The URL can be used to link to this page

Home My WebLink AboutFully Executed 5942290 - City of Clovis Sewer - Complete.pdfEXHIBIT 14-F Local Assistance Procedures Manual Utility Agreements Page 14-27 LPP 07-04 September 28, 2007 Exhibit 14-F Utility Agreements UTILITY AGREEMENTS County of Fresno UTILITY AGREEMENT County Route P.M.Project # Fresno McCall Ave N/A H23150 Fed. Aid. No.: STPL 5942(290) Owner's File: FRE090621 FEDERAL PARTICIPATION: On the Project: Yes On the Utilities: Yes UTILITY AGREEMENT NO. 2020- 1 The County of Fresno hereinafter called "LOCAL AGENCY" proposes to construct an Asphalt Concrete Overlay project 5 miles in length along McCall Avenue in Fresno County. The proposed project would place asphalt concrete, traffic striping and shoulder backing along McCall Avenue from State Route 180 to Shaw Avenue for the purpose of improving the roadway conditions for transportation safety. And: CITY OF CLOVIS hereinafter called "OWNER," owns and maintains raw water pipeline; within the limits of LOCAL AGENCY’s project that requires adjustment of said facilities to accommodate LOCAL AGENCY’s project. It is hereby mutually agreed that: I. WORK TO BE DONE: In accordance with Notice to Owner No. 2020-1 dated 08/13/2020 , LOCAL AGENCY shall adjust OWNER's fifteen (15) raw water pipeline manhole covers. These manhole covers are located along McCall Avenue between Shaw Avenue and Belmont Avenue, as shown on LOCAL AGENCY's contract plans for the improvement of route McCall Avenue between State Route 180 and Shaw Avenue, which by this reference are made a part hereof. OWNER hereby acknowledges review of LOCAL AGENCY's plans for work and agrees to the construction in the manner proposed. Deviations from the plan described above initiated by either the LOCAL AGENCY or the OWNER, shall be agreed upon by both parties hereto under a Revised Notice to Owner. Such Revised Notices to Owner, approved by the LOCAL AGENCY and agreed to/acknowledged by the OWNER, will constitute an approved revision of the plan described above and are hereby made a part hereof. No work under said deviation shall commence prior to written execution by the OWNER of the Revised Notice to Owner. Changes in the scope of the work will require an amendment to this Agreement in addition to the revised EXHIBIT 14-F Local Assistance Procedures Manual Utility Agreements Page 14-27 LPP 07-04 September 28, 2007 Notice to Owner. OWNER shall have the right to inspect the work during construction. Upon completion of the work by LOCAL AGENCY, OWNER agrees to accept ownership and maintenance of the constructed facilities, and relinquishes to LOCAL AGENCY ownership of the replaced facilities except in the case of liability determined pursuant to Water Code 7034 or 7035. II. LIABILITY FOR WORK The existing facilities are located within the LOCAL AGENCY's right of way under permit and will be adjusted at OWNER's expense under the provisions of Sections (1463) of the Streets and Highways Code. III.PERFORMANCE OF WORK OWNER shall have access to all phases of the relocation work to be performed by LOCAL AGENCY, as described in Section I above, for the purpose of inspection to ensure that the work is in accordance with the specifications contained in the Highway Construction Contract; however, all questions regarding the work being performed will be directed to LOCAL AGENCY's Resident Engineer for their evaluation and final disposition. IV. PAYMENT FOR WORK The OWNER shall pay its share of the actual cost of said work included in the LOCAL AGENCY's highway construction contract within 90 days after receipt of LOCAL AGENCY's bill; compiled on the basis of the actual bid price of said contract. The estimated cost to OWNER for the work being performed by the LOCAL AGENCY's highway contractor is $ 20,000.00. In the event actual final relocation costs as established herein are less than the sum of money advanced by OWNER to LOCAL AGENCY, LOCAL AGENCY hereby agrees to refund to OWNER the difference between said actual cost and the sum of money so advanced. In the event that the actual cost of relocation exceeds the amount of money advanced to LOCAL AGENCY, in accordance with the provisions of this Agreement, OWNER hereby agrees to reimburse LOCAL AGENCY said deficient costs upon receipt of an itemized bill as set forth herein. V. GENERAL CONDITIONS All costs accrued by OWNER as a result of LOCAL AGENCY's request of 08/13/20 to review, study and/or prepare relocation plans and estimates for the project associated with this Agreement may be billed pursuant to the terms and conditions of this Agreement. If LOCAL AGENCY’s project which precipitated this Agreement is canceled or modified so as to eliminate the necessity of work by OWNER, LOCAL AGENCY will notify OWNER in writing, and LOCAL AGENCY reserves the right to terminate this Agreement by Amendment. The Amendment shall provide mutually acceptable terms and conditions for terminating the Agreement. All obligations of LPA under the terms of this Agreement are subject to the acceptance of the Agreement by LPA Board of Directors or the Delegated Authority (as applicable), the passage of the annual Budget Act by the State Legislature, and the allocation of those funds by the California Transportation Commission. EXHIBIT 14-F Local Assistance Procedures Manual Utility Agreements Page 14-27 LPP 07-04 September 28, 2007 It is understood that said highway is a Federal aid highway and accordingly, 23 CFR, Chapter 1, Part 645 is hereby incorporated into this Agreement. In addition, the provisions of 23 CFR 635.410, BA, are also incorporated into this agreement. The BA requirements are further specified in Moving Ahead for Progress in the 21st Century (MAP-21), section 1518; 23 CFR 635.410 requires that all manufacturing processes have occurred in the United States for steel and iron products (including the application of coatings) installed on a project receiving funding from the FHWA. It is understood that said right of way is a Federal aid highway and, accordingly, 23 CFR 645 and 23 U.S.C. 313, as applicable, is hereby incorporated into this Agreement by reference. However, OWNER represents and warrants that the non-domestic iron and steel materials used on this relocation do not exceed one-tenth of one percent (<0.1%) of this Utility Agreement amount, or $2,500, whichever is greater.” If, in connection with OWNER’s performance of the Work hereunder, LOCAL AGENCY provides to OWNER any materials that are subject to the Buy America Rule, LOCAL AGENCY acknowledges and agrees that LOCAL AGENCY shall be solely responsible for satisfying any and all requirements relative to the Buy America Rule concerning the materials thus provided (including, but not limited to, ensuring and certifying that said materials comply with the requirements of the Buy America Rule). LOCAL AGENCY further acknowledges that OWNER, in complying with the Buy America Rule, is expressly relying upon the instructions and guidance (collectively, “Guidance”) issued by LOCAL AGENCY and its representatives concerning the Buy America Rule requirements for utility relocations within the State of California. Not withstanding any provision herein to the contrary, OWNER shall not be deemed in breach of this Agreement for any violations of the Buy America Rule if OWNER’s actions are in compliance with the Guidance.” EXHIBIT 14-F Local Assistance Procedures Manual Utility Agreements Page 14-27 LPP 07-04 September 28, 2007 IN WITNESS WHEREOF, the above parties have executed this Agreement the day and year above written. LOCAL AGENCY: (FRESNO COUNTY): By Steven E. White, Director of Public Works & Planning Date OWNER (CITY OF CLOVIS): By: Scott Redelfs, Public Utilities Director Date Distribution: 1) Owner, 2) Utility Coordinator, 3) DLAE –File, 4) District Utility Coordinator – File Steven E White (Aug 13, 2020 14:42 PDT) Steven E White Aug 13, 2020 Scott Redelfs (Aug 14, 2020 07:32 PDT) Scott Redelfs Aug 14, 2020 COUNTY OF FRESNO DEPARTMENT OF PUBLIC WORKS AND PLANNING PROJECT: 20/21 McCALL AVE ASPHALT CONCRETE OVERLAY (0.22 Mi N/O SSR180 - SHAW AVE) CONTRACT NO. XX-XX-C ITEM NO. ESTIMATED QUANTITY UNIT OF MEASUR E ITEM DESCRIPTION ITEM PRICE (IN FIGURES) TOTAL PRICE (IN FIGURES) FEDERALLY PARTICIPATING AMOUNT NON- PARTICIPATING AMOUNT 1 1 $SUPPLEMENTAL WORK (PAYMENT ADJUSTMENT FOR PRICE INDEX FLUCTUATIONS)$40,000.00 $40,000 $40,000 2 1 $STATE WATER RESOURCES CONTROL BOARD NOTICE OF INTENT $500.00 $500 $500 3 2 EA CONSTRUCTION PROJECT FUNDING SIGNS $1,000.00 $2,000 $2,000 4 1 LS TRAFFIC CONTROL SYSTEM $100,000.00 $100,000 $100,000 5 2 EA PORTABLE CHANGEABLE MESSAGE SIGN $2,000.00 $4,000 $4,000 6 1 LS JOB SITE MANAGEMENT $22,000.00 $22,000 $22,000 7 1 LS PREPARE WATER POLLUTION PREVENTION PLAN $3,000.00 $3,000 $3,000 8 665 SQFT REMOVE CONCRETE (DRIVEWAY)$4.00 $2,660 $2,660 9 2816 CY SHOULDER BACKING $35.00 $98,552 $98,552 10 1549 CY IMPORTED BORROW $25.00 $38,727 $38,727 11 1 LS FINISHING ROADWAY $40,000.00 $40,000 $40,000 12 11758 TON HOT MIX ASPHALT (TYPE A 3/4" GRADING)$85.00 $999,430 $999,430 13 114 TON MINOR HOT MIX ASPHALT $85.00 $9,709 $9,709 14 33523 SQYD GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING FABRIC)$2.00 $67,047 $67,047 15 1378 LF PLACE HOT MIX ASPHALT DIKE (TYPE E) CASE-R $10.00 $13,780 $13,780 16 846 SY PLACE HOT MIX ASPHALT (MISCELLANEOUS AREAS)$20.00 $16,922 $16,922 17 55 TON TACK COAT $700.00 $38,640 $38,640 18 1248 SF REMOVE ASPHALT CONCRETE PAVEMENT $8.00 $9,984 $9,984 19 1200 LF REMOVE ASPHALT CONCRETE DIKE $2.00 $2,400 $2,400 20 3551 SY COLD PLANE ASPHALT CONCRETE PAVEMENT $4.00 $14,204 $14,204 21 20 EA ADJUST MANHOLE TO GRADE (5 FCFMD, 15 CITY OF CLOVIS-NP)$1,333.33 $26,667 $6,667 $20,000 22 8 EA SURVEY MONUMENTS (TYPE D)$1,500.00 $12,000 $12,000 23 1378 SF PAINT DIKE 2-COAT $5.00 $6,890 $6,890 24 1 LS REMOVE PAVEMENT MARKER $2,000.00 $2,000 $2,000 25 24 EA DELINEATOR (CLASS 1) (TYPE E)$50.00 $1,200 $1,200 26 39 EA DELINEATOR (CLASS 1) (TYPE F)$50.00 $1,950 $1,950 27 521 EA PAVEMENT MARKER (RETROREFLECTIVE) (TYPE D)$5.00 $2,604 $2,604 28 5 EA PAVEMENT MARKER (RETROREFLECTIVE) (TYPE G)$5.00 $25 $25 29 192 EA PAVEMENT MARKER (RETROREFLECTIVE) (TYPE H)$5.00 $961 $961 30 4 EA METAL MARKER POST $50.00 $200 $200 31 4 EA OBJECT MARKER (TYPE P)$50.00 $200 $200 32 20189 LF THERMOPLASTIC TRAFFIC STRIPE EXTRUDED (DETAIL 6)$0.80 $16,151 $16,151 33 4611 LF THERMOPLASTIC TRAFFIC STRIPE EXTRUDED (DETAIL 19)$1.50 $6,917 $6,917 34 180 LF THERMOPLASTIC TRAFFIC STRIPE EXTRUDED (DETAIL 21)$2.00 $360 $360 35 50 LF THERMOPLASTIC TRAFFIC STRIPE EXTRUDED (DETAIL 22)$2.00 $100 $100 36 120 LF THERMOPLASTIC TRAFFIC STRIPE EXTRUDED (DETAIL 27B)$0.75 $90 $90 37 120 LF THERMOPLASTIC TRAFFIC STRIPE EXTRUDED (DETAIL 38)$1.50 $180 $180 38 40 LF THERMOPLASTIC TRAFFIC STRIPE EXTRUDED (DETAIL 39)$1.50 $60 $60 39 60 LF THERMOPLASTIC TRAFFIC STRIPE EXTRUDED (DETAIL 39A)$1.50 $90 $90 40 922 SF THERMOPLASTIC PAVEMENT MARKING $15.00 $13,830 $13,830 41 1 LS MOBILIZATION $65,000.00 $65,000 $65,000 SUBTOTAL BID ITEMS (1-41)$1,681,030 $1,661,029 $20,000 CONTINGENCY 5%$84,000.00 $84,000 $0.00 TOTAL CONSTRUCTION COST $1,765,030 $1,745,029 $20,000 Construction Engineering (CE)10%$264,754 $264,754 $0.00 TOTAL PROJECT COST $2,029,784 $2,009,783 $20,000 ÄÆ180 Clovis Fresno Fresno MCCALLSHAW MCKINLEY DEL REYBELMONT ASHLAN SHIELDS DE WOLFTEMPERANCEBETHELLEONARDTULARE LOCANDAKOTA AMBERHIGHLANDFANCHERINDIANOLATHOMPSONOLIVE KINGS CANYON HEDGES B R E M E R CLINTON WRENWOOD SAN JUANNELSONKEATS LANE HORNETPINE SUSSEX CARME N SCOTT DOCKERYLAUREL BREHLERFLORADORA MICHELLERECTORSAGINAW SANDERSOLIVE BETHELSHIELDS DE WOLFHIGHLANDSHIELDS DE WOLFLOCANHIGHLANDINDIANOLABELMONT CLINTON TULARE DE WOLFOLIVE NELSONRSTP-McCALL AVENUE OVERLAY0.22 MI NORTH OF SR180 TO SHAW AVENUELOCATION MAP DEPARTMENT OF PUBLIC WORKS & PLANNINGSCALE IN FEETDATE: DESIGNED: DRAWN: STATE BRIDGE NO. B.K.5/2019 LOCATION DETAIL FRESNO COUNTY Fresno Clovis Sanger NORTH CENTRAL MCCALLSHAW BELMONT ASHLAN MCKINLEY DE WOLFHERNDON JENSEN DEL REYSHIELDS AMERICANPEACHCLOVIS ZEDIKERHIGHLANDANNADALE FOWLERRAINBOWWILLOWLEONARDLOCANGOODFELLOW BEHYMER TEMPERANCESHEPHERD WATTS VALLEYCHURCH NEES OLIVE BETHELQUALITYMADSENALLUVIAL AMBERCHANNELINDIANOLAOLIVERMUSCAT MACDONOUGHTO LLH O U SERIVERBENDPAUL MINNEWAWAACADEMYBUTLER MES A BULLARD CALIFORNIA SIERRA TULARE GREENWOODRIALTO DAKOTA DOCKERYVINE MALAGA FANCHERPERRIN HARVEY GRANT C LAY DATE CLINTON CHESTNUTNEWMARKVILLAFAIRBANKSRIO VISTASUNNYSIDETHOMPSONMAPLEARMSTRONGSWIFT COL E LYELL CHAMISEDEWI TTEDGAR KINGS CANYONMARIONEDDY PITT WELDON ALTA GR I F F I T H SAGINAWRANGER DWIGHT FIR SMITHH E A T H E R SAN JUANFLORADORALINDA TYLER TURNER HELMPERRIN MADSENTULARE BETHELCOLE PAUL THOMPSONOLIVE NORTHGREENWOODOLIVE ACADEMYHIGHLANDLOCANNEES TULARE SIERRA DAKOTALOCAN LOCANDE WOLFINDIANOLASHIELDS JENSEN THOMPSONBELMONT SHEPHERD RIVERBENDGRA NT ANNADALE BETHELTHOMPSONDEL REYKINGS CANYONWILLOW HIGHLANDHIGHLANDMCCALLAMERICAN MESA CLINTON DEL REYWILLOWRIVERBENDCHESTNUTOL IVE LEONARDOLIVE BUTLER CHURCH STREETS 5 4 1 2 3 É 00.51MILES 0 6,400 Feet Project Starts 0.22 mi N/O SR180 Project End Project Area MATCHOGCOLD PLANE 0.2'EXIST ASPHALT16'EPR/WCLVAR16'EPR/WVARVARVARGRADE & CNS TO 95%RELATIVE COMPACTIONFOR 1' MIN WIDTHMATCHOGMcCALL AVE - TYPICAL SECTION0.01 MILE N OF MCKINLEY AVE - ASHLAN AVE - 2.00 MILES0.10 MILE - 0.41 MILE NORTH OF BELMONT AVE - 0.30MILE0.24 MILE N OF OLIVE AVE TO 0.01 MILE N OF MCKINLEY AVE - 0.27 MILEHMAOVERLAYSHOULDER BACKINGNATIVE SOILLEGENDEPOGEDGE OF PAVEMENTORIGINAL GROUNDR/WRIGHT OF WAYHMAHOT MIX ASPHALTEXISTINGEXISTVARIESVARCNSCOMPACT NATIVESOILEXISTING SURFACETO REMAINMATCHOG0.20' HMA OVERLAY12.5' - 16'EPR/WCLVAR2'12.5' - 16'EPR/WVARVARMATCH EXISTVAR2'GRADE & CNS TO95% RELATIVECOMPACTION FOR1' MIN WIDTHMATCHOG4:1MATCH EXIST4:1McCALL AVE - TYPICAL SECTION0.22 MILE N OF SR180 - 0.10 MILE N OF BELMONT AVE - 0.85 MILESCOLD PLANE0.20' HMA OVERLAYSAFETY EDGE PERCALTRANS STD PLAN P75SAFETY EDGE PERCALTRANS STD PLAN P75PLACE SHOULDERBACKING UPTO THEEXISITING ELEVATION NOTES:1) PLACE DETAIL 19 FOR 300FT APPROACHING INTERSECTIONSDRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNING02/20B.K.B.K.UOCEH T YTNOFFRESN OCHECKED:J.H.DRAWING NO.120/21 RSTP McCALL AVE OVERLAY PROJECTTYPICAL SECTIONCONTRACT NO. XX-XX-C02/2002/20DESIGNED: AEXISTING SURFACETO REMAINMATCHOG0.20' HMA OVERLAY12.5' - 16'EPR/WCLVAR2'12.5' - 16'EPR/WVARVARMATCH EXISTVAR2'GRADE & CNS TO95% RELATIVECOMPACTION FOR1' MIN WIDTHMATCHOG4:1MATCH EXIST4:1McCALL AVE - TYPICAL SECTIONHMAOVERLAYSHOULDER BACKINGNATIVE SOILLEGENDEPOGEDGE OF PAVEMENTORIGINAL GROUNDR/WRIGHT OF WAYHMAHOT MIX ASPHALTEXISTINGEXISTVARIESVARCNSCOMPACT NATIVE SOILDETAIL A0.20' ACEXISTSURFACEGEO-FABRIC0.41 MILE N OF BELMONT AVE TO 0.24 MILE N OF OLIVE AVE - 0.34 MILESASHLAN AVE TO 0.03 MILES N OF SHAW AVE - 1.03 MILESSAFETY EDGE PERCALTRANS STD PLAN P75 NOTES:1) PLACE DETAIL 19 FOR 300FT APPROACHING INTERSECTIONSDESIGNED:DRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNINGUOCEH T YTNOFFRESN OCHECKED:CONTRACT NO. XX-XX-C02/20B.K.B.K.J.H.DRAWING NO.220/21 RSTP McCALL AVE OVERLAY PROJECTTYPICAL SECTION02/2002/20 LEGENDAREA TO BE COLD PLANEDSEE MATCH DISTANCE TABLE FOR DISTANCE D*D*APLAN VIEWEXISTING A.C. SURFACESECTION A - At = THICKNESS OF OVERLAY (SEE PROJECT DETAILS)D*A ROAD BEING OVERLAYED PAVED COUNTY RD APPROACH.30'0.12'62.5'50'37.5'0.25'0.20'0.15'D*THICKNESS "t"TRAVEL LANE CAPMATCH DISTANCE TABLE0.08'0.10'20'25'HMA OVERLAYDESIGNED:DRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNINGUOCEH T YTNOFFRESN OCHECKED:CONTRACT NO. XX-XX-C02/20B.K.B.K.J.H.DRAWING NO.320/21 RSTP McCALL AVE OVERLAY PROJECT02/2002/20TYPICAL INTERSECTION DETAIL"t" MATCH DISTANCE TABLETRAVEL LANE CAP THICKNESS " T "D*0.08'20'0.10'25'0.12'30'0.15'37.5'0.20'50'0.2562.5'AASECTION A-A" T "HMA OVERLAY" T "HMA OVERLAYEXISTING PAVEMENTEXISTING PAVEMENTD**WHERE NOTED REPLACE EXISTING DIKE AFTER GRINDING HAS OCCURRED ALONG EXISTING FLOW LINED* DISTANCES FOUND IN MATCH DISTANCE TABLED*HMAOVERLAYCOLD PLANNINGDESIGNED:DRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNINGUOCEH T YTNOFFRESN OCHECKED:CONTRACT NO. XX-XX-C02/20B.K.B.K.J.H.DRAWING NO.420/21 RSTP McCALL AVE OVERLAY PROJECT02/2002/20COLD PLANNING DETAIL CUT NEAT LINEEDGE OF EXISTPAVED APPROACHCENTER LINE(YELLOW STRIPE)SECTIONB-BEXCAVATE AND PLACE AC / CNS TOMATCH ELEVATION AND GRADE OFEXIST SURFACE AT 10:1 MAX SLOPEHMA OVER COMPACTED NATIVE SOIL (CNS)NOTESGRADE TO MATCH PAVEMENT,FLOW LINE AND ORIGINAL GROUND.VARIES VARIES PAVED APPROACH 2' MIN VARIESVARIESMATCHEXIST2'MINC LEDGE OF EXISTPAVED APPROACHBBPAVED SHOULDER, SEE TYPICAL SECTIONEXIST PAVED APPROACHEPETLETLEPEPETLEDGE OF TRAVEL LANEEDGE OF PAVEMENTR/W, NO WORK BEYOND R/W LINEDESIGNED:DRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNINGUOCEH T YTNOFFRESNOCHECKED:CONTRACT NO. XX-XX-C02/20B.K.B.K.J.H.DRAWING NO.520/21 RSTP McCALL AVE OVERLAY PROJECT02/2002/20DRIVEWAY APPROACH DETAIL EXISTING PAVEMENTAC OVERLAYREMOVE AND REPLACE WITH TYPE E CASE R AC DIKELEGENDEPOGEDGE OF PAVEMENTORIGINAL GROUNDR/WRIGHT OF WAYHMAHOT MIX ASPHALTEXISTINGEXISTVARIESVAR EXIST OGHMAOVERLAYEXISTING ORIGINAL GROUNDDESIGNED:DRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNINGUOCEH T YTNOFFRESN OCHECKED:CONTRACT NO. XX-XX-C02/20B.K.B.K.J.H.DRAWING NO.620/21 RSTP McCALL AVE OVERLAY PROJECT02/2002/20TYPICAL AC DIKE DETAIL TRAFFIC STRIPING AND PAVEMENT MARKING DETAILSAC DIKESREMOVE ASPHALT CONCRETE PAVEMENTDESIGNED:DRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNINGUOCEH T YTNOFFRESN OCHECKED:CONTRACT NO. XX-XX-C02/20B.K.B.K.J.H.DRAWING NO.720/21 RSTP McCALL AVE OVERLAY PROJECT02/2002/20QUANTITES MISCELLANEOUS AREASCOLD PLANE ROADWAY - FLOOD PLAININCLUDING BRIDGE 1 APPROACHESCOLD PLANE INTERSECTIONSCOLD PLANE APPROACHES @ BRIDGE 2 & 3DESIGNED:DRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNINGUOCEH T YTNOFFRESN OCHECKED:CONTRACT NO. XX-XX-C02/20B.K.B.K.J.H.DRAWING NO.820/21 RSTP McCALL AVE OVERLAY PROJECT02/2002/20QUANTITES DESIGNED:DRAWN:DATE:SCALE: NONEDEPARTMENT OF PUBLIC WORKS AND PLANNINGUOCEH T YTNOFFRESN OCHECKED:CONTRACT NO. XX-XX-C02/20B.K.B.K.J.H.DRAWING NO.920/21 RSTP McCALL AVE OVERLAY PROJECT02/2002/20ROADWORK SIGN