HomeMy WebLinkAbout12389 Lower Azusa Rd - 2024 - EV Chargers333.21' FS
333.22' FS
333.22' FS
333.24' TC333.23' FS
333.40' TC333.01' FS
333.72' TC333.21' FS
333.69' TC333.18' CE
334.12' BW
333.75' BW
331.57' FS
332.22' FS
332.83' FS
332.46' FS
332.82' FS
333.30' BW 333.31' BW
334.03' BW
334.12' BW
333.98' CE
334.14' CE
333.26' FS
332.92' FS
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333.80' TC333.33' BW
333.79' TC333.32' BW
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PROJECT DIRECTORY
UNDERGROUND SERVICE ALERT
APPLICABLE CODES
ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES:
2020 NATIONAL ELECTRICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA GREEN BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
SCOPE OF WORK
EROSION CONTROL NOTES:
-EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHALL BE IMPLEMENTED AND
MAINTAINED TO MINIMIZE AND/OR PREVENT THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE.
-APPROPRIATE BMPS FOR CONSTRUCTION RELATED MATERIALS, WASTES, SPILLS, PR RESIDUES SHALL BE
IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES,
OR ADJOINING PROPERTIES BY WIND OR RUNOFF.
UNDERGROUND SERVICE ALERT
UTILITY NOTIFICATION CENTER OF CALIFORNIA
811 OR (800) 422-4133
3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS,
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
SHEET INDEX
SOUTHERN CALIFORNIA EDISON CHARGE READY PROGRAM
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
-INSTALL ONE (1) NEW 200A, 480/277V, 3PH, 4W METER MAIN SWITCHBOARD "EV-MSB" WITH NEW FOUNDATION
-INSTALL ONE (1) NEW 400A, 120/208V, 3PH, 4W DISTRIBUTION PANEL "EV - L1" WITH FOUNDATION
-INSTALL ONE (1) NEW 3 PHASE 112.5KVA STEP-DOWN TRANSFORMER 480V-208Y/120V WITH NEW FOUNDATION
-INSTALL SEVEN (7) NEW TEMPORARY DUAL TERMINAL BLOCKS WITH FOUNDATIONS FOR FUTURE L2 EV
CHARGER.
-INSTALL THREE (3) NEW TEMPORARY SINGLE TERMINAL BLOCKS WITH FOUNDATIONS FOR FUTURE L2 EV
CHARGER.
ADDRESS:
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
PROPERTY OWNER:
ALC BUILDING 3 LLCC/O JOHN EDWARDS
PO BOX 7368
LA VERNE, CA 91750 ENGINEER OF RECORD:
BRYTEMOVE ENERGY
RAOUL WOOD, P.E.
(909) 477-1474
RAOUL.WOOD@VERIZON.NET
SITE DEVELOPER:
SALVADOR OLIVAS
TRANSPORTATION ELECTRIFICATION PROJECT MANAGEMENT
SOUTHERN CALIFORNIA EDISION (SCE)
3 INNOVATION WAY
POMONA, CA. 91763
SALVADOR.OLIVAS@SCE.COM
(909)930-8512
PROPERTY DESCRIPTION
APN:8541017037
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
G-0
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:32amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
TITLE PAGE
PROJECT COORDINATOR:
BRYTEMOVE ENERGY
VICTOR CALDERON
ENGINEERING PROJECT MANAGER
(714) 904-6829
VCALDERON@BRYTEMOVE.COM
AREA OF WORK
VICINITY MAP
SITE MAP
SITE LOCATION
POWER COMPANY:
SOUTHERN CALIFORNIA EDISON (SCE)
SHEET #TITLE
G-0 TITLE PAGE
G-0.1 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS
G-0.2 NOTES #2
G-0.3 NOTES #3
G-0.4 NOTES #4
T-1 TOPOGRAPHIC SURVEY DONE BY OTHERS
E-1 PLOT PLAN
E-1.1 SITE PLAN
E-2 DEMOLITION PLAN
E-3 LAYOUT DETAIL
E-3.1 ELEVATIONS & DETAILS
E-3.2 ELEVATIONS & DETAILS
E-4 ACCESSIBILITY
E-5 ELECTRICAL SINGLE LINE DIAGRAM, PANEL SCHEDULE, CONDUIT & WIRE SCHEDULE
E-5.1 TRENCH RUN & DETAIL
E-6 SPECIFICATION SHEETS
S-1 STRUCTURAL GENERAL NOTES
S-2 CONCRETE PAD DESIGN
STRUCTURAL ENGINEER:
LADERA ENGINEERING GROUP
LUIS MENDOZA
71 KYLE COURT
LADERA RANCH, CA 92694
ENGINEERING@LADERAEG.COM
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
G-0.1
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:33amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
GENERAL NOTES, SYMBOLS,
& ABBREVIATION
ABBREVIATIONS SYMBOLS LIST
A, AMPS AMPERES
A/C AIR CONDITIONER
AC ALTERNATE CURRENT
AF AMPERE FRAME
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AIC AMPERE INTERRUPTION CURRENT
AL ALUMINUM
ARCH ARCHITECT/ARCHITECTURAL
AS AMPERE SWITCH
AT AMPERE TRIP
ATS AUTOMATIC TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE
BC BARE COPPER
BKBD BACKBOARD
BKR BREAKER
C CONDUIT
CB CIRCUIT BREAKER
CAT CATALOG
CFSD COMBINATION FIRE SMOKE DAMPER
CKT CIRCUIT
C.O.CONDUIT ONLY
CU COPPER
DETL DETAIL
DISC DISCONNECT (SWITCH)
DIST DISTRIBUTION
DP DISTRIBUTION PANEL
DWG DRAWING
EC ELECTRICAL CONTRACTOR
EGC EQUIPMENT GROUND CONDUCTOR (GREEN)
EM EMERGENCY
EMS ENERGY MANAGEMENT SYSTEM
EMT ELECTRICAL METALLIC TUBING
EPO EMERGENCY POWER OFF
(E)EXISTING
EVCS ELECTRIC VEHICLE CHARGING STATION
EVSE ELECTRIC VEHICLE SERVICE EQUIPMENT
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FLA FULL LOAD AMPERES
FTV FIELD TO VERIFY
(F)FUTURE
G, GND GROUND
GC GENERAL CONTRACTOR
GEC GROUNDING ELECTRODE CONDUCTOR
GEN GENERATOR
GFI GROUND FAULT INTERRUPTER
HP HORSEPOWER
HZ HERTZ
IBC INTERNATIONAL BUILDING CODE
IG ISOLATED GROUND
ISC INTERRUPTING SHORT CIRCUIT
JB JUNCTION BOX
KCMIL THOUSAND CIRCULAR MILLS
KV KILOVOLTS
KVA KILOVOLT AMPERES
KW KILOWATTS
KWH KILOWATT HOURS
LCL LONG CONTINUOUS LOAD
LF LINEAR FEET
LCP LIGHT CONTROL PANEL
LTG LIGHTING
LTS LIGHTS
MAX MAXIMUM
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MIN MINIMUM
MLO MAIN LOG ONLY
MOCP MAX OVERCURRENT PROTECTION
MTD MOUNTED
MSB MAIN SWITCHBOARD
MSG MAIN SWITCHGEAR
N NEUTRAL
NEC NATIONAL ELECTRICAL CODE
NL NIGHT LIGHT
NTS NOT TO SCALE
(N)NEW
OCPD OVERCURRENT PROTECTION DEVICE
OH OVERHEAD
P POLE
PH PHASE
PDU POWER DISTRIBUTION UNIT
PNL PANEL OR PANELBOARD
PVC POLYVINYL CHLORIDE
(R)REMOVE
REC, RECEPT RECEPTACLE
(RL)RELOCATED
SPECS SPECIFICATIONS
SW SWITCH
SWBD SWITCHBOARD
THHN THERMOPLASTIC HIGH HEAT RESISTANT NYLON COATED
THWN THERMOPLASTIC HEAT AND WATER RESISTANT NYLON COATED
TYP TYPICAL
UG UNDERGROUND
UGPS UNDERGROUND PULL SECTION
U.O.N.UNLESS OTHERWISE NOTED
V VOLT
VA VOLT AMPERES
VL VERIFY LOCATION
W WATTS
WP WEATHERPROOF
XFMR TRANSFORMER
MOUNTED AT +18" A.F.F. - U.O.N.
MOUNTED AT +18" A.F.F. - U.O.N.
MOUNTED AT +18" A.F.F. - U.O.N.
MOUNTED AT +18" A.F.F. - U.O.N.
MOUNTED AT +18" A.F.F. - U.O.N.
MOUNTED AT +18" A.F.F. - U.O.N.
SUPPLIER PRIOR TO PLACING ORDER.
CEILING/BELOW TILE PER A.T.F.
AT +18" A.F.F. - U.O.N.
AS INDICATED.
AS INDICATED.
STANDARD 20A, 120V-1Ø GROUNDING TYPE FOUR-PLEX RECEPTACLE MOUNTED
DISCONNECT SWITCH. AMPS - VOLTS & POLES AND FUSED OR NON-FUSED
MANUAL MOTOR STARTER SWITCH. RATED @ 1H.P. MIN-120V - 1Ø - U.O.N.
COMBINATION STARTER DISCONNECT SWITCH. AMPS - VOLTS & POLES
"F" DENOTES FLUSH AND "S" DENOTES SURFACE
WITHIN FLUSH OR SURFACE FLOOR OUTLET BOX.
STANDARD 20A, 120V-1Ø GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED ABOVE
STANDARD 20A, 120V-1Ø GROUNDING TYPE DUPLEX RECEPTACLE WALL
SPECIAL 30A RECEPTACLE MOUNTED AT +18" A.F.F. -U.O.N.. VOLTS & PHASE
AS INDICATED ON PLANS. VERIFY NEMA CONFIGURATION WITH INSTALLED EQUIPMENT
PHASE AS INDICATED ON PLANS. VERIFY NEMA CONFIGURATION WITH RELOCATED
STANDARD 20A, 120V-1Ø GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED
SPECIAL RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N.. AMPS - VOLTS &
STANDARD 20A, 120V-1Ø GROUNDING TYPE SIMPLEX RECEPTACLE, WALL MOUNTED
STANDARD 20A, 120V-1Ø GROUNDING TYPE ONE HALF SWITCHED DUPLEX RECEPTACLE
STANDARD 20A, 120V-1Ø GROUNDING TYPE DEDICATED DUPLEX RECEPTACLE WALL
STANDARD 20A, 120V-1Ø GROUNDING TYPE GFCI FOUR-PLEX RECEPTACLE WALL
STANDARD 20A, 120V-1Ø GROUNDING TYPE GFCI DUPLEX RECEPTACLE WALL
STANDARD 20A, 120V-1Ø GROUNDING TYPE FOUR-PLEX RECEPTACLE WALL
OR NEW INSTALLED EQUIPMENT SUPPLIER PRIOR TO PLACING ORDER.
"F" DENOTES FLUSH AND "S" DENOTES SURFACE
WITHIN FLUSH OR SURFACE FLOOR OUTLET BOX.
TRANSFORMER (SEE SINGLE LINE DIAGRAM)
FUSED SWITCH (SEE SINGLE LINE DIAGRAM)
AS INDICATED ON PLAN
ON PANELBOARD SCHEDULE.
T
JUNCTION BOX, WALL MOUNTED AT +18" A.F.F. FOR FLEXIBLE CONNECTION TO PRE-
WIRED FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS AND LOCATIONS WITH
AND/OR CONDUCTORS PASSING THRU ACCORDING TO NEC 2005 TABLE 314-16(a)(b).
JUNCTION BOX. SIZED BY THIS CONTRACTOR PER ACTUAL NUMBER OF CONDUITS
BRANCH CIRCUIT PANELBOARD. FLUSH OR SURFACE MOUNTED AS INDICATED
ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS WITH INSTALLED
MOTOR OUTLET. H.P. OR F.L.A. - VOLTS & PHASE AS INDICATED. VERIFY
MULTI-OUTLET SURFACE RACEWAY ASSEMBLY, TYPE OF OUTLET
THERMOSTAT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR.
ASSOCIATED HVAC UNIT OR ACCESSIBLE CEILING SPACE.
PROVIDE J-BOX BETWEEN +36" to +48" A.F.F. - U.O.N.. PROVIDE 1/2" C.O. TO
SERVICE ENTRANCE OR DISTRIBUTION EQUIPMENT AS SPECIFIED.
EQUIPMENT MANUFACTURER PRIOR TO ANY ROUGH-IN WORK.
FURNITURE MANUFACTURER PRIOR TO ROUGH-IN.
PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION.
CIRCUIT BREAKER (SEE SINGLE LINE DIAGRAM)
MS
+18" A.F.F. - U.O.N.
20A, 120V-1Ø ISOLATED GROUND DUPLEX RECEPTACLE WALL MOUNTED AT
J
1.PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL SECURE ALL NECESSARY
PERMITS FROM THE AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL
COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS
REQUIRED FOR A COMPLETE AND OPERATING INSTALLATION. PROVIDE ALL LABOR AND
MATERIALS FOR A COMPLETE INSTALLATION. WORK SHALL BE EXECUTED BY EXPERIENCED
ELECTRICIANS WHO ARE LICENSED IN THE JURISDICTION WHERE THE PROJECT IS LOCATED.
2.PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND
OPERATING SYSTEM
3.ALL EQUIPMENT SHALL BE NEW, “UL” LISTED, AND LABELED.
4.THE LOCATION OF UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON
AVAILABLE DOCUMENTATION PROVIDED. IT SHALL BE THE CONTRACTOR'S FULL
RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES AND TO PERFORM UTILITY
LOCATING SERVICES TO LOCATE THEIR FACILITIES A MINIMUM OF 48 HOURS PRIOR TO
STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY THEIR WORK
FORCE.
5.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 AROUND OR NEAR
UTILITIES. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.
THIS SHALL INCLUDE BUT NOT BE LIMITED TO FALL PROTECTION, CONFINED SPACE,
ELECTRICAL SAFETY, AND TRENCHING & EXCAVATION.
6.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.
7.ALL DIMENSIONS, GRADES, AND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE
BASED ON AVAILABLE DOCUMENTATION PROVIDED. THE CONTRACTOR SHALL FIELD VERIFY
ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY
PROJECT MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION FOR NECESSARY CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
8.THE CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL
CONDITIONS AFFECTING THE PROPOSED WORK. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD DOCUMENTS,
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.
9.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS, AND CITY ORDINANCES. THE 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 THEIR WORK.
10.ALL WORK CARRIED OUT SHALL COMPLY WITH APPLICABLE NATIONAL, MUNICIPAL AND
LOCAL JURISDICTIONAL CODES, ORDINANCES AND REGULATIONS.UNLESS NOTED
OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT.
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS
INDICATION ON THE DRAWINGS.
11.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC
REPRESENTATION ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH
SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT SHALL MAINTAIN
THE MINIMUM REQUIRED CODE AND MANUFACTURER CLEARANCES. 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.
12.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.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT
AREAS AND ANY 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.
14.THE CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH
OTHER DISCIPLINES.
15.CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT
EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST
ACCEPTED PRACTICE.
16.THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE OWNER/CONSTRUCTION
MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK.
17.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.
18.ONLY ITEMS SPECIFICALLY CALLED OUT TO BE REMOVED OR DEMOLISHED SHALL BE
AFFECTED. ANY ITEMS INCLUDING, BUT NOT LIMITED TO, CURBS, PAVEMENT, UTILITY
ITEMS, LANDSCAPING, ETC. SHALL REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ANY AFFECTED
ITEMS AT OWNERS DISCRETION.
19.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING
CONSTRUCTION AND PROVIDE EROSION AND SEDIMENT CONTROL MEASURES DURING
CONSTRUCTION IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.
PROVIDE ALL REQUIRED SILT FENCING, CONSTRUCTION FENCING, STRAW BALES, STORM
DRAIN CATCH BASIN INSERTS (SOCKS), ENTRANCE ROCKING, AND ANY OTHER REQUIRED
ELEMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND/OR CLEARING THE SITE.
20.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.
21.THE CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND
CONTRACTORS TO THE SITE AND/OR BUILDING.
22.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION
OF CONSTRUCTION UNTIL JOB COMPLETION.
23.THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF
APPROVED PLANS WITH ALL REVISIONS, ADDENDA, MANUFACTURERS EQUIPMENT
INSTALLATION INSTRUCTIONS AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.
24.THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT
LESS THAN 2-A OT 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.
25.ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
26.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP
DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE OWNER AT
COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT.
27.THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE OWNER
UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
28.THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
29.THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY
BASIS.
30.SOUNDS ORIGINATING FROM THE CONSTRUCTION SITE, INCLUDING BUT NOT LIMITED TO
SOUND FROM CONSTRUCTION EQUIPMENT, POWER TOOLS AND HAMMERING, ARE
PROHIBITED BETWEEN THE HOURS OF 10:00 P.M. TO 7:00 A.M. ON WEEKDAYS AND 10:00
P.M. TO 9:00 A.M. ON WEEKENDS.
31.PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN
ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES.
32.PROVIDE RIVETED ON ENGRAVED PLASTIC NAMEPLATES (RED WITH WHITE LETTERS) FOR
ALL MAJOR ELECTRICAL EQUIPMENT.
33.ALL DEVICES MOUNTED BACK TO BACK ON THE FIRE RATED WALL SHALL BE MOUNTED
WITH 24" MINIMUM HORIZONTAL OFFSET.
J
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
G-0.2
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:33amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
NOTES #2
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.
1.1 REFERENCES:
A.(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR HIGHWAY CONSTRUCTION-CURRENT EDITION).
B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).
C.OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).
1.2 INSPECTION AND TESTING:
A.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS
SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB. THIS WORK TO
BE COORDINATED BY THE CONTRACTOR.
B.ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL
CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE
WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE
WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS
PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS
OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT.
1.3 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 72-HOUR NOTICE TO THE CONSTRUCTION MANAGER
AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY
UTILITY SERVICE.
PART 2 - PRODUCTS
2.1 GRANULAR BACKFILL: SHALL MEET THE FOLLOWING GRADATION:
2.2 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING
THE GRADATION
REQUIREMENTS OF ASTM D2487 (SE OR SW-SM).
2.3 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTICS SILTS AND
CLAYS (LL>45). MATERIAL
CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS
MATERIAL, VEGETATIVE MATTER,
WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS
DETERMINED BY THE
CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY
ASTM AS PT, MH, CH, OH, ML,
AND OL.
PART 3 - EXECUTION
3.1 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.
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.
F.EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL
DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION
WORK COMPLETELY WITH SUITABLE FILL.
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.
K.THE BASE OF ALL FOUNDATION EXCAVATIONS SHOULD BE FREE OF
WATER AND LOOSE SOIL PRIOR TO PLACING CONCRETE. CONCRETE
SHOULD BE PLACED AS SOON AS POSSIBLE AFTER EXCAVATING TO
MINIMIZE BEARING SOIL DISTURBANCE. SHOULD THE SOILS AT BEARING
LEVEL BECOME EXCESSIVELY DRY, SATURATED, DISTURBED OR
OTHERWISE ALTERED, THE AFFECTED SOIL SHOULD BE REMOVED PRIOR
TO PLACING CONCRETE.
3.2 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.BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL
OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM
HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS
AND COMPACTED. 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 THE DENSITY TESTING INDICATES THAT THE CONTRACTOR
HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER
SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE
MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER.
THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS
NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR
INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM
COMPACTION REQUIREMENTS.
F.THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95
PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE
STANDARD PROCTOR TEST, ASTM D 698.
3.3 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.
3.4 TRENCH BACKFILL:
A.PROVIDE GRANULAR BEDDING MATERIAL 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 BUT NO LESS THAN A MINIMUM OF 95 PERCENT
OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD
PROCTOR TEST, ASTM D 698.
3.5 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.
D.CONTRACTOR TO GRADE SITE TO DRAIN AND NOT POND WATER.
3.6 ASPHALT PAVING:
A.CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING
SEALCOATING PER LOCAL DOT SPECIFICATIONS, UNLESS OTHERWISE
SPECIFIED.
SIEVE SIZE TOTAL PERCENT PASSING
1 1/2 INCH (37.5 MM)100
1 INCH (25.0 MM)75 TO 100
3/4 INCH (19.00 MM)80 TO 100
3/8 INCH (9.5 MM)35 TO 75
NO. 4 (4.75 MM)35 TO 60
NO. 30 (0.600 MM)7 TO 30
NO. 200 (0.75 MM)3 TO 15
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
G-0.3
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:33amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
NOTES #3
6. PROVIDE NONMETALLIC CONDUIT AND TUBING MANUFACTURED BY ONE OF THE
FOLLOWING: ANAMET INCORPORATED, ANACONDA METAL HOSE; CANTEX INDUSTRIES,
HARSCO CORPORATION; CONDUX INTERNATIONAL, ELECTRICAL PRODUCTS; HUBBELL
INCORPORATED,RACO, INCORPORATED; THOMAS & BETTS CORPORATION, CARLON
ELECTRICAL PRODUCTS; OR O-Z/GEDNEY, UNIT OF GENERAL SIGNAL.
7. PROVIDE CONDUIT BODIES AND FITTINGS MANUFACTURED BY ONE OF THE
FOLLOWING:CROUSE-HINDS, DIVISION OF COOPER INDUSTRIES; EMERSON ELECTRIC
COMPANY, APPLETON ELECTRIC COMPANY; HUBBELL INCORPORATED, KILLARK ELECTRIC
MANUFACTURING COMPANY;THOMAS & BETTS CORPORATION, CARLON ELECTRICAL
PRODUCTS; OR O-Z/GEDNEY, UNIT OF GENERAL SIGNAL.
8. PROVIDE METAL WIREWAYS MANUFACTURED BY ONE OF THE FOLLOWING: HOFFMAN
ENGINEERING COMPANY; KEYSTONE/REES, INCORPORATED; OR SQUARED D COMPANY.
9. PROVIDE BOXES, ENCLOSURES, AND CABINETS MANUFACTURED BY ONE OF THE
FOLLOWING:CROUSE-HINDS, DIVISION OF COOPER INDUSTRIES; HOFFMAN ENGINEERING
COMPANY, FEDERAL-HOFFMAN INCORPORATED; HUBBELL INCORPORATED, RACO
INCORPORATED; THOMAS & BETTS, CARLON ELECTRICAL PRODUCTS; O-Z/GEDNEY, UNIT
OF GENERAL SIGNAL; ROBROY INDUSTRIES INCORPORATED, ELECTRICAL DIVISION; OR
SCOTT FETZER COMPANY, ADALET-PLM.
10. EXPOSED CONDUITS SHALL BE RGS BELOW 10 FEET AND CAN BE EMT ABOVE 10 FEET.
THREADED COUPLINGS ON RGS AND STEEL, COMPRESSION ON EMT.
C. OUTLET, PULL, AND JUNCTION BOXES
1. EACH SWITCH, LIGHT. RECEPTACLE OR OTHER OUTLET SHALL BE PROVIDED WITH A
CODE GAUGE, GALVANIZED STEEL OUTLET BOX. JUNCTION AND PULL BOXES SHALL BE
CODE GAUGE, GALVANIZED STEEL. OUTLET BOXES SHALL BE OF THE ONE PIECE,
KNOCKOUT TYPE, IN GENERAL 4" SQUARE WITH PLASTER RING. PLASTER RINGS SHALL
BE SET TO PROVIDE NOT MORE THAN 1/8" FROM WALL SURFACE TO RING. IN NO CASE
SHALL PLASTER RING PROJECT BEYOND SURFACE OF WALL. SINGLE GANG RINGS
SIMILAR TO STEEL CITY 52050 SHALL BE USED FOR 4" BOXES IN UNFINISHED BRICK
NUMBER 180 BOXES MAY BE USED FOR UNFINISHED MASONRY FLUSH WALL OUTLETS.
CENTER ALL OUTLET BOXES IN BLOCK COURSE.
2. BOXES INSTALLED IN POURED CEMENT FLOORS SHALL BE FLUSH TYPE CAST IRON OR
STEEL WITH WATERTIGHT GASKETED COVERS. WHERE BOXES ARE INSTALLED IN
FLOORS WITH TILE OR CARPET FLOOR COVERING, COVERS SHALL BE OF THE RECESSED
TYPE TO ACCOMMODATE THE FLOOR COVERING.
3. ALL JUNCTION BOXES TO BE CAST METAL TYPE FD OR TYPE FS ONLY.
D. SWITCHBOARDS
1. PROVIDE SWITCHBOARDS MANUFACTURED IN ACCORDANCE WITH ARTICLE 408 OF THE
LATEST NATIONAL ELECTRICAL CODE AND APPLICABLE PORTIONS OF THE NEMA PB2, UL
891 AND NFPA 70, THE NATIONAL ELECTRICAL CODE.
2. CONSTRUCTION: INTEGRATED SWITCHBOARD SHALL BE OF THE MODULAR TYPE
CONSTRUCTION, CONSTRUCTED IN ACCORDANCE WITH THE LATEST NEMA PB-2 AND UL
891STANDARDS, WITH THE REQUIRED NUMBER OF VERTICAL SECTIONS BOLTED
TOGETHER TO FORM ONE METAL ENCLOSED RIGID INTEGRATED SWITCHBOARD. THE
SIDES, TOP AND REAR SHALL BE COVERED WITH REMOVABLE SCREW-ON CODE GAUGE
STEEL PLATES. INTEGRATED SWITCHBOARD SHALL INCLUDE ALL PROTECTIVE DEVICES
AND EQUIPMENT AS LISTED ON DRAWINGS WITH NECESSARY INTERCONNECTIONS,
INSTRUMENTATION AND CONTROL WIRING. ALL GROUPS OF CONTROL WIRES LEAVING
THE INTEGRATED SWITCHBOARD SHALL BE PROVIDED WITH TERMINAL BLOCKS WITH
SUITABLE NUMBERING STRIPS. SERVICE ENTRANCE INTEGRATED SWITCHBOARD SHALL
BE SUITABLE ONLY FOR USE AS SERVICE EQUIPMENT AND BE LABELED IN ACCORDANCE
WITH UL REQUIREMENTS. SYSTEM VOLTAGE, AMPERAGE AND INTERRUPTING CAPACITY
SHALL BE AS INDICATED ON THE DRAWINGS. ENCLOSURE CONSTRUCTION SHALL BE AS
NOTED ON PLANS.
3. BUS: THE BUS SHALL BE OF SUFFICIENT SIZE TO LIMIT THE TEMPERATURE RISE TO 65
DEGREE C, BASED ON UL TESTS (1000A/SQ-IN FOR COPPER) AND SHALL BE FULLY RATED
THE ENTIRE LENGTH OF THE INTEGRATED SWITCHBOARD. THE BUS SHALL BE BRACED
AND SUPPORTED TO WITHSTAND MECHANICAL FORCES EXERTED DURING A SHORT
CIRCUIT FROM A POWER SOURCE HAVING THE AVAILABLE SHORT CIRCUIT CURRENT AS
INDICATED ON THE DRAWINGS. PROVIDE A FULL CAPACITY NEUTRAL WHERE A NEUTRAL
IS INDICATED ON THE DRAWINGS. THE THROUGH BUS ON THE END SECTION SHALL BE
EXTENDED AND PRE-DRILLED TO ALLOW THE ADDITION OF FUTURE SECTIONS. GROUND
BUS AND GROUNDING CONDUCTOR LUG SHALL BE FURNISHED. GROUND BUS SHALL
EXTEND THE ENTIRE LENGTH OF THE SWITCHBOARD AND SHALL BE FIRMLY SECURED TO
EACH VERTICAL SECTION. BUS MATERIAL SHALL BE SILVER-PLATED COPPER.
4. INCOMING UNDERGROUND SERVICE: TO ISOLATE INCOMING UNDERGROUND SERVICE
CONDUCTORS, AN UNDERGROUND CABLE PULL OR AUXILIARY SECTION SHALL BE USED
WHEN SHOWN ON THE DRAWINGS. THIS SECTION SHALL BE OF THE BUSSED TYPE AND
SHALL BE SEALABLE PER LOCAL UTILITY REQUIREMENTS, WHEN REQUIRED.
5.SERVICE SECTION: THE SERVICE SECTION SHALL BE DESIGNED FOR THE SYSTEM
PARAMETERS INDICATED AND SHALL HAVE A METERING COMPARTMENT PER UTILITY
REQUIREMENTS] AS INDICATED AND SHALL HAVE A MAIN PROTECTIVE DEVICE INDICATED.
6. UTILITY METERING: THE UTILITY METERING SECTION SHALL BE BUILT IN ACCORDANCE
WITH REQUIREMENTS AND CODES OF THE LOCAL UTILITY.]
7. DISTRIBUTION SECTIONS: PANEL-MOUNTED, FRONT ACCESSIBLE INDIVIDUAL SECTIONS
SHALL BE FRONT ACCESSIBLE, NOT LESS THAN 20” DEEP AND THE REAR OF ALL
SECTIONS SHALL ALIGN. INCOMING LINE TERMINATION, MAIN DEVICE CONNECTION AND
ALL BOLTS USED TO JOIN CURRENT-CARRYING PARTS SHALL BE INSTALLED SO AS TO
PERMIT SERVICING FROM THE FRONT ONLY SO THAT NO REAR ACCESS IS REQUIRED.
THE BRANCH DEVICES SHALL BE FRONT REMOVABLE, AND PANEL MOUNTED WITH LINE
AND LOAD SIDE CONNECTIONS FRONT ACCESSIBLE. THE INTERIOR SHALL BE CAPABLE
OF ACCEPTING PANEL MOUNTED MOLDED CASE CIRCUIT BREAKERS OR FUSIBLE
SWITCHES UP TO 1200 AMP RATING. CONSTRUCTION SHALL BE SIEMENS SB TYPE, OR
APPROVED EQUAL.
8. FINISH: THE COMPLETE SWITCHBOARD SHALL BE PHOSPHATIZED AND FINISHED WITH
ANSI 61 LIGHT GRAY POLYESTER POWDER PAINT.
9. MARKINGS: EACH SWITCHBOARD SECTION SHALL HAVE A LABEL PERMANENTLY
AFFIXED TO IT, LISTING THE FOLLOWING INFORMATION: NAME OF MANUFACTURER,
SYSTEM VOLTAGE, AMPACITY, TYPE, MANUFACTURER'S SHOP ORDER NUMBER AND DATE.
EACH SECTION OF SWITCHBOARD SHALL BEAR A UL LISTING MARK, WHERE QUALIFIED
AND A SHORT CIRCUIT RATING LABEL.FRONT, SIDE, REAR AND TOP OF EACH
SWITCHBOARD SECTION WILL HAVE A DANGER LABEL IN ACCORDANCE WITH NEMA
STANDARD PB-2.
E. PANEL BOARDS
1. PROVIDE PANELBOARDS MANUFACTURED IN ACCORDANCE WITH ARTICLE 408 OF THE
LATEST NATIONAL ELECTRICAL CODE AND APPLICABLE PORTIONS OF THE NEMA PB1,
UL50, UL 67 AND NFPA 70, THE NATIONAL ELECTRICAL CODE.
2. PANELBOARDS SHALL BE ENCLOSED DEAD FRONT SAFETY TYPE WITH FEATURES AND
RATINGS AS SCHEDULED ON DRAWINGS. ALL BUS BARS SHALL BE RECTANGULAR SOLID
COPPER. A 'PROVISION' CIRCUIT DESCRIPTION WHERE SHOWN IN PANEL SCHEDULES,
DESIGNATES SPACE FOR FUTURE PROTECTIVE DEVICES AND SHALL INCLUDE BUS AND
SUPPORT. PANELS KNOWN AS "LOAD CENTERS" ARE UNACCEPTABLE.
3. MOLDED CASE CIRCUIT BREAKERS SHALL BE AS SCHEDULED ON THE DRAWINGS AND
SPECIFIED IN THIS DIVISION. ALL BREAKERS SHALL BE BOLT ON TYPE.
4. ALL BOLTED CONNECTIONS SHALL BE TORQUED IN ACCORDANCE WITH
MANUFACTURERS STANDARDS. RETORQUE ALL CONNECTIONS ONE MONTH AFTER
INITIAL TORQUE.
5. INSTALL CABINETS SO THAT CENTER OF THE TOP BREAKER DOES NOT EXCEED 6'-6"
ABOVE THE FINISHED FLOOR.
6. ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS AS NEAR AS POSSIBLE TO
CIRCUIT NUMBERS ON THE DRAWINGS. AT COMPLETION OF JOB, ELECTRICAL
CONTRACTOR SHALL TAKE CURRENT READING CHECKS OF RESPECTIVE PHASES. A
MINIMUM OF CIRCUIT CONNECTIONS SHALL BE REARRANGED TO BALANCE, AS CLOSELY
AS POSSIBLE, THE LOAD IN THE PANEL. ENTRIES ON DIRECTORY CARDS SHALL BE
TYPED, COMPLETE AND ACCURATE.
7. MANUFACTURER SHALL BE SQUARE D, SIEMENS, OR EATON CUTLER-HAMMER.
F. METERED COMMERCIAL PEDESTAL
ACCEPTABLE MANUFACTURER: MILBANK OR APPROVED EQUAL AMPACITY: AS NOTED ON
PLANS VOLTAGE: AS NOTED ON PLANS SCCR RTATING: AS NOTED ON PLANS
1. THE PEDESTAL SHALL BE OF TYPE 3R RAINPROOF CONSTRUCTION AND SHALL BE UL
LISTED. EXTERNAL CONSTRUCTION SHALL COMPLY WITH UL50 REQUIREMENTS AND
SHALL BE OF G90 GALVANIZED STEEL WITH LIGHT GREEN #14672 FEDERAL
SPECIFICATION 595 POLYURETHANE INDUSTRIAL GRADE POWDER PAINT OF 1.7 MIL
MINIMUM THICKNESS (UNLESS OTHERWISE SPECIFIED). ALUMINUM AND STAINLESS STEEL
ARE OTHER FACTORY OPTIONS AVAILABLE. INTERNAL CONSTRUCTION SHALL BE G90
GALVANIZED STEEL AND 1.7 MIL MINIMUM THICKNESS POLYURETHANE INDUSTRIAL
GRADE POWDER COAT PAINTED OR BARE ALUMINUM. NO FASTENERS EXCEPT SEALING
SCREWS SHALL BE REMOVABLE BY EXTERNAL ACCESS. HINGES SHALL BE STAINLESS
STEEL AND OF THE CONTINUOUS PIANO HINGE TYPE.
2. THE PEDESTAL MOUNTING BOLTS SHALL NOT BE EXTERNALLY ACCESSIBLE. THE
PEDESTAL SHALL BE OFFERED WITH AN OPTIONAL BASE DESIGNED TO BE EMBEDDED IN
CONCRETE IN PLACE OF ANCHOR BOLTS. EITHER PEDESTAL MOUNTING BASE OR
ANCHOR BOLT KIT IS REQUIRED FOR INSTALLATION.
3. THE SERVICE PEDESTAL MUST HAVE THREE SEPARATE ISOLATED SECTIONS FOR
METERING EQUIPMENT, UTILITY TERMINATION AND CUSTOMER EQUIPMENT.
4. THE METERING SECTION MUST BE PAD-LOCKABLE AND SEALABLE AND HAVE A HINGED
SWING BACK HOOD WITH AN INTEGRAL HINGED POLYCARBONATE SEALABLE WINDOW
FOR ACCESS TO DEMAND METERS. AN EXTERNAL NAMEPLATE SHALL BE PERMANENTLY
ATTACHED TO THE HOOD. A STAINLESS-STEEL HANDLE SHALL BE PROVIDED ON THE
FRONT EXTERIOR OF THE HOOD. METER SOCKET TYPE SHALL MEET THE REQUIREMENTS
OF THE SERVING UTILITY.
5. THE UTILITY TERMINATION SECTION MUST BE PAD-LOCKABLE AND SEALABLE AND
SHALL HAVE A STAINLESS-STEEL HANDLE PROVIDED ON A LIFT-OFF COVER. SUFFICIENT
CLEARANCE SHALL BE PROVIDED FOR A 4-INCH DIAMETER CONDUIT FOR UTILITY CABLES
ENTRANCE. UTILITY LANDING LUGS SHALL ACCOMMODATE #6 – 350 KCMIL CONDUCTORS.
6. THE CUSTOMER COMPARTMENT DOOR TO BE HINGED ON THE LEFT-HAND SIDE. A
STAINLESS PAD-LOCKABLE HASP PROVIDED TO SECURE CUSTOMER COMPARTMENT. A
DOOR KEEPER PROVIDED TO KEEP THE DOOR IN AN OPEN POSITION. A PRINT POCKET
ON THE INSIDE OF THE DOOR SHALL HOLD ALL WIRING SCHEMATICS, CIRCUIT
DIRECTORIES AND INSTRUCTIONS IN A CLEAR, WEATHERPROOF SLEEVE. REQUIRED
LABELING SHALL BE LOCATED ON THE INSIDE OF THE CUSTOMER DOOR. DISTRIBUTION
AND CONTROL EQUIPMENT SHALL BE BEHIND AN INTERNAL DEAD-FRONT DOOR WITH A
QUARTER-TURN SECURING LATCH AND BE HINGED TO OPEN MORE THAN 90 DEGREES.
THE DEADFRONT DOOR SHALL BE HINGED ON THE SAME SIDE AS THE CUSTOMER
SECTION DOOR. ALL DISTRIBUTION AND CONTROL EQUIPMENT SHALL BE FACTORY WIRED
USING 600 VOLT WIRE SIZED TO UL REQUIREMENTS.
7. THE PROVIDED DOCUMENTATION SHALL LIST CIRCUIT BREAKER COMBINATIONS AND
THOSE TO BE USED FOR DE-RATED OPERATION FOR SERIES RATINGS.
G. TRANSFORMERS
ACCEPTABLE MANUFACTURER: EATON OR APPROVED EQUAL DRY TYPE,
INDOOR/OUTDOOR, CONVECTION-COOLED, TRANSFORMER CHARACTERISTICS AS
FOLLOWS:
1.RATING & VOLTAGES: AS INDICATED ON DRAWINGS
2.IMPEDANCE AT 115C: STANDARD
3.PRIMARY AND SECONDARY COIL MATERIAL: COPPER
4.CORE MATERIAL: HIGH-GRADE, NON-AGING, SILICON ELECTRICAL STEEL
5.ANGULAR DISPLACEMENT: SECONDARY LAGGING PRIMARY BY 30 (IEC: DY1)
6.VOLTAGE TAPS: 2 – 2½% FCAN, 2 – 2½% FCBN, SILVER PLATED. TAPS TO BE
BOLTED-LINK TYPE AND LOCATED AT
FRONT OF COILS FOR ACCESSIBILITY
7.INSULATION CLASS: 220°C
8.TEMPERATURE RISE: 150°C
9.PROVIDE MEANS FOR SECURING ALL CONDUCTORS WITHIN ENCLOSURE.
10.EFFICIENCY: 97.89% MINIMUM PER DOE 2016 EFFECIENCY LEVELS (CFR TITLE 10)
11.ENCLOSURE: MINIMUM NEMA 3R OR 4X TO SUIT ENVIRONMENT.
12.SOUND LEVEL: PER NEMA ST-20 (2014)
13.CONDUCTOR ENTRY: SIDE.
14.PROVIDE ANTI-VIBRATION PADS OR ISOLATORS BETWEEN THE CORE/COIL AND
ENCLOSURE.
15.PROVIDE VIBRATION ISOLATORS FOR ALL TRANSFORMERS.
H. CONDUCTORS AND CABLES
1. WIRING - ALL CONDUCTORS SHALL BE EQUAL TO OR BETTER THAN MINIMUM #12 AWG
FOR POWER, #14 AWG FOR CONTROL WITH 98% CONDUCTIVITY STRANDED COPPER WITH
TYPE (THWN-2) INSULATION, 600V, COLOR CODED. PROVIDE 75 DEGREE RATED
CONDUCTORS FOR AMPACITES ABOVE 100 AMPS AND 60 DEGREE RATED CONDUCTORS
FOR AMPACITIES OF 100 AMPS OR LESS. PROVIDE SOLID OR STRANDED FOR #10 AWG
AND SMALLER, STRANDED FOR #8 AWG AND LARGER U.N.O.
2. WIRE SIZE OF BRANCH CIRCUITS SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE
DROP BASED UPON ACTUAL CONDUIT ROUTING. CONTRACTOR SHALL MAINTAIN VOLTAGE
DROP AS RECOMMENDED BY NEC (NOT TO EXCEED 3%).
3. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT, FEEDER, ETC. NEUTRALS
ARE NOT PERMITTED TO BE
SHARED.
4. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE
INSULATED TWIST-ON CONNECTORS FOR #10 AWG AND SMALLER. USE SOLDERLESS
MECHANICAL TERMINAL LUGS FOR #8 AWG AND LARGER.
5. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE
COMPOUND SUCH AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE
SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACE, INCLUDING GROUND
BARS, SHALL BE TREATED - NO SUBSTITUTIONS.
6. MC CABLE IS NOT PERMITTED.
7. CONDUCTOR COLOR CODES:
·GROUND WIRES: GREEN, GREEN WITH A YELLOW STRIPE, OR BARE COPPER
·NEUTRAL WIRES: WHITE OR GRAY
·SINGLE PHASE LIVE WIRES: BLACK (OR RED FOR A SECOND “HOT” WIRE)
·208 VAC, 3-PHASE: BLACK, RED AND BLUE
·480 VAC, 3-PHASE: BROWN, YELLOW, PURPLE
8. PROVIDE WIRE AND CABLE MANUFACTURED BY ONE OF THE FOLLOWING: AMERICAN
INSULATED WIRE CORPORATION; NEXANS; CERROWIRE; SOUTHWIRE; OR ENCORE WIRE.
9. PROVIDE CONNECTORS MANUFACTURED BY ONE OF THE FOLLOWING: AMP
INCORPORATED; GENERAL SIGNAL, O-Z/GEDNEY UNIT; SQUARE D COMPANY, ANDERSON;
ILSCO; OR BURNDY.
ALUMINUM CONDUCTOR REQUIREMENTS
1. ALUMINUM CONDUCTOR GRADE SHALL BE MINIMUM AA-8000 OR NEWEST
ALUMINUM CONDUCTOR SPECIFICATION BEING USED BY THE INDUSTRY.
2. THE CONTRACTOR SHALL ABIDE BY ALL ARTICLES RELATED TO ALUMINUM
CONDUCTORS IN THE LATEST ISSUE OF THE NEC.
3. ALUMINUM CONDUCTORS SHALL ONLY BE TERMINATED USING ALUMINUM
RATED CONNECTIONS. CONTRACTOR SHALL VERIFY TERMINATIONS ON EACH
DEVICE OR EQUIPMENT BEFORE START OF WORK FOR RATED ALUMINUM
CONNECTORS.
4. THE CONTRACTOR SHALL ABIDE BY ALL ALUMINUM WIRING INSTALLATION
STANDARDS AS REQUIRED BY THE NEIS (NATIONAL ELECTRICAL INSTALLATION
STANDARDS) PUBLISHED BY THE NECA (NATIONAL ELECTRICAL CONTRACTORS
ASSOCIATION). THE CONTRACTOR SHALL ABIDE BY ALL STANDARDS IN THE
NECA/AA-2006, WHICH DEFINES MINIMUM STANDARDS OF QUALITY AND
WORKMANSHIP. A SUMMARY OF SOME OF THE REQUIREMENTS FOLLOW:
A.TERMINATE WITH COMPRESSION CONNECTORS, NO RING CUTS OF THE
INSULATION, CRIMP ONLY WITH A CRIMP TOOL AND THE CORRECT DIE AS
REQUIRED BY THE MANUFACTURER.
B.ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING
INSTALLATION.
C.TERMINATING WITH SET SCREW CONNECTOR, THE SCREW SHALL BE
TIGHTENED USING ONLY A TORQUE WRENCH.
D.NECA/AA RECOMMENDS BELLVILLE WASHERS WHEN CONNECTING
ALUMINUM CONDUCTORS TO COPPER BUS BARS. ABIDE BY ALL NECA/AA
RECOMMENDATIONS.
E.DO NOT USE PIN CONNECTORS (WIRE ADAPTERS) UNLESS ABSOLUTELY
NECESSARY. USE ALL / ANY OTHER OPTIONS, AND IF REQUIRED, PROVE TO
ENGINEER BEFORE INSTALLING. IF USED, FOLLOW UL GUIDE FOR WIRE
CONNECTORS (ZMOW), AND PROVIDE THE SPECIAL TOOLS REQUIRED BY THE
MANUFACTURER. DIE-LESS CRIMPERS WILL NOT BE ACCEPTED..
I.WIRING DEVICES
1.WALL SWITCHES SHALL BE SPECIFICATION GRADE AC SILENT TYPE SWITCHES, 20A,
120/277 VOLT.
2.RECEPTACLES SHALL BE SPECIFICATION GRADE, DUPLEX TYPE, NEMA 5-20R, 20
AMPERE, 120 VOLT GROUNDED TYPE. SPECIAL APPLICATION RECEPTACLES SHALL BE
INDICATED ON PLANS. MOUNT WITH THE GROUND DOWN.
3.DEVICE PLATES SHALL BE EQUAL TO SIERRA SMOOTH-LINE PLASTIC WALL PLATES.
COLOR SHALL BE WHITE, UNLESS OTHERWISE NOTED.
J.SAFETY SWITCHES
1.ALL DISCONNECT SWITCHES SHALL BE HEAVY-DUTY CONSTRUCTION WITH
LOCKABLE HANDLES SIZED AS NOTED ON THE DRAWINGS. PROVIDE NEMA ENCLOSURE
AS REQUIRED BY CODE AND AMBIENT CONDITIONS. ALL FUSIBLE SWITCHES SHALL BE
PROVIDED WITH DUAL ELEMENT FUSES SIZED PER THE EQUIPMENT MANUFACTURER'S
RECOMMENDATION.
K.FUSES
1.FUSED SHALL BE DUAL ELEMENT, TIME DELAY CURRENT LIMITING. CONTRACTOR
SHALL COORDINATE FUSE SIZES WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS
AND PER THE NEC.
2.PROVIDE FUSES MANUFACTURED FROM ONE OF THE FOLLOWING: COOPER
BUSSMAN, INCORPORATED; EAGLE ELECTRIC MANUFACTURING COMPANY
INCORPORATED, COOPER INDUSTRIES INCORPORATED; FERRAZ SHAWMUT
INCORPORATED.
L.ELECTRICAL IDENTIFICATION
1.PROVIDE ENGRAVED PHENOLIC PLASTIC NAMEPLATES FOR ALL MAJOR ELECTRICAL
EQUIPMENT (INCLUDED BUT NOT LIMITED TO TRANSFORMERS, DISCONNECT SWITCH,
SWITCHBOARD, PANELBOARD, CHARGING CABINET, CHARGE POST, OVER-CURRENT
PROTECTION DEVICE IN MAIN SWITCHBOARD, ETC.) AND ON EQUIPMENT AS DIRECTED BY
OWNER.
2.PROVIDE ALL FEEDERS AND BRANCH CIRCUIT WIRING WITH COLOR CODED (SEE
CONDUCTORS AND CABLES) VINYL TAPE WRAPPED A MINIMUM OF 1.5 TIMES AROUND
CIRCUMFERENCE OF JACKET/SHIELDING TO DESIGNATE PHASE.
3.COLOR CODING OF CONDUCTORS SHALL BE PER THE NEC AND OWNERS
REQUIREMENTS.
4.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12"
BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTIONS TAPE
TO READ "CAUTION BURIED ELECTRIC".
M.SYSTEM GROUNDING AND BONDING
1.GROUNDING AND BONDING SHALL COMPLY WITH REQUIREMENTS OF NEC ARTICLE
250. ALL EXPOSED NONCURRENT CARRYING METALLIC PARTS OF ELECTRICAL
EQUIPMENT, METALLIC RACEWAY SYSTEMS, METALLIC CABLE ARMOR, GROUNDING
CONDUCTOR OF NONMETALLIC SHEATHED CABLES, GROUNDING CONDUCTOR IN
NONMETALLIC RACEWAYS, AND GROUNDED CONDUCTORS OF THE WIRING SYSTEM
SHALL BE GROUNDED.
2.A GROUND BUS SEPARATE FROM THE NEUTRAL BUS SHALL BE PROVIDED IN ALL
SWITCHBOARDS AND PANELBOARDS. GROUND BUS SHALL BE RETORQUED (CHECKED)
PRIOR TO ENERGIZING EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.
3.GROUND BUSES AND NEUTRAL BUSES IN ALL DISTRIBUTION PANELS,
SWITCHBOARDS, PANELBOARDS, AND THOSE PROVIDED IN ANY EQUIPMENT SHALL BE
ISOLATED EXCEPT WHERE REQUIRED TO BE CONNECTED AS SPECIFIED ABOVE FOR THE
SERVICE ENTRANCE AND IN TRANSFORMER TERMINAL COMPARTMENTS.
4.WHEN INDICATED ON THE DRAWINGS, EQUIPMENT GROUNDING CONDUCTORS
SHALL BE EXTENDED FROM THE GROUND BUS IN THE DISTRIBUTION EQUIPMENT TO THE
RECEPTACLE, FIXTURE OR DEVICE LUGS WHERE THEY ARE PROVIDED. WHERE LUGS ARE
NOT PROVIDED, EQUIPMENT GROUNDING CONDUCTORS SHALL BE CONNECTED TO
EQUIPMENT ENCLOSURES. THE CONNECTIONS SHALL BE ARRANGED SUCH THAT
REMOVAL OF THE RECEPTACLE, EQUIPMENT GROUND CONDUCTORS, OR GROUND
JUMPERS FROM GROUND BUSING SHALL NOT AFFECT THE GROUND SYSTEM.
5.RACEWAYS MAY NOT BE USED AS A GROUNDING CONDUCTOR FOR POWER AND
LIGHTING CIRCUITS. ALL CONDUIT SHALL HAVE SEPARATE CODE SIZED GREEN GROUND
WIRE INSTALLED IN THE CONDUIT TO INSURE A CONTINUOUS GROUNDING PATH.
6.EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSULATED WITH
GREEN-COLORED INSULATION.
7.GROUNDING ELECTRODE CONDUCTORS SHALL BE STRANDED CABLE.
8.MATERIALS AND CONNECTION COMPONENTS FOR GROUNDING AND BONDING
SHALL BE MANUFACTURED BY ERICO, THOMAS & BETTS, BURNDY, OR EQUAL.
N.FIRESTOPPING AND SEALING ELECTRICAL PENETRATIONS
1.CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOPPING FOR SEALING AROUND
ELECTRICAL PENETRATIONS THROUGH FIRE OR SMOKE BARRIERS, AND FLOORS.
2.PROVIDE SHOP DRAWINGS OF EACH CONDITION REQUIRING PENETRATION SEALS
AND THE PROPOSED UL SYSTEMS MATERIALS, ANCHORAGE, METHODS OF INSTALLATION,
AND ACTUAL ADJACENT CONSTRUCTION. SUBMITTAL PACKAGE SHALL ALSO INCLUDE A
COPY OF THE UL ILLUSTRATION OF EACH PROPOSED SYSTEM INDICATING
MANUFACTURER APPROVED MODIFICATIONS (IF APPLICABLE) AND THE MANUFACTURER'S
SPECIFICATIONS, RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, AND MAINTENANCE
INSTRUCTIONS.
3.FIRESTOPPING MATERIALS SHALL BE INTUMESCENT SAFETY BARRIERS DESIGNED
TO BLOCK THE SPREAD OF FIRE AND SMOKE THROUGH PENETRATIONS CREATED BY
ELECTRICAL INSTALLATIONS IN FIRE RATED WALLS AND FLOORS. MATERIALS SHALL BE
FLAME, TOXIC FUME, AND WATER RESISTANT AND SHALL HAVE A MINIMUM 3 HOUR FIRE
RATING. FIRE RATING SHALL BE DEFINED BY TESTS CONDUCTED BY ASTM, UL OR OTHER
TESTING AND INSPECTION AGENCIES ACCEPTABLE TO AUTHORITIES HAVING
JURISDICTION.
4.PROVIDE MATERIALS BY THE FOLLOWING MANUFACTURERS TO SUIT THE
APPLICATION: SPECIFIED TECHNOLOGIES, INC (STI), SOMERVILLE, NJ; TREMCO, INC.,
BEACHWOOD, OH; OR 3M INC., MINNEAPOLIS, MN.
O.SHOP DRAWINGS AND APPROVALS
1.COORDINATES, PREPARE AND SUBMIT SHOP DRAWINGS TO THE OWNER AND
ENGINEER FOR THEIR REVIEW. CONTRACTOR SHALL REVIEW AND INDICATE HIS
APPROVAL OF EACH SHOP DRAWING PRIOR TO SUBMITTAL FOR REVIEW. DO NOT ORDER,
START WORK OR FABRICATION UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE
ENGINEER AND RETURNED TO THE CONTRACTOR. SHOP DRAWINGS TO BE SUBMITTED
INCLUDE, BUT NOT LIMITED TO:
·SWITCHBOARDS
·PANEL BOARDS
·SAFETY SWITCHES
·TRANSFORMERS
·CONTACTORS
·LIGHTING FIXTURES
·UNDERGROUND CONDUIT COORDINATION DRAWING SHOWING ACTUAL ROUTING AND
BURIAL DEPTH COORDINATED WITH ALL OTHER EXISTING AND NEW UNDERGROUND
PIPING AND CONDUIT.
2.CLEARLY IDENTIFY EACH ITEM ON THE SUBMITTAL AS TO MARK, LOCATION AND
USE, USING SAME IDENTIFICATION AS PROVIDED ON DESIGN DRAWINGS. ELECTRONIC
SUBMITTALS SHALL BE PRESENTED WITH ALL SHEETS IN ALPHANUMERIC ORDER AND ALL
SHEETS ORIENTED WITH TOP OF SHEET UP.
3.SUBMITTALS WILL BE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE
CONTRACT DOCUMENTS AND NOT FOR DIMENSIONS OR QUANTITIES. THE SUBMITTAL
REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PURCHASE OF
ANY ITEM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS OR ITS COMPLETE
AND PROPER INSTALLATION.
ELECTRICAL SPECIFICATIONS
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
G-0.4
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:34amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
NOTES #4
ELECTRICAL SPECIFICATIONS
P. RECORD AND AS-BUILT DRAWINGS
1. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF DRAWINGS AT
THE JOB SITE FOR THE EXCLUSIVE PURPOSE OF MAINTAINING AN ONGOING RECORD OF
HOW ALL WORK IS INSTALLED AND TO SHOW ANY DEVIATIONS FROM THE WORK AS
INDICATED ON THE DRAWINGS.
2. THE ELECTRICAL CONTRACTOR SHALL SUBMIT ONE (1) COMPLETE SET OF RECORD
DOCUMENTS TO THE CONSTRUCTION MANAGER FOR THE OWNER'S RECORDS.
CONTRACTOR SHALL SUBMIT THESE “AS-BUILT” SET OF PLANS TO WITHIN 7 DAYS OF
COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL PAYMENT.
Q. GUARANTEE
1. GUARANTEE ALL MATERIAL FURNISHED AND ALL WORKMANSHIP PERFORMED FOR A
PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF WORK. ANY DEFECTS
DEVELOPING WITHIN THIS PERIOD, TRACEABLE TO MATERIAL FURNISHED AS A PART OF
THIS SECTION OR WORKMANSHIP PERFORMED HEREUNDER, SHALL BE MADE GOOD AT
NO EXPENSE TO THE OWNER.
PART I - GENERAL
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS
BEFORESTARTING WORK AND SHALL NOTIFY ENGINEER OF RECORD (EOR) OF ANY
DISCREPANCIES.
2. ALL MATERIAL AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2022 CBC.
3. NEITHER THE OWNER NOR (EOR) WILL ENFORCE SAFETY MEASURES OR REGULATIONS.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES
INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT
THE FINISHED STUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE
OF CONSTUCTION. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO
MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. IF A
LAWSUIT IS FILED BY ONE OF THE CONTRACTOR'S OR SUBCONTRACTOR'S EMPLOYEES,
OR ANY ONE ELSE, THE CONTRACTOR WILL INDEMNIFY, DEFEND AND HOLD THE OWNER
AND (EOR) HARMLESS OF ANY AND ALL SUCH CLAIMS.
4. NO PIPES, DUCTS, SLEEVES, CHASE ETC., SHALL BE PLACED IN SLABS, BEAMS,
COLUMNS, WALLS, ETC., UNLESS SPECIFICALLY SHOWN OR NOTED. NOR SHALL ANY
STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN.
OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES,
DUCTS, ETC.
FOUNDATION REQUIREMENTS:
VERTICAL LOADS:
ALLOWABLE BEARING PRESSURE:
1500 PSF (TOTAL LOADS)
LATERAL LOADS:
PASSIVE RESISTANCE:100 PCF
FRICTION FACTOR:0.25 (BETWEEN CONCRETE AND SOIL)
FOOTING SHOULD HAVE AT LEAST FIVE (5) FEET OF HORIZONTAL CLEARANCE
BETWEEN THE BOTTOM OF FOOTING AND THE FACE OF THE NEAREST SLOPE.
SLAB-ON-GRADE:
SLAB-ON-GRADE SHOULD BE SUPPORTED ENTIRELY ON BEDROCK OR ENTIRELY ON
NON-EXPANSIVE, COMPACTED ENGINEERED FILL OF RELATIVELY UNIFORM THICKNESS.
THE ENGINEERED FILL SPECIFICATION SHALL HAVE A MINIMUM RELATIVE COMPACTION
OF 90% PER ASTM D-1557.
REINFORCED CONCRETE NOTES:
1. CEMENT SHALL CONFORM TO ASTM C-150, TYPE II.
2. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND
ASTM C-330 FOR LIGHT WEIGHT CONCRETE.
3. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE
SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT
INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE.
4. CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA:
5. CONCRETE MIX TESTING AND DESIGN SHALL MEET THE REQUIREMENTS OF CHAPTER 3
OF ACI 318-19 AND SECTION 1905 OF THE 2022 CBC RESPECTIVELY, AND THESE
SPECIFICATIONS.
6. ADMIXTURES SHALL BE REVIEWED BY (EOR). CALCIUM CHLORIDE OR ADDED
CHLORIDES ARE NOT PERMITTED.
7. PROVIDE A 3/4 INCH CHAMFER ON EXPOSED CORNERS.
8. CONCRETE CURING SHALL BE PER THE PROVISIONS OF THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE OF THE AMERICAN CONCRETE INSTITUTE.
9. ALL CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS.
10. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36 WITH STANDARD NUTS
AND WASHERS BETWEEN ANCHOR POINTS.
11. PROVIDE 1/4" PER FOOT SLOPE AT TOP OF FOUNDATION TO DRAIN AWAY FROM
EQUIPMENT.
REINFORCING STEEL NOTES:
1. DESIGN, DETAILING, FABRICATION AND PLACEMENT OF STEEL REINFORCEMENT SHALL
CONFORM TO THE SPECIFICATIONS AND STANDARDS OF ACI 318-19, TMS 402-13, TMS
602-13, AND AWS D1.4 AS APPLICABLE.
2. BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 40 FOR #3 & GRADE60 FOR
#4 & LARGER.
3. ALL WELDED REINFORCEMENT SHALL BE GRADE 60 ASTM A706.
4. WELDING OF REINFORCING STEEL SHALL CONFORM TO CHAPTER 3 OF ACI 318-19 AND
AWS D1.4. THE CONTRACTOR SHALL PREPARE A WRITTEN WELDING PROCEDURE
SPECIFICATION CONFORMING TO THE REQUIREMENTS OF AWS D1.4 FOR EACH WELDED
SPLICE. THE PRODUCER OF THE REINFORCING BARS SHALL REPORT THE CHEMICAL
COMPOSITION AND CARBON EQUIVALENT OF THE STEEL TO THE CONTRACTOR.
5. ALL REINFORCING STEEL, ANCHOR BOLTS, HOLD-DOWN ANCHORS, DOWELS AND
INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR
GROUT.
6. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF
CONCRETE COVER UNLESS NOTED OTHERWISE:
CONCRETE CAST AGAINST EARTH .................................................................. 3"
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 5 OR SMALLER BARS ........................................................................ 1-1/2"
7. SPLICES:
CONCRETE:
SPLICES IN NO. 8 OR SMALLER BARS SHALL BE 45 DIAMETERS. SPLICES IN ADJACENT
BARS SHALL BE STAGGERED 5'-0".
MASONRY:
SPLICES IN NO. 7 OR SMALLER BARS SHALL BE 45 DIAMETERS OR 24 INCHES,
WHICHEVER IS GREATER. SPLICES IN ADJACENT BARS SHALL BE STAGGERED 2'-0".
STRUCTURAL STEEL NOTES:
1. DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE SPECIFICATIONS AND
STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC MANUAL OF
STEEL CONSTRUCTION, 16TH EDITION, AISC 360-16, AISC 341-16 AND AISC 358-18.
2. SUBMIT STEEL SHOP DRAWINGS TO (EOR) FOR REVIEW PRIOR TO FABRICATION.
3. STRUCTURAL STEEL GRADES:
A. ANCHOR BOLTS & NUTS .........BOLT: ASTM F1554 GRADE 36.......NUT: ASTM 563A HEX
B. MACHINE BOLTS & NUTS .........BOLT: ASTM A307 GRADE A ........NUT: ASTM 563A HEX
4. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL
CONSTRUCTION", 16TH EDITION.
5. PLACE NON-FERROUS, NON-SHRINK GROUT (BURKE OR APPROVED EQUAL) UNDER ALL
BASE PLATES BEFORE ADDING VERTICAL LOAD.
6. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, WELDED STUDS OR OTHER ITEMS
NOT SHOWN IN THESE DRAWINGS. WHERE STEEL IS EMBEDDED IN CONCRETE OR
MASONRY, PROVIDE HOLES AS REQUIRED FOR PASSAGE OF CONTINUOUS REINFORCING
BARS WHERE INDICATED ON THE DRAWINGS.
STRUCTURAL STEEL NOTES:
1. DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE SPECIFICATIONS AND
STANDARDS OF
THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC MANUAL OF STEEL
CONSTRUCTION, 16TH EDITION, AISC 360-16, AISC 341-16 AND AISC 358-16.
2. SUBMIT STEEL SHOP DRAWINGS TO (EOR) FOR REVIEW PRIOR TO FABRICATION.
3. STRUCTURAL STEEL GRADES:
A. ANCHOR BOLTS & NUTS ........... BOLT: ASTM F1554 GRADE 36 ........NUT: ASTM 563A HEX
B. MACHINE BOLTS & NUTS .......... BOLT: ASTM A307 GRADE A ..........NUT: ASTM 563A HEX
4. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL
CONSTRUCTION", 16TH EDITION.
5. PLACE NON-FERROUS, NON-SHRINK GROUT (BURKE OR APPROVED EQUAL) UNDER ALL
BASE PLATES BEFORE ADDING VERTICAL LOAD.
EXPANSION ANCHORS:
1. ANCHORS SHALL BE INSTALLED IN COMPLIANCE WITHIN THE RECOMMENDED
PARAMETERS & MANUFACTURERS PUBLISHED INSTRUCTIONS GIVEN IN THE [ICC-ESR]
REPORTS:
CONCRETE ANCHORS SHALL BE ONE OF THE FOLLOWING PRODUCTS:
HILTI KWIK BOLT TZ2........................................................ ICC ER-4266.........LARR #25701
SIMPSON STRONG-BOLT 2.............................................. ICC ER-3037.........LARR #25891
ITW RED HEAD TRUBOLT+............................................... ICC ER-2427.........LARR #25867
POWERS POWER-STUD+................................................. ICC ER-2818.........LARR #25787
MASONRY ANCHORS SHALL BE ONE OF THE FOLLOWING PRODUCTS:
HILTI KWIK BOLT TZ...........................................................ICC ER-1917.........LARR #25701
SIMPSON WEDGE-ALL.......................................................ICC ER-1396.........LARR #24682
2. INSTALLATION:
2.1. USE DEPTH GAUGE OR DRILL SPOT TO ENSURE NO OVER DRILLING.
2.2. CONTRACTOR SHALL NOTIFY (EOR). WHERE REINFORCING STEEL INTERFERES WITH
INSTALLATION. (EOR). SHALL CONSULT IN ALTERNATE ATTACHMENTS.
2.3. EXPANSION ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: HOLE DIAMETER, HOLE DEPTH, AND
HOLE CLEANING WITH DUST- & OIL-FREE COMPRESSED AIR, PRESCRIBED INSTALLATION
TORQUE. ALTERNATIVE PRODUCTS, IF PROPOSED, SHALL BE APPROVED FOR USE IN
CRACKED CONCRETE, AND SHALL HAVE A CURRENT ICC-ES ESR REPORT.
2.4. USE OF ZINC-PLATED CARBON STEEL ANCHORS IS LIMITED TO DRY, INTERIOR
CONDITIONS. ANCHORS INSTALLED IN EXTERIOR LOCATIONS AND/OR IN DAMP
ENVIRONMENTS SHALL BE STAINLESS STEEL.
3. SPECIAL INSPECTION:
3.1. PERIODIC SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH SECTION
1705.1.1 AND TABLE 1705.3 OF THE 2022 CBC FOR THE ESR ALLOWABLE TENSION VALUES
LISTED IN ESR REPORTS NOTED ABOVE.
SPECIAL INSPECTION/ INSPECTOR REQUIREMENTS (CHAPTER 17, 2022 CBC):
1. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER PER SECTION 1704.2 OF
THE 2022 CBC.
2. THE REPORT(S) PREPARED BY THE SPECIAL INSPECTOR SHALL BE SIGNED BY A
LICENSED CALIFORNIA CIVIL ENGINEER AND SHALL BE SUBMITTED TO THE BUILDING
OFFICIAL AND (EOR).
3. THE SPECIAL INSPECTION SHALL BE CONTINUOUS DURING THE PERFORMANCE OF THE
WORK UNLESS OTHERWISE SPECIFIED.
4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING OFFICIAL TO PERFORM
THE TYPES OF INSPECTIONS SPECIFIED.
SUMMARY OF CONTINUOUS AND PERIODIC SPECIAL INSPECTION:
THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS
REQUIRED PER SECTION 110 OF THE 2022 CBC. SPECIAL INSPECTION IS NOT A
SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL. SPECIALLY INSPECTED WORK
THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL
AND THE SPECIAL INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INFORM THE SPECIAL
INSPECTION AGENCY AT LEAST 24 HOURS PRIOR TO PERFORMING ANY WORK THAT
REQUIRES SPECIAL INSPECTION.
2. SEE SPECIAL INSPECTION TABLES BELOW FOR SPECIFIC SPECIAL INSPECTION
REQUIREMENTS.
FILL IN BOX
WHEN REQUIRED
VERIFICATION AND INSPECTION TASK
SPECIAL INSPECTION TABLE FOR POST INSTALLED CONCRETE
ANCHORS (1705.3):
PERIODICCONTINUOUS
1. INSPECTION OF ANCHORS INSTALLED INTO
HARDENED CONCRETE:
A. ADHESIVE ANCHORS INSTALLED IN
HORIZONTALLY OR UPWARDLY
INCLINED ORIENTATION TO RESIST TENSION
B. MECHANICAL ANCHORS AND
ADHESIVE ANCHORS NOT DEFINED IN PART A
C. HOLD-DOWN ANCHOR BOLTS
REQUIRED
STRUCTURAL SPECIFICATIONS
FOUNDATION 2500 psi 5.5 SACKS/ YD 1"4"
LOCATION MIN 28 DAY COMP STRENGTH MIN CEMENT MAX AGGREGATE MAX SLUMP
E
1
2
3
MB
IR PI
FDC
W W
EE
E
BL
BL
BL
BL
BL
E
E
E
E FDC
IR IR
E
E
E
FDC
W
LS
LS
LS
LS
LS
LS
BUILDING
PARKING STRIPES
(TYP.)
333
33
2
3
3
4
334
HAND RAIL
HAND RAIL
BIKE RACK
CURB
CURB
SID
E
W
A
L
K
333.21' FS
333.22' FS
333.22' FS
333.24' TC
333.23' FS
333.40' TC
333.01' FS
333.72' TC
333.21' FS
333.69' TC
333.18' CE
334.12' BW
333.75' BW
331.57' FS
332.22' FS
332.
8
3
'
F
S
332.46' FS
332.82' FS
333.30' BW
333.31' BW
334.03'
B
W
334.12' BW
333.98' CE
334.14' CE
SIDE
W
A
L
K
MOW STRIP
333.26' FS
332.9
2
'
F
S
FINISHED FLOOR
334.15'
CURB DRAIN
3
3
3
.
2
0
'
T
C
3
3
2
.
8
7
'
F
S
333.80' TC
333.33' BW
333.79' TC
333.32' BW
DUAL EV CHARGER
CONTROL TABLE (U.S. SURVEY FEET):
PT#NORTHING EASTING ELEV.DESC.
1 1855544.94 6562430.29 332.01 SET SCRIBE X
2 1855528.21 6562472.53 332.15 SET SCRIBE X
3 1855567.82 6562449.56 333.11 SET SCRIBE X
SURVEY NOTES:
1.THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM UTILITY MARK OUTS PROVIDED BY
AIRX UTILITY SURVEYORS ON JUNE 21, 2023. THE CERTIFYING SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE CERTIFYING SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE CERTIFYING SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
2.ELEVATIONS SHOWN HEREON WERE DERIVED FROM CONVENTIONAL OBSERVATIONS WITH A RELATIVE
ACCURACY OF ±0.05'.
SURVEYOR'S CERTIFICATION:
THIS TOPOGRAPHIC MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY
COMPLETED ON JUNE 22, 2023.
DATED: JUNE 27, 2023 _________________________________________
CRAIG D. WILSON LS 7142
EXPIRES: 12/31/24
CONAWAY GEOMATICS
CRAIG D. WILSON
No. 7142
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP IS THE INTERNATIONAL TERRESTRIAL REFERENCE FRAME 2014 (ITRF2014),
DERIVED FROM THE TRIMBLE RTX (REAL TIME EXTENDED) SOLUTION, ADJUSTED TO THE 2023.47 EPOCH, NAD 83, ZONE 5.
COORDINATES SHOWN HEREON ARE GRID VALUES. USE THE FOLLOWING LOCAL SITE VALUES TO OBTAIN GROUND
VALUES:
·LOCAL SITE -LAT: 34°05'28.056052"N LON: 117°59'50.920414"W
E HGT: 219.59 FT FT
GSF:1.0000225287
ELEVATIONS SHOWN HEREON ARE EXPRESSED IN US SURVEY FEET, BASED ON THE NORTH AMERICAN VERTICAL DATUM
1988 (NAVD88), AND ARE DERIVED FROM GPS OBSERVATIONS PER THE ADJUSTMENT SHOWN ABOVE.
0 40202010
SCALE: 1" = 20'
Z:\23.72BME001.51-SamuelSonandCO\Drawings\23.72BME-BASE.dwg, 6/27/2023 10:33 AM, JVillasenor
CONAWAYGEO.COM
PH: (714) 486-0258 OF
SHT NO.:BY
REVISIONS
DESCRIPTION DATE
DATE:
NO.
DRAWN BY;
SCALE:
CHECKED BY:
PROJECT NO:
1
2
3
4
5
6 SAMUEL SON AND CO
BRYTEMOVE ENERGY
TOPOGRAPHIC SURVEY
23.72BME
JV
CW
1" = 20'
1 1
------------
------------
------------
------------
------------
------------
06/27/2023
LINE LEGEND
LINE DESCRIPTION
ELECTRIC UNDERGROUNDE
SYMBOL LEGEND
SYMBOL DESCRIPTION
BOLLARD
HORIZONTAL & VERTICAL CONTROL POINT
DECIDUOUS TREE
ELECTRIC AREA LIGHT
ELECTRIC RISER
ELECTRIC VAULT
IRRIGATION BOX
IRRIGATION VALVE
MAILBOX
ELECTRIC VEHICLE CHARGING STATION
SIGN
WATER FIRE DEPARTMENT CONNECTION
WATER POST INDICATOR VALVE
WATER VALVE
BL
E
E
IR
IR
MB
FDC
PI
W
ABBREVIATION LEGEND
FS FINISHED SURFACE
CE CONCRETE EDGE
TC TOP OF CURB
BW BACK OF WALK
LS LANDSCAPING
12389 LOWER AZUSA ROAD
ARCADIA, CA
EVSE
EVSE
EVSE
EVSE
EVSE
EVSE
EVSE
EVSE
T
33
2
.
8
3
'
F
S
2
3
IR
PI
FD
C
W
W
EEE
E E
EE
FD
C
IR
IR
E
E
E
FD
C
W
332
UE
NO
PAR
K
I
N
G
EVSE
EVSE
T
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-1
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:34amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
PLOT PLAN
PLOT PLAN Feet
0 30 60
(E) 300kVA UTILITY
TRANSFORMER
(N) "EV - L1" DISTRIBUTION PANEL
(N) 112.5kVA STEPDOWN TRANSFORMER
480 - 120/208V, 3PH, 4W
(N) MSB
(N) TEMPORARY SINGLE PORT
TERMINAL BLOCK #3
(N) TEMPORARY SINGLE PORT
TERMINAL BLOCK #2
(N) TEMPORARY SINGLE PORT
TERMINAL BLOCK #1
(N) TEMPORARY DUAL PORT
TERMINAL BLOCK #7
(N) TEMPORARY DUAL PORT
TERMINAL BLOCK #6
(N) TEMPORARY DUAL PORT
TERMINAL BLOCK #5
(N) TEMPORARY DUAL PORT
TERMINAL BLOCK #1
(N) TEMPORARY DUAL PORT
TERMINAL BLOCK #2
(N) TEMPORARY DUAL PORT
TERMINAL BLOCK #3
(N) TEMPORARY DUAL PORT
TERMINAL BLOCK #4
APPROXIMATE PROPERTY LINE
LOWER AZUSA ROAD
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
T
332.83' FS
E
E
E
2
3IRPI
FDC
W W EE
E
E
E
E
E
FDC
IR IR
E
E
E
FDC
W 332
UE UE UE UE
NO
PARKING
EV SE EVSE
UE UE
UE
T
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-1.1
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:35amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
SITE PLAN
SITE PLAN Feet
0 10 20
SCE ELECTRICAL SERVICE
SUPPLY TO METER, BY T&D
UE
PROPOSED NON EXPOSED
ELECTRICAL CONDUIT
PROPOSED DUAL PORT
TERMINAL BLOCK
E V
S E
PROPOSED BOLLARD
(N) FLARED CONCRETE
LEGEND:
(N) WHEEL STOP
(E) UTILITY TRANSFORMERT
(N) STEP DOWN TRANSFORMER
PROPOSED SINGLE PORT
TERMINAL BLOCK
E V
S E
T
NOTES:
1.UTILITY DISTRIBUTION INFRASTRUCTURE TO BE BUILT
BY OTHERS AND SHOWN ONLY FOR PROJECT
CLARITY AND COORDINATION.
2.IMPACTED EXISTING PARKING = 18 TOTAL SPACES.
3.PROPOSED CHARGING = 17 TOTAL.
4.EVSE LAYOUT BASED ON USE OF DUAL AND SINGLE
PORT CHARGERS
5.ALL PARKING SPACES ARE EXISTING. FIELD TO
VERIFY EXACT DIMENSION PRIOR TO CONSTRUCTION.
6.FIELD VERIFY ALL EQUIPMENT LOCATION TO MAKE
SURE APPROPRIATE SPACE IS AVAILABLE.
7.FIELD VERIFY ALL EXISTING UTILITY LOCATIONS FOR
EASEMENT REQUIREMENT.
8.ADA STALLS TO BE EXTENDED 2' TO MAINTAIN <2% IN
ALL DIRECTIONS
9.USE THE DOWEL CONSTRUCTION JOINT TYPE TO SET
NEW HOUSEKEEPING PADS NEXT TO EXISTING
CONCRETE PADS.
10.PER CBC 11B-705.2.2.2.1 EXCEPTION 1 REDUCE WIDTH
OF DETECTABLE WARNINGS TO 24 INCHES WIDE TO
ALLOW FOR PEDESTRIAN TRAVEL WITHOUT
DETECTABLE WARNINGS IN DIRECTION OF SIDEWALK
(N) "EV-MSB"
(SEE NOTE 9)
(E) SCE UTILITY
TRANSFORMER
P563123 -277/480V 3P
300KVA PAD MOUNTED
(N) DUAL TERMINAL
BLOCK #2
(N) 12' MIN. VAN
ACCESSIBLE EV STALL (N) 9' MIN. STANDARD
EV STALL
(N) 5' MIN.
ACCESS AISLE
(E) 2% MAX SLOPE
ALL DIRECTIONS
(N) STEP-DOWN
TRANSFORMER
(N) DUAL TERMINAL
BLOCK #4
(N) DUAL TERMINAL
BLOCK #6
(N) SINGLE
TERMINAL
BLOCK #1
(N) DUAL TERMINAL
BLOCK #1
(N) DUAL TERMINAL
BLOCK #3
(N) DUAL TERMINAL
BLOCK #5
(N) DUAL TERMINAL
BLOCK #7
(N) SINGLE TERMINAL
BLOCK #3
(N) SINGLE TERMINAL
BLOCK #2
18
'
-
1
"
T
Y
P
.
5'12'9'
(E) TRUNCATED DOME
3'
-
9
"
TY
P
.
(E) CURB
(E) PATH OF TRAVEL
(N) METER MAIN SWITCHBOARD
(N) DISTRIBUTION PANEL
(N) "EV - L1"
(SEE NOTE 9)
2'
9'
SEE NOTE 8
9'9'9'9'9'9'9'8'-9"9'9'9'9'9'9'-2"
1
E-3
2
E-3
17
'
17
'
4'
-
1
"
LS LS LS
RAMP UPSIDEWALKSIDEWALK
3'
-
3
"
9'-5"7'-7"9'-4"
SIDEWALK
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
19
'
-
2
"
B
A
A
A
A
A
A
BOTTOM OF RAMP REMOVE EXISTING
TRUNCATED DOMES 6' PER CBC 11B-405.7.3.1
6'
2.5' X 4' CLEAR FLOOR SPACE
2'
-
6
"
4'4'
A
SEE NOTE
10
B B
B
332.
8
3
'
F
S
E
E
E
2
3
IR PI
FDC
W W
EE
E
E
E
E
E FDC
IR IR
E
E
E
FDC
W
3
3
2
T
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-2
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:35amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
DEMOLITION PLAN
1 DEMOLITION PLAN
DEMOLITION KEYNOTES AND LEGEND
1.CLEAR AND GRUB EXISTING LANDSCAPE AREA AS SHOWN ON THE DRAWINGS. LEVEL AREA
TO MATCH EXISTING STEP/PAD
2.EXISTING CONCRETE TO BE REMOVED.
3.CONCRETE SLAB TO BE REMOVED
4.EXISTING STRIPING TO BE REMOVED
5.EXISTING EV CHARGER TO BE REMOVED
6.REMOVE DETECTABLE WARNINGS 30" X 48" IN FRONT OF NEW CHARGERS FOR
CLEAR LANDING IN FRONT OF ACCESSIBLE EV CHARGERS
7.REMOVE DETECTABLE WARNINGS 72" X 39" AT BOTTOM OF RAMP
8.REMOVE 1' OF DETECTABLE WARNINGS ALONG EXISTING PATH OF TRAVEL TO ALLOW
PEDESTRIAN TRAVEL IN THE DIRECTION OF THE SIDEWALK WITHOUT TRAVELING OVER THE
DETECTABLE WARNINGS
EXISTING LANDSCAPE/PLANTER TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
1
4
4
5
3
2
1
1
1
1
1
26
6 6
EXISTING DETECTABLE WARNINGS TO BE REMOVED
B
B
B
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
T
E
UE UE UE UE UE UE UE UE
UE UE UE UE UE
UE
UE
UE
T
3IR
PI
NO
PARKING
EV SE EVSE
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-3
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:37amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
LAYOUT DETAIL
3 LAYOUT DETAIL
(N) 9' MIN. STANDARD
EV STALL
(N) 5' MIN.
ACCESS AISLE
(N) 2% MAX SLOPE
ALL DIRECTIONS
7
TYP.
3
CUSTOMER INFRASTRUCTURE IMPROVEMENT #
1 (N) "EV-MSB"
2 (N) 112.5kVA STEP-DOWN TRANSFORMER
4 (N) INSTALL TEMPORARY DUAL TERMINAL BLOCK FOR FUTURE CHARGER
5 (N) INSTALL TEMPORARY SINGLE TERMINAL BLOCK FOR FUTURE CHARGER
6 (N) 4"Ø POUR-IN-BOLLARD
7 (N) WHEEL STOP
8 (N) VERTICAL SIGNAGE
9 (N) RE-STRIPPING
10 (N) INSTALL CONCRETE PAD FOR EQUIPMENT (USE DOWEL CONSTRUCTION JOINT)
11 (N) INSTALL 5/8" X 8' GROUND ROD
12 24" WIDE TRENCH
EXISTING RAMP UP
20
'
12'5'9'
855
7 7
3'
9 9 99
1 LAYOUT DETAIL
3 (N) DISTRIBUTION PANEL "EV - L1"
(N) 12' MIN. VAN
ACCESSIBLE EV STALL
8
18'18'18'
69'-3"
1'-5"
1'
-
4
"
6"
10
"
2'
-
1
0
"
2'
-
3
"
2'
-
8
"
2'
-
1
0
"
27'-2"18'18'13'-6"11'-1"
121212
12
12
12
3'
1
2
11
11
11
544
4
444
4
7
TYP.
(N) 2' EXTENSION TO
EXISTING STALL LENGTH
14'-9"10'-6"
6
12
'
-
2
"
10
10
10
"
4'
-
1
1
"
3'
-
8
"
5'-6"
5'-4"
(E) TRUNCATED DOME
EXISTING CURB
EXISTING SIDEWALK/TRUNCATED DOMES
EXISTING SIDEWALK/
TRUNCATED DOMES 3'
-
3
"
11
"
4'
-
1
"
EXISTING SIDEWALK
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
9'-5"7'-7"9'-4"
SCALE:2 TRUNCATED DOME
NTS
.2
"
.6
5
"
M
I
N
.
2.
3
"
-
2
.
4
"
2.3" - 2.4"
.45"Ø - .47"Ø TOP
.9"Ø - .92"Ø BASE
(E) ZERO CURB
(E) ZERO CURB
FRONT ENTRANCE
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
A
A
A
BBB
B
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-3.1
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:38amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
ELEVATIONS AND DETAILS
(N) TERMINAL BLOCK
(N) "EV MSB"
R18
"
S
W
E
E
P
R
1
8
"
S
W
E
E
P
R4
8
"
S
W
E
E
P
R
3
'
-
8
"
SEE STRUCTURAL FOR FOUNDATION DETAILSEE STRUCTURAL FOR CONCRETE PAD DETAIL
NOTES:
- SIGN MUST BE PLACED WITHIN THE PROJECTED HEAD OF PARKING STALL.
- BOLLARD TO BE USE IF SUBJECT TO DAMAGE.
- 60" MIN. - LANDSCAPE OR WALL MOUNTED. 80" MIN. - FREE STANDING IN ACCESSIBLE ROUTE.
SCALE:1 VERTICAL SIGNAGE
NTS
12"
12
"7"
4"
6'
-
8
"
M
I
N
.
C
L
E
A
R
4"
3'
M
I
N
.
8"
GALV. STEEL
POST CAP
ADD VAN SIGN WHEN SHOWN
ON PLANS, BLUE FIELD, 1/2"
WHITE BORDER, AND 1" WHITE
LETTERS, ALL OF REFLECTIVE
SHEETING. SEE NOTE BELOW.
18 GA STEEL WITH FIELD OF
BLUE, 1/2" WHITE BORDER,
AND WHITE ACCESSIBLE SYMBOL,
ALL OF REFLECTIVE SHEETING.
2" SCH 40 GALV STEEL POST
FINISHED CONCRETE OR
GROUND SURFACE
CONCRETE
FASTENER: 1/4" DIA. HEX.
BOLT W/ LOCK WASHER
1-1/2" FROM TOP AND
BOTTOM OF SIGN.
1'
1'
-
6
"
7"
5'
M
I
N
.
O
R
6
'
-
8
"
M
I
N
.
SE
E
N
O
T
E
S
5'
M
I
N
.
O
R
6
'
-
8
"
M
I
N
.
SE
E
N
O
T
E
S
1'
1'
-
6
"
FINISH GRADEFINISH GRADE
2
--
2
--
SCALE:2 VERTICAL SIGNAGE DETAILS
NTS
SCALE:3 EQUIPMENT ELEVATION
NTS SCALE:4 WHEEL STOP DETAIL
NTS
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-3.2
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:38amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
ELEVATIONS AND DETAILS
BILL OF MATERIALS (1 UNIT)
REFERENCE
NUMBER ITEM QUANTITY
1 VYNKIER VM554 ENCLOSURE 1 EA
2 VYNCKIER BACKING FLATE VMBP55A 1 EA
3 TERMINAL BLOCK BUSSMANN 1400A-6, 90A,
#4-14 AWG CU,600 VAC 1 EA
4 EATON B-LINE B22SH120 HDC, 120A 10' LENGTHS 1 EA
5 B-LINE 1/4 X 1.25" 20 HHCS ZINC 2 EA
6 B-LINE SPRING NUT, N224, 1/4 - 20 2 EA
7 UV STABILIZED NYLON CABLE TIES (1/4" WIDTH)5 EA
NOTES:
1.TERMINAL BLOCK AND TEMPORARY
SUPPORT WILL BE REMOVED ONCE
CHARGERS ARE INSTALLED.
2.SECURELY FASTEN PVC CONDUIT TO
CONDUIT SUPPORT WITHJ 1/884"
WIDE UV STABILIZED NYLON CABLE
TIES. PROVIDE 1 TIE EVERY 12".
3.PARTS INCLUDED IN THE BILL OF
MATERIALS ARE FOR 1 TEMPORARY
TERMINAL BLOCK ONLY. SEE
ELECTRICAL CONDUIT PLAN FOR
LOCATION AND COUNT.
#4 BARS @ 10" MAX OC
BOTH WAYS, CENTERED
IN PAD
POWER-STUD SD4, 5/8" DIA
W/ MIN EFF EMBED OF 2.75",
(4) ANCHORS PER CHARGER
FINISHED GRADE
321
5 6
7
4
CONCRETE PAD
1'
(
T
Y
P
)
PVC ELECTRICAL
CONDUIT RISER
6'
(
M
I
N
)
1'
-
6
"
(
M
I
N
)
3.5" CLR MIN
2"
M
A
X
8"
3.
5
"
C
L
R
M
I
N
4
SECTION A-A:
1'-2"
2'-3"
1'
-
2
"
2'
-
3
"
SINGLE & DUAL EV CHARGER
PVC ELECTRICAL
CONDUIT RISER
SCALE:1 TERMINAL BLOCK DETAILS
NTS
3'
-
6
"
2'
M
I
N
.
1'-6"Ø
1'
-
6
"
M
I
N
.
CONCRETE CAP
4"Ø SCH 80 PIPE
SCALE:2 BOLLARD DETAIL
NTS
SCALE:3 PAD DETAIL
NTS
PER PLAN
8"
3"
M
A
X
3" CLR
3"
C
L
R
A - A
A
--
A
--
PER PLAN
PE
R
E
Q
U
I
P
M
E
N
T
S
P
E
C
PER EQUIPMENT SPEC
PE
R
E
Q
U
I
P
M
E
N
T
S
P
E
C
PER EQUIPMENT SPEC
3 MIN'
3' MIN.
4"
MIN
HILTI, 3/8 DIA. MIN
1.5" MIN. EFFECTIVE EMEBEDMENT
MINIMUM 6 BARS
#4 BARS @ 12" OC
BOTH WAYS,
CENTERED IN PAD
(N) CONCRETE SLAB(N) CONCRETE SLAB
(E) CONCRETE SLAB4"
MI
N
4'' EMBEDMENT
MIN.
6" MIN
DRILL AND EPOXY BOND #4 18'' DOWEL
@ 2'' OC MAX WITH SIMPSON EPOXY TIE ADHESIVE
ALIGN
4"
A
A
A
A
3
PI
332
NO
PARKING
EV SE EVSE
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-4
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:39amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
ACCESSIBILITY
SCALE:2 TRUNCATED DOME
NTS
2'-3"
45°
.1
8
"
-
.
2
2
"
.6
5
"
M
I
N
.
2.
3
"
-
2
.
4
"
2.3" - 2.4"
.45"Ø - .47"Ø TOP
.9"Ø - .92"Ø BASE
4" WHITE STRIPE ON ASPHALT,
YELLOW ON CONCRETE, AND
BLUE IN ADA AREAS
SCALE:3 TRANSVERSE STRIPING
NTS
(E) 2% MAX SLOPE
ALL DIRECTIONS
1 ASSESSIBLE ROUTE DETAIL Feet
0 2 4
REMOVE DETECTABLE WARNINGS AT BOTTOM OF RAMP
TO CREATE A 6' X 3' TURNING SPACE PER
(N) 2' EXTENSION TO
EXISTING STALL LENGTH
REDUCE DETECTABLE WARNINGS TO 24 INCHES PER
CBC 11B-705.1.2.2.2.1 EXCEPTION 1
REMOVE DETECTABLE WARNINGS 30" X 48" IN FRONT OF
EV CHARGER TO MAIINTAIN CLEAR FLOOR SPACE PER
CBC 11B-305.2
2'
1'
-
3
"
20
'
12'5'9'
4'
2'
-
6
"
3'
-
3
"
6'
RAMP UP
B
200 AF
175 AT
3P
U
G
P
S
M
GND
SECTION 1
UTILITY
PULL SECTION
METER MAIN
277/480V SECTION
SECTION 2
(2) 5/8" Ø X 8' CU GR
6' APART
(N) (1) #4 AWG GEC PER NEC 250.66
(N) DUAL
TERMINAL BLOCK #7
T
(E) UTILITY TRANSFORMER
400 AF
400 AT
3P
(N) METER MAIN SWITCHBOARD "EV-MSB"
200 AMP, 277/480 VOLT, 3PH, 4W, NEMA 3R, 42KAIC, EUSERC
(N) #2/0 AWG CU GEC
(2) 5/8" x 8' CU GR
6' APART
(N) 112.5kVA
TRANSFORMER
480V-120/208V
40 AF
40 AT
2P
40 AF
40 AT
2P
40 AF
40 AT
2P
40 AF
40 AT
2P
(N) DUAL
TERMINAL BLOCK #1
20 AF
20 AT
1P
(N) SINGLE
TERMINAL BLOCK #1
40 AF
40 AT
2P
40 AF
40 AT
2P
(N) DISTRIBUTION PANEL "EV - L1" 400 AMP, 120/208 VOLT, 3PH, 4W NEMA 3R 42KAIC
40 AF
40 AT
2P
(N) SINGLE
TERMINAL BLOCK #2
(N) SINGLE
TERMINAL BLOCK #3
THRU
(F) GATEWAY
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-5
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:39amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
SINGLE LINE DIAGRAM
PANEL LOAD SCHEDULES
CONDUIT & WIRE SCHEDULE
NOTES:
1.ALL FUTURE EV CHARGERS SHALL BE DESIGNED BY OTHERS UNDER SEPARATE PERMIT(S).
2.DESIGN ASSUMES NO ADDITIONAL LOADS WILL BE ADDED
3.ALL OCPD TO HAVE A MINIMUM 75 DEGREE TERMINATION LUG RATING
4 CONDUIT AND WIRE SCHEDULE
1 SINGLE LINE DIAGRAM
2 PANEL SCHEDULE METER MAIN SWITCHBOARD "EV-MSB"
A
D
CONDUIT & WIRE SCHEDULE
IDENTIFIER FROM TO VOLTAGE
(VAC - PHASE)
NET CURRENT
(AMPS)
UPSTREAM
OCPD
(AMPS)
CONDUIT
SIZE/TYPE WIRE CONTENTS MAX. ONE WAY
DISTANCE (FEET)
VOLTAGE
DROP %REMARKS
A (E) UTILITY TRANSFORMER
(N) METER MAIN SWITCHBOARD
"EV-MSB"
(277/480V SECTION)
277/480V - 3Ø 135 200 REFER TO UTILITY
DRAWING
REFER TO UTILITY
DRAWING ---
B
(N) METER MAINSWITCHBOARD
"EV-MSB"
(277/480V SECTION)
(N) 112.5kVA STEP-DOWN
TRANSFORMER 480V - 3Ø 135 175 2 1/2"C SCH 40 PCV (3) 4/O AWG THWN-2 CU
(1) #6 AWG EGC CU 17 0.05 0-643 FT MAX
C (N) 112.5kVA STEP-DOWN
TRANSFORMER
(N) DISTRIBUTION PANEL
"EV - L1"
(120/208V SECTION)
120/208V - 3Ø 312 400 PARALLEL RUN
(2) 2 1/2"C SCH 40 PCV
(4) 4/O AWG THWN-2 CU
(1) #2 AWG SSBJ CU 17 0.14 PARALLEL RUN
D
(N) DISTRIBUTION PANEL
"EV - L1"
(120/208V SECTION)
(N) DUAL TERMINAL
BLOCK #1 - #7 208V - 1Ø 30 40 1"C SCH 40 PCV/RMC (4) #8 AWG THWN-2 CU
(1) #10 AWG EGC CU 89 2.01 0133 FT MAX
E
(N) DISTRIBUTION PANEL
"EV - L1"
(120/208V SECTION)
(N) SINGLE TERMINAL
BLOCK #1 208V - 1Ø 30 40 1"C SCH 40 PCV/RMC (2) #8 AWG THWN-2 CU
(1) #10 AWG EGC CU 106 2.39 0-133 FT MAX
F
(N) DISTRIBUTION PANEL
"EV - L1"
(120/208V SECTION)
(N) SINGLE TERMINAL
BLOCK #2 & #3 208V - 1Ø 30 40 1"C SCH 40 PCV/RMC (2) #6 AWG THWN-2 CU
(1) #8 AWG EGC CU 143 2.03 134-212 FT MAX
G
(N) DISTRIBUTION PANEL
"EV - L1"
(120/208V SECTION)
(N) GATEWAY
EVG-CMSN-DC-AC 120V - 1Ø 16 20 1"C SCH 40 PCV/RMC (2) #10 AWG THWN-2 CU
(1) #10 AWG EGC CU
3 PANEL SCHEDULE DISTRIBUTION PANEL "EV - L1"
B C
D E F F G
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
EV
SE
T
E
E
E
2
3IRPI
FDC
W W EE
E
E
E
E
E
FDC
IR IR
E
E
E
FDC
W 332
UE UE UE UE
NO
PARKING
EV SE EVSE
UE UE
UE
T
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-5.1
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:40amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
TRENCH RUN AND DETAIL
TRENCH RUN Feet
0 10 20
2
--
2
--
2
--
NATIVE SOIL BACKFILL / NEW
ASPHALT / NEW CONCRETE
SLURRY OR 90% COMPACT
BACKFILL WHERE APPLICABLE1"
24
"
M
I
N
.
VERIFY CONDUIT TYPE, SIZE, AND QUANTITY
WITH "CONDUIT AND WIRE SCHEDULE" TABLE
ON SHEET E-5
NOTE:
- DETECTABLE WARNING TAPE TO BE INSTALL THROUGHOUT THE LENGTH OF TRENCH.
SCALE:2 TRENCH DETAIL
NTS
MOVE
BACK
4'
TO
LEFT
MOVE
BACK
4'
TO
RIGHT
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
V1 11/10/23 CDIFP
AS SHOWN
03/22/2024
E-6
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
RW
DLH
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
DWG: C:\Users\DeDe\AppData\Local\Temp\AcPublish_6920\SCE-SAMUEL, SON & CO_AHJ CORRECTIONS_20240116.dwg BY: DeDe Mar 25, 2024 - 8:11:41amPROJ:P-
A 01/16/24 AHJ CORRECTIONS
B 03/22/24 AHJ CORRECTIONS
SPECIFICATION SHEET
”
”
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
0 10/20/23 FOR REVIEW
AS SHOWN
10/20/2023
S-1
LM
MK
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
GENERAL NOTES
10/20/23
SHEET NUMBER
SHEET TITLE
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
REVISION
MARK DATE DESCRIPTION
PROJECT DEVELOPER
PROJECT SITE
0 10/20/23 FOR REVIEW
AS SHOWN
10/20/2023
S-2
LM
MK
BRYTEMOVE ENERGY
12 MORGAN
IRVINE, CA 92618
TEL: (714) 908-5266
www.brytemove.com
SOUTHERN CALIFORNIA EDISON CO.
CHARGE READY PROGRAM
2244 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
TEL:(800) 655-4555
SAMUEL, SON & CO LCC
12389 LOWER AZUSA RD.
ARCADIA, CA 91006
SCE PROJECT ID: 00001402409
CONCRETE PAD DESIGN
10/20/23