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HomeMy WebLinkAboutAgreement A-25-109 with Central Unified School District.pdf 25-0071 Agreement No. 25-109 1 Agreement 2 This Agreement ("Agreement") is made and entered into this 25t" day of 3 March 2025 by and between the Central Unified School District, a municipal 4 corporation ("District"), and the County of Fresno, a political subdivision of the State 5 of California ("County") (collectively, the "Parties") with respect only to the Project (as 6 further defined below) funded cooperatively by the parties. 7 RECITALS: 8 9 A. The County, with support from District, applied for and received an Active 10 Transportation Grant (ATP Grant) for pedestrian safety improvements at Herndon- 11 Barstow Elementary school. 12 A. The District has expressed interest in contributing towards these pedestrian safety 13 improvements. 14 B. The improvements generally consist of the design and construction of a High- 15 Intensity Activated Crosswalk (HAWK signal); a connecting sidewalk; pavement, 16 concrete improvements, signage and striping, and utility relocation, hereinafter 17 "Project". Plans for the Project are attached hereto as Exhibit A and incorporated 18 by this reference. 19 C. All work done shall incorporate the conditions specified in this Agreement. 20 D. District and County now wish to establish the conditions specifically applicable to 21 the Project and under which the Project will be completed. 22 NOW, THEREFORE, in consideration of the mutual acknowledgments, covenants, 23 and conditions herein contained, it is hereby agreed as follows: 24 1. Recitals. Each of the foregoing recitals of background facts are incorporated 25 herein. 26 2. Purpose. The purpose of this Agreement is to set forth each Party's general 27 obligations governing the Project. 28 3. Term. This Agreement shall expire on April 30, 2028 (the "Expiration Date"), unless 1 1 otherwise terminated hereunder. The term of this Agreement may be extended by 2 mutual agreement of the Parties for two additional consecutive one (1) year 3 extension periods upon written approval of both the County and District, no later 4 than expiration of this Agreement. For the purposes of this section, one year shall 5 mean 365 days, or 366 days if there is a leap day. For the purposes of this section, 6 the County hereby delegates authority to extend this Agreement to the Director of 7 the Department of Public Works and Planning. 8 4. Lead Agency. The Lead Agency for this Project shall be the County. The County 9 will provide civil engineering design, project management, Right-of-Way 10 Engineering, Right-of-Way Acquisition, Utility Coordination, and Construction 11 Engineering. The County and City will split the remaining project costs, less the 12 less that amount funded by the District and Active Transportation Program grant 13 funds. 14 5. City's Participation. The City of Fresno will provide the design of the HAWK 15 signal for the Project and will be responsible for a portion of the design and 16 construction costs of the Project, less that amount funded by the District or Active 17 Transportation Program grant fund. The City of Fresno and the County have a 18 separate Project Specific Agreement which further outlines the City of Fresno's 19 obligations towards the Project. 20 6. District's Participation. The District will provide $50,000 to fund a portion of the 21 project costs. Additionally, the District will assist with any public outreach efforts 22 associated with the project. 23 7. Engineer's Estimate. The Detailed Preliminary Engineer's Project Estimate and 24 Total Project Costs is attached hereto as Exhibit B and is incorporated by this 25 reference. 26 8. Expected Cost Share. The Active Transportation Program (ATP) grant would 27 fund up to $603,000 or approximately 79% of total project costs. The District shall 28 provide $50,000 toward the cost of improvements, and the County and City shall 2 1 divide the remaining participating costs. 2 9. Deposit by District. Within sixty (60) days after award of Project's construction 3 contract by County's governing body, District shall deposit with County an amount 4 equal to District's cost share, as defined in Section 6. 5 10. Post Construction Obligations. Upon completion of Project, each Party's 6 jurisdictional and maintenance responsibilities shall remain unchanged from those 7 which existed prior to completion of the Project. 8 11. Dispute Resolution: The Parties agree to implement the provisions of this 9 Agreement in a reasonable, good faith manner. In the event of a dispute the 10 Parties shall engage in informal good faith negotiations at the staff level, which 11 shall be escalated to the District's Superintendent and the County's Director of 12 Public Works and Planning. Should no resolution be attainable, the Parties agree 13 to engage in mediation through a mutually acceptable mediator prior to institution 14 of legal proceedings to resolve any issues pertaining to the provisions of this 15 Agreement. The Parties shall each pay fifty percent (50%) of all fees and costs 16 charged by such mediator. 17 12. Indemnity The District shall indemnify and hold harmless and defend the County 18 (including its officers, agents, employees, and volunteers) against all claims, 19 demands, injuries, damages, costs, expenses (including attorney fees and costs), 20 fines, penalties, and liabilities of any kind to the County, the District, or any third 21 party that arise from or relate to the performance or failure to perform by the District 22 (or any of its officers, agents, subcontractors, or employees) under this Agreement. 23 The County may conduct or participate in its own defense without affecting the 24 District's obligation to indemnify and hold harmless or defend the County. 25 The County shall indemnify and hold harmless and defend the District (including 26 its officers, agents, employees, and volunteers) against all claims, demands, 27 injuries, damages, costs, expenses (including attorney fees and costs), fines, 28 penalties, and liabilities of any kind to the District, the Contractor, or any third party 3 1 that arise from or relate to the performance or failure to perform by the County (or 2 any of its officers, agents, subcontractors, or employees) under this Agreement. 3 The District may conduct or participate in its own defense without affecting the 4 County's obligation to indemnify and hold harmless or defend the District. 5 Nothing herein shall constitute a waiver by either District of County of 6 governmental immunity that may be available as a defense to any such third-party 7 claim(s) under or pursuant to Government Code Section 810 et seq. 8 13. Insurance. Without limiting the applicability or scope of the indemnification 9 provisions contained in Section 16, County and District shall maintain, at their sole 10 expense, insurance policies or self-insurance programs including, but not limited 11 to, an insurance pooling arrangement and/or Joint Powers Agreement sufficient to 12 fund their respective liabilities hereunder throughout the term of this Agreement. 13 Coverage shall be provided for comprehensive general liability, automobile liability, 14 professional liability, and workers' compensation. 15 14. Special Terms. The parties agree that the following special or specific terms shall 16 apply to the performance of the Project: The Lead Agency will include Participating 17 Agency staff in pre-construction meetings and coordinate with Participating 18 Agency staff for material submittal review. District and County staff will 19 concurrently review all Traffic Control Plans. Final as-built drawings will be created 20 by the Lead Agency and provided to the Participating Agency. 21 15. Assignment. Neither Party shall assign, transfer, or sub-contract this Agreement, 22 nor any of its respective rights or duties hereunder, without the written consent of 23 the other Party. 24 16. Waiver. Waiver of any breach of this Agreement by any party hereto shall not 25 constitute a continuing waiver or a waiver of any breach of the same or another 26 provision of this Agreement. 27 28 4 1 17. Counterparts. This Agreement may be executed in one or more counterparts, 2 each of which when executed will be deemed to constitute one and the same 3 instrument and agreement. 4 18. Notices. All required notices may be sent by first class United States Mail, 5 facsimile transmission, hand delivery, express mail, or electronic mail. For time 6 calculations purposes, physical notices shall be deemed to have been received by 7 the end of five (5) business days from the proper sending thereof, unless proof of 8 prior actual receipt is provided. For notices sent via electronic mail, notices shall 9 be deemed to have been received by the end of the day following send. For the 10 County, the Director of the Department of Public Works and Planning is hereby 11 authorized to delegate or otherwise modify the County's contact information and 12 will provide the District with any updated contact information. Unless otherwise 13 notified in writing, notices shall be sent to the following addresses: 14 If to the District: 15 Central Unified School District 16 Amer Igbal 17 Assistant Superintendent, Chief Business Officer 18 5652 W. Gettysburg Avenue 19 Fresno, CA 93722 20 Phone No.: (559) 274-4700 x. 12107 21 E-Mail: aigbal(a)_centralusd.k12.ca.us 22 If to the County: 23 County of Fresno 24 Steven E. White 25 Director of Public Works and Planning 26 2220 Tulare Street, Seventh Floor 27 Fresno, CA 93721 28 (559) 600-4078 5 1 stwhite(a-fresnocountyca.gov 2 19. Severable. The provisions of this Agreement are severable. The invalidity or 3 unenforceability of any one provision of this Agreement shall not affect the other 4 provisions. 5 20. Amendment. This Agreement may be modified only by written instrument 6 executed by duly authorized representatives of both District and County. 7 21. Entire Agreement. Each party acknowledges that it has read and fully 8 understands the contents of this Agreement and represents that this constitutes 9 the entire Agreement between District and County with respect to the subject 10 matter contained herein and that this Agreement supersedes all prior negotiations, 11 representations, or agreements, either written or oral. 12 22. Authorized Signature. The District represents and warrants to the County that: 13 The District is duly authorized and empowered to sign and perform its obligations 14 under this Agreement. The individual signing this Agreement on behalf of the 15 District is duly authorized to do so and his or her signature on this Agreement 16 legally binds the District to the terms of this Agreement. 17 23. Electronic Signatures The parties agree that this Agreement may be executed 18 by electronic signature as provided in this section. 19 a. An "electronic signature" means any symbol or process intended by an 20 individual signing this Agreement to represent their signature, including but not 21 limited to: (1) a digital signature; (2) a faxed version of an original handwritten 22 signature; or (3) an electronically scanned and transmitted (for example by PDF 23 document) version of an original handwritten signature. 24 b. Each electronic signature affixed or attached to this Agreement: (1) is 25 deemed equivalent to a valid original handwritten signature of the person signing 26 this Agreement for all purposes, including but not limited to evidentiary proof in any 27 administrative or judicial proceeding; and (2) has the same force and effect as the 28 valid original handwritten signature of that person. 6 1 C. The provisions of this section satisfy the requirements of Civil Code section 2 1633.5, subdivision (b), in the Uniform Electronic Transaction Act (Civil Code, 3 Division 3, Part 2, Title 2.5, beginning with section 1633.1). 4 d. Each party using a digital signature represents that it has undertaken and 5 satisfied the requirements of Government Code section 16.5, subdivision (a), 6 paragraphs (1) through (5), and agrees that each other party may rely upon that 7 representation. 8 e. This Agreement is not conditioned upon the parties conducting the 9 transactions under it by electronic means and either party may sign this Agreement 10 with an original handwritten signature. 11 IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of 12 the day and year first herein above written. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 7 1 CENTRAL UNIFIED SCHOOL DISTRICT COUNTY OF FRESNO 2 I � 3 erintendent By. - � Ernest Buddy Mend es, Chairman of the 4 Board of Supervisors of the 5 Date: 2 �"� �-� County of Fresno 6 Date: 7 8 ATTEST: Bernice E. Seidel 9 Clerk of the Board of Supervisors 10 County of Fresno, State of California 11 BY: 12 Deputy 13 14 15 16 17 For accounting use only: 18 Org No: 4510 Fund: 0010 19 Account No:4985 20 Subclass No: 11000 Project No: D14502 21 22 23 24 25 26 27 28 8 MEANS FOR CONSTRUCTION HERNDON-BARSTOW ELEMENTARY HIGH INTENSITY ACTIVATED CROSSWALK ( HAWK) r STATE PROJECT NUMBER: ATPL-5942(321 ) d z 0 a U I INDEX OF SHEETS N SHEET NO. TITLE ' v+ 01 TITLE 02 LEGENDS q N 03 GENERAL NOTES 1 1 T 04 CROSS SECTIONS 1 ". BEG PROJECT a L, 05 HORIZONTAL CONTROL 1.1 1 srA 14+87•25 'a►' 06-07 DEMOLITION PLAN o 08-09 CONSTRUCTION PLAN 10 UTILITY PLAN - 0 11-13 SIGNAGE AND STRIPING PLAN - 14 GRADING DETAILS { 1 o HAWK TRAFFICSIGNAL S G AL 15-17 rn 1 1 END PROJECT -. _.;•SBrian Pacheco 1st District ` sra31+1e s2 Gray B edef d Vice Chairman 2nd District 1 Luis Chavez 3rd District sa£+r6+ o ar r Ernest"Buddy"Mendes Chairman 4th District ;` Nathan Magsig 5th District ❑- !-.�.1 r sin..�, Paul Nerland County Administrative Officer x S HUNPNGZONLAI(E ;fS• `- > �t 4!+f�y~ •1TL%� y1{ti•' x? wi .' Steve White i`.. D 9 tally signed by I I •-'' 1 57. i tH 1� '! t APPROVED Steve White 11 e:20:4920 4.121 SHAVER LAKE �_ ? D Date:2tl241217 PROJECT SITE "-_ Sloven E.Whit*.Director `1 LAKE Department of Public Works and Planning i FRESHV ,-sp119EFLATLAKE Q /FIREBAUGH`:To_V F "!' ti_RR `..r7"' - APPROVER y KERMAN ",� Scan Mozier,Public Works D'eed r < < " `A"G`" Ear LOCATION MAP City of Fresno JOAo w \ LMA $AN IAN >AR11eR J seua /_.� S00 150� 500 LaJ /eM"58lHiG GRAPHIC SCALE: 1"=500' _ o CALIFORNIA CONTRACTOR'S LICENSES REQUIRED FOR THIS PROJECT CLASS A GENERAL ENGINEERING m C-12,EARTHWORKAND PAVING z I _.. O HURON o DRAWING NO. ROAD NO. BRIDGE NO. FISCAL YR,fHEET NO. TOTAL COADNGA 11326 # - 01 17 a CONTRACT NO.2417C N RECORD DRAWING VICINITY MAP 1 CONTRACTOR - p �.`1 NAME SCALE:N.T.S. \ ADDRESS u STATE mCO CITY ZIP � �� � � PHONE o DIVISION DESIGN CONST RMO RESC DATE AWARDED DATE STARTED o DATE COMPLETED SIGNATURE " Sad �'� g c ��� o��R� � DEPARTMENT OF PUBLIC WORKS AND PLANNING _ RESIDENT ENGINEER NAME SIGNATURE DATE 12/16/2024 w `NAME SIGNATURE O a r 2023 CALTRANS STANDARD PLANS LIST GENERAL LEGEND ■ INDICATES APPLICABLE PLAN ABBREVIATIONS CONSTRUCTION SYMBOLS ❑ A20A PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS DI DRAINAGE INLET LP TYPE"A"LIMIT OF PAYMENT RT RIGHT O SM CURB SURVEY MONUMENT ■ A20B PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS AB AGGREGATE BASE CIA DIAMETER LT LEFT RTE ROUTE A ❑ A20C PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS ABUT ABUTMENT(S) DIR DIRECTION MAX MAXIMUM RW RETAINING WALL 8TYPE"B3"CURB CC CONCRETE COLLAR ■ A20D PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS ASPHALT CONCRETE ■ A24A PAVEMENT MARKINGS ARROWS AC DIST DISTANCE MB METAL BEAM RAN RIGHT OF WAY FA TYPE"FA"CURB GM El DO DRAINAGE OUTLET MBGR METAL BEAM GUARD RAILING S SLOPE A24B PAVEMENT MARKINGS ARROWS AND SYMBOLS AHD AHEAD GRADE MATCH IN A24C PAVEMENT MARKINGS SYMBOLS AND NUMERALS ALIGN ALIGNMENT DRWY DRIVEWAY MH MANHOLE SALV SALVAGE CE FA CURB EXTENSION SO SAW CUT INA24D PAVEMENT MARKINGS WORDS ALY ALLEY IN A24E PAVEMENT MARKINGS WORDS,LIMIT AND YIELD LINES EA DETAIL MI MILE(S) SBL SOUTH BOUND LANE CS COMMERCIAL SIDEWALK N CUT NEAT LINE AP ANGLE POINT EA EACH MIN MINIMUM SDWK SIDEWALK STA INA24F PAVEMENT MARKINGS CROSSWALKS O OD OVERSIDE DRAIN ■ A24G PAVEMENT MARKINGS CROSSWALKS APCH APPROACH EASE EASEMENT MISC MISCELLANEOUS SEC SECTION RD RESIDENTIAL SIDEWALK L ❑ A62A EXCAVATION AND BACKFILL MISCELLANEOUS DETAILS APPROX APPROXIMATE t() EB END OF BRIDGE MOD MODIFY(IED) SH STATE HIGHWAY qS SW ADJACENT RES SIDEWALK MISC TRAFFIC SIGN ❑ A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL AS AGGREGATE SUBBASE E/B EAST BOUND MON MONUMENT SHLDR SHOULDER STA SS STOP SIGN ❑ A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE ASSY ASSEMBLY EC END HORIZONTAL CURVE MP MILE POST SHT SHEET HW D CONCRETE HOUSEWALK Y ❑ A62D EXCAVATION AND BACKFILL CONCRETE PIPE CULVERTS AV AIR RELEASE VALVE ECR END CURB RETURN MTL MATERIAL S/L SECTION LINE STAD "L" DENOTES LENGTH IN FEET ❑ A62DA EXCAVATION AND BACKFILL CONCRETE PIPE CULVERTS INDIRECT DESIGN METHOD VG VALLEY GUTTER Q SECTION CORNER w ❑ A62E EXCAVATION AND BACKFILL CAST-IN-PLACE REINFORCED CONCRETE BOX AND ARCH CULVERTS AVE AVENUE ED END DIKE N/A NOT APPLICABLE SP STANDPIPE STA MA PLACE AC,MISC AREA z ❑ A62F EXCAVATION AND BACKFILL METAL AND PLASTIC CULVERTS BB BEGINNING OF BRIDGE ELEV ELEVATION NBL NORTH BOUND LANE SQ SQUARE MB MAIL BOX ❑ A62G EXCAVATION AND BACKFILL PRECAST REINFORCED CONCRETE BOX CULVERTS BC BEGIN HORIZONTAL CURVE ELEV) EXISTING ELEVATION NO# NUMBER SO FT SQUARE FOOT FEET STA DIRECTION OF FLOW cc ( () (FEET) CONCRETE DRIVEWAY ❑ A73B OBJECT MARKERS BCM BRASS CAP MONUMENT EMB EMBANKMENT NS NATIVE SOIL SQ IN SQUARE INCH D �.i`• GRADE IN FLOW ❑ A73C MARKERS �S°AC DRIVEWAY — — CHAIN LINK FENCE I BCR BEGIN CURB RETURN EP EDGE OF PAVEMENT O OVER SS SANITARY SEWER p A73C DELINEATORS,CHANNELIZERS,AND BARRICADES Q E: A74 SURVEY MONUMENTS BEG BEGIN(ING) EQ EQUAL OC ON CENTER ST STREET W ST S°DIRT DRIVEWAYA WIRE FENCE A78A THRIE BEAM BARRIER STANDARD RAILING SECTION(WOOD POST WITH WOOD BLOCK) BKF BACKFILL ES EDGE OF SHOULDER OD OUTSIDE DIAMETER STA STATION D HINGE POINT A78C1 THRIE BEAM BARRIER STANDARD HARDWARE DETAILS BLDG BUILDING STA DAYLIGHT LIMIT ro ETL EDGE OF TRAVEL LANE OG ORIGINAL GROUND STD STANDARD W MODIFY CONIC DRIVEWAY a [ A78C2 THRIE BEAM BARRIER POST AND BLOCK DETAILS BLVD BOULEVARD D DITCH FLOW LINE N [ A78E1 SINGLE THRIE BEAM BARRIER END ANCHOR ASSEMBLY AND TERMINAL SYSTEM END TREATMENT EVC END VERTICAL CURVE pg PULL BOX STP STEEL PIPE 11 A81C CRASH CUSHION,SAND FILLED(BIDIRECTIONAL) STIRSTRUCTURE(S) DENOTES WIDTH GP AND LP ROADWAY EXC BM BENCH MARK EW ENDWALL PBS PULV BIT SURF STIR BR BRIDGE EXC EXCAVATION FCC PORTLAND CEMENT CONCRETE SURF SURFACING "D" DENOTES MATCH DISTANCE A85 CHAIN LINK FENCE DETAIL N(1. REFERENCE TO STATE N [ A86 BARBED WIRE AND WIRE MESH FENCES BS BACK OF SIDEWALK EXIST/(E) EXISTING P.E. PEDESTRIAN EASEMENT SWR SEWER "S°" DENOTES SKEW ANGLE X SHEET NO. STANDARD PLAN DETAIL A87A CURBS AND DRIVEWAYS BVC BEGIN VERTICAL CURVE EXP JT EXPANSION JOINT PE POLYETHYLENE TAN OFF TANGENT OFFSET TC DI DRAINAGE INLET ������ A87B HOT MIX ASPHALT DIKES BW BARBED WIRE FCBCM FRESNO COUNTY BCM PERM PERMEABLE TBM TEMPORARY BM STA X DETAIL N� REFERENCE TO o [ A88A CURB RAMP DETAILS CA TV CABLE TELEVISION FG FINISHED GRADE PG PROFILE GRADE TBR TIMBER DO TC DRAINAGE OUTLET SHEET NO. DETAIL ON DWG. [ 63-3A RETAINING WALL TYPE IA-(CASE 1) STA OR DETAIL TITLE 0o C&G CURB AND GUTTER FH FIRE HYDRANT PI POINT OF INTERSECTION TC TOP OF CURB [ 63-6 RETAINING WALL DETAILS No.2 STA ~ CC CENTER TO CENTER MH INSTALL MANHOLE DETAIL NO. o [ D73 DRAINAGE INLETS FL FLOW LINE PL PLATE TCB TRAFFIC CONTROL BOX OFFSET X SECTION CUT y [ D74A DRAINAGE INLETS CF CUBIC FOOT(FEET) FRE FRESNO P/L PROPERTY LINE TCP TEMPORARY CONST PERMIT STA X SHEET NO. o [ D74B DRAINAGE INLETS CFS CUBIC FEET PER SECOND INSTALL WATER VALVE FS FINISH SURFACE PM POST MILE TFC TOP FACE OF CURB OFFSET FLOW DIRECTION [ D74C DRAINAGE INLET DETAILS CHNL CHANNEL FT FOOT(FEET) PINT POINT TFP TRANSFORMER POLE MH ADJUST MANHOLE w [ D75A STEEL PIPE INLETS CI CITY GAL GALLON(S) POC POINT ON CURVE TOT TOTAL 0 PRESSURE LINE x [ D75B CONCRETE PIPE INLETS STA [ D75C PIPE INLETS LADDER AND TRASH RACK DETAILS CIDH CAST-IN DRILLED HOLE GALV GALVANIZED POT POINT ON TANGENT TP TELEPHONE POLE AV OFFSET ADJUST AIR RELEASE VALVE N [ D77A GRATE DETAILS No.1 CIP CAST IRON PIPE GB GRADE BREAK pp POWER POLE TRANS TRANSITION O ADJUST WATER VALVE El GRATE DETAILS No.2 CIPCP CAST-IN-PLACE CONCRETE PIPE GP GRADING PLANE z PPP PERFORATED PLASTIC PIPE TS TRAFFIC SIGNAL ❑ P74 PAVEMENT EDGE TREATMENTS C/L A) CENTER LINE GRUB GRUBBING PRF PAVEMENT REINFORCING FABRIC DD 2"AC DEPRESSED DIKE ElP75 PAVEMENT EDGE TREATMENTS-OVERLAYS TYP TYPICAL ❑ P76 PAVEMENT EDGE TREATMENTS-NEW CONSTRUCTION CL CHAIN LINK GL GUTTER LIP PSF POUNDS PER SQUARE FOOT TYP SEC TYPICAL SECTION ID 4"AC INTERMEDIATE DIKE � ❑ T1A TEMPORARY CRASH CUSHION,SAND FILLED(UNIDIRECTIONAL) CLR CLEAR(ING),CLEARANCE GW GUY WIRE PSI POUNDS PER SQUARE INCH UC UNDERCROSSING d CMP CORRUGATED METAL PIPE OD 6"AC DIKE ❑ T1B TEMPORARY CRASH CUSHION,SAND FILLED(BIDIRECTIONAL) HORIZ HORIZONTAL PT PEDESTAL TELEPHONE UD UNDERDRAIN ❑ T2 TEMPORARY CRASH CUSHION,SAND FILLED(SHOULDER INSTALLATIONS) CMPA CORRUGATED METAL PIPE ARCH HP HINGE POINT P-RW PROPOSE RIGHT OF WAY UDR UNDERDRAIN RISER A RADIUS ❑ T3 TEMPORARY RAILING(TYPE K) CNL CUT NEAT LINE HS HIGH STRENGTH P.U.E. PUBLIC UTILITY EASEMENT UG UNDERGROUND cn "R" DENOTES RADIUS IN FEET CNS COMPACTED NATIVE SOIL HW HEAD WALL PULV PULVERIZED UP UNDERPASS m CO COUNTY HWM HIGH WATER MARK PVC POLYVINYL CHLORIDE VAR VARIES(ABLE) EXISTING IMPROVEMENTS w COF CITY OF FRESNO HWY HIGHWAY PVMT PAVEMENT VC VERTICAL CURVE N COMM COMMERCIAL IB IMPORTED BORROW R RADIUS ^ ^ x VCP VITRIFIED CLAY PIPE �A� TYPE"A"CURB �RSj RES SIDEWALK WIRE FENCE CONIC CONCRETE ID INSIDE DIAMETER R&R REMOVE AND REPLACE VERT VERTICAL ., o CHAIN LINK FENCE a CONST CONSTRUCT(ION) IP IRON PIPE RCB REINFORCED CONCRETE BOX VG VALLEY GUTTER �(631) TYPE"BY CURB �VG)' VALLEY GUTTER METAL FENCE CONT CONTINUOUS IRR IRRIGATION RCP REINFORCED CONCRETE PIPE VP VENT PIPE ^ o FA TYPE"FA"CURB LSMI SURVEY MON 1 I I WOOD FENCE f CP CONCRETE PIPE IV IRRIGATION VALVE RD ROAD W WATER �"-� - 1 o 1 PVC FENCE o CR CURB RAMP JP JOINT POLE REINF REINFORCED(MENT)(ING) W/g WESTBOUND C COMM SIDEWALK MB MAILBOX i �fS)l� MISC LANDSCAPING Y CS COTTON SPINDLE JT JOINT REL RELOCATE WM WATER METER v 3¢ CSP CORRUGATED STEEL PIPE LBS POUNDS RES RESIDENTIAL WP WEAKENED PLANE = CSPA CORRUGATED STEEL PIPE ARCH LF LINEAR FOOT RET RETAINING WR WHEELCHAIR RAMP CULV CULVERT L.E. LANDSCAPE EASEMENT RG RUBBER GASKET WV WATER VALVE CY(CU YD) CUBIC YARD(S) LOC LOCATION RLG ROCK LINED GUTTER WW WINGWALL 3 o LOL LAYOUT LINE RR RAILROAD m UTILITY SYMBOLS I o STAND PIPE SmD FIRE HYDRANT „GM GAS METER - C - UG CABLE J,'( STREET LIGHT POLE DO WARNING SIGN EXISTING IRR UG PIPE FLOW 0 IRR 2"-4"PIPE RISER GV GAS VALVE — D — UG STORM DRAIN LINE n EXISTING SIGNAL POLE OS WARNING SIGN _ IRR UG PIPE CAPPED I6D) MH-STORM DRAIN Ih WATER METER — E — UG ELECTRIC LINE (� STORM DRAIN DROP INLET pT WARNING SIGN -��--- TELEPHONE POLE ® IRR VALVE SCREWGATE DE MH MWELECTRICAL ® STORM DRAIN GRATE OW WARNING SIGN -" POWER POLE � WATER VALVE FO UG FIBER OPTIC ----C:--- ® IRR TOP GATE VALVE (OH MH-FO/CABLE HRV HOSE BIB G UG GAS LINE O STEEL DRAIN PIPE EPa, ELECTRIC PULL BOX JOINT POLE JOINT TRANSFORMER O IRR PIPE 12"VERTICAL ©MH MH-GAS MH — S — UG SANITARY SEWER DOWN DRAIN 0 PEDESTAL-TELEPHONE POLE N o VENT PIPE ISI MH-SANITARY SWR ® MH-GASOLINE FILLER T UG TELEPHONE LINE 40 WARNING SIGN w ---- ---- TRANSFORMER POLE D4 IRR VALVE-BUBBLER T MH-TELEPHONE o GASOLINE VENT PIPE W UG WATER LINE 40 WARNING SIGN J MH ® GASOLINE PUMP E ---�=--3 GUY POLE IRR VALVE,DRIP SYSTEM Q MH-WATER C0 — OHE — OVERHEAD ELEC LINE L WARNING SIGN --3 GUY WIRE o IRR PIPE 4"VERT OUTLET ❑EM ELEC METER ® CLEAN OUT — OHT — OVERHEAD TELE LINE ZOWARNING SIGN ® BACKFLOW PREVENTER a SIGN QQ WATER WELL Lam' ELECTRIC VAULT G //— ABANDONED UG GAS LINE m * SPRINKLER ® WATER WELL PUMP ® CHRISTY BOX o 0 WATER STORAGE TANK TELEPHONEVAULT a DATE RECORD DRAWING SCALE LSS/ F PROJECT �, G0U DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE LEGEND w DRAWN: KCS 12/17/24 No. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 g LG-1 � CHECKED: SA 12/17/24 a SUPERVISING ENGINEER DATE `rT CIVIL FOR RIGHT OF WAV DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING q�Cf caL�F ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 02 TOTAL 17 } GENERAL NOTES CITY OF FRESNO GENERAL NOTES GENERAL NOTES,STREET PLANS: 1. BEFORE COMMENCING EXCAVATION,THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY 1. INSTALL SIDEWALKS,CURBS,AND GUTTERS AS PER CITY OF FRESNO STANDARD DRAWING P-5 AND IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS.CURBS AND GUTTERS SHALL COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE BE CONSTRUCTED BEFORE PLACING THE STREET SURFACING AND BASE COURSE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION,DEPTH AND SIZE OF ALL UTILITIES IN THE 2. PERMITS MUST BE OBTAINED AND FEES PAID IN ACCORDANCE WITH ORDINANCES OF THE CITY OF FRESNO. WORK AREA. 3. THE TYPICAL CROSS SECTIONS SHOWN SHALL BE USED ONLY FOR THE PAVEMENT STRUCTURAL SECTION,OVERLAY THICKNESS AND SIDE SEE PLAN AND PROFILE SHEETS FOR HORIZONTAL LIMITS AND LOCATIONS OF CURB AND GUTTER,MEDIAN ISLANDS,SAWCUTTING,GRINDING,OVERLAYS,SIDEWALKS,FENCES,ROW LINES,EXISTING FEATURES AND ANY 2. TWO WORKING DAYS BEFORE PERFORMING ANY EXCAVATION THE CONTRACTOR SHALL CALL"USA"(UNDERGROUND OTHER PROPOSED IMPROVEMENTS.THE TYPICAL CROSS SECTION SHOULD NOT BE USED FOR STAKING OF PROPOSED IMPROVEMENTS. SERVICE ALERT)TOLL FREE AT 1-800-227-2600 OR 811. 4 ALL BOUNDARY STREETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THIS PLAN. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF FRESNO CONSTRUCTION MANAGEMENT DIVISION AT(559)621-5600,A 5. ANY CONCRETE WORK TO BE CONSTRUCTED SHALL CONFORM TO CITY OF FRESNO STANDARDS ADOPTED BY RESOLUTION No.70-36,AS REVISED. MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. INSTALL STREET LIGHTING SYSTEM IN ACCORDANCE WITH RESOLUTION No.78-522 AND 88-229.LOCATION OF LIGHTS TO BE DETERMINED AND APPROVED BY THE TRAFFIC ENGINEER, SERVICE LOCATION TO BE DETERMINED BY P G&E.THE STREETLIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH PUBLIC WORKS STANDARDS E-1 THROUGH E-27 4. SAW-CUT AND DEMOLITION AREAS ARE TO BE VERIFIED BY THE ENGINEER PRIOR TO DEMOLITION.ANY ADDITIONAL 7. EXISTING PAVEMENT SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL UTILITIES ARE COMPLETED AND PAVING CONTRACTOR IS READY TO REPAIR WITHIN 5 DAYS. DEMOLITION SHALL BE APPROVED BY THE ENGINEER. 8. ALL STORM DRAINAGE FACILITIES ARE TO BE COMPLETED PRIOR TO START OF STREET WORK AND IN ACCORDANCE WITH FRESNO METROPOLITAN FLOOD CONTROL DISTRICT STANDARD SPECIFICATIONS AND STANDARD PLANS,APRIL 1,2011 EDITION,AND REVISIONS THERE 5. THE CONTRACTOR SHALL COORDINATE WITH ANY UTILITY COMPANIES THAT REQUIRE THEIR FACILITIES TO BE 9. CONTRACTOR WILL NOTIFY F.M.F.C.D CONSTRUCTION MANAGER AT(559)456-3292,48 HOURS PRIOR TO CONNECTING TO ANY STORM DRAIN FACILITY. 10 CONSTRUCT ACCESSIBLE RAMPS AND FINISH RAMP SURFACES AS DIRECTED BY ENGINEER. ADJUSTED TO GRADE.THE CONTRACTOR IS RESPONSIBLE FOR CHECKING EACH SITE AND IDENTIFYING ANY UTILITIES I I. ALL SEWER MANHOLES AFFECTED BY THIS PROTECT SHALL BE ADJUSTED TO GRADE AS NECESSARY BY OTHERS. THAT MAY REQUIRE ADJUSTMENT.ANY UNFORESEEN DELAY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION 12 ALL EXISTING WATER MAIN VALVES(CAP AND LID)SHALL BE ADJUSTED TO GRADE BY OTHERS.FOR COORDINATION WITH WATER DIVISION,CALL(559)621-5360. Y IMMEDIATELY IN WRITING. 13. TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION,THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT,TOLL FREE,AT 1-800-227-2600 or 811. 14 AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK TO BE PERFORMED IN THE CITY OF FRESNO ROAD RIGHT-OF-WAY.CONTACT THE CITY PERMIT ENGINEER AT(559)262-4107 TO 6. PRIOR TO CONSTRUCTING THE NEW RAMPS,THE CONTRACTOR SHALL VERIFY THE EXISTING GUTTER FLOW LINE OBTAIN IF AN ENCROACHMENT PERMIT HAS NOT BEEN OBTAINED WITHIN 12 MONTHS OF THE APPROVAL DATE OF THESE PLANS,ADDITIONAL REVIEW ANDREVISIONS TO THE PLANS ¢ DIRECTION.THE CONTRACTOR SHALL MAINTAIN THE EXISTING FLOW DIRECTION AND/OR ELIMINATE ANY POTENTIAL MAY BE REQUIRED BEFORE PERMIT IS ISSUED. PONDING AND REVERSE FLOW WITHIN THE GUTTER. ¢ 7. THE CONTRACTOR SHALL PLACE CAUTION TAPE AND SET UP BARRICADES WITH APPROPRIATE SIDEWALK CLOSURE U SIGNS PER CURRENT VERSION OF CA MUTCD SURROUNDING EACH SITE UNDER CONSTRUCTION.ADDITIONALLY THE CONTRACTOR SHALL PROVIDE SAFE ALTERNATE AND ADA ACCESSIBLE ROUTES FOR PEDESTRIANS WHILE SITES ARE :5 UNDER CONSTRUCTION. 8. THE CONTRACTOR SHALL RECONSTRUCT EACH SITE WITHIN 7 WORKING DAYS AFTER DEMOLITION. ro a 9. COMPACT NATIVE SOIL TO 95%RELATIVE COMPACTION UNDER CURB,GUTTER,DRIVE APPROACH AND DRIVEWAY PER 0 CALTRANS TEST 216 AND 90%RELATIVE COMPACTION UNDER SIDEWALK AND OTHER PEDESTRIAN AREAS. 10. APPLY TACK COAT TO EXISTING AC AND CONCRETE VERTICAL SURFACES PRIOR TO PAVING. N 11. WHEN RESETTING SIGNS WITHIN AREAS TO BE RECONSTRUCTED THE SIGN POSTS SHALL BE INSTALLED WITHIN A 6" (INCH)LONG X 6"(INCH)DIAMETER PVC SLEEVE.PLUG SLEEVE 2"(INCH)FROM TOP WITH CONCRETE AFTER SIGN INSTALLATION. 3 12. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 0 PRACTICES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR N JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS o AND PROPERTY;THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD DESIGN o PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL AND ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN w PROFESSIONAL. = 13. INSTALL SIDEWALKS,CURBS,AND GUTTERS AS PER CITY OF FRESNO STANDARD DRAWING P-5 AND P-9 AND IN N ACCORDANCE WITH DETAILS ON THESE DRAWINGS.CURBS AND GUTTERS SHALL BE CONSTRUCTED BEFORE PLACING THE STREET SURFACING AND BASE COURSE. N z 14. THE TRANSITION BETWEEN THE EDGE AND END OF THE REQUIRED STREET SURFACING AND THE EXISTING SURFACING OR GROUND SHALL NOT HAVE A SLOPE STEEPER THAN 5 PERCENT. m c� 15. TRAFFIC REQUIREMENTS A. ALL SIGNING,DETOURING AND BARRICADING SHALL CONFORM TO THE 2014 CALIFORNIA SUPPLEMENT TO THE ELECTRICAL NOTES d MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ISSUED BY THE STATE OF CALIFORNIA,DEPARTMENT OF I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS DATED 2023,AND SECTIONS ES-1 THRU TRANSPORTATION. B. ALL SIGNS SHALL BE RETROFLECTIVE PER CHAPTER 2A.08 OF THE 2014 MUTCD. ES-16D OF THE STATE OF CALIFORNIA STANDARD PLANS 1 2 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND PROVIDE PROTECTION PRIOR TO AND DURING TRENCHING. D. SPECIAL ATTENTION IS CALLED TO SECTION 7-10� C. HIGH LEVEL WARNING DEVICES SHALL T USED.1 ALL APPROACHES THROUGH 10.3 OF THE HE THE CONSTRUCTION AREA.CITY STANDARD SPECIFICATIONS. 3. POTENTIAL OVERHEAD CONFLICT WITH HIGH VOLTAGE LINES MAY EXIST.MAINTAIN PROPER CLEARANCE.CONTACT P.G.&E.TO VERIFY WIRE LOCATION._ m E. ONE(1)12-FOOT DRIVING LANE MUST BE MAINTAINED IN EACH DIRECTION AT ALL TIMES. 4. POLES SHALL BE LOCATED IN THE FIELD BY THE CITY OF FRESNO.NOTIFY TRAFFIC ENGINEERING TWO WORKING DAYS IN ADVANCE AT(559)621-1312. x F. NO PUBLIC STREET SHALL BE CLOSED WITHOUT PRIOR APPROVAL FROM THE CITY TRAFFIC ENGINEER. 5. PULL BOXES SHALL BE NO 5(E),UNLESS OTHERWISE NOTED ON THE PULL BOXES SHALL NOT BE INSTALLED IN CURB RAMPS.VANDAL RESISTANT LOCKING LIDS SHALL BE PROVIDED w AND INSTALLED BY THE CONTRACTOR AT FINAL INSPECTION OF THE TRAFFIC SIGNAL.CONTRACTOR SHALL PROVIDE TEMPORARY LIDS DURING CONSTRUCTION.LOCKING LIDS SHALL 1 19. CONSTRUCT ACCESSIBLE RAMPS AND FINISH RAMP SURFACES AS DIRECTED BY ENGINEER. BE GALVANIZED STEEL DIAMOND PLATE,MINIMUM THICKNESS 3/16",WITH MINIMUM TWO(2)CLAMPING JAWS AND BE KEYED TO THE CITY OF FRESNO KEY.ALL PULL BOXES SHALL BE AT A MAXIMUM OF 200'APART. w 6. 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 PULL BOX AND EXTENSION, PER CITY OF FRESNO SPECIFICATIONS,AND SHALL HAVE A VANDAL RESISTANT(SEE NOTE LOCKING LID INSTALLED.ALL CONDUIT ENTRIES INTO ADVANCE DETECTION,INTERMEDIATE d DETECTION,AND STREET LIGHTING PULL BOXES INSTALLED IN NON-CONCRETE AREAS SHALL ENTER THE PULL BOX FROM THE BOTTOM,USING 90 DEGREE ELBOWS AND EXTENDING 3 TO 5 INCHES ABOVE THE FINISHED GROUT. p 7. ALL CONDUITS SHALL HAVE BUSHINGS INSTALLED PRIOR TO INSTALLING CONDUCTORS,STEEL CONDUITS SHALL HAVE LAY IN STYLE LUGS THAT ARE CAST INTEGRAL WITH THE BUSHING. 0 8. CONDUIT BENDS OF 90 DEGREES ARE PROHIBITED UNLESS OTHERWISE NOTED OR WRITTEN PERMISSION IS GIVEN BY THE CITY OF FRESNO ENGINEER Y GENERAL NOTES,SIGNING AND STRIPING: 1. WORK SHALL BE DONE IN ACCORDANCE WITH THE 2023 EDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATTONS,INCLUDING ALL REVISIONS,THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(2014 CALIFORNIA MUTCD),THE LATEST EDITION OF THE CITY OF FRESNO STANDARD w SPECIFICATIONS AND DRAWINGS,AND THE SPECIAL PROVISIONS. 2. ALL SIGNS SHALL BE 3M-3930HIP TYPE III&IV SERIES REFLECTIVE SHEETING AND BE COVERED WITH 1160A PREMIUM OVERLAY ANTI-GRAFFITI FILM OR AVERY DENNISON T6500 SERIES REFLECTIVE SHEETING AND SHALL BE COVERED WITH AVERY DENNISON OL I OOOANTI-GRAFFITI OVERLAY FILM. p 3. ALL SALVAGED MATERIALS SHALL BE DELIVERED TO THE CITY OF FRESNO CORPORATION YARD AT 2101 G.STREET,FRESNO.THE CONTRACTOR SHALL NOTIFY THE CITY SIGN SHOP,(559) 621-1492,AT LEAST TWO WORKING DAYS PRIOR TO DELIVERY. ¢ UTILITY NOTES 4. EXISTING STRIPING,SYMBOLS,LEGENDS,AND MARKINGS TO BE REMOVED SHALL BE DONE BY WET SANDBLASTING DRY SANDBLASTING MAY BE USED IN SELECTED AREAS ONLY WITH m THE PERMISSION OF THE CITY TRAFFIC ENGINEER AND WITH THE APPROVAL OF THE AIR POLLUTION CONTROL DISTRICT.ALTERNATE METHODS OF REMOVAL REQUIRE APPROVAL OF THE z CITY TRAFFIC ENGINEER.AFTER REMOVAL,SLURRY SEAL SHALL BE APPLIED TO THE AFFECTED AREAS. 0 1. LOCATIONS OF EXISTING UNDERGROUND FACILITIES ARE APPROXIMATE EXACT DEPTH AND 5. WITH THE EXCEPTION OF BIKE LANE SYMBOLS,ALL STRIPING SHALL BE THERMOPLASTIC. z LOCATIONS ARE UNKNOWN.FIELD LOCATE PRIOR TO THE START OF CONSTRUCTION. 6 ALL CROSSWALKS SHALL BE 12 FEET WIDE,OUTSIDE EDGE TO OUTSIDE EDGE. w 7. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW TYPE K-1(CA)MARKERS ON ALL MEDIAN ISLAND NOSES,UNLESS OTHERWISE NOTED ON THE PLAN. _ "CALL UNDERGROUND SERVICE ALERT(USA)811" 8. THE CONTRACTOR SHALL INSTALL DETAIL 26(RETRO-REFLECTIVE PAVEMENT MARKERS)ALONG ALL RAISED MEDIANS,AS PER 2014 CALIFORNIA MUTCD. 1 9. THE CONRACTOR SHALL PAINT THE RADII OF ALL RAISED MEDIAN ISLAND NOSES WITH TWO COATS OF YELLOW TRAFFIC PAINT WITH RETRO REFLECTIVE GLASS BEADS,UNLESS m 2. WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS,THE LOCATIONS,DEPTH AND OTHERWISE NOTED ON THE PLAN a DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT,BUT ARE NOT GUARANTEED.SUCH 10. SIGNS SHALL BE INSTALLED PER CITY STANDARD DRAWING P-88,UNLESS OTHERWISE NOTED ON THE PLANS. STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR,BUT INFORMATION SO GIVEN IS NOT TO 11. ALL R28(S)(CA)SIGNS SHALL BE"TOW-AWAY/NO STOPPING ANY TIME"SIGNS PER CITY STANDARD DRAWING P-91. BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL,IN ALL CASES,BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL OF THE STRUCTURES WHICH MAY BE ENCOUNTERED. 0 0 m 0 DATE RECORD DRAWING SCALE PRO'N's' F PROJECT �, CDU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE ATP HERNDON-BARSTOW ELEMENTARY HAWK GENERAL NOTES w DRAWN: KCS 12/17/24 N0. C76724 12-17-24 g GN-1 � CHECKED: SA 12/17/24 a SUPERVISING ENGINEER DATE `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING GFC CAUFCk� ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 03 TOTAL 17 } (E) (E) P R/W 1000 R/W 11000, R/W 55.00' 55.00' 5.40' 29.90' EXISTING 45 83' EXIST ROADWAY MEDIAN ISLAND EXISTING ROADWAY 16.30' 9.80, 6.00' S 93' PROPOSED 6 00' 4.15' SDWK ADA RAMP 14.37' 1454' MEDIAN WALKWAY 30.92' 4.00' ADA RAMP SDWK 1.00' 1.00' GRIND 0.2' AND HMA OVERLAY 0 2'-0 33' TO A GRIND AND HMA OVERLAY ACHIEVE SAWCUT LINE SAWCUT LINE 0 2' 4:1 MAX PROPOSED SLOPE SAWCUT LINE SAWCUT LINE ----------------- ------ t7' 1 0% R2F% 1.7% 2.4% ---- ----------533% M 0 58' AC PLUG 0.58' AC PLUGEXIST STRUCTURAL SECTION (LAST LIFT OFCONST 0.33' THICK LAST LIFT OF NEW STRUCTURAL SECTIONCONST CONC SDWK PER CITY OF AC IS 0.2' CONC WALKWAY ( 0.33' HMAFRESNO STD DRAWING P-5 AND 0.33' HMA AC IS 0.2'p_g 0.83' AB OVERLAY) OVERLAY) 0.83' AB NEW STRUCTURAL SECTION XIST MEDIAN CURB COMPACT 6" CNS 0.33, HMA TO 90%TYP 0.83' AS COMPACT 0.5' CNS TO 95%TYP COMPACT 0.5' CONST ADA CONC RAMP PER CNS TO 95% TYP CONST ADA CONC RAMP PER CITY CITY OF FRESNO DRAWING STD OF FRESNO STD DRAWING P-28 P-28 6" CNS STA 23+43.04 GGMPTOT900%nP COMPACT G.5' CROSS SECTION A - GRANTLAND AVE CONST CONC SDWK PER CITY CNS TO 95%TYP CS-1 SCALE N.T.S OF FRESNO STD DRAWING P-5 130.00' (E) R/W EXIST 20.00' 110.00' LANDSCAPE EASEMENT 55.00' 30.00' EXIST 10.00' PUBLIC UTILITY EASEMENT (E) EXIST 7.00' R/W PEDESTRIAN EASEMENT 30.00, 14.00' 4.70' 10.50' 35.00' 13.00' EXIST LANDSCAPE SOWN LANDSCAPE� EXIST ROADWAY 16 50' �ROADWAY� CONST 6" CONCMEDIAN ISLAND MEDIAN CURB W/ MEDIAN 6"B W/ NC 1.00' 1.00' MIDI MAINTENANCE CE 1 OOGRIND AND HMA OVERLAY 2' MAINTENANCE BAND PER CITY OF BAND PER CITY OF 7 FRESNO STD 0'2 OG FOG SEAL SAWCUT LINE FRESNO STD SAWCUT LINE DRAWING P-9 DRAWING P-9 SAWCUT LINE 1 5% 1.5% 1.8% _________ _____________________ ___ _ _ Z-_ _! _________________ -------------------------------------------------- _____ 1 - f _ 1.9% \ -------------------------- -- ---------- -------------- --- ---------------------------- ----------------------------- EXIST STRUCTURAL SECTION 0.58' ---------------�i EXIST CONC SDWK AC PLUG EXIST STRUCTURAL SECTION DEMO EXIST CONC RAMP 0.58' AC PLUG 0.33' HMA 0.58' AC PLUG 0.33' HMA SAWCUT LINE AND RE-ESTABLISH 0.83' AB 0.83' AS LANDSCAPE BACKFILL WITH SOIL AND COMPACT TO 85% COMPACT 0.5' CNS TO 95%TYP CONST CONC C&G PER CITY OF FRESNO STD DRAWING P-5 STA 24+43.23 2 CROSS SECTION B GRANTLAND AVE cs-1 SCALE N.T.S DATE RECORD DRAWING SCALE ESS/ F PROJECT �, coU DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE CROSS SECTIONS DRAWN: KCS 12/17/24 No. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK N.T.S 12-17-24 CHECKED: R DETERMINATION,OF WAY DATA AND ACCURATE ACCESS DETERMINATN,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING ,�ANNING O lliffig�O C SUPERVISING ENGINEER DATE Sq CI�\F„aP ROAD NO. BRIDGE NO. �F$ES� DRAWING NO. 11326 SHEET NO. 04 TOTAL 17 SEE DETAIL BELOW FOR DANTE /L W CLUB R/W AGREEMENT P/L W Q CONTROL POINT 101 Q 0_ Q g (n J --- -----------------------CONTROL POINT 102-------------------- --------------------------------------------------- -___ � m 10q+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20-1 21+00 22+00 23+00 4 0 25+ O 26+001 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00�36+40 STA 10+00.00 ~ N GRANTLAND AVE G LIN CONTROL POINT 10STA 36+39.93 N: 6293426.79 CONTROL POINT 737 - E: 6293426.79 _ _- N: 2183799.37 E: 6293396.83 Y CONTROL POINT 768 CONTROL POINT 100 a z 0 G LINE-LINE TABLE SURVEY CONTROL: HORIZONTAL CONTROL BASIS OF BEARINGS: n NUMBER LENGTH LINE/CHORD DIRECTION Q SCALE 1"=100' a 2639.93' S00'39'00.91"W I THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 4 TOWNSHIP 13 SOUTH, RANGE 19 °o EAST, MOUNT DIABLO BASE AND MERIDIAN WAS ASSUMED TO BEAR S 00'39'01" W. 100 50 0 100 a o BASIS OF VERTICAL CONTROL: N GRAPHIC SCALE: 1"=100' CITY OF FRESNO BENCH MARK TBM, 4768, A CHISELED BOX ON A CONCRETE MEDIAN CURB, ON THE WEST SIDE OF THE MEDIAN ISLAND, NEAR THE SOUTH PROPERTY LINE PROJECTION OF HERNDON BARSTOW SCHOOL, HAS AN NGVD29 ELEVATION OF 288.229' PER CITY OF FRESNO BENCHMARK RECORDS. 0 3 0 o O U N Z LOT 720 F O FORKNER FIG GARDENS O^ SUBDIVISION No 7 PLAT VOLUME 10 PAGE 17 o O FRESNO COUNTY RECORDS p 1995-0048404 Z EAST LINE OF THE - = WEST 35' OF LOT 720 d N w P/L 70' oN�_ — �z _ aIf N N W OU�3xxo� ^W xa M/a �s xa e' W� ® xa g mafmw a a v�i g 6O eFRON 00 a �o EQ t 00 U N/W CORNER OF LOT 0 0 0 m o 0 J N W Z O 0 W U Z o (n S/L 0 O d +00 20+00 21+00 G LINE 4+00 CITY OF FRESNOgymss25+00 No ESNO a Y O « z * o Q N GRANTLAND AVE o N 4 z a m _ a X IrX, m/a mfa m/a m d 101 ONlA�Ab'd 100HOS �. B RIGHT OF WAY SCALE 1"=20' W i 0 20 10 0 20 0 m 1!n"w .whack bDIDW. GRAPHIC SCALE: 1"=20' Call before you dig. 0 a DATE RECORD DRAWING SCALE Ess/ F PROJECT �, CoU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE HORIZONTAL CONTROL DRAWN: KCS 12/17/24 No. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK W , 12-17-24 g HC-1 CHECKED: SA 12/17/24 \P �� lliffi a SUPERVISING ENGINEER DATE `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�GFCPUFCk� ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 05 TOTAL 17 } DEMOLITION NOTES (D REMOVE AND DISPOSE OF CONCRETE ADA RAMP O REMOVE AND DISPOSE OF CONCRETE WALKWAY O REMOVE AND DISPOSE OF CONCRETE CURB O REMOVE AND DISPOSE OF STAMPED CONCRETE O REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER O REMOVE AND DISPOSE OF TRUNCATED DOMES O REMOVE AND DISPOSE OF SIDEWALK 1701 O REMOVE AND REPLACE CHANNELIZERS Y PROTECT MEDIAN CURB IN PLACE o CL.> 10 PROTECT CURB AND GUTTER IN PLACE � rn L a Q w a DEMOLITION LEGEND: o REMOVE AND DISPOSE OF N EXISTING EP STA. 22+36.96, -26.64, LT "G" LINE n BEG SAWCUT LINE _ - ASPHALT CONCRETE N 0 0 0 0 O O - O CLEAR AND GRUB G G G CD G G C Gr. G �� G o + REMOVE CONCRETE WALKWAY, STAMPED G G G G - STA. 22+76.96, -30.07, LT "G" LINE r7 o G G STA 22+36 96, -22 64, LT "G" LINE '� CONCRETE, MEDIAN CURB, DETECTABLE G SAWCUT LINE, AP N o -7CT9J G AVO SAWCUT LINE, AP WARNING DEVICE, CURB AND GUTTER, ALVO Q AND ADA RAMP N.VO STA. 22+36 07, -7.42, LT "G" LINE CVO SAWCUT LINE, AP (n o A1V0 CVO g CVO - - - - - -SAWCUT LINE W W w 9 4 GO N 3 W GENERAL NOTES: z N 21+00 G" LINE 23 J 1) FOR SIGNAGE AND STRIPING DEMOLITION AND S SI " S IMPROVEMENTS SEE SHEET 11-13 z STA. 21+46.82, 6.19, RT "G" LINE U SAWCUT LINE, AP Q 2) FOR UTILITY DEMOLITION AND IMPROVEMENTS SEE SHEET 10 j - 01 3) FOR IMPROVEMENTS SEE SHEET 08-09 STA. 21+46.80, 8.06, RT "G" LINE I- o BEG SAWCUT LINE 0 BEG CURB REMOVAL BEG STAMP CONCRETE REMOVAL m x x w I 1 1 STA. 21+46.80, 9.06, RT "G" LINE 1 1 1 1 1 1 SAWCUT LINE, AP N GRANTLAND AVE � STA. 20+62.96, 4482, RT "G" LINE N SAWCUT TO NEAREST JOINT r1 SDWK REMOVAL N _ o o �^ a 10 EXISTING EP 10 STA. 20+70.96, 4482, RT "G" LINE STA. 22+11.21, 44.97, RT "G" LINE STA. 22+15.21, 44.97, RT "G" LINE Y SAWCUT TO NEAREST JOINT SAWCUT TO NEAREST JOINT SAWCUT TO NEAREST JOINT a SDWK REMOVAL SOWN REMOVAL SDWK REMOVAL x � r w " " 3 3 3 �I" 3 STA. 22+11.21, 54.88, RT "G" LINE_ 3 3 "IJ 3 SAWCUT TO NEAREST JOINT 0 7 SDWK REMOVAL e NTVM3015 w m M/a z STA. 20+70.96, 54 72, RT "G" LINE > o SAWCUT TO NEAREST JOINT SDWK REMOVAL v Y 7 STA. 22+15.21, 54 89, RT "G" LINE z w SAWCUT TO NEAREST JOINT = STA. 20+62.96, 54.72, RT "G" LINE 3 SDWK REMOVAL SAWCUT TO NEAREST JOINT w SDWK REMOVAL rr 0 O w m 1lnaw whack bDIDW. Cell before you dig. 0 a DATE RECORD DRAWING SCALE LSS/ F PROJECT �, coU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE DEMOLITION PLAN w DRAWN: KCS 12/17/24 10 5 O 10 No. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 D-1 CHECKED: SA 12/17/24 GRAPHIC SCALE: 1"=10' a SUPERVISING ENGINEER DATE `rT CIVIL / FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�GFCPUF ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 06 TOTAL 17 } DEMOLITION NOTES: O REMOVE AND DISPOSE OF CONCRETE ADA RAMP 1 STA. 24+55.33, -56.19, LT "G" LINE O REMOVE AND DISPOSE OF CONCRETE WALKWAY END SAWCUT LINE END SEWN REMOVAL O REMOVE AND DISPOSE OF CONCRETE CURB 10' WIDE P.U.E AND PEDESTRIAN EASEMENT 'STA. 24+31,14, -56,24, LT "G" LINE O REMOVE AND DISPOSE OF STAMPED CONCRETE BEG SAWCUT LINE J I\\ € BEG SOWN REMOVAL O REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER 0 O6 REMOVE AND DISPOSE OF TRUNCATED DOMES 0 O7 REMOVE AND DISPOSE OF SIDEWALK O 0 O STA. 23+93.96, -44.76, LT "G" LINE 111VM3OIS 3132iON00 o _ O8 REMOVE AND REPLACE CHANNELIZERS END SAWCUT LINE o 0 /21 M ry T a o 0 M/21 1 M/21 M 21 O9 PROTECT MEDIAN CURB IN PLACE z 06 6 STA. 24+53.94, -44.85, LT "G" LINE 10 PROTECT CURB AND GUTTER IN PLACE END SAWCUT LINE a U W O 3 = END C&G REMOVAL Z W O Z u3 ne ONV eanO 3 EXISTING EP O W a W EXISTING EP - - - - STA. 24+53.95, -42.02, LT "G" LINE _ — — U c� BEG SAWCUT STA. 4+24.0LINE4478, LT "G" LINE SA CU=IcHUT1LIN AP DEMOLITION LEGEND: - - v BEG C&G REMOVAL 31 a nc STA. 23+94.01, -39.33, LT "G" LINE o _ Cs as REMOVE AND DISPOSE OF STA. 23+62.05, -39.33, LT LIN LINE SAWCUT LINE, AP SAWCUT LINE, AP STA. 24+23.96, -41.95, LT "G" LINE ASPHALT CONCRETE 0 0 " SAWCUT LINE, AP N STA. 23+95.56, -9.02, LT "G" LINE SAWCUT LINE, AP n G CLEAR AND GRUB G G G o G STA. 24+37.92, -9.32, LT "G" LINE G// G�� 0 � o / G SAWCUT LINE, AP + STA. 23+31 37, -9 16, LT "G" LINE STA. 23+95.57, -8.07, LT "G" LINE r7 SAWCUT LINE,AP END SAWCUT LINE i STA. 24+48.72, -9.26, LT "G" LINE REMOVE CONCRETE WALKWAY, STAMPED o CONCRETE, MEDIAN CURB, DETECTABLE N BEG CURB REMOVAL STA. 24+37.92, -8 32, LT "G" LINE SAWCUT LINE, AP o / END SAWCUT LINE WARNING DEVICE, CURB AND GUTTER, o Q STA. 23+90.10, -8.03, LT "G" LINE BEG CURB REMOVAL STA. 24+48.73, -8 26, LT "G" LINE AND ADA RAMP STA. 23+31.37, -8.16, LT CURB REMOVAL, AP END SAWCUT LINE -SAWCUT LINE PROTECT CURB IN PLACE ""` \ BEG CURB REMOVAL 9 - - - - - W END CURB REMOVAL 9 N W 3 STA 24+37 87, BEG SAWCUT LINE Nz _ za+oo 7 END CURB REMOVAL 2 . �� 313tlON0003dWV1Sd03O03 ,�\ GENERAL NOTES: 3 CITY O R RR ES N O 25+00 1) FOR SIGNAGE AND STRIPING DEMOLITION AND S STA. 24 3 88, 933, R G LINE 'G' LINE IMPROVEMENTS SEE SHEET 11-13 w 4 SAWCUT LINE, AP 6 COUNTY OR RESNO Q 2) FOR UTILITY DEMOLITION AND IMPROVEMENTS SEE SHEET 10 ............. 313i1ON0003dWtl15 j03003 3) FOR IMPROVEMENTS SEE SHEET 08-09 a —STA. 23+31.37, -7.58, LT "G" LINE 6- STA. 24+48.91, 8.23, RT "G" LINE � SAWCUT LINE, AP X J STA. 23+95.02, 8.22, RT "G" LINE STA 23+95.66, 8 23, RT "G" LINE 9 — CURB REMOVAL, AP END SAWCUT LINE END SAWCUT LINE Z END CURB REMOVAL N / END CURB REMOVAL - m STA. 24+48.92, 9.23, RT "G" LINE x N GRANTLAND AVE STA. 23+95.67, 9.22, RT "G" LINE SAWCUT LINE, AP __181S 311HM w SAWCUT LINE, AP 1 1 1 1 1 STA 23+34 54, 39.08, RT "G" LINE _I (---- 3H0 I °° 3HO 3HO a SAWCUT LINE, AP STA. 23+55.54, 39.08, RT "G" LINE 8 SAWCUT LINE, AP rc N3938IM0OH/OOOM c� a SF 0 0 � � o a 5 NCP - STA. 23+34,54, 44.84, RT "G" LINE Q STA. 23+55.54, 44.85, RT "G" LINE om Y BEG C&G REMOVAL U END C&G REMOVAL w. 3¢ EXISTING EP x � w STA. 23+34.54, 55.00, RT "G" LINE o 3 BEG SAWCUT LINE STA. SAWCUT 5LI 54.95, RT "G" LINE�HOS END SAWCUT LINE SOWN REMOVAL 2 3 Is SOWN REMOVAL AT CONCRETE JOINT D_ a a I W 0 7 wa m Z oi Y c Z � Q x 00� U w I a U d m � m5 O_ o O w m 1lnaw whack bDIDW. Cell before you dig. 0 a DATE RECORD DRAWING SCALE LSS/ F PROJECT �, coU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE DEMOLITION PLAN w DRAWN: KCS 12/17/24 10 s o 10 No. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 D-Q CHECKED: SA 12/17/24 GRAPHIC SCALE: 1" SUPERVISING ENGINEER DATE =10' a `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�Cf CPUF ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 07 TOTAL 17 } CONSTRUCTION NOTES: O BACKFILL WITH SOIL AND COMPACT TO 85% OCONSTRUCT CONCRETE MEDIAN ISLAND CURB PER CITY OF FRESNO STD DRAWING P-9 OCONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FRESNO STD DRAWING P-5 O CONSTRUCT ADA RAMP PER CITY OF FRESNO _____ STD DRAWING P-28 .�L ___ ____ 3 K-- -`T _�__ O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER CITY PLAN OF FRESNO STD DRAWING P-5 DIMENSIONS PER ___ 1995-0048404 EAST LINE OF THE WEST 35' DAY LIGHT LINE O FURNISH AND INSTALL DETECTABLE WARNING DEVICES ! OF LOT 720 PER CITY OF FRESNO STD DRAWING P-32 -- OFURNISH AND INSTALL BOLLARD PER CITY OF 7 FRESNO STD DRAWING P-61 a®I STA 22+76.96, -30.07 LT "G" LINE O CONSTRUCT 2' STAMPED CONCRETE MAINTENANCE ............ Y GRIND AND OVERLAY STA 22+89 09, -34 63 LT "G" LINE BAND PER CITY OF FRESNO STD DRAWING P-9 w -------------------------------- ------- ------------------ PROPOSED ASPHALT, AP ELEV 286.65 FS M/b A��----------------- --M-/�}---------------- MI21 M/21 _ M z L ELEV 286.85 EP _ ELEV (286.65) OG O PROTECT EXISTING MEDIAN CURB IN PLACE 0 y - STA. 22+87.56, -37.11, LT "G" LINE 10 CONTROLLER PAD. REFER TO TRAFFIC SIGNAL PLANS FOR o' Q p, -- �'�� NECESSARY UNDERGROUND SEE SHEET 15-17. BEG MOUNTABLE DIKE TYPE E FL ELEV' 286.69' O SIGNAL POLES PER TRAFFIC SIGNAL PLANS SEE SHEET G" 15-17 g :-"- /STA 22+81.49, -35.86 LT "G" LINE PROPOSED ASPHALT CONSTRUCTION LEGEND: o EDGE OF PAVEMENT STA. 22+36.96, -26.64 LT "G" LINE ELEV 286 73 EP PAVE TO DRAIN TO N `__-- PROPOSED ASPHALT �-- EXISTING DRAIN INLET 0.33' HMA/ 0.83' AB o EXISTING EP CONFORM (2 EXISTING — , ELEV 87.06) EP ---------------------------------- N O O O - _ O O STA. 22+36.96, -22.64 LT "C" LINE `a� _ STA. 21+86.31, -0 62 LT "G" LINE 287 a 12" WIDE PLUG - END STAMP CONCRETE BEG GRIND AND HMA OVERLAY _ c� BEG STAMP CONCRETE MAINTENANCE BAND PROPOSED ASPHALT - - O CONFORM TO EXISTING CONFORM TO EXISTING G -- G O o - G ELEV (287.21) EP -' -9-287 -- + CONCRETE WALK c� G G STA 21+46.82, 5.47 RT "G" LINE ELEV (287 87) EP G G —� 8 u --------- I+ 00 TD G G BEG STAMP CONCRETE �� / N °a 4° 0.42' PCC ALVO CONFORM (2 EXISTING o STA 22+36 22, -8.07 LT "G" LINE STA. 22+36.96, -8.07 LT "G" LINE Q ELEV (287.99) EP ALVC � VO STAMP CONCRETE MAINTENANCE BAND, AP BEG GRIND AND HMA OVER � CONFORM TO j EXISTING v y0 PROPOSED ASPHALT 9 V7 GRIND AND OVERLAY ELEV (287.48) EP CONFORM TO EXISTING 0.2' HMA W w STA. 21+46.80, 8.06 RT "G" LINE N GRANTLAN� AVE ELEV (287+48) EP AlV N BEG MEDIAN CURB N BEG STAMP CONCRETE W GRASS w CONFORM TO EXISTING -____ Z ------------------ 21+00 ELEV (287.45) EP "G" LINE 22+ J -_ 4 IS z S -- ------- ' - ° S -- �SOIL a X _ FOG SEAL STA. 21+46.80, 9.06 RT "G" LINE STA. 21+86.31, 814 RT "G" LINE 2 SEE SHEET 14 DETAIL B BEG GRIND AND HMA OVERLAY BEG STAMP CONCRETE MAINTENANCE BAND FOR CURB DETAIL N CONFORM TO EXISTING END STAMP CONCRETE m ELEV (287.43) EP MEDIAN CURB = CONFORM TO EXISTING 287 - w i L 1 ELEV (287.35) EP i L 1 GENERAL NOTES: N 1) FOR SIGNAGE AND STRIPING DEMOLITION AND IMPROVEMENTS SEE SHEET 11-13. N a ___ - 2) FOR UTILITY DEMOLITION AND IMPROVEMENTS SEE SHEET o ___________------287----'-STA. 21+46.78, 42.82 RT "G" LINE 10. a -- -STA 20+62 96, 44.82 RT "G" LINE BEG GRIND AND HMA OVERLAY o ELEV 0+62 5) SDWK CONFORM TO EXISTING 3) ALL STATION OFFSET ARE AT EDGE OF PAVEMENT, FLOW CONFORM TO EXIST ELEV (286.65) EP LINE AND SAWCUT LINES. Y EXISTING EP a STA. 20+70.96, 44.82 RT "G" LINE STA 22+1 L21, 44.97 RT "G" LINE STA. 22+15 21, 44.97 RT "G" LINE 4) SEE SHEET 14 FOR GRADING ON CURB RAMPS AND = ELEV (287.13) SDWK CONFORM TO EXIST ELEV (286.85) SDWK ELEV (286 84) SDWK J a m� --------____ CONFORM TO EXIST , m� CONFORM TO EXIST w ej 3 3 3 -__ 3----- 3 3 e, 5 -____________287------- ---- NTVM301S 5 m STA. 20+70.96, 54.72 RT "G" LINE - � ELEV (287.32) SDWK M/w STA. 22+11.21, 54.88 RT "G" LINE STA. 22+15.21, 54.89 RT "G" LINE o CONFORM TO EXIST w¢ ELEV (287.00) SDWK ELEV (286.99) SDWK o 3 CONFORM TO EXIST CONFORM TO EXIST STA. 20+62.96, 54.72 RT "G" LINE i = ELEV (287.33) SDWK 3 0 3 CONFORM TO EXIST d o' 0 O w m I(nmv what5 b@IOW. Cell before you dig. 0 a DATE RECORD DRAWING SCALE LSS/ F PROJECT �, CCU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE CONSTRUCTION PLAN w DRAWN: KCS 12/17/24 10 5 0 10 No. c76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 CHECKED: SA 12/17/24 GRAPHIC SCALE: 1"=10' a SUPERVISING ENGINEER DATE `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�GFCPUF ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 08 TOTAL 17 } CONSTRUCTION NOTES: O1 BACKFILL WITH SOIL AND COMPACT TO 85% STA. 23+93.96, -44.76 LT "G" LINE a CONSTRUCT CONCRETE MEDIAN ISLAND CURB STA 23+24.51, -44.76 LT "G" LINE END C&G' O BEG C&G CONFORM TO EXISTING PER CITY OF FRESNO STD DRAWING P-9 EDGE OF PAVEMENT ELEV (287.43) TC N O CONSTRUCT CONCRETE CURB AND GUTTER ELEV 287.29 TO cn PER CITY OF FRESNO STD DRAWING P-5 ELEV 286.79 FL ELEV (286.93) FLn v G) CONSTRUCT ADA RAMP PER CITY OF FRESNO --- SEE DETAIL A ON SHEET 14 STD DRAWING P-28 FOR ADDITIONAL INFORMATION a O CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER CITY PLAN `.` ---_ 289-- ., ¢ OF FRESNO STD DRAWING P-5 DIMENSIONS PER 10' WIDE P U.E AND 288 DAY LIGHT LINE o w O FURNISH AND INSTALL DETECTABLE WARNING DEVICES PEDESTRIAN EASEMENT �� ,'., z� wPER CITY OF FRESNO SLID DRAWING P-32 T_ 70 /- g N = FURNISH AND INSTALL z------ --- --------------_------------- 'oo w z r O7 FRESNO STD DRAWINGLARD PER CITY OF P-6 o e rc SEE DETAIL A ON SHEET 14 0 O w w 0 0 5 a� ° FOR ADDITIONAL INFORMATION 1ilVM3OIS 313JON00 w o w O CONSTRUCT 2' STAMPED CONCRETE MAINTENANCE Y DAY LIGHT LINE ° -10 - -7 ° o_ BAND PER CITY OF FRESNO STD DRAWING P-9 M/b ° ,`M STA. 24+24.01 "G" LINE MIN M/N - o MIN '� o m__� L� �E�' BEG C&G 0 j a O9 PROTECT EXISTING MEDIAN CURB IN PLACE zo STA. 23+24+51, -44.76, LT 11 4 n 6 STA. 23+89.60, -42.93, LT "G" LINE'S -} CONFORM TO EXISTING -_ ^ CONTROLLER PAD. REFER TO TRAFFIC SIGNAL PLANS FOR "G" LINE ° ° LIP OF GUTTER, AP"' z ELEV (287.61) TC -'288--_____-_-- -- 10 (n- j 3 NECESSARY UNDERGROUND SEE SHEET 15-17. .END MOUNTABLE DIKE TYPE E 28 ° a ELEV 287.05 FS .r ELEV (287.11) FL 3 .j; h:'n'�i - - FL ELEV: 286.79' ' >- W + a3unD aNtl eanD 3 --"-3 11 SIGNAL POLES PER TRAFFIC SIGNAL PLANS SEE SHEET 1 _ - - _ �_ 15-17 ------------ U STA. 24+53.94 "G' LINE CONSTRUCTION LEGEND: o EXISTING EP 287 STA. 23+94.01, -39.33 LT "G" LINE 3 END C&G n = END GRIND AND OVERLAY ro '- FOG SEAL 3d12i,CONFORM . EXISTING STA. 27+71.52, -43.1 LT "G" LINE PROPOSED ASPHALT ELEV (28775) TO 3 END FOG SEAL N U US ELEV (287.25) FL OS US 0.33' HMA/ 0.83' AB o �� CONFORM EXISTING ELEV (287.1.17) EP ------- � STA. 23+37.04, -8.15 LT "G" LINE, - STA. 23+62.05, -39.33 LT "G" LINE .STA. 23+94\01, -9.03 LT "G" LINE 288-- N MEDIAN CURB AP GRIND AND OVERLAY END GRIND AND OVERLAY STA. 24+37.92 "G" LINE G - 12" WIDE PLUG MAINTENANCE BAND, AP PROPOSED ASPAHLT FOG SEAL / BEG MEDIAN CURB CONFORM TO EXISTING G ELEV 287.04 EP O CONFORM TO EXISTING G// CONFORM TO EXISTING G/ TLAND PAVE 0 o + - ELEV (287.57) EP A Z ELEV (287+70) EP ELEV (288.54) TO - `" STA. 23+31.37, 8.16 LT "G" LINE (n ?, ELEV (288.04) FL CONCRETE WALK o N - STA 23+49 04, -8 13 LT "G" LINE STA. 23+95.57, -8 07 LT "G" LINE BEG MEDIAN CURB / W d° 0.42' PCC MEDIAN CURB STA. 24+48.73, -8.26 LT "G" LINE N STAMP CONCRETE MAINTENANCE BAND U LL- END MEDIAN CURB 2 o Q STAMP CONCRETE MAINTENANCE BAND END MEDIAN CURB u� CONFORM TO EXISTING CONFORM TO EXISTING (, O LL END STAMP CONCRETE MAINTENANCE BAND CONFORM TO EXISTING (/1 / CONFORM TO EXISTING ---"- GRIND AND OVERLAY i W 9 ELEV (287.55) EP i / ELEV (287 61) EP 9 ----_ -' ELEV (288.59) TC STA. 27+71.52, -8.45, LT "G" LINE W �0� 2 ELEV (287.72) EP - ELEV (288.09) EP 9 END FOG SEAL 0.2' HMA w O O O 313ilONOO O3dWtl1Sd 3003 z a/ CITY OF FRESNO GRASS 24+00 STA. 24+37.87 8.32 RT, "G" LINE STA. 24+48.91, 8.23 RT "G" LINE 25+00 = 6 BEG MEDIAN CURB END MEDIAN CURB C z U 8 \ 1 ° CONFORM TO EXISTING $ COUNTY OF FRESNO w / SEE DETAIL B ON SHEET 14. 1 CONFORM TO EXISTING Q 6 7 ,FOR ADDITIONAL INFORMATION g ELEV (288.04LEP ELEV (288.17) TC SOIL g - ELEV 287.54 9 O O O "288--___ ( ) ELEV (287 67) EP 7 c ° Y `313a0N0003dWtl1S iO3O � X X d - FOG SEAL 2 J 1 2 STA 24+63.03, 8.23 RT "G" LINE 1 STA. 23+37.04, 8.19 RT "G" LINE LIMIT OF GRIND AND OVERLAY N MEDIAN CURB STA. 23+95.66, 8.23 RT "G" LINE I STAMP CONCRETE MAINTENANCE BAND END MEDIAN CURB m CONFORM TO EXISTING END STAMP CONCRETE MAINTENANCE BAND STA. 24+63.03, 2203 RT "G" LINE LIMIT OF GRIND AND OVERLAY CONFORM 2 EXISTING =�1O1j�L;�N� GENERAL NOTES: w ELEV (287.30) EP------___ ELEV (287.37) EP I 1 ; STA. 23+49 04, 8.20 RT "G" LINE w 1) FOR SIGNAGE AND STRIPING DEMOLITION AND MEDIAN CURB IMPROVEMENTS SEE SHEET 11-13. STAMP CONCRETE MAINTENANCE BAND 3H0 3Hn 3H0-' a F___ 3H0 01 pa j CONFORM TO EXISTING _ -- - - ------------------ -------------- MIN 2 FOR UTILITY DEMOLITION AND IMPROVEMENTS SEE SHEET rc _ ;-----_-- N3d=181MOOH/OOOM ) w ELEV (287.31) EP 10 oIt n o� ti o OL'` " --='" -------____ 3) ALL STATION OFFSET ARE AT EDGE OF PAVEMENT, FLOW om ;� - - LINE AND SAWCUT LINES. Y 3 - - _._.___._.___ 3 4) SEE SHEET 14 FOR GRADING ON CURB RAMPS AND WALKWAY. 3 3 �O 11 � NCp"(J AVM3AId0 100HCS 0 6 TV ` - _________287______________ � M SEE DETAIL C ON SHEET 14I Q 4 FOR ADDITIONAL INFORMATION ° m Z ILL! 6 �Z U Y LL = 003 w� 1 aU o O w m I(nmv what5 b@IOW. Cell before you dig. 0 a DATE RECORD DRAWING SCALE LSS/ F PROJECT �, CCU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE CONSTRUCTION PLAN w DRAWN: KCS 1vn/za 10 s o 10 ND. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 CHECKED: SA 12/17/24 GRAPHIC SCALE: 1"=10' L-2 a SUPERVISING ENGINEER DATE `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�Cf CPUF ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 09 TOTAL 17 } UTILITY NOTES: HAWK TRAFFIC SIGNAL 10 WIDE P U.E AND CITY OF FRESNO CONTROLLER PAD AREA 1 PROTECT GAS VALVE IN PLACE PEDESTRIAN EASEMENT\` _ _ 18 — SEE SHEETS 15-17 — ELECTRICAL LINE OFURNISH AND INSTALL HIGH—INTENSITY ACTIVATED CROSSWALK PER CITY OF FRESNO STD DRAWING E-24C >p 7 6 •,.,..,as�auoxo� AND SHEET 15-17, TRAFFIC SIGNAL PLANS °}. ° REMOVE EXISTING FLASHING BEACON POLE to ao 20 FMFCD SD PIPE 0• 8 0 .d 3 O REFER TO TRAFFIC SIGNAL PLANS SEE SHEETS 15-17 o` EXISTING EP �w L j O4 PROTECT STREET LIGHT IN PLACE COUNTY OF FRFCNO� PAVE TO DRAIN TO 10 8 C2 EXISTING DRAIN INLET 19 us ILL O PROTECT WATER METER VAULT IN PLACE 0 W GD O6 REMOVE AND DISPOSE ABANDONED GAS VALVE BY OTHERS cJ o// - �'f O REMOVE AND SALVAGE EXISTING CABINET TO THE CITY OF O O O FRESNO. REFER TO TRAFFIC SIGNAL PLANS SHEET 15-17 2 z z PGE OVERHEAD.LINE 7 -r/-7/ w REMOVE AND DISPOSE, REFER TO TRAFFIC SIGNAL PLANS z c CITY OF FRESNO uro aro— p o UND RGROUND LINE O O SEE SHEET 15-17. 1 F/ 0 0 18" PVC SEWER LINE CD} of 00000 9 25 Ln O ADJUST SEWER MANHOLE LID TO GRADE BY OTHERS -00 21+00 // 4+00 / gymss25 N "G" LINE • CITY OF FR NO 10 ///\ / _ /// / /\ COUNTY OF RESNO Q 10 ADJUST STORM DRAIN MANHOLE LID TO GRADE g o0 00 a V7 11 PROTECT STORM DRAIN INLET IN PLACE 15 M o M M M F ro CITY OF FRESNO 16 2 I 16 1 16 Z 12 PROTECT WATER VALVE IN PLACE N 16" WATER LINE /m/ 14 / / , = 13 PROTECT FIRE HYDRANT IN PLACE FMFCD SD PIPE. O SEBASTIAN AND CABLE N GRANT D A Q 14 PROTECT UTILITY POLE IN PLACE N UNDERGROUND CABLE AND CONDUIT EXISTING UG ELECTRICAL/� � 13 LINE, REFER TO TRAFFIC/ e 14 14 15 PROTECT 'GAS ANOADE LID DILIDPLACE PRIOR WCHMASQUARE SECT I SIGNAL PLANS GRIND 3 } 3 3 3 3 3 3 3 0 16 ADJUST WATER VALVE LID TO GRADE BY OTHERS `4 N Aruwna rows 'xt _ 5 ' REMOVE AND DISPOSE OF PULL BOX SEE CONSTRUCTIONS 3 8 M i 8 m"m11 17. COMCAST € 17 NOTES SHEET 15 FOR MORE DETAILS 5 OVERHEAD LINE ohs 18 ADJUST ELECTRIC VAULT TO GRADE BY OTHERS o PGE 21 kV LINE V; 19 PROTECT GAS VALVE LID IN PLACE 20 EXISTING PRIVATE DRAIN INLET, PROTECT IN PLACE w x N w GENERAL NOTES: N H z 1) FOR SIGNAGE AND STRIPING DEMOLITION AND IMPROVEMENTS SEE SHEET 11-13 j 2) FOR DEMOLITION SEE SHEET 06-07 3) FOR IMPROVEMENTS SEE SHEET 08-09 Na Na Ma Ma Ma Ma Ma Ma ma a a M/a cn O 4) SEE SHEET 15-17 FOR TRAFFIC SIGNAL PLANS m_ Q 3 x a FMFCD SD PIPE W I CO as as as as as as as as as as as as as as w O O N GRANTLAND AVE + o a U'D N 00 26+00 W,X 27+00 28 29+00 18" PVC SEWER LINE "G" LINE CI OF FRESNO QQ C UN OF FRESNO s wW M M M Z 16"WATER LINE SEBASTIAN AND CAN J UNDERGROUND CABL AND CONDUIT o = z310 O a Q M/a x./a x./a x.%a x./a xi 7>7 JOINT OVERHEAD (AERIAL) zo PGE 21kV o COMCAST TELEPHONE LINE z s = g d a o' o O w m 1lnaw whack bDIDW. Cell before you dig. 0 a DATE RECORD DRAWING SCALE Lss/ F PROJECT ,�, coU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE `rQ UTILITY PLAN w DRAWN: KCS 12/17/24 zo 10 0 20 No. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 U_1 CHECKED: SA 12/17/24 GRAPHIC SCALE: 1"=20' SUPERVISING ENGINEER DATE a `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�GFCPUF ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 10 TOTAL 17 } SIGNAGE AND STRIPING NOTES: O REMOVE EXISTING CROSSWALK MARKINGS (GRIND). PROVIDE PROPER NOTIFICATION BEFORE REMOVAL PER STATE REQUIREMENTS O REMOVE EXISTING MARKINGS OINSTALL HIGH VISIBILITY CROSSWALK (YELLOW CONTINENTAL) PER CALTRANS A24F O _j O INSTALL "XING" MARKING (YELLOW) PER CALTRANS STD DRAWING A24 INSTALL "SCHOOL" MARKING (YELLOW) PER CALTRANS STD DRAWING W W FURNISH AND INSTALL ROADWAY SIGN AND POST PER CITY (n 6 OF FRESNO STD DRAWING P-91(NO STOPPING ANYTIME) Y N GRANTL.AND AVE STA. 14+79.36, 3.14 RT "G Line" CDO INSTALL BIKE LANE SYMBOL WITH PERSON PER CALTRANS w BEG DETAIL 26 O STD DRAWING A24C a STA. 14+79.24, 8.36 RT "G Line" N O INSTALL BIKE LANE ARROW MARKING PER o BEG DETAIL 26 + CALTRANS STD DRAWING A24A g 13+00 14+00 15+00 "C" LINE 16+00 r O INSTALL 8" WHITE DIAGONAL MARKING EVERY 20 FEET I INSTALL 12" STOP LINE PER CALTRANS STD DRAWING A24G Q 10 AND CITY OF FRESNO STD DRAWING E-24C g STA. 14+97.52, 25.83 RT "G Line" a BEG DETAIL 39 io 11 PROTECT EXISTING SIGN IN PLACE 0 17.3 Z FURNISH AND INSTALL ROADWAY SIGN AND POST N 17 a STA. 14+88.13, 30.83 RT "G Line" 7 8 39 ,I J 12 (SIGN DETAIL No. SHOWN, TYR) \ BEG DETAIL 39A — — — — —27B 60 Q 13 SIGN (SIGN DETAIL Na. SHOWN, TYP) N 39A U FURNISH AND INSTALL OVERHEAD HAWK SIGNAL N STA. 14+88.14, 36.83 RT "G Line" 8.0 < BEG DETAIL 27B 14 REMOVE AND DISPOSE SIGN 25.00' o O15 PLACE (3) BANDS OF YELLOW RETRO—REFLECTIVE TAPE AT 3" SPACING oo j 16 INSTALL TYPE A ARROW PER CALTRANS STD DRAWING A24A Q o Q 17 INSTALL 6" WHITE DIAGONAL MARKING EVERY 10 FEET o Z 18 PROTECT EXISTING PAVEMENT MARKING IN PLACE 19 INSTALL 8" WHITE DIAGONAL MARKING EVERY 5 FEET 20 PROTECT EXISTING PAVEMENT STRIPE IN PLACE N w ^ 21 REMOVE AND DISPOSE SIGN AND POST, REPLACE WITH N _OJ NEW P (CA) MARKER SIGN ON NEW POLE z INSTALL CHANNELIZERS PER CALTRANS A73C IN SAME 22 LOCATION AS REMOVED CHANNELIZERS o: c� No. INSTALL THERMOPLASTIC STRIPING PER CALTRANS i N STANDARD PLANS (DETAIL NO SHOWN, TYP) Q °e W H BEGIN/END OF TRAFFIC STRIPE DETAIL O t W 0] CHANGE OF TRAFFIC STRIPE DETAIL s Q STA. 20+13.86, —8.08 LT "G Line" (n w END DETAIL 26 Lv m/a m/a m/a m/a m/a m/a W W STA 20+13.87, —5.83 LT ••G Line W INSTALL TRAFFIC SIGN END DETAIL 26 (n IIJJ STA 19+95 15, 5 62 RT "G Line" O REMOVE STRIPE OR MARKING N GRANTLANE AVE BEG DETAIL 26 EXISTING PAVEMENT STRIPE O o N STA. 19+95.32, 8.18 RT "G Llne" 20 o GENERAL NOTES: + BE DETAIL 26 o F-- O 1) FOR UTILITY DEMOLITION AND IMPROVEMENTS SEE SHEET 10 18+00 19+00 "G" LINE 20+00 STA 19+97 03, 14 21+00 + Y N 2) FOR DEMOLITION SEE SHEET 06 a Q 7.09 RT "G Line" N ij _ 3) FOR IMPROVEMENTS SEE SHEET 08 STA. 18+05.75, 25.67 RT "G Line 18 _ _ _ _ _ _ Q EN;DETAIL AIL 39 STA. 19+70.84, 25 63 RT "G Line" 18 !:� W7 51-1 �1� 4 THE MINIMUM HEIGHT, MEASURED VERTICALLY FROM THE BOTTOM OF 5000' END DETAIL 39A, BEG DETAIL 39 (nBEG 39A 17.5 12 W16-9P 46 THE SIGN TO THE TOP OF THE CURB, OR IN THE ABSENCE OF CURB, O J STA. 19+70.89, 30.63 RT "G Line W MEASURED VERTICALLY FORM THE BOTTOM OF THE SIGN TO THE = 39 �— — — — — BEG DETAIL 39A 39 Z ELEVATION OF THE NEAR EDGE OF THE TRAVELED WAY, OF SIGNS U 5.0 J INSTALLED AT THE SIDE OF THE ROAD, SHALL BE 7 FEET. m 39A — STA 19+30.97, 44 88 RT "G Line" 39A — — — e — — — _ Z END REPAINT RED CURB 6,p () 5) REMOVE EXISTING MARKERS ALONG MEDIAN (DETAIL 26), FROM 0 27B 278 L_ STATION 14+79 TO STATION 35+72. STA. 17+95.75, 30.67 RT "G Line" _ 8.0 � 6) DETAIL 39 AND 39A SHALL BE STRIPE IN PAINT ON COUNTY _ END DETAIL 39A y 25.00' a S p JURISDICTION AND STRIPE IN THERMOPLASTIC ON CITY OF FRESNO I - 11 JURISDICTION a 51-1 11 12 6V16-9P STA. 20+2NT R 4484 RT "G Line" STA. 19+97 03, o' END REPAINT RED CURB t STA. 19+09.51, 44.89 RT "G Line STA. 19+70.81, 44.86 RT "G LineY 4717 RT "G Line" � o BEG REPAINT RED CURB BEG REPAINT RED CURB _ 1 o w m 1lnaw whack bDIDW. Cell before you dig. 0 a DATE RECORD DRAWING SCALE ��LSS/ F PROJECT �, coU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE SIGNAGE AND STRIPING PLAN 0 DRAWN: KCS 12/17/24 20 10 0 20 No. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 $$-1 CHECKED: SA 12/17/24 GRAPHIC SCALE: 1"=20' SUPERVISING ENGINEER DATE \Q, �� 91ffig6 a `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�CFCPUF ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 11 TOTAL 17 } STA. 22+36.96, C @, #I STA. 24+91.92, -44.88 LT "G Line" -22.64 LT "G Line" STA. 23+49.03, -25.22 LT "G Line" R81(CA) 112 STA. 23+72.12, STA 24+89.08, END RED CURB SIGNAGE AND STRIPING NOTES: BEG DETAIL 27B BEG DETAIL 27B R81 B(CA) - - - - --47.37 LT 'G Line - - - - - - -47.73 LT "G Line' BEG 8" BEG 8" WHITE DIAGONAL LEFT w STA. 23+77.36, D-z WHITE DIAGONAL 6 o a w �r z r RIGHT -25.22 LT "G Line" w� _ _ _ _ _ _ _ _ _ _ _ O1 REMOVE EXISTING CROSSWALK MARKINGS (GRIND). PROVIDE PROPER STA. 23+24.51, -44.76 LT "G Line" 6 - - - - - - - - - - - - �- z z BEG RED CURB wo 53 3ti,xo, a z¢- _o w o w NOTIFICATION BEFORE REMOVAL PER STATE REQUIREMENTS `a STA. 23+37.03, -24.97 LT "G Line" d o 0 o g"' Q ^o¢ a O2 REMOVE EXISTING MARKINGS t END DETAIL 27B- agz z m/a a 14 -STA. 24+93.02, m w a wT W <o END 8" WHITE DIAGONAL a=o w / -37.17 LT "G Line" d 1 a '�a O INSTALL HIGH VISIBILITY CROSSWALK (YELLOW CONTINENTAL)o0 1�w �;$. BEG 27B �' O PER CALTRANS A24F EXISTING EP = 45.5 8.0 m O INSTALL "XING" MARKING (YELLOW) PER CALTRANS STD DRAWING A24D co _ STA. 23+77.53, 9 276 3Me -20.22 LT "G Line" W O INSTALL "SCHOOL" MARKING (YELLOW) PER CALTRANS STD DRAWING A24D W g 19 276 S W cf) BEG DETAIL 39 1 36.6' 5.00 (n FURNISH AND INSTALL ROADWAY SIGN AND POST PER CITY 3 5 3g \ O O OF FRESNO STD DRAWING P-91(NO STOPPING ANYTIME) Y 0O N GRANTLAND AVE R10-23 13 END DETAIL 28.50' 167� \ `/ \ \ O O INSTALL BIKE LANE SYMBOL WITH PERSON PER CALTRANS STA. 22+13.17, DETAIL 26 26 R10-6 12' \ \' DETAIL 26 \ 2 \ \ Lin STD DRAWING A24C w O „ . 23+08.53, -- -V�71 O 18.11 RT G Line " 12 10 \ \ \ \ 2 \ r d 5.93 T G Line' + INSTALL BIKE LANE ARROW MARKING PER I + o 0 0 0 0 � a..,.,a,,.o�, BEG DETAIL cO 8 CALTRANS STD DRAWING A24A o N END DETAIL 4+00 25+00 26+00 K[i N "G' LINE „ 26 14 CITY OF FR NO N -STA. 23+OS 95, 26.85 RT "G Line 26 O INSTALL 8" WHITE DIAGONAL MARKING EVERY 20 FEET a BEG DETAIL 11 COUNTY OF FRESNO 11 o q END DETAIL 39 I Q e o000 < 10 INSTALL 12" STOP LINE PER CALTRANS STD DRAWING A24G [n 2 �' 2 R10-6 X �` [n AND CITY OF FRESNO STD DRAWING E-24C \ \s 12 STA. 23+77.53, 1 INSTALL BLUE FIRE a DETAIL 26 0 � 15 -6.10 LT "G Line" PAVEMENT MARKER DETAIL 26 W 11 PROTECT EXISTING SIGN IN PLACE W 17.5 Z \ \ \ 3 STA. 24+30.68, 20.44 RT "G Line" z J 2 J FURNISH AND INSTALL ROADWAY SIGN AND POST 10 BEG DETAIL 27B = 12 (SIGN DETAIL No. SHOWN, TYR) 3xo 3xo x x O 28.50' 12' 22 3 » Q 13 FURNISH AND INSTALL OVERHEAD HAWK SIGNAL 27B 6.0 STA. 23+10.79, 500'- 13 R10-23 a§ 21 STA. 24+63.03, 20.33 RT "G Line" O SIGN (SIGN DETAIL No. SHOWN, TYP) STA. 23+08.52, 30.84 RT "G Line 46.81 RT "G Line 22 Qa RIGHT END DETAIL 27B 8.0 END DETAIL 39A 6 14 REMOVE AND DISPOSE SIGN ij r o STA. 24+21.31, � STA 22+75.97, 44.84 RT "G Line" LEFT 23 wo.x 47.40 RT "G Line" PLACE (3) BANDS OF YELLOW RETRO-REFLECTIVE 3 ® 6 STA. 23+71.54, 44.85 RT "G Line' 15 TAPE AT 3" SPACING o BEG RED CURB 5.7 END RED CURB o �.- 11 29.6 I o LL 16 INSTALL TYPE VI ARROW PER CALTRANS STD DRAWING A24A c�'a STA. 23+08.53, 36.84 RT "G Line" C� 12 R81(CA)� �" 17 INSTALL 6" WHITE DIAGONAL MARKING EVERY 10 FEET END DETAIL 27B `/N 81 B(CA)I O O H O S "s 18 PROTECT EXISTING PAVEMENT MARKING IN PLACE 0 19 INSTALL 8" WHITE DIAGONAL MARKING EVERY 5 FEET w 20 PROTECT EXISTING PAVEMENT STRIPE IN PLACE v=, W w Q 21 REMOVE AND DISPOSE SIGN AND POST, REPLACE WITH STA. 27+71.52, NEW P (CA) MARKER SIGN ON NEW POLE z -47.73 LT "G Line" U O INSTALL CHANNELIZERS PER CALTRANS A73C IN SAME STA. 26+99.03, w z W 22 LOCATION AS REMOVED CHANNELIZERS -47.76 LT "G Line" o a w F z� STA. 27+71.81, -37.18 LT "G Line"_ _ _ o o w o w o,w No INSTALL THERMOPLASTIC STRIPING PER CALTRANS -N �- -� �"in- - - - - - - - - - - - - - - - - - - - - - - - - - - STANDARD PLANS (DETAIL NO. SHOWN, TYP) Q 51-1 - - - DETAIL 27B, AP 12 4 1 g� ciowi �a M 1 6_9 12 END 8" WHITE DIAGONAL a a m w- a - 0-w 14 mW4-2 a a WN g-2 m/amA IW STA. 27+71.98, -32.18 LT "G Llne" BEGIN/END OF TRAFFIC STRIPE DETAIL AP DETAIL 39 2STA. 29+90.09, -37.13 LT "G Line" W O END DETAIL 27B m 0] 70 = CHANGE OF TRAFFIC STRIPE DETAIL x Q 8.0tl= STA. 29+90.09, -32.13 LT "G Line" w 27B 27B END DETAIL 39 nn�[--N) I IW 27B 39 5 0' W u INSTALL TRAFFIC SIGN w ELJ N 39 18 18 STA. 30+02.11, -8.47 LT "G Line" � Illhv J 36 6' 8 7 END DETAIL 26 29.5 REMOVE STRIPE OR MARKING N O O 1. i O 23.8', O o STA 27+38 29,�-�L 46 -U ,4 STA. 30+02.35, -5.81 LT "G Line" o GENERAL NOTES: + -16.54 LT "G Line' END DETAIL 26 O o (O CD 1) FOR UTILITY DEMOLITION AND IMPROVEMENTS SEE SHEET 10 Y N 2 00 28 "G" LINE 29+00 30+00 31+00 C) 4 _ 2) FOR DEMOLITION SEE SHEET 06 _ 12 S1-1 U) W16-9P 3) FOR IMPROVEMENTS SEE SHEET 08 STA. 26+99.03, STA. 29+83.95, 5.70 RT "G Line" STA. 30+72.07, -20.31 LT "G Line" w W -5.50 LT "G Line" N GRANTLAND AVE BEG DETAIL 26 END STRIPE REMOVAL 4) THE MINIMUM HEIGHT, MEASURED VERTICALLY FROM THE BOTTOM OF 3 z STA. 29+84.17, 7.95 RT "G Line" CO THE SIGN TO THE TOP OF THE CURB, OR IN THE ABSENCE OF CURB, o BEG DETAIL 26 MEASURED VERTICALLY FORM THE BOTTOM OF THE SIGN TO THE S I W ELEVATION OF THE NEAR EDGE OF THE TRAVELED WAY, OF SIGNS O ,„o o z INSTALLED AT THE SIDE OF THE ROAD, SHALL BE 7 FEET. m m/a m/a m/a 3 m/a m/a m/a m/a m/a 3 M%a m/a m/a m/a _J Z 5) REMOVE EXISTING MARKERS ALONG MEDIAN (DETAIL 26), FROM p STATION 14+79 TO STATION 35+72. 6) DETAIL 39 AND 39A SHALL BE STRIPE IN PAINT ON COUNTY JURISDICTION AND STRIPE IN THERMOPLASTIC ON CITY OF FRESNO JURISDICTION. a a o' 0 1 o Know whack balm Cell before you dig. 0 a DATE RECORD DRAWING SCALE LSS/ F PROJECT ,�, coU DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE SIGNAGE AND STRIPING PLAN w DRAWN: KCS 12/17/24 20 10 0 20 No. C76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 $$-2 CHECKED: SA 12/17/24 GRAPHIC SCALE: 1"=20' SUPERVISING ENGINEER DATE \Q, �� 91ffig6 a `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�GFCPUF ROAD NO. BRIDGE NO. Fg V, DRAWING NO. 11326 SHEET NO. 12 TOTAL 17 } STA. 35+6Line L�Line'—50.36 LT 'G SIGNAGE AND STRIPING NOTES: W9-1 Q 12 - - — STA. 31+7198, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — D� O1 REMOVE EXISTING CROSSWALK MARKINGS (GRIND). PROVIDE PROPER —40 29 LT "G Line" Q NOTIFICATION BEFORE REMOVAL PER STATE REQUIREMENTS N —m/a m/a 14 74(CA ,x/a m/a m/a m/a m/8 m/8 m/8 mM mM mM O2 REMOVE EXISTING MARKINGS r 12 STA. 35+63.43, —37.53 LT "G Line" pU O INSTALL HIGH VISIBILITY CROSSWALK (YELLOW CONTINENTAL) wa-z END DETAIL 27B W 8 7 � PER CALTRANS A24F = 75 O INSTALL "XING" MARKING (YELLOW) PER CALTRANS STD DRAWING A2, 16 STA. 34+90,11, —37.53 LT "G Line" 25'�I W BEG DETAIL 27B O INSTALL "SCHOOL" MARKING (YELLOW) PER CALTRANS STD DRAWING LLI EXISTING PAVEMENT STRIPE STA 34+90.99, —32.50 LT "G Line" " N STA. 35+64.49, —33.12 LT "G Line FURNISH AND INSTALL ROADWAY SIGN AND POST PER CITY 29.0 BEG DETAIL 39 END DETAIL 39 O OF FRESNO STD DRAWING P-91(NO STOPPING ANYTIME) O Y O STA. 31+71.98, EXISTING PAVEMENT STRIPE STA. 35+72.06, —8.70 LT "G Line" O INSTALL BIKE LANE SYMBOL WITH PERSON PER CALTRANS w O —25.28 LT "G Line" END DETAIL 26 STD DRAWING A24C z n OINSTALL BIKE LANE ARROW MARKING PER CALTRANS STD DRAWING A24A o 32+00 36+00 M LINE O a m INSTALL 8" WHITE DIAGONAL MARKING EVERY 20 FEET I Q 10 INSTALL 12" STOP LINE PER CALTRANS STD DRAWING A24G AND CITY OF FRESNO STD DRAWING E-24C a INGRANTLAND AVE STA. 35+73.46, —3'ENDL DETAIL 26 W m 11 PROTECT EXISTING SIGN IN PLACE Z FURNISH AND INSTALL ROADWAY SIGN AND POST o M/a LL � 3"o N/a 3ao M/a 3ao M/a 3N0 x✓a 3" (SIGN DETAIL No SHOWN, TYP) W8 w8 w8 W8 m/a W/ FURNISH AND INSTALL OVERHEAD HAWK SIGNAL Q 13 SIGN (SIGN DETAIL No. SHOWN, TYR) N 14 REMOVE AND DISPOSE SIGN PLACE (3) BANDS OF YELLOW RETRO—REFLECTIVE 0 15 TAPE AT 3" SPACING 0 16 INSTALL TYPE VI ARROW PER CALTRANS STD DRAWING A24A N 17 INSTALL 6" WHITE DIAGONAL MARKING EVERY 10 FEET 0 18 PROTECT EXISTING PAVEMENT MARKING IN PLACE 0 19 INSTALL 8" WHITE DIAGONAL MARKING EVERY 5 FEET 20 PROTECT EXISTING PAVEMENT STRIPE IN PLACE w 21 REMOVE AND DISPOSE SIGN AND POST, REPLACE WITH cn NEW P (CA) MARKER SIGN ON NEW POLE z O INSTALL CHANNELIZERS PER CALTRANS A73C IN SAME wm 22 LOCATION AS REMOVED CHANNELIZERS m u j No. INSTALL THERMOPLASTIC STRIPING PER CALTRANS STANDARD PLANS (DETAIL NO. SHOWN, TYP) BEGIN/END OF TRAFFIC STRIPE DETAIL CHANGE OF TRAFFIC STRIPE DETAIL x w u INSTALL TRAFFIC SIGN Illl__ REMOVE STRIPE OR MARKING d GENERAL NOTES: 0 1) FOR UTILITY DEMOLITION AND IMPROVEMENTS SEE SHEET 10 2) FOR DEMOLITION SEE SHEET 06 a 3) FOR IMPROVEMENTS SEE SHEET 08 4) THE MINIMUM HEIGHT, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE TOP OF THE CURB, OR IN THE ABSENCE OF CURB, o MEASURED VERTICALLY FORM THE BOTTOM OF THE SIGN TO THE N ELEVATION OF THE NEAR EDGE OF THE TRAVELED WAY, OF SIGNS a INSTALLED AT THE SIDE OF THE ROAD, SHALL BE 7 FEET. m z 5) REMOVE EXISTING MARKERS ALONG MEDIAN (DETAIL 26), FROM o STATION 14+79 TO STATION 35+72 0 n, 6) DETAIL 39 AND 39A SHALL BE STRIPE IN PAINT ON COUNTY JURISDICTION AND STRIPE IN THERMOPLASTIC ON CITY OF FRESNO JURISDICTION d a 1 m IGww what's below. Cell before you dig. 0 a m DATE RECORD DRAWING SCALE oQ Ess/ PROJECT ��, coU DEPARTMENT OF PUBLIC WORKS AND PLANNING m DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE W SIGNAGE AND STRIPING PLAN w DRAWN: Kcs 1zm/2a 20 10 0 20 No c76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK CHECKED: SA 12/17/24 GRAPHIC SCALE: 1"=20' 121724 \Pp} O� lltg§�O SS-3 � SUPERVISING ENGINEER DATE `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�CF cq�\F ROAD NO. BRIDGE NO. FRFiS DRAWING NO. 11326 SHEET NO. 13 TOTAL 17 } ---__ -"�---- �YS - --__ STA. 23+95.01, -60.81 LT "G" LINE ELEV (287.79) SDWK STA. 23+45.50, -60.57 LT "G" LINE CONFORM TO EXIST 1 ELEV 287.56 SDWK STA. 23+24,49, -60.47 LT "G" LINE ELEV 287.52 SDWK F\ /- STA. 23+90 01, -60 78 LT "G" LINE 2• / ELEV 287.65 SDWK, GB \ -0_29 c1 Q Q \ 'STA. 24+31.14, -56.24 LT "G" LINE ST4. 24+55.33, -56.19 LT "G" LINE 0 CO ELEV (287.81) SDWK ELEV 287.97) SDWK Q Cj STA. 23+67.51, -55.67 LT "G' LINE Q ELEV 287.53 SDWK 4 _ -0_2% STA. 23+40.55, -52.25 LT "G" LINE I I STA. 23+45+54, -52.33 LT "G" LINE /�/� ELEV 287.40 FS _0 2y ELEV Q287.41 FS v M\ ELEV 287.58 STA. 23+90.O 55.78 TSDWK LINE G6 cL / cL / 2' WIDE HMA 0 // TAPER FROM lI STA. 23+2451, -44.76, LT "G" LINE __ STA. 23+95.01, -56.08 LT "G" LINE _ Y OP OF TE ELEV 287.29 TC 0�1 Cj ELEV 7X WK CONCRETE TO CONFORM TO EX IST w DAYLIGHT DELEV 286.79 FL v STA. 23+67.53, -44.76, LT "G" LINES 7 d b\ a\ ELEV 287.38 TC zo ,�, Z ELEV 286.88 FL230 � I ze7--�� p24 -0.2% - - - -0.2% -0:2% ----------- �n STA. 23+34.55, -44.76, LT "G' LINE STA. 24+24.01, -4478, LT "G" LINE STA 24+5394, -44.85, LT "G" LINE _ STA. 23+51.53, -44 76, LT "G" LINE (f BEG C&G END C&G ELEV 287.31 TC ELEV 287 35 TO ELEV (287.11) FL ELEV (287.25) FL N ELEV 286.81 FL 287 ELEV 28685 FL CONFORM TO EXIST CONFORM TO EXIST o - 3d1?s1S 311H) STA. 23+40+54, -44.76 LT "G" LINE STA. 23+45+54, -44.76 LT "G" LINE c� ELEV 286.82 FL ELEV 286.83 FL a - a as SS - o o o U DETAIL A = SCALE 1"=5' N w / N w 23+37.04, -8.15, LT "G" LINE STA. 23+49.04, -8.13, LT "LINE/ / ELEV 7 TC ELEV TC /STA* ELEV 2877+57 FL ELEV 2877.61 FL / STA. 23+40.54, 44.84 RT "G" LINE STA. 23+45+54, 44.84 RT "G" LINE / STA. 23+31.37, -8.16, LT "G" LINE ELEV 286.32 FL ELEV 286.33 FL � ELEV (288.05) TC I ELEV (287+55) FL STA 23+34 54, 39.13 RT "G" LINE/ / STA. 23+55.53, 39.08 RT AiV CONFIRM TO EXIST ELEV CONFORM8TO EXIST ELEV ( ) FS mo CONFORMRM TO TO EXIST I' `��� -0.4% i � STA. 23+55.54, 41 STA 23+3454, 4484, RT G" LINE /ELEV (286.84) TC 0 ELEV (286.81) TC O Q O O O CO) O Q C FL 286.31) FL ELEV (RM TO ELEV ( CONFORM TO EXIS- LZ CONFORM TO EXIST N -0.17% -017% d N / / 23+ a\ o � � AIIIIIIIIIIIII, m rn � a STA. 23+55.54, 45.56 j' ., N-U, ELEV (286 86) SDWK CONFORM TO EXIST i R-1 00 ��VAA -02% b STA 23+40.54, 50.84 RT 'G" LINE STA 23+45.54, 50.84 RT "G" LINE-- w O O O O ELEV 286.80 FS ELEV 286.81 FS / 4' b AA(n1 L Q QAA -1.7%_ -0.2% -1�4% ��� -0.1%% m - x STA. 23+34.54, 54.97 RT "G' LINE STA. 23+55.54, 54.95 RT S STA. 22+91.53, 7.99, RT "G" LINE ELEV (286.96) SDWK ELEV (287.01) SDWK o ELEV 287 77 TO CONFORM TO EXIST CONFORM TO EXIST ELEV 28727 FL STA. 23+37.04, 8,19, RT "G" LINE STA. 23+49.04, 8.20, RT "G" LINE ELEV 287.80 TC ELEV 287.81 TO = STA. 22+88 53, 7.98, RT "G" LINE ELEV 287.30 FL ELEV 287.31 FIL / STA. 23+40.54, 54.96 RT "G" LINE7ELEV 23+45.54, 54.95 RT "G" LANE i ELEV 287 77 TC // // \ //// � /V d ELEV 287 27 FL X // ELEV 286.86 FS 286.87 FS i EXISTING CURB IN PLACE DETAIL B DETAIL C 10 �2� SCALE 1"=5' SCALE 1"=5' 1 uJ 0 m Nnow .whack bDIDW. Call before you dig. 0 a DATE RECORD DRAWING SCALE PROJECT PROJECT �, C�U,r,. DEPARTMENT OF PUBLIC WORKS AND PLANNING N DESIGNED: KCS 12/17/24 RESIDENT ENGINEER DATE `rQi' �11 GRADING DETAILS w DRAWN: KCS 1vn/za 10 5 0 10 No. c76724 ATP HERNDON-BARSTOW ELEMENTARY HAWK 12-17-24 CHECKED: SA 12/17/24 GRAPHIC SCALE: 1"=10' \P �� ara)6 0 CD-1 a SUPERVISING ENGINEER DATE `rT CIVIL FOR RIGHT OF WAY DATA AND ACCURATE ACCESS DETERMINATION,SEE DOCUMENTS IN THE DEPARTMENT OF PUBLIC WORKS AND PLANNING 9�Cf CPUF ROAD NO. BRIDGE NO. Fg ES DRAWING NO. 11326 SHEET NO. 14 TOTAL 17 } CONSTRUCTION NOTES FURN1❑ ANCILLARY SH AND INSTALL DEVICESDEVICES FOR AEFULLLEIGHTINET AND FOUNDATION. THE PHASE OPERATION AS SPECIFIEDNET IN THE SPECIIFICATIONS.EQUIPPED CABNE�ALL --- SHALL BE MODIFIED PER CITY OF FRESNO STANDARD E-34A AND E-34B FOR PREEMPTION AND C11'S CABLE - CABLING.CONTRACTOR SHALL FURNISH AND INSTALL RELAY COMPONENTS AND WIRING PER CITY OF FRESNO HAWK SIGNAL CONSTRUCTION STANDARD E-34D.CONTRACTOR SHALL FURNISH NEW 2070LX PART NUMBER 2070-F6330601S10 PER PROJECT SPECIFICATIONS AND COORDINATE THROUGH CONSTRUCTION MANAGEMENT THE DELIVERY OF THE 2070LX TO COUNTY OF FRESNO FOR BENCH TESTING&PROGRAMMING.THE INSTALLATION OF THE TRAFFIC NOTES: SIGNAL CONTROLLER BY COUNTY OF FRESNO,PENDING COUNTY OF FRESNO INSPECTION PER CITY OF FRESNO I III 1. ANY PULL BOX ACCESSED,ADJUSTED,MODIFIED OR FALLS WITHIN THE STANDARD SPECIFICATIONS SECTION 23-1.25.FOUNDATION PER CALTRANS STANDARD PLAN ES-3C AND 4 3 E - aspn�u SCOPE OF WORK SHALL BE CLEANED TO EXPOSED DRAIN HOLE,GROUTED,AND MODIFIED PER CITY OF FRESNO STANDARD E-37.FRONT OF CABINET SHALL FACE SOUTH.BATTERY BACKUP IY ZIY o"0eN"y DUCT SEALED. SHALL BE INSTALLED PER CITY OF FRESNO STANDARD E-24C,SEE DETAIL B. 4 RC .. _ -- - _-- 2. CONTRACTOR SHALL REMOVE AND REPLACE ALL AFFECTED CONCRETE X \ AND/OR ASPHALT PAVING IMPROVEMENTS DURING CONSTRUCTION TO EXISTING E 2"rg N CONDITIONS PER CITY STANDARDS AND TO THE SATISFACTION OF THE CONTRACTOR SHALL REMOVE EXISTING SERVICE CABINET AND SALVAGE TO THE CITY OF FRESNO. I v 2A CONTRACTOR SHALL DEMOLISH EXISTING FOUNDATION. INSPECTOR AND/OR AS DIRECTED BY ENGINEER.REPLACEMENT AND/OR SAWCUT 4 AB + OF CONCRETE SHALL BE TO THE NEAREST EXISTING CONCRETE JOINTS OR II SCRIBE 3. CONTRACTOR SHALL CONTACT PG&E PRIOR TO COMMENCEMENT OF ❑ CONTRACTOR SHALL CONSTRUCT NEW TYPE 26-100 FOUNDATION AND INSTALL NEW 26-100 SERVICE I �I CONSTRUCTION ACTIVITIES FOR A DISCONNECT/RECONNECT OF POWER SERVICE. 2B CABINET PER CITY OF FRESNO REQUIREMENTS AND SPECIFICATIONS.E-15,E-17. CONTRACTOR SHALL ii 4. ALL EXISTING PULL BOXES SHOWN TO REMAIN WITHOUT LOCKING LIDS COORDINATE WITH PG&E TO SET NEW ELECTRICAL METER.CONTRACTOR SHALL COORDINATE SERVICE POWER I ,, SHALL HAVE LOCKING LIDS INSTALLED TO CITY OF FRESNO REQUIREMENTS. DISCONNECT/RECONNECT WITH PG&E. 5. EXISTING UNDERGROUND CONDUIT TO BE INCORPORATED INTO A NEW (ADDRESS:6170 N.GRANTLANDI. V SYSTEM MUST BE CLEANED WITH A MANDREL OR CYLINDRICAL WIRE BRUSH AND BLOWN OUT WITH COMPRESSED AIR. �I 6. ALL SIDEWALK SHALL BE INSTALLED PER CITY OF FRESNO STANDARD � REMOVE EXISTING FLASHING BEACON POLE AND ALL EQUIPMENT ATTACHED TO IT ii DRAWING,P-5.ALL CONCRETE DISTURBED SHALL BE RESTORED. 3 '�# �I AND SALVAGE DA THE CITY OF FRESNO.COMPLETELY REMOVE AND DISPOSE OF 7. CONDUIT BENDS OF 90 DEGREES ARE PROHIBITED UNLESS OTHERWISE NOTED OR WRITTEN PERMISSION BY ENGINEER EXISTING FOUNDATION. I ` I 8. EXISTING CONDUIT SHOWN TO BE UTILIZED SHALL BE CLEANED OF DEBRIS AND HAVE A MANDREL SENT THROUGH CONDUIT PRIOR TO INSTALLATION OF NEW EXISTING FLASHING BEACON EQUIPMENT SHALL BE PROTECTED AT ALL TIMES UNTIL CONDUCTORS. THE HAWK IS OPERATIONAL. -— / f }4 CONTRACTOR SHALL DEVELOP A WORK PLAN AND SUBMIT TO COUNTY OF FRESNO FOR APPROVAL PRIOR TO TEMPORARILY MOVE THE NOTED PULL BOX,CONDUIT/WIRING AS NECESSARY TO ALLOW FOR DRILUNG HAWK POLE FOUNDATION.EXISTING CIRCUIT(FLASHING BEACON)SHALL REMAIN -- - FUNCTIONAL UNTIL THE NEW HAWK SIGNAL BECOMES OPERATIONAL.CONTRACTOR TO REMOVE PULL BOX AND WIRING ONCE TRANSITION IS MADE. TIMING NOTE: $ I 1. TIMING SHALL BE PROVIDED BY COUNTY STAFF OR BY A COUNTY 10-23 CONSULTANT AND SHALL BE COMPLIANT TO CALIFORNIA MUTCD.THE CONSULTANT SHALL VERIFY OPERATIONS OF THE TRAFFIC SIGNAL CONTROLLER WITH TIMING, J AND CONSULTANT SHALL VALIDATE OPERATIONS DURING THE TRAFFIC SIGNAL 'CDW16-EX 2"rgc 8 I 16-7P(L) TURN-ON. S I 5.0' 4 AB -- MAX �Q 4PPB O BC •�i4.0'— — 9 NOTE: I o Z z 02j 1. CITY APPROVAL LIMITED TO WORK WITHIN THE CITY UMITS ONLY. z 1 o 06 04P SEE DETAIL A w 41 a 7 0 I 06 THIS SHEET. o ' PG&E POS (SPLICE S1_1 — BOX) W16-7P(L) 04PPB 5 R1 —23 s - a 6 PCE •',\ I AB 1 4 AB 4 RC _I_—_---2A 4 • w AB 2g 3o� ° � O c REMOVE FLASH BEACON CONDUCTORS #5(E) INSCRIBED 2 AB "ELECTRICAL" Elf \ U¢ - Z SCALE 1"=20' 1 0 20 40 a I V d i I h '+ ql� l ex 1.5"rgc a 3 6s1, 1 8 nd # // 9 DETAIL 'A' RE OVE FLASHING BEACON CO DOCTORS REVIEWED BY 3 4 SCALE 1"=10' 0 10 20 ? PRESERVE/PROTECT CITY ENGINEER DATE � E1 7 4 CTIY F FRESNO TR' C ENGINEERING DATE � - I SEE ES-1A AND ES-18 OF THE 2023 CALTRANS STANDARD s PLANS d g CONDUCONORS.APPLIED TO CONDUIT, REMOVE LEGEND EQUIPMENT OR MATERIAL TO BE REMOVED AND u"ae..ouca Service Alert Tr INSTALL SIGN ON SIGNAL MAST ARM BECOME THE PROPERTY OF THE CONTRACTOR. _� INSTALL SIGN ON SIGNAL POLE. g C I INSTALL CONDUIT INTO EXISTING PULL BOX. cnu . #6(E) INSTALL #6(E) PULL BOX PER CITY OF FRESNO Bq INSTALL PULL BOX IN EXISTING CONDUIT RUN. STANDARDS WITH COUNTY LOCKING LID. Ft> �vA mu ac o O INSTALL N0, 5(E) PULL BOX WITH COUNTY ,g5° RA C r e^ PIN FILE N0. 1355B LOCKING LID, a tiPd�' Pp.IIa P1'1°1�25oe x °R° N0 89901 GRANTLAND AVENUE HAWK tlWED. HAWK BEACON SIGNAL HEAD. :� TRAFFIC SIGNAL CIVIL �F.R FEV. ENG. EWJ SHEET N0. g 06/30/2025 "F�.G�%I HERNDON—BARSTOW ELEMENTARY SCHOOL 12/13/2024of 17 SHEEtsHAWK SIGNAL INSTALLATION AS SHOWN 4—E-3880 EQUIPMENT SCHEDULE Ok MAST ARM * SIGNAL MOUNTING BACK PPB LUMINAIRE LOCATION POLE TYPE WATTAGE SNS REMARKS SIGNAL LUMINAIRE VEHICLE MAST ARM PEDESTRIAN PLATE 0 ARROW &PGE# LEGEND BBU PIM(POWER A 24-4-100 35' 12 SV-1-T MA53A.MA11V 4. 53A SP-1-T 3 4p �_ INSTALL SI-I.WI6-7P.RI0-23. INTERFACE MODULE) UPS (MOUNTED TO REAR O (UNINTERRUPTIBLE w INsrAu sI-I,wIs-7P,RIO-23. OF 332L) POWER SUPPLY UNIT) B 24-4-100 35 12 SV-1-T MASU.MA53A SP-1-T 3 4P f- _ UPS CABLING o o IN FRONT OF PIM PER MFG. 19"SHELF 8" LED = LED INTERSECTION SAFETY LIGHT LUMINAIRE TO BE FURNISHED AND INSTALLED. REFERENCE SECTION 23-1.23 DEEP,TYO TRAFFIC SIGNAL HEADS SHALL BE PER THE HAWK SIGNAL HEAD DETAIL (MULTI-HEAD), DETAIL THIS PLAN SET. PEDESTRIAN HEAD SHALL BE COUNTDOWN STYLE PER CITY REQUIREMENTS. CREE RSWS-B-HT-3ME-7L-4OK7-UL-GY-N-X3-26 MID ARM TENONS ON THE SIGNAL MAST ARMS SHALL NOT BE INSTALLED. SIGNAL HEADS SHALL BE INSTALLED WITH O ASTRID BRACKET OR APPROVED EQUAL. 1� oil I SNS SIGNS SHALL BE PER CITY STD. P-90. 2070LX BBU BATTERY CONTROLL PANELS PEC SHALL BE PER CITY STANDARD SPECIFICATIONS. o D® mummalm En ALL BACKPLATES SHALL HAVE 2 INCH MINIMUM YELLOW RETROREFLECTIVE STRIP ALONG PERIMETER OF SIGNAL BACKPLATE TO PROVIDE A RECTANGULAR APPERANCE AT NIGHT. SURGE PROTECTOR POLES SHALL BE PER CALTRANS 2023 PLANS POWER STRIP O STANSURGE PROTECTOR STRIP POWER CORD EQUIPMENT RECEPTACLE FROM WIRELESS ACCESS POINT ON MAST ARM: OUTDOOR RATED SHIELDED CONDUCTOR SCHEDULE CAT5E CABLE(IF APPLICABLE) CONDUIT RUN NUMBER AND SIZE PHASING SEQUENCE FROM IP CAMERA: AWG CAOR BLE POLE 0 Q Q Q Q Q Q Q Q REFERENCE CITY OF FRESNO STANDARD E-24C. OUTDOOR RATED SHIELDED 1 2 3 4 5 6 7 8 9 CATSE CABLE(IF APPLICABLE) 2" 2" 1.5" 2-3" 2" 3" 3" 3" 3" ❑ ❑ ❑ ❑ ❑ FR ❑ ❑ FR ❑ ❑ EXISTING HOPE CONDUITS 7 COFIo. O 2,6 1 1 OR EXISTING RIGID SIGNAL (�� 4P 1 1 CONDUITS. XA 2,64P ZIZZZ ❑ FY ❑ ❑ ❑ 332L CABINET(REAR VIEW) S COND 2 1 1 oCON TOTAL 2 1 1 1.DARK UNTIL 2.FLASHING 3.STEADY 4.STEADY 5.ALTERNATING FLASHING RED 1.DARK 01 U` ACTIVATED YELLOW YELLOW RED DURING DURING PEDESTRIAN UNTIL UPON PEDESTRIAN ACTIVATED 332L TYPICAL INSTALLATION NOTES: 4P O ACTIVATION WALK CLEARANCE INTERVAL A 1 1 1. FURNISH 2O70LX CITY OF FRESNO SPECIFIED CONTROLLER PER PLANS. INTERVAL CABLE. . R� R 12"TYP 2. FURNISH AND INSTALL IV RACKS WITH EQUIPMENT AS SHOWN. p (PPB) B 4P 1 1 3. FURNISH AND INSTALL CAT 5E PATCH CABLE FROM 2070LX TO NETWORK SWITCH AS SHOWN. Y 4. CONNECT CAT 5E CABLE FROM WIRELESS ACCESS POINT AT MAST ARM TO POE INJECTOR AS SHOWN. TOTAL 2 1 HAWK 5. CONNECT CAT 5E PATCH CABLE FROM WIRELESS ACCESS POINT POE 1 3-SECTION INJECTOR TO NETWORK SWITCH. HEAD DETAIL 6. PLUG 2070LX INTO 332L CABINET CONTROLLER RECEPTACLE. TYPE C DLC FED PUSH BUTTON 7. PLUG SURGE PROTECTOR POWER STRIP INTO 332L CABINET EQUIPMENT RECEPTACLE. #2 SERVICE 3 B. BBU PIM(POWER INTERFACE MODULE)ALSO TO BE FURNISHED #4 SIGNAL 2 AND INSTALLED(NOT SHOWN) #6 STREET LIGHTS NO STRI ET LIGHT C INDUCTORS 9. BBU BATTERY PANLES SHALL MOUNT VERTICALLY. #8 SAFETY LIGHTS 2 2 2 2 3"MIN. #B I BONDING WIRE 1 1 1 1 1 1 1 1 1 PHASE#2 �I 1�3"MIN. #12 PEC 3 3 3 RED I I PHASE#6 RED 3 CONDUIT FILL PERCENTAGE x 14.5 4.5 10.0 6.0 2.0 7.0 1.0 1.0 7.0 R R SLIP FITTER G S N * NUMBER INDICATIONS ARE THE NUMBER OF CABLES WITHIN CONDUIT. 3 2 2 ALL CONDUCTORS/CABLES SHALL BE INSTALLED NEW. BATTERY BACKUP UNIT ALL CONDUIT SHALL BE RIGID,GALVANIZED CONDUIT UNLESS MAST ARM OR OTHERWISE NOTED. Y PIPE TENON EQUIPMENT IN 332L CABINET DETAIL B 6 Qry 3"MIN. CITY OF FRESNO STANDARD w YELLOW WIRING,SB PHASE 112, c NO PHASE 46 3 s a Un*dd SeMce Alert CALL "811" (USA NORM) iwo xnreauc w>s eTTOX YOU DID PN FILE N N0. PRDJ.ID, FUNDORG.NO. GRANTLAND AVENUE HAWK RENEWED: * W.W/30� * REF.a REV. TRAFFIC SIGNAL �FFCE ENc. �� cm Ell. civil DR.BY: EWJ SHEET NO. 0 2 O6 0 2025 ��72' 0 CH.Bf: TC OF J7 SHEETS I s / of CAUf EQUIPMENT AND CONDUCTOR SCHEDULES DATE; Uy1T[24Y4 GENERAL NOTES scuE As sHowr 4-E-3881 TRAFFIC SIGNAL NOTES GENERAL NOTES: 1.WORK SHALL BE DONE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, 2023 EDITION, THE LATEST CALTRANS ADOPTED EDITION OF THE SIGNAL CALIFORNIA PER THE ON UNIFORM TR4MC I SPECIFICATIONS,DATED CONTROL ),THE LATEST EDITION OF THE CITY OF FRESNO STANDARD SPECIFICATIONS AND DRAWINGS. SPECIAL NOTES. ALA POLES/STANDARDS SHAIl 1. CONCRETE INSTALLED OR DAMAGED BY THE CONTRACTOR WITHIN THE CITY'S JURISDICTION DURING CONSTRUCTION,SHALL BE INSTALLED 2.THESE PLANS ARE ACCURATE FOR ELECTRICAL WORK ONLY. OR REPLACED PER CITY STANDARDS AND TO THE SATISFACTION OF THE CITY INSPECTOR AND/OR AS DIRECTED BY THE ENGINEER OF 3.SCHEDUUNG OF WORK SHALL CONFORM TO THE PROVISIONS IN SECTION 8-1.02, "SCHEDULING OF WORK'OF THE STATE STANDARD SPECIFICATIONS. PARTICULAR ATTENTION SHALL BE RECORD.REPLACEMENT AND/OR SAWCUT OF CONCRETE SHALL BE TO THE NEAREST EXISTING CONCRETE JOINT. DIRECTED TO'NO ABOVE GROUNDWORK,EXCEPT SERVICE EQUIPMENT,SHALL BE PERFORMED UNTIL THE CONTRACTOR HAS ALL MATERIALS ON HAND TO COMPLETE THAT PARTICULAR SIGNAL 2. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS AS REQUIRED TO ALL AFFECTED PROPERTY OWNERS AT ALL TIMES UNTIL PERMANENT LOCATION OR UGHTING CIRCUIT". ACCESS IS COMPLETED. 3. ALL FACILITIES,SUCH AS STORM DRAIN,AND OTHER UTILITY MANHOLES,ETC.,WHETHER EXISTING OR NEWLY INSTALLED BY THIS PROJECT, 4.THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS,AND SHALL PROVIDE PROTECTION PRIOR TO,DURING SHALL BE ADJUSTED TO FINAL GRADE AS NECESSARY BY THE CONTRACTOR. CITY OF FRESNO SEWER MANHOLES AND CITY WATER VALVES AND AFTER TRENCHING,JACKING AND/OR BORING.THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT(USA),BY CALLING 811,AT LEAST TWO(2)WORKING DAYS BEFORE SHALL BE ADJUSTED BY CITY OF FRESNO DPU WITHIN THE CITY ROW.ALL ADJUSTMENTS SHALL BE COMPLETED PRIOR TO THE FINAL BEGINNING WORK. ACCEPTANCE OF THE WORK BY THE COUNTY. 4. CONTRACTOR SHALL COORDINATE THEIR SCHEDULE WITH ALL UTILITY COMPANIES AFFECTED BY THIS PROJECT.NO ADDITIONAL 5.CONDUIT INSTALLATION ACROSS ROADWAYS SHALL BE BY JACKING AND/OR DIRECTIONAL DRILLING METHODS UNLESS OTHERWISE NOTED ON THE PLANS. COMPENSATION WILL BE GRANTED FOR MENTIONED UTILITY COORDINATION. 5. CONTRACTOR SHALL NOTIFY THE CrIY AT LEAST 7 DAYS BEFORE STARTING WORK IN ORDER FOR THE CITY TO TAKE NECESSARY MEASURES 6.CONTRACTOR SHALL ARRANGE WITH UTILITY COMPANIES FOR ALL REQUIRED UTILITY RELOCATIONS,INCLUDING OVERHEAD CONFLICTS. TO PRESERVE ANY AFFECTED SURVEY MONUMENTS AND BENCH MARKS WITHIN CITY RIGHT OF WAY. 7.ALL TRAFFIC SIGNAL AND LIGHTING FACILITIES,INCLUDING CABINETS,STANDARDS,PULL BOXES,CONDUITS AND LOOP DETECTORS,ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. AFTER ALL 6. CONTRACTOR SHALL REPLACE AND/OR REPAIR IN KIND,ALL EXISTING AND PROPOSED IMPROVEMENTS DAMAGED DURING CONSTRUCTION,TO UNDERGROUND UTILITIES ARE MARKED,THE CONTRACTOR SHALL MARK FINAL LOCATIONS IN THE FIELD AND NOTIFY THE ENGINEER AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCING THE SATISFACTION OF THE INSPECTOR. WORK TO VERIFY THE MARKED LOCATIONS. 7. ALL CURB RAMPS AND IMPROVEMENTS TO BE INSTALLED WITH THIS PROJECT ARE TO BE CONSTRUCTED TO ADA STANDARDS. 8. ALL EXISTING PULL BOXES WITHIN A CURB RETURN RECONSTRUCTION SHALL BE ADJUSTED TO FINISHED GRADE,IF APPLICABLE. 8.WITH EXCEPTION TO A FEDERALLY FUNDED PROJECT,ALL SALVAGED EQUIPMENT SHALL BE RETURNED TO THE CITY CORPORATION YARD:3187 W.BELMONT AVENUE,FRESNO.THE CONTRACTOR 9. CONTRACTOR SHALL NOTIFY COUNTY STAFF AND CITY TRAFFIC OPERATIONS CENTER(TOC)STAFF(7)DAYS PRIOR TO SIGNAL TURN-ON. SHALL SCHEDULE WITH CONSTRUCTION MANAGEMENT(559) 621-8880,AT LEAST TWO(2)WORKING DAYS 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 LOCKING LIDS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AT FINAL INSPECTION OF THE TRAFFIC SIGNAL.CONTRACTOR SHALL PROVIDE TEMPORARY UDS DURING CONSTRUCTION.LOCKING LIDS SHALL BE GALVANIZED STEEL DIAMOND PLATE,MINIMUM THICKNESS 3/16",WITH MINIMUM TWO(2)CLAMPING JAWS AND BE KEYED TO THE COUNTY OF FRESNO KEY.CONDUIT RUN SHALL NOT EXCEED 200'WITHOUT A PULL BOX.CONTRACTOR SHALL TIGHTEN DOWN ALL LOCKING LIDS TO A MINIMUM TORQUE SPEC OF 25 FOOT-POUNDS. 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 PULL BOX AND EXTENSION,PER CITY OF FRESNO SPECIFICATIONS, AND SHALL HAVE A VANDAL RESISTANT LOCKING UD INSTALLED (SEE NOTE ABOVE). ALL CONDUIT ENTRIES INTO ADVANCE DETECTION, INTERMEDIATE DETECTION,AND STREET UGHTING PULL BOXES INSTALLED IN NON-CONCRETE AREAS SHALL ENTER 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 INSTALUNG CONDUCTORS.STEEL CONDUITS SHALL HAVE LAY IN STYLE LUGS THAT ARE CAST INTEGRAL WITH THE BUSHING. 12.CONDUIT BENDS OF 90 DEGREES ARE PROHIBITED UNLESS OTHERWISE NOTED OR WRITTEN PERMISSION IS GIVEN BY THE COUNTY ENGINEER. 13.ALL NEUTRAL CONDUCTORS SHALL BE WHITE IN COLOR THROUGHOUT THEIR ENTIRE LENGTH. 14.TRAFFIC SIGNAL CABLE SHALL NOT BE SPLICED BETWEEN THE CONTROLLER CABINET AND THE TERMINAL COMPARTMENTS MOUNTED ON THE POLES.DETECTOR CABLES SHALL NOT BE SPLICED BETWEEN THE CONTROLLER CABINET AND THE PULL BOX ADJACENT TO THE DETECTOR LEAD-IN. 15.SEAL CONDUIT WITH AN APPROVED DUCT SEAL AFTER ALL CONDUCTORS HAVE BEEN INSTALLED. 16.SEALANT FOR FILLING THE SAWCUT LOOPS SLOTS SHALL BE HOT-MELT RUBBERIZED ASPHALT SEALANT PER STATE OF CALIFORNIA SPECIFICATIONS OR LOOP SEALANT SHALL BE ELASTOMERIC GENERAL NOTES: SEALANT 3M,BLACK 5000,OR APPROVED EQUAL.(NOT APPUCABLEI 17.PEDESTRIAN PUSH BUTTONS SHALL RAVE 2"-DIAMETER ACTUATORS AND COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(ADA). 1. THE WORK AS SHOWN IN THESE CONSTRUCTION DRAWINGS SHALL BE COMPLETED IN ACCORDANCE WITH THE APPROPRIATE PROVISIONS OF THE CITY OF FRESNO STANDARD SPECIFICATIONS, LATEST EDITION, WHICH SPECIFICATIONS ARE REFERRED TO AS THE "STANDARD SPECIFICATIONS". 18. ALL VEHICLE AND PEDESTRIAN SIGNAL SECTIONS SHALL UTIUZE LIGHT EMITTING DIODE(LED) SIGNAL MODULES IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. VEHICLE SIGNAL 2. WHERE FRESNO FLOOD CONTROL DISTRICT FACILITIES ARE TO BE INSTALLED OR MODIFIED,AT LEAST 48 HOURS PRIOR TO THE START OF SECTIONS SHALL HAVE 12"DIAMETER LENSES WITH BACKPLATES AND TUNNEL VISORS.ALL VEHICLE AND PEDESTRIAN SIGNAL SECTIONS SHALL HAVE METAL AND RUBBER WASHERS INSTALLED CONSTRUCTION OF STORM DRAINAGE FACILITIES,THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S CONSTRUCTION MANAGER AT(559) 456-3292. ON THE INSIDE OF THE HEAD, 3. TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION,THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT AT: 19.SAFELY LUMINARE SHALL BE LED PER CITY OF FRESNO SPECIFICATIONS(SECTION 23-1.23)FOR SAFTEY LUMINAIRE REQUIREMENTS. 1-800-227-2600 OR 811. 4. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A COPY OF AN OWNER'S WRITTEN AUTHORIZATION AND/OR SIGNED USE AGREEMENT PRIOR 20.PEDESTRDW 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 TO THE START OF WORK FOR ANY TEMPORARY WORK AREA, STANDING AREA, OR EQUIPMENT STORAGE FACIUTIES TO BE USED FOR THIS ALIGNMENT SHALL BE AS DIRECTED BY THE ENGINEER. PROJECT. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A COPY OF A WRITTEN RELEASE LETTER 21.THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE OPTICOM (GTF) EMERGENCY VEHICLE PREEMPTION (EVP) SYSTEM (721 TWO DIRECTION DETECTION, SINGLE CHANNEL) IN STATING THAT ALL TEMPORARY USE FACILITIES HAVE BEEN RESTORED BACK TO THE OWNER'S SATISFACTION. ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS.EVP DETECTOR UNITS SHALL BE INSTALLED ON SIGNAL MAST ARMS AS SHOWN ON THE PLAN,CENTERED OVER THE NUMBER ONE 5. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND PROVIDE PROTECTION PRIOR TO,AND DURING, THROUGH LANE,WITH BRACKETS APPROVED BY THE TRAFFIC SIGNAL SUPERVISOR,THE CONTRACTOR SHALL DELIVER THE MODEL 762 DISCRIMINATORS TO THE CITY CORPORATION YARD AT 2101 CONSTRUCTION.THE COST OF VERIFYING THE LOCATIONS OF SAID UTILITY FACILITIES INDICATED AND/OR NOT SHOWN ON THE PLANS, G STREET,FRESNO,CA 93706 AND SCHEDULE WITH CONSTRUCTION MANAGEMENT AT(559)621-8880,AT LEAST TWO(2)WORKING DAYS PRIOR TO DELIVERY.(NOT APPLICABLE) INCLUDING EXPOSING THEM PRIOR TO CONSTRUCTION AND THE FULL COST OF PROTECTION, REPAIR OR REPLACEMENT OF UTILITIES SHALL BE 22.CONTRACTOR SHALL SCHEDULE WITH THE CQUNEL4E-FRESNO_ALL EQUIPMENT DELIVERIES THAT REQURIE TESTING TO THE LOCATION SPECIFIED BY THE COUNTY. EQUIPMENT SHALL BE INCLUDED IN VARIOUS BID ITEMS OF WORK WITH NO SEPARATE PAYMENT THEREOF. DELIVERED BY THE CONTRACTOR ONLY AT A PREARRANGED TIME AND DAY. 6. IN THE EVENT OVERHEAD ELECTRICAL LINES EXIST WITHIN THE UMTTS OF CONSTRUCTION, MAINTAIN PROPER CLEARANCE. CONTACT P.G.&E.TO 23.THE CONTRACTOR SHALL FURNISH AND INSTALL NEW OVERSIZED STREET NAME SIGNS ON SIGNAL STANDARDS,AS SHOWN ON THE PLAN,PER CITY STANDARD DRAWING P-90.FURNISH AND VERIFY WIRE LOCATION(S). INSTALL NEW MOUNTING BRACKETS,AS NECESSARY.SUBMITTALS SHALL BE APPROVED BY THE COUNTY PRIOR TO ORDERING. 7. PRIOR TO ANY EXCAVATION AND/OR DIGGING, CONTRACTOR SHALL POTHOLE ALL AFFECTED UTILITY CROSSINGS TO VERIFY SIZE, DEPTH AND TYPE OF PIPE. CONTRACTOR TO PROTECT EXISTING UTILITIES TO REMAIN AT ALL TIMES DURING CONSTRUCTION. 24.SIGNS SHALL BE TYPE III OR IV RETROREFLECTNE SHEETING PER ASTM D4956-09.ALL SIGNS SHALL BE COVERED WITH A TRANSLUCENT ANTI-GRAFFITI FLUOROPOLYMER FILM THAT DOES NOT IMPAIR THE REFLECTIVITY OF THE SIGN. 25.THE CONTRACTOR SHALL CONTACT THE CITY OF FRESNO TRAFFIC OPERATIONS CENTER SUPERVISOR AT (559) 621-8669 TO OBTAIN I.T.S. EQUIPMENT SPECIFICATIONS PRIOR TO THE COMMENCEMENT OF WORK. (NOT APPUCABLE) 26.TONEA13LE CONDUIT SHALL BE CHECKED FOR CONTINUITY AND BONDED TO EARTH GROUND. 27.CONDUITS EXITING THE CONTROLLER FOUNDATION AND ENTERING INTO THE CONTROLLER CABINET SHALL BE ALIGNED TO ENTER WITHIN THE TEES SPECIFIED CABINETS WITHOUT ANY MODIFICATIONS TO THE CABINET BASE. 28.ALL RESURFACING SHALL MATCH EXISTING SURFACES AFTER SIGNAL FACILITIES ARE REMOVED AND/OR RELOCATED. 29.THE EXISTING TRAFFIC SIGNAL SYSTEM,INCLUDING DETECTION,AND/OR STREET LIGHTING SHALL REMAIN OPERATIONAL DURING CONSTRUCTION,UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE COUNTY ENGINEER. 30.ALL LUMINARE CIRCUITS SHALL BE FUSED.THE FUSE SHALL BE LOCATED IN THE LUMINAIRE HOUSING AT EACH POLE(5 AMP KTK FUSE IN TRON HEB TYPE FUSE HOLDER). s 31.THE CONTRACTOR SHALL FURNISH AND INSTALL POLE NUMBERS WHEN PG&E INDICATES THE NUMBER.POLE NUMBERS SHALL BE SHOWN ON THE AS BUILT DRAWINGS, 32.THE CONTRACTOR SHALL FURNISH AND INSTALL AN ACCESSIBLE(AUDIBLE)PEDESTRIAN SIGNAL(APS)SYSTEM(2-WIRE POLARA Inmigato2 OR APPROVED EQUAL)IN CONFORMANCE WITH THE CITYS STANDARD SPECIFICATIONS.THE APS SHALL PROVIDE BOTH A VIBRATING ARROW BUTTON AND AUDIBLE SOUNDS DURING THE"WALK"INTERVAL,AS WELL AS A LOCATING TONE DURING THE PEDESTRIAN CLEARANCE AND DON'T WALK INTERVALS.THE APS SYSTEM SHALL MEET CURRENT ADA AND CA-MUTCD REQUIREMENTS.ALL PEDESTRIAN PUSH BUTTONS SHALL HAVE A FOUR FOOT ACCESSIBLE PATH IN FRONT OF THE BUTTON. e THE APS ICCU-C(INTELUGENT CENTRAL CONTROL UNIT)SHALL BE SUPPLIED AND BE PLACED IN CABINET INPUT FILE 1-12/1-13 WITH THE CARD EDGE PLUGGED INTO 1-13. THE POWER 1 SUPPLY PIGTAIL SHALL BE CUT TO LENGTH TO ELIMINATE EXCESS CABLE,WITH POWER OBTAINED FROM THE PDA T1 TERMINAL STRIP,TERMINALS 1,3&5.CONTRACTOR SHALL PROVIDE THE COUNTY THE LATEST MEANS OF PROGRAMMING THE APS SYSTEM,AND DIGITAL COPIES OF AUDIO FILES. THE MEANS OF PROGRAMMING THE APS MUST MEET THE REQUIREMENTS OF THE MANUFACTURERS APPROVED AND TESTED DEVICES USE.THE CONTRACTOR OR VENDOR REPRESENTATIVE SHALL INSTALL THE INITIAL PROGRAMMING WITH THE SUBMITTED UNIT WITH COUNTY OF FRESNO TRAFFIC SIGNAL AND STREET LIGHT(TSSL)PRESENT.UPON COMPLETION CONTRACTOR WILL PROVIDE THE COUNTY WITH THE PROGRAMMING UNIT. 33.ALL TRAFFIC SIGNAL AND STREET UGHT MATERIALS SHALL BE REVIEWED AND APPROVED BY THE COUNTY OF FRESNO TSSL DMSION PRIOR TO ORDERING OF MATERIALS. ALL MATERIALS NOT APPROVED PRIOR TO ORDERING SHALL BE SUBJECT TO REJECTION AT NO COST TO THE COUNTY. 34.ANY STREET UGHT OR TRAFFIC SIGNAL PULL BOX IN THE SCOPE OF WORK OR ACCESSED BY CONTRACTOR SHALL BE CLEANED COMPLETELY,GROUTED,AND DUCT SEAL INSTALLED IN CONDUITS. 35.ANY BROKEN PULL BOX DAMAGED BY CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITONAL COST TO THE CITY OR THE COUNTY. fr 36.ANY PULL BOX ADJUSTED TO GRADE MUST BE ABLE TO ACCEPT A CITY OF FRESNO APPROVAL LOCKING LID AND THE CONDUITS MUST BE ADJUSTED TO MEET THE CITY STANDARDS. 37.ALL VEHICLE AND PEDESTRIAN SIGNAL SECTIONS SHALL BE TERMINATED USING AN INSULATED SPADE TERMINAL PROPERLY SIZED FOR THE WIRE ON THE SCREW.THE TERMINAL SHALL BE INSTALLED USING THE PROPER TOOLING AND TINNED WITH SOLDER PRIOR TO INSTALLATION.NO OPEN FLAME d 38.CONTRACTOR SHALL PROVIDE CITY OF FRESNO TSSL,CITY OF FRESNO TRAFFIC OPERATIONS CENTER(TOC)STAFF,AND THE COUNTY WITH TWO(2)FULL SIZE SETS AND ONE(1)PDF COPY OF THE MS-GUILTS DRAWINGS PRIOR TO SCHEDULING OF THE INSPECTION. 39.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SUPPORTING ANCILLARY DEVICES,TO SUPPORT ALL INTERSECTION IMPROVEMENTS. ¥ 40.NO TRAFFIC SIGNAL INSPECTIONS LATER THAN 2 PM UNLESS APPROVED BY THE COUNTY. s Under round Service At CALL »811„ (USA NORM) 1N0 YA10.71G a015 � m O��bro"A( 6EfaRE YOV MO ', G.q f �11). 13SV1 GRANTLAND AVENUE HAWK FUIND NO. REVERED: ~"ati 6� °TUG. REF.&REV. TRAFFIC SIGNAL OFFICE ENG. .S CITY ENG. * pw.ae/w/as 7h ! DR.BY: EWJ SHEET 140. 17 06/30/2025 �'h'oolviv C. EQUIPMENT AND CONDUCTOR SCHEDULES C._ 1z/13/2oia OF 17 sHFErs t GENERAL NOTES NE. AS SHOWN 4-E-3882 Exhibit B COUNTY OF FRESNO DEPARTMENT OF PUBLIC WORKS AND PLANNING COSTS AS BID ATP HERNDON-BARSTOW ELEMENTARY HAWK PROJECT: ATP HERNDON-BARSTOW ELEMENTARY HAWK Item No. Estimated Unit Final Pay Item Description Unit Price Amount Quantity 1 20,000 $ SUPPLEMENT WORK FOR PRICE INDEX FLUCTUATIONS $ 1.00 $ 20,000.00 2 1 LS TRAFFIC CONTROL SYSTEM $ 60,000.00 $ 60,000.00 3 2 EA CONSTRUCTION PROJECT FUNDING SIGN $ 2,000.00 $ 4,000.00 4 1 LS JOB SITE MANAGEMENT $ 500.00 $ 500.00 5 1 LS PREPARE AND IMPLEMENT WATER POLLUTION CONTROL PLAN $ 1,000.00 $ 1,000.00 6 29 SY REMOVE AND DISPOSE CONCRETE ADA RAMP $ 50.00 $ 1,450.00 7 18 SY REMOVE AND DISPOSE CONCRETE WALKWAY $ 55.00 $ 990.00 8 297 LF REMOVE AND DISPOSE CONCRETE CURB $ 10.00 $ 2,970.00 9 51 LF REMOVE AND DISPOSE CONCRETE CURB AND GUTTER $ 20.00 $ 1,020.00 10 86 SY REMOVE AND DISPOSE STAMPED CONCRETE $ 45.00 $ 3,870.00 11 316 SF REMOVE AND DISPOSE CONCRETE SIDEWALK $ 12.00 $ 3,792.00 12 6 SY REMOVE AND DISPOSE STAMPED SIGN AND POST $ 100.00 $ 600.00 13 7 EA REMOVE AND DISPOSE CONCRETE CHANNELIZERS $ 50.00 $ 350.00 14 1 EA REMOVE AND DISPOSE CONCRETE RETROREFLECTIVE MARKERS $ 200.00 $ 200.00 15 1 LS CLEARING AND GRUBBING $ 30,000.00 $ 30,000.00 16 163 CY F ROADWAY EXCAVATION $ 155.00 $ 25,265.00 17 1 LS FINISHING ROADWAY $ 8,000.00 $ 8,000.00 18 30 CY F CLASS II AGGREGATE BASE $ 270.00 $ 8,100.00 19 1 TON FOG SEAL $ 1,200.00 $ 1,200.00 20 1,540 SY COLD PLANE ASPHALT $ 12.00 $ 18,480.00 21 288 TON HOT MIX ASPHALT(TYPE A) $ 200.00 $ 57,600.00 22 1 TON MINOR HMA(TYPE E DIKE) $ 500.00 $ 500.00 23 365 LF PLACE HMA 7 INCH THICK x 1 FOOR WIDE PLUG $ 30.00 $ 10,950.00 24 37 LF PLACE HMA DIKE $ 80.00 $ 2,960.00 25 1 TON TACK COAT $ 1,200.00 $ 1,200.00 26 3 EA ADJUST STORM DRAIN MANHOLE LID TO GRADE $ 2,000.00 $ 6,000.00 27 151 SY CONCRETE ADA RAMP,SIDEWALK,WALKWAY,ELECTRICAL PAD(MINOR $ 140.00 $ 21,140.00 CONCRETE) 28 342 LF CONCRETE MEDIAN ISLAND CURB(MINOR CONCRETE) $ 52.00 $ 17,784.00 29 120 LF CONCRETE CURB AND GUTTER(MINOR CONCRETE) $ 83.00 $ 9,960.00 30 102 SF DETECTABLE WARNING DEVICE $ 47.00 $ 4,794.00 31 113 SY STAMPED CONCRETE(MEDIAN) $ 139.00 $ 15,707.00 32 16 EA INSTALL SIGN AND POST $ 700.00 $ 11,200.00 33 7 EA INSTALL NEW CHANNELIZERS $ 250.00 $ 1,750.00 34 88 EA RETROREFLECTIVE PAVEMENT MARKER(TYPE H) $ 14.00 $ 1,232.00 35 1 EA FIRE HYDRANT MARKER BLUE $ 130.00 $ 130.00 36 468 LF THERMOPLASTIC TRAFFIC STRIPE(DETAIL 39) $ 3.00 $ 1,404.00 37 655 LF PAINT TRAFFIC STRIPE(DETAIL 39) $ 2.00 $ 1,3t0.00 38 810 LF PAINT TRAFFIC STRIPE(DETAIL 39A) $ 2.00 $ 1,620.00 39 458 LF PAINT 6"WHITE DIAGONAL(BUFFER) $ 2.00 $ 916.00 40 346 LF THERMOPLASTIC 8"WHITE DIAGONAL LINE $ 4.00 $ 1,384.00 41 1,945 LF THERMOPLASTIC TRAFFIC STRIPE(DETAIL 27B) $ 3.00 $ 5,835.00 42 54 LF THERMOPLASTIC 12"STOP BAR LINE $ 5.00 $ 270.00 43 308 LF PANT RED CURB $ 2.00 $ 616.00 44 42 SF PAINT PAVEMENT MARKING(A24C)(BIKE ARROW&SYMBOL) $ 5.00 $ 210.00 45 238 SF THERMOPLASTIC PAVEMENT MARKINGS(A24D) $ 5.00 $ 1,190.00 46 432 SF THERMOPLASTIC CROSSWALK STRIPE(A24F) $ 5.00 $ 2,160.00 47 691 SF REMOVE PAVEMENT PARKINGS $ 6.00 $ 4,146.00 48 1,847 LF REMOVE THERMOPLASTIC STRIPING $ 5.00 $ 9,235.00 49 1 EA REMOVE FLASHING BEACON $ 15,000.00 $ 15,060. 00 50 1 EA FURNISH AND INSTALL HIGH-INTENSITY ACTIVATED CROSSWALK(HAWK) $ 205,000.00 $ 205,000.00 51 1 LS MOBILIZATION $ 57,000.00 $ 57,000.00 Improvements Subtotal $661,990 Contingency(15%) $99,299 CE $ 107,913 Total CON $869,202 Estimated ATP City-In kind Amount Due Costs-County Funding Local Match Central Unified County-Match City Cash Match Match from City PA&ED $31,307 $0 $31,307 $0 $15,654 $15,654 $15,654 PE $99,337 $84,000 $15,337 $0 $7,669 $7,669 $20,000 ($12,332) ROW $26,919 $23,000 $3,919 $0 $3,919 $0 $0 CON $869,202 $496,000 $373,202 $50,000 $161,601 $161,601 $161,601 TOTAL $1,026,765 $603,000 $423,765 $50,000 $188,842 $184,923 $20,000 $164,923