Loading...
HomeMy WebLinkAbout3300 S Bristol St - Plan© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom © 2024 Microsoft Corporation © 2024 TomTom © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom FLOOD HAZARD AREA NOTE DRAWING INDEX DWG NO. DESCRIPTION CS-1 COVER SHEET GN-1 GENERAL NOTES GN-2 GENERAL NOTES A-1 PROPOSED OVERALL LAYOUT PLAN E-1 ONE-LINE DIAGRAM TARGET T0250 - SANTA ANA, CA PROJECT DESCRIPTION CS-1 CODE REVIEW SITE INFORMATION AERIAL MAPVICINITY MAP CONTRACTOR NOTE CALL BEFORE YOU DIG DO NOT SCALE DRAWINGS ELECTRIC VEHICLE CHARGING STATIONS EA PROJECT #: CA200040 3300 S BRISTOL STREET, SANTA ANA, CA 92704 THESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 22"x34". CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. Know what's below. Call before you dig. COVER SHEET SITE NAME:TARGET T0250 SITE ADDRESS:3300 S BRISTOL STREET SANTA ANA, CA 92704 JURISDICTION:CITY OF SANTA ANA ZONING C4 (PLANNED SHOPPING CENTER PARCEL ID:412-141-22 SITE COORDINATES:N33° 42' 12.70" (N33.703530°) (NAD83) W117° 53' 12.60" (W117.886821°) (NAD83) PROPERTY OWNER NAME: TARGET CORPORATION EQUIPMENT SUPPLIER:ELECTRIFY AMERICA 2003 EDMUND HALLEY DRIVE, SUITE 200 RESTON, VIRGINIA 20191 SITE SCALE: N.T.S.SCALE: N.T.S. NN 1. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY REPAIRS OR REPLACEMENT DUE TO NEW CONSTRUCTION, OF EXISTING ELECTRICAL, PAVING, PVC CONDUITS, AND LIGHTS. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES: BUILDING CODE: ELECTRICAL CODE: FIRE SAFETY CODE: USE GROUP: CONSTRUCTION TYPE: 2022 CALIFORNIA BUILDING CODE (AMENDED IBC, 2021) 2022 CALIFORNIA ELECTRICAL CODE (AMENDED NFPA 70, 2020) 2022 CALIFORNIA FIRE CODE (AMENDED IFC, 2021) U (UTILITY) IIB SHEET TITLE JOB NAME CA200040 -CHADEMO SWAP TARGET T0250 3300 S BRISTOL STREET SANTA ANA, CA 92704 ELECTRIFY AMERICA, LLC 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VA  20191 CHECKED BY: RBH REV DATE DESCRIPTION BY 1 3-26-24 S&S GA 1. SUBJECT PROPERTY CLASSIFIED AS ZONE X, WHEN SCALED FROM FLOOD INSURANCE RATE MAP COMMUNITY - MAP NUMBER 06059C0259J- DATED 12/3/2009 SITE ENGINEER CONTACT:TIM STORMONT, ARCHITECT (661) 619-0170 tstorm-arch1@bak.rr.com LICENSE # C-15931, CALIFORNIA 1. REPLACE (1) CHADEMO DISPENSER WITH (1) BTC GEN IV CCS DISPENSER. Bldg #101120542 APPROVALS: PLNG - C. Santana BLDG - CSG 3300 S Bristol St 11/13/2024 GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY OWNER: ELECTRIFY AMERICA 1. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 5.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 10. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 11. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 12. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 13. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 14. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 15. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 16. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 18. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 19. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 20. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. GENERAL SITE NOTES GN-1 GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: A. UL - UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT E. SBC - STANDARD BUILDING CODE F. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING THE EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9.CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE (THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS. 10. ALL (THWN-2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO GENERAL SITE WORK NOTES. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. 24. IF REQUIRED, DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BY IDEAL INDUSTRIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM & COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED OTHERWISE. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE. 27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 1990. THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'. 28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. THE CONTRACTOR SHALL PLACE WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ "CAUTION BURIED ELECTRIC". 31. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 32. ALL BOLTS SHALL BE STAINLESS STEEL. 33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE NEW AND UNUSED. PART 1 - GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1. REFERENCES: A. LOCAL DOT TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (CURRENT EDITION) B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 2. INSPECTION AND TESTING: A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES (BACKFILL, CONCRETE POUR, ETC). 3. SITE MAINTENANCE AND PROTECTION: A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE CONTRACT. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED. PART 2 - PRODUCTS 1. SUITABLE MATERIAL – SUITABLE MATERIAL ARE TO BE USED FOR GRADING AND BACKFILL. SUITABLE MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL, ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZE GREATER THAN 3-INCH. SUITABLE SOILS HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS. 2. UNSUITABLE MATERIAL – SOILS THAT ARE FROZEN, CONTAIN ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE TOO WET OR TOO DRY TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS ARE UNSUITABLE. 3. GRANULAR BACKFILL – SHALL MEET THE FOLLOWING GRADATION 4. GRANULAR BEDDING – WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF ASTM C 33 FINE AGGREGATE. 5. CONTROLLED LOW STRENGTH MATERIAL (CLSM)– A SELF LEVELING AND SELF COMPACTING CEMENTITIOUS MATERIAL COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER AND ADMIXTURES. CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI. 6. BACKFILL – PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR BEDDING, GRANULAR BACKFILL OR CLSM. 7. TOPSOIL – SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. SIEVE SIZE TOTAL PERCENT PASSING 1 1/2 INCH (37.5 MM)100 NO. 4 (4.75 MM)30 TO 60 NO 200 (0.075 MM)3 TO 15 SHEET TITLE JOB NAME CA200040 -CHADEMO SWAP TARGET T0250 3300 S BRISTOL STREET SANTA ANA, CA 92704 ELECTRIFY AMERICA, LLC 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VA  20191 CHECKED BY: RBH REV DATE DESCRIPTION BY 1 3-26-24 S&S GA 3300 S Bristol St 11/13/2024 GENERAL SITE WORK NOTES CONT. PART 3 - EXECUTION 1. GENERAL: A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CONDUCT UTILITY LOCATE IN ACCORDANCE WITH THE ONE-CALL NOTIFICATION C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITE GRADING. F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL. G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. H. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. J. DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. 2. BACKFILL: A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL. D. PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACT TO THE SAME DENSITY AS NATIVE SOIL. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED. E. WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS. 3. TRENCH EXCAVATION: A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL. 4. TRENCH BACKFILL: A. PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS. B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH. 5. FINISH GRADING: A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. 6. ASPHALT PAVING ROAD: A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE NOTED. B. CALIFORNIA DOT STANDARD SPECIFICATION, CURRENT EDITION.GN-2 GENERAL NOTES 7. STAGING: A. WORK / STAGING AREA TO BE CONFIRMED AT PRE-CONSTRUCTION SITE MEETING AND SURROUNDED BY TEMPORARY FENCE (SEE DETAIL BELOW) DURING CONSTRUCTION. B. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION. C. CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW. D. SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPEN TRENCHES LEFT OVER NIGHT OR UNATTENDED. E. TEMPORARY FENCE SHALL BE CLOSED AND LOCKED AT ALL TIMES. IF GATE MUST BE OPEN FOR MOVING EQUIPMENT OR MATERIALS, A SPOTTER SHALL BE PROVIDED TO TO PREVENT UNAUTHORIZED ENTRY. F. NO EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE TEMPORARY FENCE FOR ANY AMOUNT OF TIME. FIBER OPTIC NOTES USE CABLE WITH THE FOLLOWING MINIMUM PROPERTIES: 1. HIGH TENSILE STRENGTH >150 LB 2. TIGHT BUFFERED 3. INDOOR / OUTDOOR UV AND MOISTURE RESISTANT “RISER” CABLE 4. CONNECTOR TYPE: ST-ST 5. FIBER TYPE: MULTI-MODE 6-FIBER (3 PAIR) 62.5UM. 6 CONNECTORS ON BOTH ENDS. 6. JACKET: INDOOR/OUTDOOR RISER, BLACK 7. BREAKOUT: SIDE A: INNER END - 24 INCHES WITH 2MM FURCATION 7.A. SIDE B: OUTER END - 24 INCHES - 2MM FURCATION - STAGGERED EVERY 1" 8. WITH PULLING EYE ON SIDE B (OUTER END) AND SPOOL REEL 1. DRILLING THROUGH EXISTING SLAB REBAR DURING POST-INSTALLED ANCHOR BOLTS INSTALLATION IS NOT PERMITTED. 2. POST-INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING. 3. EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS USING STANDARD EMBEDMENTS AND EDGE DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS. ANCHORAGE INSTALLATION NOTES SHEET TITLE JOB NAME CA200040 -CHADEMO SWAP TARGET T0250 3300 S BRISTOL STREET SANTA ANA, CA 92704 ELECTRIFY AMERICA, LLC 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VA  20191 CHECKED BY: RBH REV DATE DESCRIPTION BY 1 3-26-24 S&S GA 3300 S Bristol St 11/13/2024 COMMERCIAL SITE PLAN N A-01 A-0 22" x 34" SCALE: 1/8" = 1'-0" 11" x 17" SCALE: 1/16" = 1'-0" COMMERCIAL SITE PLAN SHEET TITLE JOB NAME CA200040 -CHADEMO SWAP TARGET T0250 3300 S BRISTOL STREET SANTA ANA, CA 92704 ELECTRIFY AMERICA, LLC 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VA  20191 CHECKED BY: RBH 2 7-31-24 S&S AAL REV DATE DESCRIPTION BY 1 3-26-24 S&S GA 12'-0"9'-7"5'-0" 12'-0" WIDE FOR ACCESSIBLE SPACE & 9'-7" WIDE FOR OTHER DISABLED ACCESSIBLE SPACE PROPERTY LINE 214' R19 ' - 9 " 24'-8"51'-6"4'-8" PR O P E R T Y L I N E 6 6 ' CONCRETE WALKLANDSCAPE PLANTER LA N D S C A P E PL A N T E R 22 ' - 1 1 " D R I V E CONCRETE CURB LANDSCAPE ISLAND CENTER LINE IN W ALTON AVE EXISTING SIDEWALK EXISTING CURB & INLET 69'-8" 10 ' - 9 " 7'-1" 18 ' - 4 " 53'-11" R4'-7 " R1'-6" R1'-7" R2'-4" 3300 S Bristol St 11/13/2024 PROPOSED OVERALL LAYOUT PLAN N A-11 A-1 22" x 34" SCALE: 1/8" = 1'-0" 11" x 17" SCALE: 1/16" = 1'-0" PROPOSED OVERALL LAYOUT PLAN SHEET TITLE JOB NAME CA200040 -CHADEMO SWAP TARGET T0250 3300 S BRISTOL STREET SANTA ANA, CA 92704 ELECTRIFY AMERICA, LLC 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VA  20191 CHECKED BY: RBH REV DATE DESCRIPTION BY 1 3-26-24 S&S GA NOTE: 1. CONTRACTOR TO FIELD-VERIFY EXISTING CONDUITS AT THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO REVIEW PROPOSED ROUTING (AS SHOWN IN PLANS) AND CONFIRM THE ACTUAL ROUTING (IF DIFFERENT FROM PLANS) WITH THE CONSTRUCTION MANAGER. 2 A-1 22" x 34" SCALE: 1/2" = 1'-0" 11" x 17" SCALE: 1/4" = 1'-0" 22" 98 . 2 4 " 16.8" DISPENSER ELEVATION DETAIL - BTC GEN IV DISPENSER TABLE DISPENSER NUMBER 350KW CABLE TYPE 1A 1*CCS 1B 1*CCS 2 1**CCS *SHARED 350KW OUTPUT **DEDICATED 350KW OUTPUT FRONT VIEW SIDE VIEW EXISTING POWER CABINET FOR PROPOSED BTC GEN IV CCS DISPENSER ROUTE NEW CONDUCTORS FROM EXISTING BTC GEN IV POWER CABINET #1 IN EXISTING CONDUITS TO NEW DISPENSER 1A PROPOSED BTC GEN IV DISPENSER (TO REPLACE EXISTING BTC CHADEMO DISPENSER) 1A 2 1B 2 1 3300 S Bristol St 11/13/2024 1 E-1 SCALE: N.T.S. ONE-LINE DIAGRAM SHEET TITLE JOB NAME CA200040 -CHADEMO SWAP TARGET T0250 3300 S BRISTOL STREET SANTA ANA, CA 92704 ELECTRIFY AMERICA, LLC 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON, VA  20191 CHECKED BY: RBH REV DATE DESCRIPTION BY 1 3-26-24 S&S GA ONE-LINE DIAGRAM E-1 TOTAL FLA LOAD SUMMARY FLA QTY 350 KW POWER CABINET TOTAL LOAD NOTES: 1.ALL ITEMS IN GREY ARE PART OF AN EXISTING EVCS SYSTEM. ITEMS IN BOLD ARE PROPOSED. 2.NOT USED. 3.CONTRACTOR TO FIELD-VERIFY EXISTING CONDUITS AT THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO REVIEW ROUTING (AS SHOWN IN PLANS) AND CONFIRM THE ACTUAL ROUTING (IF DIFFERENT FROM PLANS) CONTACT THE CONSTRUCTION MANAGER. 4.NOT USED. 5.(2) #10 CU AND (1) #10 CU GND AUX POWER IS REQUIRED TO HAVE ORANGE AND BROWN 6" MINIMUM HEAT-SHRINK AT TERMINATIONS. BTC CONDUIT AND WIRING SCHEDULE FROM TO CONFIGURATION UTILITY TRANSFORMER EXISTING SWITCHBOARD EXISTING EXISTING SWITCHBOARD EXISTING POWER UNIT (EV CHARGER) (3) 350 MCM CU (XHHW-2) + (1) 1/0 CU (THWN-2) EGC IN EACH OF (2) 3" EXISTING CONDUITS EXISTING POWER UNIT (EV CHARGER) EXISTING DC DISPENSER (POST) DC POWER (2) 350 MCM AL (XHHW-2) 1KV+ (1) 1/0 CU (THWN-2) EGC IN (1) 2 1/2" EXISTING CONDUIT EXISTING POWER UNIT (EV CHARGER) EXISTNG DC DISPENSER (POST) DC POWER + AUXILIARY POWER (2) 350 MCM AL (XHHW-2) 1KV+ (1) 1/0 CU (THWN-2) EGC + (2) #10 AWG CU (XHHW-2) 1KV+ (1) #10 AWG CU (THWN-2) EGC IN (1) 2 1/2" EXISTING CONDUIT EXISTING POWER UNIT (EV CHARGER) EXISTNG DC DISPENSER (POST) COMMUNICATION (1) 6 STRAND, 62.5UM OR OM3 BUFFERED I/O MM FIBER (ST/ST CONN) + (1) 2 CONDUCTOR #16 AWG (TW/SH PAIR) + (1) CAT 6 CABLE W/RJ45 CONNECTORS IN (1) 1 1/2" EXISTING CONDUIT 1 2 3 3A 4 M EXISTING UTILITY GROUND (PER UTILITY) 1600AF 1200AT W/RELT LSIG INCOMING / METERING SECTION 50 A 3P 1 EXISTING UTILITY EXISTING 1200A GE SWITCHBOARD 277/480V, 3ɸ, 4W 65KAIC WITH GROUND FAULT PROTECTION, NEMA 3RTRANSFORMER, 480/277V, 3ɸ, 4W 750KVA GR N D NE U T 40 0 A F 35 0 A T 3P 10 0 A MA I N 20 A 1P XFMR 30KVA 480 120/208V MAIN BREAKER SECTION 277/480V DISTRIBUTION SECTION 120/208V DISTRIBUTION SECTION 30 A 1P 30 A 1P 30 A 1P 40 A 2P FUTURE BESS EQUIPMENT FUTURE BESS INVERTER SP A C E SP A C E EXISTING GFCI RECEPTACLE IN WEATHERPROOF IN USE ENCLOSURE EXISTING LEVEL 2 CHARGER *1600A BUS**125A BUS* 60 0 A F 60 0 A T 3P 360 KW POWER UNIT #2 60 0 A F 60 0 A T 3P DISPENSER 2 360 KW POWER UNIT #1 DISPENSER 1B 2 3 4 3 3A 4 PROPOSED DISPENSER 1A 3A 5 7 6 EXISTINGEXISTING EXISTING POWER UNIT (EV CHARGER) PROPOSED DC DISPENSER (POST) DC POWER (2) 350 MCM AL (XHHW-2) 1KV (1) 1/0 CU (THWN-2) EGC IN (1) 2 1/2" EXISTING CONDUIT EXISTING POWER UNIT (EV CHARGER) PROPOSED DC DISPENSER (POST) DC POWER + AUXILIARY POWER (2) 350 MCM AL (XHHW-2) 1KV (1) 1/0 CU (THWN-2) EGC (2) #10 AWG CU (XHHW-2) 1KV (1) #10 AWG CU (THWN-2) EGC IN (1) 2 1/2" EXISTING CONDUIT EXISTING POWER UNIT (EV CHARGER) PROPOSED DC DISPENSER (POST) COMMUNICATION (1) 6 STRAND, 62.5UM OR OM3 BUFFERED I/O MM FIBER (ST/ST CONN) (1) 2 CONDUCTOR #16 AWG (TW/SH PAIR) (1) CAT 6 CABLE W/RJ45 CONNECTORS IN (1) 1 1/2" EXISTING CONDUIT 5 6 7 03/26/2024 VSE Project Number: U5038.0113.241 ELECTRICAL ONLY 651 W. galena park blvd. ste. 101 draper, Utah 84020 phone (801) 990-1775 www.vectorse.com ® 3300 S Bristol St 11/13/2024 Rev: 08/30//2019 Page 1 of 2 CEC 2019 ELECTRICAL VEHICLE (EV) CHARGING SYSTEMS Non-residential Buildings and Facilities Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Eligibility Checklist for Expedited EV Charging Station Permit: Non-Residential Buildings and Facilities Type of Charging Station(s) Power Levels (proposed circuit rating) Check one Level 1 110/120 volt alternating current (VAC) at 15 or 20 Amps Level 2 - 3.3 kilowatt (kW) (low) 208/240 VAC at 20 or 30 Amps Level 2 – 6.6kW (medium) 208/240 VAC at 40 Amps Level 2 – 9.6kW (high) 208/240 VAC at 50 Amps Level 2 – 19.2kW (highest) 208/240 VAC at 100 Amps Other (provide detail): Provide rating: Permit Application Requirements: A. Does the application include EVCS manufacturer's specs and installation guidelines? Y N Electrical Load Calculation Worksheet: A. Is an electrical load calculation worksheet included? () Y N B. Based on the load calculation worksheet, is a new electrical service panel upgrade required? Y N Amps or higher, is a completed panel schedule with electrical calculations included Y N Site Plan and Single Line Drawing: A. Is a site plan and separate electrical plan with a single-line diagram included with the permit application? Y N requirements (CEC 625.52 (B)), is a mechanical plan included with the Y N DC Fast Charger 480VAC N/A N/A N/A 3300 S Bristol St 11/13/2024 Rev: 08/30//2019 Page 2 of 2 Compliance with the California Electrical Code: A. Does the plan include EVCS manufacturer's specs and installation guidelines? Y N B. Does the electrical plan identify the amperage and location of existing electrical service panel? Y N CEC 625.43 Y N Y N CEC 300.5 Y N Compliance with the California Green Building Standards Code (CGBSC): A. Do the CAL Green EV Readiness installation requirements apply to this project? Y N CGBSC Table 5.106.5.3.3 Y N CGBSC 5.106.5.3.1 for single charging spaces or CGBSC 5.106.5.3.2 for multiple charging Y N Compliance with California Building Code, Chapter 11B for Accessibility Features: B. Do the plans clearly depict all required accessible EVCS features for the disabled? Y N Table 11B-228.3.2.1? Y N 11B- 812 Figure 11B-812.9? Y N Notes: This criteria is intended for an expedited EVCS permitting process. If any items are checked NO, please revise plans to fit within the eligibility checklist; otherwise the permit application may go through the standard plan review and approval process. Electrical plans shall be completed, stamped and signed by a California Licensed Electrical Engineer or a C-10 electrical contractor. EVCS project review is limited to health and safety requirements found under local, state, and federal law. EVCS permit approval is not subject to approval of an association (as defined in Section 4080 of the Civil Code). Project Address: Applicant Signature: Applicants Printed Name: Contractor’s License Number and type: - N/A N/A N/A 3300 S Bristol St, Santa Ana, CA 92704 Brayan Cabrera 861279 A, B, C10, C-7 3300 S Bristol St 11/13/2024 This document is a Property of BTCPower Inc. and shall not be copied, reproduced, or used as the basis for sale or manufacture of apparatus without written permission. 23-Sep-22 Rev D 360kW High Power DC Charger INSTALLATION AND USER’S MANUAL Page 9 of 89 EQUIPMENT DESCRIPTION 500A CHARGE DISPENSER COMPONENT DESCRIPTION 1. 15-inch Outdoor-Rated Display and Touch Screen 2. HMI Navigation Buttons 3. NAYAX VPOS Encrypted Insert Card Reader 4. High Security Lock #1 5. High Security Lock #2 6. RFID Card Reader 7. Charging Connector 8. Power Supply 9. Fiber-Optic Transceiver 10. Circuit Breaker 11. DC Input 12. MCU Board 13. Cooling Unit - Heat Exchanger 14. AC Input 15. Interlock 16. Fiber-Optic Connections 17. Ground Connections 18. Cooling Unit - Pump/Tank 3300 S Bristol St 11/13/2024 This document is a Property of BTCPower Inc. and shall not be copied, reproduced, or used as the basis for sale or manufacture of apparatus without written permission. 23-Sep-22 Rev D 360kW High Power DC Charger INSTALLATION AND USER’S MANUAL Page 10 of 89 EQUIPMENT DESCRIPTION 3.1. System Components Power Unit / Tower ITEM DESCRIPTION SKU 1 Gen 4 HPC 480VAC Tower/Power Cabinet 360kW Dual Output HPCT2-360-480-2 Dispenser ITEM DESCRIPTION SKU 1 Electrify America Cycle 3 500A Level 4 Dispenser CCS1 only HPCD6-500-05-005 2 Electrify Canada Cycle 3 500A Level 4 Dispenser CCS1 only HPCD6C-500-05-005 3300 S Bristol St 11/13/2024 This document is a Property of BTCPower Inc. and shall not be copied, reproduced, or used as the basis for sale or manufacture of apparatus without written permission. 23-Sep-22 Rev D 360kW High Power DC Charger INSTALLATION AND USER’S MANUAL Page 14 of 89 SYSTEM SPECIFICATION 4.2. DCFC Dispenser High Power Dispenser Specification SKU: HPCD6-500-05-005 PARAMETER DISPENSER 500A Rated AC Input Auxiliary Input Voltage 480 VAC, Split Phase, +/-10% (L1, L2, Ground) Auxiliary Input Current 6A @ 480 VAC Input Frequency Range 60 Hz ± 10 % DC Input Input Voltage Range 200 - 950 V Input Current Range 5 – 500 A DC Output CCS Configuration Maximum DC Output Current CCS, continuous 500 A Environment Conditions Operating Temperature Range -30°C to +50°C Operating Altitude 2,000 m Humidity 5-95% non-condensing Mechanical Characteristics Enclosure IK Rating IK 10 Enclosure IP Rating IP 54 (NEMA 3R) Dimensions Footer: 22” (W) x 16.8” (D) x 96.8” (H) Overall: 31.5” (W) x 18.7” (D) x 96.8” (H) Weight 551 lbs *Specifications are subject to change, without prior notice. 3300 S Bristol St 11/13/2024 AUTHORIZATION TO MARK Applicant:Manufacturer: Address:Address: Country:Country: Contact:Contact: Phone:Phone: FAX:FAX: Email:Email: 138062 1 Standard(s): Product: Brand Name: This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek’s Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667  Fax 312-283-1672 Electric Vehicle (EV) Charging System Equipment [UL 2202:2009 Ed.2+R:09Feb2018] Power Conversion Equipment [CSA C22.2#107.1:2016 Ed.4] DC EV Fast Charger BTCPower Control Number:4005113 Authorized by: for L. Matthew Snyder, Certification Manager This document supersedes all previous Authorizations to Mark for the noted Report Number. ccortes@btcpower.com ccortes@btcpower.com Party Authorized To Apply Mark:Same as Manufacturer Report Issuing Office:Intertek Testing Services NA, Inc., Plymouth Township, MI Carlos Cortes Carlos Cortes 714-493-1455 714-493-1455 N/A N/A Broadband TelCom Power, Inc Broadband TelCom Power, Inc 1719 S. Grand Ave. Santa Ana, CA 92705 1719 S. Grand Ave. Santa Ana, CA 92705 USA USA This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report.This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Party Authorized To Apply Mark. Page 1 of 4 ATM for Report 104752911DET-001 ATM Issued: 23-Aug-2021 ED 16.3.15 (5-Jun-2021) Mandatory 3300 S Bristol St 11/13/2024 AUTHORIZATION TO MARK Models: HPCT2-120-480-1, HPCT2-120-480-2 HPCT2-150-480-1, HPCT2-150-480-2 HPCT2-180-480-1, HPCT2-180-480-2 HPCT2-240-480-1, HPCT2-240-480-2 HPCT2-360-480-1, HPCT2-360-480-2 EVDSP-350-5-120-0-2-C-4-0 EVDSP-350-3-120-0-C-4-0 Page 2 of 4 ATM for Report 104752911DET-001 ATM Issued: 23-Aug-2021 ED 16.3.15 (5-Jun-2021) Mandatory 3300 S Bristol St 11/13/2024 AUTHORIZATION TO MARK Applicant:Manufacturer: Address:Address: Country:Country: Contact:Contact: Phone:Phone: FAX:FAX: Email:Email: 138062 2 Standard(s): Product: Brand Name: Broadband TelCom Power, Inc BTCPower Cebu, Inc. 1719 S. Grand Ave. Santa Ana, CA 92705 1st Ave. MEPZ 1, M.L. Quezon, National Highway, Lapu-Lapu City, Cebu 6015 USA Phillipines Carlos Cortes Jeannie Yoo Loudette Donaire 714-493-1455 1714-746-4608 +63917-707-3866 N/A NA ccortes@btcpower.com jeannie.yoo@btcpower.com ldoniare@btcpower.com Party Authorized To Apply Mark:Same as Manufacturer Report Issuing Office:Intertek Testing Services NA, Inc., Plymouth Township, MI Control Number:5020390 Authorized by: for L. Matthew Snyder, Certification Manager This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek’s Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667  Fax 312-283-1672 Electric Vehicle (EV) Charging System Equipment [UL 2202:2009 Ed.2+R:09Feb2018] Power Conversion Equipment [CSA C22.2#107.1:2016 Ed.4] DC EV Fast Charger BTCPower This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report.This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Party Authorized To Apply Mark. Page 3 of 4 ATM for Report 104752911DET-001 ATM Issued: 23-Aug-2021 ED 16.3.15 (5-Jun-2021) Mandatory 3300 S Bristol St 11/13/2024 AUTHORIZATION TO MARK Models: HPCT2-120-480-1, HPCT2-120-480-2 HPCT2-150-480-1, HPCT2-150-480-2 HPCT2-180-480-1, HPCT2-180-480-2 HPCT2-240-480-1, HPCT2-240-480-2 HPCT2-360-480-1, HPCT2-360-480-2 EVDSP-350-5-120-0-2-C-4-0 EVDSP-350-3-120-0-C-4-0 Page 4 of 4 ATM for Report 104752911DET-001 ATM Issued: 23-Aug-2021 ED 16.3.15 (5-Jun-2021) Mandatory 3300 S Bristol St 11/13/2024