspend future authorizations/obligations for Federal aid projects, or encumbrances for State funded projects, as well as to suspend invoice payments for any on-going or future project by ADMINISTERING AGENCY if PROJECT costs have not been invoiced by ADMINISTERING AGENCY for a six-month period. If no costs have been invoiced for a six-month period, ADMINISTERING AGENCY agrees to submit for each phase a written explanation of the absence of PROJECT activity along with target billing date and target billing amount. ADMINISTERING AGENCY agrees to submit the final report documents that collectively constitute a "Report of Expenditures" within one hundred eighty (180) days of PROJECT completion. Failure of ADMINISTERING AGENCY to submit a "Final Report of Expenditures" within 180 days of PROJECT completion will result in STATE imposing sanctions upon ADMINISTERING AGENCY in accordance with the current Local Assistance Procedures Manual. F. Administering Agency shall not discriminate on the basis of race, religion, age, disability, color, national origin, or sex in the award and performance of any Federal- Program Supplement 06-5060F15-F293-ISTEA Page 2 of 7 06-FRE-0-FRE STPL-5060(382) SPECIAL COVENANTS OR REMARKS assisted contract or in the administration of its DBE Program Implementation Agreement. The Administering Agency shall take all necessary and reasonable steps under 49 CFR Part 26 to ensure nondiscrimination in the award and administration of Federal-assisted contracts. The Administering Agency's DBE Implementation Agreement is incorporated by reference in this Agreement. Implementation of the DBE Implementation Agreement, including but not limited to timely reporting of DBE commitments and utilization, is a legal obligation and failure to carry out its terms shall be treated as a violation of this Agreement. Upon notification to the Administering Agency of its failure to carry out its DBE Implementation Agreement, the State may impose sanctions as provided for under 49 CFR Part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq.). G. Any State and Federal funds that may have been encumbered for this project are available for disbursement for limited periods of time. For each fund encumbrance the limited period is from the start of the fiscal year that the specific fund was appropriated within the State Budget Act to the applicable fund Reversion Date shown on the State approved project finance letter. Per Government Code Section 16304, all project funds not liquidated within these periods will revert unless an executed Cooperative Work Agreement extending these dates is requested by the ADMINISTERING AGENCY and approved by the California Department of Finance. ADMINISTERING AGENCY should ensure that invoices are submitted to the District Local Assistance Engineer at least 75 days prior to the applicable fund Reversion Date to avoid the lapse of applicable funds. Pursuant to a directive from the State Controller's Office and the Department of Finance; in order for payment to be made, the last date the District Local Assistance Engineer can forward an invoice for payment to the Department's Local Programs Accounting Office for reimbursable work for funds that are going to revert at the end of a particular fiscal year is May 15th of the particular fiscal year. Notwithstanding the unliquidated sums of project specific State and Federal funding remaining and available to fund project work, any invoice for reimbursement involving applicable funds that is not received by the Department's Local Programs Accounting Office at least 45 days prior to the applicable fixed fund Reversion Date will not be paid. These unexpended funds will be irrevocably reverted by the Department's Division of Accounting on the applicable fund Reversion Date. H. As a condition for receiving federal-aid highway funds for the PROJECT, the Administering Agency certifies that NO members of the elected board, council, or other key decision makers are on the Federal Government Exclusion List. Exclusions can be found at www.sam.gov. 2. A. ADMINISTERING AGENCY shall conform to all State statutes, regulations and procedures (including those set forth in the Local Assistance Procedures Manual and the Local Assistance Program Guidelines, hereafter collectively referred to as "LOCAL ASSISTANCE PROCEDURES") relating to the federal-aid program, all Title 23 Code of Program Supplement 06-5060F15-F293-ISTEA Page 3 of 7 06-FRE-0-FRE STPL-5060(382) SPECIAL COVENANTS OR REMARKS Federal Regulation (CFR) and 2 CFR Part 200 federal requirements, and all applicable federal laws, regulations, and policy and procedural or instructional memoranda, unless otherwise specifically waived as designated in the executed project-specific PROGRAM SUPPLEMENT. B. Invoices shall be formatted in accordance with LOCAL ASSISTANCE PROCEDURES. C. ADMINISTERING AGENCY must have at least one copy of supporting backup documentation for costs incurred and claimed for reimbursement by ADMINISTERING AGENCY. ADMINISTERING AGENCY agrees to submit supporting backup documentation with invoices if requested by State. Acceptable backup documentation includes, but is not limited to, agency's progress payment to the contractors, copies of cancelled checks showing amounts made payable to vendors and contractors, and/or a computerized summary of PROJECT costs. D. Indirect Cost Allocation Plan/Indirect Cost Rate Proposals (ICAP/ICRP), Central Service Cost Allocation Plans and related documentation are to be prepared and provided to STATE (Caltrans Audits & Investigations) for review and approval prior to ADMINISTERING AGENCY seeking reimbursement of indirect costs incurred within each fiscal year being claimed for State and federal reimbursement. ICAPs/ICRPs must be prepared in accordance with the requirements set forth in 2 CFR, Part 200, Chapter 5 of the Local Assistance Procedural Manual, and the ICAP/ICRP approval procedures established by STATE. E. STATE will withhold the greater of either two (2) percent of the total of all federal funds encumbered for each PROGRAM SUPPLEMENT or $40,000 until ADMINISTERING AGENCY submits the Final Report of Expenditures for each completed PROGRAM SUPPLEMENT PROJECT. F. Payments to ADMINISTERING AGENCY for PROJECT-related travel and subsistence (per diem) expenses of ADMINISTERING AGENCY forces and its contractors and subcontractors claimed for reimbursement or as local match credit shall not exceed rates authorized to be paid rank and file STATE employees under current State Department of Personnel Administration (DPA) rules. If the rates invoiced by ADMINISTERING AGENCY are in excess of DPA rates, ADMINISTERING AGENCY is responsible for the cost difference, and any overpayments inadvertently paid by STATE shall be reimbursed to STATE by ADMINISTERING AGENCY on demand within thirty (30) days of such invoice. G. ADMINISTERING AGENCY agrees to comply with 2 CFR, Part 200, Uniform Administrative Requirements, Cost Principles and Audit Requirement for Federal Awards. H. ADMINISTERING AGENCY agrees, and will assure that its contractors and subcontractors will be obligated to agree, that Contract Cost Principles and Procedures, 48 CFR, Federal Acquisition Regulations System, Chapter 1, Part 31, et seq., shall be Program Supplement 06-5060F15-F293-ISTEA Page 4 of 7 06-FRE-0-FRE STPL-5060(382) SPECIAL COVENANTS OR REMARKS used to determine the allowability of individual PROJECT cost items. I. Every sub-recipient receiving PROJECT funds under this AGREEMENT shall comply with 2 CFR, Part 200, 23 CFR, 48 CFR Chapter 1, Part 31, Local Assistance Procedures, Public Contract Code (PCC) 10300-10334 (procurement of goods), PCC 10335-10381 (non-A&E services), and other applicable STATE and FEDERAL regulations. J. Any PROJECT costs for which ADMINISTERING AGENCY has received payment or credit that are determined by subsequent audit to be unallowable under 2 CFR, Part 200, 23 CFR, 48 CFR, Chapter 1, Part 31, and other applicable STATE and FEDERAL regulations, are subject to repayment by ADMINISTERING AGENCY to STATE. K. STATE reserves the right to conduct technical and financial audits of PROJECT WORK and records and ADMINISTERING AGENCY agrees, and shall require its contractors and subcontractors to agree, to cooperate with STATE by making all appropriate and relevant PROJECT records available for audit and copying as required by the following paragraph: ADMINISTERING AGENCY, ADMINISTERING AGENCY'S contractors and subcontractors, and STATE shall each maintain and make available for inspection and audit by STATE, the California State Auditor, or any duly authorized representative of STATE or the United States all books, documents, papers, accounting records, and other evidence pertaining to the performance of such contracts, including, but not limited to, the costs of administering those various contracts and ADMINISTERING AGENCY shall furnish copies thereof if requested. All of the above referenced parties shall make such AGREEMENT, PROGRAM SUPPLEMENT, and contract materials available at their respective offices at all reasonable times during the entire PROJECT period and for three (3) years from the date of submission of the final expenditure report by the STATE to the FHWA. L. ADMINISTERING AGENCY, its contractors and subcontractors shall establish and maintain a financial management system and records that properly accumulate and segregate reasonable, allowable, and allocable incurred PROJECT costs and matching funds by line item for the PROJECT. The financial management system of ADMINISTERING AGENCY, its contractors and all subcontractors shall conform to Generally Accepted Accounting Principles, enable the determination of incurred costs at interim points of completion, and provide support for reimbursement payment vouchers or invoices set to or paid by STATE. M. ADMINISTERING AGENCY is required to have an audit in accordance with the Single Audit Act of 2 CFR 200 if it expends $750,000 or more in Federal Funds in a single fiscal year of the Catalogue of Federal Domestic Assistance. N. ADMINISTERING AGENCY agrees to include all PROGRAM SUPPLEMENTS adopting the terms of this AGREEMENT in the schedule of projects to be examined in ADMINISTERING AGENCY's annual audit and in the schedule of projects to be Program Supplement 06-5060F15-F293-ISTEA Page 5 of 7 06-FRE-0-FRE STPL-5060(382) SPECIAL COVENANTS OR REMARKS examined under its single audit prepared in accordance with 2 CFR, Part 200. O. ADMINISTERING AGENCY shall not award a non-A&E contract over $5,000, construction contracts over $10,000, or other contracts over $25,000 [excluding professional service contracts of the type which are required to be procured in accordance with Government Code sections 4525 (d), (e) and (f)] on the basis of a noncompetitive negotiation for work to be performed under this AGREEMENT without the prior written approval of STATE. Contracts awarded by ADMINISTERING AGENCY, if intended as local match credit, must meet the requirements set forth in this AGREEMENT regarding local match funds. P. Any subcontract entered into by ADMINISTERING AGENCY as a result of this AGREEMENT shall contain provisions B, C, F, H, I, K, and L under Section 2 of this agreement. 3. Appendix E of the Title VI Assurances (US DOT Order 1050.2A) During the performance of this agreement, the ADMINISTERING AGENCY, ADMINISTERING AGENCY'S contractors and subcontractor, (hereinafter referred to as the "contractor") agrees to comply with the following nondiscrimination statutes and authorities; including but not limited to: Pertinent Nondiscrimination Authorities. A. Title VI of the Civil Rights Act of 1964 (42 U.S.C. 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. B. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); C. Federal-Aid Highway Act of 1973, (23 U.S.C. 324 et seq.), (prohibits discrimination on the basis of sex); D. Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; E. The Age Discrimination Act of 1975, as amended, (42 U.S.C. 6101 et seq.), (prohibits discrimination on the basis of age); F. Airport and Airway Improvement Act of 1982, (49 U.S.C. 4 71, Section 4 7123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); G. The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, subrecipients and contractors, whether such programs or activities are Federally funded or not); H. Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation Program Supplement 06-5060F15-F293-ISTEA Page 6 of 7 06-FRE-0-FRE STPL-5060(382) SPECIAL COVENANTS OR REMARKS systems, places of public accommodation, and certain testing entities (42 U.S.C. 12131- 12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; I. The Federal Aviation Administration's Nondiscrimination statute (49 U.S.C. 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); J. Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures nondiscrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; K. Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); L. Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). 4. In the event that right of way acquisition for or construction of this project of the initial federal authorization for preliminary engineering is not started by the close of the tenth fiscal year following the fiscal year in which the project is authorized, the ADMINISTERING AGENCY shall repay the Federal Highway Administration through Caltrans the sum of Federal funds paid under the terms of this agreement. Program Supplement 06-5060F15-F293-ISTEA Page 7 of 7 or fq�ic � yo e � �° ,ww 9�pr» RESOLUTION NO. 2016-51 A RESOLUTION OF THE COUNCIL OF THE CITY OF FRESNO, CALIFORNIA, APPROVING MASTER AGREEMENT FOR FEDERAL-AID LOCAL TRANSPORTATION PROJECTS BETWEEN THE CITY OF FRESNO AND THE STATE OF CALIFORNIA, ACTING THROUGH ITS DEPARTMENT OF TRANSPORTATION (CALTRANS) AND AUTHORIZING EXECUTION OF DOCUMENTS WHEREAS, the City Fresno ("City") is eligible to receive federal and or state funding through Caltrans for certain local transportation projects; and WHEREAS, before federal-aid funds may be provided to City projects Caltrans requires (1) the City's governing body certify, by resolution, the City's approval of a Master Agreement for federal-aid assisted projects including related program supplemental agreements, fund exchange agreements, and or fund transfer agreements (collectively "Master Agreement"), and (2) the City to execute the Master Agreement with Caltrans; and WHEREAS, the City wishes to approve the Master Agreement, attached hereto as Exhibit 'A," and delegate authority to the Director of Public Works or designee(s) thereof and each of them to execute the Master Agreement and any amendments thereto with Caltrans, consistent with constitutional and local law requirements. NOW THEREFORE, BE IT RESOLVED by the Council of the City of Fresno as follows: SECTION 1. Approves the Master Agreement and participation thereunder for local transportation related projects consistent with constitutional and local law requirements and this resolution; and SECTION 2. Appoints and authorizes the Director of the Department of Public Works or designees thereof and each of them, as agent for the City of Fresno to conduct all negotiations, execute and submit the Master Agreement and documents required thereunder which may be necessary for federal-aid project participation and completion, subject to prior approval as to form by the City Attorney's Office. 1 of 2 Date Adopted: 04/21/2016 Date Approved: 04/21/2016 Effective Date: 04/21/2016 Resolution No. 2016-51 ``�•� Q F FgE` 0 jCC Oct * * * * * * * * * * * * * * STATE OF CALIFORNIA ) COUNTY OF FRESNO ) ss. CITY OF FRESNO ) I, YVONNE SPENCE, City Clerk of the City of Fresno, certify that the foregoing resolution was adopted by the Council of the City of Fresno, at a regular meeting held on the 21 st day of April , 2016. AYES Brand, Olivier, Quintero, Soria, Caprioglio NOES None ABSENT Baines, Brandau ABSTAIN None YVONNE SPENCE, CMC City Clerk Deputy Marcy APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE BY: Raj Si h Badhesha, Deputy Exhibit A: Master Agreement RSB:nd(70918nd/rsb) 2of2 EXHIBIT D Fresno Council of Governments 2026 Federal Transportation Improvement Program Fresno County Region Lead Agency: Fresno, City of ADOPTION: 25-00 FRE190020 Project Title:Cedar Ave Complete Streets: Church to Jensen CALTRANS_FED_ID:STP Project Description: Cedar Ave from Church Ave to Jensen Ave;grind,overlay, road diet, Class II bike lane, curb ramps, curb, gutter, L-5060(382), signage,striping, and signal loops CTIPS_ID:STPL-5060(382 S s: Local Rt: CM:No Model#: CI:N Exem t Cate o : Safety-Pavement resurfacing and/or rehabilitation. Cost Difference:$1,876,800 Est Total Cost: $1,876,800 Open to Traffic: Phase PRIOR 24125 25126 26127 27128 28129 BEYOND TOTAL PE $17,100 $17,100 Loc Funds-County Funds $1,300 RW $1,300 CON $196,800 $196,800 TOTAL $18,400 $196,800 $215,200 PE $132,100 $132,100 STBG-STP $10,300 RW $10,300 CON $1,519,200 $1,519,200 TOTAL $142,400 $1,519,200 $1,661,600 TOTAL PE $149,200 $0 $0 $0 $0 $0 $0 $149,200 TOTAL RW $11,600 $0 $0 $0 $0 $0 $0 $11,600 TOTAL CON $0 $1,716,000 $0 $0 $0 $0 $0 $1,716,000 TOTAL TOTAL $160,800 $1,716,000 $1,676,800 Page 1 Monday,July 1,2024 EXHIBIT E ABBREVIATIONS: SYMBOLS: 41 SHEPHERD AC ASPHALT CONCRETE PH FIRE HYDRANT PI POINT OF INTERSECTION ®❑ DRAIN INLET PG&E PULLBOX CENTERLINE CITY OF TEncv ADD ALT. ADDITIVE ALTERNATE F FRESNO IRRIGATION DISTRICT PRC POINT OF REVERSE CURVE —__ AB AGGREGATE BASE FLL ESNO CURB INLET OR STREET LIGHT PULLBOX RIGHT OF WAY LINE FESNOE PROP. PROPOSED NEEs - W BC BEGIN OF CURB FMFCD FRESNO METROPOLITAN PT POINT OD SD MANHOLE m SERVICE CABINET ---------- PROPERTY LINE P I N E D E d 168 BCR BEGINNING OF CURB RETURN FLOOD CONTROL DISTRICT RC. RELATIVE COMPACTION p� ALLUVIAL BM BENCHMARK G GUTTER PC C RIGID GALVANIZED CONDUIT ® SANITARY SEWER MANHOLE © TRAFFIC SIGNAL PULLBOX - - CONCRETE U'� BVC BEGIN OF VERTICAL CURVE GB GRADE BREAK ROW RIGHT OF WAY FIRE HYDRANT TRAFFIC SIGNAL CABINET -_-_-= CURB AND GUTTER %mo® ■ ®®®� HERND N H's HERNDON I�����������' sr BW BACK OF WALK GO GATE VALVE RT RIGHT SIDE FDC —��- SILRRA �S F c o RR C CONCRETE HMA HOT MIX ASPHALT R/W RIGHT OF WAY =� FIRE DEPARTMENT CONNECTION � ITS COMMUNICATION BOX — EDGE OF PAVEMENT C n D /� WORKS aq ULLARDE N s C&G CURCAB B CABINET&GUTTER CPT HORZONTAL INTERCONNECT POINT SL STATION LINE OR SAWCUT ® WATER VALVE ® ITS HUB CABINET --x-- FENCELINE DEPARTMENT 01 r V B U C C.N.S. COMPACTED NATIVE SOIL ICB IRRIGATION CONTROL BOX LINE ® WATER METER �o TRAFFIC SIGNAL POLE --sd--sd- STORM DRAIN HIGHWAY pTC BARSTOW �69 °" S SCOTT MOLER - DIRECTOR .q � COMM. COMMUNICATION ITS INTELLIGENT TRANSPORTATION SD STORM DRAIN BACKFLOW PREVENTOR -� TRAFFIC SIGNAL-STREET LIGHT --ss-- SANITARY SEWER DTY a 5 c.s.0 F. DI DRAIN INLET SYSTEM STA STATION SHAW LL SHAW DLC DETECTOR LEAD-IN CABLE IVB IRRIGATION VALVE BOX TC TOP OF CURB ® DETECTOR CHECK VALVE ® O TRAFFIC SIGNAL LOOP —-W-— WATER MAIN GETTYSBURG a y _ E TRAFFIC-USED POLE TSCB RI ELECTC JP JOINT SIGNAL CONTROLLER 0PIv POST INDICATOR VALVE ® CABLE TV BOX -ng-- NATURAL GAS EC END OF CURVE LT LEFT SIDE CABINET CEDAR AVENUE COMPLETE STREETS PROJECT asxuN ASHLaN £ ECR END OF CURB RETURN ME MATCH EXISTING TIRE TELEPHONE RISER BOX 4 BLOW-OFF ASSEMBLY O TELEPHONE MANHOLE -eon- OVERHEAD ELECTRIC ELR ELECTROLIER NTS NOT TO SCALE TS TRAFFIC SIGNAL ®�V GAS VALVE ❑T TELEPHONE BOX --eag- UNDERGROUND ELECTRIC C c \/DAKOTA o N DAKC, EMS ELECTRICAL METER BOX OH OVERHEAD TYP. TYPICAL TIP NE FROM EAST J E N S E N AVENUE TO SHIELDS N m OLD X. EEP R STING GE OF PAVEMENT PB PULEMBOX VPC VERTICAL PARABOLIC CURVE O(EMH ECTRENT VAR VAR ES S ECAR MANHOLE m� UTILITY OVAULNE TOLE --fug-- OVERHEAD ETEO PHONE EVC END OF VERTICAL CURVE PCC POINT OF COMPOUND CURVE W WATER LJ EAST CHURCH AVENUE CLINTON m i68 cuNTON DPP POWER POLE MAILBOX --fo-- FIBER OPTIC •J F R E S N O MEKINLEY MCKINLEY oPP JOINT POLE TRAFFIC SIGN --cats-- CABLE TV AT SF R FEDERAL PROJECT: STBC 5060 (382) auvE ouvE � GUY WIRE mDesc PARKING METER --ts-- TRAFFIC SIGNAL CONDUIT BELNONT 80 ED BELNONT e-�� STREET LIGHT TREE -ItH-- ITS CONDUIT PUBLIC WORKS PROJECT: PW00928 SPTC R NIELSEN TULARE ELECTRICAL BOX a9M BENCHMARK WHITES BRIDGE BD = VENTURA PROJECT KINGS CANYON TRANSFORMER PAD/EQUIPMENT o PROPERTY CORNER KEARNEY 41 BUTLER LOCATION _ SHEET INDEX cauvoewA S.P.T1.RR DESCRIPTION SHEET NO. DRAWING NO. auacx d N COVER SHEET 1 15-E-13501 JENSEN EENSEN OVERLAY AND DEMOLITION PLAN 2 15-E-13502 ANNADALE c L W 4&T& RR STREET SECTION AND DETAILS 3 15-E-13503 NORTH 41 w NORTH MEDIAN, FENCE GATES,AND CROSSWALK DETAILS 4 15-E-13504 t2 z CURB RAMPS 1 THRU 12 DETAILS 5 15-E-13505 p W - £ CURB RAMPS 13 THRU 21 DETAILS 6 15-E-13506 VICINITY MAP U STRIPING PLAN 7 15-E-13852 DETECTOR LOOPS REPLACEMENT PLAN 8 4-E-3712 NOT TO SCALE TRAFFIC SIGNAL AND LIGHTING PLAN 9 4-E-3713 N I I I I I� I ----------------------------- Q. I i II Z I I it i u I I I In > iilR GENERAL NOTES: 1 THE WORK SHOWN IN THESE CONSTRUCTION DRAWINGS SHALL COMPLY WITH THE APPROPRIATE PROVISIONS OF THE PROJECT I I Y SPECIFICATIONS AND THE CITY OF FRESNO STANDARD SPECIFICATIONS, LATEST ADOPTED EDITION, HEREAFTER REFERRED TO AS II I I I e, I FRESNO COUNTY I� � I THE STANDARD SPECIFICATIONS I I I 2 F.M.F.C.D CONSTRUCTION MANAGER, ( ) 56-32 8 HOURS PRIOR TO CONNECTING TO ANY -J- 11n -�- ----- _ STORM DRAIN FACILITY III�� N WILL NOTIFY A 9 4 4 ---�zls -��---------IL _ _ = °'t - -�11111111 t 111111111111'111 1'=11 $ 11111111111 ---- 3. TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION,THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT,TOLL r r s : � - —• — — — — FREE,AT 1-800-227-2600 OR 811. -----�11111111—�111111111111111111 11=�1 ---- 111111111 -T--'----' �-T � --- -tea- - - I� - - --_--_______�___=_�-�--= AGREEMENT PRIOR TO THE START OF WORK FOR ANY TEMPORARY WORK AREA,STANDING AREA,OR EQUIPMENT STORAGE -�Y ,-� IIIIIIIII N S. CEDAR--AVE. �aa FACILITIES TO BE USED FOR THIS PROJECT AT THE COMPLETION WORK,THE CONTRACTOR SHALL PROVIDE THE ENGINEER ry� I II WITH A COPY OF A WRITTEN RELEASE LETTER STATING THAT ALL TEMPORARY USES FACILITIES HAVE BEEN RESTORED TO THE CITY OF FRESNO I I OWNER'S SATISFACTION. ' III IIII II I 5. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION Of ALL UNDERGROUND FACILITIES AND PROVIDE PROTECTION PRIOR TO AND DURING CONSTRUCTION. I i III IIII II ,I I III II 6. IN THE EVENT OVERHEAD ELECTRICAL LINES EXIST WITHIN THE LIMITS OF CONSTRUCTION,MAINTAIN PROPER CLEARANCE. III IIII II I CONTACT P.G.& E TO VERIFY WIRE LOCATION. I � li I II I � II i APPROVED BY • II .I � I I 1 V,.j ' CITY ENGINEER (SCOTT L MOZIER, PE) DATE r i I III CITY OF FRESNO TRAFFIC ENGINEERING DATE cn ml I III II III w III FRESNO COUNTY i W I I FRESNO COUNTY CITY OF FRESNO CONSTRUCTION MANAGEMENT DATE CITY OF FRESNO TRAFFIC SIGNAL&STREET LIGHT� III II ' T(TssL) DATE 7 I 1 I 1 III IIIIIIIE 1��1� 1 1 CITY OF FRESNO TRAFFIC OPERATIONS CENTER(TOC) DATE 711111111�1111111 C — LLi �_ S. CEDAR AVE. A illllpllllll --------- ^ CERTIFIED ACCESS SPECIALIST(GASP) DATE CITY OF FRESNO < �I Q I I II FRESNO METROPOLITAN FLOOD CONTROL DISTRICT DATE W COUNTY OF FRESNO DATE W III I III LEGEND: APPROVAL IS LIMITED TO THOSE PORTIONS THAT ARE LOCATED IN THE 0 FRESNO COUNTY JURISDICTION COUNTY OF FRESNO ROAD RIGHT-OF-WAY lyj uad d s­ce AIeFt cau LOCATION MAP OQR°FESSpNq< (aNO�) P 4f� TWO WORKING DAYS SCALE 1=80 h� 2 BEFORE YOU DIG PW FILE NO PWO0928 CITY OF FRESNO POTHOLE NOTE: * No. C75630 * ORNON0 Pw89948 DEPARTMENT OF PUBLIC WORKS FUND N0. 22048 CEDAR AVENUE COMPLETE STREETS PROJECT REVIEWED PRIOR TO ANY EXCAVATION AND/OR DIGGING,CONTRACTOR SHALL POTHOLE ALL �Tq cm\_ �P REF.&REV. E. JENSEN BYPASS TO CHURCH AVENUE FACE El cm ENc AFFECTED UTILITY CROSSINGS TO VERIFY SIZE, DEPTH AND TYPE OF PIPE. SCALE BO TFOFCA��F DR.Ny aJc sHEEr NO 1 CONTRACTOR TO PROTECT EXISTING UTILITIES TO REMAIN AT ALL TIMES DURING 0 80 160, cH eY JPM of 9 SHEETS COVER SHEET DATE s/z1/zoza CONSTRUCTION JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 SCA1E 1.80 15-E-13501 hi Q II III I W r CURB RAMP NO. 5CURB RAMP N0. 1 - � I iiI I■CURB RAMP NO. 9 I III II h CURB RAMP NO 7[(SHEET 5) (SHEET 5) (SHEET 5) �I I III i i I Z II I 3 I i CURB RAMP NO.3 PFo PROP R/w 0 (SHEET 5) STA: 18+03STA: (SHEET 5) I ■ AI I PS0 END SLURRY I I W END SECTION A 1 DLu PROP R/ BEGIN SECTION A(SHEET 3) Anv ExST R/W xED r o BEGIN SECTION B(SHEET 3) _ z EXSi R/W Y ®� 5 _ .r Z____---_�-_�> Z �- T--�• � --- -- - -III- - -� - PTS \ -N�U^ O ® STA:SLURRY BE 14+49 - - ;T- - 2 3+0 0 - -25■�1t 0D 3 00 14 00 15+00 16+00 - - J - -- - -- - oo" 18+00 e \ \ CD EXSTR/W 8 PSD �o 1���������� 1 ®------ --- --------- ----------- _ I � _ �� -� - _�____«<_____--___-- ® �� N.N.. ---- -- - -- - - - - oe ---X-'-- __ - r 1 --r- --T__=_--- -----T�- __-- - - e I\ `—� EXST R/W Q � � (n ;� ;� EXST R CURB RAMP NO.8(SHEET 5,) II`" Prs xED SOUTH CHAIN LINK FENCE &NORTH CHAIN LINK FENCE FEN ®II W Q II;- _ EEN DETAIL(SHEET 4) c C n D n\/C DETAIL(SHEET 4) CURB RAMP NO. 10 II > ■ >_ 1 (SHEET 5) CURB RAMP NO. R/W I III CURB RAMP N0. 6 S. CEDAR AVE. (SHEET 5) I Q ■ I � CURB RAMP NO.2 (SHEET 5) PROP PED EASEMENT ANO TCE 1 1 PROP FED EASEMENT AND TCE I I m 1 1 XOD (SEE SHEET 4, DETAIL 3) ED 1 i z LJ z I o I PROP R/W Li HEEr 5) Q I W > Q I QJ ITT II W 1 I I � W I II 1 � ■ II CURB RAMP NO. 11 I 1 i I I CURB RAMP NO. 17 I III (SHEET 5) CURB RAMP NO 13 I PCF III CURB RAMP N0. 15 CURB RAMP NO. 16 1 p� I (SHEET 6) SHEET 6 I ■ (SHEET 6) � � II (SHEET 6) ( ) III LLI II � ■ w ■ w -- M II _,�� II ■ z _ L-- J E%ST R/W -- EXST R/W _ _ __ __ _ ExST R/W -� J Tom_-____-_-T-S_�-_-_--_1 S_ __1-O-_ ----ems --_- ---��-�_-s- _7-L_ _--_ -Z=L==--=L' _J�� �.. _= _-><- >=i �l--- - _ _ zz CLD 01 m 00-- - -- - --26+00 -- - -- -- - -27+00 - - -- -28+00 -- - -- - -29+00 -- � �00� - - -31+00 -- - -- - -- -32+00--- - -- - -- -33+00 - -- -- -- - -34+00 - - -- -- -35+00- - -- - - - -36+00' -- - - - -37+00 -- - -- -- - 38 1 0 a - -- - -- - -- - -- - -- - -- - ---- -- - -- - -- -- - -- -- - - - - -- - -- -- LL o -- - -- e LL� -- -- - -- - - -- - -- -- - -- "'-- - -- --- W o ■ - -- - -- - -- - -- -- -- - - - -- - -- - -- - -- - o m o - -- ---- - - -- N s - _ _ _ _ _ 3_ _ o W LO __S_�_ ___ __— _ �+ �_______--�__�-L_�_--___LJ _-----__times_ ____--s—c--__—_ —c__—__�_�—�__—_•_s_�_—___r�_�r__ -- -- --- — N ——__- __----_�—____—_—__— CURB__-- • I RAMP NO 14 (SHEET 1 I CURB RAMP NO. 12 I S. CEDAR AVE. i (SHEET 5) W i o CONSTRUCTION NOTES AND SYMBOLS: NOTES: ■ � I ADM ADJUST EXISTING MANHOLE RIM/COVER TO NEW FINISHED GRADES. 1. CONCRETE INSTALLED OR DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION,SHALL BE INSTALLED OR REPLACED PER CITY STANDARDS W AND TO THE SATISFACTION OF THE CITY INSPECTOR AND/OR AS DIRECTED I i III ADV ADJUST EXISTING WATER VALVE RIM/COVER TO NEW FINISHED GRADES. BY THE ENGINEER OF RECORD REPLACEMENT AND/OR SAWCUT OF \III I REMOVE EXISTING FENCE&CONSTRUCT NEW CHAIN-LINK FENCE TO CONCRETE SHALL BE TO THE NEAREST EXISTING CONCRETE JOINT. ■ 1 3 I-III II FEN ■ I 1 II III III 1 O ALLOW FOR 4'WALKWAY BEHIND EXISTING DRIVEWAY 2. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS AS REQUIRED TO ALL I 1 I W CURB RAMP NO.20 I III AFFECTED PROPERTY OWNERS AT ALL TIMES UNTIL PERMANENT ACCESS IS III O CONSTRUCT CONCRETE MEDIAN AROUND EXISTING STOP SIGN SIGN TO STA: 41+19 (SHEEP 6) I III n0v MED COMPLETED. I III BE PROTECTED IN PLACE(SEE SHEET 4, DETAIL 3) END SECTION B ' III PC 3. ALL FACILITIES SUCH AS SEWER,STORM DRAIN AND OTHER UTILITY w BEGIN SECTION A(SHEET 3) STA: 43+34 _ _ _ 1 STA:44+63 EXISTING CONCRETE SECTION TO BE PROTECTED IN PLACE. MANHOLES WATER VALVE BOXES INCLUDING CAP AND LID ETC PCN z I w END SECTION A(SHEET 3) aflv END 0 40'GRIND&OVERLAY WHETHER EXISTING OR NEWLY INSTALLED BY THIS PROJECT SHALL BE BEGIN 0.40'GRIND&OVERLAY PTs .� _ExST R/W O ADJUSTED TO FINAL GRADE AS NECESSARY BY THE CONTRACTOR EXCEPT EXISTING FIBER OPTIC CABLE TO BE PROTECTED IN PLACE. U ■ -�-�;_ _�- -=-_- --r_-�=- _t'=_=—_ -_ — — --_�,—,�- ���-__-�_� �� -_ _____-/ \_____ TELEPHONE MANHOLE(SEE NOTE 10 BELOW). ALL ADJUSTMENTS SHALL EXISTING PG&E GAS FACILITY TO BE PROTECTED IN PLACE.CONTRACTOR BE COMPLETED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY r-- - - - - - - - - - - - - -- - PGF a 1 J - - - - -- - - -- _-- -- - O SHALL COORDINATE WITH PG&E FOR PROTECTION REQUIREMENTS. 4, CONTRACTOR SHALL COORDINATE HIS SCHEDULE WITH ALL UTILITY 00 -39+00 - -40+00 -- -41+00 - 42+00 43+00 44+00 45+00 PLD EXISTING LOOP DETECTOR TO BE PROTECTED IN PLACE. COMPANIES AFFECTED BY THIS WORK NO ADDITIONAL COMPENSATION O o WILL BE MADE FOR SUCH COORDINATION WITH UTILITY COMPANIES. i-. -- -- _ -- -- - -- - -- - -- - -- - -- _ ow - l -. 1 _ _ _ _ _ _ C\_ _ -m3 PSD EXISTING STORM DRAIN PIPE TO BE PROTECTED IN PLACE. I - -- - - -1 5. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS BEFORE STARTING o WORK IN ORDER THAT CITY MAY TAKE NECESSARY MEASURES TO ENSURE p _ t_---- EXISTING TRAFFIC SIGNAL AND PEDESTRIAN PUSH BUTTONS TO BE -1-- c-�-- ---___-L --__ ----- ---- ----- THE PRESERVATION OF ANY AFFECTED SURVEY MONUMENTS AND BENCH - --- i I ___ � � --- PROTECTED IN PLACE. MARKS. s` EXST R/W _ ` J EXST R/W \ C RB RAMP NO. 18 IW II S. CEDAR AVE. Eu �' CURB RAMP NO. 21 exsT R/W RVG REMOVE AND REPLACE EXISTING VALLEY GUTTER PER CITY OF FRESNO O STANDARD P-10.SEE SHEET 6 FOR VALLEY GUTTER GRADES. 6 CONTRACTOR SHALL REPLACE AND/OR REPAIR IN KIND,ALL EXISTING AND SI BE 6 1 PROPOSED IMPROVEMENTS DAMAGED DURING CONSTRUCTION,TO THE ( ) I Q II 1 1 y�� I - - (SHEET 6) XLD AFFECTED EXISTING LOOP DETECTOR TO BE REPLACED,SEE SHEET 8 SATISFACTION OF THE CITY INSPECTOR. CURB RAMP NO. 19 r fi u I FOR LOOP DETECTOR LAYOUT. I ■ W (SHEET 6) I I I 7. EXISTING FACILITIES OUTSIDE THE SCOPE OF WORK, INCLUDING Q II LOOPS/DETECTION, DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED C� =II CONSTRUCTION SYMBOLS AND LEGEND: IN KIND BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE GRIND EXISTING AC TO A DEPTH OF 0.25'AND OVERLAY WITH 8. CONTRACTOR SHALL VERIFY LOOP ASSIGNMENTS PRIOR TO STARTING WORK. 0.25'TYPE"A"PIMA. 3 = 9. ALL CURB RAMPS AND IMPROVEMENTS TO BE INSTALLED WITH THIS GRIND EXISTING AC TO A DEPTH OF 0 40'AND OVERLAY WITH PROJECT ARE TO BE CONSTRUCTED TO ADA STANDARDS. U 0.40'TYPE"A"HMA REMOVE EXISTING ROADWAY SECTION TO A DEPTH OF 0.9511' 10 AT&T SHALL ADJUST TO FINISHED GRADE, EXISTING TELEPHONE MANHOLES 9 W AND CONSTRUCT 0.458'AC OVER 0.5'AB (SEE SECTION A, AFFECTED BY THIS OVERLAY PROJECT. SHEET 3) 3 SLURRY SEAL(TYPE II) LIMITS. PEDESTRIAN EASEMENT ACQUIRED WITH THIS PROJECT. a a s TEMPORARY CONSTRUCTION EASEMENT(TCE). 4 a � RIGHT OF WAY ACQUIRED WITH THIS PROJECT. {g+1,11■■!r Unde ground Service Alert FRESNO COUNTY JURISDICTION. cnu OQFtOFESSIp� SCALE 1°=40' roB 1oR1r�> P M/ YF` 0 40 80 mro woRxlNc onn rrr��h�/ ��G 860RE YOU OIG FIR J.DN0 PWO0928 CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS * No. C75630 * ORc No. 189901 FUND NO. 22048 sT cm\_ s CEDAR AVENUE COMPLETE STREETS PROJECT OFFICE CITY END I � REF.&Rev. E. JENSEN BYPASS TO CHURCH AVENUE FOF CAI-EF CH BY PM OFEEf N9 SPEEDS OVERLAY AND DEMOLITION PLAN DATE s/21/202a x JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 SCALE' 1:40 15-E-13502 To' STA: 14+49 TO STA: 17+52 8 Q STA: 17+52 TO Q ry EX.CE STA:48+03 01 8' VARIES 34'TO 40' VARIES 30'TO 40' SECTION LINE SW VARIES GRASS VARIES VARIES 11.3'TO 0' GRASS VARIES SW VARIES 3.6'TO 8' 0'TO 3.75' 0'TO 3.75' 3.4'TO 8' WEST i EAST SEE SECTION DETAIL 1 cNs AB ACTHIS SHEET ___________________ I--6" 6" SEE SHEET 2 FOR AC PLUG AT ce AC PLUG AT ROADWAY SECTION EXTENTS CURB RETURNS. ACP CP CURB RETURNS SEE SHEETS 4& SEE SHEETS 4& FROM STA: 14+91 TO 18+03 5 FOR LOCATIONS. 5 FOR LOCATIONS AND STA: 41+19 TO 43+34 TYPICAL STREET SECTION A NO SCALE O STA: 18+03 TO O EX CL STA: 41+19 0- 8' VARIES 34'TO 40' VARIES 30'TO 40' SECTION LINE SW VARIES GRASS VARIES VARIES 11.3'TO 0' GRASS VARIES SW VARIES 3.6'TO 8' 0'TO 3 75' 0'TO 3.75' 3 4'TO 8' i WEST EAST SEE SECTION DETAIL 2 /--� THIS SHEET GC1 CNG AB � AC G01 C q;,'7-� AB CNS � G01 12' + 12' + 12' + 12' +J 19' 1 RCR 1 AC PLUG AT 0AC PLUG AT SEE SHEET 2 FOR CURB RETURNS. AGP CP CURB RETURNS. SEE SHEETS 4& SEE SHEETS 4& ROADWAY SECTION EXTENTS 5 FOR LOCATIONS. 5 FOR LOCATIONS. FROM STA: 18+03 TO 41+19 TYPICAL STREET SECTION B NO SCALE STREET SECTION NOTES: ACP INSTALL/CONSTRUCT V-0"MINIMUM WIDTH OF 0.58'THICK AND/OR AS SHOWN ON PLAN of AC PLUG ON GAP BETWEEN SAW-CUT LINE AND a PROPOSED GUTTER LIP, PER PW STD. P-48.THE TOP 0.25'OF THE AC 8' PLUG SHALL BE PLACED IN A SINGLE LIFT WITH THE REST OF THE O STA:43+34 TO O OVERLAY. rr� EX. STA:44+63 Q-1 8' VARIES 34'TO 40' VARIES 30'TO 40' G01 GRIND EXISTING AC TO A DEPTH OF 0.25'AND OVERLAY WITH 0 25'TYPE"A" HMA. G02 GRIND EXISTING AC TO A DEPTH OF 0.40'AND OVERLAY WITH 0.40'TYPE"A" ^' HMA. SECTION LINE SW VARIES GRASS VARIES VARIES 11.3'TO 0' GRASS VARIES SW VARIES REMOVE EXISTING ROADWAY SECTION TO A DEPTH OF 0.958'AND CONSTRUCT 3.6'TO 8' 0'TO 3.75' I 0'TO 3.75' 3.4'TO 8' RCR O 0.458'AC OVER 0.5'AB(SEE SECTION A& B, SHEET 3) WEST FPS I fi SEE SECTION DETAIL 3 STREET SECTION SYMBOLS AND LEGEND: G02 THIS SHEET HMA UG INSTALL 0.58'HMA PLUG, ACP m 6" HMA OVERLAY I INSTALL HMA TO SPECIFIED DEPTH.TOP 0.25'HMA TO BE PLACED IN SINGLE LIFT. 1' 1' AGGREGATE BASE AB g AC PLUG AT AC PLUG AT INSTALL 0.50'AGGREGATE BASE.O SEE SHEET 2 FORI L CURB RETURNS. ACP CP CURB RETURNS SEE SHEETS 4& SEE SHEETS 4& COMPACTED NATIVE SOIL ROADWAY SECTION EXTENTS 5 FOR LOCATIONS. 5 FOR LOCATIONS 0.5'coMPACTED NATIVE SOIL,clNs FROM STA: 43+34 TO 44+63 EXISTING ROADWAY SECTION x TYPICAL INTERSECTION SECTION EXISTING ROADWAY SECTION TO REMAIN. NO SCALE a 11 11 J"0,25' HMA J"0.25' HMA 0.25 HMA 0.458'AC PLACED IN SINGLE LIFT 0458'AC PLACED IN SINGLE LIFT 0.40'AC ----------- PLACED IN SINGLE LIFT Y 0.5'AB 0 5'AB EXISTING under ro„nd service Alert EXISTING CALL 0.5'COMPACTED 0.5'COMPACTED SOECTDIONY RSECTIONOAY QFtOP SSrp, < qp� '$11" 1L/ aY 811 NATIVE SOIL \���\���\���\���\��� NATIVE SOIL "oU°�G — — A FIR J.DN0 PWO0928 CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS * No. C75630 * ORG No. 189901 FUND N0. 22048 sT cm\- s CEDAR AVENUE COMPLETE STREETS PROJECT OFFlcEEENc CITY ENc SECTION DETAIL 1 SECTION DETAIL 2 SECTION DETAIL 3 9TFOFCA�F°�� REF.&REv. E. JENSEN BYPASS TO CHURCH AVENUE DR.BY: AJG SHEET NO 3 g CH BY JPM OF 9 SHEETS NO SCALE NO SCALE - `'%`I T JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 STREET SECTION AND DETAILS DATE 5/21/2024 x ISCA1E+ NO SCALE 15-E-13503 I� ro I a ________________ �12'TYP./MIN. ----------- —————--—————— �-- ----��-----_ N 281.99C—ME L \ OEM DEM 28�8 12C�ME INSTALL LADDER STRIPING WITH 2'WIDE V 1 13.4't 1 ,�" ExST R/W \ _288.95C—ME 289.IOC—ME / ___ ___ PAINTED BANDS ACROSS THE FULL—WIDTH EXST R/W OF THE CROSSWALK AREA.COLOR SHALL 1 0° BE WHITE,OR YELLOW,AS SPECIFIED ON 5 24' L ,�""Uc" �" ____ __ THE PLANS. PFN FEN 5.03' 5.20' _ % — — � FEN 2' MIN. / --- _ SW1 / PFN SW1 _ / -- PG1 289.19C—ME 289.04C—ME PROP PED EASEMENT 4&X �� PROP TCE X I I I I X I 1 X SOUTH CHAIN LINK FENCE - DETAIL 1 SEE"CURB RAMP N0.6 HIGH VISIBILITY CROSSWALK DETAIL DETAIL",SHEET 5, FOR SCALE: 1"= 5'-0" ADDITIONAL INFORMATION REF.SHT:5 6 77 NO SCALE IF— I———I LTJ PPB EXP �� o —— - --e oh---e oh---e oh---e oh--- e oh---e oh--- ----e oh- e oh-- doh---e oh- - oh--- \ EXP PPB ---_--- Hmmgm I oS I �—"!3` t 9 " " I 289.64C—ME 289.68C DEM 289.66C—ME I 1289.64TC—ME 289.66TC—ME A, I d� DEM 289.73C �`79 PFN I 5 59' 5 68' 4� 4' 4 4 FEN " SW2 SW1 28975C-ME CONSTRUCTION SYMBOLS AND NOTES: 289.73C—ME -- 289.91TC—ME MEP PG2 INSTALL/CONSTRUCT 1"-0"MINIMUM WIDTH OF 0.58'THICK AND/OR AS SHOWN ON PROP TCE ACP PLAN OF AC PLUG ON GAP BETWEEN SAW—CUT LINE AND PROPOSED GUTTER LIP, PROP PED EASMENT PER PW STD P-48.TOP 0.25' OF AC PLUG SHALL BE PLACED IN SINGLE LIFT o WITH REST OF OVERLAY. DEM DEMOLISH EXISTING CHAIN LINK FENCE AND CONCRETE FOUNDATION. EXP EXISTING PEDESTRIAN PUSH BUTTON MOUNTED ON POLE/POST TO REMAIN - DETAIL 2 SEE"CURB RAMP NO.8 FEN CONSTRUCT NEW CHAIN LINK FENCE(TO BE CONNECTED TO EXISTING FENCE). NORTH CHAIN LINK FENCE DETAIL",SHEET 5, FOR SCALE: 1"= 5'-0" ADDITIONAL INFORMATION MED CONSTRUCT CONCRETE MEDIAN ISLAND(8"CURB FACE)PER CITY OF FRESNO STANDARD P-9. MEP BACK OF PEDESTRIAN PATH OF TRAVEL ELEVATIONS TO MATCH EXISTING PARKING LOT ASPHALT s PAVEMENT. / PFN EXISTING FENCE TO BE PROTECTED IN PLACE PROTECT IN PLACE EXISTING AUTOMATED ROLLING GATE,GATE TRACK,GATE EQUIPMENT AND fi ti� PGi APPURTENANCES. DAMAGE TO THE AFOREMENTIONED SHALL BE REPAIRED TO THE SATISFACTION STA: 17+56 75, 46 93'RT SC2 OF THE CITY INSPECTOR. 289 44TC I PROTECT IN PLACE EXISTING DOUBLE SWING GATE AND APPURTENANCES DAMAGE TO THE - 288�ME 0 AFOREMENTIONED SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY INSPECTOR. O EXISTING PEDESTRIAN PUSH BUTTON TO BE PROTECTED IN PLACE CONTRACTOR 8 1 4° PPB SHALL RE—GROUT POSTS R=15.8' 3 EXISTING SIGN ANCHOR TO BE RAISED TO MATCH CONCRETE MEDIAN CAP FINISHED GRADE. MEN ExsT_R_/w RSS REINSTALL EXISTING SIGN& POST ON RAISED ANCHOR PER CITY OF FRESNO STANDARDS. (SEE I RSS 7.50 CITY OF FRESNO STANDARD P-88 FOR SIGN&ANCHOR INSTALLATION). a X IN SC2 SAWCUT EXISTING PAVEMENT TO STRAIGHT CLEAN EDGE. _ 5 X O DEMOLISH EXISTING ASPHALT CONCRETE AND CONSTRUCT CONCRETE SIDEWALK PER 8.00' 289 45TC I SW1 CITY OF FRESNO STANDARD P-5 a 288.78P—ME g 288.78P—ME X SW2 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FRESNO STANDARD P-5. S 22 66' 8.00' 3 FC TO FC 289.46TC CONSTRUCTION SYMBOLS AND LEGEND: 288.79PC ME 288.79P—ME I PROP R/W L y, ® HMA PLUG INSTALL 11.58' HMA PLUG, ACP Under,r°„nd service Alert 2.50' I I o cnu ___ __p _ 1______J PEDESTRIAN EASEMENT ACQUIRED WITH THIS PROJECT. QROFESSO, SCALE 1"=5' 811" ® O �9� Nso NDBM> ACP R-2 5' P tit/ t^ 0 5' 10' mro MKI.onn STA: 17+56.74,64.93'RT _ h� 2 eeFoec YOU DIG III 289.47TC ° ® TEMPORARY CONSTRUCTION EASEMENT(TCE). PW FILE NO 12782 288.80P—ME CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS I I II I A PROD. 22048 ID. PW FUND N0. 22048 RIGHT OF WAY ACQUIRED WITH THIS PROJECT. * No. C75630 * ORG No. 189901 CEDAR AVENUE COMPLETE STREETS PROJECT REVIEWED sT cm\_ REF.&REV. E. JENSEN BYPASS TO CHURCH AVENUE OFFICE ENc CITYENc w CEDAR AND JENSEN MEDIAN — DETAIL 3 ® INSTALL/REPLACE TRUNCATED DOME PER CITY OF FRESNO gTfOF-CA�_f DR.BY: AJG SHEET NO 4 a CH BY JPM OF 9 SHEETS >i STANDARD P-32. DATE 5/21/2024 5 SCALE: 1"= 5'-0" JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 MEDIAN, FENCE CATES, AND CROSSWALK DETAILS SCARE+ VARIES 15—E-13504 SC1 1 @ 288, -ME 1�1.00 SIX 14+8039,3289Rr 90 SO -30 sd --30 sd - - - _ 28818TG_ME E. JENSEN AVE �� 28772FL-ME rn" � 15% 9803,312aLi �n I 28946C-ME 288.41C 287.79FC-ME CG GD 1 Do'-1 2.9% ng � 288.288,41-1 ��ME m e E. JEN N AVE STA.17+31.50,65.19'RT STREET CONSTRUCTION SYMBOLS AND NOTES: o, PSS - 28867TC-ME PDI a 28820FL-ME PFN cc sD 2ea3ac CG INSTALL/CONSTRUCT 1'-0"MINIMUM WIDTH OF 7-INCH THICK AND/OR AS SHOWN 288.68TC O ON PLAN OF AC PLUG ON GAP BETWEEN SAW-CUT LINE AND PROPOSED GUTTER t.7% sc2 sc2 288.18FIL ACP STA T7+12.42,47211T CRI m LIP, PER PIN STD. P-48. PTM 1 AOT '}5 5 __�---"�-- 288.81 TC-ME 288.75TC 288.62TC 1 m� STA 14+72.30,3305'RT 28882C-ME CG t ��5 28822TC-ME PSP 28as3c 288.36FL-ME 2fle 3aFL zea lzFL O COORDINATE PG&E GAS VALVE ADJUSTMENT FROM EXISTING GRADES TO FINISHED 3100'LT 287.62FL-ME \ 28856C 28874C ' _ -- ADG GRADES. 288.32C �'288.15TC-ME J GB " 28832TC=FL ---_ 2a7s3R-ME O w II/ , zes.6sc GB - REs �9v oy7% 5 ADJUST TRAFFIC SIGNAL&ELECTRICAL PULL BOX RIM/COVER TO NEW FINISHED 287,97FL �,( R ---- you a ?" _ 288.09TC=FL p sc1 qL^% ADT GRADES AS NECESSARY.CONTRACTOR TO REPLACE ANY DAMAGED PULLBOX PROP R/W 2sa.33c 1.4% PDI .(w oo - 2afl 88C 288.30TC=R / aA° AND/OR EXTENSION / -, m STA:14+7139,3095Li 0' 28843TC ''p b� 28891C-ME X 288.76C 28806TC=FL i/ a� / 28897TC \ R=97' Cp zeea7c ce1 --- 2eazlTc-ME zea.olFL 28858C ---- --� / ® ADJUST EXISTING WATER VALVE RIM/COVER TO NEW FINISHED GRADES AS PB1 287.59FL-ME "1' SC7 rye. e " ce sCt >a oM �. 28878TC w 2ea laic 'ga � NECESSARY 289.03TC Baj. � I D �� s' r STA 2a8.28FL �! 288.04FL T \ 288.53C A PSP J �' ---- 'L `N EXSI n/W ACP ¢ �-tx BM CONTRACTOR TO RESET BENCHMARK AS DIRECTED BY THE CITY INSPECTOR 28847C .o�' 28903C-ME 'gip CG1 R=200' F 288.92C-ME PFN FEN R 288 05TC=FL 288.08TC=FL ¢ & l0 288.69C 288.79C 2fleEsc °9 Ge p CP O EXISTING CULVERT DRAIN PIPE TO BE REPLACED WITH 3"DIAMETER SCH.40 PVC ,fix T R w_ �.• 2ae75c PSP CD PER CITY OF FRESNO STANDARDS P-23. 8.94' U of 288 56C PSD �� 3 e 28B.07R SC2 CR1 \ T 288.79C-ME 4-1.00'I 28860C �' AD STA.is+s2.10 54.625ir II STA.n+16+79,31.63'LT cR CG CONSTRUCT CONCRETE CURB&GUTTER(6"CURB FACE)PER CITY OF FRESNO _- �0 z8849C _ (n PROP R/W STANDARDS P-5 24 d - 4 sd 24 sa- PSn 288.62TC 288.69TC 5iq iq+5234,67.92'RT III 2a875TC-ME 17% 28868C-ME 4+ 0 0 .�gabf' �°> B�9° 288.09TC=FL W 28812FL J 2887}TC-ME SC7 28826FL-ME LJ t- \ 288 2FL-ME PFN c E ¢ 1'0°"'- CR1 CONSTRUCT CONCRETE CURB RAMP PER CITY OF FRESNO STANDARD P-28. STA:T7+08.97,32.17'RT III sc1 288.51Tc-ME Q sarc ¢ sD \ 4 T s?" III Psa p 28797FL-ME III CR2 CONSTRUCT CONCRETE CURB RAMP PER CITY OF FRESNO STANDARD P-29. �,. 288 14FL p l J BM G STA 17TC-M ,55.35'LT w U m III U III 1 CR3 CONSTRUCT CONCRETE CURB RAMP PER CITY OF FRESNO STANDARD P-31. TA 14G ME (� pJ�/p�(( III I 5 289.19FL-ME S01 SP (� A E. JENJL BYPASS IT' ��0.0.q,�� �y E. JENSEN f11YPASS d� I o CR4 CONSTRUCT MODIFIED CONCRETE CURB RAMP&DRIVEWAY PER CITY OF FRESNO STANDARD P-28&P-2. CURB RAMP NO. 1 DETAIL FRESNO COUNTY CURB RAMP NO. 2 DETAIL CURB RAMP NO. 3 DETAIL FRESNO COUNTY CURB RAMP NO. 4 DETAIL FEN CONSTRUCT NEW CHAIN LINK FENCE(TO BE CONNECTED TO EXISTING FENCE). SCALE- 1"= 10' JURISDICTION SCALE 1"= 10' SCALE- 1"= 10' JURISDICTION SCALE+ 1"= 10' GB CROSS-SLOPE AT GRADE BREAK TO BE LESS THAN 2%TO MEET ADA REQUIREMENTS. , I" IN SEE"SOOT CHAIN LINK FENCE I I III rA 21+60.94,320zt STA 21+sa.82,32.06'Rr III sm I 289.85C-ME SEE"NORTH CHAIN LINK FENCE 1 x x e J III I I GR INSTALL GUARD RAIL WITH "NO CROSSING"SIGNAGE. 3I >ed III GS srA'1ar12 a,,31 sTRr / DETAIL", HEET 4, DETAIL 1 I 289.09FL-ME 2a9s3TC-ME x III DETAIL",SHEET 4,DETAIL 2 28909FL-ME 38% 1 1 f III 1 � 21e 03TC-ME FOR AUDIT ONAL INFORMATION sa cc F 2asa2FL-ME /R FOR ADDITIONAL INFORMATION z8a.o3FL-ME III CONTRACTOR SHALL MATCH EXISTING AC PAVEMENT IN KIND BE BACK OF PROPOSED 1 III I h^P e ,p°4 sc1 -PROP TICE 1 9ee+� e9 0 N o 3 GB MEP RAMP AND RIGHT-OF-WAY �op SiA:18+0197,3163'LT PDI 319 289.66C-ME GP AD - \ P88 INSTALL SIGN POST AND SIGN PER CITY OF FRESNO STANDARD P-88.SEE SHEET 6 FOR /R W I `r`'ry sllhar`�' 28860TC-ME 1,00'-I a PROP RED EASEMENT ,,yy���. 28805FL-ME FPS PSP I X O SIGNAGE INFORMATION. SC7 e01@'S 28799FL 28896C-ME g" PFN -24 sd--- IP�SD�\1__ /2 x"0 gal sd-- 00 ��' ---- EXISTING PG&E ELECTRICAL VAULT TO BE PROTECTED IN PLACE. 288.90TC-ME I I 40 rn ACP _ ,50` PFN ADT I c 289.59TC 289 66C 28890C-ME -24 d- 4 a \ 28909FL PROP R/W / 1 a% `, PE" EXISTING STORM DRAINAGE INLET TO BE PROTECTED IN PLACE.CONTRACTOR SHALL REPLACE 'r�100' 288671C-ME 0 28884C PB 287.95FL-ME ,.az � cD gas afiicN � � �o /,1 2as 7sc-ME PDI CURB AND GUTTER AS NECESSARY TO RESTORE EXISTING DRAINAGE TO THE INLET PER CITY OF 289.27TC 12.17' -L 88 \ 2BM 79C I R=5.5' 2a9 06FL 289 08TC=FL ,� OP 28a.74c PROP R/W cR1 � v FRESNO AND THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT STANDARDS GB "� J 289 73C PFN /� 2afl 73c � 1 288 asc 289 52c - -{ PFN EXISTING FENCE TO BE PROTECTED IN PLACE. a x / yw• ,y 289.59C 28905TC=FL 288.68C . CG X I G 288 10FL 2881 OFL 2as.14c-ME PROP RED EASEMENT _ 0EXISTING FIBER OPTIC LINE TO BE PROTECTED IN PLACE. ��- CRI > I 4D2' 6 SC 289.58C � 79 ,^o. SC2 F 0 { PROP TCE 288 X X x ( CR4 cc / R0 PFN N - PGR EXISTING "NO CROSSING"SIGN&GUARD RAIL TO BE PROTECTED IN PLACE+ ee h .19iC=R ae"?,I, I���' SC1 X"'x $ 28903TC=R 289.03iC=FL R=2D o',,1p 288 23TC=FL 0 95 x x x x ----- 289.51 C 289.73C-ME j- .� , .00' PGV EXISTING PG&E GAS VALVE TO BE PROTECTED IN PLACE y 288.71TC 15' 28843FL R� - fo fo 289.02FL v' sc 28aa7rc PSP � 9 To PHY EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE. GB ® PFO 28831 FL CG PSS / Ld ACP STA'17+82 16,54 58'LT _ o PB SP 5q° 7 � s 289 68C ExsT R W �I Q 2e9.52Tc EXISTING PEDESTRIAN PUSH BUTTON TO BE PROTECTED IN PLACE. CONTRACTOR 28859iC-ME 28823TC=FL m 288.22TC=fL -- 28a24R-ME STA'17+8945,fi319'RT ----- 28902FL a°• 289 fi4C PPB 2ee57rc w LJ /3- w �e or O SHALL RE-GROUT POSTS PSD 7 288.97TC-ME ry9 ¢ ¢ -2a846FL-ME 28960C-ME cc1 ¢ G 0 I GB INSTALL 6 CURB AT BACK OF RAMP TOP LANDING FROM BC TO EC AND INSTALL � PB P81 NON-APS PEDESTRIAN PUSH BUTTON (PPB; POLARA BULDOG OR APPROVED Q ¢ V9p 1m' o STA 21+0949,32 OB'RT i3� EQUAL)ON NEW PPB POST PER CITY OF FRESNO DETAIL P-31" E. JENSEN AVE I� W sc1 sA 21+1sss,}1s7LT w vi 289.a4TC-ME Pss U c3 -_ II 289.a6TC-ME N U aessFL-ME 1 289.76c-ME PPP EXISTING PG&E POWER POLE TO BE PROTECTED IN PLACE. vi vi E. JENSEN AVE � Dr I II I 2asooFL-ME vi 10'� ao% PSD EXISTING STORM DRAIN PIPE TO BE PROTECTED IN PLACE. EXISTING TRAFFIC SIGNAL POLE TO BE PROTECTED G PLACE CONTRACTOR SHALL CURB RAMP NO. 5 DETAIL FRESNO COUNTY CURB RAMP NO. 6 DETAIL CURB RAMP NO. 7 DETAIL CURB RAMP NO. 8 DETAIL FRESNO COUNTY JURISDICTION JURISDICTION PSP ADJUST POLE SO NEITHER BASE PLATE OR LEVELING NUTS ARE ENCASED IN SCALE: 1"= 10' SCALE: 1"= 10' SCALE: 1"= 10' SCALE: 1"= 10' CONCRETE CONTRACTOR SHALL RE-GROUT POLES PSS EXISTING STREET SIGN TO BE PROTECTED IN PLACE. E. KAVILAND AVE. E• KAVILAND AVE, zso.7zc-MEN EXISTING TRAFFIC CONTROL&METER BOXES TO BE PROTECTED IN PLACE AND e R=2o o' SC1 cR II I,��' '� I PN' ADJUSTED TO FINISH GRADE AS NECESSARY STA'24+72.06,5520'LT 29039TC-ME SC2 SC2 STA 24+8070,5156RT III \ zsoe2c-ME I ®W EXISTING WATER VALVE TO BE PROTECTED IN PLACE. 29049TC-ME 28% 29071c 290 ITC-R VG 29014CC 29004FL-ME N III \ \1 s c 290.14C I 400' 1 STA 25+5273,3179TT 290.69C-ME E 2so 3arc 28998 FL \ R/R REMOVE AND REPLACE CONCRETE SIDEWALK PER CITY OF FRESNO STANDARD P-5. � 290 63TC-ME o°S��k 2899OC `h o tim E`D 29074C 7.1% PG III 290.13R-ME v° 44 ry H A9 28993FL 5R SCI LJ \ \ � \ ^p 290.74C-ME a - 2soaoic=FL _ ____ zso.7lc 9 oo' RES RELOCATE EXISTING SIGN POST AND SIGNS TO ALIGN WITH THE NEW LIMIT LINE. 2 9TC I STA 25+39.85,31.98'RT ;i�: PSS 290.19TC=FL o ^ ® !!� 1oz PAINT RED cBRe 290iirR ME 290.76C PFN RGR REMOVE EXISTING "NO CROSSING"SIGN&GUARD RAIL. 29051C-ME 9 VG Qo _- � 290A4C oT 339. of ceT c 5 2so 77TC 290 62TC PP ` O SAWCUT AND MATCH EXISTING CONCRETE AND/OR SIDEWALK GRADES AND o ¢ CR1 29058C v°Q 290.67TC=C 29027C 29012FL $G1 / `"T o ?o a 290D6TC=FL 29066c-ME 2soe3c z9080C� -o- ALIGNMENT AT NEAREST CONCRETE JOINT. � 290.S7C 290.61C-ME 290.68C 29033C 29082C-ME LLJ � ° 2so 2,n ao9q. SCI----- SC2 SAWCUT EXISTING PAVEMENT TO STRAIGHT CLEAN EDGE. CB C> I �2• 290.54C y CR3 SC1 290.46TC 29047TC I PFN '.�I ,, to SW1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FRESNO STANDARD P-5 29059C-ME 290.47C 29021C A, 'I GR 290.60C 29064C-ME e dl t¢ �$ 5 9• 3 \M' N Q 290.12C 'r 290 19TC=FL ------- 29042TC GR --�- t oh CR7 oh �h - oh 29082C ME--t s zso.3src , .L' x EXISTING OR PROPOSED TRAFFIC SIGNAL POLE AND APPURTENANCES TO REMAIN, fi / 2s0 17c zso.asc 10% p s'°9p a> vs TS1 SEE SHEETS 8 AND 9 FOR DETAILS 289.89R ¢ 28995FL 29062C 29084C 290.47C - w 28995R -may o°n�� �' /3.f °�F290.80C 290.SOC PAINT RED CURB, U PPP 112% ____-�-- 9.'so-_ �- � 290 25TC=c VG EXISTING CONCRETE VALLEY GUTTER TO BE REPLACED PER CITY OF FRESNO 2 2so 5sc ss0"'bn-- Al O STANDARDS P-10. o.i% -t nn---t on- ___ CG N PAINT RED CURB STA 25+2803,5483'LT - 290 CURL 29024TC=C �- - - 9061 iC-ME 90.53TC 29025TC=FL SS STA 24+4937,3207LT CG 29011FL-ME 290.03FL 29007FL PFN I 290 42TC-ME CG W " III 28987R-ME GB SC2 c ¢ Q VG 29024C 2907 073TCZMES,51.78'RT 3 /R 400 III OR I_ SC2 290.25FL-ME a3% o 0 II - s076c-ME w w 3 290.51 C-ME STA 24+4555,3185'Rr () („) 290.36C-ME 2ase2FL ME III sc1 E. KAVILAND AVE. j E. KAVILAND AVE. x CURB RAMP NO. 9 DETAIL FRESNO COUNTY CURB RAMP NO. 10 DETAIL CURB RAMP NO. 11 DETAIL FRESNO COUNTY CURB RAMP NO. 12 DETAIL g JURISDICTION JURISDICTION SCALE: 1"= 10' SCALE: 1"= 10' SCALE: 1"= 10' SCALE: 1"= 10' a a CONSTRUCTION SURFACE LEGEND: HMA PLUG >y ® INSTALL 7-INCH HMA PLUG, ACP. Under round Service Alert CALL _ SLURRY SEAL(TYPE 11)LIMITS. QFUoFESSfp SCALE 1"=10' o '811" 1W0 WORKKINGING DA15 0 10 20 h�/ Z GA BEFORE YOU DIG PEDESTRIAN EASEMENT ACQUIRED WITH THIS PROJECT. c PW FILE NO 12782 A PROJ.ID. PWO0928 CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS * No. C75630 * ORG No' 189901 TEMPORARY CONSTRUCTION EASEMENT(TCE). CEDAR AVENUE COMPLETE STREETS PROJECT REVIEWED sTgT cm\_ O�e REP&REV. E. JENSEN BYPASS TO CHURCH AVENUE OFFICE END CITY END FaFCAL\F DR.BY: PJG SHEE NO 5 g RIGHT OF WAY ACQUIRED WITH THIS PROJECT. CH BY JPM OF 9 SHEETS CURB RAMPS 1 THRU 12 DETAILS DATE 5/21/2024 x JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 SCARP 1.10 15-E-13505 ,d E. GROVE AVE. s, I 1 lii E. BURNS AVE. - E. GROVE AVE. ¢ 2923OC-ME I 30% 29217C-ME 0.6TC3 MES 6002LT cr 902a -ME STREET CONSTRUCTION SYMBOLS AND NOTES: 4.36 III 292.24C 2H0 ROTC ACP 2s193Te .° GB cc INSTALL CONSTRUCT 1'-0"MINIMUM WIDTH OF 7-INCH THICK AND/OR AS SHOWN ®'`" ® 29ra7c 29230C ^�� O ON PLAN OF AC PLUG ON GAP BETWEEN SAW-CUT LINE AND PROPOSED GUTTER U CR1 STA'30+5081,4735'Ri a"•``o ���� §y ACP STA 30+4808,56.72'LT STA 31+08.99,32.38'LT E -- LIP, PER PW STD. P-48. 292.01TC 211.14TC-ME 29230TC=C --_ RES o 2902]FL 291 54FL N 291 SOFL-ME - t oh - t oh-�+-t on-- $ t 29214TC-ME h--- __ 0.26% z9t saFL 29ts1 FL 291 49TC=C �`°`Y e o II 291 67FL-ME-d° �e---- -- COORDINATE PG&E GAS VALVE ADJUSTMENT FROM EXISTING GRADES TO FINISHED H o CG PSS 29196C 'n - ` 290.38TC=C ADG ^Yn" 21 29141FL -IC Y 29240TC-C ^ 29229TC �t'0 oe 290.85C-ME }'� GRADES. 29146TC=FL �D.92% -'�'. °< 29179C Cp os3 s 2sl sore=c n�° z9z.aoc cgz J,^ F a4$---- 1y , � 1� ADJUST TRAFFIC SIGNAL&ELECTRICAL PULL BOX RIM/COVER TO NEW FINISHED VG v �- '29203C ] T„ e n'I' 1K 29za3c-ME +" 2s2oac `/ cea i cB i �0 sc1 � m' o ADT GRADES AS NECESSARY.CONTRACTOR TO REPLACE ANY DAMAGED PULLBOX cc >F-_----_- M 290 44TC=C 291.4 C o+292.35C 1 5% �ry AND/OR EXTENSION m h+ GB 29239C-ME � o+ T R=190' 639, 0 291.44C o =P 291.85C S sct - Tx To y m 29141TC=FL sA� 1 29223TC PFN 29098TC 'Oa• ADJUST EXISTING WATER VALVE RIM/COVER TO NEW FINISHED GRADES AS <T'n I� SC2 29202C -- SC7 P 29173C GB 290.48FL '1 VG NECESSARY 29187rC `tio , ce 1 ¢ ��=? '�Y?m 29199C-ME a 78%' 29095C-ME -- -- -_-- _ Lh g,° h R=1so' 2905 RL 4 29088Tc BM CONTRACTOR TO RESET BENCHMARK AS DIRECTED BY THE CITY INSPECTOR ss. R=nio' 2 _ll 1_ 292.26C-ME --�--�--- -- T CA 29209rC ` \ T ¢ 29�CI E n /R I< 290.38FL zsl5sc \ 29137FL o III 2922sc=ME n9 ; �,°, cR3 CD EXISTING CULVERT DRAIN PIPE TO BE REPLACED WITH 3"DIAMETER SCH.40 PVC se R=12.0' III 292 DOC S, 292 02C 292 19C-ME 'da'• 292.34C �4' TyN 291.70TC=FL zs213c 4 U _ ___ _ PER CITY OF FRESNO STANDARDS P-23. I� - ,STA 36+0883,3204'LT PFN 292 03iC STA 30+38 99,31 93'Ri III 292 OSC - --___ SC2 290 92TC=C 0�% 89TC-ME 29206re=c vi 29203TC-ME ----- @' CG CONSTRUCT CONCRETE CURB&GUTTER(6"CURB FACE)PER CITY OF FRESNO 291.53C 09% 291.38FL-ME III 14S 292.29TC 29090TC=C GB '� 290.40FL-ME O STANDARDS P-5 29193TC=C � PSS PFN � 29179C /R I 067 F^100' III 4.0' '292.02C-ME ---z nq---z - PPP _ Li CONSTRUCT CONCRETE CURB RAMP PER CITY OF FRESNO STANDARD P-28. I ng Q 291 04C-ME 4.02' III 29095C Q III SrA:30+2120,3220LT SC1 STA 30+89.10,4581 L 29193C-ME III 29189TC-ME 29196C-ME III I 29211TC-ME O_' 26% III OC -1 CR2 CONSTRUCT CONCRETE CURB RAMP PER CITY OF FRESNO STANDARD P-29. SC1 CG1 III 291.34FL-ME �' III l _291 73FL-ME- W SC1 1 290.93C-ME W III III I E. GROVE AVE. U II II U CR3 CONSTRUCT CONCRETE CURB RAMP PER CITY OF FRESNO STANDARD P-31. II 1 1 III III 1 1 vi i III N CR4 CONSTRUCT MODIFIED CONCRETE CURB RAMP&DRIVEWAY PER CITY OF FRESNO STANDARD P-28&P-2. CURB RAMP NO. 13 DETAIL FRESNO COUNTY CURB RAMP NO. 14 DETAIL CURB RAMP NO. 15 DETAIL FRESNO COUNTY CURB RAMP NO. 16 DETAIL FRESNO COUNTY FEN CONSTRUCT NEW CHAIN LINK FENCE(TO BE CONNECTED TO EXISTING FENCE). JURISDICTION JURISDICTION JURISDICTION SCALE- 1"= 10' SCALE- 1"= 10' SCALE- 1"= 10' SCALE' 1"= 10' GB CROSS-SLOPE AT GRADE BREAK TO BE LESS THAN 2%TO MEET ADA REQUIREMENTS. III III GR INSTALL GUARD RAIL WITH "NO CROSSING"SIGNAGE. T L�,I II E. CHURCH AVE. ea 3 53117,5725'Lr > II 286.34FL-ME < MEP CONTRACTOR SHALL MATCH EXISTING AC PAVEMENT IN KIND BETWEEN BACK OF PROPOSED sct 1 ili =12ICE. EUGENIA AVE. Q STA.41+29.55,32.30'RT I III 4 _ P O RAMP AND RIGHT-OF-WAY 289.21TC-ME SCt D P88 INSTALL SIGN POST AND SIGN PER CITY OF FRESNO STANDARD P-88.SEE SHEET 6 FOR 290.79C-ME 29069C-ME 288.89T 288.66FL-ME TA 40+71 15,as 03'Rr G 2 ng - 2 ng---2 ng -2.4 r<�*_-2 -_" , °' 28948TC-ME + U II 29% 1 289.44C-MESIGNAGE INFORMATION. 400' 28a98FL-ME----yn� PSS - o, 29075c z9a.71c e STA 36+e4.73,31a821 -- ce tea 94TC ® PSD PEV EXISTING PG&E ELECTRICAL VAULT TO BE PROTECTED IN PLACE. 290 70TC-ME CR3 ------- ------ vi 288 33FL 1.0% 29012FL-ME 288 94TC=C -------- ------- 1 7 28s ssrc EXISTING STORM DRAINAGE INLET TO BE PROTECTED IN PLACE.CONTRACTOR SHALL REPLACE zesosc Pss �- cR3 2sa 31rc=n PDI CURB AND GUTTER AS NECESSARY TO RESTORE EXISTING DRAINAGE TO THE INLET PER CITY OF /R cc sc2 ry0n¶ 28960TC=C 28928C 5 1 2a933C --___- &.o i- /p °f FRESNO AND THE FRESN0 METROPOLITAN FLOOD CONTROL DISTRICT STANDARDS PFN L ? 289.62C-ME 289 31 C ------ 7 `� 289- �° 0 75% n N_ -- SC1 - 28874TC '�>' r�% ----_----____-• N a 28830Tc=FL PFN EXISTING FENCE TO BE PROTECTED N PLACE. sc2 29064C 288.95C '�� 9�' ti �T d 28g74C � 4.7Tp° J 290.65C-ME .¢°,' 750' 289.68C-ME .� 0.0 R=200' =_----- s ", 2ae 81ic sct PFO EXISTING FIBER OPTIC LINE TO BE PROTECTED IN PLACE. STA.40+59.72,32.33Ri 28959TC CR2 • 28881C 29053TC 2s9.4ITC-ME 5 O EXISTING PG&E GAS FACILITY TO BE PROTECTED IN PLACE.CONTRACTOR SHALL �'- 289.09C s 9• SC2 SC7 �.? 29020FL nT PFN SC ES 28889C-ME /� PGF of e - 288.90FL-ME 289 52TC -------- �- EP `s ti COORDINATE WITH PG&E FOR PROTECTION REQUIREMENTS. rl, PPP 289 02C 289 66rC=C ,�yc,` 288.S6rC=C ' r III 28873FL� AD P 290b2C-ME \ I vs 289.52Tc=c '- =_______-- PGR EXISTING "NO CROSSING"SIGN&GUARD RAIL TO BE PROTECTED IN PLACE. [� 290.63C \ W 289 SSTC=C VC �'' - - - ------- 288 a7TC q"P 7 07° III ---------- 37FL 288.89TC ,2018FL Q 1 g% STA.at+07.T7,44.74'Rr 28839FL ��' cP PGV EXISTING PG&E GAS VALVE TO BE PROTECTED IN PLACE CONTRACTOR SHALL I 1 � 289.61c-ME 289.27TC 1 za9 z7Tc 2a9.23TC-ME q Q O COORDINATE WITH PG&E FOR PROTECTION REQUIREMENTS )F-----_-_ Ct'b4% n _ III 288.77C `288]]C 288 76FL-ME STA.36+7293,53.121T p 4.48 2 19 - 2 ng - 211R�- --7 a - n9---2 na - 290.56rC-ME 2so 15Tc=c 290 me=c w - Day, STA a3+3va,3212'Lr ¢ PHY EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE. W 28953C-ME CG 29004FL-ME 29056TC U I Sc1 28897TC=C y 288871C-ME W Q atl Lah L-ME--�d 290.06FL CR1 III I a n0°�, U PPB EXISTING PEDESTRIAN PUSH BUTTON TO BE PROTECTED IN PLACE. CONTRACTOR vT ? R=12.0' /R Do' Pol V1 SHALL RE-GROUT POSTS �I E. EUGENIA AVE. 289000-ME ° 28896C-ME PPP EXISTING PG&E POWER POLE TO BE PROTECTED IN PLACE. E. BURNS AVE. l U SO - N III 11 PSP a PSD EXISTING STORM DRAIN PIPE TO BE PROTECTED IN PLACE. CURB RAMP N0. 17 DETAIL CURB RAMP N0. 18 DETAIL CURB RAMP N0. 19 DETAIL CURB RAMP N0. 20 DETAIL O EXISTING TRAPOLE SO SIGNAL POLE To BE PROTECTED IN PLACE. E ENCASED SHALL PSP ADJUST POLE SO NEITHER BASE PLATE OR LEVELING NUTS ARE ENCASED IN CONCRETE CONTRACTOR SHALL RE-GROUT POLES SCALE: 1"= 10' SCALE: 1"= 10' SCALE: 1"= 10' SCALE: 1"= 10' PSS EXISTING STREET SIGN TO BE PROTECTED IN PLACE. I iIi "D'o2% PTM EXISTING TRAFFIC CONTROL&METER BOXES TO BE PROTECTED IN PLACE AND ADJUSTED TO FINISH GRADE AS NECESSARY. 289 O6C-ME 5 STA 44+6359,3195'RT �=1 PP ®W EXISTING WATER VALVE TO BE PROTECTED IN PLACE. 28886TC-ME 18% SC1 28841 FL-ME - R/R REMOVE AND REPLACE CONCRETE SIDEWALK PER CITY OF FRESNO STANDARD P-5. GB t- 28899C f� o RELOCATE EXISTING SIGN POST AND SIGNS TO ALIGN WITH THE NEW LIMIT LINE. $ PDI -sd- ° /R RGR REMOVE EXISTING "NO CROSSING"SIGN&GUARD RAIL. FF,,a44 v°°� O 288.84Tc O SAWCUT AND MATCH EXISTING CONCRETE AND/OR SIDEWALK GRADES AND C.) 298 37FL 14% SCt ALIGNMENT AT NEAREST CONCRETE JOINT -� 288.95C vi se \I� PSP SC2 SAWCUT EXISTING PAVEMENT TO STRAIGHT CLEAN EDGE CP / - 288.90C t, SW1 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FRESNO STANDARD P-5 R=24.0' 288 90C 3 cG 289.05C 289 05C-ME TS1 EXISTING OR PROPOSED TRAFFIC SIGNAL POLE AND APPURTENANCES TO REMAIN, SEE SHEETS 8 AND 9 FOR DETAILS. 2as a6c-ME O-ME EXISTING CONCRETE VALLEY GUTTER TO BE REPLACED PER CITY OF FRESNO 288.88TC a, � Ev 289.13C VG 2a838FL e<` . ' STANDARDS P-10. sc1 CR1 a ?� 5°4PSS 288.40Tc=FL i I G�, '��•'�' 28841TC=FL 288 92TC 0 17% 29842FL H ---- A 44+1734,67.36'RT E. CHURCH AVE. GA 246FL-ME 28888.6FL-ME x CURB RAMP NO. 21 DETAIL SCALE: 1"= 10' a a CONSTRUCTION SURFACE LEGEND: HMA PLUG >Y ® INSTALL 7-INCH HMA PLUG, S Under round Service Alert CALL 4 _ SLURRY SEAL(TYPE II)LIMITS. Q?OFESSrp SCALE 1"=10' o '811"0 10 20 roso NYOU 1W0 WOflKING DA15 h�/ 2 660RE YOU DIG RIGHT OF WAY ACQUIRED WITH THIS PROJECT. or PRo FILENO Pwooeze CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS * No. C75630 * ORD No. 189901 FUND N0. 22048 sT clvly s CEDAR AVENUE COMPLETE STREETS PROJECT OFACENc cm ENcEE REF.&REV. E. JENSEN BYPASS TO CHURCH AVENUE g CH BY JPM OF 9 SHEETS FpFCALF DR.BY: AJG SHEET NO 6 CURB RAMPS 13 THRU 21 DETAILS DATE JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 5/21/2024 SCARE+ 1 10 15-E-13506 t II III j j INSTALL P-88 WITH INSTALL P-88 WITH V INSTALL P-88 WITH INSTALL P-88 STOPPING II V I� III ro NO STOPPING SIGN NO STOPPING SIGN III I W11-2 AND NO STOPPING REMOVE EXST RED I {.Z7$ III' I I1_ /_142 (RIGHT) INSTALL P4-11 (LEFT) '6tl'1� I I PAINT RED CURB CURB PAINT Wi 6-7P SIGNS SIGN (LEFT) 58 LF o 79 LF ET , Imo+ ++ + + 1 +1+ + + + + + + + + + 389 iT I RES T I + i + + + + + + + X�>✓ II, + I + I II I PAINT RED CURB + + °s7e g2 LF I PAINT RED CURB I I 12 LF • END D 3s PAINT RED CURB 13 J/ ka BEGIN DE 39AD !� INSTALL R3-7 LF 39 RPM -------------� --- = 5----------- -- -- w - �� o RPM o "/ ---�� ----��----------- DET ---------- ------ -----•� 39 ®--� --- 1 7B 7B o <�� `WKY �3 ---_-- I III I F,I - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 12' 3z 39 \ 12' U p FOi� 12+00 e 14 00 38 I _ �— - _�� - _� - —�-- 21 I-�1 + - - - -I \ - 11 - 16+00 - 39 A 1 2 32 16.25' - - - ---- - r '--__—__—__—__—__— - \� ------- --- ___ -- -- ------ ------- ---_ -_--__ 1 26 22' 39 D7 o 2' I O _ _ e- - IIIIIII IIIIIIIIIIIIIIIII Rv � ____8 8 to -- --_--s - ----- - T PAINT RED 9UR8 r.�u g � END DET 39 •N Lr� Q 3 39A RDS BEGIN DET 39A L • iXWKY 39 _ �y RPM o RPM L 39 RDS I Q I-e ❑ I I oo REMOVE EXST REMOVE EXISTING ARROW REMOVE EXISTING SIGN AND PAINT RED CURB �� I Er 3 Q 14' 7e RED CURB PAINT N STRIPING AND REPLACE WITH O� <`J I vB o� RES I 7 INSTALL W11-2 AND W16-7P pgp 9 LF • 00 LF RIGHT-TURN ARROW AS SHOWN T INSTALL R81(CA) MT SIGNS ON SIGN POST S. CEDAR AVE. • z <3B� III I LLJ V t I I INSTALL P-88 I W II I AND R81A(CA) C/T 'r6LT WITH R3-7 SIGN I $ z III II I ON EXISTING SIGN POST z 4�2L i I LTj i w I LL II I II Q � w w z CURB 21 LF i PAINT RED CURB I II Ili m ■ PAINT rRED MTL II It r7 ^ 65 LF M+ I I cb II I M PAINT RED CURB w + + �+ + + + + RPM �+ MTL + + + 20 LF + + + I + + REMOVE EXST RED CURB PAINT + III W REs II+ + 7B + Htl I 7B MT III Z • � PAINT RED CURB III 37e ■Z ■ 39 END DET 39A BEND EGI DDET33 ■ I 25 LF BEGIN DET 39 39 39A N ___--_—__—_-- ___ _ _— 9 RPM J ---- - _-_T�_ _---__T��� --__ - ems --- -?�--_-�_�-------�------------Z_C----�- -J- ---- - J ------- -------- ------------- 111 1 1 1 1 1 1 1 1 1 1 1 1 1 139 M I �-- = RPM 39 12' D ¢ I-i 25+00 - 32 3 J ■ - - T oo I j 32 S2 39 �- I O 14139 1 r O m III11111 o IIIIIII ■O ++ w ——-- - -- r<���----------------------_--__--_-_------$--------_----- ------ --- -- - - sue—-__-- ----------__------___-_-- -- -----__ - - ------_---- ------- O w --_- _ - -- --_ [ + vT N : 39, 5 END GET 39 39A - w AVE. F- I 7B 'T R L1� 7B BEGIN DET 39A 15 Q S. CEDAR AV E. I N fn I II 7B PAINT RED CURB I L'i 15 LF O z � Q C� II w LLJ PROTECT EXISTING SIGN POST. REMOVE I INSTALL P-88 WITH �Er+l�ll�3. ' R2-1(40)SIGN. INSTALL NO STOPPING END GET 3z R81(CA)AND R81A(CA) SIGN (RIGHT) ON EXISTING SIGN POST RNN DET 22 I SIGNS III 12 57 END GET 39 GET + + + + + + ++ + + '� + + + + + III + + + eEcw DET 39A 7B INSTALL P-88 WITH I I III I I + I I + 0 70 39 7 R2-1(40)SIGN I + 5 P I 12 ■ ' INSTALL 88 ' 39 RPM iau 39 RDS RP \�• W INSTALL P-88 • WITHSW73A PSIGN INSTALL P-88 _.DisA r 21 _ TH WITH W74 SIGN-_ ----- --------------- _-- 111111 — ,a' ------------ -- ,---------------- ---------------- 12' 57 00 _ 32 1 12 n +00 78 - - - - i I J 12 TYP.alC ------- .• . •. •. s O p 12 14' ET 14'--�`�- Mn 3 g o s --------- 1 1 1 1 1 1 --_---------- _ S - ------------- - - -L _22_ r M ■ Q 5 PAINT RED CURB �,..,. I II I v 364� ------------- ® /® 39 END DET 39 39A w 9 LF L� MT \ LJJ / BEGIN DET 39A xv 38 / PAINT RED CURB !J� I I l N I INSTALL R3-7 > 22 LF S. CEDAR AVE. w I S. CEDAR AVE. ■ 7 7B 1 MIL I I RES 7 39A 5 IP MT ��7B • ■ ■ ■ III Q II z 68 LLJ S. CEDAR AVE, !I O z O I III 1 ■ ul yi z LLJ of O gg3, I w O JC}21 I I�3GJ) I LL a SIGNAGE AND STRIPING GENERAL NOTES: NOTES: SIGNAGE AND STRIPING LEGENDS AND SYMBOLS: 1 WORK SHALL BE DONE IN ACCORDANCE WITH THE 2015 EDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 THE CONTRACTOR SHALL REMOVE BY GRINDING ALL EXISTING STRIPING PROPOSED THERMOPLASTIC STRIPING PER CALTRANS STANDARD PLAN s STANDARD PLANS AND SPECIFICATIONS,INCLUDING ALL REVISIONS WITH EXCEPTION TO RSP A20A, RSP A20B,RSP A20C,AND RSP AND PAVEMENT MARKINGS WHICH CONFLICT WITH NEW WORK SHOWN ON ARW INSTALL THERMOPLASTIC WHITE PAVEMENT DIRECTIONAL ARROW TO ® NOS.A20A,A20B,A20C,AND A20D. (DETAIL NO.SHOWN ON PLAN) + RED PAINT ON EXISTING CURB TO BE REMOVED A20D, DETAILI THROUGH 32 SHALL USE 4"WIDE STRIPE,THE LATEST CALTRANS ADOPTED EDITION OF THE CALIFORNIA MANUAL ON THE PLAN WITH APPROVED SLURRY PER CITY OF FRESNO STANDARD MATCH SIZE PATTERN OF EXISTING PRIVATE ARROW. INSTALL 12"WIDE TERVOPLASTIC LIMIT LINE N PLANS AND �'� PROPOSED THERMOPLASTIC STRIPING PER CALTRANS STANDARD PLAN UNIFORM TRAFFIC CONTROL DEVICES (CA-MUTCD),AND THE LATEST EDITION OF THE CITY OF FRESNO STANDARD SPECIFICATIONS, SPECIFICATIONS,SECTION ALL REMOVAL AREAS NOT COVERED BY LMTL PER CITY OF FRESNO DETAIL P-81B AND CITY OF FRESNO STANDARD <`#�) NOS.A20A,A20B,A20C,AND A200 (DETAIL NO.SHOWN ON PLAN) RED PAINT TO BE INSTALLED ON NEW AND/OR EXISTING CURB. DRAWINGS,AND SPECIAL PROVISIONS. OVERLAY OR SEAL COAT SHALLHALL BE SLURRY SEALED PER CITY OF FRESNO SPECIFICATIONS.COLOR WHITE OR AS INDICATED ON PLAN STANDARD SPECIFICATIONS,SECTION 13-5. ,. INSTALL THERMOPLASTIC TYPE IV(L OR R)WHITE ARROWS CENTERED IN IN 2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY. LANE AS SHOWN PER CALTRANS STANDARD PLAN A24A. O 2. LANE WIDTHS SHOWN ON THE PLANS ARE DIMENSIONED FROM FACE OF ME JOIN AND MATCH EXISTING STRIPING ALIGNMENT. 3. ALL SIGNS SHALL BE TYPE III OR IV RETROREFLECTIVE SHEETING PER ASTM D4956-09 ALL SIGNS SHALL BE COVERED WITH A CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. INSTALL BIKE LANE ARROW AND SYMBOL PER CITY OF FRESNO P-81 B, 3 TRANSLUCENT ANTI-GRAFFITI FLUOROPOLYMER FILM THAT DOES NOT IMPAIR THE REFLECTIVITY OF THE SIGN MYW PAINT MEDIAN ISLAND NOSE YELLOW, 2 COATS. WITH METHYL METHACRYLATE(MMA) PAINTED BOX AS SHOWN ON THIS 3. CONTRACTOR SHALL INSTALL ALL REQUIRED AND AFFECTED FIRE HYDRANT SHEET. 4. WITH THE EXCEPTION OF BIKE LANE SYMBOLS,ALL STRIPING SHALL BE THERMOPLASTIC. MARKER PER CITY OF FRESNO STANDARD DRAWING W-5 PED INSTALL PEDESTRIAN CROSSING SIGNS IN ACCORDANCE WITH CA-MUTCD W11-2 AND INSTALL THERMOPLASTIC TYPE IV(L OR R)WHITE SHARED ROADWAY a W16-7P. Z�`� BICYCLE MARKING CENTERED IN LANE AS SHOWN PER CALTRANS 5. ALL CROSSWALKS SHALL BE 12 FEET WIDE(MIN), OUTSIDE EDGE TO OUTSIDE EDGE,UNLESS SHOWN OTHERWISE ON THE PLANS. RDS STANDARD PLAN A24C. REMOVE AND DISPOSE EXISTING TRAFFIC SIGN/POST, INCLUDING FOUNDATION. 's 6. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW TYPE K-1 (CA) MARKERS ON ALL MEDIAN ISLAND NOSES, UNLESS OTHERWISE 6-INCH-WIDE WHITE STRIPING ANGLED AT p NOTED ON THE PLAN. RES RELOCATE EXISTING SIGN POST AND SIGNS TO ALIGN WITH NEW LIMIT LINE. � 45 DEGREES, SPACING SHALL BE 10' O.0 Y Under round Service Alert 7. THE CONTRACTOR SHALL INSTALL DETAIL 26(RETRO-REFLECTIVE PAVEMENT MARKERS)ALONG ALL RAISED MEDIANS,AS PER 2014 FRESNO COUNTY JURISDICTION cnu CALIFORNIA MUTCD. RPM INSTALL BLUE REFLECTIVE PAVEMENT MARKERS(SEE NOTE 3). ?,,OFESSp SCALE 1'=40 "811" p A/q 0 40 80f (Mu ramp) 8. THE CONTRACTOR SHALL PAINT THE RADII OF ALL RAISED MEDIAN ISLAND NOSES WITH TWO COATS OF YELLOW TRAFFIC PAINT WITH O INSTALL THERMOPLASTIC YELLOW"SLOW SCHOOL XING"WORDS �' P M/ 4t" mro ORE YO DIG XING 4r 2 BeFORc you oa � RETRO REFLECTIVE GLASS BEADS,UNLESS OTHERWISE NOTED ON THE PLAN. PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24D. h HV INSTALL 12"WIDE THERMOPLASTIC CROSSWALK STRIPES AS SHOWN.CROSSWALK m PW FILE Na O0928 CITY OF FRESNO 9. SIGNS SHALL BE INSTALLED PER CITY STANDARD DRAWING P-88, UNLESS OTHERWISE NOTED ON THE PLANS. xwK o: A PROF.E Pw12782 DEPARTMENT OF PUBLIC WORKS WIDTH SHALL BE 11 FT CENTER TO CENTER OF STRIPES,COLOR WHITE. FUND No. 22048 * No. C75630 * ORG No. 189901 CEDAR AVENUE COMPLETE STREETS PROJECT REVIEWED 10.ALL R28(S)(CA) SIGNS SHALL BE'TOW-AWAY/NO STOPPING ANY TIMUSIGNS PER CITY STANDARD DRAWING P-91. wKv INSTALL 12"WIDE THERMOPLASTIC CROSSWALK STRIPES AS SHOWN CROSSWALK i1'T CIVIV �P REF.&REV. E. JENSEN BYPASS TO CHURCH AVENUE OFACE ENG Cm ENc WIDTH SHALL BE 11 FT CENTER TO CENTER OF STRIPES,COLOR YELLOW. 9TFOF CAuFOQ` DR.BY: AJG SHEEP NO 7 g CH BY JPM OF 9 SHEETS DATE /2024 1: JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 STRIPING PLAN 5/ x SCA1E� 1:40 15-E-13852 I I I IIII i I II I II II III I III II i IIII a i i I II I I L-— u I CONSTRUCTION NOTES: I I I IIII ; I III h IIII ! II II 1. ALL EXISTING LOOPS SHALL BE PROTECTED IN PLACE UNLESS SHOWN TO BE II q j REPLACED WITH NEW OR OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY EXISTING LOOP PHASING CONFIGURATION BEFORE III I. II IIII I i i �I W I� CONSTRUCTION.THE CONTRACTOR SHALL REPLACE PROPER PHASING AS SHOWN ill II II IIII I I ,I > III ON THE PLANS OR AS DIRECTED BY CITY ENGINEER TO NEWLY INSTALLED I II Q III ", II m III a i i II 3. ANY TRAFFIC SIGNAL LOOP NOT SHOWN TO BE REPLACED THAT IS DAMAGED BY III THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED PER CITY OF III III I I I II "p- z- II i FRESNO STANDARDS BY THE CONTRACTOR. 3i9L) Z ' II I 4. ANY STREET LIGHT OR TRAFFIC SIGNAL PULL BOX IN THE SCOPE OF WORK OR LLI III N II II ACCESSED BY THE CONTRACTOR SHALL BE CLEANED COMPLETELY,GROUTED,AND DUCT SEAL INSTALLED IN ALL CONDUIT. III I, I' z III II II ' 5. ANY BROKEN PULL BOXES WITHIN THE PROJECT SHALL BE REPLACED BY THE III — LLI J CONTRACTOR IIII a/19 I i i II I 6. ANY PULL BOX ADJUSTED TO GRADE MUST ACCEPT A CITY APPROVED LOCKING 1 (BJ6L (MI-) (319L1 IIII ' I I f Ld LID AND CONDUITS MUST ALSO BE ADJUSTED TO MEET THE LATEST CITY LL-jIIII II o I STANDARD. LOO�ETECTORS TO BE INSTALLED 5' RTH TO MATCH ADVANCED I , , 880 STOP BAR XLD ALD ) CONSTRUCTION LEGEND AND SYMBOL: -- -- — -- -- — -- -- --- `'--- INSTALL TYPE E CIRCULAR LOOP DETECTOR 221'TO LIMIT LINE_ O; � O _7-- 1--_=a_ah — e on---e oh on -- on— — Oh ---1== Nd INSTALL TYPE D LOOP DETECTOR -- S� — " ---- — �__ -- -- -- \ _ e e a __— e 9--- 9-- 9� 2 2 n 2 n 2 n 2 2 9 -- �(212L) ---222 2 n 2 n —2 n\ — g— g—� 9 -- g--- 2 2 — 2 n ---z ng-- �2 ng —2� Lzz g---z nq 2 FA n�j 9---2" — ng ' EXISTING TYPE E LOOP DETECTOR TO REMAIN s \ � — ,(212u) � I FRESNO COUNTY JURISDICTION d 13+00 5J9U14+0 1 16+00 — — — — 17+00 — 18+00 p — � N2L) ' `m — — �I CONSTRUCTION SYMBOLS: °d 2L) au) v XLD ------------- ---— aL) � ^' ALD EXISTING LOOP DETECTOR TO BE ABANDONED v EXISTING LOOP DETECTOR TO BE REPLACED, SEE LOOP DETECTOR =—_------- --------- -- — -- --- — ---- _---��b XLD LAYOUT ALD --------------------- ----- XLD L \ t41 0 I _ P"' CONSTRUCTION SYMBOLS: �t I II(7J5Uj I: SPEED LIMIT NOTE I S. CEDAR �AVEo , — POSTED SPEED LIMIT ON CEDAR AVE = 40 MPH — SCHOOL ZONE(E JENSEN AVE TO KAVILAND AVE.) = 25 MPH WHEN I I T7J9L) (416L) (416L) I CHILDREN ARE PRESENT II .Y I�I �I III I �i II I I II � � III II IIII i � IIII ' II ql � h I lu I I I I iii I I ° II , I hl II IIII I � IIII I ' IIII I III Ijl � III �� IIII I I _ IIII I � � II i IIII III(7J9U IIII I , IIII II IIII ; II , IIII II IIII I � j o II II � I Iol I I iii I III Ili 'I IIII � IIII � II � III IIII , IIII I ' II � {li � ii I lui I I iu II I lu , 1 1 ICI I I I lu I lu I i I lu lu I g a s x a "a 's 4 Y Under round Service Alert Q?OFESStp SCALE 1"=20' "811" NORM) 0 20 40Vy0 woaa"G onn 860RE YOU DIG PROJ FILE NO PWO0928 CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS * No. C75630 * ORG No. 189901 FUND NO. 22048 � sT clvly s CEDAR AVENUE COMPLETE STREETS PROJECT oFncEEENc ciTr ENc U yT o�� REF.&REV. E. JENSEN BYPASS TO CHURCH AVENUE FpFCALF DR.BY: AJG SHEET NO 8 g CH BY JPM OF 9 SHEETS DATE 5/21/2024 x JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 DETECTOR LOOPS REPLACEMENT PLAN SCARE- 1:20 4—E-3712 PROPOSED STEADY DEMAND SEQUENCE r- - - - - - -it— � - - lnEm'F_1— 7 I IIII II I j 06 I I � IIIII ,I III P "III II } 0aR LLI > 1 it iii l 02 04F I jjl I I III 1 --+ PHASE DIAGRAM I Ii iii j o " I ij iii li TRAFFIC SIGNAL CONSTRUCTION NOTES: �I U I 1 III II PPD EXISTING PEDESTRIAN CROSSING BUTTON TO BE PROTECTED IN PLACE. 1 °III II EXISTING TRAFFIC SIGNAL POLE TO BE PROTECTED IN PLACE. CONTRACTOR li III IIIII I PSP SHALL ADJUST POLE SO NEITHER BASE PLATE OR LEVELING NUTS ARE III ENCASED IN CONCRETE CONTRACTOR SHALL RE-GROUT POLES EXISTING TRAFFIC SIGNAL INFRASTRUCTURE TO REMAIN UNMODIFIED,AND BE II V/E�/ 1 I III TS1 PROTECTED IN PLACE. �jj I 1 III II INSTALL REFLECTIVE YELLOW BORDER ON EXISTING VEHICLE SIGNAL HEADS. III I I III T51 GENERAL NOTES: FOR TRAFFIC SIGNAL WORK: revised 7/01/21 1, WORK SHALL BE DONE IN ACCORDANCRE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, 2015 I 'I I III EDITION,THE LATEST CALTRANS ADOPTED EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(CA-MUTCD),THE LATEST EDITION OF it Lill THE CITY OF FRESNO STANDARD SPECIFICATIONS AND DRAWINGS.SIGNAL POLES/STANDARDS FOR 113 KM/H WIND VELOCITY, 1-A,AND TYPE 15 SHALL BE I I p , PER THE STATE STANDARD PLANS AND SPECIFICATIONS, DATED JULY 1997 I PER 'I,g 2 THESE PLANS ARE ACCURATE FOR ELECTRICAL WORK ONLY. TS1 II I I LEGEND: I I I I 3. SCHEDULING OF WORK SHALL CONFORM TO THE PROVISIONS IN SECTION 8-1 02, "SCHEDULING OF WORK"OF THE STATE STANDARD SPECIFICATIONS I I TS2 - PARTICULAR ATTENTION SHALL BE DIRECTED TO"NO ABOVE GROUNDWORK, EXCEPT SERVICE EQUIPMENT,SHALL BE PERFORMED UNTIL THE CONTRACTOR HAS I V \ I Li J PEDESTRIAN SIGNAL HEAD(EXISTING) ALL MATERIALS ON HAND TO COMPLETE THAT PARTICULAR SIGNAL LOCATION OR LIGHTING CIRCUIT". I I 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS,AND SHALL PROVIDE Al, III PROTECTION PRIOR TO, DURING AND AFTER TRENCHING,JACKING AND/OR BORING.THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT(USA), RED I III -- VEHICLE SIGNAL HEAD(EXISTING) BY CALLING 811,AT LEAST TWO(2)WORKING DAYS BEFORE BEGINNING WORK. J / IY 5 CONDUIT INSTALLATION ACROSS ROADWAYS SHALL BE BY JACKING AND/OR DIRECTIONAL DRILLING METHODS UNLESS OTHERWISE NOTED ON THE PLANS. i I� IY I RED YY� STREET LIGHT(EXISTING) 6. CONTRACTOR SHALL ARRANGE WITH UTILITY COMPANIES FOR ALL REQUIRED UTILITY RELOCATIONS, INCLUDING OVERHEAD CONFLICTS. 7 ALL TRAFFIC SIGNAL AND LIGHTING FACILITIES,INCLUDING CABINETS,STANDARDS,PULL BOXES,CONDUITS AND LOOP DETECTORS,ARE SHOWN IN THEIR I APPROXIMATE LOCATIONS.AFTER ALL UNDERGROUND UTILITIES ARE MARKED,THE CONTRACTOR SHALL MARK FINAL LOCATIONS IN THE FIELD AND NOTIFY THE TRAFFIC SIGNAL CONTROLLER CABINET(EXISTING)I il. / ENGINEER AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCING WORK TO VERIFY THE MARKED LOCATIONS. ° 8 WITH EXCEPTION TO A FEDERALLY FUNDED PROJECT,ALL SALVAGED EQUIPMENT SHALL BE RETURNED TO THE CITY CORPORATION YARD 3191 W. BELMONT I - ^� / J PULL BOX(EXISTING) AVENUE, FRESNO.THE CONTRACTOR SHALL NOTIFY THE CITY BY CONTACTING TRAFFIC SIGNAL SHOP AT(559) 621-1312,AT LEAST TWO(2)WORKING DAYS I /III' J PRIOR TO DELIVERY.CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR SAFELY UNLOADING EQUIPMENT. 9. PULL BOXES SHALL BE NO. 5(E), UNLESS OTHERWISE NOTED ON THE PLANS. PULL BOXES SHALL NOT BE INSTALLED IN CURB RAMPS.VANDAL RESISTANT I o SERVICE CABINET(EXISTING) LOCKING LIDS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT FINAL INSPECTION OF THE TRAFFIC SIGNAL. CONTRACTOR SHALL PROVIDE P _ -T---rt- - TEMPORARY LIDS DURING CONSTRUCTION.LOCKING LIDS SHALL BE GALVANIZED STEEL DIAMOND PLATE, MINIMUM THICKNESS 3/16',WITH MINIMUM TWO (2) PS -T / \� " IEl CLAMPING JAWS AND BE KEYED TO THE CITY OF FRESNO KEY. CONDUIT RUN SHALL NOT EXCEED 200'WITHOUT A PULL BOX.CONTRACTOR SHALL TIGHTEN 1 TS2 FRESNO COUNTY JURISDICTION DOWN ALL LOCKING LIDS TO A MINIMUM TORQUE SPEC OF 25 FOOT-POUNDS. - r \I I \ 10. ALL PULL BOXES INSTALLED IN NON-CONCRETE AREAS SHALL BE SURROUNDED BY A ONE(1)FOOT WIDE CONCRETE COLLAR,TO A DEPTH EQUAL TO THE TSi II v N o PULL BOX AND EXTENSION, PER CITY OF FRESNO SPECIFICATIONS,AND SHALL HAVE A VANDAL RESISTANT LOCKING LID INSTALLED(SEE NOTE ABOVE).ALL I I II III CONDUIT ENTRIES INTO ADVANCE DETECTION, INTERMEDIATE DETECTION,AND STREET LIGHTING PULL BOXES INSTALLED IN NON-CONCRETE AREAS SHALL ENTER II II 1 1 / III �I THE PULL BOX FROM THE BOTTOM, USING 90 DEGREE ELBOWS AND EXTENDING 3 TO 5 INCHES ABOVE THE FINISHED GROUT. 11, ALL CONDUITS SHALL HAVE BUSHINGS INSTALLED PRIOR TO INSTALLING CONDUCTORS.STEEL CONDUITS SHALL HAVE LAY IN STYLE LUGS THAT ARE CAST I III I N I III INTEGRAL WITH THE BUSHING. III I 1 III 1 12, CONDUIT BENDS OF 90 DEGREES ARE PROHIBITED UNLESS OTHERWISE NOTED OR WRITTEN PERMISSION IS GIVEN BY THE CITY OF FRESNO ENGINEER. II III I I I� III I I I III I I I lolll 13, ALL NEUTRAL CONDUCTORS SHALL BE WHITE IN COLOR THROUGHOUT THEIR ENTIRE LENGTH. �I I I II I O 14, TRAFFIC SIGNAL CABLE SHALL NOT BE SPLICED BETWEEN THE CONTROLLER CABINET AND THE TERMINAL COMPARTMENTS MOUNTED ON THE POLES. DETECTOR I 1, III I 1 �J�J II�IIII �I CABLES SHALL NOT BE SPLICED BETWEEN THE CONTROLLER CABINET AND THE PULL BOX ADJACENT TO THE DETECTOR LEAD-IN. I III 1 I 1 III C-) 15, SEAL CONDUIT WITH AN APPROVED DUCT SEAL AFTER ALL CONDUCTORS HAVE BEEN INSTALLED. I III i i °III II (n 16, SEALANT FOR FILLING THE SAWCUT LOOPS SLOTS SHALL BE HOT-MELT RUBBERIZED ASPHALT SEALANT PER STATE OF CALIFORNIA SPECIFICATIONS OR I I I 1 IIII II LOOP SEALANT SHALL BE ELASTOMERIC SEALANT 3M, BLACK 5000,OR APPROVED EQUAL I I IIIII y < _ , I IIIII 17 PEDESTRIAN PUSH BUTTONS SHALL HAVE 2"-DIAMETER ACTUATORS AND COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(ADA). I I olll I"III 18 ALL VEHICLE AND PEDESTRIAN SIGNAL SECTIONS SHALL UTILIZE LIGHT EMITTING DIODE(LED) SIGNAL MODULES IN ACCORDANCE WITH THE STANDARD I I I I II i W _ SPECIFICATIONS VEHICLE SIGNAL SECTIONS SHALL HAVE 12"DIAMETER LENSES WITH BACKPLATES AND TUNNEL VISORS ALL VEHICLE AND PEDESTRIAN SIGNAL I III 1 I III SECTIONS SHALL HAVE METAL AND RUBBER WASHERS INSTALLED ON THE INSIDE OF THE HEAD. I I III i ; IIIII , W 19 SAFETY LUMINAIRE SHALL BE LED PER CITY OF FRESNO SPECIFICATIONS(SECTION 23-1 23) FOR SAFETY LUMINAIRE REQUIREMENTS. s 20. PEDESTRIAN SIGNAL UNITS SHALL BE FULL SYMBOL, MUTCD COMPLIANT, LED'COUNTDOWN"TYPE WITH 9 INCH NUMERALS;GELCORE MODEL PS7-CFF1-01A-18 OR APPROVED EQUAL.SIGNAL ALIGNMENT SHALL BE AS DIRECTED BY THE ENGINEER I I III I I IIIII Q - 21. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE OPTICOM (GTT) EMERGENCY VEHICLE PREEMPTION(EVE)SYSTEM (721 TWO DIRECTION DETECTION, SINGLE CHANNEL) IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. EVP DETECTOR UNITS SHALL BE INSTALLED ON SIGNAL MAST ARMS AS SHOWN I I I ; AHFAD l I ON THE PLAN, CENTERED OVER THE NUMBER ONE THROUGH LANE,WITH BRACKETS APPROVED BY THE TRAFFIC SIGNAL SUPERVISOR.THE CONTRACTOR SHALL I Ili VI DELIVER THE MODEL 762 DISCRIMINATORS TO THE CITY CORPORATION YARD AT 2101 G STREET, FRESNO,CA 93706 AND NOTIFY THE CITY TRAFFIC SIGNAL I, III III SHOP, (559) 621-1312,AT LEAST TWO (2)WORKING DAYS PRIOR TO DELIVERY. 22. CONTRACTOR SHALL SCHEDULE WITH CONSTRUCTION MANAGEMENT(559) 621-5600 ALL EQUIPMENT DELIVERIES THAT REQUIRE TESTING BY THE CITY'S TESL III I I - II SHOP.EQUIPMENT SHALL BE DELIVERED BY THE CONTRACTOR ONLY AT A PREARRANGED TIME AND DAY. I I I s II 23. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW OVERSIZED STREET NAME SIGNS ON SIGNAL STANDARDS,AS SHOWN ON THE PLAN,PER CITY STANDARD I III I I 1 'I sDRAWING P-90. FURNISH AND INSTALL NEW MOUNTING BRACKETS,AS NECESSARY.SUBMITTALS SHALL BE APPROVED BY THE CITY PRIOR TO ORDERING. III 1 24. SIGNS SHALL BE TYPE III OR IV RETROREFLECTIVE SHEETING PER ASTM D4956-09.ALL SIGNS SHALL BE COVERED WITH A TRANSLUCENT ANTI-GRAFFITI I III I I i 11 FLUOROPOLYMER FILM THAT DOES NOT IMPAIR THE REFLECTIVITY OF THE SIGN. I III P I I II 25. CONDUITS EXITING THE CONTROLLER FOUNDATION AND ENTERING INTO THE CONTROLLER CABINET SHALL BE ALIGNED TO ENTER WITHIN THE TEES SPECIFIED I III I I I 1 I I CABINETS WITHOUT ANY MODIFICATIONS TO THE CABINET BASE. III I I III ' tl a 26. ALL RESURFACING SHALL MATCH EXISTING SURFACES AFTER SIGNAL FACILITIES ARE REMOVED AND/OR RELOCATED. II II II II II i I I I olI I I III 27. THE EXISTING TRAFFIC SIGNAL SYSTEM, INCLUDING DEFECTION,AND/OR STREET LIGHTING SHALL REMAIN OPERATIONAL DURING CONSTRUCTION, UNLESS I I III @' i i i dill i OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. III a I I III I 1 28. ALL LUMINARE CIRCUITS SHALL BE FUSED THE FUSE SHALL BE LOCATED IN THE LUMINAIRE HOUSING AT EACH POLE(5 AMP ELK FUSE IN TRON HER TYPE III I I � 's FUSE HOLDER). I III 1 � I III I I WI 29. THE CONTRACTOR SHALL FURNISH AND INSTALL POLE NUMBERS WHEN PG&E INDICATES THE NUMBER. POLE NUMBERS SHALL BE SHOWN ON THE AS BUILT I III I 1 /, III III DRAWINGS. I 1 III I III I � I I 1 II under�°„Da serv�°e Alert 30. ALL TRAFFIC SIGNAL AND STREET LIGHT MATERIALS SHALL BE APPROVED BY THE CITY OF FRESNO TESL DIVISION PRIOR TO ORDERING OF MATERIALS.ALL I III 1 I III III SCALE 1"=10' 1 III �I ROFESStp 0 10 20 "811" MATERIALS NOT APPROVED PRIOR TO ORDERING SHALL BE SUBJECT TO REJECTION AT NO COST TO THE CITY. I I III I I o I � P 1 o I I JI III �� P M/��t � mro�oaxlNcmonn 31. ANY STREET LIGHT OR TRAFFIC SIGNAL PULL BOX IN THE SCOPE OF WORK OR ACCESSED BY THE CONTRACTOR SHALL BE CLEANED COMPLTELEY, GROUTED, III 1 0- I III I h� 2 eeFoec YOU DIG AND DUCT SEAL INSTALLED IN CONDUITS. — — — — — — ' L--W__L — � — — — — - A I A 1 I 1 L d PW FILE NO 12782 A PROJ.0. PW00928 CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS FUND N0. 22048 32. ANY BROKEN PULL BOX WITHIN THE PROJECT SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. * No. C75630 * ORG No. iBssO1 CEDAR AVENUE COMPLETE STREETS PROJECT REVIEWED T c1v1v �P REF.&REV. E. JENSEN BYPASS TO CHURCH AVENUE OFFICE ENc m ENc 33. ANY PULL BOX ADJUSTED TO GRADE MUST BE ABLE TO ACCEPT A CITY OF FRESNO APPROVED LOCKING LID,AND THE CONDUITS MUST BE ADJUSTED TO 9TFOF 0A`�FOe' DR.BY: aJc SHEEP NO 9 g MEET CITY STANDARDS AND SPECIFICATIONS. cH BY JRM OF 9 SHEETs JASON P. MILLER, R.C.E. 75,630 EXP: 6/30/24 TRAFFIC SIGNAL AND LIGHTING PLAN DATE 5/21/2024 4-E-3713 sCNE 1.10 EXHIBIT F co U Hall of Records, Rm.301 County of Fresno 2281 Tulare Street Fresno,California 93721-2198 O 1856 O FR�S Legislation Details (With Text) File#: 23-0700 Version: 1 Name: Request by the City of Fresno to Obtain Right-of- Way- at Shields and Polk Avenues Type: Agenda Item Status: Consent Agenda File created: 6/13/2023 In control: Public Works & Planning On agenda: 7/18/2023 Final action: Enactment date: Enactment#: Title: Approve request by City of Fresno to acquire right-of-way, excluding eminent domain condemnation actions, from parcels adjacent to existing County right-of-way in an identified unincorporated area of County as needed in conjunction with City's development of street and signal improvements at W. Shields and N. Polk Avenues Sponsors: Indexes: Code sections: Attachments: 1. Agenda Item, 2. Attachment A- City of Fresno Letter, 3. Attachment B - Map Date Ver. Action By Action Result 7/18/2023 1 Board of Supervisors Consent Agenda be approved Pass DATE: July 18, 2023 TO: Board of Supervisors SUBMITTED BY: Steven E. White, Director Department of Public Works and Planning SUBJECT: Request by the City of Fresno to Obtain Right-of-Way - W. Shields and N. Polk Avenues RECOMMENDED ACTION(S): Approve request by the City of Fresno to acquire right-of-way, excluding eminent domain condemnation actions, from parcels adjacent to existing County right-of-way in an identified unincorporated area of the County as needed in conjunction with the City's development of street and signal improvements at W. Shields and N. Polk Avenues. Approval of the recommended action will authorize the City of Fresno (City) (Attachment A) to acquire additional right-of-way (ROW) in the unincorporated area, at W. Shields and N. Polk Avenues (Attachment B). The City has been advised that your Board's approval of the recommended action does not include approval to undertake eminent domain proceedings. This item pertains to a location in District 1. ALTERNATIVE ACTION(S): If your Board does not approve the action, the City will be unable to acquire right-of way and construct street and signal improvements at W. Shields Avenue and N. Polk Avenue. FISCAL IMPACT: There is no Net County Cost associated with the recommended action. The City will acquire the road ROW County of Fresno Page 1 of 2 Printed on 8/9/2023 powered by Legistar- File#: 23-0700, Version: 1 from property owners and will construct the street and signal improvements with no fiscal impact to the County. Construction management of the work will be performed by the City and the Department of Public Works and Planning staff will provide oversight inspection of the improvements through application of an encroachment permit for the work in County areas. The City of Fresno will be responsible for continued maintenance of the improvements, per Attachment A. DISCUSSION: The City plans to make street and signal improvements at W. Shields Avenue and N. Polk Avenue (Attachment B) to accommodate increased traffic from urbanization. West Shields Avenue and N. Polk Avenue are designated as Arterial roads in the County General Plan. Arterials provide for mobility within the county and its cities, carrying through traffic on continuous routes and joining major traffic generators, freeways, expressways, super arterials, and other arterials. Access to abutting private property and intersecting local streets is generally restricted. Section 1810 of the Streets and Highways Code allows the Board of Supervisors to consent to the acquisition of a road easement by a city outside of its city limits when necessary to connect or widen the existing streets of the acquiring city. If your Board consents to the acquisition of ROW by the City, the acquired ROW becomes a city street for all purposes. The proposed ROW acquisition is consistent with the need for street improvements per the plans provided by the City. Department staff has reviewed the street improvement plans, and any work within the County road ROW will be processed through an encroachment permit. The City will hold title to the ROW and per the City's letter (Attachment A) they will maintain the improvements installed within the area. OTHER REVIEWING AGENCIES: The recommended action was initiated at the request of the City of Fresno. ATTACHMENTS INCLUDED AND/OR ON FILE: Attachment A - City of Fresno Letter Attachment B - Map CAO ANALYST: Salvador Espino County of Fresno Page 2 of 2 Printed on 8/9/2023 powered by Legistar- ATTACHMENT A ff PUBLIC WORKS DEPARTMENT City Hall Scott L.Mozier 2600 Fresno Street,a Floor Public Works Director Fresno,Califomia 93721 Ph.(559)621-8650 FAX(559)488-1045 -1'."o.gov May 19, 2023 Steven E. White, PE, PLS Director of Public Works Fresno County Department of Public Works 2220 Tulare St., 6th Floor Fresno, CA 93721 Phone: (559) 600-4078 SUBJECT: REQUEST TO ACQUIRE RIGHT-OF-WAY WITHIN THE COUNTY OF FRESNO Dear Mr. White: The City of Fresno is proposing a project that requires the dedication of right-of-way for public street easement purposes within the County of Fresno in conjunction with the street improvements along Cedar Avenue from Jensen Avenue Bypass to Church Avenue as shown in the enclosed exhibits. The proposed area of dedication and construction of street improvements are within County jurisdiction. The City requests that the County of Fresno grant the City authority to acquire the dedication of the public street right-of-way dedicated to the County. Please contact Jason Miller at (559) 621-8653 for additional information and to keep the City informed of the date this request will go before the County Board of Supervisors. Sincerely, Randall Morrison, P.E. Assistant Director of Public Works Enclosures: County ROW Acquisition Map cc Scott Sehm, Design Services Manager Jason Camit, Chief Surveyor ATTACHMENT A I I I I I I�I q I I I I I II I � I III d r I N I I I I I I I I I IL ----------------J .------------------'-=------------ ----- - ----------- -- ----- ------ cn 6- rt=naR - — ------- ---- ----------- 1 a -- zLLJ LLJ z I r YI La OEM, I Q - ----- S. CEDAR AVE. - , - -� � - - - - - - - o� — IF w AREA TO BE ACQUIRED: I I N i 2616 S. CEDAR AVE. 4303 E. JENSEN AVE. ® FRESNO, CA I A 93725 APN 487 C1 5 FRESNO,14-37 PN A 80 C3511-27T I I ROW ACQUISITION 25.96 SF ROW ACQUISTION 235.38 SF ---'---`- -- - ----- -- -- I" - 2611 S. CEDAR AVE. 4303 E. JENSEN AVE. FRESNO, CA 93725 FRESNO, CA 93725 APN 487-150-24S Al 480-351-27T ---- ------------------------ ROW ACQUISTION 27.31 SF ROW ACQUISTION 129.61 SF T 4145 E. JENSEN AVE. 2382 S. CEDAR AVE. -- ----- --- - �_ -----_ - - - J FRESNO,, C CA A 9 9333 3725 I' � FRESNO, CA 93725 APN 48- Al 480-100-09T we ROW ACQUISTION 61.16 SF ROW ACQUISTION 114.82 SF II a w y 4303 E. JENSEN AVE. FRESNO, CA 93725 W APN 480-351-27T ROW ACQUISTION 71.84 SF JURISDICTION LEGEND: FRESNO COUNTY JURISDICTION LIMITS L J s "s SCALE 1"=40' G a 40 80 m PPaoi I FILE D. PWO0928 CITY OF FRESNO DEPARTMENT OF PUBLIC WORKS FUND NO. 22M ORO.NO. 189901 CEDAR AVENUE COMPLETE STREETS PROJECT RENEWED: REF.&REV. E. JENSEN BYPASS TO CHURCH AVENUE OFFICE END. CRY END. DR.BY: AIG SHEET NO. CH.DY: JPM OF i SHEETS RIGHT OF WAY EXHIBIT DAZE: 5 18 P023 SCREE: tn0 ATTACHMENT A 1 1 V \ 1 Q EXST R/W n i 2616 S. CEDAR AVE. m FRESNO, CA 93725 JURISDICTION LEGEND: 1 APN : 487- 114-37 FRESNO COUNTY 1 z AREA: 25.96 SF L_ — — — — — -J JURISDICTION LIMITS LLI t � Y•\ / I I AREA TO BE ACQUIRED: 1 2616 S. CEDAR AVE. r FRESNO, CA 93725 r t APN 487- 114-37 t ROW ACQUISTION 25.96 SF � rir rrr : srr � rrrrrrr rrrr rr � rrrr rr � rrr � srrrrr �e rrr � rrrrrrrri SCALE 1 "=10' S . CEDAR AVE. 0 20 REF. & REV. CITY OF FRESNO c'� 'c' � FUND NO. ZQ4L PW FILE NO. 12782 DEPARTMENT OF PUBLIC WORKS ORG. N0. 1899Glf PLAT No. CEDAR AVENUE COMPLETE STREETS PROJECT DR. BY: AN SHEET No. 2 E. JENSEN BYPASS TO CHURCH AVENUE CH.DATE:: 05 18 2023JPM of SHEETS 23 RIGHT OF WAY EXHIBIT SCALE: 1:10 ATTACHMENT A S . CEDAR AVE. E Q _ e �o AREA TO BE ACQUIRED. 2611 S. CEDAR AVE. \\ �I �j FRESNO, CA 93725 2611 S. CEDAR AVE. I �� APN 487-150-24S FRESNO, CA 93725 Q ROW ACQUISITION 27.31 SF w APN : 487- 150-24S III Z N AREA: 27.31 SE W a I I U rI d W I Z O d W = EXST R/W III cl 3 III w �I I I W I SCALE 1 "=10' II l 1 0 10 20 CJ REF. & REV. PROJ. ID.CITY OF FRESNO FUND NO. PW22048 PW FILE NO. 12782 DEPARTMENT OF PUBLIC WORKS ORG. NO. 189901 PLAT No. CEDAR AVENUE COMPLETE STREETS PROJECT DR. BY: AJG SHEET NO. 3 E. JENSEN BYPASS TO CHURCH AVENUE CH.DATE:: 05 18 2023JPM OF SHEETS 23 RIGHT OF WAY EXHIBIT SCALE: 1:10 U ATTACHMENT A W > 4145 E. JENSEN AVE. Q FRESNO, CA 93725 I _ Z APN : 480-344-33 JURISDICTION LEGEND: LLJ� AREA: 61 . 16 SF � - - - - - � FRESNO COUNTY z L _ _ _ _ _ J JURISDICTION LIMITS W \ �- EXST R/ W AREA TO BE ACQUIRED: 4145 E. JENSEN AVE. FRESNO, CA 93725 APN 480-344-33 3 ROW ACQUISTION 61 .16 SF Qyl S . CEDAR AVE. SCALE 1 "=10' o 10 20 REF. & REV. CITY OF FRESNO PROi. 10 w r FUND NO. 22W PW FILE NO. 12782 DEPARTMENT OF PUBLIC WORKS ORG. NO. 189901 PLAT NO. CEDAR AVENUE COMPLETE STREETS PROJECT DR. BY: AN I SHEET No. 4 E. JENSEN BYPASS TO CHURCH AVENUE CH.DATE:: 05 18 2023JPM of SHEETS 23 RIGHT OF WAY EXHIBIT SCALE: 1:10 ATTACHMENT A S. CEDAR AVE. 4303 E. JENSEN AVE. FRESNO, CA 93725 APN: 480-351 -27T AREA: 235.38 SF IJI N EXST R/VV i W 1 AREA TO BE ACQUIRED: Q 4303 E. JENSEN AVE. FRESNO, CA 93725 APN 480-351 -27T W V) i� 4303 E. JENSEN AVE. ROW ACQUISITION 71 .84 SF FRESNO, CA 93725 4303 E. JENSEN AVE. FRESNO CA 93725 + ii� AP APN: 480-351 -27T ' N 480-351 -27T AREA: 71 .84 SF ROW ACQUISITION 235.38 SF W i i a i T SCALE 1 "=10' 0 10 20 Q 0 Q REF. & REV. C�TY OF FRESNO D. y P FIE N0. 1278 PROJ. I PLAT No. � DEPARTMENT OF PUBLIC WORKS FUND N0. 8 v N CEDAR AVENUE COMPLETE STREETS PROJECT DRG BY: E. JENSEN B CH. BY:BYPASS TO CHURCH AVENUE ~ OF 7 SHEET N0. SHEETS � RIGHT OF WAY EXHIBIT DATE: 05 18 2023 SCALE: 1:10 ATTACHMENT A r r r r r r r r s S. CEDAR AVE. JURISDICTION LEGEND: FRESNO COUNTY L _ _ _ _ _ J JURISDICTION LIMITS - - - -_ , - - - �- - - AREA TO BE ACQUIRED: / 4303 E. JENSEN AVE. EXST R/W / FRESNO, CA 93725 APN 480-351 -27T 4303 E. JENSEN AVE. ROW ACQUISITION 129.61 SF FRESNO, CA 93725 APN : 480-351 -27T AREA: 129 . 61 SF SCALE 1 "=10' 0 10 20 REF. & REV. CITY OF FRESNO FUND NO. �1_10.4f; PW FILE NO. 12782 DEPARTMENT OF PUBLIC WORKS ORG. NO. 29Kll PLAT No. CEDAR AVENUE COMPLETE STREETS PROJECT DR. BY: AJG SHEET No. 6 E. JENSEN BYPASS TO CHURCH AVENUE CH. : 023 of SHEETS DATE: 05 18 2023 RIGHT OF WAY EXHIBIT SCALE: 1:10 ATTACHMENT A 1 • ' L.Li 2382 S. CEDAR AVE. Q - _ FRESNO CA 93725 i APN : 480- 100-09T ' z AREA: 114.82 SF JURISDICTION LEGEND: w FRESNO COUNTY z EXST R W L — — — — — J JURISDICTION LIMITS w i AREA TO BE ACQUIRED: 2382 S. CEDAR AVE. FRESNO, CA 93725 APN 480-100-09T ROW ACQUISITION 114.82 SF i e - S . CEDAR AVE. &- -- - - - - - _ - - - - _ - - - - - _, � _, �� - - - - - - - -� • -- - - - - - - - - - - - _ - - SCALE 1 "=10' 0 10 20 REF. & REV. CITY OF FRESNO F�1 � FUND NO. ZrA PW FILE NO. 12782 DEPARTMENT OF PUBLIC WORKS ORG. NO. t?89+) PLAT No. CEDAR AVENUE COMPLETE STREETS PROJECT DR. BY: AN, SHEET No. 7 JPM E. JENSEN BYPASS TO CHURCH AVENUE CH.DATE:: 05 18 2023 of 7 SHEETS 23 RIGHT OF WAY EXHIBIT SCALE: 1:10 ATTACHMENT B Right of Way Acquisition by City of Fresno P Vv P (*J'RV PUBLIC WORKS AND PLANNING S COUNTY OF FRESNO IF OMNI Ik MEMO w i 0 flu ''Iff 00 CHURCH w Orr. wF7?i111p411 CAI -� �� r• cum _ �' ® � i�- �� m® ®NLAI VIM 69& Onprc "MLU ®moo WIN BU RJR- ffMw ,.� wn loon If I III L GROVE. pv �- ■� 112 in� !iim _ © IN r. ►� ::"�""P" KAVILAND •-�. ,. .:;wit ...� ; _ omega M. MTN IMF ® �!�■l a R r� fr Air r m IL .+. . -eIiNSENkjjrjsfl' JENSEN jr EN E AL LEGEND Streets NAT � E City Limits County S Maintained Miles Roads 0 0.05 0.1 5/19/2023