SHEET NO. TITLE SHEET INDEX T1.0 TITLE SHEET C2.0 TOPOGRAPHIC SURVEY & DEMOLITION PLAN C3.0 SITE & GRADING PLAN C4.0 DETAILS E1.0 ELECTRICAL CONDUIT PLAN E3.0 ELECTRICAL SCHEDULE AND CIRCUITS R1.0 REFERENCE DRAWINGS E2.0 CONDUIT SECTIONS AND DETAILS C1.0 OVERALL SITE PLAN LOCATION MAP NOT TO SCALE TOTAL NUMBER OF SHEETS = 10 R2.0 TITLE 24 DOCUMENTS GENERAL CONTRACT NOTES: 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS SUCH AS TOOLS, EQUIPMENT, LABOR, AND INCIDENTALS REQUIRED INCLUDING THE CONSTRUCTION OF ALL PROPOSED IMPROVEMENTS SHOWN ON THE PLANS AND AS SPECIFIED BY THE GOVERNING STANDARDS AND/OR THE CIVIL AND ELECTRICAL ENGINEERS. 2. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 3. IF DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL REPLACE IN KIND ALL EXISTING STRUCTURES, WALKWAYS, CURB & GUTTER, LANDSCAPING, AND/OR OTHER IMPROVEMENTS TO AN EXISTING OR BETTER CONDITION. 4. CONTRACTOR SHALL REPLACE ALL EXISTING STRIPING, SIGNAGE AND MARKINGS DAMAGED DUE TO PROJECT CONSTRUCTION ACTIVITIES. 5. ALL WORK SHALL BE CONFINED WITHIN THE EASEMENTS AND/OR CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A PERMIT OR NOTICE TO PROCEED HAS BEEN ISSUED. 7. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) TWO (2) DAYS PRIOR TO BEGINNING ANY EXCAVATION. 8. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSE OF CONSTRUCTING THE IMPROVEMENTS DELINEATED ON THE PLANS AND TRANSITION THERETO. 9. ALL BILL OF MATERIALS AND/OR EQUIPMENT SHALL BE PROVIDED AS SPECIFIED WITHIN THIS SET OR APPROVED EQUAL. ALL BILL OF MATERIALS AND/OR EQUIPMENT SHALL MATCH THE SAME QUALITY AND CAPACITY AS INDICATED HEREIN. 10. CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IDENTIFIED BY THE PROFESSIONAL ENGINEERING SEAL AND SIGNATURE ON THESE PLANS, OF ANY SITE CONDITION(S) AND/OR DESIGN INFORMATION THAT PREVENTS THE CONTRACTOR FROM COMPLYING WITH THE LAWS, REGULATIONS AND/OR BUILDING CODES. PROJECT LOCATION: PROJECT IS LOCATED AT: 1500 S MCDONNELL AVE COMMERCE, CA 90040 APN: 5244-005-905 SCOPE OF EV IMPROVEMENT WORK: 1. SITE AND ELECTRICAL INFRASTRUCTURE IMPROVEMENTS FOR INSTALLATION OF EV CHARGERS. 2. IMPACTED EXISTING PARKING = 11 TOTAL SPACES; 11 STANDARD SPACES 3. EV CHARGER INSTALLATION PERFORMED BY OTHERS. 4. WORK DONE BY THE TRANSMISSION AND DISTRIBUTION CONSULTANT (T&D) IS SHOWN FOR REFERENCE ONLY. PROPOSED EV CHARGER TABULATION EV CHARGER NO. OF EVSE(S) NO. OF PORT(S) SINGLE (LEVEL 2) 10 10 DUAL (LEVEL 2) 0 0 TOTAL TOTAL EVSE(S) = 10 TOTAL PORT(S) = 10 CBC 11B-228.3.2.1 REQUIRES EV CHARGING ACCESSIBLE STALL(S) TO BE INSTALLED. 5 TO 25 PORTS = 1 VAN ADA AND 1 STANDARD ADA (SEE PLANS FOR LOCATION) LIST OF CONSULTANTS: CIVIL: ELECTRICAL: DAVID MOWRY BLAIR CHURCH & FLYNN 451 CLOVIS AVE. STE 200 CLOVIS, CA 93612 (559) 326-1400 BRIAN DUFFY BLAIR CHURCH & FLYNN 451 CLOVIS AVE. STE 200 CLOVIS, CA 93612 (559) 326-1400 SCE PROJECT MANAGER: DUSTIN UNDERWOOD SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE FONTANA, CA 92337 (559) 331-2426 OWNER/REPRESENTATIVE INFORMATION: LOS ANGELES COUNTY 1500 S MCDONNELL AVE COMMERCE, CA 90040 TELEPHONE: (562) 417-6077 CONTACT: LAURA IANNACCONE T1.0 Date Signed: 12/16/2022 OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_ti01.dwg; 1 Title Sheet - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:18pm 00001389406 Date Signed: 12/16/2022 PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 5 710 S ARIZONA AVE E OLYMPIC BLVD
S ATLANTIC BLVD E WASHINGTON BLVD
S ATLANTIC BLVD GOODRICH BLVD PROJECT LOCATION SURVEY NOTE: THIS TOPOGRAPHIC SURVEY LOCATES SPECIFIC PHYSICAL FEATURES OF THE SITE AND THEIR ELEVATION AS DETERMINED NECESSARY BY THE PROJECT ENGINEER. IT IS NOT A COMPLETE TOPOGRAPHIC SURVEY OF THE SITE. THE INFORMATION SHOWN REFLECTS THE DATA OBTAINED BY FIELD SURVEY CONDUCTED ON JULY 13, 2022. UTILITY NOTE: UTILITY INFORMATION SHOWN HEREON IS BASED ON RECORD INFORMATION SUPPLIED TO THE ENGINEER BY UTILITY COMPANIES, PUBLIC AGENCIES AND THE PROPERTY OWNER, TOGETHER WITH EVIDENCE GATHERED FROM GPR LOCATING METHODS AND OBSERVATION OF VISIBLE EVIDENCE BY A FIELD SURVEY. THE ENGINEER CAN MAKE NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF THE UNDERGROUND UTILITY FACILITIES SHOWN. PRIOR TO ANY SITE EXCAVATIONS, THE CONTRACTOR SHALL CONTACT THE OWNER AND UNDERGROUND SERVICE ALERT (U.S.A.) AND REQUEST THAT THEY IDENTIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AT THE SITE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. BENCHMARK: BENCHMARK: CNPT #10 ELEVATION: 106.82 FT ELEVATIONS ARE BASED ON NAVD88 AND DERIVED FROM AN AVERAGED GPS OBSERVATION UTILIZING THE LEICA SMARTNET NETWORK. 1 TITLE SHEET SANTA ANA FWY LONG BEACH FWY DESIGN CRITERIA: CALIFORNIA BUILDING CODE (CBC) 2019 CALIFORNIA ELECTRICAL CODE (CEC) 2019 NATIONAL ELECTRICAL CODE (NEC) 2017 LOS ANGELES COUNTY BUILDING CODE 2017 LOS ANGELES COUNTY GREEN BUILDING CODE STANDARDS 2017 LOS ANGELES COUNTY ELECTRICAL CODE 2017 GENERAL GRADING AND DRAINAGE NOTES: THE REQUIREMENTS AND INFORMATION SET OUT BELOW ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE AND DO NOT ENCOMPASS ALL PROJECT REQUIREMENTS DESCRIBED BY THE PROJECT PLANS AND SPECIFICATIONS AND/OR APPLICABLE LAWS, REGULATIONS AND/OR BUILDING CODES. 1. CONSTRUCTION OF ALL PROJECT SITE IMPROVEMENTS SUBJECT TO ADA ACCESS COMPLIANCE, INCLUDING ACCESSIBLE PATH OF TRAVEL, CURB RETURNS, PARKING STALL(S) AND UNLOADING AREAS, BARRIER FREE AMENITIES AND/OR OTHER APPLICABLE SITE IMPROVEMENTS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT, CALIFORNIA TITLE 24, AND THE CALIFORNIA BUILDING CODE, CURRENT EDITION(S). 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES AND SLOPES PRIOR TO THE PLACEMENT OF CONCRETE AND/OR PAVEMENT FOR CONFORMANCE WITH ADA ACCESS COMPLIANCE REQUIREMENTS. EXAMPLES OF MINIMUM AND MAXIMUM LIMITS RELATED TO ADA ACCESS COMPLIANCE INCLUDE, BUT ARE NOT LIMITED TO: A) ACCESSIBLE PATH OF TRAVEL CROSS-SLOPE SHALL NOT EXCEED 2.00% B) ACCESSIBLE PATH OF TRAVEL LONGITUDINAL SLOPES SHALL NOT EXCEED 5.00% C) RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33% WALKS SHALL NOT HAVE LESS THAN 48 INCHES IN UNOBSTRUCTED WIDTH 3. CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IDENTIFIED BY THE PROFESSIONAL ENGINEERING SEAL AND SIGNATURE ON THESE PLANS, OF ANY SITE CONDITION(S) AND/OR DESIGN INFORMATION THAT PREVENTS THE CONTRACTOR FROM COMPLYING WITH THE LAWS, REGULATIONS AND/OR BUILDING CODES GOVERNING ADA ACCESS COMPLIANCE. 4. GROUND SLOPES AWAY FROM BUILDING PADS IN LANDSCAPED OR DIRT AREAS SHALL BE NO LESS THAN 5.0% FOR AT LEAST TEN (10) FEET, OR AS OTHERWISE NOTED ON THE PLANS. 5. DRAINAGE SHALL NOT BE ALLOWED ONTO ADJACENT PROPERTY. 6. ALL FILL MATERIAL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE PLACED UNDER THE DIRECTION OF A LICENSED GEOTECHNICAL ENGINEER, AND IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS. A SOILS COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD AS REQUIRED BY THE PROJECT SPECIFICATIONS. 7. THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS REQUIRED BY THE PROJECT SPECIFICATIONS, AND BY GOVERNING PUBLIC AGENCIES. 8. THE CONTRACTOR SHALL IMPLEMENT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS REQUIRED BY THE PROJECT SPECIFICATIONS. 9. CONTRACTOR TO MATCH EXISTING PAVEMENT GRADE AT ALL NEW PAVEMENT LOCATIONS UNLESS OTHERWISE NOTED ON THE PLANS.
OWNER: HE & E TRIGGS LLC APN: 5244-005-008 OWNER: 4900 TRIGGS LLC APN: 5244-005-007 OWNER: COMMERCE CITY APN: 5244-005-903 OWNER: COMMERCE CITY APN: 5244-005-902 OWNER: MILTON BROWN PROPERTIES APN: 5244-005-002 OWNER: COMMERCE CITY APN: 5244-005-904 OWNER: LA COUNTY APN: 5244-005-905 OWNER: LA COUNTY APN: 5244-005-906 OWNER: SBE PAR 5 MAP 843-19-73 3 PTS UNION PACIFIC R R CO APN: 5244-007-802 OWNER: SBE PAR 5 MAP 843-19-73 3 PTS UNION PACIFIC R R CO APN: 5244-008-804 OWNER: SBE PAR 6 MAP 843-19-73 2 PTS UNION PACIFIC R R CO APN: 5244-007-801 OWNER: SBE PAR 6 MAP 843-19-73 3 PTS UNION PACIFIC R R CO APN: 5244-008-803 OWNER: SBE PAR 1 MAP 843-19-73 2 PTS UNION PACIFIC R R CO APN: 5244-008-802 OWNER: SBE PAR 2 MAP 843-19-73 2 PTS UNION PACIFIC R R CO APN: 5244-008-801 DUNHAM ST
S MCDONNELL AVE
S MCBRIDE AVE SANTA ANA FWY 5
LONG BEACH FWY 710
S DUNCAN AVENUE ONLY EV CHARGING ONLY EV CHARGING PARKING NO 28"28" 24" ONLY EV CHARGING
ONLY EV CHARGING
PARKING NO 161.45 161.20 28" 28" 24" SYMBOL LEGEND: EXISTING PROPERTY LINE EXISTING PATH OF TRAVEL PROPOSED ACCESSIBLE ROUTE AREA OF WORK OVERALL SITE PLAN 0 25 50 100 150 200 SCALE IN FEET SCALE: 1"=100' C1.0 Date Signed: 12/16/2022 OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_si01.dwg; 2 Overall Site Plan - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:19pm PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 00001389406 2 PROJECT LOCATION SEE SITE & GRADING PLAN ON SHEET C3.0, AND ELECTRICAL CONDUIT PLAN ON SHEET E1.0 ACCESSIBLE NOTES: 1. ENGINEER HAS SURVEYED/INSPECTED THE PATH OF TRAVEL (P.O.T.) AS INDICATED ON THE PLANS AND HAS FOUND IT TO BE, OR HAS INDICATED ON THE PLANS REMEDIAL WORK WHICH WOULD CAUSE IT TO BE, A BARRIER FREE ACCESSIBLE ROUTE: · AT LEAST 48" IN WIDTH; OR AS APPROVED BY CODE. · WITHOUT ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAXIMUM SLOPE, OR VERTICAL. LEVEL CHANGES EXCEEDING 1/4"; · WITH A FIRM, STABLE, AND SLIP RESISTANT WALKING SURFACE; · WITH A RUNNING SLOPE OF 1:20 OR LESS, UNLESS OTHERWISE INDICATED, AND A CROSS SLOPE OF 1:50 OR LESS; · IS FREE OF OVERHEAD OBSTRUCTIONS WITHIN 80" ABOVE THE WALKING SURFACE; AND · IS FREE OF OBJECTS WHICH PROTRUDE MORE THAN 4" BETWEEN THE HEIGHTS OF 27" AND 80" ABOVE THE WALKING SURFACE. AE1.0 ENLARGED ACCESIBLE ROUTE SCALE=1''=10' 161.45 161.20 GUY (SDFL161.87) (SDFL162.11) (SDFL160.37) 28" 28" 24" PP IVAIVA (BM160.82) GUY EXISTING SCE SERVICE RISER ON EXISTING POWER POLE 4747272E, 277/480, 3P, 16KV EXISTING TRASH BIN EXISTING SCE POLE 1455761E 1 1 2 3 3 3 3 4 4 5 (TYP) 7 8 14 9 1012 12 11 (TYP) 12 9 13 6 6 11 125 8 11 TOPOGRAPHIC SURVEY & DEMOLITION PLAN SCALE IN FEET 0 5 10 20 SCALE: 1"=10' C2.0 Date Signed: 12/16/2022 OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_ts01.dwg; 3 Topographic Survey - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:19pm 00001389406 PLAN CHECK NUMBER: ################### 1 Date Signed: - Date Signed: 12/16/2022 # COMMENTS PLAN CHECK NUMBER: ################### 2 # COMMENTS PLAN CHECK NUMBER: ################### 3 # COMMENTS PLAN CHECK NUMBER: ################### 4 # COMMENTS PLAN CHECK NUMBER: ################### 5 # COMMENTS PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 Date Signed: - TOPOGRAPHIC LEGEND: AC ASPHALT CONCRETE ACE ASPHALT CONCRETE EDGE BW BLOCK WALL C CONCRETE CE CONCRETE EDGE DWY DRIVEWAY FF FINISH FLOOR GB GRADE BREAK GFL GUTTER FLOWLINE LIP LIP OF GUTTER SDFL STORM DRAIN FLOWLINE T TURF TBW TOP BACK OF WALK TFC TOP FACE OF CURB TFW TOP FACE OF WALK WCR WHEELCHAIR RAMP BENCHMARK (161.50) EXISTING ELEVATION SURVEY CONTROL POINT DOOR/GATE FIRE HYDRANT GUY WIRE ANCHOR INTERNATIONAL SYMBOL OF ACCESSIBILITY IRRIGATION VALVE POWER POLE SIGN STREET LIGHT TREE; SPREAD SHOWN GRAPHICALLY AND TRUNK DIAMETER AS SHOWN WHEELSTOP EXISTING ASPHALT CONCRETE PAVEMENT EXISTING BUILDING EXISTING CONCRETE EXISTING CONCRETE BLOCK WALL CHAIN LINK FENCE STRIPING ELECTRICAL LINE FIRE LINE STORM DRAIN LINE (BM106.82) 161.45GUYIVAPP28" 3 DEMOLITION NOTES: 1. THE "LIMIT OF DEMOLITION" SHOWN IS APPROXIMATE AND IS GENERALLY CONSIDERED TO BE THE MINIMUM REMOVAL REQUIREMENTS. CONTRACTOR MUST COORDINATE AS NOTED IN THE LEGEND. 2. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS OFF SITE. 3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY IMPROVEMENTS NOT SPECIFICALLY DESIGNATED FOR REMOVAL. 4. THE ON-SITE UNDERGROUND UTILITIES SHOWN ON THIS SHEET ARE AT AN APPROXIMATE LOCATION. THE EXTENT, LOCATIONS AND SIZES ARE UNKNOWN. THE CONTRACTOR SHALL POTHOLE TO LOCATE AND VERIFY THE UNDERGROUND UTILITY LINES PRIOR TO REMOVAL. 5. CONTRACTOR TO PROTECT AND PRESERVE IN PLACE ANY FOUND SURVEY MONUMENTS. ANY MONUMENTS DISTURBED SHALL BE RESET BY A LICENSED SURVEYOR AND THE APPROPRIATE PAPERWORK FILED WITH THE CITY OR COUNTY. 6. ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE DEMOLITION SHALL BE REMEDIATED AND DISPOSED OF PER STATE AND EPA REQUIREMENTS. 7. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY AGENCIES PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. 8. ANY EXISTING UTILITIES AND/OR IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE OWNER AND AGENCY HAVING AUTHORITY, AT THE CONTRACTOR'S SOLE EXPENSE. DEMOLITION LEGEND: PROTECT EXISTING ASPHALT CONCRETE PAVEMENT TO REMAIN PROTECT EXISTING BUILDING TO REMAIN PROTECT EXISTING CONCRETE CURB TO REMAIN PROTECT EXISTING CONCRETE SIDEWALK TO REMAIN PROTECT EXISTING CONCRETE WHEELSTOP TO REMAIN PROTECT EXISTING CONCRETE CURB & GUTTER TO REMAIN PROTECT EXISTING UTILITY TO REMAIN REMOVE AND LAWFULLY DISPOSE OF ASPHALT CONCRETE PAVEMENT: 266 S.F. REMOVE AND LAWFULLY DISPOSE OF CONCRETE CURB: 17 S.F. REMOVE AND LAWFULLY DISPOSE OF CONCRETE SIDEWALK: 341 S.F. REMOVE AND LAWFULLY DISPOSE OF CONCRETE WHEELSTOP REMOVE AND LAWFULLY DISPOSE OF LANDSCAPE: 93 S.F. REMOVE AND LAWFULLY DISPOSE OF CONCRETE CURB & GUTTER: 63 S.F. SAWCUT LIMIT OF STRIPING REMOVAL REMOVE EXISTING IMPROVEMENTS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS SHOWN ON THESE PLANS UNLESS OTHERWISE NOTED ON THE PLAN. THE REMOVAL OF IMPROVEMENTS MUST BE COORDINATED WITH ALL PLAN SHEETS. CONTRACTOR MUST ALSO COORDINATE REMOVAL OF IMPROVEMENTS WITH UTILITY AGENCIES. PROTECT ALL IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. SEE NOTE 1 1234567891011121314 161.45 161.20 GUY 28" 28" 24" PP IVAIVA (BM160.82) GUY EXISTING SCE SERVICE RISER ON EXISTING POWER POLE 4747272E, 277/480, 3P, 16KV EXISTING TRASH BIN EXISTING SCE POLE 1455761E ONLY EV CHARGING ONLY EV CHARGING PARKING NO PFLMC
SCE A B G M (TYP) N
7' 6'-6" 18' 18' 18'
62'-2" 2 1 10 9 8 7 6 5 4 3 9' 5' 12'
18'
(TYP) 9' (TYP)
17'
(TYP) D (TYP) 9'-6"3'-9" 30'-6" SEE NOTE 4 O C I 161.20 ONLY EV CHARGING ONLY EV CHARGING PARKING NO E H F K P (TYP) C ± 161.12 MATCH C ± 161.18 C 160.63 MATCH C 160.74 C 160.79 C 160.68
0.9% C ± 161.28 MATCH C ± 161.37 MATCH 4.9% 4.4%
1.7%
1.7% 4.8% 4.6%
1.4% GFL ± 160.50 MATCH L ± 160.61 MATCH
5.1% L ± 160.62 MATCH GFL 160.58 3.2%
1.9% L=P ± 160.64 MATCH GFL=C160.60 GFL=C160.64 L=P160.68
1.9%0.8% 0.8% L=P160.72 TC 161.26 C 160.69 TC 161.23 TC 161.23 TC ± 161.22 MATCH L ± 160.78 MATCH
7.7% L=P160.75 L=P160.76 C ± 160.88 MATCH
1.6% C ± 160.86 MATCH C ± 160.79 MATCH P ± 160.86 MATCH P ± 160.84 MATCH 0.6%
1.2% 10' 8' 12'-6"
15'-10"
1'
6'-6" 6"
6"
2'-2" 6'-1" 9'-10"
1.9% GFL 160.65
2%
1.8%
0.5% 18'-6" 2'
9'-10" 1% 0.6% 9.4% 1.4% C 160.71 C 160.72 C 160.59 F J L SITE & GRADING PLAN SCALE IN FEET 0 5 10 20 SCALE: 1"=10' CONSTRUCTION LEGEND: 2' WIDE ELECTRICAL UTILITY TRENCH. TRENCH, BACKFILL AND RESURFACING PER DETAIL [C/E2.0] BACKFILL TRENCH IN AREAS UNDER EXISTING CURB OR CURB AND GUTTER TO REMAIN WITH 2 SACK CEMENT SLURRY MIX PER SPECIFICATIONS. SUPPORT SUSPENDED CURB AS REQUIRED DURING EXCAVATION. ALTERNATIVE OPTION TO REMOVE AND REPLACE EXISTING CURB PER DETAIL [H/C4.0] AT CONTRACTOR'S DISCRETION CONSTRUCT ASPHALT CONCRETE PAVEMENT PER DETAIL [I/C4.0] FURNISH AND INSTALL POST MOUNTED UNISTRUT PER DETAIL [K/C4.0] CONSTRUCT CURB AND GUTTER PER DETAIL [E/C4.0] CONSTRUCT BLENDED TRANSITION PER DETAIL [J/C4.0] FURNISH AND INSTALL CONCRETE WHEELSTOPS PER DETAIL [C/C4.0] FURNISH AND INSTALL TRUNCATED DOMES PER DETAIL [D/C4.0] FURNISH AND INSTALL FIXED ACCESSIBLE CHARGING SIGN PER DETAIL [B/C4.0] FURNISH, INSTALL AND PAINT ACCESSIBLE EV CHARGING STALLS PER DETAIL [A/C4.0] PAINT 4" WIDE WHITE PERIMETER LINE WITH 4" WIDE WHITE DIAGONAL LINES AT 3' ON CENTER PAINT 4" WIDE WHITE STRIPE CONSTRUCT EQUIPMENT PAD PER DETAIL [F/C4.0]. EQUIPMENT PAD SHALL BE POURED FLUSH WITH ADJACENT IMPROVEMENTS CONSTRUCT EV CHARGER CONCRETE PAD PER DETAIL [D/E2.0] FOR TEMPORARY TERMINAL BLOCK SEE ELECTRICAL CONDUIT PLAN FOR ADDITIONAL ELECTRICAL IMPROVEMENTS CONSTRUCT EDGE PROTECTION PER DETAIL [G/C4.0] PROPOSED WEBASTO [MODEL TURBO DX] SINGLE CHARGE PORT STYLE CHARGER TO BE INSTALLED BY OTHERS. SEE DETAILS [B/R1.0] & [C/R1.0] (SHOWN FOR REFERENCE ONLY) PROPOSED WHITE STRIPING IMPROVEMENTS LIMITS OF ASPHALT CONCRETE PAVEMENT IMPROVEMENTS LIMITS OF CONCRETE IMPROVEMENTS LIMITS OF TRUNCATED DOMES ABCDEFGHIJKLMNOP NOTES: 1. SEE GENERAL GRADING AND DRAINAGE NOTES ON SHEET 1. 2. ACCESSIBLE EV CHARGING STALLS TO COMPLY WITH CBC 11B-812. 3. OPERABLE PARTS AND CHARGING CORD SHALL COMPLY WITH 2019 CBC 11B-309. 4. 48"X30" CLEAR GROUND SPACE FROM FRONT FACE OF CHARGER WITH MAXIMUM 2% SURFACE SLOPE IN ALL DIRECTIONS. 5. ALL OPERABLE PARTS AND CONTROLS SHALL BE 15 TO 48 INCHES ABOVE THE CLEAR GROUND SPACE FOR BOTH FORWARD AND SIDE APPROACHES PER 2019 CBC 11B-308. SEE SHEET R1.0 FOR CHARGER ELEVATIONS. 6. OPERABLE PARTS ON ALL ACCESSIBLE EV CHARGERS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 7. MAXIMUM OF 2% SURFACE SLOPE IN ALL DIRECTIONS AT ACCESSIBLE STALLS AND ACCESS AISLES. C3.0 Date Signed: 12/16/2022 OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_si02.dwg; 4 Site and Grading Plan - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:19pm PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 00001389406 PROPOSED EV CHARGING EVSE-# STALL/CHARGE PORT # CHARGE PORT TYPE 1 VAN ACCESSIBLE 2 STANDARD ACCESSIBLE 3 STANDARD 4 STANDARD 5 STANDARD 6 STANDARD 12 3 4 5 6 7 8 9 10 4 AC3.0 ENLARGED GRADING PLAN SCALE= 1'=5'' GRADING LEGEND: C CONCRETE TC TOP OF CURB L LIP OF GUTTER GFL GUTTER FLOW LINE P PAVEMENT NEW FINISHED SURFACE GRADE DIRECTION OF DRAINAGE C 161.37 ± 4% ONLY EV CHARGING PARKING NO 12' (MIN) 5' (MIN) 9' (MIN) 18' (MIN)
6" 6" 6"
2' (MIN)
2' (MIN) MAXIMUM OF 2% SURFACE SLOPE IN ALL DIRECTIONS AT ACCESSIBLE STALLS AND ACCESS AISLES PER CBC 11B-812 (TYP) PAINT 4" WIDE WHITE PERIMETER LINE WITH 4" WIDE WHITE DIAGONAL LINES AT 3' ON CENTER PAINT 4" WIDE WHITE STRIPE (TYP) PAINT 12" HIGH WHITE "EV CHARGING ONLY" WORDING PAINT 12" HIGH WHITE "NO PARKING" WORDING NOTES: 1. ACCESSIBLE EV CHARGING STALLS TO COMPLY WITH CBC 11B-812. 2. ACCESSIBLE EV CHARGING STALLS SHALL BE MARKED PER CBC 11B-812.9. 3' (TYP) ONLY EV CHARGING SECTION A-A PLAN VIEW AA 2'(MIN) - 3'(MAX) 3'(MIN) - 4'(MAX) 6" 9" 9" 2 EACH 5/8" HOLE FOR 1/2" REBAR 212" 5"(MIN) 512
"(MAX) 212"
12" 712"(MIN) 8"(MAX) PRECAST CONCRETE WHEELSTOP 1/2" RADIUS CORNER (TYP) 1/2"X12" REBAR ANCHOR EMBEDDED INTO PAVEMENT FINISHED SURFACE PRECAST CONCRETE WHEELSTOP FACE OF CURB OR EDGE OF SIDEWALK PARKING STALL STRIPE
0.2" SECTION 1. THE DETECTABLE WARNING SHALL VISUALLY CONTRAST 70% WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL USED SHALL BE A INTEGRAL PART OF THE WALKING SURFACE. 2. THE DOMES SHALL BE MANUFACTURED BY SAFETY STEP TD OR APPROVED EQUAL. 3. ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, ARTICLES 2, 3 AND 4. PLAN 0.45" 0.9"
2.35"
36" MIN. 2.35" BACK OF CURB OR BOTTOM OF RAMP NOTES: 10" 22" 12" CONCRETE 6" TC= (SEE PLAN) 1/2" RADIUS (TYP)
6"
1-1/2"
1/8" TO 1/4"COMPACTED SOIL SUBGRADE NEW PAVEMENT G= (SEE PLAN) IN PLANTER AREAS = 2" IN TURF SOD AREAS = 1/2" IN TURF SEED AREAS = 0" WIDTH VARIES (SEE PLANS) 3" (TYP) 6"
6" #4 @ 12" O.C. BOTH WAYS FINISHED SURFACE CONCRETE CURB, WHEN APPLICABLE, SEE PLAN COMPACT 12" OF NATIVE SOIL MATERIAL TO MINIMUM 95% RELATIVE COMPACTION PER ASTM D1557 3"CLR. 6" 12" RADIUS IN PLANTER AREAS = 3" EQUIPMENT CONCRETE PAD MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 2,500 PSI REQUIRED 7' 3' 9' 3' 7'-8" 8'-6"
1'-6" 6'-6" 29'-8" 6' 5%MAX 5%MAX
6" EDGE PROTECTION PER DETAIL GC4.0 CONCRETE CURB AND GUTTER PER DETAIL EC4.0 FINISHED CONCRETE OR GROUND SURFACE 2" SCH. 40 GALV. STEEL POST 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 FASTENER: 1/4" DIA. HEX. BOLT W/ LOCK WASHER 1-1/2" FROM TOP AND BOTTOM OF SIGN GALV. STEEL POST CAP CONCRETE NOTE: AS AN ALTERNATE, A SINGLE SIGN INCLUDING LEGEND AS SHOWN AT RIGHT MAY BE USED. 1" HIGH WHITE LETTERS, ALL REFLECTIVE SHEETING 12" 12"
7" 4" 6'-8" (MIN)
CLEAR
3' (MIN) 3" 8"
4"12"
14" IN PLANTER AREAS = 1" IN TURF AREAS = 1/2" J C4.0 COMPACT 12" OF NATIVE SOIL MATERIAL TO MINIMUM 90% RELATIVE COMPACTION PER ASTM D1557 12" 6"
VARIES CONCRETE BLENDED TRANSITION PER DETAIL 1/2"R (TYP) WRAP DOWEL BAR WITH PAPER AND APPLY BOND BREAKER 4" 18" SIMPSON SET-XP HIGH-STRENGTH ANCHORING ADHESIVE (ICC ESR-2508) EXISTING CONCRETE CURB PROPOSED CONCRETE CURB SECTION A-A 12" 10" 6" VARIES, (SEE PLAN) FINISHED GRADE CONCRETE 1/2" RADIUS IN PLANTER AREAS = 2" IN TURF SOD AREAS = 1/2" IN TURF SEED AREAS = 0" #4 SMOOTH DOWEL SEE SECTION A-A. AA #4 CONT., TYP 6' 1'-6"3'-6"
3"
(CLR) CLASS "B" CONCRETE FOOTING PROVIDE GALVANIZED 3-1/2" POST CAP FITTING SECURED TO POST 2'-2" 1'-11" EXISTING SURFACE 3-1/2" GALVANIZED STEEL POST B22SH-120GLV UNISTRUT (TYP) 5" 2'-2" 5" EATON B2016 PIPE CLAMP B22SH-120GLV UNISTRUT (TYP) PLAN VIEW A A SECTION A-A NOTE: MAX WEIGHT: 600LBS STANDARD DUTY SOIL STERILANT 7" AGGREGATE BASE, CLASS 2 3" ASPHALTIC CONCRETE, TYPE B, WITH 1/2" MAX. AGGREGATE IN TOP LIFT AND 3/4" MAX. AGGREGATE IN BASE LIFTS. ASPHALTIC BASED SEAL COAT, "GUARD TOP" OR APPROVED EQUAL. COMPACT 12" OF NATIVE SOIL MATERIAL TO MINIMUM 95% RELATIVE COMPACTION PER ASTM D1557 DETAILS C4.0 Date Signed: 12/16/2022 OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_dt01.dwg; 6 Details - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:19pm PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 00001389406 AC4.0 ACCESSIBLE EV CHARGING STALLS NOT TO SCALE CC4.0 CONCRETE WHEELSTOP NOT TO SCALE DC4.0 TRUNCATED DOMES NOT TO SCALE EC4.0 CONCRETE CURB AND GUTTER NOT TO SCALE FC4.0 EQUIPMENT PAD NOT TO SCALE 5 J C4.0 ACCESSIBLE BLENDED TRANSITION DETAIL NOT TO SCALE BC4.0 FIXED ACCESSIBLE CHARGING SIGN NOT TO SCALE GC4.0 EDGE PROTECTION NOT TO SCALE HC4.0 CONCRETE CURB NOT TO SCALE KC4.0 POST MOUNTED UNISTRUT NOT TO SCALE I C4.0 ASPHALT CONCRETE PAVEMENT NOT TO SCALE 161.45 161.20 GUY 28" 28" 24" PP IVAIVA (BM160.82) GUY EXISTING SCE SERVICE RISER ON EXISTING POWER POLE 4747272E, 277/480, 3P, 16KV EXISTING TRASH BIN EXISTING SCE POLE 1455761E B A D E (P1) (K7) (K1-K6) (K1) (K6) (K5-K6) (K4-K6) (K3) ONLY EV CHARGING ONLY EV CHARGING PARKING NO PFLMC SCE EVSE-1 EVSE-2 EVSE-3 EVSE-6 EVSE-5 EVSE-4 (K3 - K6) (TYP) (TYP) 2 1 10 9 8 7 6 5 4 3 (TYP) C 18' 18' 18' 6'-6" ELECTRICAL CONDUIT PLAN SCALE IN FEET 0 5 10 20 SCALE: 1"=10' ELECTRICAL NOTES: 1. ELECTRICAL UTILITY LINE TO BE PROTECTED IN PLACE WHEN POSSIBLE. IF EXISTING LINES INTRODUCE EXCESSIVE CONSTRAINTS DURING THE INSTALLATION OF THE ELECTRICAL EQUIPMENT, REMOVE AND RELOCATE EXISTING LINES AS NEEDED, USING THE PROPOSED UTILITY TRENCH. IF THE ELECTRICAL LINE CANNOT BE SALVAGED THE CONTRACTOR MUST LAWFULLY DISPOSE OF THE ELECTRICAL LINE AND REPLACE WITH LIKE-IN-KIND. 2. ALL ELECTRICAL POWER IN CLOSE PROXIMITY TO THE INSTALLATION OF THE ELECTRICAL EQUIPMENT MUST BE POWERED OFF PRIOR TO THE START OF CONSTRUCTION, TO PREVENT ANY ELECTRICAL INJURIES. 3. HAND DIG ALL UTILITIES IN CLOSE PROXIMITY TO THE INSTALLATION OF THE ELECTRICAL EQUIPMENT TO AVOID DAMAGING ANY UTILITY LINE. 4. SEE SINGLE LINE DIAGRAM ON SHEET E3.0. 5. SEE CONDUIT SCHEDULE FOR WIRE SIZE, CONDUIT FILL AND WIRE TAGS. 6. THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION. 7. WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF ELECTRODES. 8. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24". 9. PER CEC/NEC 110.26 "ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH EQUIPMENT." 10. CONDUIT BODIES SHALL BE USED AS NEEDED TO MAINTAIN LESS THAN 360° OF CONDUIT BENDS BETWEEN PULL POINTS. ELECTRICAL LEGEND: FURNISH AND INSTALL 400 AMP SERVICE CT METER AND MAIN PANELBOARD [A/E2.0] FURNISH AND INSTALL LOAD MANAGEMENT CONTROLLER TERMINAL BLOCK AND APPURTENANCES. CONSTRUCT PER DETAIL [B/E2.0] AND [E/E2.0] SEE DETAIL [A/E2.0] FOR THE FURNISHING AND INSTALLATION OF BELOW GRADE PVC CONDUIT. SEE CONDUIT SCHEDULE FOR COUNT AND CONDUIT SIZE FURNISH AND INSTALL TEMPORARY TERMINAL BLOCK AND APPURTENANCES FOR EV CHARGER. CONSTRUCT PER DETAIL [D/E2.0] GROUND ROD 12" (MIN) BELOW SURFACE PROPOSED SERVICE CT METER AND MAIN PANELBOARD PROPOSED LOAD MANAGEMENT CONTROLLER. TO BE INSTALLED BY OTHERS. (SHOWN FOR REFERENCE ONLY). 5/8" X 8' COPPER CLAD GROUND ROD, ERICO OR APPROVED EQUAL PROPOSED WEBASTO [MODEL TURBO DX] SINGLE CHARGE PORT STYLE CHARGER TO BE INSTALLED BY OTHERS. SEE DETAILS [B/R1.0] & [C/R1.0] (SHOWN FOR REFERENCE ONLY) BURIED BARE COPPER GROUND WIRE ELECTRICAL CONDUIT; SIZE AND COUNT AS NOTED SOUTHERN CALIFORNIA EDISON ELECTRICAL SERVICE SUPPLY TO METER, BY T&D (SHOWN FOR REFERENCE ONLY) ABCDELMC E1.0OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_el01.dwg; 5 Electrical Conduit Plan - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:19pm 00001389406 Date Signed: 12/16/2022 PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 6 AE1.0 CONDUIT SCHEDULE CONDUIT SCHEDULE CONDUIT NUMBER FROM TO CONDUCTORS ALL 90°C THWN-2 OR SIMILAR UNLESS NOTED OTHERWISE CONDUIT SIZE AND TYPE COMMENTS P1 EXISTING SCE POWER POLE PROPOSED SERVICE CT METER AND MAIN PANELBOARD PER SCE 4" PVC UTILITY POWER TO SERVICE CT METER K1 PROPOSED SERVICE CT METER AND MAIN PANELBOARD EVSE-1 CHARGE PORT 1 SOUTHWIRE (2) #8 AWG, (1) #8 AWG GRN GROUND, TAGGED EVSE-1 (L1, L2, GND) 1" PVC POWER WIRING AND GROUNDING TO EV CHARGERS K2 PROPOSED SERVICE CT METER AND MAIN PANELBOARD EVSE-2 CHARGE PORT 2 SOUTHWIRE (2) #8 AWG, (1) #8 AWG GRN GROUND, TAGGED EVSE-2 (L1, L2, GND) 1" PVC POWER WIRING AND GROUNDING TO EV CHARGERS K3 PROPOSED SERVICE CT METER AND MAIN PANELBOARD EVSE-3 CHARGE PORTS 3 & 4 SOUTHWIRE (4) #8 AWG, (2) #8 AWG GRN GROUND, TAGGED EVSE-3 (L1, L2, GND) 1" PVC POWER WIRING AND GROUNDING TO EV CHARGERS K4 PROPOSED SERVICE CT METER AND MAIN PANELBOARD EVSE-4 CHARGE PORTS 5 & 6 SOUTHWIRE (4) #8 AWG, (2) #8 AWG GRN GROUND, TAGGED EVSE-4 (L1, L2, GND) 1" PVC POWER WIRING AND GROUNDING TO EV CHARGERS K5 PROPOSED SERVICE CT METER AND MAIN PANELBOARD EVSE-5 CHARGE PORTS 7 & 8 SOUTHWIRE (4) #6 AWG, (2) #6 AWG GRN GROUND, TAGGED EVSE-5 (L1, L2, GND) 1" PVC POWER WIRING AND GROUNDING TO EV CHARGERS K6 PROPOSED SERVICE CT METER AND MAIN PANELBOARD EVSE-6 CHARGE PORTS 9 & 10 SOUTHWIRE (4) #6 AWG, (2) #6 AWG GRN GROUND, TAGGED EVSE-6 (L1, L2, GND) 1" PVC POWER WIRING AND GROUNDING TO EV CHARGERS K7 PROPOSED SERVICE CT METER AND MAIN PANELBOARD PROPOSED LOAD MANAGEMENT CONTROLLER SOUTHWIRE (2) #12 AWG, (1) #12 AWG GRN GROUND, TAGGED (L1, N, GND) 1" PVC/RMC POWER WIRING AND GROUNDING TO LOAD MANAGEMENT CONTROLLER 8'
3' 2' 3' 6" 2'-8" 6" 3'-8" 6" 2'-8" 6" 3'-8"
5'-4" 3' 2' 3' 8'
5'-3" (P1) (K1-K7) (K1-K6) (K7) (P1) (K1-K6) (K7) (P1)
6"
6"
6' SECTION A-A A AB B SECTION B-B PLAN VIEW 1 2 3 11 15 12 15 4 7 8 4 12 4 6 9 10 117 (TYP) FOR K1-K6 8 13 14 4 10 15 15 4 15 (TYP) 18 19 20 12" (MIN)
6"
(MIN) 112" VARIES (SEE PLAN) 7-INCH OF 3/4-INCH MEDIUM, TYPE B ASPHALT CONCRETE SAWCUT T-SECTION AND MATCH ADJACENT ASPHALT CONCRETE * PER NEC 300.5 (D)(3), UNDERGROUND SERVICE CONDUCTORS THAT ARE NOT ENCASED IN CONCRETE AND THAT ARE BURIED 450MM (18") OR MORE BELOW GRADE SHALL HAVE THEIR LOCATION IDENTIFIED BY A WARNING RIBBON THAT IS PLACED IN THE TRENCH AT LEAST 300MM (12") ABOVE THE UNDERGROUND INSTALLATION. METALLIC WARNING TAPE 95% MINIMUM RELATIVE COMPACTED NATIVE BACKFILL UNDER CONCRETE AND ASPHALT AREAS, PER ASTM D1557. 90% MINIMUM RELATIVE COMPACTED NATIVE BACKFILL UNDER LANDSCAPE AREAS, PER ASTM D1557 ELECTRICAL CONDUIT, SEE ELECTRICAL PLANS FOR SIZE AND COUNT (TYP) 24" (MAX) DEPTH, AT LEAST 12" ABOVE CONDUIT EXISTING ELECTRICAL CONDUIT WHERE APPLICABLE EXISTING ELECTRICAL CONDUIT CROSSING WHERE APPLICABLE MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24". TRENCH RESURFACING IN CONCRETE AREA TRENCH RESURFACING IN ASPHALT AREA 95% MINIMUM RELATIVE COMPACTED NATIVE MATERIAL IN TOP 2' OF TRENCH SAWCUT AND MATCH ADJACENT CONCRETE 6" (MIN) CALTRANS CLASS 3 CONCRETEEXISTING CONCRETE 6" EXISTING ASPHALT CONCRETE PAVEMENT EXISTING CURB 6" PVC ELECTRICAL CONDUIT RISER ELECTRICAL CONDUIT BEYOND. SEE ELECTRICAL PLANS 6'(MIN) CONCRETE PAD 1 2 3 4
1'
(TYP) SEE NOTE 7 2 (TYP) 5 6
24"(MIN)
1' 1'-6" A A IN PLANTER AREAS = 3" CONCRETE CURB, WHEN APPLICABLE, SEE PLAN FINISHED SURFACE 1'-8"(MIN) NOTES: 1. TERMINAL BLOCK AND TEMPORARY SUPPORT WILL BE REMOVED ONCE CHARGERS ARE INSTALLED. 2. SECURELY FASTEN PVC CONDUIT TO CONDUIT SUPPORT WITH 1/4" 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. BILL OF MATERIALS (1 UNIT) REFERENCE NUMBER ITEM QUANTITY 1 VYNCKIER VM554 ENCLOSURE 1 EA 2 VYNCKIER BACKING PLATE VMBP55A 1 EA 3 TERMINAL BLOCK BUSSMANN 14004-6, 90A, #4-14 AWG CU, 600 VAC 1 EA 4 EATON B-LINE B22SH120 HDG, 12GA, 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 SECTION A-A DUAL AND SINGLE EV CHARGER 9" 1'-6" 9"
1'-6" 4 PVC ELECTRICAL CONDUIT RISER N L1 G G-COM RMC FOR POWERFLEX LOAD MANAGEMENT CONTROLLER RMC FOR POWERFLEX LOAD MANAGEMENT CONTROLLER RMC FOR POWERFLEX LOAD MANAGEMENT CONTROLLER * ** RMC FOR POWERFLEX LOAD MANAGEMENT CONTROLLER * NOTES: 1. POWERFLEX LOAD MANAGEMENT CONTROLLER TO BE INSTALLED BY OTHERS. 2. WHEN 2 OR MORE CONDUITS ENTER THE TERMINAL BOX, BOND ALL HUBS TOGETHER AND GROUND ONE. 3. SEE CONDUIT SCHEDULE ON SHEET E1.0 FOR CONDUIT SIZE. * BONDING JUMPER #12 LOAD MANAGEMENT CONTROLLER WIRE #12 #12 (TYP) 4 1 3 (TYP) 6 5 2 (TYP) BILL OF MATERIALS REFERENCE NUMBER ITEM QUANTITY 1 ARB RGW25-M5 OR M-6 RING LUG TERMINAL BLOCKS 4 EA 2 ABB BAZH1 END STOP, ISNK900102R0000 2 EA 3 ABB CS-RGW-L CIRCUIT SEPARATOR, 1SNA519201R0000 1 EA 4 35 MM DIN RAIL 1 EA 5 HOFFMAN 6"X6"X6" SCREW COVER GALVANIZED JUNCTION BOX A6R66GV, NEMA 3R 1 EA 6 EATON STRAIGHT LIQUID TIGHT CONDUIT FITTING 1" LT100GSA, BY OTHERS DURING PHASE 2 2 EA 6' 2'-2" 1'-11" EXISTING SURFACE 5" 2'-2" 5" PLAN VIEW A A SECTION A-A 10" 1'-6" 1'-6"
1'-8" 4' (K7) POWERFLEX LOAD MANAGEMENT CONTROLLER TO BE INSTALLED BY OTHERS. (SHOWN FOR REFERENCE ONLY) BE2.0 SEE DETAIL J C4.0 SEE DETAIL 5 15 17 16 BILL OF MATERIALS [DETAILS A/E2.0 & E/E2.0] REFERENCE NUMBER ITEM QUANTITY 1 Z POWER, CT METERED SWITCHBOARD, NEMA TYPE 3R, 208/120V, 3Ø, 4W, 400 AMP, 65 KAIC FULLY RATED 1 UNIT 2 MAIN BREAKER, GE, TYPE SPECTRA RMS, 240 VOLT, SG600 FRAME, 400 AMP TRIP, 65 KAIC AT 240V, 3 POLE 1 EA 3 BRANCH BREAKER, GE, TYPE TEY, 240 VOLT, 40 AMP, 65 KAIC AT 240V, 2 POLE 10 EA 4 CANTEX CATALOGUE NO. 5144005, 1" PVC BELL END OR EQUAL 8 EA 5 1" RMC CONDUIT, CALCONDUIT OR EQUAL AR 6 #12 CONDUCTOR THWN-2 AR 7 #8 CONDUCTOR THWN-2 AR 8 #6 CONDUCTOR THWN-2 AR 9 #12 CONDUCTOR GRN INSULATION THWN-2 AR 10 #8 CONDUCTOR GRN INSULATION THWN-2 AR 11 #6 CONDUCTOR GRN INSULATION THWN-2 AR 12 #2 BARE COPPER WIRE AR 13 5/8" X 8' ERICO COPPER CLAD GROUND ROD, INSTALLED VERTICALLY WITH MIN. 1' EARTH COVER 2 EA 14 BURNDY YGHP29C2 FIGURE "6" GROUND TAP COMPRESSION FITTING, #2 TO 5/8" ROD 2 EA 15 1" SCH. 40 PVC, 18" RADIUS OR EQUAL 8 EA 16 CANTEX CATALOGUE NO. 5140045, 1" PVC FEMALE ADAPTER OR EQUAL 1 EA 17 MYERS HUB CATALOGUE NO. STG 3, 1" GROUND HUB, NEMA 3R OR EQUAL 1 EA 18 HILTI KWIK BOLT 5/8" WITH 4" EMBEDMENT AR 19 GALVANIZED NUT, 5/8" AR 20 GALVANIZED LOCK WASHER, 5/8" AR E2.0OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_dt02.dwg; 7 Conduit Sections and Details - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:19pm 00001389406 Date Signed: 12/16/2022 PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040CE2.0 TYPICAL ELECTRICAL TRENCH DETAIL NOT TO SCALE DE2.0 TEMPORARY TERMINAL BLOCK NOT TO SCALE AE2.0 SERVICE CT METER AND MAIN PANELBOARD "EV" NOT TO SCALE 7 BE2.0 POWERFLEX LOAD MANAGEMENT CONTROLLER TERMINAL BOX DETAIL NOT TO SCALE EE2.0 LOAD MANAGEMENT CONTROLLER NOT TO SCALE NOTES: 1. THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION. 2. WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF ELECTRODES. 3. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24". 4. PER CEC/NEC 110.26 "ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH EQUIPMENT." 5. ALL ABOVE GRADE CONDUIT CONSTRUCTION SHALL FOLLOW CEC/NEC 342, 344, 350, OR 358 FOR IMC, RMC, LFMC OR EMT CONSTRUCTION. 6. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED FOR TERMINATION OF ELECTRICAL CONDUCTORS RATED 75°C OR HIGHER. CONDUIT SECTIONS AND DETAILS M SERVICE CT METER AND MAIN PANELBOARD "EV", 400 AMP BUS, 400 AMP MAIN, 208Y/120V, 3Ø, 4W, 42 kAIC MINIMUM (NEMA 3R) PULL SECTION CT METERING SECTION LANDING LUGS (TYP) MAIN 400A3P 1" U.G. PVC WITH (2) #8 Cu AND (1) #8 Cu GND (TYP FOR EVSE-1 AND EVSE-2) 1 2P40A TO EVSE-1 CHARGE PORT 1 (32 FLA) 2 2P40A TO EVSE-2 CHARGE PORT 2 (32 FLA) 3 4 40A 2P 40A 2P TO EVSE-3 CHARGE PORTS 3 & 4 (32 FLA + 32 FLA) 7 8 40A 2P 40A 2P TO EVSE-5 CHARGE PORTS 7 & 8 (32 FLA + 32 FLA) 9 10 40A 2P 40A 2P TO EVSE-6 CHARGE PORTS 9 & 10 (32 FLA + 32 FLA) 1" U.G. PVC WITH (4) #6 Cu AND (2) #6 Cu GND (TYP FOR EVSE-5 AND EVSE-6) 5 6 40A 2P 40A 2P TO EVSE-4 CHARGE PORTS 5 & 6 (32 FLA + 32 FLA) 1" U.G. PVC WITH (4) #8 Cu AND (2) #8 Cu GND (TYP FOR EVSE-3 AND EVSE-4) 1P20A TO POWERFLEX LOAD MANAGEMENT CONTROLLER (1.7 FLA) 1" U.G. PVC TO TRANSITION TO 1" A.G. RMC WITH (2) #12 Cu AND (1) #12 Cu GND Δ Y 150 kVA 208Y/120V, 3Ø, 4W PROPOSED UTILITY TRANSFORMER 1455761E (kVA RATING PER SCE) CT ABC TO "EV" DISTRIBUTION SECTION G 2/0 CU MAIN BONDING JUMPER #2 BARE Cu GROUND WIRE (2) 5/8" Cu CLAD 8' GROUND ROD (P1) 400A/3P SERVICE CT METER AND MAIN SWITCHBOARD "EV' BUS AMPS: 400A NEMA: 3R MFR: Z-POWER LOC: PLANTER AREA MTG: PEDESTAL MAIN AMPS: 400A PHASE: 3 WIRES: 4 VOLTS: 208Y/120V FEEDER: UTILITY FEED FEEDER ENTRY AT: BOTTOM AIC RATING: 42,000A SYM. DESCRIPTION VOLT-AMPS BKR TRIP CKT L1 L2 L3 CKT BKR TRIP VOLT-AMPS DESCRIPTION L1 L2 L3 L1 L2 L3 EVSE-1 (CHARGE PORT 1) 3328.0 0.0 0.0 40A / 2P 1 2 40A / 2P 3328.0 0.0 0.0 EVSE-2 (CHARGE PORT 2) 0.0 3328.0 0.0 3 4 0.0 3328.0 0.0 EVSE-3 (CHARGE PORT 3) 0.0 0.0 3328.0 40A / 2P 5 6 40A / 2P 0.0 0.0 3328.0 EVSE-3 (CHARGE PORT 4) 3328.0 0.0 0.0 7 8 3328.0 0.0 0.0 EVSE-4 (CHARGE PORT 5) 0.0 3328.0 0.0 40A / 2P 9 10 40A / 2P 0.0 3328.0 0.0 EVSE-4 (CHARGE PORT 6) 0.0 0.0 3328.0 11 12 0.0 0.0 3328.0 EVSE-5 (CHARGE PORT 7) 3328.0 0.0 0.0 40A / 2P 13 14 40A / 2P 3328.0 0.0 0.0 EVSE-5 (CHARGE PORT 8) 0.0 3328.0 0.0 15 16 0.0 3328.0 0.0 EVSE-6 (CHARGE PORT 9) 0.0 0.0 3328.0 40A / 2P 17 18 40A / 2P 0.0 0.0 3328.0 EVSE-6 (CHARGE PORT 10) 3328.0 0.0 0.0 19 20 3328.0 0.0 0.0 LOAD MANAGEMENT CONTROLLER 0.0 204.0 0.0 20A / 1P 21 22 - 0.0 0.0 0.0 BLANK BLANK 0.0 0.0 0.0 - 23 24 - 0.0 0.0 0.0 BLANK CONNECTED LOAD > 13312.0 10188.0 9984.0 ESTIMATED TOTAL VOLT-AMPERES 13312.0 9984.0 9984.0 < CONNECTED LOAD LINE 1 AMP: 221.9A L1 L2 L3 REMARKS: LINE 2 AMP: 168.1A 26624.0 VA 20172.0 VA 19968.0 VA 70.3KVA TOTAL ESTIMATED CONNECTED LOAD: 243.8A @ 3PH, 208V (AT 125% CONTINUOUS LOAD, 0.95 POWER FACTOR) LINE 3 AMP: 166.4A ELECTRICAL SCHEDULE AND CIRCUITS E3.0OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_dt03.dwg; 8 Electrical Schedule and Circuits - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:19pm 00001389406 Date Signed: 12/16/2022 PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 AE3.0 SINGLE LINE DIAGRAM NOT TO SCALE BE3.0 SERVICE CT METER WIRING DIAGRAM NOT TO SCALE CE3.0 PROPOSED SERVICE CT METER AND MAIN SWITCHBOARD "EV" LOAD SCHEDULE NOT TO SCALE 8 ## # # NOTES: 1. TOTAL CONNECTED 3-PH KVA: 70.3 KVA AT 0.95 PF 2. TYPE 42 KAIC BRANCH BREAKERS 3. TAGGED (CHARGE PORT-#, L1/L2/GND) TYPICAL FOR ALL STATIONS. 4. DO NOT USE GFCI BREAKERS 5. STANDARD RATED SERVICE PANELS, OVER CURRENT PROTECTION DEVICES AND WIRE SIZES BASED ON CEC/NEC REQUIREMENTS AT 125% CONTINUOUS LOAD. 100% RATED SERVICE PANELS, OVER CURRENT PROTECTION DEVICES AND WIRE SIZES BASED ON CEC/NEC REQUIREMENTS AT 100% CONTINUOUS LOAD. 6. TRANSFORMER LOADING BASED ON KVA REQUIREMENTS OF CHARGER AT 0.95 PF PER SCE (6.7KVA/ CHARGER). 7. EVSE LOAD MANAGEMENT CONTROLLER TO BE MOUNTED AND INSTALLED BY OTHERS. 8. , INDIVIDUAL CHARGE PORT NUMBER. THIS IS NOT BREAKER SPACE OR EVSE NUMBER. LOAD SCHEDULE INDICATES BREAKER SPACE FOR EACH CHARGE PORT. 9. , INDIVIDUAL CHARGE PORT NUMBER TYPICAL FOR PORTS THROUGH . 10. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION. 11. PER CEC/NEC 210.19 (A) INFORMATIONAL NOTE #4, "CONDUCTORS FOR BRANCH CIRCUITS AS DEFINED IN ARTICLE 100, SIZED TO PREVENT A VOLTAGE DROP EXCEEDING 3 PERCENT AT THE FARTHEST OUTLET OF POWER, HEATING, AND LIGHTING LOADS, OR COMBINATION OF SUCH LOADS, AND WHERE THE MAXIMUM TOTAL VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE FARTHEST OUTLET DOES NOT EXCEED 5%." 12. THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION. 13. WHERE TWO OR MORE GROUND RODS ARE TO BE INSTALLED, THE MINIMUM SEPARATION SHALL BE 6' PER CEC/NEC 250.53 (A)(2), AND (3) RESISTANCE OF ELECTRODES. 14. MAXIMUM VOLTAGE DROP FOR CONDUCTORS: #8 WIRE = 2.7%, #6 WIRE =2.2%, #12 WIRE= 0.1% 15. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED FOR TERMINATION OF ELECTRICAL CONDUCTORS RATED 75°C OR HIGHER. 16. ALL BREAKERS INSTALLED UNDER THIS DESIGN SHALL BE ABLE TO BE LOCKED IN THE OPEN POSITION PER NEC 625.43 AND 110.25. 17. ALL ELECTRICAL WORK SHALL BE DESIGNED PER 2020 LOS ANGELES COUNTY ELECTRICAL CODE, 2019 CALIFORNIA ELECTRICAL CODE, 2017 NATIONAL ELECTRICAL CODE, AND 2019 BUILDING ENERGY EFFICIENCY STANDARDS. #
JUNCTION BOX
4' (MAX) PROPOSED CONCRETE PAD
1' MIN. LIQUID TIGHT CONDUIT. SEE ELECTRICAL PLANS SEE DETAIL FOR CHARGER PEDESTAL INSTALLATIONBR1.0 ELECTRICAL CONDUIT BEYOND. SEE ELECTRICAL PLANS SEE NOTE 1PROPOSED CONCRETE CHARGER PAD PER DETAIL BR1.0 1'-6" 1'-6" A A PLAN VIEW
9" 9"
1'-8" 3'-6" TRIM EXISTING PVC CONDUIT 42" ABOVE CONCRETE SURFACE. PROTECT CONDUCTORS TO REMAIN. LEAVE WIRES AT LEAST 3' BEYOND THE END OF THE CONDUIT LEAVE CONDUIT STUBBED 42" ABOVE THE CONCRETE BASE TO ALLOW TOP ACCESS FROM THE PEDESTAL. CONDUIT SHOULD BE APPROXIMATELY 12" BELOW TOP OF POLE. SECTION A-A PROPOSED CONDUIT CHARGER PEDESTAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS RECOMMENDED CONDUIT PLACEMENT TEMPORARY TERMINAL BLOCK PER DETAIL CHARGER PEDESTAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 5/8" DIA SS 316 KWIK BOLT TZ EXPANSION ANCHORS WITH 3 1/4" MIN EFFECTIVE EMBEDMENT (ICC ESR-1917) INSTALL PER MFR INSTRUCTIONS 3" (TYP) (3) #4 EACH WAY CENTERED IN SLAB 1'-6" DE2.0 3"
(TYP) 4 3/4" 8 5/8" 4 3/4"
4 3/4" 8 5/8" 4 3/4" R1.0OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_dt04.dwg; Reference Drawings - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:20pm PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 00001389406 9 AR1.0 (SHOWN FOR REFERENCE ONLY) POWERFLEX/WEBASTO SYSTEMS FAMILY SPECIFICATIONS NOT TO SCALE NOTES: 1. REFER TO INSTALLATION MANUAL FOR ADDITIONAL INFORMATION. 2. SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT. BR1.0 (SHOWN FOR REFERENCE ONLY) POWERFLEX/WEBASTO SYSTEMS FAMILY SPECIFICATIONS NOT TO SCALE CR1.0 (SHOWN FOR REFERENCE ONLY) SINGLE/DUAL CHARGER INSTALLATION NOT TO SCALE NOTES: 1. REFER TO INSTALLATION MANUAL FOR ADDITIONAL INFORMATION. 2. SHOWN FOR REFERENCE ONLY, NOT IN CONTRACT. REFERENCE DRAWINGS TITLE 24 DOCUMENTS R2.0OF SHEETS SHEET NO. SCALE AS NOTED DATE: CH. BY: DR. BY: REF. & REV. CONSULTANT 12/16/2022 10 CR LA COUNTY ISD GS CHARGE READY PROGRAM SOUTHERN CALIFORNIA EDISON Drawing: P:\221-0223\Site\00001389406_lacisd\CD Phase\productiondrawings\00001389406_LACISD_dt05.dwg; R2.0 Title 24 Documents - BCF.ctb Plot by: gstarr Dec 27, 2022 - 5:20pm 00001389406 Date Signed: 12/16/2022 PROJECT LOCATION: 1500 S MCDONNELL AVE., COMMERCE, CA 90040 10