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Approved Plans DIR-2019-0110' 30' 60'SCALE: 1"=60' SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-1 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 OVERALL SITE PLAN OVERALL SITE PLAN INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ TARGET PROJECT AREA: SEE SITE PLAN ON SHEET C-3. ALVES DRIVE SAICH WAYHAPPY DAYS CHILD DEVELOPMENT UBREAKIFIX BANDLEY DRIVE1. AERIAL IMAGERY FROM GOOGLE EARTH DATED ON 05/09/201 8. THIS PLAN IS FOR REFERENCE ONLY. MAP DATA: GOOGLE, LANDSAT, COPERNICUS 2. PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIES ARE SHOWN FOR REFERENCE ONLY. REFER TO SURVEY BY OTHERS FOR EXACT LOCATION. NOTES: LEI GARDEN APN NO. 326-32-055 OWNER: PCG CUPERTINO LLC PARCEL 1 PARCEL MAP, B613, P8 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-2 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 DEMOLITION PLAN DEMOLITION PLAN INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ DEMOLITION KEYNOTES AND LEGEND 1. EXISTING CURB TO BE REMOVED. 2. EXISTING PAVEMENT MARKINGS TO BE REMOVED. CONTRACTOR SHALL REMOVE MARKINGS WITH SMALL HANDHELD GRINDERS, SCARIFIERS, BEAD BLASTING OR OTHER METHODS, WITH THE APPROVAL OF THE ENGINEER OF RECORD. TAKE CARE DURING MARKING REMOVAL TO NOT SCAR, DISCOLOR, OR OTHERWISE DAMAGE THE PAVEMENT SURFACE. DO NOT OVER PAINT OR USE OTHER METHODS OF COVERING MARKINGS IN LIEU OF REMOVAL. # EXISTING ASPHALT TO BE REMOVED TRENCHING NOT INCLUDED XX L.F.±DENOTES LIMITS OF SAWCUT 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND/OR CURB USING CLEAN SAWCUTS TO INSTALL PROPOSED UNDERGROUND CONDUITS AND REPLACE PAVEMENT AND/OR CURB AFTER CONDUITS HAVE BEEN INSTALLED. SEE ELECTRICAL SHEETS FOR CONDUIT ROUTING, APPROXIMATE CONDUIT RUN LENGTHS AND TRENCH DETAIL. CONTRACTOR SHALL MEET OR EXCEED EXISTING PAVEMENT SPEC IFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. 2. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT AND WHERE PROPOSED ASPHALT MEETS EXISTING, INCLUDING SAW CUT JOINTS. 3. FOR TRAFFIC CONTROL PROCEDURES (IF APPLICABLE), SEE TRAFFIC CONTROL NOTES ON SHEET GN-1 . GENERAL SHEET NOTES PROPOSED DANDY BAG OR APPROVED EQUAL. SEE DETAIL ON SHEET C-8. NOTE: PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIES ARE SHOWN FOR REFERENCE ONLY. REFER TO SURVEY BY OTHERS FOR EXACT LOCATION. 0' 10' 20'SCALE: 1 "=2 0' 1 2 EXISTING TREES TO REMAIN AND BE PROTECTED THROUGHOUT C ONSTRUC TION. PROPOSED TREE PROTECTION FENCE. SEE DETAIL ON THIS SHEET.VARIESVARIESWOOD 2"X4" POSTS WOOD 1" X 4" STRINGERS NAIL WOOD STRINGS SECURELY TO WOOD POSTS. DIMENSION VARIES PER PLAN. NOTE: FOR GROUPS OF TREES PLACE BARRICADES BETWEEN TREES AND CONSTRUCTION ACTIVITY. *TREE PROTECTIONS BARRICADES SHALL BE LOCATED TO PROTECT A MINIMUM OF 75% OF THE CRITICAL PROTECTION ZONE. SECURELY AFFIX FENCE TO STRINGER WITH STAPLES OR NAILS. 4' MINIMUM HEIGHT 2' MINIMUM DEPTH EXISTING UNDISTURBED SOIL 1"X4" MINIMUM STRINGER 2"X4" MINIMUM POSTS 12' MAXIMUM SPACING TREE TRUNK SAFETY-ORANGE NYLON OR POLYPROPYLENE TYPE FENCE. DIMENSION VARIES PER CRITICAL PROTECTION ZONE. 1N.T.S TREE PROTECTION FENCE EXISTING TREE APPROX. 4.77" DBH. EXISTING TREE APPROX. 2.55" DBH. EXISTING TREE APPROX. 5.41" DBH. EXISTING TREE APPROX. 4.77" DBH. EXISTING TREE APPROX. 5.41" DBH. EXISTING TREE APPROX. 8.91" DBH. EXISTING TREE APPROX. 8.91" DBH. EXISTING TREE APPROX. 1 3.69" DBH. EXISTING TREE APPROX. 8.91" DBH. EXISTING TREE APPROX. 1 0.50" DBH. EXISTING TREE APPROX. 9.86" DBH. 49 L.F.± 25 L.F.±22 L.F.±26 L.F.±3'-0" EXISTING TREE APPROX. 6.37" DBH. EXISTING TREE APPROX. 7.63" DBH. EXISTING TREE APPROX. 6.37" DBH. EXISTING TREE APPROX. 2.86" DBH. TYP. 2 TYP. 2 1 1 9'-0"TYP.18'-3" TYP. 10'-0"18'-0"TYP.87 L.F.±3 L.F.± 3 L.F.± 24'-7" EX. DRIVE AISLE 9'-0" 13'-11" 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02/20/20 Ellen Yau DIR-201 9-01 1 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau EV CHARGINGONLYNOPARKINGEV CHARGINGONLY EV CHARGINGONLY0' 10' 20'SC ALE: 1 "=2 0' SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON , UN LESS THEY ARE ACTING UNDER THE DIRECTION OF A LIC EN SED PROFESSION AL EN GIN EER, TO ALTER THIS DOCUMEN T. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW C HEC KED BY: RP/EPM DRAWN BY: GPD PRO JEC T NUMBER: HD 201 91 41 .47 C-3A 20745 STEVEN S CREEK BLVD (TESLA STATION ) C UPERTIN O, CA 95014 SITE PLAN SITE PLAN IN STALLATIO N MAN AG ER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 1 0.02.1 9 SIGN ED AND SEALED C 1 0.23.1 9 SIGN ED AND SEALED 0 1 2.16.1 9 REVISED PER AHJ PROPOSED ASPHALT PAVEMEN T TO MATCH EXISTIN G IN TYPE AND DEPTH. IN CLUDE EN G IN EERED C OMPAC TED BACKFILL BELOW PAVEMEN T SEC TION . TREN C H IN G NOT IN C LUDED. 1. C O N TRAC TOR SHALL REMOVE EXISTING PAVEMEN T AND/OR CURB USIN G CLEAN SAWC UTS TO IN STALL PROPOSED UN DERG ROUN D C ON DUITS AND REPLACE PAVEMEN T AND/OR CURB AFTER C O N DUITS HAVE BEEN IN STALLED. SEE ELEC TRIC AL SHEETS FOR C O N DUIT ROUTIN G , APPROXIMATE C ON DUIT RUN LEN G THS AND TREN C H DETAIL. C O N TRAC TOR SHALL MEET OR EXCEED EXISTIN G PAVEMEN T SPEC IFIC ATION S. N OTIFY EN G IN EER OF ANY DISC REPAN C IES PRIOR TO PERFORMING WORK. 2. APPLY LIQUID ASPHALT AT ALL JO IN TS BETWEEN C ON CRETE AND ASPHALT AND WHERE PROPOSED ASPHALT MEETS EXISTIN G , IN C LUDIN G SAW CUT JOIN TS. 3. FOR TRAFFIC C ON TROL PRO C EDURES (IF APPLICABLE), SEE TRAFFIC C O N TRO L N OTES ON SHEET G N -1 . 4. REFER TO LAN DSC APIN G PLANS BY OTHER FOR MORE IN FORMATION . C ALIFO RN IA ADA G EN ERAL N O TES: 1. FOR EV ADA STANDARDS SEE SHEET C -1 0. G EN ERAL SHEET N O TES C HARG IN G POST C IRC UIT SC H EDULE 1A 1B DEDIC ATED DEDIC ATED 1 C 1D DEDIC ATED DEDIC ATED 2A 2B 2C 2D 1 2 3A 3B DEDIC ATED DEDIC ATED 3C 3D DEDIC ATED DEDIC ATED 4A 4B 4C 4D 3 4 5A 5B DEDIC ATED DEDICATED 5C 5D DEDIC ATED DEDICATED 6A 6B 6C 6D 5 6 7A 7B 7C 7D 7 DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDIC ATED DEDICATED C O N STRUC TION KEYN OTES AND LEG EN D # 1. PROPOSED TESLA C HARG E POST WITH IN DIVIDUAL PRECAST C ON C RETE FOUN DATION (TYPICAL OF 17). SEE DETAILS ON SHEET C-6. 1A. PROPOSED TESLA C HARG E POST MO UN TED ON AN 18" CURB (TYPICAL OF 10). SEE DETAILS ON SHEET C-7 & C-8. 2. PROPOSED AC C ESSIBLE C HARG E POST (TYPICAL OF 1). SEE DETAIL ON SHEET C-9. 3. PROPOSED WHEELSTOPS (TOTAL OF 37). SEE DETAIL ON SHEET C-8. 4. PROPOSED DUAL PORT C HARG EPO IN T LEVEL 2 C HARG ER. SEE DETAIL ON C-9. 5. ALL DISTURBED AREAS NOT TO BE PAVED SHALL BE MULC HED PER LAN DSC APE N OTES ON SHEET G N -2. 6. PROPOSED VAN AC C ESSIBLE PARKING SIG N . SEE DETAIL ON SHEET C-9. 7. PROPOSED AC C ESSIBLE PARKING SIG N WITHOUT VAN AC CESSIBLE SIG N AG E. SEE DETAIL ON SHEET C-9. 8. PROPOSED PAINTED DOUBLE STRIPED WHITE PARKING LINE TO MATCH EXISTIN G . SEE STRIPIN G N OTES ON C-8. 9. PROPOSED LIGHT POLE WITH SIN G LE HEAD (TYPICAL OF 3). SEE FOUN DATIO N DETAIL ON SHEET C-7. SEE ELEC TRIC AL DRAWIN G S FOR POLE AND FIXTURE SPEC IFIC ATION S AND WIRIN G . 10. PROPOSED LIGHT POLE WITH DUAL HEAD. SEE FO UN DATIO N DETAIL ON SHEET C-7. SEE ELEC TRIC AL DRAWIN G S FOR POLE AND FIXTURE SPEC IFIC ATION S AND WIRIN G . 1 1 . C ON TRAC TOR SHALL EN SURE PROTEC TION OF UN DERG RO UN D STORMLIN E DURIN G C ON STRUC TION . 1 2. PROPOSED SIN G LE PORT C HARG EPOIN T LEVEL 2 C HARG ERS (TYPICAL OF 2). SEE DETAIL ON C-9. 13. PROPOSED 18" CURB. SEE DETAIL ON SHEET C-7. V3 TESLA O UTDO O R EQUIPMENT SC H EDULE TESLA EQUIPMEN T C HARG IN G POST DESC RIPTION VERSION 3 1 450758-00-D 7 PART NUMBER QUANTITY VERSION 3 28 C HARG IN G C ABIN ET 1 088585-00-D SITE MASTER C O N TRO LLER IN DUSTRIAL SITE C ON TROLLER 11137202-02-C C HARG IN G POST FOUN DATION UN IVERSAL PRECAST 1 478598-00-A 18 ASY C ON ST. TEMPLATE SC3 1 52 1 2 79-00-A 7CHARGING C ABIN ET BASE TEMPLATE C HARGIN G C ABIN ET C HARG E POST DEDICATED/ ENABLED PRO JEC T AREA: SEE SITE PLAN EN LARGEMEN T ON SHEET C-3B. 1A 1B 1 C 1D 2D 2C 2B 2A 3A 3B 3C 3D 5A 4A 4B 4C 4D 7D 7C 7B 7A 6D 6C 6B 6A 5D 5C 5B TYP. 1 TYP. 1 TYP. 1A TYP. 10 TYP. 3 5 67 8 9 9 11 11 2 4 TYP. 3 TYP. 3 PARKING STALL SC H EDULE REGULAR ADA ELECTRIC VEHICLE MO TO RC YC LE PARKING TOTAL REQUIRED PROVIDED 456 31 TOTAL (1 ACC ESSIBLE 1 VAN AC C ESSIBLE 1 AMBULATORY) 1 1 TOTAL (2 VAN) 0 498 PER EN TITLEMEN T APPROVAL* 451** 28 TOTAL TESLA 4 TOTAL C HARG EPO IN T (1 AC C ESSIBLE 1 VAN AC C ESSIBLE 1 AMBULATORY) 13 TOTAL (2 VAN) 2 498** SUMMARY: THE TARGET PRO J EC T MEETS THE TOTAL PARKING REQUIREMEN TS SET DURIN G THE EN TITLEMEN T APPROVAL. *THE TARGET PRO JEC T HAS 1 28,429 GSF OF C O MMERC IAL RETAIL BLDG. @ 4 PARKIN G SPAC ES PER 1 ,000 GSF = 514 PARKING SPACES REQUIRED. DURIN G THE EN TITLEMEN T PROC ESS, THE CITY ALLOWED A PARKING REDUC TION FOR THE TARGET PRO JEC T TO PROVIDE 498 STALLS. DEDIC ATED DEDIC ATED DEDICATED C HARG IN G C ABIN ET C H ARG E POST DEDICATED/ ENABLED PROPERTY LINE AND RIG HT-O F-WAY BOUNDARIES ARE SHOWN FOR REFEREN C E O N LY. REFER TO SURVEY BY OTHERS FOR EXACT LOC ATION . N OTES: 5 12 TYP. 1A TYP.8 TYP.8 9 12 13 ** PER C ALIFORN IA AB1 1 00 - AN ACC ESSIBLE PARKING SPACE WITH AN AC C ESS AISLE SERVED BY ELECTRIC VEHIC LES SUPPLY EQUIPMENT OR AN AC C ESSIBLE PARKIN G SPACE WITH AN AISLE DESIGN ATED AS A FUTURE ELEC TRIC VEHIC LE C HARG IN G SPACE SHALL C O UN T AS AT LEAST TWO STANDARD AUTOMOBILE PARKING SPAC ES FOR THE PURPOSE OF C O MPLYIN G WITH ANY APPLICABLE MINIMUM PARKIN G SPACE REQUIREMEN T ESTABLISHED BY A LOC AL JURISDIC TIO N . 1 2 /1 6/1 9 0 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-3B 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ 0' 2.5' 5'SCALE: 1"=5' 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND/OR CURB USING CLEAN SAWCUTS TO INSTALL PROPOSED UNDERGROUND CONDUITS AND REPLACE PAVEMENT AND/OR CURB AFTER CONDUITS HAVE BEEN INSTALLED. SEE ELECTRICAL SHEETS FOR CONDUIT ROUTING, APPROXIMATE CONDUIT RUN LENGTHS AND TRENCH DETAIL. CONTRACTOR SHALL MEET OR EXCEED EXISTING PAVEMENT SPECIFICATIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. 2. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT AND WHERE PROPOSED ASPHALT MEETS EXISTING, INCLUDING SAW CUT JOINTS. 3. FOR TRAFFIC CONTROL PROCEDURES (IF APPLICABLE), SEE TRAFFIC CONTROL NOTES ON SHEET GN-1 . GENERAL SHEET NOTES C ONSTRUCTION KEYNOTES AND LEGEND # 1. PROPOSED PAD MOUNTED ELECTRICAL UTILITY TRANSFORMER (BY UTILITY). CONTRACTOR SHALL PROVIDE CONCRETE PAD PER UTILITY SPECIFICATIONS. COORDINATE FINAL LOCATION WITH UTILITY. SEE ELECTRICAL PLANS FOR PROPOSED ROUTING. 2. PROPOSED EQUIPMENT CLEAR SPACE (TYPICAL). 3. PROPOSED ELECTRIC METER MOUNTED TO SWITCHGEAR PER ELECTRIC COMPANY SPECIFICATIONS AND DETAILS ON ELECTRICAL SHEETS (TYPICAL OF 2). 4. PROPOSED SWITCHGEAR ASSEMBLY PER ELECTRICAL DRAWINGS. 5. PROPOSED TESLA CHARGING CABINET WITH CONCRETE FOUNDATION (TYPICAL OF 7). SEE DETAILS ON SHEET C-9. SEE CHARGING POST CIRCUIT SCHEDULE ON SHEET C-3A. 6. PROPOSED CONCRETE PAD. SEE DETAIL ON SHEET C-7. 7. ALL DISTURBED AREAS NOT TO BE PAVED SHALL BE MULCHED PER LANDSCAPE NOTES ON SHEET GN-2. 8. PROPOSED STEP-DOWN TRANSFORMER AND SUB-PANEL ASSEMBLY. SEE ELECTRICAL SHEETS. 9. PROPOSED MASTER CONTROLLER MOUNTED ON SIDE OF CHARGING CABINET. SEE ELECTRICAL SHEETS. 10. PROPOSED BUS DUCT PER PGE STANDARDS, SEE ELECTRICAL SHEETS. 1 1 . PROPOSED FIXED UTILITY BOLLARDS PER PGE STANDARDS (TYPICAL OF 6). SEE ELECTRICAL SHEETS. 1 2. PROPOSED REMOVABLE UTILITY BOLLARDS PER PGE STANDARDS (TYPICAL OF 3). SEE ELECTRICAL SHEETS. 13. PROPOSED BOLLARD (TYPICAL OF 22). SEE DETAIL ON SHEET C-8. 14. PROPOSED 6" CONCRETE CURB. SEE DETAIL ON SHEET C-8. 15. PROPOSED LANDSCAPE: SCREENING. (14) TOTAL QUANTITY PITTOSPORUM TENUIFOLIUM, KOHUHU. TO BE PLANTED AT A MINIMUM 4' H, NO. 15 CONTAINER, AT 4.5' O/C SPACING. TO BE PLANTED PER LANDSCAPE NOTES ON SHEET GN-2 AND PLANTING DETAIL PER SHEET C-9. 1 6. PROPOSED WHEELSTOPS (TOTAL OF 37). SEE DETAIL ON SHEET C-8. 1 TYP. 2 3 4 TYP. 5 9 7 10 TYP. 11 TYP. 11 TYP. 12 14 14 5 6 7 1 2 3 4 SITE PLAN ENLARGEMENT SITE PLAN ENLARGEMENT TYP. 13 TYP. 13 7 86 6 6 6 7 7 7 TYP. 15 TYP. 15 TYP.16 TYP.16 1 2 /1 6/1 9 0 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02/20/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau EV CHARGING ONLYNOPARKINGEV CHARGING ONLY EV CHARGING ONLYSHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON , UN LESS THEY ARE ACTING UNDER THE DIRECTION OF A LIC EN SED PROFESSION AL ENGIN EER, TO ALTER THIS DOCUMEN T. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW C HEC KED BY: RP/EPM DRAWN BY: GPD PRO JEC T NUMBER: HD 201 91 41.47 C-4A 20745 STEVEN S CREEK BLVD (TESLA STATIO N ) C UPERTIN O, CA 95014 G RADIN G PLAN G RADIN G PLAN IN STALLATIO N MAN AG ER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGN ED AND SEALED C 10.23.1 9 SIGN ED AND SEALED 0 12.16.1 9 REVISED PER AHJ G RADIN G LEG EN D 0.0% BEN C H MARK 1. SEE CLARK SURVEY FOR ALL APPLIC ABLE BEN C HMARKS. 2. C O N TRAC TO R SHALL FIELD VERIFY ALL EXISTIN G ELEVATIONS PRIOR TO CON STRUC TIO N . FINAL GRADES SHALL BE DETERMIN ED IN FIELD BY THE C ON TRAC TO R. 3. C O N TRAC TO R SHALL EN SURE POSITIVE DRAINAGE TOWARDS THE N EAREST EXISTING DRAIN AGE STRUCTURE AND EN SURE NO PON DIN G O C C URS ON SITE. 4. FINAL SLO PES OF THE ADA AREA SHALL NOT EXCEED THE MAXIMUM ALLOWABLE SLOPES AS N O TED ON THE PLAN S. 5. C O N TRAC TO R SHALL EN SURE SLOPES OF THE ADA STALLS C O N FORM WITH ADA REQUIREMENTS. C ON TRAC TO R SHALL REMOVE AND RE-GRADE PAVEMEN T AS REQUIRED TO AC HIEVE N EC ESSARY SLOPES PER 201 6 C ALIFO RN IA BUILDIN G C ODE AC C ESSIBILITY REG ULATIONS. 0' 10' 20'SCALE: 1 "=2 0' PROPOSED DRAIN AG E SLOPE AND DIREC TION PROJ EC T AREA: SEE G RADIN G PLAN EN LARG EMEN T B ON SHEET C-4B. PRO JEC T AREA: SEE G RADIN G PLAN EN LARG EMENT A ON SHEET C-4B. PROPERTY LINE AND RIG HT-OF-WAY BOUNDARIES ARE SHOWN FOR REFEREN C E ON LY. REFER TO SURVEY BY OTHERS FOR EXACT LOC ATION . N O TES: 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau EV CHARGINGONLYNOPARKINGEV CHARGINGONLY1.5% MAX IN ANY DIRECTION 1.5% MAX IN ANY DIRECTION 1.5% MAX IN ANY DIRECTION 1.5% MAX IN ANY DIRECTION 1.5% MAXEV1.5% MAX5.0% MAX1.5% MAX 1.5% MAX1.5% MAX1.5% MAX1.5% MAX 1.5% MAX 1.0% MIN. 1.0% MIN. SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.19 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-4B 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 GRADING PLAN GRADING PLAN INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ GRADING LEGEND 0.0% BENCHMARK 1. SEE CLARK SURVEY FOR ALL APPLICABLE BENCHMARKS. 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS PRIOR TO CONSTRUCTION . FINAL GRADES SHALL BE DETERMINED IN FIELD BY THE CONTRACTOR. 3. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TOWARDS THE NEAREST EXISTING DRAINAGE STRUCTURE AND ENSURE NO PONDIN G OCCURS ON SITE. 4. FINAL SLOPES OF THE ADA AREA SHALL NOT EXCEED THE MAXIMUM ALLOWABLE SLOPES AS NOTED ON THE PLANS. 5. CONTRACTOR SHALL ENSURE SLOPES OF THE ADA STALLS CONFORM WITH ADA REQUIREMENTS. CONTRACTOR SHALL REMOVE AND RE-GRADE PAVEMENT AS REQUIRED TO ACHIEVE NECESSARY SLOPES PER 2016 CALIFORNIA BUILDING CODE ACCESSIBILITY REGULATIONS. 0' 10' 20'SCALE: 1"=20' PROPOSED DRAINAGE SLOPE AND DIRECTION GRADING PLAN ENLARGEMENT B SCALE: 1" = 10' GRADING PLAN ENLARGEMENT A SCALE: 1" = 10' 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau EV CHARGINGONLYNOPARKINGEV CHARGINGONLY EV CHARGINGONLYSHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON , UN LESS THEY ARE ACTING UNDER THE DIRECTION OF A LIC EN SED PROFESSION AL EN GIN EER, TO ALTER THIS DOCUMEN T. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW C HEC KED BY: RP/EPM DRAWN BY: GPD PRO JEC T NUMBER: HD 201 91 41.47 C-5A 20745 STEVEN S CREEK BLVD (TESLA STATION ) C UPERTIN O, CA 95014 EQUIPMEN T DIMEN SIO N PLAN EQUIPME N T DIME N SIO N PLAN IN STALLATIO N MAN AG ER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGN ED AND SEALED C 10.23.1 9 SIGN ED AND SEALED 0 12.16.1 9 REVISED PER AHJ N O TE: PROPERTY LINE AND RIG HT-OF-WAY BO UN DARIES ARE SHO WN FOR REFEREN C E ON LY. REFER TO SURVEY BY OTHERS FOR EXACT LOC ATION . 0' 10' 20'SCALE: 1 "=2 0' PROJ EC T AREA: SEE EQUIPMEN T DIMEN SION PLAN EN LARGEMEN T ON SHEET C-5B. 1 2'-0" 5'-0" 9'-0" 10'-0"9'-0" TYP.18'-0"TYP.18'-0"TYP.9'-0" TYP.18'-0"TYP.9'-0" TYP.18'-0"TYP. 9'-0" TYP.18'-0"TYP.9'-0"TYP.18'-0" TYP. 3'-0" TYP. 3'-6" TYP.65'-4"1 24'-1 0" 42'-4" 32'-7"3'-0"3'-0"23'-7" 1'-6"85'-2"1 2 /1 6/1 9 13'-11" DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-5B 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ EQUIPMENT DIMENSION PLAN ENLARGEMENT EQUIPMENT DIMENSION PLAN ENLARGEMENT 0' 2.5' 5'SCALE: 1"=5' 20'-6"49'-9" 18'-0"4'-9"TYP.3'-10" 7'-6" 5'-6" 23'-8" 7" 4'-3" 4'-5" 7'-1 0" 4'-5" 4'-3"3'-4" 5'-9"1'-7" 10'-10" 5'-10"3'-2" 6'-0"5'-8" 8'-10"12'-10" 4'-6" TYP. 3'-9" TYP. 4'-6" TYP. 3'-9" TYP. 6'-3" 4'-6" 4'-10" 4'-0" 4'-10" 3'-8"3'-10" 3'-10"4'-6" TYP. 4'-6" 2'-4" 3'-1" 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-6 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 CIVIL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ1N.T.S 3 N.T.S 5 N.T.S 6 N.T.S 4 N.T.S 2N.T.S TESLA CHARGING CABINET ANCHOR BOLT PLAN CHARGING POST ELEVATION (BEHIND CURB) CHARGING POST CONCRETE FOUNDATION (BEHIND CURB) TESLA CHARGING CABINET DETAIL 52-3/4"89-13/64"54-23/32" 49-7/32"85-1/32"42-7/32" 37-1 5/1 6" 35-53-64"28-45/64"32-63/64"FRONT SIDE TOP VENT FAN CHARGING POST ELEVATION (IN PAVEMENT) CHARGING POST CONCRETE FOUNDATION (IN PAVEMENT) NOTES: 1. BOLLARD MUST BE FROM TESLA AND INCLUDE WELDED ON FIXTURE ATTACHMENT PADS. 2. THE 4.33W, 315mA COMBINED TESLA LOGO AND TASK LIGHT LED ASSEMBLIES DRAWS POWER FROM THE PROPOSED SUPERCHARGER. 3. CONTRACTOR TO FIT REAR SKIN DURING INSTALLATION AND REMOVE REAR SKIN UNTIL TESLA INSPECTION IS COMPLETED. CONDUIT CAR SIDE PLAN VIEW 20-3/32" 25-31/32" 6-3/32" 31-7/8" (2) RED, 130mA "TESLA" LOGO LED ASSEMBLIES (SEE NOTE 2)8"-10"(1) WHITE, 55mA TASK LIGHT LED ASSEMBLY (SEE NOTE 2)2"EXISTING GRADE CAR SIDE CONDUIT 66-13/32"PAVEMENT PRECAST CONCRETE FOUNDATION BY UNIVERSAL 1'-10" 4'-3" CURB EXP. JOINT EXISTING GRADE CAR SIDE PRECAST CONCRETE FOUNDATION BY UNIVERSAL NOTES: 1. PRECAST CONCRETE FOUNDATION DESIGNED AND ENGINEERED BY UNIVERSAL. 2. PRECAST CONCRETE FOUNDATION SUPPLIED BY TESLA AND INSTALLED BY CONTRACTOR. 3. CHARGING POST SHALL BE ANCHORED TO PRE-INSTALLED THREADED INSERTS ON PRECAST FOUNDATION WITH HARDWARE SUPPLIED BY TESLA AND INSTALLED BY CONTRACTOR. 4. PRECAST CONCRETE FOUNDATION DIMENSIONS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL COORDINATE WITH TESLA FOR EXACT DIMENSIONS AND SPECIFICATIONS. 5. SEE FROST NOTES ON SHEET GN-3 FOR FOUNDATION PREPARATION. 6. CONTRACTOR TO PROTECT EXISTING CURB AND PAVEMENT DURING INSTALLATION OF CONCRETE FOUNDATION. REPAIR OR REPLACE AS REQUIRED. 3'-4"2'-6" ±1" PAVEMENT PLAN VIEW 1 '-1 0" 1'-6" CONDUIT STUB 6" MIN GRANULAR BACKFILL. SEE FROST NOTES ON SHEET GN-3 FOR FOUNDATION PREPARATION4'-3" 40"9.84"16"CAR SIDE NOTES: 1. BOLLARD MUST BE FROM TESLA AND INCLUDE WELDED ON FIXTURE ATTACHMENT PADS. 2. THE 4.33W, 315mA COMBINED TESLA LOGO AND TASK LIGHT LED ASSEMBLIES DRAWS POWER FROM THE PROPOSED SUPERCHARGER. 3. CONTRACTOR TO FIT REAR SKIN DURING INSTALLATION AND REMOVE REAR SKIN UNTIL TESLA INSPECTION IS COMPLETED. (2) RED, 130mA "TESLA" LOGO LED ASSEMBLIES (SEE NOTE 2)8"-10"(1) WHITE, 55mA TASK LIGHT LED ASSEMBLY (SEE NOTE 2)2"CAR SIDE CONDUIT 66.41" PAVEMENT 6" MIN GRANULAR BACKFILL. SEE FROST NOTES ON SHEET GN-3 FOR FOUNDATION PREPARATION PRECAST CONCRETE FOUNDATION BY UNIVERSAL 3'-4" CONDUIT STUB CAR SIDE PRECAST CONCRETE FOUNDATION BY UNIVERSAL NOTES: 1. PRECAST CONCRETE FOUNDATION DESIGNED AND ENGINEERED BY UNIVERSAL. 2. PRECAST CONCRETE FOUNDATION SUPPLIED BY TESLA AND INSTALLED BY CONTRACTOR. 3. CHARGING POST SHALL BE ANCHORED TO PRE-INSTALLED THREADED INSERTS ON PRECAST FOUNDATION WITH HARDWARE SUPPLIED BY TESLA AND INSTALLED BY CONTRACTOR. 4. PRECAST CONCRETE FOUNDATION DIMENSIONS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL COORDINATE WITH TESLA FOR EXACT DIMENSIONS AND SPECIFICATIONS. 5. SEE FROST NOTES ON SHEET GN-3 FOR FOUNDATION PREPARATION. 3'-4"2'-6"±6"PAVEMENT PLAN VIEW 4'-3" 1'-6" 1 '-1 0" OVERLAY TO TERMINATE INTO SIDE OF FOUNDATION1'-6"1'-10" 4'-3" TESLA CHARGING CABINET ENCLOSURE: INGRESS PROTECTION IP66 WEIGHT: 1 500.03 kg, 3307 lbs. COMPLIANCE: UL 2202 NOTES: 1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED EYE HOOKS. A FORKLIFT OR PALLET JACK CAN ALSO BE USED TO MOVE CABINET IF DONE PROPERLY. 2. SEE EN-1 FOR CHARGING CABINET NOTE. INCOMING FROM SOURCE: (3) AC CONDUITS. STUB UP SHALL BE 6" OFF GROUND AND END IN FEMALE NPT THREADED COUPLING (SEE NOTE 4). SEE FEEDER SCHEDULE ON SHEET E-3 FOR CONDUIT SIZE/QUANTITY. NOTE: 1. TESLA PROVIDED TEMPLATE PLATE TO BE USED TO LAYOUT CHARGING CABINET ANCHORING BOLT LOCATIONS AND CONDUIT STUB UP LOCATIONS. 2. BOLT HOLES FOR REFERENCE ONLY. 3. USE DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO LHD1) TO SEAL ENDS OF CONDUIT (TYP. ALL CONDUITS FOR CHARGING CABINETS AND CHARGE POSTS) 4. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS 5. SEE DETAIL 5 ON SHEET C-9 FOR FOUNDATION DETAIL CAST-IN-PLACE: (4) 5/8" DIA. HILTI KWIK BOLT TZ STAINLESS STEEL ANCHORS, 3-1/8" MIN. EMBEDMENT PROVIDED AND INSTALLED BY CONTRACTOR PRECAST: (4) 5/8" DIA. STAINLESS GRADE 304 BOLTS PROVIDED BY TESLA AND INSTALLED BY CONTRACTOR OUTGOING TO POSTS: STUB UP SHALL BE 6" OFF GROUND AND END IN FEMALE NPT THREADED COUPLING (SEE NOTE 4). CONDUITS /CONDUCTORS BY TESLA. 1" CONDUIT FOR POTENTIAL EARTH GROUND 52-3/4" 28-45/64"32-63/64"AC AC OPENING FOR SHARED DC BUSS CONNECTIONS BETWEEN CABINETS AC 1" AC CONDUIT FOR MASTER CONTROLLER C OMMUNICATION CABLE COMM BUS BUS BUS BUS BUS BUS BUS BUS BUS BUS BUS BUS POST A POST BPOST C POST D PE FRONT BACK 1 2 /1 6/1 9 DIR-201 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau 1'-0"SEE PLAN CONCRETE PAD NOTES & CONCRETE SPECIFICATIONS: 1. FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS SHOWN ON THE PLANS. OTHER UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF-SITE. THE SUBGRADE SHALL BE ROLLED WITH A 1-TON, VIBRATORY, WALK-BEHIND ROLLER AT A SPEED OF LESS THAN 2 FPS, 6 PASSES MINIMUM, TO PROVIDE UNYIELDING SURFACE. 2. UNDERCUT SOFT OR "WEAVING" AREAS A MINIMUM OF 12 INCHES DEEP. BACKFILL UNDERCUT AREA WITH FILL MEETING THE SPECIFICATIONS OF STRUCTURAL FILL. 3. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c)=4000 psi. 4. REINFORCING BAR TO BE ASTM A615 GRADE 60. 5. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS. 6. ALL CONCRETE MATERIALS AND WORKMANS HIP SHALL CONFORM TO ACI 31 8-1 4 AND APPLICABLE STATE BUILDING CODE. 7. PAD SHALL BE A MINIMUM OF 1'-0" IN THICKNESS. THICKNESS OF PAD SHALL INCREASE AS THE PERIMETER SOIL SURFACE SLOPES TO MAINTAIN A MINIMUM OF 10" OF SOIL COVER TO THE BOTTOM OF THE PAD. 6" MIN, COMPACTED FROST-FREE GRAVEL FILL #4 BARS @9" O.C. EACH WAY CENTERED IN SLAB SAW CUT JOINT (EVERY 6'-0" MAX) 1/8" WIDE X 1 -1 /2" PROPOSED CONCRETE UNDISTURBED SOIL OR PREPARED SUBGRADE (95% STANDARD PROCTOR) GRADE2"HAND HOLE GROUND LUG BOLT COVER 3/4" CHAMFER ANCHOR BOLTS SUPPLIED WITH POLE. INSTALL PER POLE VENDOR DRAWINGS. #6 CU. BASE GROUND CONDUCTOR BRANCH CIRCUIT WIRING IN CONDUIT AT 24" (MINIMUM) BELOW GRADE 1" SPARE CONDUIT STUBBED INTO POLE BASE & CAPPED 12" FROM BASE 3/4"x10'-0" CU. CLAD GROUND ROD (6) #6 REBAR (VERTICAL) TIE-WIRED TO #4 REBAR TIES AT 12" ON CENTER, U.N.O. REINFORCED CONCRETE, 4000 PSI COMPRESSIVE STRENGTH ADDITIONAL #4 REBAR TIES @ 3" ON CENTER 13 2'-0" DIA. 3" CLEAR TYP. MEASURED FROM EDGE OF TIES 8'-0"GRADE 3" CLEARTYP.3'-0"11 9 8 5 4 3 3" 3" 2"1 2 3 4 5 6 7 8 10 11 12 13 14 9 KEYED NOTES 2 1 7 14 6 12 10 20' LIGHT POLE RUB CONCRETE TO REMOVE SONOTUBE FORM LINES AND FILL ALL HOLES FOR SMOOTH FINISH. WEATHERSEAL ALL EXPOSED CONCRETE. 1 SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-7 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 CIVIL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJN.T.S 3 N.T.S 6 N.T.S 4 N.T.S 2N.T.S CONCRETE PAD DETAIL LIGHT POLE FOUNDATION DETAIL 4"MIN1/2" CHAMFER NOTES: 1. SEE FLOOR PLAN ON ELECTRICAL SHEETS FOR MOUNTING HOLE LOCATION AND SWITCHGEAR BAY DIMENSIONS. 2. MINIMUM EDGE DISTANCE FOR PROPOSED ANCHORAGE SHALL BE 8". TYPICAL BOTTOM VIEW LAYOUT OF (1) SWITCHGEAR BAY. SEE NOTE 1 DETAIL 1 BOTTOM VIEW SEE NOTE 1 SEE NOTE 19/16" DIA. MOUNTING HOLES OFFSET 3" FROM SIDES (TYP.) FRONT OF SWITCHGEAR BAYPROPOSED SWITCHGEAR ASSEMBLY CABINET HEAVY DUTY NUT BELLEVILLE WASHER PROPOSED 1/2" HILTI KWIK BOLT TZ STAINLESS STEEL ANCHOR 3-1/4" EFFECTIVE EMBEDMENT MIN. (ESR#1917) OR APPROVED EQUAL PROPOSED CONCRETE SLAB SWITCHGEAR MOUNTING DETAIL CHARGING POST ELEVATION - 18" CURB 20-3/32" 25-31/32" 6-3/32" CONDUIT SIZE 3 INCH CAR SIDE CURB CONDUIT STUB CAR SIDE NOTES: 1. BOLLARD MUST BE FROM TESLA AND INCLUDE WELDED ON FIXTURE ATTACHMENT PADS. 2. THE 4.33W, 315mA COMBINED TESLA LOGO AND TASK LIGHT LED ASSEMBLIES DRAWS POWER FROM THE PROPOSED SUPERCHARGER. 3. CONTRACTOR TO FIT REAR SKIN DURING INSTALLATION AND REMOVE REAR SKIN UNTIL TESLA INSPECTION IS COMPLETED. (2) RED, 130mA "TESLA" LOGO LED ASSEMBLIES (SEE NOTE 2)8"-10"(1) WHITE, 55mA TASK LIGHT LED ASSEMBLY (SEE NOTE 2)1/2"2"66-13/32"PAVEMENTPAVEMENT TOP OF CURB 18" 3" MIN. 6"R=1/4"(TYP.)#4 TIE EVERY 3'-0" MAX. PLAN DETAIL CHAIR REBAR (TYP.)18"±3"±3"± #4 TIE EVERY 3'-0" MAX. #4 REBAR AT TOP & BOTTOM (TYP.) 1'-2"±SLOPESLOPE CONTINUOUS 18" CURB DETAIL NOTE: 1. SEE CURB LENGTH ON SITE PLAN. 2. CHARGING POSTS AND PROPOSED FOUNDATION SHALL FOLLOW GRADE AS EVENLY AS POSSIBLE. 3. REINFORCING BAR TO BE ASTM A615 GRADE 60. 4. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS. 5. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI 31 8-1 4 AND APPLICABLE STATE BUILDING CODE. 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-8 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 CIVIL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ1N.T.S 3 N.T.S 6 N.T.S 4 N.T.S 2N.T.S PAVEMENT MARKING NOTES NOTES: 1. ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT, UNLESS STATED OTHERWISE. 2. MARKING (STRIPING) PAINT FOR PARKING SPACES, TRAFFIC ARROWS, ADA PARKING AND SYMBOLS, ETC, PER LOCAL REQUIREMENTS AND AS FOLLOWS: 2.1 . EXISTING SURFACES WITHOUT ANY SEAL COATING: OIL BASE (ALKYD RESIN TYPE TO MEET FEDERAL SPECIFICATION TTP-1952 . 2.2. NEW OR EXISTING SURFACES WITH A TOP COATING OR SEAL COATING (USUALLY WATER BASE FAST DRYING 100% ACRYLIC TYPE): WATER BASE TYPE TO MEET FEDERAL SPECIFICATION TTP-01 952. FOR COLD WEATHER APPLICATION PAINT PRODUCT SHALL BE IN ACCORDANCE WITH ASTM-D2369, D3723, D1475, D562 AND D71 1 . 3. PROVIDE A NON-SLIP AGGREGATE ADDITIVE TO MARKING PAINT USED AT ADA ACCESS RAMPS. 4. APPLY 2 COATS WITH STRAIGHT EDGES, YELLOW ON CONCRETE/WHITE ON ASPHALT EXCEPT WHEN MATCHING ADJACENT OR EXISTING COLOR WHEN THE PAVING IS AN EXPANSION OR SEGMENT OF A LARGER LOT. RUBBER WHEELSTOP P.C .C. CURB DETAIL FINISH GRADE PAVEMENT AS SPECIFIED PAVEMENT DIMENSIONS REFER TO THIS POINT 1" RADIUS BOTH SIDES6"6"1'-6" (MIN.)PORTLAND CEMENT CONCRETE SEAL JOINT (PAVEMENT ELEVATIONS REFER TO THIS POINT) CURB TO CURB JOINT DETAIL NOTE: CONTRACTOR TO ASSESS EXISTING CURBS AND INSTALL PROPOSED CURBS TO MATCH. ABOVE DETAILS TO BE USED AS MINIMUM STANDARDS. PROPOSED CURB EXISTING CURB STABILIZED SUBGRADE WHEELSTOP NOTES: 1. MATERIAL: COMPRESSION MOLDED RUBBER COMPOSITE. 2. NOMINAL DIMENSIONS: 72''L X 6''W X 4'' H. 3. NOMINAL WEIGHT: 34 LBS. 4. COLOR: BLACK WITH REFLECTIVE WHITE STRIPES. 5. SEE PLAN VIEW FOR DIMENSION TO SPECIFIED OBSTRUCTION. 4" X 8-1/2" PAINTED PARALLELOGRAMS ELEVATED BY 3/16" (TYP. BOTH SIDES) 5/8" DIA. FOUR COUNTERBORED MOUNTING HOLES 1 3/8"CBORE, 3/4" DEEP BLACK AREA 6'-0"RUBBERPARKINGWHEELSTOP 8-1 /2"9-1/2" TYP. TYP. 20-5/8" TYP. 5 -1/16" TYP. 6" WI D E HIGH 4" NO T E 6 1/2" DIA. X 2'-0" LONG STEEL RODS (2 REQ'D. AT EACH END) FILL WITH EPOXY HI-FLOW DANDY BAG (SAFETY ORANGE) DANDY BAG SPECIFICATIONS Mechanical Properties Test Method Units MARV Grab Tensile Strength ASTM D 4632 kN (lbs) 1 .62 (365) X 0.89 (200) Grab Tensile Elongation ASTM D 4632 % 24 X 10 Puncture Strength ASTM D 4833 kN (lbs) 0.40 (90) Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 (450) Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.51 (115) X 0.33 (75) UV Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve) 0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) 5907 (145) Permittivity ASTM D 4491 Sec 2.1-1 2 2 *Note: All Dandy Bags can be ordered with our optional oil absorbent pillows NOTE: THE DANDY BAG WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: DANDY BAG STORM SEWER GRATE VELCRO CLOSURE STORM SEWER GRATE LIFT STRAPS USED FOR EASY MOVEMENT AND INSPECTION OF UNITS DANDY BAG DETAIL 5 N.T.S BOLLARD DETAIL 6" STD. GALV. STEEL PIPE FILLED WITH CONCRETE PIPE SURFACE TO HAVE ONE PRIME COAT OF RED OXIDE AND ONE COAT OF YELLOW ENAMEL SLOPE TO DRAIN EX. GRADE CONCRETE FOOTING 3'-0"3'-0"MIN1'-0" DIA.3" CLR.CONCRETE TO BE CURVED CHARGING POST C ONTINU OU S 18" CURB FOUNDATION CONDUIT STUB PROPOSED 22" CONCRETE CURB CAR SIDE FOR REBAR SPECIFICATIONS, SEE DETAIL ON SHEET C-7. PROPOSED 18" WIDE CONCRETE CURB SEE DETAIL ON SHEET C-7.1'-2"22"COMPACTED AGGREGATE6" SEE SITE PLAN FOR LIMITS PAVEMENT 18" 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-9 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 CIVIL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ1N.T.S 6 N.T.S 4 N.T.S 2N.T.S VAN ACCESSIBLE SIGN CONCRETE FOOTING 3'-4" PLAN VIEW1'-6"ANCHORING NOTES: ANCHORS: (3) 5/8" DIAMETER THREADED ROD STAINLESS STEEL OR HOT DIPPED GALVANIZED SHALL BE EPOXY EMBEDDED, 5-5/8" MINIMUM EFFECTIVE EMBEDMENT, 2-1 /2" MINIMUM EXPOSED ABOVE CONCRETE. EPOXY: ANCHORS SET WITH HILTI HIT-RE 500 V3 (ESR-3814) IN DRILLED HOLE FASTENERS: (2) TOTAL 5/8" NUTS AND (2) TOTAL 5/8" WASHERS PER ANCHOR NUT AND WASHER MATERIAL TYPE TO MATCH ANCHOR MATERIAL (2) 5/8" NUT AND WASHER ABOVE BOLLARD FLANGE, (1) BELOW CONTRACTOR TO PROTECT EXISTING CURB AND PAVEMENT DURING INSTALLATION OF CONCRETE FOUNDATION. REPAIR OR REPLACE AS MAY BECOME NECESSARY. CAR SIDE 3" MIN.3" MIN. #5 @ 12" O.C. TOP AND BOTTOM (TYPICAL)2'-6"CONCRETE FOOTING 13.7" 3" MIN #4 STIRRUP @1 2 O.C. CAR SIDE 6" MIN, COMPACTED FROST-FREE GRAVEL FILL. SEE NOTES ON GN-3.71.3"PAVEMENT±1"CHARGEPOINT LEVEL 2 POST ELEVATION 3 N.T.S PLANTING DETAIL: SCREENING 12" DIA. CONCRETE FOUNDATION AROUND PIPE COLUMN 6" BELOW FROST LINE (3 FT. MIN. BELOW FIN. GRADE). 2" X 2" GALVANIZED STEEL TUBE PROVIDE USDOT #R7-8 SIGN CONTAINING INTERNATIONAL SYMBOL OF ACCESSIBILITY. VAN ACC ESSIBLE NOTES: 1. CONTRACTOR SHALL VERIFY SIGN WITH LOCAL AND ADA REQUIREMENTS AND SPECIFICATIONS BEFORE INSTALLATION. LOCAL JURISDICTION SIGN REQUIREMENTS SHALL TAKE PRECEDENCE OVER THIS DETAIL. 2. SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 3. SIGN TO BE PROVIDED AT ALL ACCESSIBLE PARKING SPACES AS PER ADA REGULATIONS. 4. IF SIGN IS MOUNTED TO BUILDING, THE BOTTOM OF THE VAN ACCESSIBLE SIGN SHALL BE 5'-0" FROM THE FINISH GRADE.FIN. GRADE1'-0" DIA. USDOT #R7-8A SIGN INDICATING "VAN ACCESSIBLE", SAME WIDTH AS #R7-8 SIGN. BOLT SIGNS TO GALVANIZED STEEL TUBE COLUMN 6'-8"FINISHED GRADE 6"36" MINACCESSIBLE CHARGING POST ELEVATION ACCESSIBLE CHARGING POST CONCRETE FOUNDATION 40"9.84"16"CAR SIDE NOTES: 1. BOLLARD MUST BE FROM TESLA AND INCLUDE WELDED ON FIXTURE ATTACHMENT PADS. 2. THE 4.33W, 315mA COMBINED TESLA LOGO AND TASK LIGHT LED ASSEMBLIES DRAWS POWER FROM THE PROPOSED SUPERCHARGER. 3. CONTRACTOR TO FIT REAR SKIN DURING INSTALLATION AND REMOVE REAR SKIN UNTIL TESLA INSPECTION IS COMPLETED. (2) RED, 130mA "TESLA" LOGO LED ASSEMBLIES (SEE NOTE 2)8"-10"(1) WHITE, 55mA TASK LIGHT LED ASSEMBLY (SEE NOTE 2)2"CAR SIDE CONDUIT 66.41" PAVEMENT 6" MIN GRANULAR BACKFILL. SEE FROST NOTES ON SHEET GN-3 FOR FOUNDATION PREPARATION PRECAST CONCRETE FOUNDATION BY UNIVERSAL 3'-4" CONDUIT STUB CAR SIDE PRECAST CONCRETE FOUNDATION BY UNIVERSAL NOTES: 1. PRECAST CONCRETE FOUNDATION DESIGNED AND ENGINEERED BY UNIVERSAL. 2. PRECAST CONCRETE FOUNDATION SUPPLIED BY TESLA AND INSTALLED BY CONTRACTOR. 3. CHARGING POST SHALL BE ANCHORED TO PRE-INSTALLED THREADED INSERTS ON PRECAST FOUNDATION WITH HARDWARE SUPPLIED BY TESLA AND INSTALLED BY CONTRACTOR. 4. PRECAST CONCRETE FOUNDATION DIMENSIONS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL COORDINATE WITH TESLA FOR EXACT DIMENSIONS AND SPECIFICATIONS. 5. SEE FROST NOTES ON SHEET GN-3 FOR FOUNDATION PREPARATION. 3'-4"2'-6" ±1"PAVEMENT PLAN VIEW 4'-3" 1 '-6" 1 '-1 0" OVERLAY TO TERMINATE INTO SIDE OF FOUNDATION1'-6"1'-10" 4'-3"46"46.6"MUL C H PER S HE E T GN -2 FI N I S HE D GRA DE RE MOV E TOP 1/2 OF B URL A P, TWI N E , ROPE A N D B A S KE T FROM ROOTB A L L S C A RI FY S I D E S OF PL A N TI N G HOLE TOPS OI L B RE A K 6" S UB -S OI L AS N E C E S S A RY 2 X BALL S E T TOP OF ROOT C R OWN 1" A B OV E FI N I S HE D GRA DE GENERAL NOTES: 1. PRUNE ROOTS IF BALL IS ROOTBOUND. REMOVE ALL CONTAINERS AND NON-BIODEGRADABLE BURLAP. WHEN BACKFILLING PLANT PIT, PLACE PLANTING SOIL IN TWO LIFTS. AFTER FIRST LIFT, PUDDLE SOIL IN WITH WATER TO REMOVE ALL AIR POCKETS. PLACE SECOND LIFT AND CONTINUE TO PUDDLE AND FILL AS NECESSARY. 2. CONTRACTOR SHALL LOCATE NEW CHARGE POST CONDUITS PRIOR TO INSTALLING TREES AND SHRUBS. PLANT INSTALLATION SHALL NOT DAMAGE CONDUIT. 5 N.T.S NOTES: 1. CHARGING CABINET SHALL BE ANCHORED TO CAST-IN-PLACE FOUNDATION WITH (4) 5/8" DIA. HILTI KWIK BOLT TZ STAINLESS STEEL ANCHORS, 3-1/8" MIN. EMBEDMENT. PROVIDED AND INSTALLED BY CONTRACTOR. PROVIDE 8" MIN. EDGE DISTANCE AND 8" MIN. BOLT SPACING. 2. CHARGING CABINET BASE TEMPLATE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL COORDINATE WITH TESLA FOR EXACT DIMENSIONS AND SPECIFICATIONS. PLAN VIEW CAST-IN-PLACE CONCRETE FOUNDATION. SEE DETAIL 1/C-6 BACK FRONT CABINET BASE TEMPLATE PROVIDED BY TESLA. SEE NOTE #2 8"MIN.8" MIN. TEMPLATE ANCHOR LOCATIONS. SEE NOTE #1 & #210"±4'-3"8" MIN. AC DCDC ±5'-9" SINGLE CABINET ONLY SEE EQUIPMENT DIMENSION PLAN FOR OVERALL PAD SIZE AND CABINET QUANTITY CHARGING CABINET FOUNDATION TEMPLATE DETAIL 1 2 /1 6/1 9 DIR-201 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau EV CHARGINGONLYNOPARKINGEV CHARGINGONLYEV CHARGINGONLYSHEET NUMBER IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-10 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 INSTALLATION MANAGER: MARK EDWARDS CALIFORNIA EV ADA STANDARDS CALIFORNIA EV ADA STANDARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ ADA KEYNOTES # 1. STANDARD ACCESSIBLE STALL PER CBC 1 1 B-81 2.6.2. 2. VAN ACCESSIBLE STALL PER CBC 1 1 B-81 2.6.1 . 3. ACCESS AISLE PER CBC 1 1 B-81 2.7. 4. SURFACE MARKING TO READ "NO PARKING" PER CBC 1 1 B-81 2.7.2. 5. ACCESSIBLE ROUTE PER CBC 1 1 B-81 2.5. 6. ADA IDENTIFICATION SIGN(S) PER CBC 1 1 B-81 2.8 7. SURFACE MARKING TO READ "EV CHARGIN G ONLY" PER CBC 1 1 B-81 2.9 8. AMBULATORY ACCESSIBLE STALL STALL PER CBC 1 1 B-81 2.6.3.. ADA GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE 201 6 CBC 11B: ACCESSIBILITY TO PUBLIC BUILDIN GS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDIN GS, AND PUBLIC HOUSIN G. 2. OPERABLE PARTS: OPERABLE PARTS: THE CHARGE POST HANDLE IS A MAXIMUM OF 48" FROM THE GROUND PER 1 1 B-309.3. 3. ACCESS AISLE CROSS SLOPE & RUN NING SLOPE SHALL NOT EXCEED 1:48. 4. ACCESSIBLE ROUTE RUNNING SLOPE SHALL NOT EXCEED 1:20. 5. ACCESSIBLE ROUTE CROSS SLOPE SHALL NOT EXCEED 1:48. 6. ADA PAVEMENT MARKING COLOR SHALL CONFORM WITH 1 1 B-81 2.7.2 7. ACCESSIBLE EV CHARGERS ARE COMPLIANT WITH CLEAR FLOOR AND HEIGHT DIMEN SIONS OF SECTION 1 1 B-309. LEGEND EXISTING PATH OF TRAVEL CLEAR FLOOR SPACE 2'-6"4'-0" 9'-0" 5'-0" 1 2'-0" 1 3 2 7 4 7 1 0'-0" 8 6 6 5 AMBULATORY EVCS 7 NOTE: PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIES ARE SHOWN FOR REFERENCE ONLY. REFER TO SURVEY BY OTHERS FOR EXACT LOCATION.18'-0"TYP.EXISTING PATH OF TRAVEL 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 C-11 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 CIVIL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ PROPOSED TESLA CHARGING CABINET (TYPICAL) PROPOSED STEP-DOWN TRANSFORMER AND SUB-PANEL ASSEMBLY PROPOSED UTILITY TRANSFORMER PROPOSED TESLA CHARGE POST PROPOSED CONCRETE CURB PROPOSED SHRUB B A EQUIPMENT PLAN VIEW EQUIPMENT ELEVATION A - 1 "=1 0' EQUIPMENT ELEVATION B - 1 "=1 0' EXISTING TREE PROPOSED BOLLARD EXISTING TREE PROPOSED CURB PROPOSED SHRUBS PROPOSED SWITCHGEAR EQUIPMENT AREA ELEVATIONS 0' 10'5' SCALE: 1 "=1 0' EQUIPMENT SCHEDULE EQUIPMENT NAME TESLA CHARGING CABINET TESLA CHARGING POST DEPTHWIDTH HEIGHT TESLA SWITCHGEAR UTILITY TRANSFORMER 90" 55" 43" 67" 40" 18" QTY 7 28 1 93" 224" 56" 1 75" 90" 106" STEP-DOWN TRANSFORMER 1 90" 42" 34" LEVEL 2 CHARGING POST 72" 14" 18"3 1 2 /1 6/1 9 0 0 0 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-1 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 OVERALL UTILITY PLAN OVERALL UTILITY PLAN INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ GENERAL SHEET NOTES 1. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATION. 2. ALL PROPOSED CONDUITS MUST MEET MINIMUM DEPTH REQUIREMENTS AS OUTLINED IN DETAILS ON SHEET E-5, AS WELL AS MAINTAIN A MINIMUM OF 18" CLEAR OF ALL EXISTING OBSTRUCTIONS INCLUDING (BUT NOT LIMITED TO) STORM PIPES, SANITARY PIPES, WATER LINES AND OTHER UNDERGROUND UTILITIES. 3. FOR TRAFFIC CONTROL PROCEDURES (IF APPLICABLE), SEE TRAFFIC CONTROL NOTES ON SHEET GN-1. PG&E ATTN: ARASH NEGARANDEH (415) 695-3340 ARASH.NEGARANDEH@PGE.COM POWER COMPANY CONTACTS PROVIDE PRIMARY SIDE TRENCHING PROVIDE & INSTALL PRIMARY SIDE CONDUITS W/ PULLWIRE PROVIDE & INSTALL PRIMARY SIDE CONDUCTORS PROVIDE & INSTALL UTILITY TRANSFORMER PAD PROVIDE UTILITY TRANSFORMER INSTALL UTILITY TRANSFORMER INSTALL CONNECTIONS AT UTILITY TRANSFORMER (PRIMARY) INSTALL CONNECTIONS AT UTILITY TRANSFORMER (SECONDARY) PROVIDE METER BASE INSTALL METER BASE PROVIDE METER INSTALL METER PROVIDE SECONDARY SIDE TRENCHING PROVIDE & INSTALL SECONDARY SIDE CONDUITS W/ PULLWIRE PROVIDE ROAD CUTS / ROAD BORES PROVIDE & INSTALL PAVEMENT REPLACEMENT ELECTRICAL SCOPE OF WORK RESPONSIBILITIES NOTE: SCOPE SHOWN ABOVE WAS PROVIDED BY PG&E. FIELD VERIFY PRIOR TO CONSTRUCTION. PROVIDE & INSTALL SECONDARY SIDE CONDUCTORS SCOPE BY UTILITY BY CONTRACTOR x x x x x x x x x x x x x x x x PROVIDE CTs INSTALL CTs (INSIDE SWITCHGEAR) x x 0' 30' 60'SCALE: 1 "=60' TARGET ALVES DRIVE SAICH WAYHAPPY DAYS CHILD DEVELOPMENT U BREAKIFIX PULLWIRE PULLWIRE X- INSPECTIONS BEFORE BORE X- BORES CONTRACTOR TO INSTALL VAULT #5. UTILITY TO SPLICE IN CABLE. PROVIDE AND INSTALL BUS DUCT ENTRANCE TERMINATION BOX x INSTALL BUS DUCT TERMINATION END FLANGE AND FLANGE PLATE (PROVIDED BY EQUIPMENT MANUFACTURER)x INSTALL FEEDER BUS DUCT (PROVIDED BY EQUIPMENT MANUFACTURER)x 1. TRANSFORMER SIDE BUS DUCT TERMINATION BOX TO BE PROVIDED AND INSTALLED BY PGE. 2. CUSTOMER SIDE FEEDER BUS DUCT SUPPLIED BY SCHNEIDER AND INSTALLED BY THE CONTRACTOR. 3. SCHNEIDER SERVICE TECH TO PERFORM ON-SITE FIELD MEASUREMENTS FOR CUSTOMER SIDE FEEDER BUS DUCT ONCE CONCRETE PAD AND SWITCHGEAR HAS BEEN SET. CUSTOMER SIDE FEEDER BUS DUCT MUST BE INSTALLED PRIOR TO PGE CONSTRUCTION. INSTALL BUS DUCT PER PGE GREEN BOOK 063929. DETAILS AND DIMENSIONS ARE PROVIDED. CONTRACTOR SHALL VERIFY WITH SCHNEIDER PRIOR TO SETTING CONCRETE PAD AND EQUIPMENT. 4. END FLANGE PROVIDED/INSTALLED ON SWITCHGEAR ENCLOSURE BY SCHNEIDER. 5. CONTRACTOR SHALL INSTALL SWITCHGEAR PAD AND TRANSFORMER PAD AT SAME LEVEL AND DOWEL TOGETHER TO ENSURE BUS DUCT IS INSTALLED ON LEVEL SURFACE PER PGE RECOMMENDATIONS. 6. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF TRANSFORMER PAD AND SWITCHGEAR TO MATCH BUS DUCT CONNECTION LOCATIONS. 7. CONTRACTOR SHALL COORDINATE WITH PGE AND SCHNEIDER PRIOR TO EQUIPMENT AND BUS DUCT INSTALLATION AND REFER TO PGE GREENBOOK FOR ADDITIONAL BUS DUCT INSTALLATION DETAILS. 8. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH PGE AND SCHNEIDER SO THAT ALL DIMENSIONS REQUIRED TO BE MET ARE SET CORRECTLY FOR THE SUCC ESSFUL INSTALLATION OF THE BUS DUCTS. BUS DUCT NOTES 1. AERIAL IMAGERY FROM GOOGLE EARTH DATED ON 05/09/201 8. THIS PLAN IS FOR REFERENCE ONLY. MAP DATA: GOOGLE, LANDSAT, COPERNICUS 2. PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIES ARE SHOWN FOR REFERENCE ONLY. REFER TO SURVEY BY OTHERS FOR EXACT LOCATION. NOTES: PROJECT AREA: SEE SITE PLAN ON SHEET C-3. PROPOSED UNDERGROUND PRIMARY CONDUITS & CONDUCTORS TO BE DIRECTIONAL BORED. COORDINATE WITH UTILITY FOR CONDUIT SIZE, QUANTITY, COMPLETE ROUTING AND PROVIDE ALL LABOR AND MATERIALS AS REQUIRED. E-10 - 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau EV CHARGING ONLYNOPARKINGEV CHARGING ONLYEV CHARGING ONLYSHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON , UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LIC EN SED PROFESSION AL ENGIN EER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW C HEC KED BY: RP/EPM DRAWN BY: GPD PRO JEC T NUMBER: HD 201 91 41.47 E-2A 20745 STEVEN S CREEK BLVD (TESLA STATIO N ) C UPERTIN O, CA 95014 ELEC TRIC AL EQUIP MEN T PLAN ELEC TRIC AL EQUIP MEN T PLAN IN STALLATIO N MAN AG ER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGN ED AND SEALED C 10.23.1 9 SIGN ED AND SEALED 0 12.16.1 9 REVISED PER AHJ ELEC TRIC AL KE YN O TES # 1. UN DERG ROUN D C ONDUITS SHALL BE ROUTED UP THROUG H C O N C RETE SLAB. # 1. " " DEN OTES FEEDER REFEREN C E. REFER TO SHEET E-3 FOR FEEDER/C IRC UIT SC HEDULE. 2. C ON TRAC TOR SHALL REFER TO CIVIL SHEETS FOR EXISTING LAN DSC APING TO REMAIN AND PROPOSED LAN DSC APIN G. 3. C ONTRAC TOR SHALL HAND DIG AROUN D ALL EXISTING UTILITIES. 4. C ONDUIT ELBOWS SHALL BE SIZED PER N EC . C O N TRAC TOR SHALL VERIFY MAN UFAC TURER ALLOWABLE FILL. SEE FEEDER SC HEDULE FOR C O N DUIT & C ONDUC TO R SPEC IFIC ATION S. 5. ALL C O N DUITS AC C ESSIBLE TO THE PUBLIC OR WHIC H C AN BE DAMAGED SHALL BE RIGID G ALVAN IZED STEEL. G EN ERAL SHEET N OTES 2 C OLO R TEMPERATURE SYMBOL QUANTITY SERIES WATTS DISTRIBUTION VO LTAGE MOUNTIN G C O N TRO L O PTIO NS FINISH AC C ESSORIES LUMINAIRE SC H EDULE (7) PROPO SED TESLA C HARG IN G POSTS (TYP.) 1 PROPO SED C HARG EPOIN T SIN G LE PORT LEVEL 2 C HARG ER (TYPICAL OF 2)C-9 2 C-6 5 PRO POSED C O N DUIT FOR AREA LIGHT. SEE SC HEDULE ON THIS SHEET. 12 0' 10' 20'SCALE: 1 "=2 0' 1A 1B 1 C 1D 2D 2C 2B 2A 3A 3B 3C 3D 5A 4A 4B 4C 4D 7D 7C 7B 7A 6D 6C 6B 6A 5D 5C 5B PROJ EC T AREA: SEE ELEC TRIC AL EQUIPMEN T PLAN EN LARG EMEN T ON SHEET E-2B. PROPOSED UN DERG RO UN D PRIMARY C O N DUITS & C O N DUC TO RS TO BE DIREC TIO N AL BORED. C O ORDIN ATE WITH UTILITY FOR C ON DUIT SIZE, QUANTITY, C OMPLETE ROUTIN G AND PROVIDE ALL LABOR AND MATERIALS AS REQUIRED. C ON TRAC TOR SHALL IN STALL DC C O N DUITS BELOW PRIMARY C ON DUITS AND MAIN TAIN A MINIMUM OF 7-1/2" VERTICAL AND HO RIZO N TAL SEPARATIO N . C OORDIN ATE WITH UTILITY PRIOR TO ROUG H IN. PROPO SED SL1-A AREA LIGHT ON C ON C RETE FOUN DATION C-7 6 PROPO SED 1" C O N DUITS FROM C HARG EPOIN T SUB PANEL TO C HARG EPO IN T LEVEL 2 C HARG ERS 11 E-5 3 (1 1 ) PRO POSED TESLA C HARG IN G POSTS (TYP.)C-6 3 (1) PROPOS ED TESLA C HARG IN G POST C-9 3 5 1 PRO POSED C O N DUIT FOR AREA LIG HT. SEE SC HEDULE ON THIS SHEET. 12 PROPO SED C ON DUIT FOR AREA LIG HT. SEE SC HEDULE ON THIS SHEET. 12 C O N TRAC TO R SHALL IN STALL DC C ON DUITS BELOW PRIMARY C ON DUITS AND MAIN TAIN A MINIMUM OF 7-1/2" VERTICAL AND HORIZON TAL SEP ARATIO N. C OORDIN ATE WITH UTILITY PRIOR TO RO UG H IN. E-10 - (7) PROPO SED TESLA C HARG IN G PO STS (TYP.)C-6 5 (1) PRO POSED TESLA C HARGIN G POST C-6 3 (1) PRO POSED TESLA C HARGIN G POST C-6 3 N O TE: PROPERTY LINE AND RIG H T-OF-WAY BOUN DARIES ARE SHO WN FOR REFEREN C E ONLY. REFER TO SURVEY BY OTHERS FOR EXACT LO C ATION. PRO PO SED C HARG EPOIN T DUAL PORT LEVEL 2 C HARG ER. C-9 2 PROPO SED TESLA C HARG IN G POST C ON DUITS, 3A THRU 5A (SEE V3 DATASHEET FOR SPEC ) 5 PRO POSED TESLA CHARG IN G POST C O N DUITS, 5B THRU 7D (SEE V3 DATASHEET FOR SPEC ) 5 1 PROPO SED TESLA C HARG IN G POST C O N DUITS, 1A THRU 2D (SEE V3 DATASHEET FOR SPEC ) 1 BRONZESL1 LED 50 40K T3 BRONZE OC.SEN SOR, PHO TO C ELL, BACK GLARE SHEILD 277V BLPSSS 4" 20'POLE SL1 LED 50 T3 BRONZEBRONZE 277V40K 1 BRONZESL1 LED 50 40K T3 BRONZE 277V C ATALO G NUMBER LL-SL1 -MD-50W-40K-T3-UN V-G SB BLPSSS 4" 20' POLE BLPSSS 4" 20' POLE LL-SL1 -MD-50W-40K-T3-UN V LL-SL1 -MD-50W-40K-T3-UN V SL1-A NAME SL1-B SL1 -C PRO POSED SL1-B AREA LIGHT ON C O N C RETE FO UN DATIO N C-7 6 PROPO SED SL1 -C AREA LIGHT ON C ON C RETE FOUN DATION C-7 6 O C . SEN SOR, PHO TOC ELL O C . SEN SOR, PHO TOC ELL 0 1 2 /1 6/1 9 0 0 0 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02/20/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-2B 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL EQUIPMENT PLAN ELECTRICAL EQUIPMENT PLAN INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ ELECTRICAL KEYNOTES # 1. UNDERGROUND CONDUITS SHALL BE ROUTED UP THROUGH CONCRETE SLAB. # 1. " " DENOTES FEEDER REFERENCE. REFER TO SHEET E-3 FOR FEEDER/CIRCUIT SCHEDULE. 2. CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR EXISTING LANDSCAPING TO REMAIN AND PROPOSED LANDSCAPING. 3. CONTRACTOR SHALL HAND DIG AROUND ALL EXISTING UTILITIES. 4. CONDUIT ELBOWS SHALL BE SIZED PER NEC. CONTRACTOR SHALL VERIFY MANUFACTURER ALLOWABLE FILL. SEE FEEDER SCHEDULE FOR CONDUIT & CONDUCTOR SPEC IFICATIONS. 5. ALL CONDUITS ACCESSIBLE TO THE PUBLIC OR WHICH CAN BE DAMAGED SHALL BE RIGID GALVANIZED STEEL. GENERAL SHEET NOTES PROPOSED CONDUIT FOR AREA LIGHT. SEE SCHEDULE ON THIS SHEET.12 PROPOSED 1" CONDUITS FROM CHARGEPOINT SUB PANEL TO CHARGEPOINT LEVEL 2 CHARGERS (1) PROPOSED CONDUIT (FROM SWITCHGEAR TO STEP-DOWN TRANSFORMER) PROPOSED STEP-DOWN TRANSFORMER AND SUB-PANEL ASSEMBLY 9 PROPOSED CONDUIT FOR MASTER CONTROLLER POWER CIRCUIT ROUTED TO SWITCHGEAR PROPOSED CONDUITS FOR COMMU NICATION CABLE FROM MASTER CONTROLLER TO EACH CHARGING CABINET (7) PROPOSED TESLA CHARGING CABINETS (TYP.) (21) PROPOSED CONDUITS FROM PROPOSED SWITCHGEAR TO PROPOSED CHARGING CABINETS (3 PER CHARGING CABINET) C-6 1 E-5 3 4 6 PROPOSED CONDUITS ROUTED FROM EACH CABINET TO CENTER CABINET FOR SHARED DC BUS CONNECTION 8 7 E-5 3 E-5 3 PROPOSED MASTER CONTROLLER MOUNTED TO CABINET. CONTRACTOR SHALL COORDINATE WITH TESLA FOR MOUNTING DETAILS. PENETRATION INTO THE CABINET IS NOT REQUIRED/ALLOWED 0' 2.5' 5'SCALE: 1"=5' 5 6 7 1 2 3 4 PROPOSED SWITCHGEAR ASSEMBLY - DEAD BACK PROPOSED UTILITY TRANSFORMER WITH TAPS, 480V/277V, 3Ø, 4W MOUNTED ON CONCRETE PAD PROPOSED CTs MOUNTED IN SWITCHGEAR (2) PROPOSED UTILITY METERS MOUNTED ON SWITCHGEAR E-6 2 PROPOSED UNDERGROUND PRIMARY CONDUITS & CONDUCTORS TO BE DIRECTIONAL BORED. COORDINATE WITH UTILITY FOR CONDUIT SIZE, QUANTITY, COMPLETE ROUTING AND PROVIDE ALL LABOR AND MATERIALS AS REQUIRED. E-9 - 11 PROPOSED BOLLARDS FOR TRANSFORMER VEHICLE PROTECTION (TYPICAL OF 9). SEE UTILITY DETAILS SHEET. E-9 - PROPOSED CONDUCTORS & BUS DUCT SERVICE LATERAL ROUTED FROM PROPOSED TRANSFORMER TO PROPOSED SWITCHGEAR PER POWER COMPANY REQUIREMENTS 1 E-8 - E-7 - FEEDER BUS DUCT (PROVIDED BY EQUIPMENT MANUFACTURER & INSTALLED BY CONTRACTOR) BUS DUCT ENTRANCE TERMINATION BOX (PROVIDED & INSTALLED BY PGE) 4'-0" 2'-6" PROPOSED CONDUIT FOR AREA LIGHT. SEE SCHEDULE ON THIS SHEET.12 E-5 3 E-6 1 E-10 - NOTE: PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIES ARE SHOWN FOR REFERENCE ONLY. REFER TO SURVEY BY OTHERS FOR EXACT LOCATION. 5 1 PROPOSED TESLA CHARGING POST CONDUITS, 1A THRU 2D (SEE V3 DATASHEET FOR SPEC) 5 1 PROPOSED TESLA CHARGING POST CONDUITS, 5B THRU 7D (SEE V3 DATASHEET FOR SPEC) 5 1 PROPOSED TESLA CHARGING POST CONDUITS, 3A THRU 5A (SEE V3 DATASHEET FOR SPEC) 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-3 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 SYSTEM ONE-LINE DIAGRAM SYSTEM ONE-LINE DIAGRAM A INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ FEEDER/CIRCUIT SCHEDULE PROPOSED SERVICE EQUIPMENT;INCOMING PROPOSED SERVICE EQUIPMENT; 4000A TRIP MAIN BREAKER PROPOSED TESLA CHARGING CABINETS 1-7 PROPOSED SERVICE EQUIPMENT; BRANCH CIRCUIT DISTRIBUTION I-LINE PANEL FACTORY INSTALLED 4000A BUSS (BY MANUFACTURER) PROPOSED TESLA CHARGING CABINETS 1-7 PROPOSED SERVICE EQUIPMENT; I-LINE PANEL (250AMP) PROPOSED SERVICE EQUIPMENT;4000A &100A TRIP MAIN BREAKER FACTORY INSTALLED 4000A BUSS (BY MANUFACTURER) PROPOSED TESLA CHARGING POSTS 1-28 NO FROM TO CONFIGURATION 2 3 4 5 GENERAL SHEET NOTES 9 10 PROPOSED 'DP2', 1 20/240V, 1Ø POWER DISTRIBUTION PANEL (NEMA 3R) WITH LOCKABLE DOOR 1 1 FACTORY INSTALLED SECONDARY WIRING (BY MANUFACTURER) PROPOSED 'DP2', 1 20/240V, 1Ø POWER DISTRIBUTION PANEL (NEMA 3R) WITH LOCKABLE DOOR 37.5KVA STEP-DOWN TRANSFORMER PRI: 480V-1Ø SEC: 1 20/240V-1 Ø (NEMA 3R) (3) #1/0 AWG Al (THWN-2) (1) #6 AWG Cu GND (THWN-2) IN 2" PVC CONDUIT 37.5KVA STEP-DOWN TRANSFORMER PRI: 480V-1 Ø SEC: 1 20/240V-1 Ø (NEMA 3R) PROPOSED SERVICE EQUIPMENT; 100A TRIP MAIN BREAKER (SERVICE #2) 6 PROPOSED SERVICE EQUIPMENT; I-LINE PANEL SITE MASTER CONTROLLER 7 SITE MASTER CONTROLLER PROPOSED TESLA CHARGING CABINETS 1-7 COMMUNICATION CABLE BY TESLA IN 1" PVC CONDUIT. SEE SUPPLEMENTAL DOCUMENTS 8 CENTER CHARGING CABINET (SHARED DC BUS CABINET) DC BUS OF EACH CHARGING CABINET PROPOSED SERVICE EQUIPMENT; I-LINE PANEL (15 AMP) PROPOSED 277V AREA LIGHT (BY CONTRACTOR) (TYPICAL OF 4, 3 SINGLE & 1 DUAL HEAD) NOTE: ALL ABOVE GROUND CONDUITS SHALL BE RGS. SEE RACEWAY AND BOXES, NOTE #1, ON SHEET EN-2. (3) 350 MCM Al (XHHW-2, 90°C) (1) 350 MCM Al NEUT (XHHW-2, 90°C) (1) #1/0 AWG Cu GND (XHHW-2, 90°C) IN EACH (3) 3" PVC CONDUIT OR 3" NON-METALLIC FLEXIBLE CONDUIT. SEE FLEX SPEC ON SHEET E-5. 0 BUS DUCT CONNECTION INTO TRANSFORMER BY UTILITY END FLANGE PROVIDED/INSTALLED ON SWITCHGEAR ENCLOSURE BY SCHNEIDER UTILITY PAD MOUNTED TRANSFORMER WITH TAPS 480/277V, 3Ø, 4W (BY UTILITY) BUS DUCT CONNECTION INTO TERMINATION END FLANGE AND SWITCHGEAR END FLANGE BY CONTRACTOR BUS DUCT TERMINATION END FLANGE AND FLANGE PLATE PROVIDED BY SCHNEIDER AND INSTALLED BY CONTRACTOR 1 PROPOSED TRANSFORMER GROUND (PER UTILITY) TERMINATION BOX BY UTILITY FEEDER BUS DUCT BY CUSTOMER TERMINATION END FLANGE BUS DUCT TERMINATION END FLANGE PROPOSED SERVICE EQUIPMENT;INCOMING1 (10)SETS OF (3)600 MCM Cu (XHHW-2, 90°C) (1)600 MCM Cu NEUT (XHHW-2, 90°C) UTILITY TRANSFORMER/ METERING BUS DUCT TERMINATION END FLANGE0 PROPOSED CONDUCTORS BY UTILITY SERVICE #1 SERVICE ENTRANCE MAIN DISCONNECT SWITCH SERVICE #2 INCOMING 4000/3 100% RATED GND SECTION 2 SECTION 1 #4/0 AWG TINNED COPPER GROUNDING ELECTRODE CONDUCTOR PER NEC 250 PROPOSED METER 480/277V, 3), 4W SEE NOTE 2 M 16'-0" IDEAL SPACING SERVICE ENTRANCE MAIN DISCONNECT SWITCH w/ GROUND FAULT PROTECTION (ARC ENERGY REDUCTION SWITCH INCLUDED ON 1 200A SWITCHGEAR AND ABOVE) SERVICE #1 6'-0" MINIMUM SPACING. (2) 5/8" x 8'-0" COPPER CLAD GROUND ROD INSTALLATION PER NEC 250 PROPOSED 4000A 480/277V, 3Ø, 4W MAIN I-LINE PANEL 'MDP' WITHIN SERVICE EQUIPMENT (BY MANUFACTURER) PROPOSED 4000A SERVICE EQUIPMENT 480/277V, 3Ø, 4W, 65 KAIC. SECTION 3 M SECTION 4 9 SEE NOTE 2 SERVICE #2 100/3 100% RATED GND 16'-0" IDEAL SPACING (2) 5/8" x 8'-0" COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.62, 250.64, AND 250.68. #4/0 AWG TINNED COPPER GROUNDING ELECTRODE CONDUCTOR 40/240/240/2SPARESPARE40/240/23 2 PROPOSED METER 480/277V, 3), 4W, 7-JAW (SEE NOTE 2) NEUT NEUT 1 1 700/36 SITE MASTER CONTROLLER. CONFIGURE INTERNAL XFMR FOR SINGLE PHASE. 7 30/180% RATEDTYP OF 6700/380% RATEDTYP OF 120/1INPUT A INPUT B 12 PROPOSED AREA LIGHT (PROVIDED BY CONTRACTOR) PRI: 480V - 1Ø, 65 kAIC SEC: 1 20/240V - 1Ø, 22 kAIC %Z: 1 .6% 10 200/240/2PROPOSED INTEGRATED 37.5KVA STEP-DOWN TRANSFORMER & 200A ELECTRICAL PANEL 'DP2' 1 20/240V, 1Ø, 3W, 22kAIC, OUTDOOR RATED, NEMA 3R, LOCKABLE BOND TO 37.5 KVA TRANSFORMER GROUNDING ELECTRODE WITH #2 BARE TINNED COPPER FACTORY INSTALLED 12 DUAL LEVEL 2 CHARGER 11 #2 INSUL., 3/4" SCHED 80 PVC EQUIPMENT WIRING & CONDUIT BY TESLA. SEE SUPPLEMENTAL V3 SUPERCHARGER DATASHEET FOR SPECIFICATIONS NOTE: CONTRACTOR SHALL VERIFY AC AND DC WIRING REQUIRMENTS WITH VENDOR'S SCHEMATIC WIRING DRAWINGS NOTE: ALL CONDUCTORS ARE RATED @ 600 VOLTS, EXCEPT THOSE CONDUCTORS NOTED @ 1000 VOLTS. 69,367 AVAILABLE FAULT CURRENT (AMPS) 1 2 3 4 67,699 63,939 33,995 1 2 3 5 5 9,141 *NOTE: INDICATED FAULT CURRENT IS 480V - 1Ø ** 4 SINGLE LEVEL 2 CHARGER SINGLE LEVEL 2 CHARGER PROPOSED LEVEL 2 CHARGER (TYP. OF 2) SINGLE PORT: (2) #8 AWG Cu (THWN-2) (1) #10 AWG Cu GND (THWN-2) IN 1" PVC CONDUIT DUAL PORT: (4) #6 AWG Cu (THWN-2) (1) #10 AWG Cu GND (THWN-2) IN 1" PVC CONDUIT PROPOSED LEVEL 2 CHARGER (TYP. OF 1) A 5 VEHICLE CHARGING POST (TOTAL OF 28) TYPICAL OF 4 POSTS PER CABINET TYPICAL CHARGING CABINET ONLY (TYP. OF 6) B C D INTEGRAL DISCONNECT FOR EACH CHARGING POST FOR SERVICING OF EQUIPMENT (TYPICAL EACH CABINET) CHARGING CABINET/CENTER DC CABINET FOR SHARED DC BUS INTERCONNECTION (STAR CONNECTION) TYPICAL OF 1 CONTRACTOR SHALL PROVIDE SIGNAGE AT CHARGING CABINET STATING "TWO POWER FEEDS SUPPLIED TO CHARGING CABINET. AC DISCONNECT IN SWITCHGEAR & INTEGRAL DC DISCONNECT IN CHARGING CABINET" CENTER CABINET TYPICAL CABINET A B C D 8 NOTE: ALL TESLA SYSTEM WIRING AND GROUNDING METHODS SHALL CONFORM TO MANUFACTURER RECOMMENDED PRACTICES (2) #10 AWG Cu (THWN-2, 90°C) (1) #10 AWG Cu GND (THWN-2, 90°C) IN 1" PVC CONDUIT (2) 600 MCM Al (XHH W-2,90°,1000V RATED) (1) #1/0 AWG Cu GND (XHHW-2,90°,1000V RATED) (1) #3/0 AWG Al DC MID (XHHW-2,90°,1000V RATED) EACH IN (2) 3" PVC CONDUIT. 1. NEUTRAL MUST BE INCLUDED FOR PROPER O PER ATION OF TESLA S UPERCHA RGERS . 2. PROPOSED UTILITY CTs SHALL BE LOCATED IN UTILITY APPROVED CT COMPA RTMENTS MOUNTED IN SWIT CHGEAR . PROPOSED METER SHALL BE MOUNTEDON SWIT CHGEAR . 3. SEE SHEET E-4 FOR PANEL SCHEDULES. 4. ALL CONDUIT FURNIS HED AND INS TALLED BY CONTRACTO R. ALL WIRING FUR NIS HED BY TESLA AND INSTALLED BY CONTRACTOR UNLESS NOTED OTHER WISE. SEE SHEET E-1 FOR UTILITY/CONT RACTO R SCOPE OF WORK. 5. ALL BUSHINGS AND IN TERNAL WIRING OF PROPO SED SERVICE EQUIPMENT PROVIDED BY MA NUFACTURER. ANY MODIFICATIONS SHALL REQUIRE ENGINEERING AP PROVAL PRIOR TO ANY CHANGE S BEING MADE. 6. VERIFY AVAILABLE FAULT CURRENT AT THE SE CONDARY OF THE UTILITY TRA NSFORMER WITH THE POWER COMPANY. CONDUCT A FAULT CURRENT ANALYSIS TO DETERMINE THE INTERR UPTING CA PACITY (AIC RATING) OF THE ELECTRICAL EQUIPMENT . 7. CONTRA CTOR SHALL PERFO RM ARC FLASH CALCULAT IONS AS REQUIRED IN THE FOLLOWING: NFPA 70; NFPA 70E; OSHA 29; AND IEEE STAN DARDS 1584. CONTRA CTOR SHALL OBTAIN ALL NEC ESSARY INFORMATION FROM POWER COMPANY TO CALCULATE FLASH PROTE CTION BOUNDARIES, INCIDENT ENERGY LEVELS, AND SHALL DETERMINE MINIMUM PPE RE QUIREMENTS FOR COMPLETING THE WARNING LA BELS. PROV IDE WARNING LABELS CONTA ININ G ALL THE LATEST INFORMATION AS REQ UIRED BY LOCAL JURISDICTION, STATE AND F EDERAL CODES AND LAWS 8. ALL ALUMINUM (Al) CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATIN G DURING INSTALLATION. ALL OTHER CONDUCT ORS ARE COPPER UNLESS NOTED OTHERWIS E. 9. ALL CONDUITS ACCESSIBLE TO THE GENERAL PUBLIC OR WHICH CONDUIT S CAN BE DAMAGE D SHALL BE RIGID GALV ANIZED STEEL. 10. ALL ELECT RICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STAT ES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION. 11. THE CH ARGING CABIN ETS AND THE CHA RGING POSTS USED ON THIS PROJECT COMPLY WITH THE FOLLOWING STANDARDS: · UL 2202 12. THE AFOREMENTIONED STANDARDS IDE NTIFY THE REQUIREMENTS MET BY THE EQ UIPMENT , INCLUDING BUT NOT LIMITED TO : · PROT ECTION AG AINST ELECTRIC SHOCK · OVERLOAD AND SHORT CIRCUIT P ROTE CTION · FAULT PRO T ECTIO N · DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDO US LIVE PARTS · THE INTERNAL COMPONENTS OF THE SYSTEM ARE PROPRIET ARY. ANY QUEST IO NS CONCE RNING ACTUAL INTERNAL PROTECTIVE DEVICES MUST BE CO ORDINATED DIRECTLY WITH TESLA. · INTERLOCK THAT DE-E NERGIZE S THE ELECTRIC VEHICLE CONNECTOR WHENE VER THE ELECTRICAL C ONNE CTOR IS UNCO UPLED FROM THE ELECT RIC VEHICLE · AUTOMATIC DE-ENERGIZAT ION OF CHARGING POST CABLE UPON EXPOSURE TO STRAIN (1) #12 AWG Cu (THWN-2, 90°C) (1) #12 AWG Cu NEUT (THWN-2-2, 90°C) (1) #12 AWG Cu GND (THWN-2-2, 90°C) IN 1" CONDUIT 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-4 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 PANEL SCHEDULES INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ N.T.S 2 N.T.S 1PANEL SCHEDULE 'MDP' SPECIFICATIONS: SERVICE ENTRANCE RATED, 4000A BUS, 65 KAIC, 100% RATED MCB, NEMA 3R ENCLOSURE ***THE SUM OF THE TOTAL CONNECTED LOADS (NONCONTINUOUS LOAD PLUS THE CONTINUOUS LOAD) TERMINATE IN AN OVERCURRENT DEVICE WHERE BOTH THE OVERCURRENT DEVICE AND ITS ASSEMBLY ARE LISTED FOR OPERATION AT 100 PERCENT OF THEIR RATING. PANEL BOARD NOTES 1. PANELS ARE LOCATED WITHIN PROPOSED SERVICE EQUIPMENT AND IS PROVIDED AND INSTALLED BY MANUFACTURER. 2. REFER TO DETAIL '2' ON SHEET E-6 FOR PROPOSED SERVICE EQUIPMENT LAYOUT PROVIDED BY MANUFACTURER. 3. PROVIDE EQUIPMENT WITH SUFFICIENT INTERRUPTING CAPACITY (AIC) REQUIRED FOR A SAFE INSTALLATION. AIC RATING NOTED ON EACH PANELBOARD SCHEDULE IS MINIMUM RATING ACCEPTED WITHOUT ADDITIONAL DOCUMENTATION THAT INDICATES DIFFERENTLY. 4. CIRCUITS SHALL BE REARRANGED AS REQUIRED TO MAINTAIN THE MOST BALANCED LOADS ON EACH PHASE WITHIN EACH PANEL. PROVIDE TYPED PANEL DIRECTORY MOUNTED PER MANUFACTURERS RECOMMENDATIONS WITH SERVICE EQUIPMENT. 5. OCPD FOR CHARGING CABINETS ARE CALCULATED AS FOLLOWS: 521A AC INPUT TO CABINET x 1 .25 = 651 .25A ==> 700A BRANCH BREAKER REQUIRED PANEL 'MDP' TO UTILITY XFMR ***1 25% CONT. LOAD CALC: TOTAL KW TOTAL AMPS A B C 4000/3 100% RATED PANEL SCHEDULE 'DP2' 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-5 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ1N.T.S 3 N.T.S 5 N.T.S 2N.T.S DETAIL NOT USED TYPICAL CONDUIT UNDER SOLID TRENCH DETAIL 1" OF GRANULAR BACKFILL BETWEEN CONDUITS NOTES: 1. ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF. 2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRECONSTRUCTION CONDITIONS OR BETTER. 3. CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELD CONDITIONS VARY, CONTRACTOR SHALL COORDINATE WITH CONTACT ENGINEER LISTED ON SHEET T-1. 4. VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING ON SHEET E-2 FOR ROUTING. HAND TAMPED 12" GRANULAR BACKFILL (SAND BEDDING) UNDISTURBED SOIL (TYP.) EXIS TING GRADE 6"MIN24" MINCLEAN GRANULAR BACKFILL. 6" LIFT MAXIMUM, PLATE TAMP (1/2"), 95% COMPACTION MINIMUM 6" 6" VERIFY SEE NOTE 4 VERIFY CONDUIT TYPE, SIZE AND QUANTITY WITH FEEDER SCHEDULE ON SHEET E-3. DETECTABLE WARNING TAPE RED WITH BLACK LETTERING INDICATING "ELECTRICAL" AND ROUTED ALONG CONDUIT PATH 6"MIN12"DETAIL NOT USED DETAIL NOT USED 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-6 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ 5 N.T.S 2N.T.S FLEXIBLE NON-METALLIC CONDUIT SPECIFICATION SWITCHGEAR ASSEMBLY SPECIFICATIONS 1N.T.S STEP-DOWN TRANSFORMER & SUB-PANEL ASSEMBLY SPECIFICATIONS FOR REFERENCE ONLY DIR-2019-011 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-7 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ FOR REFERENCE ONLY N.T.SBUS DUCT DETAIL DIR-2019-011 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-8 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ FOR REFERENCE ONLY N.T.SBUS DUCT DETAIL DIR-2019-011 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-9 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 UTILITY DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ N.T.SUTILITY DETAILS FOR REFERENCE ONLY DIR-2019-011 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-10 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ N.T.SFINAL UTILITY DESIGN FOR REFERENCE ONLY FINAL UTILITY DESIGN F O R R E F E R E N C E O N L Y 07/1 7/2 01 9 DIR-2019-011 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau N.T.STESLA EQUIPMENT CUTSHEETS FOR REFERENCE ONLY SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41 .47 E-11 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 1 0.02.1 9 SIGNED AND SEALED C 1 0.23.1 9 SIGNED AND SEALED 0 1 2.1 6.1 9 REVISED PER AHJ TESLA EQUIPMENT CUTSHEETS DIR-2019-011 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-12 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL DETAILS INSTALLATION MANAGER: MARK EDWARDS B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ TITLE 24 ENERGY ANALYSIS 2N.T.S N.T.SNRCC-LTO-01 -E PAGE 2 NRCC-LTO-01 -E PAGE 4 3N.T.S NRCC-LTO-01 -E PAGE 1 4 N.T.S NRCC-LTO-01 -E PAGE 3 1 1 2 /1 6/1 9 520 South Main Street, Suite Akron, OH 4431 330.572.2100 Fax: 330 .572.2 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-13 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL DETAILS INSTALLATION MANAGER: MARK EDWARDS B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ TITLE 24 ENERGY ANALYSIS 2N.T.S 1N.T.S 3 N.T.S NRCC-LTO-02-E PAGE 1 4 N.T.S NRCC-LTO-02-E PAGE 3 NRCC-LTO-02-E PAGE 2 DETAIL NOT USED 1 2 /1 6/1 9 520 South Main Street, Suite Akron, OH 4431 330.572.2100 Fax: 330 .572.2 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 E-14 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL DETAILS INSTALLATION MANAGER: MARK EDWARDS B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ TITLE 24 ENERGY ANALYSIS 2N.T.S 1N.T.S 3 N.T.S NRCC-LTO-02-E PAGE 1 4 N.T.S NRCC-LTO-02-E PAGE 3 NRCC-LTO-02-E PAGE 2 NRCC-LTO-02-E PAGE 3 1 2 /1 6/1 9 520 South Main Street, Suite Akron, OH 4431 330.572.2100 Fax: 330 .572.2 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau EV CHARGINGONLYNOPARKINGEV CHARGINGONLY EV CHARGINGONLY0.7 0.9 1.3 1.9 2.6 2.7 3.0 3.0 2.9 2.9 2.3 2.0 1.9 2.0 2.5 2.9 2.9 3.1 2.9 2.7 2.5 1 .7 1 .2 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.10.10.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 0.9 0.7 0.6 0.4 0.4 0.3 0.3 0.2 0.2 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.1 1.6 2.1 2.1 1.6 1.1 0.7 0.6 0.5 0.4 0.4 0.3 0.0 0.1 0.1 0.2 0.3 0.4 0.6 1.0 1.8 3.1 4.7 4.8 3.2 1.9 1.1 0.8 0.7 0.7 0.7 0.5 0.0 0.1 0.1 0.2 0.3 0.5 0.8 1.4 2.6 5.0 8.1 8.3 5.2 2.8 1.6 1.0 0.9 0.9 1.2 1.0 0.0 0.1 0.1 0.2 0.3 0.5 0.8 1.4 2.6 5.1 7.9 8.0 5.3 2.9 1.7 1.1 1.0 1.4 2.0 1.9 0.0 0.1 0.1 0.2 0.3 0.4 0.7 1.2 2.2 4.1 6.5 6.7 4.4 2.7 1.7 1.2 1.2 2.1 3.8 3.5 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.4 2.3 3.2 3.5 2.8 2.2 1.5 1.2 1.3 2.6 5.5 3.8 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.1 1.6 1.9 2.1 2.4 1.8 1.4 1.3 2.4 4.4 3.7 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.5 2.4 3.6 2.7 1.7 1.4 2.0 3.0 2.7 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.4 3.2 5.6 3.9 2.3 1.5 1.8 2.6 2.3 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.6 1.3 3.1 5.7 3.9 2.3 1.5 2.1 3.5 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 2.1 3.4 2.5 1.6 1.4 2.5 5.0 3.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.2 1.7 1.4 1.0 1.1 2.3 4.7 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.9 0.8 0.7 0.7 1.5 2.9 2.8 0.4 0.5 0.5 0.4 0.5 0.9 1.4 1.3 0.3 0.3 0.3 0.3 0.4 0.5 0.8 0.6 SL1 -C SL1-A SL1-A SL1-B SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON , UN LESS THEY ARE ACTING UNDER THE DIRECTION OF A LIC EN SED PROFESSION AL EN GIN EER, TO ALTER THIS DOCUMEN T. REV DATE DESCRIPTION 05.20.19 ISSUED FOR 100% REVIEW C HEC KED BY: RP/EPM DRAWN BY: GPD PRO JEC T NUMBER: HD 201 91 41.47 E-15 20745 STEVEN S CREEK BLVD (TESLA STATION ) C UPERTIN O, CA 95014 IN STALLATIO N MAN AG ER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 1 0.02.1 9 SIGNED AND SEALED 1 0.23.1 9 SIG N ED AND SEALED D 12.16.1 9 SIGN ED AND SEALED 0' 10' 20'SCALE: 1"=20' Statistics Description Symbol Avg Max Min Charge Station Beyond 1.1 fc 8.3 fc 0.0 fc Property Line 0.8 fc 3.1 fc 0.0 fc Charge Station 1.9 fc 8.3 fc 0.1 fc Schedule QTY Catalog Number Description Number Lamps Lumens per Lamp LLF Wattage 1 LL-SL1-MD-50W-40K-T3- UNV 2 6958 1 100 2 LL-SL1-MD-50W-40K-T3- -UNV-GSB 1 6958 1 50SITE LIGHTER WITH TYPE III OPTICS WITH BACK GLARE SHEILD QTY SL1-C SL1-A 1 LL-SL1-MD-50W-40K-T3- UNV SITE LIGHTER WITH TYPE III OPTICS 1 6958 1 50SL1-B UNV SITE LIGHTER WITH TYPE III OPTICS 2 HEAD 180 DEGREES PH O TO METRIC PLAN P H O TOMETRIC PLAN REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW B 10.02.1 9 SIGN ED AND SEALED C 10.23.1 9 SIGN ED AND SEALED 0 12.16.1 9 REVISED PER AHJ 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 EBS-1 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL BREAKER SETTINGS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ SETUP METER STATUS EVENTS PICKUP: 0.95 xln BAND: 4000A L ONG T IM E C1 L ONG T IM E CURVE: 12T PICKUP: S H O RT T IM E 1.5 0 xLT SLOPE: OFF BAND: 2.0 PICKUP: INS T 1 5 .0 xln PICKUP: GF S UM 0.6 xCT SLOPE: OFF BAND: 1 3 .0 SETUP NAVIGATION LONG TIME CURVE SELECTION LONG TIME SETTINGS SHORT TIME SETTINGS GROUND FAULT SUM SETTINGS INSTANTANEOUS PICKUP autom a tic reset lo ck o u t RATINGPLUG 1 2 0 0 A En tell iGuard TU Trip Unit status GGN12 L5T 8AR XXXX 1200A P931& P 83 5 5 G T PU 2 C 0 N32 33 A. MAIN MENU OR 'HOME SCREEN' B. LONG TIME CURVE SELECTION.I2T SELECTION PROVIDES 'C'RANGE OF PROTECTION,OR LOGARITHMIC RESPONSE. I4T PROVIDES 'F'RANGE OF PROTECTION, OR FUSE (MIMICKING) RESPONSE. C. LONG TIME PICKUP. RANGE = 0.50 - 1.0. D. LONG TIME DELAY. RANGE = C1 - MAX. E. SHORT TIME PICKUP. RANGE = 1.5 - MAX (BREAKER SPECIFIC). F. SHORT TIME DELAY. RANGE = 1.5 - 9. G. SHORT TIME SLOPE. SETTINGS: 1 - MINIMUM SLOPE (SHOWN AS MIN); 2 - INTERMEDIATE SLOPE (SHOWN AS INT); 3 - MAXIMUM SLOPE (SHOWN AS MAX); AND 'OFF'. H. INSTANTANEOUS PICKUP. RANGE = 2 - 15. I. GROUND FAULT PICKUP. RANGE = 0.2 - 0.6. J. GROUND FAULT DELAY. RANGE = 1 - 13. K. GROUND FAULT SLOPE. SETTINGS: 'OFF' (DEFINITE TIME DELAY); 1 - I2T SLOPE; 2 - SGF SLOPE; 3 - I4T SLOPE. L. ENTELLIGUARD TRIP UNIT. FOR REFERENCE ONLY. M. GE 'SFLA' 250A THERMAL MAGNETIC MOLDED CASE BREAKER. A C D E F G B H I J K SHEET KEYNOTES _ NOTES L 1. FOR ANY QUESTIONS OR CLARIFICATIONS REGARDING BREAKER SETTINGS, CONTACT MIKE GREEN, GPD GROUP, AT 330-572-2267. SPS S pe ctr a RMS TM HI I.C. C IR C U IT B R EA KER Cat. NO. SKLA36AT0800 800 AMP MAX 600 VAC ~ 3 POLE RATING PLUG TYPE: SRPK800A LUG DATA: 75 DEG C WIRE CAT NO: TCAL81 WIRE RANGE: 3/0 - 500kcmil CU 3/0 - 500kcmil AL TORQUE: 375 lb-in IN TERR UPTING RATING RMS SYM. AMPS. 50/60 Hz ® VOLTS kA 240 100 480 65 600 25 C IR B K R FR A M E 2 OR 3 P O L E U N I T S HID H A C R T yp e HID 4 8 0 V M A X I S S U E ZD -6 2 4 3 TRIP OFF ON 65 4 3 2 MAX MIN I > T YP E S R P K 80 0 A 7 0 0 S R P F 2 5 0 A 2 0 0 I N S T . A D J. R A N G E L 0 5 9 0 A 1 1 80 A 75 0 0 1 5 35 A 9 4 0 A HI 2 0 0 A700A M 700A 'SKLA' BREAKER - TYPICAL OF 7 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 EN-1 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL GENERAL NOTES INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ GENERAL ELECTRICAL SPECIFICATIONS 1. THE FOLLOWING ARE ABBREVIATED SPEC IFICATIONS. ALL ITEMS NECESSARY FOR A COMPLETE AND OPERABLE JOB (TO THE SATISFACTION OF OWNER) WHETHER SHOWN OR IMPLIED SHALL BE HELD AS THE RESPONSIBILITY OF THE CONTRACTOR 2. IMPORTANT NOTE: "CONTRACTOR" REFERENCED IN THESE SPECIFICATIONS SHALL INDICATE WORK BY ELECTRICAL CONTRACTOR OR ANY OF HIS SUBCONTRACTORS UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT ONLY. COORDINATE INSTALLATION WITH OTHER TRADES TO VERIFY THE ACTUAL SPACE CONDITIONS THAT ARE TO BE MAINTAINED. NO ADDITIONAL PAYMENT WILL BE APPROVED FOR FAILURE TO COMPLY. 4. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5. CONTRACTOR SHALL NOTE SCALE ELECTRICAL DRAWINGS. REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT AND CONFIRM WITH CONSTRUCTION MANAGER ANY SIZES AND LOCATIONS WHEN NEEDED. 6. CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: THE CONTRACT, SPECIFICATIONS, AND CONSTRUCTION DRAWINGS. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO INSTALL ALL ELECTRICAL EQUIPMENT, CONDUIT, WIRING ETC. AS SHOWN OR IMPLIED ON THE DRAWINGS AND TO PROVIDE A COMPLETE OPERATIVE SYSTEM TO THE SATISFACTION OF OWNER. 7. CONTRACTOR SHALL PROVIDE ON-SITE SUPERVISION AT ALL TIMES WHILE THE WORK IS BEING PERFORMED AND SHALL DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 8. INSTALLATION OF ALL ELECTRICAL EQUIPMENT, DEVICES, CONDUITS, ETC. MUST BE COORDINATED WITH ALL OTHER TRADES. COORDINATE SHUTDOWN TIMES AND WORKING HOURS WITH BUILDING OWNER, INCLUDING OFF HOURS, WEEKEND, AND HOLIDAY WORK AS REQUIRED. 9. ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE OWNER IN WRITING PRIOR TO THE AWARD OF THE CONTRACT AND AN ADDENDUM WILL BE ISSUED TO COVER SAME. 10. GUARANTEE - CONTRACTOR SHALL FURNISH OWNER WITH A WRITTEN GUARANTEE TO PROMPTLY REMEDY ALL DEFECTS OF WORK OR MATERIALS WITHOUT CHARGE FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE AND INSPECTION. 1 1 . MATERIALS - ALL MATERIALS AND EQUIPMENT SHALL BE NEW, IN ORIGINAL CONTAINERS/WRAPPINGS, SHALL BE SPECIFICATION GRADE, AND LABELED OR LISTED BY U.L. OR AN ACCREDITED TESTING ORGANIZATION AS REQUIRED BY LOCAL INSPECTORS. 1 2. CONTRACTOR SHALL PROVIDE ADEQUATE AND REQUIRED LIABILITY INSURANCE FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK 13. ALL EQUIPMENT SHALL BE DESIGNED TO OPERATE ON VOLTAGE AND PHASE SPECIFIED. CONTRACTOR FURNISHING EQUIPMENT OTHER THAN INDICATED SHALL BE RESPONSIBLE FOR ANY CHANGES IN CONDUCTORS, RACEWAYS, SWITCHES, MAIN FEEDERS, AND APPURTENANCES AND PAY ALL ASSOCIATED COSTS. REQUIREMENTS FOR ANY INCREASE IN CAPACITIES SHALL BE REVIEWED BY ENGINEER. 14. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. LICENSES, CERTIFICATIONS OF INSPECTION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL GOVERNING AGENCIES THAT REQUIRE SITE INSPECTION OF THE WORK AND/OR SIMPLY NOTIFICATION. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK. 2. CONTRACTOR AND ALL OF HIS SUBCONTRACTORS THAT PERFORM ANY WORK ON THIS PROJECT SHALL BE CURRENTLY LICENSED BY ALL AGENCIES WHICH GOVERN OVER THE LAND(S) ON WHICH CONSTRUCTION IS TO TAKE PLACE. CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS AS REQUIRED, ALL COSTS SHALL BE BORNE BY CONTRACTOR. 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS INCIDENTAL TO WORK UNDER THIS CONTRACT. WHEN THE WORK IS COMPLETED, THE REQUIRED CERTIFICATES OF APPROVAL SHALL BE FURNISHED TO THE BUILDING OWNER. CONTRACTOR MUST BE LICENSED IN THE STATE, COUNTY AND CITY OF THE PROJECT SITE. CODES AND ORDINANCES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LATEST EDITION OF NEC AND ALL APPLICABLE CODES AND ORDINANCES, INCLUDING SUCH AS PERTAIN TO THE SAFETY AND HEALTH RELATIONS. CODES AND ORDINANCES SHALL TAKE PRECEDENCE OVER THE DRAWINGS AND SPECIFIC ATIONS ONLY IN CASE OF CONFLICT AND SHALL INCLUDE BUT NOT BE LIMITED TO: A. UL - UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT E. SBC - STANDARD BUILDING CODE F. NFPA - NATIONAL FIRE CODES CHARGING CABINET NOTE 1. PER NEC 625.22 - THE USER INTERFACE (CHARGE POST) IS CONTROLLED BY THE ELECTRICAL EQUIPMENT (CHARGING CABINET) AND THE FOLLOWING PRECAUTIONS HAVE BEEN TAKEN TO ENSURE THE SAFETY OF CUSTOMERS AND THOSE AROUND THE EQUIPMENT. BEFORE ANY VOLTAGE OR CURRENT IS APPLIED TO THE CHARGE POST, THE CABINET MUST COMMUNICATE WITH THE TESLA VEHICLE. THERE IS A 'HANDSHAKE' BETWEEN THE CAR AND THE CABINET CONFIRMING THAT THE VEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE THE SUPERCHARGING. VOLTAGE IS THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE POST AND ONCE THE VOLTAGE READING FROM THE CAR IS VERIFIED AS THE SAME IN THE CHARGING CABINET, THEN CURRENT BEGINS TO FLOW. IF AT ANY POINT IN THIS PROCESS A FAULT IS DETECTED, THE CHARGING WILL STOP IMMEDIATELY, WITHIN A MATTER OF MILLISECONDS.DURING THE NORMAL CHARGING CYCLE, IF ANY FAULT OR IRREGULARITY IS DETECTED, THE CHARGING WILL AGAIN STOP WITHIN MILLISECONDS OF DETECTION. BEYOND THIS LOGIC PROTECTION, THERE IS PHYSICAL PROTECTION FROM OVER-CURRENT OR OVER-VOLTAGE WITHIN EACH OF THE CHARGERS. BEYOND THAT, FAST ACTING FUSES ALSO PROTECT THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT. POST CONSTRUCTION AND PROJECT CLOSEOUT DOCUMENTATION 1. AS-BUILT REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. TO PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS, STORE IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE OWNER'S REFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK DRAWINGS THAT ARE MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE. NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE CONSTRUCTION MANAGER FOR THE OWNER'S RECORDS. CONTRACTOR SHALL SUBMIT AS-BUILT SET OF PLANS TO THE ENGINEER WITHIN 7 DAYS OF COMPLETION OF C ONSTRUCTION. EXISTING CONDITIONS AND DEMOLITION 1. ALL ELECTRICAL DEMOLITION WORK, INCLUDING MATERIAL REMOVAL FROM THE SITE, SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. BEFORE PROCEEDING WITH THE DEMOLITION WORK, THE CONTRACTOR SHALL OBTAIN FROM THE BUILDING OWNER A LIST OF ANY REMOVED ITEMS TO BE SALVAGED. ALL OTHER REMOVED MATERIALS AND EQUIPMENT SHALL BE PROPERLY DISCARDED OFF THE PREMISES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTY RESULTING FROM THE CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE AT THE COMPLETION OF WORK. 3. EXISTING UTILITIES AND CONDITIONS ARE SHOWN FROM FIELD DATA AND EXISTING DOCUMENTS AND ARE NOT NECESSARILY COMPLETE OR ACCURATE. ALL FIELD CONDITIONS SHALL BE VERIFIED BY CONTRACTOR BEFORE START OF CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE, EXPOSE, AND DETERMINE IF CONFLICTS EXIST WITH THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL NOTIFY THE OWNER IN ORDER TO RESOLVE ANY CONFLICTS. EXISTING ELECTRICAL CONDUIT, WIRING, ETC. DAMAGED DURING RENOVATION SHALL BE REPLACED IN LIKE KIND AND CHARACTER, AND AT THE EXISTING UTILITY LINES, DRAIN OR FIELD TILE DAMAGED SHALL BE REPAIRED OR REPLACED,AS NEEDED, IN LIKE KIND AND CHARACTER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING CONDUITS, CONTROL WIRING, ETC., WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 5. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 6. SITE VISIT - CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING HIS WORK. NO EXTRAS WILL BE PERMITTED FOR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. QUANTITIES OF MATERIALS SHALL BE PER CONTRACTOR'S MEASUREMENTS. BASIC ELECTRICAL MATERIALS AND METHODS 1. WHERE STRUCTURAL OPENINGS ARE NOT AVAILABLE, THE CONTRACTOR SHALL CORE DRILL OR CUT CHASES IN WALLS AND FLOORS AS REQUIRED. ALL NEW OPENINGS SHALL BE COORDINATED WITH THE ENGINEER. ALL PENETRATIONS OF THE BUILDING WALLS, CEILING AND FLOORS, THE CONTRACTOR SHALL SEAL WITH QUALITY CAULK, FIRE RATED AND WATERTIGHT, SUBMITTED FOR APPROVAL BY THE OWNER. 2. TRASH REMOVAL: CONTRACTOR SHALL REMOVE ALL TRASH CREATED BY HIMSELF OR HIS SUBCONTRACTORS DUE TO DEMOLITION OR CONSTRUC TION. THE CONTRACTOR SHALL ALSO REMOVE TRASH CREATED BY OTHER SUBCONTRACTORS INCLUDING CABLE REELS, CARDBOARD BOXES AND PACKING. PROMPTLY CLEAN-UP ALL SOILING, DEBRIS AND OTHER UNSIGHTLY OR HAZARDOUS CONDITIONS, CAUSED BY WORK OR DELIVERIES UNDER THIS CONTRACT, FROM THE BUILDING GROUNDS, ENTRIES, CORRIDORS, STAIRWAYS, ELEVATORS OR OTHER PUBLIC AREAS. ALL SHALL BE REMOVED FROM THE SITE IN A TIMELY FASHION TO A LEGAL DISPOSAL FACILITY. 3. SIGNAGE: CONTRACTOR SHALL MAINTAIN SECURITY AROUND PERIMETER OF C ONSTRUCTION SITE DURING ALL HOURS BY INSTALLING A TEMPORARY RIBBON FOR INTERIOR WORK TO IDENTIFY CONSTRUCTION AREAS AS REQUIRED. SIGNAGE SHALL BE POSTED WITH NOTIFICATIONS OF "NO TRESPASSING" AND "CONSTRUC TION AREA". 4. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR DO ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CUTTING, SUBSEQUENT PATCHING, AND REQUIRED FLASHING FOR ALL ITEMS NECESSARY FOR ELECTRICAL PART OF THE CONTRACT. PATCH, PAINT, AND REPAIR ANY AREA DAMAGED TO THE SATISFACTION OF THE BUILDING OWNER. 6. THE EXACT LOCATIONS OF ALL ELECTRICAL DEVICES, EQUIPMENT AND CONDUIT, AS SHOWN ON THE DRAWING, IS APPROXIMATE. WHEN NOT SHOWN IN DETAIL, THE EXACT LOCATION OR ROUTING SHALL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF OWNER. 7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR THE MOUNTING AND SUPPORT OF ALL ITEMS REQUIRING THE SAME AS REQUIRED BY N.E.C. 8. TRENCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. 9. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 10. ALL BOLTS SHALL BE STAINLESS STEEL. 1 1 . FOR UNDERGROUND RACEWAYS, PROVIDE ADDITIONAL SLACK IN CONDUCTORS AND CONDUIT EXPANSION JOINTS IN ORDER TO ALLOW FOR EARTH MOVEMENT FROM SETTLEMENT, FROST, ETC. IN ORDER TO PREVENT DAMAGE TO THE CONDUCTORS OR TO THE EQUIPMENT CONNECTED TO THE RACEWAYS PER THE NEC. 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 EN-2 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 ELECTRICAL GENERAL NOTES INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ ELECTRICAL EQUIPMENT 1. ALL EQUIPMENT SHALL BE DESIGNED TO OPERATE ON VOLTAGE AND PHASE SPECIFIED. CONTRACTOR FURNISHING EQUIPMENT OTHER THAN INDICATED SHALL BE RESPONSIBLE FOR ANY CHANGES IN CONDUCTORS, RACEWAYS, SWITCHES, MAIN FEEDERS, AND APPURTENANCES AND PAY ALL ASSOCIATED C OSTS. REQUIREMENTS FOR ANY INCREASE IN CAPACITIES SHALL BE REVIEWED BY ENGINEER. 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 JURISDIC TION. 4. PROVIDE MATERIALS BY THE FOLLOWING MANUFACTURERS TO SUIT THE APPLICATION: SPECIFIED TEC HNOLOG IES, INC (STI), SOMERVILLE, NJ; TREMCO, INC., BEACHWOOD, OH; OR 3M INC., MINNEAPOLIS, MN FAULT CURRENT, COORDINATION STUDY, AND ARC FLASH 1. CONTRACTOR SHALL CONDUCT A FAULT CURRENT CALCULATION AND COORDINATION STUDY TO ENSURE THE CORRECT AIC RATING OF NEW ELECTRICAL PANELBOARDS AND THE SETTINGS OF ANY ADJUSTABLE BREAKERS. THE RESULTS OF THESE STUDIES SHALL BE SUBMITTED WITH THE PANELBOARD SHOP DRAWINGS. ANY PANELS SUBMITTED WITHOUT THIS DOCUMENTATION WILL BE REJECTED WITHOUT BEING REVIEWED AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR SHALL PROVIDE AN ARC-FLASH STUDY AND LABEL ALL EQUIPMENT AS REQUIRED PER THE N.E.C. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1. ALL RACEWAYS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE N.E.C. AND ANY LOCAL CODES. 2. ALL CONDUITS SHALL CONTAIN A CODE SIZE GROUNDING CONDUCTOR. 3. EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSULATED WITH GREEN-COLORED INSULATION. 4. GROUNDING ELECTRODE CONDUCTORS SHALL BE STRANDED CABLE. 5. MATERIALS AND CONNECTION COMPONENTS FOR GROUNDING AND BONDING SHALL BE MANUFACTURED BY ERICO, THOMAS & BETTS, OR BURNDY. ELECTRICAL IDENTIFICATION 1. PROVIDE NAMEPLATES FOR ALL MAJOR ELECTRICAL EQUIPMENT AND ON EQUIPMENT AS DIRECTED BY OWNER. 2. PROVIDE ALL FEEDERS AND BRANCH CIRCUIT WIRING WITH COLOR CODED 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 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" 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, 600V, COLOR CODED, UNLESS NOTED ALUMINUM (AL). REFER TO "ALUMINUM CONDUCTOR REQUIREMENTS" THIS SHEET. PROVIDE 75°C RATED CONDUCTORS FOR AMPACITIES ABOVE 100A AND 60°C RATED CONDUCTORS FOR AMPACITIES OF 100 AMPS OR LESS. PROVIDE SOLID OR STRANDED FOR #10 AWG AND SMALLER, STRANDED FOR #8 AWG AND LARGER. UNLESS NOTED OTHERWISE ON DRAWINGS. 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 N.E.C. (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 NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 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 SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 6. CABLES - MC CABLE IS NOT PERMITTED. 7. PROVIDE WIRE AND CABLE MANUFACTURED BY ONE OF THE FOLLOWING: AMERICAN INSULATED WIRE CORPORATION; NEXANS; CERROWIRE; SOUTHWIRE; OR ENCORE WIRE. 8. 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 THE 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 C ONNEC TIONS. 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 A 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 U.L. GUIDE FOR WIRE CONNECTORS ( ZMOW ), AND PROVIDE THE SPECIAL TOOLS REQUIRED BY THE MANUFACTURER. DIE-LESS CRIMPERS WILL NOT BE ACCEPTED. RACEWAY AND BOXES 1. RACEWAYS: UNLESS NOTED OTHERWISE, ALL EXPOSED CONDUIT SHALL BE R.G.S., SCHEDULE 80 AND COVERED 6" BELOW FINISHED GRADE TO BE PVC, SCHEDULE 40. PROVIDE WEATHERPROOF FLEX CONNECTIONS WHERE REQUIRED. CONTRACTOR SHALL PROVIDE JUNCTION AND/OR PULL BOXES WHERE SHOWN ON THE DRAWINGS, OR AS REQUIRED, WHETHER SHOWN ON THE DRAWINGS OR NOT, AND SIZED PER N.E.C. PROVIDE NON-METALLIC ENCLOSURE WITH OPEN BOTTOM AND GASKETED COVER MANUFACTURED BY QUAZITE OR EQUIVALENT WITH DRIVE-OVER COVER ABLE TO WITHSTAND OCCASIONAL NON-DELIBERATE LIGHT VEHICULAR TRAFFIC. LABEL COVER TO SUIT INSTALLATION (I.E. "POWER" "COMMUNICATIONS", "LIGHTING", ETC.) AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. A. ABOVE GRADE: R.G.S. B. BELOW GRADE: SCHEDULE 40 PVC (UNLESS NOTED OTHERWISE) 2. ALL WIRING SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE A MINIMUM OF 3/4". 3. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. CONTRACTOR SHALL PROVIDE MANUFACTURED LONG RADIUS BENDS FOR ALL CONDUITS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'. 4. OUTLET BOXES SHALL BE CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 5. PROVIDE METAL CONDUIT AND TUBING MANUFACTURED BY ONE OF THE FOLLOWING: ALFLEX CORPORATION; ANAMET INCORPORATED, ANACONDA METAL HOSE; ANIXTER BROTHERS INCORPORATED; CAROL CABLE COMPANY INCORPORATED; ELECTRI-FLEX COMPANY; GRINNELL COMPANY, ALLIED TUBE AND CONDUIT DIVISION; MONOGRAM COMPANY, AFC; REPUBLIC CONDUIT; OR WHEATLAND TUBE COMPANY. 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 SQUARE 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. SAFETY SWITCHES 1. ALL DISCONNECT SWITCHES SHALL BE HEAVY-DUTY CONSTRUCTION WITH LOCKABLE HANDLES SIZED AS NOTED ON THE DRAWINGS AND/OR RISER DIAGRAM. PROVIDE NEMA ENCLOSURE AS REQUIRED BY EXPOSURE TYPE. ALL FUSIBLE SWITCHES SHALL BE PROVIDED WITH DUAL ELEMENT FUSES SIZED PER THE EQUIPMENT MANUFACTURER'S RECOMMENDATION. FUSES 1. FUSES SHALL BE DUAL ELEMENT, TIME DELAY CURRENT LIMITING. CONTRACTOR SHALL COORDINATE FUSE SIZES WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PER THE N.E.C. 2. PROVIDE FUSES MANUFACTURED FROM ONE OF THE FOLLOWING: COOPER BUSSMAN, INCORPORATED; EAGLE ELECTRIC MANUFACTURING COMPANY INCORPORATED, COOPER INDUSTRIES INCORPORATED; FERRAZ SHAWMUT INCORPORATED.1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-201 9-01 1 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41 .47 G-1 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 GROUNDING DETAILS INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 1N.T.S 3 N.T.S 5 N.T.S 4 N.T.S 2N.T.S CADWELD CONNECTION DETAIL GROUNDING NOTES TYPICAL EARTH GROUNDING PLAN TYPICAL EQUIPMENT GROUNDING SCHEMATIC CHARGING CABINET EARTH GROUNDING DETAIL PROPOSED SWITCHGEAR ASSEMBLY. SHOWN FOR REFERENCE ONLY. REFER TO SHEET E-4 FOR CONFIGURATION FACTORY INSTALLED MAIN BONDING JUMPER FACTORY INSTALLED GROUND BAR(S) #4/0 AWG TINNED COPPER GROUNDING ELECTRODE CONDUCTOR PROPOSED 5/8"x8'-0" GROUND ROD (PER UTILITY REQUIREMENT) 1 6'-0" IDEAL SPACING 6'-0" MINIMUM SPACING INCOMING GND NEUTI-LINE PANEL MAIN BREAKER/ METERING GND #4/0 TINNED COPPER SERVICE 1 SERVICE 2 GND #2 AWG EARTH GROUND SOLID TINNED COPPER GROUNDING ELECTRODE CONDUCTOR FOR EMC (GROUND ROD) PROPOSED CHARGING CABINET PROPOSED AC CONDUIT FROM PROPOSED SWITCHGEAR. SEE FEEDER SCHEDULE FOR QUANTITY AND SPECIFICATIONS 5/8" DIA. x 8'-0" COPPER CLAD GROUND ROD PROPOSED DC POWER CONDUITS TO PROPOSED CHARGING POSTS. SEE FEEDER SCHEDULE FOR QUANTITY AND SPECIFICATIONS #2 SOLID TINNED COPPER BONDED TO SERVICE GROUND. SEE DETAIL 3 THIS SHEET A A B(TYP) A C(TYP) C (TYP) D B (TYP) (TYP) E (TYP) F G (TYP) GROUNDING LEGEND GROUND BAR/LUG WITHIN PROPOSED EQUIPMENT PROPOSED 5/8"x8'-0" GROUND ROD, SEE DETAIL 4, THIS SHEET PROPOSED SERVICE GROUND, SEE DETAIL 4, THIS SHEET PROPOSED CHARGING CABINET GROUND FOR EMC, SEE DETAIL 2, THIS SHEET PROPOSED CHARGING CABINET. SEE PLAN FOR EXACT QUANTITY PROPOSED SWITCHGEAR. SEE PLAN FOR EXACT SIZE AND CONFIGURATION #2 SOLID TINNED COPPER PROPOSED GROUND RING CADWELD CONNECTION (EXOTHERMIC WELD) MECHANICAL CONNECTION GROUND ROD A B C D E F G A A NOTES: 1. EXOTHERMIC WELD (2) TWO, #6 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR/LUG. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE." 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 5. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUND BUS. 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT-SHRINKING TUBE, 600 VOLT INSULATION, ON ALL GROUND TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). 9. TESLA CHARGERS HAVE INTERNAL HIGH IMPEDANCE GROUND FAULT PROTECTION (10M). 1 0. EMC - ELECTROMAGNETIC COMPATIBILITY. 1 1 . ALL GROUNDING HARDWARE SUPPLIED AND INSTALLED BY CONTRACTOR. CADWELD CONNECTIONS (OR APPROVED EQUAL) BURNDY CONNECTIONS (OR APPROVED EQUAL) PARALLEL HORIZONTAL CONDUCTORS PARALLEL THROUGH CONNECTION OF HORIZONTAL TYPE PT THROUGH CABLE TO GROUND ROD THROUGH CABLE TO TOP OF GROUND ROD TYPE GT HORIZONTAL SPLICE SPLICE OF HORIZONTAL CABLES HORIZONTAL STEEL SURFACE TO FLAT STEEL SURFACE OR HORIZONTAL PIPE TYPE HS VERTICAL STEEL SURFACE CABLE DOWN AT 45° TO VERTICAL STEEL SURFACE INCLUDING PIPE TYPE VS VERTICAL PIPE CABLE DOWN AT 45° TO RANGE OF VERTICAL PIPES TYPE VS "C" CONNECTOR HYPRESS TYPE YGHC BOND JUMPER FIELD FABRICATED GREEN STRANDED INSULATED TYPE 2-YA-2 COPPER LUGS TWO HOLE - LONG BARREL LENGTH TYPE YA-2 #1/0 AWG TINNED COPPER EQUIPMENT GROUNDING CONDUCTOR PROPOSED 5/8"x8'-0" GROUND ROD (1) PER (2) CHARGING CABINETS) PROPOSED TESLA CHARGING CABINET (TYP.) #12 AWG GND WITHIN TESLA COMM CABLE (TYPICAL) PROPOSED UNDERGROUND CONDUIT (TYP. OF EACH CHARGE POST) CHASSIS MOUNT GROUND BAR (TYP.) VEHICLE CONNECTOR (TYPICAL) TESLA CHARGING POST (TYP. (4) PER CABINET) #2 AWG SOLID TINNED COPPER EARTH GROUNDING ELECTRODE CONDUCTOR #1/0 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR NOTE: IF CHARGING CABINET IS LOCAL TO SERVICING SWITCHGEAR EARTH GROUND RODS, INDIVIDUAL CHARGING CABINETS GROUND RODS ARE NOT REQUIRED. 1 2 /1 6/1 9 DIR-201 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 GN-1 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 GENERAL NOTES INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ GENERAL C ONSTRUC TION NOTES 1. FOR THE PURPOSE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR: TBD CONTRACTOR: TBD OWNER: TESLA 2. THE TOPOGRAPHIC SURVEY BY CLARK LAND SURVEYING, INC., DATED 04/1 8/201 7 SHALL BE CONSIDERED A PART OF THESE PLANS. THE G.C. IS RESPONSIBLE FOR LOCATING IMPROVEMENTS PER THESE PLANS. 3. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELD SURVEYS AND CITY RECORDS. DUE TO THE LIMITATIONS IN TECHNOLOGY AND GROUND CONDITIONS, NOT ALL UNDERGROUND UTILITIES ARE ABLE TO BE LOCATED. IF AN EXISTING UTILITY LINE IS DAMAGED DURING CONSTRUCTION, IT SHALL BE DETERMINED IF SAID UTILITY LINE WAS ABLE TO BE LOCATED WITH CURRENT TECHNOLOGY BEFORE THE UTILITY LOCATES WOULD TAKE RESPONSIBILITY. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUC TION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 4. ALL DIMENSIONS, GRADES, AND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE BASED ON A TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION/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. 5. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD 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. 6. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUES ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 7. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTION CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATION ON THE DRAWINGS. 9. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 1 1 . 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. 1 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 13. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 14. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 15. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUC TION. 1 6. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE 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. 1 8. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 19. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 21 . THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 22. THE GENERAL 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 C ONSTRUCTION. 23. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 24. 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. 25. 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. 26. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 27. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 28. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 29. 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 J URISDICTION. 30. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 31. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF C ONSTRUCTION AND PRIOR TO PAYMENT. 32. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 33. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 34. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED FOR SERVICE EQUIPMENT). HANDICAP ACCESS MAY BE REQUIRED FOR CHARGING POSTS. SEE PLAN. 35. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUC TION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. EXISTING LEGEND PROPERTY LINE RIGHT OF WAY CENTERLINE OVERHEAD ELECTRIC ELECTRIC MAIN ELECTRIC LINE LIGHT POLE CONDUIT WATER MAIN WATER LINE IRRIGATION LINE GAS LINE STORM LINE SANITARY LINE EXISTING BUILDING w w sa st e g co e e gs t t um w tv g g pmp m b sa sep tnk I LIGHT POLE POWER POLE POWER/TELEPHONE POLE LIGHT/TELEPHONE POLE TELEPHONE POLE POWER/LIGHT POLE UNKNOWN POLE ELECTRIC METER ELECTRIC MANHOLE TRANSFORMER ELECTRIC PULLBOX CATCH BASIN CURB INLET STORM MANHOLE SANITARY MANHOLE UNKNOWN MANHOLE SANITARY VALVE SEPTIC TANK FIRE HYDRANT WATER METER WATER VALVE SPRINKLER HEAD WATER MANHOLE GAS VALVE GAS METER GAS MANHOLE GAS SERVICE METER TELEPHONE PEDESTAL TELEPHONE MANHOLE CABLE TV PEDESTAL BOLLARD SIGN LUMINESCENT SIGN CLEANOUT YARD LIGHT FLAG POLE GAS PUMP MAIL BOX POWER/LIGHT/TELE POLE g CURB AND GUTTER PROPOSED CONCRETE PROPOSED ASPHALT CURB WATER MAIN PROPOSED RIVER ROCK IRRIGATION LINE GAS LINE TRANSVERSE STRIPING STORM LINE SANITARY LINE ELECTRIC MAIN LIGHT POLE CONDUIT ELECTRIC LINE WATER LINE PROPOSED LEGEND TRAFFIC CONTROL NOTES 1. DURING THE CONSTRUCTION PERIOD; SIDEWALKS, SHOULDERS, TRAVEL LANE(S), OR STREETS MAY HAVE TO BE TEMPORARILY CLOSED OR RESTRICTED FOR THE UNLOADING / LOADING OF EQUIPMENT OR AS A RESULT OF CONSTRUCTION ACTIVITIES THEMS ELVES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE LOCAL GOVERNING AUTHORITIES ON ANY SUCH CLOSURES AND MUST OBTAIN WRITTEN PERMISSION FROM THE APPROPRIATE AUTHORITIES PRIOR TO IMPLEMENTING SUCH CLOSURES OR RESTRICTIONS. ANY CLOSURE OR RESTRICTION MUST COMPLY WITH THE STATE MANUAL OF UNIFORM CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION AND REVISION), AND WITH ANY AND ALL ADDITIONAL APPLICABLE CITY, VILLAGE, OR COUNTY REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND SUBMIT A FORMAL TRAFFIC CONTROL / MOT PLAN TO THE LOCAL GOVERNING AUTHORITIES IF REQUESTED. ALL REQUIRED CONSTRUCTION TRAFFIC MAINTENANCE DEVICES SHALL BE PROVIDED, ERECTED AND MAINTAINED, AND ULTIMATELY REMOVED BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL MAINTAIN SAFE AND SATISFACTORY ACCESS TO ALL ABUTTING PROPERTIES AND INTERSECTING STREET AT ALL TIMES DURING THE CONSTRUCTION OF THE IMPROVEMENTS ANTICIPATED. DRIVEWAYS MUST BE MAINTAINED AND ALL TRENCHES SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. PER THE STATE MUTCD AND OTHER APPLICABLE APPROPRIATE GOVERNING REQUIREMENTS, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFEGUARDS SUCH AS BARRICADES, SATISFACTORY BARRIERS, CONES, SIGNAGE, BARRELS, MESSAGE BOARDS, LIGHTING, FLAGMEN, LAW ENFORCEMENT OFFICERS, ETC. TO AVOID DAMAGE AND / OR INJURY TO VEHICLES AND PERSONS TRAVERSING THE CONSTRUCTION AREA. CHARGING POST METER SIGN ON POST CHARGING CABINET SWITCHGEAR SIGN ON POST IN BOLLARD LIGHT POLE MASTER CONTROLLER STEP-DOWN TRANSFORMER & SUB-PANEL ASSEMBLY 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 GN-2 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 GENERAL NOTES INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ GENERAL SITE WORK NOTES CONTINUED 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 48-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 PER THE TABLE BELOW: 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 PER APPLICABLE PLAN PREPARED BY CONTRACTOR. 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 CONSTRUC TION. 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, CONTACT ENGINEER IMMEDIATELY. 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 CONSTRUC TION. 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. SIGN POST NOTES. 1. ACCEPTABLE COLOR SUBSTITUTIONS: 2. OTHER ACCEPTABLE COLORS CAN BE FOUND ON ENCYCOLORPEDIA.COM 3. CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY REQUESTS ARE NECESSARY FOR ANY SIGN POST INSTALLATIONS, I.E.POST MATERIAL,PAINT COLORS,HARDWARE, ETC. CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES ALL MATERIALS PRIOR TO INSTALLATION. LANDSCAPE/IRRIGATION NOTES 4. ALL DISTURBED AND PROPOSED LANDSCAPE AREAS SHALL RECEIVE 3" OF DOUBLE SHREDDED BARK MULCH TO MATCH EXISTING CONDITIONS. 5. PLANT GUARANTEE (IF APPLICABLE): CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF PROJECT ACCEPTANCE BY THE OWNER. 6. IRRIGATION RELOCATION: CONTRACTOR FIELD VERIFY IF EXISTING IRRIGATION IS PRESENT, DETERMINE POINT OF CONNECTION, SYSTEM PRESSURE, FIXTURE TYPES, AND POTENTIAL FOR EXPANSION. IF FOUND THAT THE EXISTING IRRIGATION SYSTEM IS CAPABLE OF EXPANSION AND REUSE THAN IT SHALL BE MODIFIED TO PROVIDE 100% COVERAGE OF THE LANDSCAPE AREA. IF THE EXISTING IRRIGATION SYSTEM IS NOT CAPABLE OF EXPANSION, CONTRACTOR TO INSTALL A NEW CONTROLLER, BOOSTER PUMP, AND OTHER APPARATUSES NEEDED FOR A COMPLETE IRRIGATION SYSTEM. IRRIGATED AREAS SHALL BE IRRIGATED BY DRIP IRRIGATION OR SIMILAR FIXTURES BY THE SAME SUPPLIER. CONTRACTOR SHALL ENSURE BUILDING WALLS AND WINDOWS WILL NOT BE DAMAGED OR STAINED BY IMPROPER IRRIGATION INSTALLATION OR POOR SELECTION OF FIXTURES. SYSTEM SHALL INCLUDE ALL SPRINKLER FIXTURES, DRIP TUBING, PIPING, VALVES, WIRING AND CONTROLS TO PROVIDE A COMPLETE FUNCTIONAL SYSTEM THAT SHALL COMPLY WITH CITY CODE. PRIOR TO UPDATING THE IRRIGATION SYSTEM, A CERTIFIED IRRIGATION DESIGNER SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. UPON APPROVAL OF SHOP DRAWINGS, THE UPDATED IRRIGATION SYSTEM SHALL BE APPROVED BY OWNER FOR FINAL ACCEPTANCE. PAINT COLOR SUBSTITUTIONS BRAND PANTONE BENJAMIN MOORE BEHR SHERWIN - WILLIAMS VALSPAR COOL GRAY #7 #a6a19e FUSION / Af-675 #a6a3a1 EQUINOX FF31-1 #9fa29d STAMPED CONCRETE - 7655 #a2a29b STONE MASON GRAY #a19c99 COLOR 1 1/2 INCH (37.5 MM) 100 1 INCH (25.0 MM) 3/4 INCH (1 9.00 MM) 3/8 INCH (9.5 MM) NO. 4 (4.75 MM) NO. 30 (0.600 MM) NO. 200 (0.75 MM) SIEVE SIZE TOTAL PERCENT PASSING 75 TO 100 80 TO 100 35 TO 75 30 TO 60 7 TO 30 3 TO 15 CALIFORNIA EV ADA - GENERAL NOTES 1. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN LETTERS A MINIMUM OF 12 INCHES (305 MM) IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. 2. EVCS VEHICLE SPACES SHALL PROVIDE SURFACE MARKING STATING "EV CHARGING ONLY" IN LETTERS 12 INCHES (305 MM) FROM THE CENTERLINE OF THE VEHICLE SPACE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH. 3. THIS SITE IS COMPLIANT WITH CBC 11B: ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS, AND PUBLIC HOUSING. 4. OPERABLE PARTS: THE CHARGE POST HANDLE IS A MAXIMUM OF 48" FROM THE GROUND PER 1 1 B-309.3. 5. PAVEMENT MARKING COLORS SHALL BE WHITE TO MATCH EXISTING SITE CONDITIONS, UNLESS NOTED OTHERWISE ON THE SITE PLAN. 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 GN-3 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 GENERAL NOTES INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE WORK EXCEPT WHERE SPECIFICALLY DETAILED OR UNLESS OTHERWISE NOTED. DRAWINGS ARE NOT TO BE SCALED. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE SCOPE OF WORK REQUIRED, VISIT THE SITE TO RELATE THE SCOPE OF WORK TO EXISTING CONDITIONS, AND DETERMINE THE EXTENT OF WHICH THOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK. EXISTING CONDITIONS, AS SHOWN ON THESE PLANS, ARE FOR REFERENCE ONLY. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ASSUME THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT AMONG SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY TO RESOLVE THE CONFLICT. ANY DEVIATION, MODIFICATION, OR SUBSTITUTION FROM THE BID SET OF STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION ON THE SHOP DRAWINGS. WITHOUT SUCH PRIOR APPROVAL, DEVIATIONS, MODIFICATIONS, OR SUBSTITUTIONS WILL BE REJECTED. COSTS FOR DEMOLITION AND REWORK OF SUCH ITEMS WILL BE BORNE BY THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS FULLY COMPLETED FOR IN-SERVICE LOADS ONLY. THE MEANS, METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WHICH INCLUDE THE DETERMINATION OF ALLOWABLE CONSTRUCTION LOADING OF THE STRUCTURE. THE CONTRACTOR SHALL PROVIDE, DESIGN, MONITOR, AND MAINTAIN ALL NECESSARY TEMPORARY AND PERMANENT SYSTEMS (SHORING, BRACING, GUYS, FALSEWORK, FORMWORK, SHEETING, ETC.) TO ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF C ONSTRUCTION. ANY SYSTEMS SHOWN ON THE DOCUMENTS ARE PARTIAL AND SCHEMATIC IN NATURE AND EXTENTS ARE NOT ALL INCLUSIVE. ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT EXISTING WORK. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW THE STRUCTURAL CONTRACT DOCUMENTS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS BETWEEN THOSE DOCUMENTS AND ANY SAFETY REGULATIONS. SUCH REVIEW AND NOTIFICATION SHALL OCCUR PRIOR TO PRODUCTION OF SHOP DRAWINGS. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, AND EQUIPMENT FROM DAMAGE AND SHALL PROVIDE PROPER STORAGE FACILITIES FOR MATERIALS AND EQUIPMENT DURING CONSTRUCTION. SITE VISITS PERFORMED BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY THE CONTRACTOR. STRUCTURAL OBSERVATIONS PERFORMED BY THE ARCHITECT/ENGINEER DURING CONSTRUCTION ARE NOT THE C ONTINUOUS AND SPECIAL INSPECTION SERVICES AND DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING DEPARTMENT INSPECTOR OR THE TESTING AGENCY. ALSO, OBSERVATIONS DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. NO STRUCTURAL ELEMENTS ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. GOVERNING BUILDING CODE: 201 6 CALIFORNIA BUILDING CODE LATERAL LOAD DESIGN DATA: WIND DESIGN DATA (ASCE 7-10): BASIC WIND SPEED (Vult) BASIC WIND SPEED (Vasd) IMPORTANCE FACTOR EXPOSURE CATEGORY 1 1 0 86 1.0 C MPH MPH GENERAL: MATERIAL PROPERTIES: PLATE: ASTM A36 UNO PIPE: ASTM A53, TYPE E OR S, GRADE B TUBE: ASTM A1085 GRADE A (Fy = 50 KSI) DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE 201 0 AISC (360-10) SPECIFICATIONS. ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1 SPECIFICATIONS. FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING CONSTRUCTION BEFORE FABRICATION. ALL EXPOSED STRUCTURAL STEEL, ANCHOR RODS AND BOLTS SHALL BE HOT DIP GALVANIZED PER ASTM A123. UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554 Gr 55 WITH HEAVY HEXAGONAL NUT. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCH APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. GENERAL: THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL VERIFY ANY EXISTING FIELD CONDITION THAT MAY AFFECT THE INSTALLATION OF THE FOUNDATION SYSTEM. THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION. UNDERGROUND UTILITY LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CONTRACTOR SHALL PREDETERMINE UTILITY LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF DEVIATION FROM PLANS EXIST. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE SUPPORT OF UTILITIES ACROSS EXCAVATIONS. SHEETING, SHORING, AND DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. NO GEOTECHNICAL REPORT WAS PROVIDED AT THE TIME OF FOUNDATION DESIGN. A SOILS TESTING LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE CONSTRUCTION REVIEW TO ENSURE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS DURING THE EXCAVATIONS, BACKFILL, AND FOUNDATION PHASES OF THE PROJECT. SPREAD/TRENCH FOOTINGS: DETERMINATION OF FINAL BEARING ELEVATIONS, TOPSOIL AND EXCAVATION STRIPPING DEPTH, INSPECTION OF ALL SUBSOIL EXPOSED DURING STRIPPING, SITE GRADING, EXCAVATION OPERATIONS, APPROVAL OF FILL MATERIALS, DENSITY TESTING OF FILLS TO ENSURE PLACEMENT PER SPECIFICATION REQUIREMENTS, INSPECTION OF FOUNDATION BEARING SURFACES, AND VERIFICATION OF ALLOWABLE BEARING PRESSURES ARE THE TESTING LABORATORY'S RESPONSIBILITY. ALL FOUNDATIONS ARE TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL FREE FROM ORGANIC MATTER. IF POOR SOIL CONDITIONS ARE ENCOUNTERED AT FOUNDATION DEPTHS SHOWN, NOTIFY OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL COMPACT SUBGRADE. SEE FROST/NO FROST DESIGN NOTES BELOW. FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 1500 PSF. NEW FOOTINGS PLACED ADJACENT TO EXISTING FOOTINGS SHALL BEAR AT THE SAME ELEVATION, UNLESS NOTED OTHERWISE. STEP FOOTINGS AT A RATIO OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL WITH A MAXIMUM VERTICAL STEP OF 2'-0" UNLESS NOTED OTHERWISE. INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT IN DETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE PLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE INSPECTION. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. GROUNDWATER ASSUMED TO BE BELOW EXCAVATION DEPTH. IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION ON SITE, CONTRACTOR SHALL PROVIDE FOR ANY SITE DRAINAGE AND DE-WATERING REQUIRED. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO EXCAVATION. IF NECESSARY, UTILITIES SHALL BE RELOCATED PRIOR TO FOUNDATION INSTALLATION. CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION & ALL CHARGING POST FOUNDATIONS - FROST DESIGN NOTES (I.E. BOTTOM OF FOUNDATION ABOVE FROST LEVEL): CONCRETE FOUNDATIONS SHOULD BEAR DIRECTLY ON A PROPERLY COMPACTED FREE-DRAINING GRANULAR FILL CONSISTING OF NO. 57 STONE OR AN APPROVED EQUIVALENT. GRANULAR FILL SHOULD EXTEND VERTICALLY TO THE MINIMUM RECOMMENDED REGIONAL FROST DEPTH AND LATERALLY 2/3D FROM THE FOUNDATION PERIMETER (EXCLUDING SIDE OF PERIMETER ADJACENT TO CURB). GRANULAR FILL SHOULD BE PLACED IN 8 INCH LOOSE LIFTS AND COMPACTED WITH A VIBRATORY COMPACTOR. THE COMPACTION EQUIPMENT SHOULD BE OPERATED OVER THE FULL WIDTH OF THE FOUNDATION UNDERCUT AREA UNTIL VISIBLE DEFORMATION OF THE BACKFILL CEASES. SEE SHEET T-1 FOR LOCAL FROST DEPTH. GEOTEXTILE (FILTER FABRIC) SHOULD BE PLACED BETWEEN THE GRANULAR BACKFILL AND COHESIVE SOILS TO PRECLUDE THE INFILTRATION OF FINES. CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION & ALL CHARGING POST FOUNDATIONS - NO FROST DESIGN NOTES (I.E. BOTTOM OF FOUNDATION BELOW FROST LEVEL): CONCRETE FOUNDATIONS SHOULD BE SUPPORTED ON A 6 INCH COMPACTED LAYER OF APPROVED FREE-DRAINING GRANULAR MATERIAL. APPROVED MATERIAL SHOULD BE COMPACTED OVER THE FULL WIDTH OF THE INFILL AREA UNTIL VISIBLE DEFORMATION OF THE BACKFILL CEASES. GENERAL: ALL CONCRETE C ONSTRUCTION SHALL CONFORM TO ACI 301 -1 0, "STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE" AND ACI 302, 305 AND 306 UNLESS NOTED OTHERWISE. ALL DETAILING, FABRICATION AND PLACING OF CONCRETE SHALL CONFORM TO ACI 31 8-1 4, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE LATEST ACI "MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES" UNLESS NOTED OTHERWISE. SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR INSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OF CONSTRUCTION JOINTS. SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINT LOCATIONS AND DETAILS ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BE INCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATION SUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: ALL CONCRETE - 4000 PSI ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (± 1%) AIR ENTRAINMENT. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE FURNISHED IN FLAT SHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE BLOCKS. NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED. PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES DIRECTION. PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS. REINFORCING EMBEDMENT AND LAP SPLICES (INCHES) FOR 4000 PSI CONCRETE OTHER TOP* BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPLICE # 3 15 19 19 24 # 4 19 25 25 33 # 5 24 31 31 41 # 6 29 37 37 49 * HORIZONTAL BARS WITH MORE THAN 1 2" OF CONCRETE BELOW BAR NON-SHRINK GROUT SHALL MEET A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 6000 PSI. SEISMIC DESIGN DATA (ASCE 7-10): SEISMIC IMPORTANCE FACTOR (I) RISK CATEGORY SITE CLASS MAPPED SPECTRAL RESPONSE SHORT PERIODS (Ss) 1 SEC. PERIODS (S1 ) SPECTRAL RESPONSE COEFF. SHORT PERIODS (SDS) 1 SEC. PERIODS (SD1) SEISMIC DESIGN CATEGORY D 0.701 1 .229 0.701 1.843 D (ASSUMED) II 1.0 DESIGN LOADINGS: GOVERNING BUILDING CODE: GENERAL PROVISIONS: FOUNDATION SYSTEMS: CONCRETE: STRUCTURAL STEEL SPECIAL INSPECTIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND OVERSEEING OF ALL SPECIAL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. SPECIAL INSPECTIONS MUST BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. EXISTING SLAB REINFORCEMENT INVESTIGATION/X-RAY: CONTRACTOR SHALL VERIFY POST TENSIONING AND REINFORCEMENT LOCATION IN EXISTING CONCRETE SLAB PRIOR TO DRILLING 1 2 /1 6/1 9 DIR-201 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 S-1 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 INSTALLATION MANAGER: MARK EDWARDS B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ LIGHT POLE DETAILS FOR REFERENCE ONLY DIR-2019-011 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 T-1 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 TITLE SHEET & PROJECT DATA INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ DRAWING INDEX FLOOD HAZARD AREA NOTE BEFORE SCALING & PLAN REPRODUCTION WARNING ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 201 6 CALIFORNIA BUILDING CODE 201 4 NATIONAL ELECTRICAL CODE 201 6 CALIFORNIA FIRE CODE 201 6 CALIFORNIA PLUMBING CODE 201 6 CALIFORNIA MECHANICAL CODE 201 6 CALIFORNIA ENERGY CODE 201 6 CBC 11B: ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS, AND PUBLIC HOUSING IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL. THE SITE IS LOCATED IN FLOOD ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FLOOD INSURANCE MAP NUMBER 06085C0208H, EFFECTIVE DATE - 05/18/2009. ·INSTALL (7) V3 SUPERCHARGER CABINETS ·INSTALL (28) V3 CHARGING POSTS ·INSTALL (1) MASTER CONTROLLER ·INSTALL (1) SWITCHGEAR ASSEMBLY ·INSTALL (1) UTILITY TRANSFORMER ·INSTALL (1) STEP-DOWN TRANSFORMER/SUB-PANEL ASSEMBLY ·INSTALL (1) DUAL PORT CHARGEPOINT LEVEL 2 CHARGE POST ·INSTALL (2) SINGLE PORT CHARGEPOINT LEVEL 2 CHARGE POSTS ·INSTALL (1) UTILITY #5 VAULT ·INSTALL (4) PEDESTRIAN LIGHT FIXTURES LATITUDE (NAVD88) N 37°1 9'29.40" 37.324822 LONGITUDE (NAVD88) W 122°02'1 3.1 0" -1 22.036971 PERMITTING JURISDICTION: TBD COUNTY: SANTA CLARA ADDRESS: 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 POWER COMPANY: PG&E CONTACT: ARASH NEGARANDEH (415) 695-3340 PROPERTY OWNER: TARGET CONTACT: AMANDA CLEMENTSON (612) 304-5434 EQUIPMENT SUPPLIER: TESLA, INC. 3500 DEER CREEK RD PALO ALTO, CA 94304 (650) 681 -5000 PERMIT COORDINATOR: MARK EDWARDS (678) 438-9475 MARKEDWARDS@TESLA.COM GPD GROUP, INC. CONTACTS: PROJECT MANAGER: ZACHERY SHEETS, PE - OH# 77870 (330)572-2148 ZSHEETS@GPDG ROUP.COM PROJECT COORDINATOR: UTILITY COORDINATOR: DESIGN CRITERIA: WIND SPEED = 1 1 0 MPH 3-SECOND GUST, ULTIMATE EXPOSURE = C CATEGORY = II FROST DEPTH = 5" SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION LOCATION MAP VICINITY MAP SITE SITE GREG YANDA (330) 572-3629 GYANDA@GPDGROUP.COM STEVE STOUT (330) 572-3619 SSTOUT@GPDGROUP.COM CHARGING STATION 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 STORE ID: T0323 CONTRACTORS SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. T-1 SHEET TITLE TITLE SHEET & PROJECT DATA CIVIL GN-1 GN-2 GN-3 C-1 C-2 C-3A C-5A C-6 GENERAL NOTES OVERALL SITE PLAN DEMOLITION PLAN SITE PLAN EQUIPMENT DIMENSION PLAN CIVIL DETAILS GENERAL NOTES GENERAL NOTES C-7 CIVIL DETAILS C-8 CIVIL DETAILS SHEET TITLE EN-1 ELECTRICAL GENERAL NOTES EN-2 ELECTRICAL GENERAL NOTES E-1 OVERALL UTILITY PLAN E-2A ELECTRICAL EQUIPMENT PLAN E-3 SYSTEM ONE-LINE DIAGRAM E-4 PANEL SCHEDULES E-5 ELECTRICAL DETAILS G-1 ELECTRICAL BREAKER SETTINGS GROUNDING DETAILS EBS-1 ELECTRICAL E-7 C-9 CIVIL DETAILS UTILITY DETAILS E-6 ELECTRICAL DETAILS CALIFORNIA EV ADA STANDARDSC-10 -- PROPOSED SITE PLAN (BY OTHERS) -- TOPOGRAPHIC SURVEY (BY OTHERS) MAP DATA ©2019 GOOGLE MAP DATA ©2019 GOOGLE C-3B SITE PLAN ENLARGEMENT C-5B EQUIPMENT DIMENSION PLAN ENLARGEMENT E-2B ELECTRICAL EQUIPMENT PLAN E-8 ELECTRICAL DETAILS E-9 ELECTRICAL DETAILS C-4A GRADING PLAN C-4B GRADING PLAN FINAL UTILITY DESIGNE-10 - TESLA V3 DATASHEET EQUIPMENT AREA ELEVATIONSC-11 TESLA EQUIPMENT CUTSHEETSE-1 1 -- LANDSCAPE PLAN (BY OTHERS) -- LANDSCAPE DETAILS (BY OTHERS) S-1 LIGHT POLE DETAILS STRUCTURAL SHEET TITLE TITLE 24 ENERGY ANALYSISE-12 E-13 E-14 PHOTOMETRIC PLANE-15 TITLE 24 ENERGY ANALYSIS TITLE 24 ENERGY ANALYSIS 1 2 /1 6/1 9 DIR-2 01 9-01 1 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau SHEET NUMBER SHEET TITLE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REV DATE DESCRIPTION A 05.20.1 9 ISSUED FOR 100% REVIEW CHECKED BY: RP/EPM DRAWN BY: GPD PROJECT NUMBER: HD 201 91 41.47 - 20745 STEVENS CREEK BLVD (TESLA STATION) CUPERTINO, CA 95014 TITLE SHEET & PROJECT DATA INSTALLATION MANAGER: MARK EDWARDS 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330 .572.2102 B 10.02.1 9 SIGNED AND SEALED C 10.23.1 9 SIGNED AND SEALED 0 12.16.1 9 REVISED PER AHJ FOR REFERENCE ONLY N.T.S 1TESLA V3 DATASHEET DIR-2019-011 02/19/20 Ellen Yau DIR-2019-011 02 /2 0/20 Ellen Yau DIR-2019-011 02/25/20 Ellen Yau DIR-2019-011 02/27/20 Ellen Yau