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HomeMy WebLinkAboutBattery Electric Bus Charging Infrastructure_8.5 x11general notes: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILIRES. 2. THE CONTRACTOR SHALL POSSESS A CLASS LICENSE AT THE TIME OF BID OPENING. datum: BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ON THE WORLD GEODETIC SYSTEM OF 1984 (WGS84) REFERENCE FRAME, AND CONSTRAINED TO THE CALIFORNIA STATE COORDINATE SYSTEM, ZONE 5, US SURVEY FEET, AS DETERMINED BY RTK CPS OBSERVATIONS ON POINT 8038 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK' (JANUARY 2007) HAVING A PUBLISHED VALUE OF N-2302425292 E-5785491.182. BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT ii53 AS SHOWN ON THE CITY OF SAN LUIS OBISPO 'BENCHMARK SYSTEM" (2020) HAVING A PUBLISHED ELEVATION OF 134.3T. project location. ADDRESS: 29 PRADO ROAD, SAN LUIS OBISPO, CA APN: 053-1052-005 OWNER: CITY OF SAN LUIS OBISPO legend: index to plans sheet no. description 1 TITLE SHEET 2 SITE PLAN 3 STRUCTURAL NOTES 4 STRUCTURAL NOTES 5 STRUCTURAL DETAILS 6 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS 7 SINGLE LINE DIAGRAM 8 ELECTRICAL SCHEDULES 9 ELECTRICAL SITE PLAN 10 ELECTRICAL DETAILS 11 ELECTRICAL DETAILS Refere oe D—asul: City Standard Specifications - August 2020 Edinan City Engineering Standards - August 2020 Editon Gl't Y Off, Q) O rgt'S t' EXISTING PROPOSED \ / V aRa y_+ BATTERY ELECTRIC BUS —xCFa��R �.,.." —X— CHARGING INFRASTRUCTURE wn a QpOFESS/O rDr+cE unw NDUIT h��e�N P. NF<o�Fi' Z INNNOwN IILIW ElE N * , C 79870 9TFOF CAL�� rzic-C... .n—I Q E en -ly Ar— C, .11 O APPRO D BY E�Enalcn� rO�. EOx —P 0 Enx e RIanT-OF-w.r ROw July 23, 2025 B an A. V,/rox 0Eng/nee R.C.E. C79870 Appr vedDate ,wnrvS�.Ea 0 4e Dnn. INSET Q � COICRETE 0 0 Knaw. what's bBIOW. SPECIFICATION NO. 2000403 DATE 6/30/2025 ENo.a._T,.N SHEEP 1 Call before you dig. of I - I . I I © I IE�fF I I n77777777[ti7-SS'JLae� �.!•r7-- I I I m� I I I I I ��'77777777777i-'a7®���C-11=�_ SITE PLAN CONSTRUCTION NEYNOlES: O EXISTNG ELECTRIC VEHICLE CHARGING STATON, CONCRETE PAD, AND BOLLARDS. 2 TOTAL. O INSTALL ELECTRIC VEHICLE CHARGING STATIONS ON EXISTING CONCRETE PAD PROMDED BY THE CITY. CUT EXISTNG ANCHOR BOLTS TO PAC GRADE AND INSTALL NEW ANCHOR BOLTS PER DETAIL 3 AND 4. SHEET 5. 4 TOTAL, O3 EXISTING CONCRETE PAD AND BOLLARDS FOR NWUFE ELECTRIC VEHICLE CHARGING STATIONS 4 TOTAL. ® CONCRETE PAD FOR POWER BLOCKS PER EI£CTRICA_ DRAWINGS AND STRUCTURAL DETAILS. INSTALL 2 POWER BLOCKS, O5 INSTALL POWER BLOCKS PROVIDED BY THE CITY. © FUTURE POWER BLOCKS. O EXISTING PULL BOX. ® AREA RESERVED FOR CANOPY COLUMN. 0011— TO BE CONSTRUCTED UNDER SEPARATE CONTRACT. O REMOVE EXISTNG CHAINMNK FENCE TO LIMITS SHON , ,O INSTALL 6—FT CHAINUNK FENCE PER CALTRANS STANDARD DETAIL AM AND CONNECT TO EXISTNG. it REMOVABLE BOLLARD PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 7335. 4 TOTAL. 12 CUT, PLUG, AND REMOVE PORTION OF INTERFERING EXISTING ABANDONED 181 CMP STORM DRAIN. CONTRACTOR TO EXPOSE PIPE FOR FIELD INVESTGATON BY CITY PRIOR TO CUT AND REMOVAL. 13 APPROXIMATE LOCATION OF CONDUIT STUB UP FOR POWER BLOCK. RELOCATE EXISTING CONDUIT PER ELECTRICAL DRAWNGS. 14 PROTECT IN PLACE. 15 INSTALL PULL BOX LEVEL WITH THE SURROUNDING SURFACE PER ELECTRICAL DRAWINGS. O POTHOLE EXISTNG UTILITY, O REMOVE AND REPLACE B" CLASS 2 CONCRETE PAVEMENT WITH #4 ® 24" O.C. BOTH WAYS REINFORCING TO BE PLACED 3" ABOVE BOTTOM OF POUR OVER 6" CLASS II AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPAOTON, CR MATCH EXISTNG WHICH EVER 15 GREATER, FOR CONDUIT TRENCH PER ELECTRICA_ DP.AWINGS.SEE DETAIL 5, SHEET 5. 18 SAWCUT REMOVE AND REPLACE S" CLASS 2 CCNCRETE PAV'EMFNT WITH 74 ® 24" O.C. BOTH WAYS REINFORCING TO BE PLACED 3" ABOVE BOTTOM OF POUR OVER EXISTING 6" CLASS II AGGREGATE BASE COMPACTED TO 95%RELAT,E COMPACTOR, OR MATCH EXISTNG WHICH EVER IS GREATER, TO THE NEAREST EXPANSION JOINT AS SHOWN OV THE PLANS. DIMENSIONS ARE APPROXIMATE. SEE DETAIL 6, SHEET 5. 1O9 SAWCUT TRENCH ON 6" WHITE THERMOPLASTIC PARKING STALL STRIPING. REPLACE VATH 6' WHITE THERMOPLASTIC PARKING STALL STRIPING 20 BID ALTERNATE 1 — INSTALL POWER BLOCK. O BID ALTERNATE 1 — INSTALL ELECTRIC VEHICLE CHARGING STATCNS ON EXISTING CONCRETE PAD PROVIDED BY THE CITY CUT EXSTING ANCHOR BOLTS TO PAD GRADE AND INSTALL PEN ANCHOR DOLTS PER DETAIL 3 AND 4. SHEET S. 2 TOTAL 2© BID ALTERNATE 1 — INSTALL PULL BOX L—L VIITH THE SURROUNDING SURFACE PER ELECTRICAL DRAWINGS. 23 BID ALTERNATE 1 — REMOVE AND REPLACE 8" CLASS 2 CONCRETE PAVEMENT WTH Y4 0 24' O.C. BOTH WAYS REINFORCING TO BE M- CED 3' ABOVE BOTTOM OF POUR OVER 6" CLASS II AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTOL OR MATCH EXISTING WHICH EVER IS GREATER, FOR CONDUIT WRENCH PER E-ECWRICAL DRAWNGS. 24 BID ALTERNATE 1 — SAWCUT, REMOVE AND REP -ACE 8" CLASS 2 CONCRETE PAVEMENT WITH 74 ® 24" O.C. BOTH WAYS REINFORCING TO BE PLACED 3' ABOVE BOTTOM OF POUR OVER EXISTING 6" CLASS II AGGREGATE BASE COMPACTED TO 95% REUTVE COMPACTOIR, OR MATCH EXISTING WHICH EVER IS GREATER, TO THE NEAREST EXPANSION JOINT AS SHOWN ON THE PLANS. DIM-NSIONS ARE APPROXIMATE. SEE DETAIL 6, SHEET 5. 26 BID ALTERNATE 1 — SAWCUT TRENCH ON 6' WHITE THERMOPLASTIC PARKING STALL STRIPING. REPLACE WITH 6" WHITE THERMOPLASTIC PARKING STALL STRIPING. s, 10t ^\ 10 x / 13 \\ - i SD A,- L — °\f � V 1233 }F� \ e aP\ 4 11 14 X f6 fu fs FN �,s — � n POWER BLOCK DETAILSCAIAz o Z a H APPROVED: O],'1612_25 *ma KK KK wo na AK AK AI=.. £ 06MI2025 raraw2000403 2Of11 GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WEN THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE CBC, IBC STANDARDS. IBC ADOPTED STANDARDS, AND IBC RECOGNIZED STANDARDS AND OF ANY REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTUN OF THE WORK INCLUDING LOCAL STATE AND HEALTH FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. 2 FEATURESN UNLESS OTHERWISE INBICAIEDPPLY TO ALL STRUCTURAL 3. IF CERTAIN FEATURES ARE NOT ILLY SHOWN OR CALLED OUT ON THE DRAWNGS OR IN AS FOR SIMILAR SPECIFICATONS,,THEIRONSTRUCTION SHALL BE OF CHARACTER THE SAME 4. THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED SIHUCTURE AND DO NOT INDICATE METHODS. PROCEDURES OR SEQUENCE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS AND HOLES AND OPENINGS REQUIRED IN STRUCTURAL MEMBERS. ALL DISCREPANCIES SHALL BE CALLED .... BE PROCEEDING WIN THE MEN 6. PRIOR TO SUBMITING SHOP DRAWINGS AND PRODUCT DATA. THE CONTRACTOR SHALL VERIFY THAT THE SUBMITTALS MEET THE REQUIREMENTS OF THE DRAWNGSELIFICAUTYEAND SPECIFICATONS. THE CONTRA TOANY EXCEPTONS TO THESE RSI WITH THE SUBMITTAL ). OPENINGS. POCKETS. ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWNGS. NOTIFY THE STRUALCTURENGINEER WHEN WORK REQUIRES OPENINGS, POCKET$ ETC. IN MEMBERS NOT 'IT'- R1 THE GENERAL N-1 THE SPECIFICATIONS. THENNIO GENERA NOTES WTHAND TYPICAL DETAILS SHALL GOVERN. NOTES AND DETAILS WITHIN THESE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES. * CONSTRUCTION MAIN A L' SHALL 11 SPREAD OUT I ' PLACID ON SLAIG SQUARE FOOT PROVIDE ADEQUATE SHORING WHERE OVERLOAD IS A PER ANICIPATED. U "LESS SPEC FRALLY 1H OWN OR NOTED IN E STRUCTURAL DRAIN11 R ECU"MENT ANCHORAGE OR INSTALLATION THE ESTATE of CAUFORNIA. LAND SHALL BE SHOWN ONNTHE ARCHITECTURAL. MECHANICAL AND/OR ELECTRICAL DRAWINGS. CONNECTIONS OF ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS SHALL BE DESIGNED TO RESIST GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC. 11ALL CORRESPONDENCE SHALL GO THROUGH THE PRIME CONSUITTANT. EXISTING sPQUNBDERGROILITY OF THE oNmDroR TIILITIESLOCATE ISTINc UILITES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THELOCATON OF ANY EXISING UNDERGROUND UTILITIES SHOWN ON DRAWINGS, 2 RESULT TNFROM THIS FAILURE TO LOCATE AND PRESERVEA AALL EX SIN MAY UNDERGROUND UTIUTIES, DIMENSIONS 1. DO NOT SCALE DRAWINGS. DRAWING SCALES GIVEN ARE APPROXIMATE. DISCREPANCIES SHALL BE CONVEYED TO THE STRUCTURAL ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING. 2 MEN"'NS FIR OR TO STARTING CONSTRUCTION"ALL. THEE ENGINEANDER SHALL BE (NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. PROJECT DESIGN CRITERIA 1. CODE: 2019 CALIFORNIA BUILDING CODE 2. RISK CATEGORY: 11 3. MND DESIGN DATA DESIGN METHOD: ENVELOPE METHOD EXPOSURE CATEGORY: C BASIC WIND SPEED (3-SEC GUST), GULF 98 MPH INTERNAL PRESSURE COEFFICIENT, GCH: 30.18 4. EARTHQUAKE DESIGN DATA. SEISMIC IMPORTANCE FACTOR. TIE: 1.0 MAPPED SPECTRAL RESPONSE SG: 1.045 G SITE CLASS SPECTRAL RESP 5 SE COEFFICIENTS 0 835 G Soo 0.492 G GEOTECHNICAL DATA 1 IS BASED ON MIwMUM aiouiaiMETMiY1sPe�aESEcnoN laos DF FOUNDATION 2. FOUNDATION TYPE: CONVENIONAL SPREAD FOUNDATON DEDIGN VALUES ALLownRLE REAR NG PREssuREs DL + ELSoo PSF DL + OIL + WND OR SEISMIC 20DO PSF COEFFICPASS "IENT OFPRESSUFRICION 0525 PCF 3. ALL FOOTINGS SHALL BEAR ON COMPACTED UNDISTURBED SOIL. DEPTH OF SHALLFOOTINGS SHOWN ONFOPING BE LOWERTHEED AS REDRAWN'SQUIREAREDMTO REMMUM,OVE AN'THE OR LOOSE EXISTING CONDITIONS UNLESS1WORK SHOWN IS NEW NOTED AS X) 2. EXISTING CONSTRUCTON SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE INVESTIGATION AND CAN BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL VERIFY ALL E%IRTNG JOB CONDITIONS RENEW ALL DRAWINGS AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. THE CONTRACTOEXCEPTIONSRBEFORE PROCEEDING WITH THE WORKL DISCREPANCIES AND 3. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE PERFORMED WTI CARE IN ORDER NOT TO JEOPARDIZE THE STRUCTURAL R' " THE STRUCTURE IF STRUCTURAL MEMBERS OR MECTI ELECTRICAD FOR REMOVAL INTER FERELWITH THE OR AS HINEW WORK. FNOTIFY THE ENGINEER EIMMEDIATELY AND OBTAIN APPROVAL BEFORE REMOVAL OF MEMBERS. 4. THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION WHEREVER S THE NHALT FINCONVENIENCE INTERRUPTION OF DAY-M DAY WORK TOTHEOMER ANDWITHOUT OPERATORS. THE CONTRACTOR SHALL ENSURE SAFE TRAVEL OF PERSONS AROUND AREAS OF CONSTRUCTION AND SHALL COORDINATE ALL OPERATONE WTI THE OWNER OR THE OWNER'S AGENT. B ANY OPERATORS, USING MATERIALS AND WORKMANSHIP SIMILAR TO THAT WHICH IAS ). ALL REMOVED ITEMS, MATERIALS AND DEBRIS, UNLESS OIIERWSE NOTED, SHALL BE REMOVED PROMPTLY FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER, B. DO NOT CORE OR CUT NEW OPENINGS IN EXISTING CONCRETE OR MASONRY WTHOUT SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER. SUBMIT DIMENSIONED LAYOUT OF ALL PROPOSED NEW OPENINGS TO THE STRUCTURAL ENGINEER FOR RENEW AND APPROVAL PRIOR TO CORING OR CUTTING 11ENN11IRDNE'10E1A.CDTGR. AT THEIR - EXPENSE. STALL USE RUN DES CT TH ToEXISTING RENIORIINI- REINFORCING SHALLM MNOT BE CUTLWTHOUT SPECIFIC APPROVAL OF THE NG STRUCTURAL ENGINEER. REINFORCING STEEL t. ALL PORTIONS OF WORK PERTAINING TO CONCRETE REINFORCING CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, CHAPTER 19, ACI STANDARD 318, AND OTHER REFERENCED DOCUMENTS. 2. RENFORCING STEEL All A615 GRADE DID. ASW A7U6 WHERE WELDED DR 3. ALL REINFORCEMENT SHALL BE CONTINUOUS. STAGGER SPLICES WHERE POSSIBLE. LAPS SHALL BE PER TYPICAL DETAILS, UNLESS NOTED OIIERWSE. A' BUT N"RCN' BAR 'ENDS SHALL ' E MADE COLD. RENFRCING SHALL NOT BE RE -ENT I TH CUT APPROVAL C, S_CTN RA L IN G'= 5. REINFORCING STEEL SHALL BE CLEAN, FREE OF EXCESSIVE RUST, GREASE, 6 OOITM ORRWOTHER RMATERIAL CONC RETIE COLVER OFORFOR IMPAIR INBOND. CEMENT, UNLESS NOTED A. MILD REINFORCED CONCRETE: CAST AGAINST EARTH: CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER: o BAR AND LARGER: 3 INCHES 2 INCHES 95 BAR AND SMALLER: NOT EXPOSED TO EARTH OR WEATHER: 1K INCHES SL is AN ALLER): >: INCH ND BEAMS, GIRDERS, A COLUMNS (To TIES): CLEARANCES ARE TO CLOSEST REINFORCEMENT. 34 INCHES POST -INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS INCLUDE ALL ADHESIVE ANCHORS (REINFORCING BAR DOWELS AND THREADED RODS) EXPANSION ANCHORS. SCREW ANCHORS AND UNDERCUT ANCHORS SET IN HOLES DRILLED IN EXISTING CONCRETE OR MASONRY. 2 "TALLATOREQUIREMENTSIOFANCHOR' WAT'HALLON OR IAI"N FORMMO REPORTS AND MANUFACTURERS' RECOMMENDATONS, 3. MARK THE LOCATON OF ALL EXISTING REINFORCING IN THE SUBSTRATE MATERIAL WITHIN 12' OF THE PROPOSED LOCATIONS OF ALL POST -INSTALLED ANCHORS. NOTIFY THE ENGINEER OF ANY CONFUCTS DISCOVERED BETWEEN THE PROPOSED ANCHOR LOCATONS AND THE E%ISTNG REINFORCING PRIOR TO FABRICATION OF ANY STEEL AND PRIOR TO ANY HOLE DRILLING, SO AS TO All UITI CUTrNG, OR OINERMSE HARMING THE EXISTING REINFORCING HOLES FOR ADHESIVE ANCHORS IN CONCRETE SHALL BE DRILLED. CORED HOLES ARE NOT PERMITTED. 1. EXPANSII� A. TLI KWIK-BOLT TO ICC ESR-19ANGININ1 ]. ROVED EQUAL LINO. CONCRETE t LL PORTONS OF WORK PERTAINING TO CONCRETE CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, CHAPTER 19, ACI STANDARD 318 AND OTHER REFERENCED DOCUMENTS. 2. ALL CONCRETE SHALL BE READY -MIX IN ACCORDANCE WITH All CRT 3. CEMENT: All C150 TYPE II, 4. AGGREGATE: ASTM C33. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL GDNFORM TO All C-Do S NON -SHRINK GROUT. ASTM C1102, PREMIXED, NON -STAINING, NON -SHRINK 6. ADMIXTURES SHALL BE APPROVED BY STRUCTURAL ENGINEER PRIOR TO USE. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CHLORIDE(S) SHALL NOT BE USED. 7. PROVIDE A11REIATE1 THAT DO " IT C .. AN ANY SUBSTANCE WHICH MAY AGIVE WITH THE LKALIES N THE COARSE AGGREGATES E SHALL BE TESTED AIN ACCORDANCE WITH CEMENT C1260D SHOULD THE TEST DATA INDICATE POTENTIALLY REACTNE AGGREGATE, REJECT THE AGGREGATE(E) OR PERFORM ADDITIONAL TESTING USING ASTM C156). 1. CIN CRETE MIXES SHALL BE DESIGNED BY A C AALIKED TESTING MX DESIGNS SHALL CGN'.RM TO AC, '1E . CHAPTER 5, SEC. 1903, & 1904T MXE' ARE THE IECT/ENGE AL. DO NOT CAST CONCRETE WITHOUT APPROVAL BY ARCHITECT/ENGINEER. MAX AGG. MAX W/C 0 FOUNDATONS 4000 PSI 1)1" 0.45 ALL CONCRETE SHALL BE HARD FORK AGGREGATE, REGULAR -WEIGHT 9. MAXIMUM SLUMP SHALL NOT EXCEED 3- +/- 1" FOR FOOTINGS. SLABS ON /- R OILHER CONCRETE NS BADE, No NOTED SHALL APPLY4TO CONCRETEMIX PRIOR TO THE ADDITION OF ANY WATER -REDUCING ADMIXTURES OR SUPER -PLASTICIZERS. 10. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304. CLEAN AND ROUGHEN (BY SANDBLASTING, RUSHAMMER, OR OTHER APPROVED METHOD) TO Y4" AMPLIIIDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 11. CONCRETE SHALL BE PLACED IN ACCORDANCE WTI ASTM C94 AND ACI STANDARD 304. 12. WHEN COLD WEATHER CONDITONE EXIST. PLACE CONCRETE IN COMPLIANCE WIN ACI 305. WHEN HOT WEATHER CONDITIONS EXIST. PLACE CONCRETE IN COMPLIANCE WITH ACI 306. IN HOT CONDITIONS, REINFORCING SHALL BE KEPT COOL DURING CONCRETE PLACEMENT. 13 MUSTTBE REVIEWED BYCIHE STRUCTURAL ENGINEER. CONCRETE SLABN ON GRADE SHALL HAVE CONTROL JOINTS AS SHOWN ON THE FOUNDATON PLAN, WHERE CONSTRUCTION/CRACK CONTROL JOINTS ARE NOT SPECIFIED. PROVIDE AT A ROUGHLY SQUARE PATTERN WITH SEGMENTS NOT EXCEEDING 150 SQUARE FEET IN AREA. 14. PRAIES,CETC., ASAREOUIREDSFOR FULLHRINK BEARINGUT ER BASE PLAITS, SILL 15. ALL REINFORCING BARS. ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE, STABBING OF ANCHOR BOLTS OR REINFORCING INTO WET CONCRETE IS NOT ALLOYED. 16 CONCRETE BEFORE FPLAC ING. DO NOT CUT (ANT REINNFORC ELEITRNGI IN OF MGAL N IN CONFLICT CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. Y NOTIFY THE STRUCTURAL ENGINEER, IN ADVANCE, OF CONDITIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, WALL, BE CONCRETE FILL OVER METAL DECK. OR COLUMN. UNLESS NOTED OTHERWISE. 18. CONCRETE ELEMENTS SHALL REACH SPECIFIED -DAY COMPRESSIVE STRENGTH BEFORE BEING LOADED, UNO. FOUNDATIONS t WHEN SHOWY, THE ELEVATIONS OF FOUNDATONS INDICATE THE ESTIMATED PURPOSES ON FOUNDATION DEPTHS.S ELEVATIONS SHOWN AARE FORBLEABIDDINGLY AND AN E MATERIAL. TOR BIAIUMEB TO BE IN BUT THE CONTRA SHALL SOLELY RESPO 2 FOR ALL EXCAVATOR PROCEDURE .C INCLUDING LAGGING. SHORINGNSIBLE AND PROIECION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL JURISDICTION. 3. DEWATER EXCAVATIONS AS REQUIRED TO MAINTAIN DRY WORKING CONDITIONS. 4. EXCAVATONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE AND/OR MASONRY HAS ATTAINED SPECIFIED 28-DAY COMPRESSIVE STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT BUILDING AND PIT WALLS BELOW GRADES FROM LATERAL LOADS UNTIL SUPPORTING FLOORS AND OR ROOFS ARE IN PLACE AND HAVE ATTANED 5. ALL ABANDONEDFULL FOOTINGS. UTILITIES, ETC.. WHAT INTERFERE WITH NEW CONSTRUCTION. SHALL BE REMOVED. 6. THE BOTTOM of FOOTINGS SHALL BE LEVEL. CHANGES IN FDOING ). CENTER FOOTINGS UNDER WALLS OR COLUMNS UNLESS OTHERWISE INDICATED ON THESE DRAWINGS. ENCLINI NEAR F RINGS. WHERE IDA.LE. S.E TYPICAL PIPE AAN'ND TRENCH BETAIL, WHEN INCLUDED WITHIN THESE 9. EMBEDDED ITEMS MUST BE TED N PLACE PRIOR To FOUNDATION INSPECTION. SUBMITTALS 1. SUBMITTALS SHALL BE SUBMITTED TO THE PRIME CONSULTANT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THE ITEMS2. A SCHEDULE FOR SUBMITTAL OF SHOP DRAWINGS SHAILL BE PREPARED BY THE CONTRACTOR AID REVIEWED BY THE IR' ME CPU SULTAN T AND SCHEDULEASHALL PROPORTION THE QUANTITY OF SHOPCAT DRAWINGS TO BE REVIEWED IN EACH SUBMITTAL TO ALLOW SUFFICIENT TME, AS DEEMED REASONABLE IN THE PROFESSIONAL JUDGEMENTQUAOF THE PRIME CONSULTANT AND TO REI MINIMUM OF (10) WORKING RBATS FOR REVIEW BY THE STRUCTURAL ENGINEER. 3. SHOP DRAWINGS SHALL INDICATE THE DATE OR RMSION OF DRAWING(N) Y E LA DATE OR REV N or NG(S) WRE PREPARE'DRALM EHAT 0 INT%CH 'E�TDI WE So "'OUT REVEIREV'ENLY SHOP DRAWNGS - ARE COMPLETE WILL BE ACCEPTED FOR 4. IF. AFTER RENEW. THE SHOP DRAWINGS MUST BE REVISED AND RESUBMITTED. THE SHOP DRAWINGS SHALL IDENTIFY EACH REVISION AND/OR ADDITION BY CLOUDING OR OTTER MEANS TO ASSURE PROPER RENEW. AFTER INDICATNGN COMPLIANCREVEWEDE WITANDH STHEEREQUIREMTHEENTS'ENEOF THE CONTRACTOR. CONSTRUCION DOCUMENTS, SUBMITTALS NOT COMPLYING 'NTH THE REQUIREMENTS NOTED ABOVE OR IN THE SPECIFICATIONS WILLBE RETURNED WITHOUT REVIEW. 6. SUBMITIALS SHALL INCLUDE TFORE INDICATED ON THE FOLTIIINI "IT AS WELL AS ANY OTHER INS HE RATED ITH PROVIDED FOR CONVENIENCE ONLY AND NMAYENOTEINCORPORAM ALL LIST IS REQUIREMENTS INDICATED IN THE PROJECT SPECIFICATIONS. EARTHWORK 1. LABORATORY ANALYSIS FOR EACH SOIL MATERIAL PROPOSED FOR FILL AND BA REEL FROM ON -SITE AND BORROW SOURCES. 2. OPTIMUM MOISTURE -MAXIMUM DENSITY CURVE FOR EACH SOIL MATERIAL USED AS FILL, SUBGRADE SUBBASE, OR BASE COURSE, CONCRETE FORMS AND ACCESSORIES 1. SHOP DRAWINGS INDICAING PERINENT DIMENSIONS. MATERIALS, BRACING. AND ARRANGEMENT OF JOINTS AND TES. CONCRETE REINFORCEMENT 1 DFAMN"IT'THEREQUIREMENTS OF ACI SP-65. INCLUDE BAR SCHEDULES. SHAPES OF BENT BARS. SPACING OF BARS. AND LOCATION OF SPLICES. 2. MANUFACTURER'S CERTIFICATE CERTIFY THAT REINFORCING STEEL AND CCE SGRINS SSUPPLIED FOR THIS PROJECT MEET OR EXCEED SPECIFIED REQUIREMENTS. 3. TIDING PROCEDURE FOR EACH UNIQUE WELD FORCING STEEL, CHARACTERIZEDBY (POSITION,,, PR CESS SIZE, MATERI L). 1. PRODUCT DATA AND CODE EALUA"N REPORTS FOR THE NO MECHANICAL COUPLERS. DEFORMED BAR ANCHORS. AND HEADED REINFORC 5. REPORTS: CERTIFIED COPIES OF MILL TEST REPORTS FOR EACH HEAT OF REINFORCING PROVIDED TO THE PROJECT, DOCUMENTING COMPLIANCE WITH THE APPLICABLE ASIM SPECAFICAIIN. INCLUDING CHEMICAL ANALYSIS, TENSILE TESTS AN. SEN. TESTS CAST -IN -PLACE CONCRETE 1. M I DESIGNS AND TEST DATA FOR CONCRETE MIXES, AT L AST 15 DAYS PRIOR RM TOINTENDED TFOLLOWI PLACEMENT . MIX DESIGN SUBMITTALS SHALL INCLUDE, AS A. LIST OF MATERIALS PROPOSED WEIGHTS AND VOLUMES OF EACH MATERIAL PER CUBIC YARD. C AND FINE NAGGREGATES MEET LSLNG OF ETHE REQUIREMENTS GATES AND .LISTED IN ATION THEOARSE CONCRETE MATERIALS ARTICLE OF THE CAST -PLACE CONCRETE SECTION of THE SPECIFICATIONS. D. LIST OF ADMIXTURES, WTH MANUFACTURER'S DATA SHEETS. C CERTIFICATION THAT ALL AGGREGATES ARE COMPATIBLE WON! THE F. =TDRCYEMENTT REPORTS FROM TRIAL BATCHES OF FELD EXPERIENCE, G. THEAMIX (CABLEDESIGN SHFORALL BTHEE SIGN'PEFED BY A PROFESSIONALC MIX PROPOSED FOR USE ENGINEER LICENSED IN THE STATE OF CALIFORNIA. 2. PRODUCT DATA, MATERIAL SAFETY DATA SHEETS (MEDS) AND CODE EVALUATON REPORTS,, AS APPLICABLE, FORPROPRIETARY MATERIALS AND EPDXY ITEMS, INCL11111 CURNI COMPOUNDS, 3. DRAWINGS INDICATING PROPOSED LOCATIONS OF CONSTRUCTION JOINTS AND CONTROL JOINTS. 4. DESCRIPTON or CURING METHODS PRCPDSED AND PRODUCTS TO BE POST -INSTALLED ANCHORS I PRODUCT DATA AND CODE EIALUAIIN REPORTS FOR ANCH.Rl PROPOSED 2. PREPARATION INSTRUCTIONS AND RECOMMENDATONS. 3. INSTALLATION METHODS. 4. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. U) W 0 Z U D APPROVED: O]IIBI22 Ilcxrn ev: KK wn ev. KK o� nK RwEo xY. AK ASSHOWN E 01 +�Eax2000403 3Of11 STATEMENT OF STRUCTURAL OBSERVATION 1. STRUCTURALBOBSERVAnoN S NOT REQUIRED BY CHAPTER 12 OF THE CALIFORNIA UILDING CODE. STATEMENT INDICATED QN THE RA SPECIALINSPER REQUIRED TESTS DD FOR THIS PROJECT. THE TESTS AND INSPECTIONS INDICATED HERE ARE THE RESPONSIBILITIES OF THE OWNER'S SPECIAL INSPECTOR, AS REQUIRED BY CHAPTER 17 OF THE CALIFORNIA BUILDING CODE. CONFORMANCENWPH THE APPROVED DESIGNN DRAWN. AND S'NEDPECIFICATIONS. 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ARCHITECT/ENGINEER AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE A OF 3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND APPLICABLE STANDARDS OF QUALITY AND WORKMANSHIP OF THE CBC. 4 THE ARCHITECT. SIR UCTURALTIENGINA OREERCAND THE SPECIALS INSPECTORWING ORDER TO DISCUSS THE SPECIFIC REQUIREMENTS OF THIS PROJECT, 5. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONCRETE CONCRETE REINFORCEMENT AND CAD-N—PILACE ANCHORS 1. REINFORCING STEEL PLACEMENT. VERIFY THE FOLLOWING: A IN ONREIORCINGSGRADE,, SIZE, NUMBER, LOCATION, CHI THE BRAWNIS AND AAND RE I BENDDETALNG ARE ACCEPTABLE COND B. ALL REQUIRED DEVICES HAVE BEEN PROPERLY INSTALLED TO SECURE THE REINFORCEMENT IN PLACE DURING THE PLACEMENT OF CONCRETE. K INSTAILITALON OF CAB —PLACE ANCHORS AND OTHER EMBEDMENTS. WE BY HHE FOLLOWN_G IN B. THE ANCHOR DIAMETER. LENGTH. TYPE. GRADE. AND DEPTH OF EMBEDMENT INTO THE CONCRETE. C ALL REQUIRED ITEMS HAVE BEEN P TO SECURE THE M. DURING PLACEMENT CONCRETE CAST —IN —PLACE CONCRETE 1. PLACEMENT OF CONCRETE. VERIFY THE FOLLOWING: A IS APPROVEDRMIA BESIETE GNRAPPED RILHEJll OPN AIE FORAIHEEAPPLICATIOD N AND IS TME TRANSPORTED AND PLACED WITHIN THE TIME AND UNDER THE CONDITIONS PERMITTED BY ASTM C94 AND THE PROJECT SPECIFICATIONS. B E THE S.PLACED, CONSOLIDATED, AND FINISHED AS INDICATED ON C. TEST SPECIMENS ARE TAKEN AND CURED AS INDICATED IN THE PROJECT SPECIFICATIONS. I SAMPLING OF SLUMP TO COMPLY RESHWIIHNASTM C 9ILM C 112, EXCEPT AS MODIFIED FOR A. SLUMP: AS iM C 143; ONE TEST AT POINT OF PLACEMENT FOR EACH SET OF COMPRESSION TEST SPECIMENS; ADDITIONAL TESTS WHEN CON CRETE CHANGED B. CONCRETE TEMPERAURE: ASTM C —1IT HAW;ONE TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEGREES FAHRENHEIT AND BELOW OR 00 DEGREES FAH RENT SIT AND ABOVE, AND ONE TEST FOR EACH SET OF cOMPRESSIVE—STRENGTH SPECIMENS. C COMPRESSION TESTFOU STANDARD CYLINDERSPECMENSFOR EACH COMPAS'RESSIVE—STRENGTHC I HE SETF MST. UNLESS OTHERWSE DIRECTED. MOLD AND STORE CYLINDERS FOR LABORATORY —CURED TEST SPECIMENS EXCEPT WHEN FIELD —CURED TEST SPECIMENS ARE REQUIRED. D MEN MS_ AT J DAYS ONE ONE SPECIMEN TED11 TESTS AS'— AT " DAYS. AND STH�ALE BE SPECIMENS AT 20 DAYS. AND ONE SPECIMEN RETAINED FOR LATER TESTING IF REQUIRED. FREQUENCY OF TESTS SHALL TESTED FORANYDAYS PLACEMENT IF A CLASS OF CONCRETE E.CEEDNG 25 CC - AN ADTINAL GET IFYDDIOF EACH CLASSCOF CONCRETE. WHEN FREQUIINDERI SHALL BE "TEDENCY OFHE ACTESTINGGWLL PROVIDE FEWER THAN FIVE STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, CONDUCT TESTING FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE ARE 3. PROVIDE CONTINUOUS INSPECTON DURING CONCRETE PLACEMENT. 4, VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. POSTTNSTAIUIEED ANCHORS 1. VERIFY THE FOLLOWING: A. THE SPECIFIC MANUFACTURER AND MODEL OF ANCHORS HAVE BEEN APPROVED FOR THE APPLICATION BY THE ARCHITECT/ENGINEER, 1, THE HILES ARE DR ITTED AT THE NGLE REQUIRED AND OF THE DIAMETER AN. DEPTH REOUIREB. C. THE HOLES ARE CLEAN PRIOR TO INSTALLATION OF THE ANCHORS. CONCRETE A, THE ADHESIVE PACKAGING INDICATES AN EXPIRATION DATE AND FLAT THE EXPIRATION DATE HAS NOT PASSED. E. THE ADHESVE IS MIXED PROPERLY AND THAT THE INITIAL PORTION OF ADHESIVE COMING OUT OF THE NOZZLE IS WASTED, AS REQUIRED BY THE MANUFACTURER. C. RHE ANCHORS ARE INSTALLED ACCORDING TO THE MANUFACTURERS ONS 2. PERFORM TESTS OF ANCHORS ACCORDING TO ASTM E 400 AND AS FOLLOWS: A. TEST TIEN PERCENT OF EACH APPLICATON OF ANCHORS TO THE TENSILE OR TORQUE PROOF LOAD PER MANUFACTURERS SPECIFICATIONS. B. ONE APPLICATION OF ANCHORS OR DOWELS SHALL BE DEFINED AS THOSE ANCHORS OR DOWELS INSTALLED BY A SINGLE CREW IN A SINGLE DAY. C. TEST LOCALONE ARE RANDOM AT THE DISCRETION OF IFE TING LAB, UNLESS OTHERWISE DIRECTED BY THE ARCHIG TECT/E INEER. D. TEST LOADS SHALL BE MAINTAINED FOR A MINIMUM OF TWO MINUTES. 3. TENSION LEST CRITERIA: ANCHOR DISPLACEMENT AT THE END OF THE LOADING PERIOD SHALL BE LIMITED TO ONE —FIFTH OF THE NOMINAL ANCHOR DAMETER. DISPLACEMENT FOLLOWING RELEASE OF LOAD SHALL REJURN TO ZERO 4. TO DUE LEST CRITERIA: TEST TORQUE MUST BE REACHED WITHIN A HALF TORN OF THE NUT. EXCEPT FOR % DIAMETER ANCHORS. FOR WHICH TEST TOR DUE MUST BE REACHED WITHIN A QUARTER TURN OF THE NUT. 1. IF ANY INITUR FALS LEE TEST, TEST ALL ANCHORS IN THE SAME PASS 6. ADHESIVE DOWELS IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS REQUIRE CONTINUOUS SPECIAL INSPECTION AND SHALL BE PERFORMED BY BEER V) W 0 Z J U D PPROVED: O]A eI2025 llcxrn ev: KK wn ev. KK dEO ar � Rar�o ay. � ASSHOWN E 0BI30/2025 +�Eax2000403 OOOQ 000� 000 ❑000 600❑ 0000 000� 0000 L000� POWER BLOCK PER 0000 0�00� 0000 :CTRICAL DRAWINGS. IFY THE DIMENSIONS O O O O O O PER MFR. -- (NP) a a POWER BLOCK CONC.- MOUNTING TEMPLATE (GMT) PER MFR. EDGE OF 0000— 0E)00- 00E)0- CO ­ PAD �OOOOOOO '50. 00O ❑000 0❑ V-4" 00o\fQ - 00oQ Ooo } 27" THICK MAT SLAB) L•p HOT -DIP GALVANIZED ANCHOR W/ /4 ®6" OC EW BOLTS, F1554 GRADE 55, W/ 9" T&B MIN. EFFECTTVE EMBED. VERIFY SIZE, LOC., & QUANTITY PER MFR. (4 TOTAL)(-) POWER BLOCK FOUNDATION PLAN I sane: 177-1'—, POWER BLOCK CONC. MOUNTING TEMPLATE W/ 2• MIN COVER n %-0 HOT -DIP GALVANIZED ANCHOR BOLTS, F1554 GRADE 55, W/ 9• MIN. EFFECTIVE EMBED. VERIFY SIZE, LOC.. & QUANTITY PER MFR. (4 TOTAL) POWER BLOCK COMPACTED NATIVE MATERIAL POWER BLOCK FOUNDATION SECTIIXJ 2 EXISTNG ANCHOR BOLTS SAWCUT 1 3§"0 HOT -DIP GALVANIZED ANCHOR BOLTS, FLUSH WITH CONCRETE PAD. F1554 GRADE 55, (4 TOTAL PER CHARGER STATION) 12• MIN. LONG (4 ON EA. STATION) W/ 5/6" WASHER & NUT DRILLED AND EPDXIED O O O 0 0 0 W/SIMPEON SO SO EPDXY EXISTING CONCRETE PA4 FOR ELECTRIC VEHICLE CHARGING STATION — — — — — EXISTING CONCRETE MOUNT TEMPLATE EMBEDDED IN CONC. CHARGING STATION FOUNDATION LE 3 EXISTING CONCRETE CAP TO BE REMOVED ;9'0 HOT DIP GALVANIZED ANCHOR BOLTS. F1554 GRADE 55, EXISTING ANCHOR 12• MIN. LONG (4 ON EA. STATION) W/ &4 0 24" BLOTS SAWCUT FLUSH BOTH W WTi CONCRETE PAD. 5/6• WASHER & NUT DRILLED AND EPDXIED W/SIMPSON SET-3G EPDXY EXISTING POWER BLOCK CONC DOWENS PER MOUNTING TEMPLATE - - - - - - - - NOTE 1 - r I 1�E�� EXISTING REBAR— CHARGING STATION FOUNDATION SEECCTItON 4 G.— PER mITR PnvEM O>E CRETE AGOREGnTE DA. CITY 2 DeTAIL 4. Ell UffTE� LON.O.c., ONERONU T.11— OR 19 TRENCH REPAIR DENAIS 5 NOT[. 1 aE03'TSN to 0,C.. ONE END SUEEVED OR CONCRETE PAVEMENT REPLACEMENT 8 scAu= 1/2'=1' p�Op � �9g%c NO. 53 w 13I3113U35 m �� Fop cAC�� EQ. GLl9/�ZS )—.ED- KK I—Ne. .rEcwoer Al wsRw>=o ev. AK sr AS SHOWM tA.E D6130M025 7.7—NO 2000403 5Of11 SCOPE OF WORK DRETWE IS PRGEEABGOF III CxARGEPaNT EXPRESS PL rvDNIZELOWER aLocxs WIT" Hi U� PowER yYY FEEDER DESCHATION MODTULI �Nc(S)DC HARGING STATIONS AND(3) POWER SLo LATE RECEPTACLES '�TAATAR2'ATVE ESTHENSrALa,oNOF(2)cHARGEPOINrE,RREssRLLLscHARc,+GsrAnDrvSAND(nROWERBLDcxWIrHISRDWER _ 3. SEPARATE NEUTRAL CONDUCTORS SHALL BRINSTALLED FOREIGN BRANCH CIRCUBTABINDICATED PERCONSTRUCTION DOCILINFENTS. CODE COMPLIANCE OiIDNEINTANDRACEIA , GROUND CONDUCTORS STILL BE 11EED AS.NI1!AFBGN CDC T. LE _ 122, UNL;:.ELERWKE NOTED ON THE C.UES, STANDARDS, AND ORDINANCES 51ALL BE TIE LATEST EDITION WITH CALLUEORNI AND LOCAL JURBD1CH­ S AS APPNOTED DOCUMENTS SHALL NOT BEINTERPREEDTOCONFNCTWITH ANY STATE LAW, CODE OFREGULATION, NWN I f. DARDS CODE ODE Z _ U O U'll CA V - WHERE "W ER AN' DATA CABLES ARjE 'TALLE' BN.THE "'E ENNSIELGSUA%.I�N PENTHWAY AN D AR E USTED TO R —LOCATION, A GENERAL NOTESAD ALITOMAtX��FU� IWITO I 1', .1 POWER 1ACHARE �C =BNE ALL WHING SHALL BE CLEARLY LABELED FOR IDENTHICATION IND 1AINTENANCE PURPOSIB, Q IS RIALS,EOIPmENT,COMPONENTS,TOOLS, TRANSPORTATIONTOIF01TIEWORKSIE,ANDNEc�sARYSERVICES Q W LG. SR DGDIREDrDSDPPGR rvD PLEMENiiHEELRE ALWDRxsHDWNDN cGN RDcnDNDGc mEN . m FURI.sxLAROR,MATE PROVIDP ASUSEDONTxECoNSTRucroNDocUMENT,rs IENNEDAS FURNBRIANDNSTALL LL m Z m ELECIRICALNSPECTOR PRIORTO OR BEGINTNG WORK. ArvGENSPEcnoNs wm�THEAHL AND oerAN AccEPTANCE.corvsuLTwITHTH Q ELECTRICAL WORK SHALL BE PERFORMED BYA CAUFORwA STATE ECENSED ELEcrIrCIAN Z Z LL EouIPMEN.AT LOCATIONS NDICATED ON THE ORAwNGB AS CHOSPIAS IELD CONDITIONS PERMIT. DETAIN ACCEPTANCE OF Q cLEAANG I S nu ae5i.. ANEo TA ELATION THROUGH SUBMmAL REVB w CALFORrw ELECTRICAL CODE ICECI NI MALL. WORKING NO =.—AL1.N11A­R. ,°TNRST nsoH `x�ArA�r EN°c`E�saRrINFERE. AIRND S GAELFLo COULDIING A'oIOMAsxENPROPIERao�USTMENTS AS REQUIRED = J ACCEPTaxcE OF aD�USEMENrs FROM THE ArscxBECT Yi IF EEaI III RAK. sAIISFrmE DEVGn REDU REErvrs Ano mEET CODE mwlmums oar m TMouA mOf°eo°�A�o T«oEo°aDaiu°Eo;a�°PEVENrLEr "'°o°: oMP. R oER'ANoM°;" DE to RADEREMENu. �� r NOTIFY FEE EN CHEER OFE6CREPANCIESWITHIN THE DRAWNGS,THIS SPEOFICATION.AND/ORACTIALFIELD CONDDIONS.lT W vi COORLYNATE ELECTRCAL WORK WITH THE WORK OF OTHER TRADES. N NCEALID, WITH THE EXCIPBON OF -.El STRUCTURE AN. WHERE SPBCIFICALI ALLOWED BY THE ENT CNEER, I HER E w W SUPPORTED PER CODE. PROVED EXPOSED CONDUD STILL BE RUN SQUARE AND PLUMB III BUILDING LINES ANY SHALL BE PROPER 0 11. IPOSEDCONDUBLLOW/AFEANDWHERESUBIECTrOPHSKEALDAMAGESTALLBENSTALLEDINGRSCONDUIr. W Z '. WHERECONDUD ONLY D SHOWN ON THE DRAWINGS AND/OR NSTALLED FOR FUTURE PROVISIONS, I AND LARGER, INSTALLA NYLON PULL J J '. cawGAxEa Rox"vEe°Foua/aRnr°icNaacuns nvEs nHoro sancaF(I(s/.°c.o.INSTAueD FROM THEPANEL TO AN AccesslBLE } d' W W Z PRIOR RE�LLCAHEUSU SIONOFNOREVEWEKBnNGHELD CONENONSAND MAKEPROPER ADLUSTMENTSASOUTLINED INTHE PROUDET � W ­ OTHER 0-1 ENG«EERING PRE.APPROVAL FOR ALTERNATE PRODUCI AS OUTwEDN THE PROT—SPECTICATIONS. Q ARC BTECNANDATE TESTNGASREQUIREDPERTHEPROJECTSPECNCATIONS.SUBMDAPPROPRIATEOCCUMENTAnoNTOTHEOWN m DEMONSERATESYSTEMPEREOBMANCEro,HEDWNERArvDHE EN OBTNAG11 GEPTArvGAROSE NO AR U IN BR.R., NO FL__AL FACUBT. THAT All NOT E QRRECQNSwHERERECNIRED. a 3. PRO`mE RECORD DRAwBNGS PER THE PROTECT SPEREFICATgNS TO THE OWNER. HL PROVOEDNMMANNAIS PERTHEPROJECTSPEC.ICATIONSTOTHEOWNER. ND ENT SHALL E NEW SPECIFICALLY OTHERVISE IN THE NSTRUCTION aANSELL.NONT nEnED mATERUL EOLPMTW, aNOxRE seoPTxaoucl�i PENErRATIONs soAua utTED avuLOR Arvo EDu vuNaT Drvo orvArvr REcoGrEEDES AGENCY.PRoouoT.'NGSSHALLBE PRowEDToiHEEORATIwEOFSUBMNALREVIEw. f!f Gp 3 DeDIPMErvrsxau BE wsTauEnwaccoaDANCE TO THE MaxuPAcnaea aeoulaEErvTs,suBiECT To aEVIEw, ,• craI �a LLL' NSPECTION, AND APPROVAL BY THE GUY,WIFE THE LEAST POSSRELl INTERFERENCE WITH TIES, SIRVRCESU �'CIUFS" s IINIUI Erannons Tn s�oME �A�i�s�+rr.CL mRmoF�TH[ATM RATED ASSEEMeRv ev PROVD NNORiEE FOLLowINGA GECE#x�' , RE'RPEENTINS= ER APPR RE_ORPa s US IUxFne Du -- IAN EN: RGLN NGLN NN R SANE ss N ,.ETG� RAPPNGABLE. PEN RAnQN55HALLBE N LINE RATED.t55EMBUE55xau NOT ExCEEDt�O. NPEOR MORE THAN I00 SDSINE HE NY. TENDELECTRFICADLFO+UILET BOXES INSTALLED fL wn avY EP HEN ER PERFORM WORK IN accoa°axcETo sraurnlRECTRIC 'EHICLE CONNECTOR 2FEE CITY SHALL APPROVE PENETRATION OF U DETAF.S NIBAL CRiuorvcLugNG Blrt rvoTCONSTRU lwilED To. BEAMs,cowMNs, woilNGs, Eic �. �o EP 6SACK-FEED PREVENTION UPON LOSS OF FDUIPEL[CraCU KKU PMENTSHALL eEANCHORED OR BRACED TO MEErTH NOIazoNinLANOERBCAL roRCES IDENnHEDIN THEZOzz CeCo HG AND A.sG.E. A16, ev HG L HO HALL A- ETAILS ARE NOT sxowN ON THE DRAWNGS THE INSTALLATION SHALL BE SIB.IECT TO THE APPROVAL OF THE UP ENc UITUND Aw. LL VERIFY THE ADEQuacY OF THE STRUCTURES ABILITY TO SUPPORT HANGER AND/OR BRACE Lonos DUE TO LLECTrxAL EDLPMENT. OB/30/2026 EaF20OW3 E xIF- ILMnnAl ANEETIA 6 Gi 11 ELECTRICAL PLAN CONVENTIONS QNT/REFERENG E �FEEDERDESIONA,IONNQ. EQNFMENTDESIGNA,ION �ED�IPMENTDE�NA, GENERAL POWER &COMMUNICATION PLAN NOTES o�DDEDNPMENTINALLOGAnDNSxALLBEAELDWERIAEDwDxaLLTRADESDN�NGRQNGx�.OBTANAGGEPTArvGEDPExaGT PERPLAArrs`iESI TALLLONExrEInoRLOCAnoNSSHALLBEPRowEDwrHAwE,n,ERPRODFwwr>,N.uSEoorERnOogNGASREouIRED EYETING LI MUN S"'CEsWNC"OAao PG&E PRIMARY 1— 277/,BBV, 3•PHASE, d NEMA 3R 65OUG r— --I T I I IQ I I A I PG&E PACIOUNT nR sFORMER ]/dmV, 3-PHASE, aW I I I I IH I M 1JI.6 (E)PG&E METER 011473151 IElu2/B .NO Bao F D I I I I L______ ____ _______ _______ _ INILm a rvlBDol FLOGI NIAmI INILTae FIL— N. INIP09 I (NI —El I INIPBID I INH Q1 � IE1P05 rl I IE1PBd rl L_ ______L IBIEIBIn INI— Nllxnl NIFFOL INILTBs rvlBcO rvlUclvU INIEVPLIO IN1EvPL9 INILVPLB INIEVPV INIFlBlO InpFl0.0 SINGLE LINE DIAGRAM ELECTRICAL DISTRIBUTION E PKISTNG, SCHEDULED TO REMAIN. —1 UNLESS OTHERWLSE NOTED AS NEW OR FUTURE II�REFERENCE NOTES 1. EUSTINGPG&F3P1n-011FFEEN". MER. aoocvA BE FEETo MnTCH DKEAS nNO AIC RATING. RovEloNs. NEw CONTRACTOR L. SEE SHE PLAN—ADDBIONAL III\1 z1�oo�Pni ��IzEJ ImoLrLYE INFORMATION. 1 J 3P 3P II NIITNGCl DUITASINOIGHEDGNG% SCHEDII . II I LE SHEETS. 5. CUSHNG d" CONDUIT FOR FUTURE usE. (SPARE) —— ISPAREI — — —— — �1 6. DImNG2' CONDUIT FOR FUTURE USE. 1 ] E POINT CPE 250 OR CHARGER, INPUT da0v, 3PH, 3w. 625KW. 1 . 1 OWNER FURNISHED, CONTRACTOR INSTALLED, rvPIGL. 1 9. FUTURE CLTARGEPQINT PowERUNK 1000 cLTAxCARDcwGSTAnoN. IEIMANHOLE ^Mx.t'• LOCATED u u I NTEGxAI TO ExIrnNGswITCLTGFAxIN SECTION d. 11, E—G FEEDERS SCHEDULED TO REMAIN. n I 11 NEW I CONDUIT FOR FUTURE POWER BLOCK a avoc AND ' ' ETHERNOCIELES. n n _ ___ ____ _ ____ ____ ________ ____ __________ ____ 1 PDINPUT PLAN FOR ___ ___ 3 FUT d 1 .roOKW.CLOCATED ON CONCRETE 111. L, s s AlI—NAL INFORMATION CREIE 1 INILHEP rvl Nloc NIAOTae I 1 1 --� ---- 1 r— ---- —1 L--ed' r— ---- —1 r ----- —� F P6J INIPUT INI 1 1 IOIPB2 IFIE IEIPB] IOIP06 Iq v Pa w 1 L__J L__O _J 1 L ______ J L_0 J L_ ____ J L_ ____ _J L_� J IEIP03 1 5 1 L_ _J 1wET0 1 INIELI IHLTx 11 l J I IE1PB1 I I IFIEva05 I 1 I L ____ I I 1 1 INB— RIFF. NIF— 1 F 1 r u—u 1 2 12 BE) LE IOIvEnLc�E 1 INIPBe I INEVPLd I I IFIEVPu 1 CHARGER CHARGER 1 1 L O J L O J I , I 1 INIEVPL6 INIEVPLs i UUu u u L IFlEVPL2 L IFlEVPLI � INlFTmO i �_J SINGLE LINE DIAGRAM GENERAL NOTES TH PREPAREDFOLD RD,ER.THELI11PIO EED LTAFAU1AUNG APABLETOPRUH. DTHEVALUELNDCATEDDNTHESINGLEFINEDIGRAMAND/o1REFLECTED11THEFEEDERSCHEDULE FFACTORARE AS FOLLOWS CLAC ACTOFflIFR LF INACTORR=111T,.Lxl1 / [PC.-EI = +F FACTOR[ SOURCE cF- QUnrmTYEOF PARALLEL CONDUCTORS EPER PLAAS, - FACTOR (SEE EQUALUOU CONDUCTORS SHALL BE THHN/THwN COPPER UNLESS OTHERWEE NOTED, AMEACITY SUES NOTED ON THE CONSTRUCHBON DOCUMENTS ARE BASED ON]S DEG. TERMINALS FOR svmc I CIRCLE BREAKERS AND OTHER E.UPMENT,As 11-PED, SHALL BE USTED AND IDEUTRIED FOR USE W 75 DEG. CONDUCTORS. FINAL TERMINATUDIS 01 CONDUCTORS TO PLECTRICAL EQUIPMENT AND lURBCF— 11 TOIGUE.WRENCH LIGHTFUNE1 TO THE MANUFACTURER RECORMMENIELl SIECIECATION. 3ID ALTERNATE #1 - EV CHARGING INFRASTRUCTURE FOR EVPL5 AND EVPL6 PROADE RGERS PVPLSS AND EVPAL CONTRACTOR u"DR`�LUDEALL —COATED WEING, CONTROLS, CIRCUITING,PANELMOD.R<ATIONS, AND ANY OTHER WORK REQUIRED TO PROwEACOMPLETE AND FUNCTIONING SYSTEM UNDER THE TE MENTS, APPUGABLE CODES, AND AUTHORICS HAVBHG IURLSDK;BON. COORnnnTE WELT —AND OTHER TRADES AS REQUIRED, REFER TO ` 184 q �FCpy1GP�aP �i'CIUF`" EP LWN EP oao FIG RorEO ev. HG 08130/2025 veaD2000403 7 Gf 11 2eECE a nulrv.. CHy of SLO Tmnslt Electric Bus Charglnc9 lnimstmclur EV Cha,glna Summary •vvI•I rx ,o 1,cw I. NET Cn.iu�Rwil n.. nKRlsNv.srolmw•I n.n Rn 7M rvlV nMS vlo RSA MMMM���== ALC.L-. 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OPERABLE FOR I ESN ., TOTAL CONNECTED LOAD. ��CNLAZALLANAD LNG 1. SUBJECT HOURS is%DFoi. ,D FACTOR PER NEC-53 IF GREATER THAN/EQUAL TO FOUR APPLANCES. — GENERAL LOAD. GENFRAL NOTES —GE DROP CALCULATIONS — BEEN IN (TITLE 24. TpN) CONDUCTOR LERNGTN NDICARDDS AEu�or�eE USEDEoRa DowGANoERocuREl✓,ENi DS ITPURPosFs_ FELD AN. DC, WDNM�L1LCADSn.ERKEPTAGLE5,wH,NG) THE CRCUPE„a,ATEDLENGTHnDE,ERMINEDB.iREFLRTNE,TDEUIGE 'HERE 'RANCH CIRCUPS HA ITIEENG ED T­H�.�,A. -U-1 ZE—ABLE CIRCUIT CA —I --E DROP CAGu—R)Nl IF— BEEN BASED ON CONN =G L.A. INI UN TIER NOTE —HIIARD SHALL IDINT TO T' 'NEAR PND,,EC. PURPOSE OR USEANDSNALLNcwDES .ENr DETAIL,. ALLow EACH axcun To BE DETN.UEHED FROM ALLornERS r EOI�MEIDiTA/US1. uTH NGiHeRcoNlranCH RESHinuEe ouceEwlRE s¢E er ERIAINTERRCEEEPTNG THE FEEDER AT AEPULL BOX ANDCONNECTNGTO A REDUCED MREGwGE vFAA SPucED CONNECTA NOTE Ao[OunTELv S¢ED BAsm oN THE CONNECTED LOAD of iNE EQUIPMENT/DETRIBuP NAND SHALL Eoun�I, 5 fEETIN LENGTH.OR IB) UTBENG A LL USTED CABLE REDUCING ADAPTOR )GREAVESPT�R OR ENGINEERING APPROVED VOLTAGE DROP DR) _ Z..HMS PER IEE) LF. CONDUCTOR LENGTH. AMPSI / I1 EOT.OTv OF 'IRE PER PHASE) I . REFER TO SINGLE LINE D— FOR CIRCUIT ERDALER RATING AND FEEDER SCHEDULE FOR CONDUCTOR SIZE. I U) w J G w 2 U N J Q U U w J w ` 184 q �FCpy1GP�aP Ei'CIUF`" EP APN BY EP oas HG RorEO Bv. HG oB/5w2D25 vBa,120TOM 8 of 11 �o(A AcreA IEI"MS&I" w O Hi:LE cER (z� w .... IEI—O �y EHrvaE ///fNNU �. 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OTE«.l FRHw ONTO NEW o EXTENCHAR. AS REQURED. UmzE SURFACE CONDUIT ENTRY FOR ADEmoNAL INFOPER RMATION -�ENTa. NT POWER To ENTER REAR S DP UIDEL NES ' UNDERGROUND VIIRAIEENTI HIC z NTON �cEP_ANo:�No"�A.sRR�u�REa�u°,iB��su°ac'c°oNODuoENLR. REHER 'TOCONDUIT TO REAR DEOFELN ADDICNAL 23 �ORBo NAEDFaHNORADE b� (POWER BLOCK DETAIL Dsa va•'-r.o• 9 of 11 �w ,..�......_.._...... PoweP Llnk 1000(S,.—MK—RgT.I-(-T) fYP ELECTRIC VEHICLE CHARGING BASE NOT TO SCALE we, Link 10W R— R—d.it Entry (SCE) mine me WvnL nRpro wry- 1) J mtlRRTrttle xa v.Mm�m... Ima• CHARGEPOINT POWER LINK 1000SURFACE CONDUIT ENTRY (SCE) KIT NOTTOSCALE GENERAL NOTES I. R eLOGRIsrAS DESCNED AND APPRwkD er _.. Or ,C.kD .,ry , lE,ADsxALLMEETMANU,Ac URERSPEa REGLPEMENTS Hwc I.z ADESIGN ERE1 ANUrnI auRERRIIIIENDEDPEDIT LPAnERII- wRt000srE —11 BNOCII5 UNSIONTN —1 All FLOOD PLANU— SUE CON —NI SLOW —111 THAN 11, FLOOD PLAN FOR A 50NYEAR FLOOD D/ENL CONSIDERATION SHOULD BE TAKEN 7. IN— THE 2, INSTILL ELECTRIC VEHICLE CHARGER, — LINK 100D AT ­NG ICLUIN CONCRETE AS 1�"COORDINATECHARGER ORIENTATION ABOLT 2.2 11NILl SHALL E-"D THROUGH THE SIDE *1 THE CHARGER, AN. NOT UP IRO. BELGW GRADE NOTES INSTALLASPERENGINEERAPPROIEDSHURMITIAH INFOR p wm DING —TING o4GRAM FOR AooIpNAL DC FEED .EVoc FEED RTO EwLz ENET, ICIJJV RATED ENEE IDD�V RATED 1 LOVCC —DC POWER UNK GNO ONE PO%11R W 0PL EVPL1 J I`_ - _ - - ENET EJPLz ENET --- — 481DC, I—1 RATED CONDUCTORS J -ClC, I OOOV RATED CONDUCTORS WIRING DIAGRAM NOT TO SCALE EMS.. GRADE CONDUIT LEGIND ec LINE ERI1NCIRCUITPowucOU EWA --APE GENERAL NOTES : ROCK FREE o ORGKNL u°"TPRGLITNO=O°�T 2 MIN,GEOcN°acOc M PARKING AREAS. OWA.S.DRI WA AND TYPICAL BRANCH CIRCUIT TRENCH DETAIL NOT TO SCALE TOP OF Sue/mISH GRADE O EQUIPMENT, PULL/JUNCTION 18M S eOx,ORmALTERMINALIONSNAueEIN ]d BELOW GRAL GRSR/RMC ANOIAPE•WRAPPED OR EITHER' J - IC COATED CoND"`EL`oW ROE AID IPAIT /COAELBOW CiEo �RAPEo OR PVC ?/TEAPPEDPO UNDERGROUND CONDUIT TRANSITION TO DEORTO ABOVE GRADE OR ABOVNOT TO SCALE E SLAB Lx- ` 184 q �FCpy1GP P Li OIU� 1iDxen eve EP .Na. EP oao HG RorEo ev. HG 06/30/2025 veaN2000403 10 Gf 11 nwm m.0aorxi roesq Connectivity Features Safely antl Operational Ratings srre F—i—I ITT—. —chargepoin+ Express Plus P.., Link —chargepoin+ Express Pl.. P.— M—l. —chargepij. T -n-, zllll=lz I 111�1 -h- I w E.pr.Bl- Lt— EH11111.1-. fY 211 1111111 LL ..... .......... . z h U) —chargepoirFF —chargepoin+ —chargepoirFF Lu E,.. P.. p-, Ar.hi-t- Dr -mg. E-gy M.H.9--t -.1- -j Pl- M-t,g 1pH., �111 -11-t , -Y) Lu Lu H— Qt-g -j Lu 9-7::4 'Imp pb� Lu Lr�L,,.,,=,,,l,l,, p­ ..r.,l., -,'-t Ll --l-w GENER LNOTES. 184 oRwo IA:�LOITII�OC�I.TIICOIIIIGIIANSOITII�ISIALIIISTOI�Ol�C�lI AT I 1­­All­'P�0'l'ZE E'A� C'0L'%T`l'U-C'TolT✓ A-C-C'OLZA mC �"I-CC-6-25' 111)T ,(A APP—D T-1111 ITSIAII�lA�Tll�IIIOFPI�C�lA�ILICT�SlOClOI icxens _SONNEL. WHERE CORE-AND-PLUG-N-ED EQU-E- -D, THE -ERRUPTING D "' A 'TID "ll"IlL "C"N IR' -'D Alll'-' T' CCwry EP I A APE, . -L .. T—N -E. -LL N.T �E 1E.,.Z. F.R L- Ec. EP CH­ HG HG CHARGE POINT EXPRESS PLUS CUTSHEET Not *oscAte M3012025 2�OTO -0Z