CITY OF NORWALK - DEPARTMENT OF TRANSPORTATION 12650 IMPERIAL HWY. NORWALK, CA 90650 PC: JANET WELDE (562) 929-5600 [email protected]
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CLIENT:
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POWER COMPANY:
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SOUTHERN CALIFORNIA EDISON 3 INNOVATION WAY POMONA, CA 91768 PM: ADAM STADNIK [email protected]
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THE SCOPE OF WORK CONSIST OF THE INSTALLATION OF (4) NEW CHARGING STATION FOR THE CITY OF NORWALK TRANSIT FACILITY. - INSTALLATION OF (4) BUS CHARGING STATIONS - INSTALLATION OF UNDERGROUND ELECTRICAL CONDUIT AND CONDUCTORS FROM EXISTING DISTRIBUTION EQUIPMENT - INSTALLATION OF PROTECTIVE BOLLARDS - RE-STRIPING
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CITY OF NORWALK - BUILDING AND SAFETY DIV (562) 929-5733 [email protected].
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CITY:
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ENERGY
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- 2019 CALIFORNIA ENERGY CODE
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8045-001-902
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APN::
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12.
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11.
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%%UI. HEALTH AND SAFETY:
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INSTRUCTIONS TO THE CONTRACTOR: THE GENERAL CONTRACTOR IS HEREBY NOTIFIED OF THE CITIES REQUIREMENT OF FILING APPROPRIATE LICENSE AND INSURANCE INFORMATION (DOCUMENTS) WITH THE CITY PRIOR TO THE ISSUANCE OF PERMITS.
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ALL CONSTRUCTION SHALL CONFORM WITH ALL CURRENT GOVERNING CODES AND ALL APPLICABLE ORDINANCES AND REGULATIONS, THE SPECIFICATIONS, AND THE DRAWINGS.
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SAFETY STANDARDS: IT IS THE INTENT OF THESE DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. SUCH STANDARDS SHALL BE COMPLIED WITH WHETHER OR NOT SPECIFICALLY DETAILED.
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THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, FENCES, ENCLOSURES COVERINGS, WARNING SIGNS TO WARN OF CONSTRUCTION WORK IN PROGRESS CONTRACTOR WILL BE REQUIRED TO PROVIDE ENCLOSURE AROUND AREA TO PROTECT FROM EXCAVATIONS AND TRENCHES.
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GENERAL CONTRACTOR SHALL REVIEW ELECTRICAL DOCUMENTATION. THE THE ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE INSTALLATION OF ELECTRICAL. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ELECTRICAL DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION. ANY WORK INSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER OR ARCHITECT.
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DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK.
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DIMENSIONS SHOWN ON FLOOR PLANS ARE TO FACE OF FINISH, FACE OF MASONRY, CENTER LINE OF COLUMN OR GRID LINES UNLESS OTHERWISE NOTED.
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DATUM LINE SHALL BE ESTABLISHED AS FINISH SLAB DATUM AND SHALL EQUAL ARCHITECTURAL DATUM 0.00.
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PROVIDE APPROVED GALVANIC BARRIER BETWEEN ALL DISSIMILAR METALS WHICH ARE IN CONTACT.
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VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE.
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VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE.
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SITE UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITY LINES, AS REQ'D. BY SCOPE OF THIS PROJECT.
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PLUMBING AND ELECTRICAL CONTRACTORS ARE TO BE RESPONSIBLE FOR THE PLACEMENT OF CONDUIT AND PIPE IN MASONRY WALLS, CONCRETE BEAMS, SLAB, AND FOUNDATIONS. VERIFY ALL LOCATIONS NOT DETAILED WITH ARCHITECT.
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WHEN SHOP DRAWINGS ARE REQUIRED, ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB SITE PRIOR TO FABRICATION OF MATERIALS OR EQUIPMENT.
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%%UII. BUILDING AND DOCUMENTATION:
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2.
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1.
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DO NOT SCALE DRAWINGS.
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THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO COMMENCING WORK.
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%%UIII. SPECIAL INSPECTION:
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IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER CBC SECTION 109, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF WORK LISTED IN THIS SECTION.
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THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR AT LEAST 24 HOURS NOTICE PRIOR TO PERFORMING ANY WORK REQUIRING SPECIAL INSPECTION.
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THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED CONTRACT DRAWINGS AND SPEC'S. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND THE BUILDING OFFICIAL. 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 SPEC'S AND THE APPLICABLE CODES PROVISIONS.
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INSPECTIONS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS. SHOP DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR INSPECTION PURPOSES.
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TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE AS FOLLOWS:
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6.1.
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STEEL CONSTRUCTION AND WELDING PER CBC SECTION 17043 AND TABLE 17043.
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CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF PREFABRICATED ITEMS SHALL BE PROVIDED IN ACCORDANCE WITH CBC SECTION 1704.
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1.
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%%UV. GENERAL NOTES
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THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND COPY OF THE CONSTRUCTION PERMIT ON THE JOB SITE DURING WORKING OPERATIONS.
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ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD.
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THE CONTRACTOR COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS.
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THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO STREET STRIPING, LANDSCAPING AND SIGNS.
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APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORM-WATER PERMIT
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RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TO THE LOCAL STORM DRAIN SYSTEM.
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7.
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AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
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CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIALS OTHER THAN STORM-WATER (NON-STROM-WATER DISCHARGES) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT OR THE STATEWIDE GENERAL CONSTRUCTION STORM-WATER PERMIT.
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POTENTIAL POLLUTANTS INCLUDE, BUT NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS, WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDE, HERBICIDE, FERTILIZERS, WOOD PRESERVATIVES AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FLOATABLE WASTES; WASTES FROM ENGINE / EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING.
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DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED, TEMPORARY AREA ON-SITE AND PHYSICALLY SEPARATED FROM POTENTIAL STORM-WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
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ALL WORK AND EQUIPMENT SHALL BE NEW AND PROVIDED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING ITEMS RESULTING FROM CONSTRUCTION WORK. ALL DISTURBED OR DAMAGED AREA SHALL BE REPAIRED AND/OR RESTORED TO MATCH ADJACENT MATERIALS AT CONTRACTOR'S EXPENSE.
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CHANGES TO THE APPROVED DRAWINGS SHALL BE MADE BY A WRITTEN CHANGE ORDER APPROVED BY OWNER/ARCHITECT.
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NO OMISSION OR SUBSTITUTION OF THE WORK SHALL BE MADE WITHOUT WRITTEN APPROVAL OF HE OWNER/ARCHITECT.
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ALL WORKMANSHIP SHALL BE PERFORMED BY SKILLED WORKERS USING THE BEST STANDARD PRACTICES OF THE TRADE AND CONSTRUCTION INDUSTRY.
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THE CONTRACTOR AND SUBCONTRACTORS PERFORMING THIS CONTRACT WORK SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND FACILITY STAFF AND THE PUBLIC ARE PROTECTED, ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND CAL. OSHA.
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THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY POWER, WATER AND TOILET FACILITIES FOR THE CONVENIENCE OF THEIR WORKERS.
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%%UIV. DEMOLITION NOTES:
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SCOPE: FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED EXECUTE THE WORK AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS INCLUDING ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE CONTRACT, INCLUDING, BUT NOT LIMITED TO:
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A. PROTECTION OF EXISTING WORK TO REMAIN.
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B. DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY JOB CONDITIONS.
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C. DEBRIS REMOVAL AND DISPOSAL.
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D. EXTENT OF DEMOLITION IS NOT LIMITED TO ARCHITECTURAL DEMOLITION DRAWINGS ONLY. REFER TO ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS.
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REFERENCE STANDARDS:
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2.
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A. ANSI A10.6 :SAFETY REQUIREMENTS FOR DEMOLITION" PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE.
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B. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH C.F.C. CHAPTER 33
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GENERAL REQUIREMENTS:
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A. FIELD CONDITIONS: TAKE INTO CONSIDERATION AS NECESSARY WORK ALL OBVIOUS EXISTING CONDITIONS AND INSTALLATIONS ON THE SITE AS THOUGH THEY WERE COMPLETELY SHOWN OR DESCRIBED. ACCEPT THE SITE OF THE WORK AS IT EXISTS AND CLEAR OBSTRUCTIONS TO THE WORK INDICATED.
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B. THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE PERFORMED. INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY CONTINGENCIES.
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C. ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. PERFORM CUTTING AND STRIPPING SO THAT THE WORK TO REMAIN IS UNDAMAGED AND IN SUCH A MANNER THAT NEW WORK CAN BE PROPERLY CONNECTED WITH IT.
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D. TAKE CAREFUL NOTE OF THE FACT THAT THE OWNER PREMISES AND ACTIVITIES WILL BE OPEN TO "BUSINESS AS USUAL" DURING THE LIFE OF THIS CONTRACT. NO INTERRUPTION OF TRAFFIC FLOW, UTILITIES SERVICES OWNER'S USUAL ACTIVITIES WILL BE PERMITTED WITHOUT PREVIOUS SCHEDULING WITH THE OWNER
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F. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED.
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G. PHASING OF THE WORK: CONFER WITH THE OWNER AS TO THE SEQUENCING AND PHASING OF THE PERFORMANCE OF VARIOUS PARTS OF THE WORK. COOPERATE FULLY TO THE END THAT CERTAIN FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED.
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H. NOISE CONTROL: CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKERS IN NOISE CONTROL PROCEDURES. COMPLY WITH CITY NOISE ORDINANCES FOR ALL WORK.
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J. REPORT ANY DISCREPANCIES AND/OR UNFORESEEN CONDITIONS PREVIOUSLY COVERED BY BY EXISTING WORK IMMEDIATELY TO THE OWNER.
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PROTECTION:
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A. CEASE OPERATIONS AND IMMEDIATELY NOTIFY THE OWNER IF THE SAFETY OF EXISTING CONSTRUCTION APPEARS TO BE ENDANGERED AT ANY TIME. TAKE PRECAUTIONS TO SUPPORT SUCH ENDANGERED CONSTRUCTION. DO NOT RESUME CONSTRUCTION UNTIL AUTHORIZED BY THE OWNER.
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B. PROTECTION OF PERSONNEL: ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS MAY BE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY.
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C. EXISTING WORK TO REMAIN: PROVIDE SUCH FORMS OF PROTECTION AS MAY BE NECESSARY TO PREVENT DAMAGE TO EXISTING WORK AND EQUIPMENT TO REMAIN.
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REMOVED MATERIAL AND DEBRIS:
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A. ALL REMOVED MATERIAL, NOT OTHERWISE DESIGNATED, AND ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR, WHO SHALL REMOVE IT FROM THE SITE.
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B. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE. REMOVE DAILY AND DISPOSE OF THEM IN A LEGAL MANNER. NO ON-SITE SALE OR BURNING OF DEMOLISHED MATERIALS WILL BE PERMITTED.
All information shown or described herein is the property
of Dorado Design & Construction, Inc. and shall not be
reused, copied or reproduced in any form without the
expressed written authorization of Dorado Design &
Construction, Inc.
CHARGING STATION
12650 IMPERIAL HWYNORWALK, CA
90650
A1.1
CONCRETE PLAN
202-
202-A00.DWG
1
AS NOTED
RMC
SPR
RMC
CITY REVIEW SUBMITTAL 12.17.20
BUILDING DEPARTMENT SUBMITTAL 01.21.21
BUILDING DEPT. RE-SUBMITTAL I 02.16.21
BUILDING DEPT. RE-SUBMITTAL II 03.12.21
B SCE EQUIPMENT COORDINATION 03.12.21
B
A
NOTES:
B
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MAINTAIN AND PROTECT EXISTING LIGHT STANDARD
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24" DIAM.
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3"
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3"
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3'-6"
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3'-0"
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POST GUARD COVER
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6" GALVANIZED STEEL PIPE ( " MIN. WALL) FILLED WITH 14" MIN. WALL) FILLED WITH CONCRETE, PRIME, PAINT AND PROVIDE YELLOW HD POLYETHYLENE POST GUARD COVER
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CONCRETE FOOTING
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# 6 BAR x 14" LONG THRU PIPE AND WELDED
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CONCRETE PAD OR PAVED AREA, FINISH TO TO MATCH EXISTING
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THIS SCOPE BY SOUTHERN CALIFORNIA EDISON, UNDER SEPARATE PERMIT
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PIPE GUARD FOOTING
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MAINTAIN AND PROTECT EXISTING COM'S. PULL BOX
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USE CHARGE POINT STATION ANCHORING HARDWARE. TYP. AT (4)
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MAINTAIN AND PROTECT STRIPING
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MIN. 12" THINK CONCRETE PADS FOR CHARGING STATION, REFER TO CHARGE POINT DRAWINGS FOR MOUNTING TEMPLATE. TYP. AT (4)
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CONCRETE DETAILS
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MAINTAIN AND PROTECT STRIPING
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REMOVE EXISTING STRIPING
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REMOVE EXISTING STRIPING TYPICAL
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APPROXIMATE LOCATION OF UTILITY TRENCH, SAW CUT REMOVE AND PATCH BACK TYPICAL
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1. WORK SHOWN ON THESE DRAWINGS SHALL BE DONE IN ACCORDANCE WITH THE WORK SHOWN ON THESE DRAWINGS SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION AND SUPPLEMENTS, CITY OF NORWALK DEPARTMENT OF PUBLIC WORKS "STANDARD PLANS AND CALIFORNIA BUILDING CODE LATEST EDITION. 2. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM CALIFORNIA DIVISION OF THE CONTRACTOR SHALL OBTAIN A PERMIT FROM CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR THE CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE FIVE FEET OR DEEPER, SHEETING, SHORING, AND BRACING FOR THE TRENCH EXCAVATION SHALL CONFORM TO THE REQUIREMENTS OF "CONSTRUCTION SAFETY ORDERS", TITLE 8, DIVISION OF INDUSTRIAL SAFETY, STATE OF CALIFORNIA. 3. THE CONSTRUCTION DOCUMENTS AND RELATED WORKS ARE REQUIRED AS FOLLOWS: THE CONSTRUCTION DOCUMENTS AND RELATED WORKS ARE REQUIRED AS FOLLOWS: A. NO BACKFILL TO BE PLACED UNTIL CITY INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. B. ALL FILL SHALL BE COMPACTED TO A MIN. RELATIVE COMPACTION OF 90%. C. TEMPORARY EROSION CONTROL TO BE INSTALLED DURING CONSTRUCTION. 4. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN ELEVATIONS UNLESS OTHERWISE STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS. 5. THE CONTRACTOR IS REQUIRED TO MAKE DUE PRECAUTIONARY MEASURES TO THE CONTRACTOR IS REQUIRED TO MAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY ALL IMPROVEMENTS... THE OWNER AND ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY.
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MATCH EXISTING - 6 " 4,000 34" 4,000 PSI HEAVY DUTY PORLAND CEMENT CONCRETE
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6" CLASS II CRUSHED MISCELLANEOUS BASE COMPACTED TO 95% MAXIMUM DRY DENSITY BASED ON ASTM D1557-07 TEST METHOD OR CLASS 2 AGGREGATE BASE COMPACTED TO 95% OF THE MATERIAL'S ASTM D-1557 MAXIMUM DRY DENSITY
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12" SUBGRADE SCARIFIED AND RECOMPACTED TO 95% MAXIMUM DRY DENSITY BASED ON ASTM D1557-07 TEST METHOD
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NOTES: 1. CONCRETE SHALL CONFIRM TO THIS PAVEMENT SECTION FOR HEAVY DUTY PAVEMENTS. 2. MATCH EXISTING PAVEMENT SECTION IF MORE STRINGENT THAN SECTION PER THIS DETAIL. 3.CONTRACTOR TO PROVIDE R-VALUE OF COMPACTED SUBGRADE TO PRIOR TO PAVEMENT OPERATIONS, IN ORDER TO MAKE ANY NECESSARY ADJUSTMENTS TO THE PAVEMENT SECTION. 4. ALL SURFACES SHALL BE SLIP-RESISTANT.
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CONCRETE NOTES: 1. CONCRETE DESIGN IS BASED ON THE FOLLOWING STANDARDS: A. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14) AND ALL SUBSEQUENT SUPPLEMENTS. CAST IN PLACE CONCRETE DESIGN IS BASED ON THE FOLLOWING. 2. MATERIAL STRENGTH: A. CONCRETE 4000 PSI TYPE 1 CEMENT. B. REINFORCING STEEL ASTM A615, GRADE 60: Fy = 60,000 PSI ALL. 3. CONCRETE WORK SHALL BE IN ACCORDANCE WITH STANDARD "SPECIFICATION FOR STRUCTURAL CONCRETE" THE LATEST EDITION OF ACI 301.
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REMOVE EXISTING STRIPING TYPICAL
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APPROXIMATE LOCATION OF UTILITY TRENCH, SAW CUT REMOVE AND PATCH BACK TYPICAL
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APPROXIMATE LOCATION SAW CUT REMOVE AND PATCH BACK TYPICAL
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APPROXIMATE LOCATION SAW CUT REMOVE AND PATCH BACK TYPICAL
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APPROXIMATE LOCATION SAW CUT REMOVE AND PATCH BACK TYPICAL
All information shown or described herein is the property
of Dorado Design & Construction, Inc. and shall not be
reused, copied or reproduced in any form without the
expressed written authorization of Dorado Design &
Construction, Inc.
CHARGING STATION
12650 IMPERIAL HWYNORWALK, CA
90650
A2.1
STRIPING PLAN
202-
202-A00.DWG
1
AS NOTED
RMC
SPR
RMC
CITY REVIEW SUBMITTAL 12.17.20
BUILDING DEPARTMENT SUBMITTAL 01.21.21
BUILDING DEPT. RE-SUBMITTAL I 02.16.21
BUILDING DEPT. RE-SUBMITTAL II 03.12.21
B SCE EQUIPMENT COORDINATION 03.12.21
SIGNING AND STRIPING NOTES:
“ ”
B
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MAINTAIN AND PROTECT EXISTING LIGHT STANDARD REPAINT - TRAFFIC YELLOW
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THIS SCOPE BY SOUTHERN CALIFORNIA EDISON, UNDER SEPARATE PERMIT
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NEW 4" WIDE STRIPING TYPICAL
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LETTER-IN "EV CHARGING LANE" (TYP. OF 4)
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PAINT ALL BOLLARDS TRAFFIC YELLOW
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MAINTAIN AND PROTECT STRIPING
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NEW 4" WIDE STRIPING TYPICAL
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1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM' TO THE CALIFORNIA SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM' TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ARCHITECT OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 25' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A ''LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING OR WATER BLASTING. WHERE EXISTING PAVMENT MARKING ARE TO BE REMOVED CONTRACTOR SHALL BE RETURNED TO “LIKE NEW” LIKE NEW” CONDITION MATCHING SUROUNDING FINISHES. DEBRIS SHALL BE PROMPTLY REMOVED AT THE END OF EACH DAY BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL LIGHT STANDARD BASES SHALL BE PAINTED YELLOW. ALL LIGHT STANDARD BASES SHALL BE PAINTED YELLOW. 12. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2009 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 13. SIGNPOSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAK A WAY. SIGNPOSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAK A WAY. 14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF NORWALK MOUNTING BRACKET WITH STRAPS. 15. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
F: 818.557.1335All information shown or described herein is the propertyof Dorado Design & Construction, Inc. and shall not bereused, copied or reproduced in any form without theexpressed written authorization of Dorado Design &Construction, Inc.
CHARGING STATION
12650 IMPERIAL HWYNORWALK, CA
90650
06-30-2021
DA
NIEL SAND
E21869
OVAL
E - 0
COVER SHEET
202-202 - E-0.DWG
1
AS NOTED
STAFF
STAFF
STAFF
CITY REVIEW SUBMITTAL 12.17.20
BUILDING DEPARTMENT SUBMITTAL 01.21.21
ELECTRICAL ABBREVIATIONS
DUPLEX RECEPTACLE, 120V 15A UNO, WALL MOUNTED +15" A.F.F. UNO
1'x4' LED LIGHT FIXTURE
JUNCTION BOXJ
LIGHTING
POWER
GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE (FEED THROUGH TYPE)GFCI
CONDUIT BELOW FLOOR OR GRADE, OR IN SLAB. SIZE AS NOTED
CONDUIT CONCEALED IN WALL OR CEILING. SIZE AS NOTED
CONDUIT EXPOSED. SIZE AS NOTED
CONDUIT
G1-1
GENERAL NOTES
* NOTE *ALL OF THE SYMBOLS AND ABBREVIATIONS SHOWN ONTHIS SHEET MAY OR MAY NOT BE USED IN THIS SET OF
(EXTERIOR GFCI RECEPTACLE SHALL BE INSTALLED IN WEATHERPROOF
NEMA 5-15R CONFIGURATION.
LOCKABLE BOX PER LAUSD SPECIFICATIONS)
* SCOPE OF WORK *ADDITION OF EV CHARGING DEVICES TO EXISTING EV SERVICE.
ENFORCEABLE CODES
HOMERUN TO PANEL "G1". PROVIDE #12 COPPER CONDUCTORS IN CONDUIT UNLESSINDICATED OTHERWISE.
MAGNETIC DOOR HOLDERDH
INDEX OF ELECTRICAL DRAWINGS
ELECTRICAL COVER SHEETELECTRICAL SITE PLANCHARGING STATION DETAILS AND LAYOUTCHARGING STATION CUT SHEETCHARGING STATION CUT SHEET
E-0E-1E-2E-3E-4
a3 SWITCH. SUBSCRIPT INDICATES CONTROLLING SWITCH
LEG. SUPERSCRIPT INDICATES THE FOLLOWING:2 TWO POLE3 THREE-WAY SWITCH4 FOUR-WAY SWITCHWP WEATHERPROOFD DIMMERM MANUAL MOTOR STARTERK KEY OPERATEDP PILOTLOS LINE VOLTAGE OCCUPANCY SENSOR. "a,b",
REPRESENTS DUAL RELAY SENSORLV LOW VOLTAGE TYPE, DIMMABLE
LOW VOLTAGE WALL MOUNTED OCCUPANCY SENSORWITH DIMMING
SWITCHES
DUAL TECHNOLOGY CEILING SENSOR
ROOM CONTROLLER
PHOTOCELL FOR CONTROL OF LIGHTS IN DAYLIT SPACE.PROVIDE WIRING FOR AUTOMATIC DIMMING CONTROL OFLIGHTS IN DAYLIT SPACE.
RC
PC
OS
2019 CALIFORNIA ADMINISTRATIVE CODE (CAC)PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2019 CALIFORNIA BUILDING CODE (CBC)PART 2, TITLE 24, CCR BASED ON THE 2018 INTERNATIONAL BUILDING CODE (IBC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)PART 3, TITLE 24, CCR BASED ON THE 2017 NATIONAL ELECTRICAL CODE (NEC)
2019 CALIFORNIA MECHANICAL CODE (CMC)PART 4, TITLE 24, CCR BASED ON THE 2018 UNIFORM MECHANICAL CODE (UMC)
2019 CALIFORNIA PLUMBING CODE (CPC)PART 5, TITLE 24, CCR BASED ON THE 2018 UNIFORM PLUMBING CODE (UPC)
2019 CALIFORNIA FIRE CODE (CFC)PART 9, TITLE 24, CCR BASED ON THE 2018 INTERNATIONAL FIRE CODE (IFC)
2019 CALIFORNIA GREEN BUILDING CODE (CGC)PART 11, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
1. BEFORE STARTING ANY WORK, EXAMINE THE COMPLETE SET OF DRAWINGS FOR ALL TRADES, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL,PLUMBING, LIGHTING AND A/V. VERIFY ALL DIMENSIONS, SPACE REQUIREMENTS, AND POINTS OF CONNECTION TO ALL EQUIPMENT. MAKE ANY MINOR ADJUSTMENTSNECESSARY TO AVOID CONFLICTS OF OTHER TRADES. MAJOR (REQUIRING COST ADJUSTMENTS) DISCREPANCIES SHALL BE RESOLVED IN WRITING PRIOR TOPERFORMING ANY WORK.
2. CONTRACTOR SHALL VISIT JOB SITE AND THOROUGHLY EXAMINE ALL EXISTING CONDITIONS WHICH MAY AFFECT WORK PRIOR TO SUBMITTING BID. NO ADDITIONALCOSTS WILL BE CONSIDERED FOR CONTRACTORS FAILURE TO DO SO. EXPOSED PARTS OF SWITCHBOARDS, PANELS, TRANSFORMERS, BOXES, CONDUITS, ETC. WERENOT OPENED DURING THE DESIGN PHASE OF THE PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER AND/OR OWNER IFINACCURACIES OR OTHER DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS ARE FOUND.
3. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT A COMPLETE AND WORKABLE ELECTRICAL INSTALLATION BE PROVIDED FOR ALL THE EQUIPMENTDESCRIBED OR SHOWN AS BEING IN THIS CONTRACT. DRAWINGS ARE DIAGRAMMATIC IN NATURE, AND CONDUIT ROUTING IS THE RESPONSIBILITY OF THE ELECTRICALCONTRACTOR. NO SURFACE MOUNTED CONDUIT IS PERMITTED EXCEPT AS INDICATED ON DRAWINGS OR IN OPEN CEILING AREAS. EXPOSED CONDUIT SHALL BEROUTED PARALLEL AND PERPENDICULAR TO THE BUILDING STRUCTURE. PAINT EXPOSED CONDUIT. SPECIAL CARE SHALL BE TAKEN WHEN ROUTING CABLING, CABLETRAYS, CONDUITS AND WIRES WITHIN OPEN CEILING SPACES IN VIEW OF THE PUBLIC. MAINTAINING AESTHETICS ARE PARAMOUNT IN THE ROUTING AND INSTALLATIONOF EQUIPMENT. COORDINATE WITH OTHER TRADES AND ENSURE WORK IS COMPLETED IN A NEAT AND ORGANIZED MANNER.
4. FURNISH ALL LABOR AND MATERIALS NECESSARY AND FURNISH AND INSTALL ALL APPARATUS, MATERIALS, EQUIPMENT AND COMPONENTS IN A MANNER COMPLYINGWITH ALL APPLICABLE CODES, INCLUDING ITEMS REQUIRED BUT NOT NORMALLY SHOWN, SUCH AS COUPLINGS, HANGERS, BRACKETS, CLAMPS, JUNCTION BOXES,PULLBOXES, SMALL GUTTERS, CONNECTORS AND HARDWARE. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE CODE, OR RECOGNIZED STANDARDS SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND INSPECTOR OF RECORD PRIOR TO COMMENCING ANY WORK.
5. DETERMINE ROUTING OF FEEDERS AND HOMERUNS IN COOPERATION WITH OTHER TRADES TO SIMPLIFY INSTALLATION WHEREVER POSSIBLE BUT SUBJECT TOAPPROVAL OF ENGINEER FOR VISUAL AND STRUCTURAL REASONS.
6. ALL CONDUCTORS SHALL BE COPPER, TYPE THWN-2/THHN 90 DEGREE INSULATION. ALL LUGS SHALL BE 75 DEGREE RATED, MINIMUM. CONDUCTORS INSTALLED INEXPOSED CONDUITS OUTSIDE OF BUILDING OR WITHIN ROOFING MATERIAL SHALL BE TYPE XHHW (90°C).
7. USE OF FLEXIBLE CONDUIT IS NOT ALLOWED EXCEPT FOR LENGTHS UP TO 6 FEET FOR FINAL CONNECTION TO LIGHTING FIXTURES OR VIBRATING EQUIPMENT. ALLCONDUITS SHALL INCLUDE A GROUND WIRE SIZED PER CODE. CONCEALED CONDUIT SHOULD BE INSTALLED WHEREVER POSSIBLE. IF EXPOSED CONDUITS ANDBOXES ARE INSTALLED, THEY SHALL BE PAINTED TO MATCH THE SURFACES WHERE INSTALLED WHEN VISIBLE TO THE PUBLIC.
8. GREEN INSULATED COPPER GROUNDING CONDUCTOR SHALL BE INSTALLED AND CONNECTED TO EACH POWER OUTLET, ENCLOSURE, POWER DEVICE, FIXTURE, ETC.THROUGHOUT THE SITE. THE RACEWAYS SHALL NOT BE RELIED UPON FOR EQUIPMENT GROUNDING.
9. LABEL ALL RECEPTACLES, JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES AND CONTROL DEVICES WITH THEIR SERVING PANEL AND CIRCUIT NUMBER(S).
10. PROVIDE FIRE STOPPING AT ALL CONDUIT PENETRATIONS OF CEILINGS AND WALLS AND BACK OF ELECTRICAL BOXES COMPATIBLE WITH AND TO MAINTAIN THE FIRERATING OF THE STRUCTURE. LOCATE WALL PENETRATIONS ABOVE CEILING AREAS WHERE PRESENT.
11. ELECTRICAL CONTRACTOR TO VERIFY MOUNTING HEIGHTS OF OUTLET BOXES NEAR, ON OR WITHIN CABINETWORK, SINKS, MIRRORS, COUNTERS, ETC. OUTLETSSHOWN ON PLANS ARE APPROXIMATE ONLY AND ANY IN CONFLICT WITH OTHER OBSTRUCTIONS SHALL BE RELOCATED AT NO EXPENSE TO THE OWNER.
12. PROPERLY MOUNT EQUIPMENT TO FLOOR WITH REQUIRED HARDWARE FOR SEISMICALLY RESTRAINING EQUIPMENT AGAINST SEISMIC FORCES IN ANY DIRECTION.WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER ANDTHE INSPECTOR.
13. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF.
14. NEW RECEPTACLES WITHIN 6' OF SINKS SHALL BE GFCI TYPE. WEATHERPROOF RECEPTACLES SHALL BE GFCI TYPE.
15. PROVIDE CONSTANT HOT CIRCUIT (AHEAD OF CONTROLS) TO ALL EMERGENCY LIGHT FIXTURES AND EXIT SIGNS. FOR CONTROLLED EMERGENCY LIGHT FIXTURES,ALSO PROVIDE EMERGENCY SHUNT RELAY WITHIN CONTROL CIRCUIT IN ORDER TO ALLOW CONTROL OF THE FIXTURE, YET TURN FIXTURE TO FULL BRIGHT UPON LOSSOF POWER.
16. ALL NECESSARY CLEARANCES SHALL BE MAINTAINED AT ELECTRICAL EQUIPMENT TO COMPLY WITH CURRENTLY ADOPTED NATIONAL ELECTRICAL CODE (WITH STATEAMENDMENTS) AND LOCAL JURISDICTION CODE.
17. ALL METALLIC OBJECTS THAT ENCLOSE ELECTRICAL CONDUCTORS OR THAT MIGHT BE ENERGIZED BY ELECTRICAL CURRENTS MUST BE EFFECTIVELY GROUNDED.BOND ALL METAL EQUIPMENT PARTS SUCH AS ENCLOSURES, RACEWAYS, BUILDING METAL STRUCTURE, WATER PIPING, GAS PIPING AND ANY OTHER EQUIPMENTLIKELY TO BECOME ENERGIZED. SHORT SECTIONS OF METAL ENCLOSURES OR RACEWAYS USED TO PROVIDE SUPPORT OR PROTECTION OF LOW VOLTAGE (LESSTHAN 70V) CABLE ASSEMBLIES FROM PHYSICAL DAMAGE SHALL NOT BE REQUIRED TO BE GROUNDED. PROVIDE GROUND CONTINUITY AS REQUIRED BY CURRENTAPPLICABLE CODES.
18. SECTIONS WITHIN SWITCHBOARDS SHALL BE DEDICATED FOR BRANCH CIRCUIT AND FEEDER WIRING WITHIN THAT SECTION. NO SECTION WITHIN SWITCHBOARD SHALLBE USED AS A PULLBOX, JUNCTION BOX, OR THROUGH-WIRING PATHWAY FOR CIRCUITS OR SYSTEMS NOT FROM THAT SECTION.
19. TAPS TO PANEL BOARDS SHALL BE IN CONFORMANCE TO THE LISTING OF THE PANEL. THE EQUIPMENT USED TO MAKE THE TAP SHALL BE OF THE SAMEMANUFACTURER OF THE PANEL BOARD.
20. PENETRATIONS INTO FIRE RATED ASSEMBLY SHALL NOT BE LARGER THAN 4" NOMINAL ROUND OR 16 SQUARE INCHES IN OVERALL CROSS SECTION AREA WITH ANAGGREGATE AREA NOT MORE THAN 100 SQUARE FEET. (UBC SECTION 709.7).
21. ONLY WIRING METHODS CONSISTING OF TYPE MI CABLE, TYPE MC CABLE EMPLOYING A SMOOTH OR CORRUGATED IMPERVIOUS METAL SHEATH WITHOUT AN OVERALLNONMETALLIC COVERING, ELECTRICAL METALLIC TUBING, FLEXIBLE METALLIC TUBING, INTERMEDIATE METAL CONDUIT, OR RIGID METAL CONDUIT IS PERMITTED.FLEXIBLE METAL CONDUIT AND LIQUID TIGHT FLEXIBLE METAL CONDUIT SHALL BE PERMITTED, IN LENGTHS NOT TO EXCEED 4 FEET, TO CONNECT PHYSICALLYADJUSTABLE EQUIPMENT AND DEVICES THAT ARE PERMITTED IN THE PLENUM.
22. ALL ELECTRICAL WORK, MATERIALS, PRODUCTS, DEVICES, OR FIXTURES INCLUDED IN THESE CONSTRUCTION DOCUMENTS MUST BE NEW AND MUST MEET OR EXCEEDTHE REQUIREMENTS OF CALIFORNIA ELECTRICAL CODE (CEC), AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), INSTITUTE OF ELECTRICAL AND ELECTRONICSENGINEERS (IEEE), NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA), CALIFORNIA ADMINISTRATIVE CODE: TITLE 24, CITY, ADOPTED ELECTRICALORDINANCE.
23. MATERIALS AND ELECTRICAL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT.
24. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THEELECTRICAL EQUIPMENT.
25. WIRES, CABLES, AND INSULATIONS SHALL CONFORM TO ICEA-NEMA AND CALIFORNIA ELECTRICAL CODE STANDARDS AND SPECIFICATIONS. USE NEW WIRE ANDDELIVER TO THE JOB SITE IN COILS OR REELS. EACH COIL OR REEL SHALL HAVE A LABEL WITH THE MANUFACTURER'S NAME, TRADE, NAME OF WIRE, SIZE OF WIRE ANDUL LABEL.
26. PROVIDE AND MAINTAIN RECORD DRAWINGS ON THE JOB THAT ACCURATELY REFLECT CURRENT AS-BUILT STATUS OF THE PROJECT. PROVIDE AS-BUILT RECORDDRAWINGS IN CAD UPON COMPLETION OF PROJECT TO ARCHITECT OF RECORD.
27. ALL 120V BRANCH CIRCUITS GREATER THAN 70’ SHALL USE #10AWG. ALL 277V BRANCH CIRCUITS GREATER THAN 150’ SHALL USE #10AWG. ALL 208V BRANCH CIRCUITSGREATER THAN 125’ SHALL USE #10AWG
28. CONDUIT SIZES INDICATED ON THESE DRAWINGS ARE MINIMUM SIZES FOR INDIVIDUAL HOMERUNS. CONTRACTOR IS FREE TO COMBINE DIFFERENT HOMERUNS INSAME CONDUIT, DERATE CONDUCTORS AND RESIZE CONDUIT ACCORDING TO ELECTRICAL CODE REQUIREMENTS. CONTRACTOR TO PROVIDE MULTIPLE RUNS OFCONDUIT AT HIS EXPENSE TO REPLACE LARGER INDIVIDUAL RUNS OF CONDUIT INDICATED ON THESE DRAWINGS WHERE FIELD CONDITIONS WILL NOT ALLOW THEM TOBE INSTALLED IN THE SIZES SHOWN.
29. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24", REGARDLESS OF LOCATIONS SHOWN ONDRAWING. PROVIDE FIRE BACKING PUTTY AS REQUIRED.
30. ALL CONDUITS THAT DO NOT TERMINATE AT EQUIPMENT SHALL BE PROVIDED WITH PROTECTIVE BUSHINGS. A 3/32”, 200# STRENGTH POLYETHYLENE PULL LINE SHALLBE INSTALLED IN ALL EMPTY CONDUITS AND TAGGED TO SHOW TERMINAL POINTS AND PURPOSE OF CONDUIT RUN. USE 3/16”, 700# PULL ROPE FOR ALL RACEWAYS1-1/2” TRADE SIZE AND LARGER.
F: 818.557.1335All information shown or described herein is the propertyof Dorado Design & Construction, Inc. and shall not bereused, copied or reproduced in any form without theexpressed written authorization of Dorado Design &Construction, Inc.
CHARGING STATION
12650 IMPERIAL HWYNORWALK, CA
90650
06-30-2021
DA
NIEL SAND
E21869
OVAL
E -1
OVERALL SITE PLAN
202-202 - E-0.DWG
1
AS NOTED
STAFF
STAFF
STAFF
CITY REVIEW SUBMITTAL 12.17.20
BUILDING DEPARMENT SUBMITTAL 01.21.21
EXISTING TRANSFORMER TOREMAIN SEC & SCE SUBS TOTAP AND PROVIDE CONDUITAND CONDUCTORS TO NEWPULL BOX
UTILITY PROVIDESECONDARIES, BYOTHERS. COORDINATESCOPE OF WORK WITHEXISTING CONDITIONS
F: 818.557.1335All information shown or described herein is the propertyof Dorado Design & Construction, Inc. and shall not bereused, copied or reproduced in any form without theexpressed written authorization of Dorado Design &Construction, Inc.
CHARGING STATION
12650 IMPERIAL HWYNORWALK, CA
90650
06-30-2021
DA
NIEL SAND
E21869
OVAL
E -2
CHARGING STATIONLAYOUT AND DETAILS
202-202 - E-0.DWG
1
AS NOTED
STAFF
STAFF
STAFF
CITY REVIEW SUBMITTAL 12.17.20
BUIDLING DEPARTMENT SUBMITTAL 01.21.21
1
3.TYPICAL CHARGESTATION ELEVATION (TYPICAL PER PAIR OF CHARGERS))N.T.S.
2.ELECTRICAL RISER 1" = 30'
EXISTING SWITCH GEAR AND FUSEDDISCONNECT PROVIDED AND INSTALLED BY SCE ANDSCE SUB CONTRACTORS
NOTE:BARRIER POSTS FOR SWITCH GEAR ANDFUSED DISCONNECT PROVIDED ANDINSTALLED BY SCE AND SCE SUB-CONTRACTORS
BARRIER POSTS FOR CHARGING STATIONSPROVIDED AND INSTALLED BY THE CITYOF NORWALKS CONTRACTING FORCES.REFER ARCHITECTURAL DRAWINGS
100AFUSE
UTILITY PROVIDEDSECONDARIES, BYOTHERS. COORDINATESCOPE OF WORK WITHEXISTING CONDITIONS
100AFUSE
CH
ARG
EPO
INT
CH
ARG
EPO
INT
EXISTING SWITCH GEAR
UTILITY POWER, BY OTHERS
APPROXIMATE LOCATION OFSLAB CUT FOR CONDUIT ANDCONDUCTOR ROUTING.
TERMINATION OFCONDUITS BY OTHERS,ELECTRICALCONTRACTOR SHALLEXTEND AS REQUIRED TOCHARGEPOINTLOCATIONS, TYP.
GRADE
CHARGEPOINT EV CHARGERPROVIDED BY OTHERS
EXISTING 2" CONDUITPROVIDED BY OTHERS.
NOTES:
1. CONDUITS SHALL BE IN COMPLIANCE WITH NATIONALAND LOCAL CODE REQUIREMENTS
2. SCREENED WORK INDICATED IN THIS DIAGRAM SHALLBE PROVIDED BY OTHERS.
3. CONTRACTOR SHALL EXTEND EXISTING CONDUITSFORM POINT SHOWN AS INDICATED TO LOCATIONSHOWN ON 1/E-2.
4. ELEVATION IS DIAGRAMATIC IN NATURE,CONTRACTOR SHALL ADJUST FOR OBSERVEDCONDITIONS AS REQUIRED.
5. ALL DARKENED WORK SHALL BE PERFORMED UNDERTHIS PERMIT.
EC SHALL EXTEND EXISTING 2"CONDUIT FROM TERMINATIONPOINT TO CHARGEPOINTLOCATIONS - PROVIDETRACEWIRE FOR UG PVCCONDUIT.
EC SHALL INSTALL 3" AND 3/4"UNDERGROUND DC ANDCOMMUNICATIONS CONDUIT ANDCONDUCTORS AS INDICATED INCHARGEPOINT INSTALLATIONDOCUMENT, SHEET E-4 - PROVIDETRACEWIRE FOR UG PVC CONDUIT.
F: 818.557.1335All information shown or described herein is the propertyof Dorado Design & Construction, Inc. and shall not bereused, copied or reproduced in any form without theexpressed written authorization of Dorado Design &Construction, Inc.
F: 818.557.1335All information shown or described herein is the propertyof Dorado Design & Construction, Inc. and shall not bereused, copied or reproduced in any form without theexpressed written authorization of Dorado Design &Construction, Inc.
