Plans_-_Santa_Ysabel.pdf

project contract

000000000013450

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8430 JUNIPER CREEK LANE

SAN DIEGO, CA 92126

(619) 880-9797 file:

LAKE HENSHAW MAINTENANCE STATION

CHARGING STATION

27174 CA-79

SANTA YSABEL, CALIFORNIA 92070

SAN DIEGO COUNTY

DGS - DOT SANTA YSABEL_BTM (1).DWG

date designed

JM

detailed checked

JP

JM

no. by descriptiondate ckd

3/11/2025

1 MM Address DOT Comments5/03/2024 PS

2 MM Add Safety Switch Disconnect3/11/2025 PS

V3

3 MM UPDATE ENGINEER STAMP3/11/2025 PS

COVER SHEET

C-1.0

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EN

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D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I VIL

JA

SON PAQUETTE

C 79782 Exp. 9/30/26

SHEET SHEETSOF 1

N

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-2565

DOT D11 - Electric Vehicle Supply Equipment - San Diego

PROJECT NUMBER: 000000000014857; 06/27/25

AutoCAD SHX Text: APN 7602-045-600 AutoCAD SHX Text: REFERENCES: (SURVEY) SURVEY PREPARED BY C2 GROUP DATED 09/14/2023 AutoCAD SHX Text: BASIS OF BEARING: CALIFORNIA STATE PLANE COORDINATE SYSTEM NAD 83 (2011), ZONE VI, US FOOT, 2010.00 EPOCH AutoCAD SHX Text: NORTHING EASTING COORDINATES: NAD 83, ZONE VI GRID AutoCAD SHX Text: LOCATION MAP NTS AutoCAD SHX Text: PROPOSED MODIFICATION MAP NTS AutoCAD SHX Text: CONTACTS AutoCAD SHX Text: ENGINEERING MANAGER: JASON PAQUETTE, PE C2 GROUP 8340 JUNIPER CREEK LANE SAN DIEGO, CA 92126 JASONP@C2GROUP.US (619) 518-1101 AutoCAD SHX Text: ELECTRICAL ENGINEER: HENRY PEREZ, PE C2 GROUP 8340 JUNIPER CREEK LANE SAN DIEGO, CA 92126 HENRYP@C2GROUP.US (619) 807-5952 AutoCAD SHX Text: APPLICABLE CODES 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR* 2021 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR (2022 INTERNATIONAL BUILDING CODE, VOL. 1 & 2, AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR (2020 NATIONAL ELECTRICAL CODE AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR (2021 IAPMO UNIFORM MECHANICAL CODE AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR (2021 IAPMO UNIFORM PLUMBING CODE AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CCR 2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR (2021 INTERNATIONAL FIRE CODE AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR (2021 INTERNATIONAL EXISTING BUILDING CODE AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR 2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS FOR A COMPLETE LIST OF APPLICABLE STANDARDS, INCLUDING CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS, REFER TO CBC CHAPTER 35 AND CFC CHAPTER 80..

AutoCAD SHX Text: PROJECT DESCRIPTION: INSTALLATION OF TWO (2) LEVEL 2 CHARGING PORTS FOR FLEET USE. THE SCOPE OF WORK DOES THE SCOPE OF WORK DOES NOT TRIGGER PATH OF TRAVEL IMPROVEMENTS IN COMPLIANCE WITH CBC 11B-202.4 EXCEPTION 10. TOTAL EV COUNT: 2 (PROPOSED) ALL EVSE INSTALLED ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE INTENDED FOR USE BY A DESIGNATED VEHICLE OR DRIVER.

AutoCAD SHX Text: PROJECT MANAGER: SINA ROUDBARI, PROJECT DIRECTOR OFFICE OF SUSTAINABILITY DEPARTMENT OF GENERAL SERVICES DIRECT: (279) 799-4343 SINA.ROUDBARI@DGS.CA.GOV AutoCAD SHX Text: DESIGNER: JOHN MANINANG C2 GROUP 8340 JUNIPER CREEK LANE SAN DIEGO, CA 92126 JOHNMA@C2GROUP.US (619) 880-9797880-9797 AutoCAD SHX Text: SANTA YSABEL MAINTENANCE STATION SANTA YSABEL, CALIFORNIA SFM PERMIT #:24-2565 AutoCAD SHX Text: MARCH 2025 AutoCAD SHX Text: DRAWINGS: TITLE: TITLE: C-1.0 COVER SHEET COVER SHEET C-2.0 NOTES NOTES C-3.0 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES C-4.0 OVERALL SITE PLAN OVERALL SITE PLAN C-5.0 SITE PLAN SITE PLAN C-6.0 DETAILS I DETAILS I E-1.0 ELECTRICAL PLAN ELECTRICAL PLAN E-2.0 ONE-LINE DIAGRAM ONE-LINE DIAGRAM E-3.0 ELECTRICAL DETAILS ELECTRICAL DETAILS R-1.0 REFERENCE REFERENCE R-2.0 REFERENCE REFERENCE AutoCAD SHX Text: PROJECT LOCATION AutoCAD SHX Text: CA-76 AutoCAD SHX Text: CA-79 AutoCAD SHX Text: CA-79 AutoCAD SHX Text: MODIFICATION LOCATION AutoCAD SHX Text: FIRE SAFETY PLAN MUST ADHERE TO CFC CHAPTER 33. FIELD DEPUTY TO VERIFY

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8430 JUNIPER CREEK LANE

SAN DIEGO, CA 92126

(619) 880-9797 file:

LAKE HENSHAW MAINTENANCE STATION

CHARGING STATION

27174 CA-79

SANTA YSABEL, CALIFORNIA 92070

SAN DIEGO COUNTY

DGS - DOT SANTA YSABEL_BTM (1).DWG

date designed

JM

detailed checked

JP

JM

no. by descriptiondate ckd

3/11/2025

1 MM Address DOT Comments5/03/2024 PS

2 MM Add Safety Switch Disconnect3/11/2025 PS

V3

3 MM UPDATE ENGINEER STAMP3/11/2025 PS

NOTES

C-2.0

SHEET SHEETSOF 2

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EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I VIL

JA

SON PAQUETTE

C 79782 Exp. 9/30/26

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-2565

DOT D11 - Electric Vehicle Supply Equipment - San Diego

PROJECT NUMBER: 000000000014857; 06/27/25

AutoCAD SHX Text: CONSTRUCTION NOTES:

AutoCAD SHX Text: 1. CONTRACTOR SHALL CONFORM TO PERTINENT LOCAL, STATE, AND FEDERAL CONTRACTOR SHALL CONFORM TO PERTINENT LOCAL, STATE, AND FEDERAL CODES, REQUIREMENTS, AND STANDARDS. 2. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR SUPPLIER'S INSTRUCTIONS OR RECOMMENDATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND HEALTHFUL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND HEALTHFUL PERFORMANCE OF WORK BY EACH OF ITS EMPLOYEES, VENDORS OR SUPPORT PERSONNEL ENTERING THE PROJECT AREA. 4. ANY INSPECTION BY OWNER OR ENGINEER SHALL NOT IN ANY WAY RELIEVE ANY INSPECTION BY OWNER OR ENGINEER SHALL NOT IN ANY WAY RELIEVE CONTRACTOR FROM FULL CONFORMANCE WITH APPLICABLE CODES AND JURISDICTIONAL REQUIREMENTS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND SEQUENCES, AND TO CARRY OUT WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS AND REPAIRS OF FAULTY CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS AND REPAIRS OF FAULTY CONSTRUCTION AND DAMAGES TO EXISTING FACILITIES NOT INTENDED TO BE DAMAGED OR DEMOLISHED, WHICH ARE CAUSED BY CONTRACTOR, VENDORS AND SUPPORT PERSONNEL. THIS RESPONSIBILITY APPLIES TO FACILITIES WHETHER OR NOT SHOWN ON THESE DRAWINGS. 7. CONTRACTOR SHALL SATISFY AS TO THE ACTUAL FIELD CONDITIONS PRIOR TO CONTRACTOR SHALL SATISFY AS TO THE ACTUAL FIELD CONDITIONS PRIOR TO BID AND PRIOR TO WORK. NO CLAIM SHALL BE MADE AGAINST ENGINEER FOR DISCREPANCIES BETWEEN CONDITIONS REPRESENTED ON THESE DRAWINGS AND ACTUAL. 8. NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE OUTSIDE OF THE PROJECT NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE OUTSIDE OF THE PROJECT BOUNDARIES. THE PROJECT BOUNDARIES MEANS AREAS WHERE OWNER HAS RIGHTS TO CONSTRUCT THE PROJECT. CONTRACTOR SHALL NOT ACCESS THE SITE OUTSIDE OF LEGAL RIGHT-OF-WAY ACCESS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY CONSTRUCTION EASEMENTS, AS NECESSARY, FOLLOWING LOCAL REQUIREMENTS. 9. UNDERGROUND UTILITY INFORMATION IS BASED ON LIMITED DATA. THERE MAY UNDERGROUND UTILITY INFORMATION IS BASED ON LIMITED DATA. THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN ON THESE DRAWINGS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT CALIFORNIA 811 THREE (3) CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT CALIFORNIA 811 THREE (3) WORKING DAYS BEFORE DIGGING. 11. IN THE EVENT THAT HISTORIC OR PREHISTORIC SURFACE OR SUBSURFACE IN THE EVENT THAT HISTORIC OR PREHISTORIC SURFACE OR SUBSURFACE OBJECTS ARE ENCOUNTERED DURING THE PROJECT ACTIVITIES, CONTRACTOR MUST DISCONTINUE WORK IN THE IMMEDIATE AREA, AND AN ARCHAEOLOGIST MUST BE CONSULTED TO EVALUATE THE NATURE AND SIGNIFICANCE OF THE MATERIAL. 12. SOIL SHALL BE WETTED AS APPROPRIATE FOR DUST CONTROL. CONTRACTOR SOIL SHALL BE WETTED AS APPROPRIATE FOR DUST CONTROL. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH JURISDICTIONAL AIR QUALITY REQUIREMENTS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, EROSION CONTROL, CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, EROSION CONTROL, BEST MANAGEMENT PRACTICES, AND DRAINAGE DURING CONSTRUCTION, IN COMPLIANCE WITH JURISDICTIONAL STANDARDS, AND SUBJECT TO ENGINEER'S APPROVAL. 14. CONTRACTOR SHALL KEEP SITE ACCESSES CLEAN AT ALL TIMES. CONTRACTOR SHALL KEEP SITE ACCESSES CLEAN AT ALL TIMES. 15. FINAL STABILIZATION OF GROUND SURFACES AT PROJECT COMPLETION SHALL FINAL STABILIZATION OF GROUND SURFACES AT PROJECT COMPLETION SHALL MEET JURISDICTIONAL STANDARDS, AND SHALL BE SUBJECT TO ENGINEER'S APPROVAL. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION, UPDATES, AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION, UPDATES, AND MAINTENANCE OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), IN CONFORMANCE WITH CALIFORNIA REQUIREMENTS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING/PROVIDING BEST CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING/PROVIDING BEST MANAGEMENT PRACTICES (BMP) TO MINIMIZE POLLUTANTS IN STORMWATER RUNOFF TO THE GREATEST EXTENT PRACTICAL, CONTRACTOR SHALL REMOVE THE BMP'S INTENDED TO BE REMOVED AT PROJECT COMPLETION. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL AS NECESSARY. 19. CONTRACTOR SHALL COORDINATE WITH AND OBTAIN APPROVALS FROM CONTRACTOR SHALL COORDINATE WITH AND OBTAIN APPROVALS FROM ENGINEER PRIOR TO ANY DESIGN CHANGES, SIGNIFICANT ADJUSTMENTS OR VARIATIONS FROM THE DRAWINGS. 20. FINISHED GRADING AND PAVING SHALL SURFACE/GRAVITY DRAIN AWAY FROM FINISHED GRADING AND PAVING SHALL SURFACE/GRAVITY DRAIN AWAY FROM FOUNDATIONS/FACILITIES, AND SHALL NOT "POND" OR RETAIN RAIN WATER. 21. CONTRACTOR SHALL KEEP PROJECT AREA NEAT, CLEAN, AND ORDERLY DURING CONTRACTOR SHALL KEEP PROJECT AREA NEAT, CLEAN, AND ORDERLY DURING CONSTRUCTION, AND SHALL MAKE THE PROJECT AREA NEAT AND CLEAN AT PROJECT COMPLETION. 22. UNLESS NOTED OTHERWISE, PROPOSED ELEVATIONS AND CONTOURS SHOWN ARE UNLESS NOTED OTHERWISE, PROPOSED ELEVATIONS AND CONTOURS SHOWN ARE TO TOP OF FINISHED GRADE. CONTRACTOR SHALL GRADE TO SUBGRADE AND GRADE TO DRAIN, PROOF ROLL WITH LOADED DUMP TRUCK OR APPROVED EQUIPMENT AND THEN HYDROMULCH FOR SITE STABILIZATION. 23. GRADE SHALL SLOPE UNIFORMLY, AT CONSTANT SLOPE, BETWEEN THE DESIGN GRADE SHALL SLOPE UNIFORMLY, AT CONSTANT SLOPE, BETWEEN THE DESIGN SPOT ELEVATIONS SHOWN ON THESE DRAWINGS. 24. WORK WHICH DOES NOT MEET THE HORIZONTAL LOCATIONS, LINES, SLOPES, WORK WHICH DOES NOT MEET THE HORIZONTAL LOCATIONS, LINES, SLOPES, AND ELEVATIONS WITHIN SPECIFIED OR REASONABLE TOLERANCES, AS SHOWN ON THESE DRAWINGS, SHALL BE SUBJECT TO REPLACEMENT AT CONTRACTOR'S EXPENSE. 25. ALL WORK SHALL BE IN COMPLIANCE OF THE PROJECT TECHNICAL ALL WORK SHALL BE IN COMPLIANCE OF THE PROJECT TECHNICAL SPECIFICATIONS.

AutoCAD SHX Text: ABBREVIATIONS:

AutoCAD SHX Text: AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR AC ASPHALT CONCRETE ASPHALT CONCRETE BOC BACK OF CURB BACK OF CURB C RUNOFF COEFFICIENT RUNOFF COEFFICIENT CBC CALIFORNIA BUILDING CODE CALIFORNIA BUILDING CODE CBSC CALIFORNIA BUILDING STANDARD CODE CALIFORNIA BUILDING STANDARD CODE CONC CONCRETE CONCRETE COR CORNER CORNER CF CUBIC FEET CUBIC FEET CLR CLEAR, CLEARANCE CLEAR, CLEARANCE DIA DIAMETER DIAMETER DTL DETAIL DETAIL DGS DEPARTMENT OF GENERAL SERVICES DEPARTMENT OF GENERAL SERVICES DWG DRAWING DRAWING E EAST; EASTING EAST; EASTING EG EXISTING GRADE EXISTING GRADE EVCS ELECTRIC VEHICLE CHARGING STATIONS ELECTRIC VEHICLE CHARGING STATIONS ES EXISTING SURFACE EXISTING SURFACE EX EXISTING EXISTING FOC FACE OF CURB FACE OF CURB FG FINISH GROUND FINISH GROUND FPS FEET PER SECOND FEET PER SECOND FS FINISH SURFACE FINISH SURFACE IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE IN INCHES INCHES MCB MAIN CIRCUIT BREAKER MAIN CIRCUIT BREAKER N NORTH; NORTHING NORTH; NORTHING PED PEDESTAL PEDESTAL PG PROPOSED GRADE PROPOSED GRADE PI POINT OF INTERSECTION POINT OF INTERSECTION R RADIUS RADIUS SEC SECTION SECTION SF SQUARE FEET SQUARE FEET SW SIDEWALK SIDEWALK TC TOP OF CURB TOP OF CURB T&D TRANSMISSION & DISTRIBUTION TRANSMISSION & DISTRIBUTION V VOLUME VOLUME W WEST WEST W/ WITH WITH AutoCAD SHX Text: NOTE TO CONTRACTOR: THE CALIFORNIA ENERGY CODE SECTION 10-103 REQUIRES ACCEPTANCE TESTING ON ALL NEWLY INSTALLED LIGHTING CONTROLS, MECHANICAL SYSTEMS, ENVELOPES, AND PROCESS EQUIPMENT AFTER INSTALLATION AND BEFORE PROJECT COMPLETION. AN ACCEPTANCE TEST IS A FUNCTIONAL PERFORMANCE TEST TO HELP ENSURE THAT NEWLY INSTALLED EQUIPMENT IS OPERATING AND IN COMPLIANCE WITH THE ENERGY CODE. LIGHTING CONTROLS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (ATT). MECHANICAL SYSTEM ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED MECHANICAL ATT FOR PROJECTS SUBMITTED ON OR AFTER OCTOBER 1, 2021. ENVELOPE AND PROCESS EQUIPMENT ACCEPTANCE TESTS SHALL BE PERFORMED BY THE INSTALLING CONTRACTOR, ENGINEER/ARCHITECT OF RECORD OR THE OWNER’S AGENT. A LISTING S AGENT. A LISTING OF CERTIFIED ATT’S CAN BE FOUND AT S CAN BE FOUND AT HTTPS://WWW.ENERGY.CA.GOV/PROGRAMS-AND-TOPICS/PROGRAMS/ACCEPTANCE-TEST- TECHNICIAN-CERTIFICATION-PROVIDER-PROGRAM/ACCEPTANCE THE ACCEPTANCE TESTING PROCEDURES MUST BE REPEATED, AND DEFICIENCIES MUST BE CORRECTED BY THE BUILDER OR INSTALLING CONTRACTOR UNTIL THE CONSTRUCTION/INSTALLATION OF THE SPECIFIED SYSTEMS CONFORM AND PASS THE REQUIRED ACCEPTANCE CRITERIA. PROJECT INSPECTORS WILL COLLECT THE FORMS TO CONFIRM THAT THE REQUIRED ACCEPTANCE TESTS HAVE BEEN COMPLETED.

AutoCAD SHX Text: ARC FLASH NOTE TO CONTRACTOR: THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE FACILITY EXISTING ARC FLASH HAZARD ANALYSIS DOCUMENTATION AND PERFORMING A NEW ARC FLASH HAZARD ANALYSIS IN ACCORDANCE WITH 2021 EDITION OF NFPA 70E. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 2021 EDITION OF NFPA 70E, INCLUDING BUT NOT LIMITED TO, LOCKOUT/TAGOUT REQUIREMENTS. ALL NEW PANEL BOARDS SHALL BE MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ARC FLASH HAZARDS IN ACCORDANCE WITH NEC 110.16.

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8430 JUNIPER CREEK LANE

SAN DIEGO, CA 92126

(619) 880-9797 file:

LAKE HENSHAW MAINTENANCE STATION

CHARGING STATION

27174 CA-79

SANTA YSABEL, CALIFORNIA 92070

SAN DIEGO COUNTY

DGS - DOT SANTA YSABEL_BTM (1).DWG

date designed

JM

detailed checked

JP

JM

no. by descriptiondate ckd

3/11/2025

1 MM Address DOT Comments5/03/2024 PS

2 MM Add Safety Switch Disconnect3/11/2025 PS

V3

3 MM UPDATE ENGINEER STAMP3/11/2025 PS

STRUCTURAL NOTES

C-3.0

SHEET SHEETSOF 3

LI

C

EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I VIL

JA

SON PAQUETTE

C 79782 Exp. 9/30/26

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-2565

DOT D11 - Electric Vehicle Supply Equipment - San Diego

PROJECT NUMBER: 000000000014857; 06/27/25

AutoCAD SHX Text: TYPE AutoCAD SHX Text: FOOTINGS AutoCAD SHX Text: f'c AutoCAD SHX Text: 4,000 psi AutoCAD SHX Text: SLUMP AutoCAD SHX Text: 1-4" AutoCAD SHX Text: w/c AutoCAD SHX Text: 0.45 AutoCAD SHX Text: AIR AutoCAD SHX Text: 6% AutoCAD SHX Text: DESIGN LOADS: PER 2021 IBC & 2022 CBSC : PER 2021 IBC & 2022 CBSC 1603.1.1 - FLOOR LOADS: CHARGEPOINT LEVEL 2 CHARGER ................................................. 125 LBS (MAX WEIGHT) LEVEL 2 CHARGER ................................................. 125 LBS (MAX WEIGHT) 125 LBS (MAX WEIGHT) 125 LBS (MAX WEIGHT) SAFETY SWITCH DISCONNECT ........................................................ 20 LBS 20 LBS 1603.1.4 - WIND DESIGN CRITERIA: ULTIMATE DESIGN WIND SPEED, Vult ............................................. 96 MPH 96 MPH RISK CATEGORY ...................................................................... II II WIND EXPOSURE ....................................................................... EXPOSURE C EXPOSURE C 1603.1.5 - EARTHQUAKE DESIGN CRITERIA: RISK CATEGORY ...................................................................... II II SEISMIC IMPORTANCE FACTOR, I ................................................ 1.00 E ................................................ 1.00 1.00 SPECTRAL ACCELERATION, S .................................................... 1.606 g S .................................................... 1.606 g 1.606 g SPECTRAL ACCELERATION, S .................................................... 0.584 g 1 .................................................... 0.584 g 0.584 g SITE CLASS ............................................................................... D D SPECTRAL RESPONSE COEFFICIENT, S ........................................ 1.285 g DS ........................................ 1.285 g 1.285 g SEISMIC DESIGN CATEGORY ............................................................. CATEGORY DCATEGORY D AutoCAD SHX Text: FOUNDATIONS: : 1. SOIL CHARACTERISTICS HAVE BEEN ASSUMED PER THE 2022 CBSC SECTION 1806 PRESUMPTIVE LOAD-BEARING SOIL CHARACTERISTICS HAVE BEEN ASSUMED PER THE 2022 CBSC SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS CONSISTENT WITH SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL (SW, SP, SM, SC, GM AND SOIL TYPES. THE CONTRACTOR SHALL VERIFY THE PRESUMED SOIL TYPES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF NON-CONFORMING IN-SITU CONDITIONS IF PRESENT BEFORE PROCEEDING. 2. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL, OR GRANULAR COMPACTED FILL. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL, OR GRANULAR COMPACTED FILL. 3. SOIL DESIGN CRITERIA, PER 2022 CBSC SECTION 1806: SOIL DESIGN CRITERIA, PER 2022 CBSC SECTION 1806: 3.1. SOIL BEARING - 1,500 PSF SOIL BEARING - 1,500 PSF 3.2. 1/3 INCREASE ALLOWED FOR SHORT TERM LOADS 1/3 INCREASE ALLOWED FOR SHORT TERM LOADS 3.3. SOIL PROFILE - D SOIL PROFILE - D 3.4. FRICTION COEFFICIENT - 0.25FRICTION COEFFICIENT - 0.25 AutoCAD SHX Text: JOB SITE CONDITIONS AND SAFETY: : 1. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER AND IT'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER.

AutoCAD SHX Text: GENERAL STRUCTURAL NOTES: : 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. THE THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2021 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2021 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE 2022 CALIFORNIA BUILDING STANDARDS CODE (CBSC). 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ARCHITECT AND THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 5. THE CONTRACTOR, CONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR THE CONTRACTOR, CONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE CONSTRUCTION SET. COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER SHALL BE NOTIFIED IF CONFLICTS EXIST. 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING AND/OR CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 8. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE OUTSIDE THE STRUCTURAL SCOPE OF WORK. ANY CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE OUTSIDE THE STRUCTURAL SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE.

AutoCAD SHX Text: CONCRETE: : 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301, "SPECIFICATIONS FOR ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". MIX PROPORTIONS SHALL BE PER ACI-301, METHOD 2 OR THE ALTERNATE PROCEDURE. SUBMIT MIX DESIGN FOR REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 2. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (±) 1% AIR ENTRAINMENT BY VOLUME. AIR ENTRAINMENT ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (±) 1% AIR ENTRAINMENT BY VOLUME. AIR ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO ACI-305. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO ACI-305. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE DRYING. 5. CHAMFER ALL EXTERIOR CORNERS 1/2" UNLESS SHOWN OTHERWISE. CHAMFER ALL EXTERIOR CORNERS 1/2" UNLESS SHOWN OTHERWISE. 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO OF THE SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH ASTM494, USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 7. CEMENT SHALL BY TYPE II/V IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN CONFORMANCE WITH CEMENT SHALL BY TYPE II/V IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN CONFORMANCE WITH ASTM C33 AND USE CRUSHED (NOT ROUND) GRAVEL OR STONE. COARSE AGGREGATES SHALL NOT EXCEED 3/4". WATER SHALL BE CLEAN AND POTABLE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND SMALLER REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL SP-66. 9. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS, 2" FOR #6 AND LARGER UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS, 2" FOR #6 AND LARGER BARS AND 3" WHEN POURED AGAINST EARTH. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY LOCATION. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2'-0" AT CORNERS AND WALL/FOOTING INTERSECTIONS WITH MIN. EMBEDMENT BEYOND INTERFACE PER DEVELOPMENT LENGTH SPECIFIED IN ACI 318. 11. FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 "GUIDE TO FORMWORK FOR CONCRETE". FORMS SHALL BE FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 "GUIDE TO FORMWORK FOR CONCRETE". FORMS SHALL BE DESIGNED BY THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28-DAY STRENGTH. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, AND SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE DRAWINGS. 12. SPECIAL INSPECTIONS: OWNER WILL ENGAGE A QUALIFIED SPECIAL INSPECTOR TESTING AGENCY. TESTING AGENCY SPECIAL INSPECTIONS: OWNER WILL ENGAGE A QUALIFIED SPECIAL INSPECTOR TESTING AGENCY. TESTING AGENCY WILL TEST COMPACTION OF SOIL IN PLACE ACCORDING TO ASTM D1556, ASTM D2167, ASTM D2937, AND ASTM D6938, AS APPLICABLE.

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(619) 880-9797 file:

LAKE HENSHAW MAINTENANCE STATION

CHARGING STATION

27174 CA-79

SANTA YSABEL, CALIFORNIA 92070

SAN DIEGO COUNTY

DGS - DOT SANTA YSABEL_BTM (1).DWG

date designed

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3/11/2025

1 MM Address DOT Comments5/03/2024 PS

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OVERALL SITE PLAN

C-4.0

20 20

1"=20'

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OHE OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-2565

DOT D11 - Electric Vehicle Supply Equipment - San Diego

PROJECT NUMBER: 000000000014857; 06/27/25

AutoCAD SHX Text: LEGEND:

AutoCAD SHX Text: EXISTING SWITCHBOARD EXISTING BUILDING FOOTPRINT EXISTING BUILDING OVERHANG EXISTING ELECTRICAL OVERHEAD LINE EXISTING BOLLARD EXISTING LIGHT EXISTING POWER POLE EXISTING POWER POLE W/ OVERHEAD TRANSFORMERS EXISTING GUY WIRE PROPOSED SAFETY SWITCH DISCONNECT ON H-FRAME PROPOSED LEVEL 2 DUAL-PORT CHARGER PROPOSED PROTECTION BOLLARD PROPOSED TRENCH CONDUIT PROPOSED UNDERGROUND CONDUIT INDICATED EVSE NUMBER LIMITS OF WORK EXISTING CHAIN LINK FENCE EXISTING IRON FENCE AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: CA-79 AutoCAD SHX Text: # AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: LIMITS OF WORK AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING STORAGE CABINET AutoCAD SHX Text: EXISTING FUEL TANK AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING COVERED PARKING AutoCAD SHX Text: EXISTING BOLLARD (TYP.)

AutoCAD SHX Text: EDGE OF PAVEMENT AutoCAD SHX Text: EDGE OF PAVEMENT AutoCAD SHX Text: EXISTING GATE AutoCAD SHX Text: EXISTING CHAIN LINK FENCE AutoCAD SHX Text: EXISTING 600A (208Y/120V), 3-PHASE METERED SWITCHBOARD. EXISTING 30A CIRCUIT BREAKER TO BE REPLACED WITH (1) 100A BREAKER AND (1) NEW 100A BREAKER AutoCAD SHX Text: PROPOSED 80A CHARGEPOINT LEVEL 2 CHARGER (DUAL-PORT) AutoCAD SHX Text: 3 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: 4 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: PROPOSED (2) 100A (240Y/120V), 1-PHASE SAFETY SWITCH DISCONNECT ON H-FRAME AutoCAD SHX Text: 1 AutoCAD SHX Text: E-3.0 AutoCAD SHX Text: PROPOSED WHEEL STOP

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(619) 880-9797 file:

LAKE HENSHAW MAINTENANCE STATION

CHARGING STATION

27174 CA-79

SANTA YSABEL, CALIFORNIA 92070

SAN DIEGO COUNTY

DGS - DOT SANTA YSABEL_BTM (1).DWG

date designed

JM

detailed checked

JP

JM

no. by descriptiondate ckd

3/11/2025

1 MM Address DOT Comments5/03/2024 PS

2 MM Add Safety Switch Disconnect3/11/2025 PS

V3

3 MM UPDATE ENGINEER STAMP3/11/2025 PS

SITE PLAN

C-5.0 1"=10'

5 201000 10 N

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OHE OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-2565

DOT D11 - Electric Vehicle Supply Equipment - San Diego

PROJECT NUMBER: 000000000014857; 06/27/25

AutoCAD SHX Text: NOTES: 1. INSTALLATION OF ALL CHARGEPOINT LEVEL 2 CHARGERS AND PEDESTALS, EVSE INFORMATION IS PROVIDED FOR INSTALLATION OF ALL CHARGEPOINT LEVEL 2 CHARGERS AND PEDESTALS, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER AND PEDESTALS TO BE INSTALLED BY OTHERS. NONSTRUCTURAL PROVISIONS-BUILDING ANALYSIS: 1. OCCUPANCY GROUPS AND VARIED USES: N/A OCCUPANCY GROUPS AND VARIED USES: N/A 2. BUILDING CONSTRUCTION TYPE: N/A BUILDING CONSTRUCTION TYPE: N/A 3. NUMBER OF STORIES: N/A NUMBER OF STORIES: N/A 4. BUILDING AREA IN SQUARE FEET: N/A BUILDING AREA IN SQUARE FEET: N/A 5. AREA OF THE PROJECT IN SQUARE FEET: 140 SF AREA OF THE PROJECT IN SQUARE FEET: 140 SF 6. SEPARATED, NON-SEPARATED, ACCESSORY USE: N/A SEPARATED, NON-SEPARATED, ACCESSORY USE: N/A 7. ALLOWABLE AREA: N/A ALLOWABLE AREA: N/A 8. AREA INCREASE: O SF AREA INCREASE: O SF 9. HEIGHT INCREASE: 0 FT HEIGHT INCREASE: 0 FT 10. FIRE SPRINKLERS (TYPE, FULL, PARTIAL): N/A FIRE SPRINKLERS (TYPE, FULL, PARTIAL): N/A 11. FIRE ALARM (TYPE): N/A FIRE ALARM (TYPE): N/A 12. OTHER FIRE PROTECTION SYSTEM: N/A OTHER FIRE PROTECTION SYSTEM: N/A 13. SMOKE CONTROL SYSTEM: N/A SMOKE CONTROL SYSTEM: N/A 14. OCCUPANT LOAD FOR ENTIRE BUILDING: N/A OCCUPANT LOAD FOR ENTIRE BUILDING: N/A 15. OCCUPANT LOAD FOR EACH FLOOR: N/A OCCUPANT LOAD FOR EACH FLOOR: N/A 16. YEAR BUILDING WAS CONSTRUCTED: N/A YEAR BUILDING WAS CONSTRUCTED: N/A 17. HIGH FIRE HAZARD SEVERITY ZONE: N/A HIGH FIRE HAZARD SEVERITY ZONE: N/A 18. SEISMIC JOINTS AND LOCATIONS: N/A SEISMIC JOINTS AND LOCATIONS: N/A 19. EMERGENCY RESPONDER RADIO COVERAGE: N/AEMERGENCY RESPONDER RADIO COVERAGE: N/A AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: CONSTRUCTION NOTES: : REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT WHERE TRENCHING IS REQUIRED FOR THE INSTALLATION OF CONDUIT PER SHEET E-1.0. SEE DETAIL 1 ON SHEET C-6.0 FOR TRENCH SECTION. REMOVE EXISTING AC PAVEMENT FOR THE INSTALLATION OF LEVEL 2 CHARGER (CHARGEPOINT DUAL-MOUNT PEDESTAL) AND CONCRETE BASE. SEE DETAILS 3 AND 4 ON SHEET C-6.0. REMOVE EXISTING AC PAVEMENT FOR THE INSTALLATION OF PROTECTION BOLLARDS. SEE DETAIL 2 ON SHEET C-6.0.

AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: NOTES: 1. INSTALLATION OF ALL CHARGEPOINT LEVEL 2 CHARGERS AND PEDESTALS, EVSE INFORMATION IS PROVIDED FOR INSTALLATION OF ALL CHARGEPOINT LEVEL 2 CHARGERS AND PEDESTALS, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER AND PEDESTALS TO BE INSTALLED BY OTHERS. NONSTRUCTURAL PROVISIONS-BUILDING ANALYSIS: 1. OCCUPANCY GROUPS AND VARIED USES: N/A OCCUPANCY GROUPS AND VARIED USES: N/A 2. BUILDING CONSTRUCTION TYPE: N/A BUILDING CONSTRUCTION TYPE: N/A 3. NUMBER OF STORIES: N/A NUMBER OF STORIES: N/A 4. BUILDING AREA IN SQUARE FEET: N/A BUILDING AREA IN SQUARE FEET: N/A 5. AREA OF THE PROJECT IN SQUARE FEET: 140 SF AREA OF THE PROJECT IN SQUARE FEET: 140 SF 6. SEPARATED, NON-SEPARATED, ACCESSORY USE: N/A SEPARATED, NON-SEPARATED, ACCESSORY USE: N/A 7. ALLOWABLE AREA: N/A ALLOWABLE AREA: N/A 8. AREA INCREASE: O SF AREA INCREASE: O SF 9. HEIGHT INCREASE: 0 FT HEIGHT INCREASE: 0 FT 10. FIRE SPRINKLERS (TYPE, FULL, PARTIAL): N/A FIRE SPRINKLERS (TYPE, FULL, PARTIAL): N/A 11. FIRE ALARM (TYPE): N/A FIRE ALARM (TYPE): N/A 12. OTHER FIRE PROTECTION SYSTEM: N/A OTHER FIRE PROTECTION SYSTEM: N/A 13. SMOKE CONTROL SYSTEM: N/A SMOKE CONTROL SYSTEM: N/A 14. OCCUPANT LOAD FOR ENTIRE BUILDING: N/A OCCUPANT LOAD FOR ENTIRE BUILDING: N/A 15. OCCUPANT LOAD FOR EACH FLOOR: N/A OCCUPANT LOAD FOR EACH FLOOR: N/A 16. YEAR BUILDING WAS CONSTRUCTED: N/A YEAR BUILDING WAS CONSTRUCTED: N/A 17. HIGH FIRE HAZARD SEVERITY ZONE: N/A HIGH FIRE HAZARD SEVERITY ZONE: N/A 18. SEISMIC JOINTS AND LOCATIONS: N/A SEISMIC JOINTS AND LOCATIONS: N/A 19. EMERGENCY RESPONDER RADIO COVERAGE: N/AEMERGENCY RESPONDER RADIO COVERAGE: N/A AutoCAD SHX Text: NOTES: 1. INSTALLATION OF ALL CHARGEPOINT LEVEL 2 CHARGERS AND PEDESTALS, EVSE INFORMATION IS PROVIDED FOR INSTALLATION OF ALL CHARGEPOINT LEVEL 2 CHARGERS AND PEDESTALS, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER AND PEDESTALS TO BE INSTALLED BY OTHERS. NONSTRUCTURAL PROVISIONS-BUILDING ANALYSIS: 1. OCCUPANCY GROUPS AND VARIED USES: N/A OCCUPANCY GROUPS AND VARIED USES: N/A 2. BUILDING CONSTRUCTION TYPE: N/A BUILDING CONSTRUCTION TYPE: N/A 3. NUMBER OF STORIES: N/A NUMBER OF STORIES: N/A 4. BUILDING AREA IN SQUARE FEET: N/A BUILDING AREA IN SQUARE FEET: N/A 5. AREA OF THE PROJECT IN SQUARE FEET: 140 SF AREA OF THE PROJECT IN SQUARE FEET: 140 SF 6. SEPARATED, NON-SEPARATED, ACCESSORY USE: N/A SEPARATED, NON-SEPARATED, ACCESSORY USE: N/A 7. ALLOWABLE AREA: N/A ALLOWABLE AREA: N/A 8. AREA INCREASE: O SF AREA INCREASE: O SF 9. HEIGHT INCREASE: 0 FT HEIGHT INCREASE: 0 FT 10. FIRE SPRINKLERS (TYPE, FULL, PARTIAL): N/A FIRE SPRINKLERS (TYPE, FULL, PARTIAL): N/A 11. FIRE ALARM (TYPE): N/A FIRE ALARM (TYPE): N/A 12. OTHER FIRE PROTECTION SYSTEM: N/A OTHER FIRE PROTECTION SYSTEM: N/A 13. SMOKE CONTROL SYSTEM: N/A SMOKE CONTROL SYSTEM: N/A 14. OCCUPANT LOAD FOR ENTIRE BUILDING: N/A OCCUPANT LOAD FOR ENTIRE BUILDING: N/A 15. OCCUPANT LOAD FOR EACH FLOOR: N/A OCCUPANT LOAD FOR EACH FLOOR: N/A 16. YEAR BUILDING WAS CONSTRUCTED: N/A YEAR BUILDING WAS CONSTRUCTED: N/A 17. HIGH FIRE HAZARD SEVERITY ZONE: N/A HIGH FIRE HAZARD SEVERITY ZONE: N/A 18. SEISMIC JOINTS AND LOCATIONS: N/A SEISMIC JOINTS AND LOCATIONS: N/A 19. EMERGENCY RESPONDER RADIO COVERAGE: N/AEMERGENCY RESPONDER RADIO COVERAGE: N/A AutoCAD SHX Text: EXISTING 600A (208Y/120V), 3-PHASE METERED SWITCHBOARD. EXISTING 30A CIRCUIT BREAKER TO BE REPLACED WITH (1) 100A BREAKER AND (1) NEW 100A BREAKER, ADD SIGNAGE, SEE SIGN DETAIL ON THIS SHEET.

AutoCAD SHX Text: EXISTING POLE WITH OVERHEAD TRANSFORMERS AutoCAD SHX Text: EXISTING RISER AutoCAD SHX Text: LIMITS OF WORK AutoCAD SHX Text: PROPOSED 80A CHARGEPOINT LEVEL 2 CHARGER (DUAL-PORT) AutoCAD SHX Text: PROPOSED EQUIPMENT BOLLARD QTY 8 AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING FUEL TANK AutoCAD SHX Text: EXISTING BOLLARD( (TYP.)

AutoCAD SHX Text: EXISTING STORAGE CABINET AutoCAD SHX Text: 3 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: 4 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: 2 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: LEGEND:

AutoCAD SHX Text: EXISTING SWITCHBOARD EXISTING BUILDING FOOTPRINT EXISTING BUILDING OVERHANG EXISTING ELECTRICAL OVERHEAD LINE EXISTING BOLLARD EXISTING LIGHT EXISTING POWER POLE EXISTING POWER POLE W/ OVERHEAD TRANSFORMERS EXISTING GUY WIRE PROPOSED SAFETY SWITCH DISCONNECT ON H-FRAME PROPOSED LEVEL 2 DUAL-PORT CHARGER PROPOSED PROTECTION BOLLARD PROPOSED TRENCH CONDUIT PROPOSED UNDERGROUND CONDUIT INDICATED EVSE NUMBER LIMITS OF WORK EXISTING CHAIN LINK FENCE EXISTING IRON FENCE AutoCAD SHX Text: # AutoCAD SHX Text: ENERGIZED ELECTRICAL CIRCUITS AutoCAD SHX Text: CONTRACT: ____________ AutoCAD SHX Text: PHONE NO. ____________ AutoCAD SHX Text: (1) AutoCAD SHX Text: (1) CONTACT PERSON TO BE PROVIDED AT TIME CONTACT PERSON TO BE PROVIDED AT TIME OF CONSTRUCT SO CONTRACT CAN ORDER THE SIGN.

AutoCAD SHX Text: PROPOSED PARKING SIGN AutoCAD SHX Text: 5 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: PROPOSED (2) 100A (240Y/120V), 1-PHASE SAFETY SWITCH DISCONNECT ON H-FRAME AutoCAD SHX Text: 1 AutoCAD SHX Text: E-3.0

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(619) 880-9797 file:

LAKE HENSHAW MAINTENANCE STATION

CHARGING STATION

27174 CA-79

SANTA YSABEL, CALIFORNIA 92070

SAN DIEGO COUNTY

DGS - DOT SANTA YSABEL_BTM (1).DWG

date designed

JM

detailed checked

JP

JM

no. by descriptiondate ckd

3/11/2025

1 MM Address DOT Comments5/03/2024 PS

2 MM Add Safety Switch Disconnect3/11/2025 PS

V3

3 MM UPDATE ENGINEER STAMP3/11/2025 PS

DETAILS I

C-6.0

SHEET SHEETSOF 6

LI

C

EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I VIL

JA

SON PAQUETTE

C 79782 Exp. 9/30/26

PLAN

DUAL-PORT DISPENSER DETAIL (CHARGEPOINT)

FRONT

EXISTING ASPHALT

PAVEMENT

2.

0'

3"

AUTHORIZED

FLEET OR

DESIGNATED

ELECTRIC

VEHICLES

ONLY

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-2565

DOT D11 - Electric Vehicle Supply Equipment - San Diego

PROJECT NUMBER: 000000000014857; 06/27/25

AutoCAD SHX Text: NOTES: 1. REBAR SHALL HAVE A 1" MINIMUM COVER FROM CONDUITS. REBAR SHALL HAVE A 1" MINIMUM COVER FROM CONDUITS. 2. CONCRETE DEPTH = 24" CONCRETE DEPTH = 24" 3. CONCRETE PAD SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. CONCRETE PAD SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. 4. CONCRETE PAD DESIGNED TO SUPPORT CHARGEPOINT LEVEL 2 PEDESTAL. CONCRETE PAD DESIGNED TO SUPPORT CHARGEPOINT LEVEL 2 PEDESTAL. 5. SEE SHEET C-3.0 FOR ADDITIONAL STRUCTURAL NOTES.SEE SHEET C-3.0 FOR ADDITIONAL STRUCTURAL NOTES.

AutoCAD SHX Text: CHARGEPOINT LEVEL 2 CONCRETE PAD DETAIL NOT TO SCALE AutoCAD SHX Text: CHARGEPOINT LEVEL 2 MAKE-READY DETAIL NOT TO SCALE AutoCAD SHX Text: 3 AutoCAD SHX Text: - AutoCAD SHX Text: PROTECTION BOLLARD DETAIL NOT TO SCALE AutoCAD SHX Text: 2 AutoCAD SHX Text: - AutoCAD SHX Text: MAKE-READY FOUNDATION AutoCAD SHX Text: 6" CLEAN COMPACTED GRAVEL AutoCAD SHX Text: (3) 5/8" DIAMETER BOLT ANCHORS & MIN EFFECTIVE EMBED OF 4" OR ENGINEER APPROVED EQUAL (ESR 1917) AutoCAD SHX Text: 3,5 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: CHARGEPOINT LEVEL 2 CHARGER W/ PED. DETAIL (FOR REFERENCE ONLY, CHARGER BY OTHERS) NOT TO SCALE AutoCAD SHX Text: 4 AutoCAD SHX Text: - AutoCAD SHX Text: 1. ASPHALT AND BASE MATERIAL SHALL COMPLY WITH CALTRANS OR LOCAL JURISDICTION SPEC. FOR ASPHALT AND BASE MATERIAL SHALL COMPLY WITH CALTRANS OR LOCAL JURISDICTION SPEC. FOR HMA SURFACE COURSE AND CLASS 2 AGGREGATE BASE. 2. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH PLATED TO ENSURE ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH PLATED TO ENSURE THE SAFETY OF THE GENERAL PUBLIC. 3. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE SUBCONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. 4. TOTAL CONDUIT COVER IS REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER LOCAL TOTAL CONDUIT COVER IS REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER LOCAL JURISDICTION REQUIREMENTS, IF THE FROST LINE EXCEED 2'-0". 5. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E1.0 & E1.1, EXACT CONDUIT EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E1.0 & E1.1, EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE SUBCONTRACTOR IN THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. 6. CLEAN GRANULAR BACKFILL SHALL BE PLACED IN LOOSE, LEVEL LIFTS NOT TO EXCEED 6-INCHES CLEAN GRANULAR BACKFILL SHALL BE PLACED IN LOOSE, LEVEL LIFTS NOT TO EXCEED 6-INCHES THICKNESS. 7. COMPACTION SHALL BE BY MECHANICAL VIBRATORY PLATE COMPACTORS UNLESS OTHERWISE COMPACTION SHALL BE BY MECHANICAL VIBRATORY PLATE COMPACTORS UNLESS OTHERWISE SPECIFIED. 8. COMPACT TO THE SAME DENSITY AS THE UNDISTURBED SOIL. COMPACT EACH LAYER UNTIL THERE COMPACT TO THE SAME DENSITY AS THE UNDISTURBED SOIL. COMPACT EACH LAYER UNTIL THERE IS NO EVIDENCE OF CONSOLIDATION. 9. FINAL LIFT BENEATH PAVEMENTS SHALL BE COMPACTED A MINIMUM OF FOUR COMPLETE PASSES. FINAL LIFT BENEATH PAVEMENTS SHALL BE COMPACTED A MINIMUM OF FOUR COMPLETE PASSES. 10. CONTROLLED LOW STRENGTH MATERIAL (CLSM) MAY BE USED IN PLACE OF CLEAN GRANULAR CONTROLLED LOW STRENGTH MATERIAL (CLSM) MAY BE USED IN PLACE OF CLEAN GRANULAR BACKFILL. CLSM SHALL CONFORM TO THE REQUIREMENTS OF THE DOT STANDARD SPECIFICATIONS. 11. SHADE MATERIAL SHALL NOT CONTAIN ROCKS LARGER THAN 1-1/2 INCHES IN THEIR GREATEST SHADE MATERIAL SHALL NOT CONTAIN ROCKS LARGER THAN 1-1/2 INCHES IN THEIR GREATEST DIMENSION AND SHALL CONFORM TO SCE SERVICE REQUIREMENTS. 12. ALL UTILITY CROSSINGS SHALL PROVIDE A MINIMUM OF 12 INCHES CLEAR VERTICAL SEPARATION ALL UTILITY CROSSINGS SHALL PROVIDE A MINIMUM OF 12 INCHES CLEAR VERTICAL SEPARATION FROM THE SCE ELECTRIC FACILITIES. 13. APPLY SLURRY COAT IN A UNIFORM THICKNESS IN ACCORDANCE WITH ASTM D3910 AND ALLOW TO APPLY SLURRY COAT IN A UNIFORM THICKNESS IN ACCORDANCE WITH ASTM D3910 AND ALLOW TO CURE FOR A MIN. OF 5 DAYS. ROLL SLURRY SEAL TO REMOVE RIDGES AND PROVIDE A UNIFORM, SMOOTH SURFACE. 14. DIRECT BURIED UTILITY TRENCH BACK FILL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: DIRECT BURIED UTILITY TRENCH BACK FILL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: -SECTION 31 20 00, EARTH MOVING -SECTION 26 05 43, UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS -SECTION 32 12 16, ASPHALT PAVING -SECTION 03 30 00, CAST-IN-PLACE CONCRETE AutoCAD SHX Text: NOTES:

AutoCAD SHX Text: PAVEMENT TRENCH DETAIL NOT TO SCALE AutoCAD SHX Text: SAW CUT EXISTING CONCRETE AutoCAD SHX Text: EXISTING AC PAVEMENT AutoCAD SHX Text: CAUTION TAPE @ 1/2 DEPTH AutoCAD SHX Text: ASPHALT SURFACE AutoCAD SHX Text: ASPHALT BASE AutoCAD SHX Text: EXISTING AC PAVEMENT AutoCAD SHX Text: MATERIAL NOT TO CONTAIN ROCKS LARGER THAN 3" DIAMETER WITHIN THE FIRST 6" OF BACKFILL PLACED AutoCAD SHX Text: 1 AutoCAD SHX Text: - AutoCAD SHX Text: 3" CLEAN SAND BEDDING TO BE PLACED BELOW, SIDE & TOP OF CONDUIT PER ASTM C33/C33M; FINE AGGREGATE AutoCAD SHX Text: CONDUIT THROUGH-HOLE AutoCAD SHX Text: CONDUIT W/ WEATHERPROOF PLUG AND PULLING STRING FOR TERMINATION, DO NOT EXTEND THE CONDUIT MORE THAN 9" ABOVE THE PAD AutoCAD SHX Text: CONCRETE FOOTING (SEE DETAIL) 4,000 PSI AutoCAD SHX Text: CONDUIT AutoCAD SHX Text: (6)#3 BAR EACH WAY PER CONCRETE PAD DETAIL AutoCAD SHX Text: FINISH SURFACE AutoCAD SHX Text: 3/4" CHAMFER ALL AROUND AutoCAD SHX Text: REINFORCEMENT PLAN AutoCAD SHX Text: (6) #3 BAR SPACED AS SHOWN, TOP & BOTTOM AutoCAD SHX Text: (4) #3 EACH FACE EXTEND 6" PAST OPENING. 2" CLR FROM PENETRATION, TYP AutoCAD SHX Text: CONDUIT THROUGH-HOLE AutoCAD SHX Text: EV CHARGER BASE PLATE AutoCAD SHX Text: ANCHOR HOLE LOCATIONS AutoCAD SHX Text: CONDUIT W/ WEATHERPROOF PLUG AND PULLING STRING FOR TERMINATION, DO NOT EXTEND THE CONDUIT MORE THAN 9" ABOVE THE PAD AutoCAD SHX Text: PROPOSED ANCHOR BOLTS AutoCAD SHX Text: CONDUIT AutoCAD SHX Text: (6)#3 BAR EACH WAY PER CONCRETE PAD DETAIL AutoCAD SHX Text: FINISH SURFACE AutoCAD SHX Text: 3/4" CHAMFER ALL AROUND AutoCAD SHX Text: CONRETE CAP AutoCAD SHX Text: FINAL ASPHALT AutoCAD SHX Text: 4" SCHEDULE 40 STEELCONCRETE FILLED AutoCAD SHX Text: NOTES: 1. A 36" MINIMUM CLEARANCE IS REQUIRED FROM THE PAD A 36" MINIMUM CLEARANCE IS REQUIRED FROM THE PAD TO THE FRONT AND SIDE BARRIER POSTS FOR OPENING EQUIPMENT DOORS. 2. USE 4" SCHEDULE 40 STEEL PIPE (1/4" MIN. WALL) USE 4" SCHEDULE 40 STEEL PIPE (1/4" MIN. WALL)FILLED WITH CONCRETE AND PAINTED "CAUTION YELLOW". 3. FIELD PRIME STEEL BOLLARDS WITH 2 COATS OF FIELD PRIME STEEL BOLLARDS WITH 2 COATS OF ZINC-RICH PRIMER. PAINT BOLLARDS WITH 2 COATS OF INDUSTRIAL YELLOW ENAMEL. 4. CONCRETE FOOTINGS SHALL BE MINIMUM OF 36" BELOW CONCRETE FOOTINGS SHALL BE MINIMUM OF 36" BELOW GRADE. 5. CONCRETE SHALL BE 4,000 PSI. CONCRETE SHALL BE 4,000 PSI. 6. CAUTION MUST BE TAKEN WHEN INSTALLING POSTS SO CAUTION MUST BE TAKEN WHEN INSTALLING POSTS SO THAT POSTS DO NOT MAKE CONTACT WITH CONDUIT SYSTEM. 7. BEFORE EXCAVATING FOR THE BARRIER, CALL DIG ALERT BEFORE EXCAVATING FOR THE BARRIER, CALL DIG ALERT AT 811 OR 1-800-422-4133 FOR MARK-OUT SERVICE CALL AT LEAST 48 HOURS PRIOR TO EXCAVATING.

AutoCAD SHX Text: PAINT YELLOW AutoCAD SHX Text: 60" MIN. ABOVE GRADE (80" MIN. IF IN A CIRCULATION PATH) AutoCAD SHX Text: 2.5" DIAMETER GALVANIZED STEEL PIPE AutoCAD SHX Text: FINISH GRADE AutoCAD SHX Text: 0.5" MIN. RADIUS CORNERS, TYP.

AutoCAD SHX Text: REFLECTORIZED SIGN WITH GREEN TEXT AND BORDER ON WHITE BACKGROUND AutoCAD SHX Text: EVCS FLEET SIGNAGE DETAIL NOT TO SCALE AutoCAD SHX Text: 5 AutoCAD SHX Text: -

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

O

EV

CHARGING

ONLY

EV

CHARGING

ONLY

project contract

000000000013450

1 2 3 4 5 6 7 8 9 10 11 12 13

A

B

C

D

E

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:4

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8430 JUNIPER CREEK LANE

SAN DIEGO, CA 92126

(619) 880-9797 file:

LAKE HENSHAW MAINTENANCE STATION

CHARGING STATION

27174 CA-79

SANTA YSABEL, CALIFORNIA 92070

SAN DIEGO COUNTY

DGS - DOT SANTA YSABEL_BTM (1).DWG

date designed

JM

detailed checked

JP

JM

no. by descriptiondate ckd

3/11/2025

1 MM Address DOT Comments5/03/2024 PS

2 MM Add Safety Switch Disconnect3/11/2025 PS

V3

3 MM UPDATE ENGINEER STAMP3/11/2025 PS

ELECTRICAL PLAN

E-1.0

SHEET SHEETSOF 7

1"=10'

5 201000 10

L I C

EN

S E D

PR

OFESSIONAL ENGINEER

STATE OF CALIFO

RNIA

ELECTRICAL

H

EN

RY

SARMIENTO

PER

EZE 22680

Exp. 03/31/27

N

OHE OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

03/18/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-2565

DOT D11 - Electric Vehicle Supply Equipment - San Diego

PROJECT NUMBER: 000000000014857; 06/27/25

AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: (1) 2.5" PVC CONDUIT AutoCAD SHX Text: BRANCH CIRCUIT LENGTHS AutoCAD SHX Text: EVSE AutoCAD SHX Text: ESITMATED LENGTH (FT) AutoCAD SHX Text: WIRE SIZE AutoCAD SHX Text: 1 & 2 AutoCAD SHX Text: 60 AutoCAD SHX Text: #2 AutoCAD SHX Text: NOTES: : 1. RUN 48" OF WIRING ABOVE THE CONDUIT (FOR L2'S PEDESTAL), AS RUN 48" OF WIRING ABOVE THE CONDUIT (FOR L2'S PEDESTAL), AS THE HOOK UPS ARE IN THE TOP "HEAD" OF THE PEDESTAL UNIT. 2. DO NOT EXTEND THE CONDUIT FORE THAN 9" ABOVE THE PAD.DO NOT EXTEND THE CONDUIT FORE THAN 9" ABOVE THE PAD.

AutoCAD SHX Text: EXISTING POLE WITH OVERHEAD TRANSFORMERS AutoCAD SHX Text: EXISTING RISER AutoCAD SHX Text: LIMITS OF WORK AutoCAD SHX Text: PROPOSED EQUIPMENT BOLLARD QTY 8 AutoCAD SHX Text: 2 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING BUILDING AutoCAD SHX Text: EXISTING FUEL TANK AutoCAD SHX Text: EXISTING BOLLARD (TYP.)

AutoCAD SHX Text: EXISTING STORAGE CABINET AutoCAD SHX Text: EXISTING 600A (208Y/120V), 3-PHASE METERED SWITCHBOARD. EXISTING 30A CIRCUIT BREAKER TO BE REPLACED WITH (1) 100A BREAKER AND (1) NEW 100A BREAKER AutoCAD SHX Text: PROPOSED 80A CHARGEPOINT LEVEL 2 CHARGER (DUAL-PORT) AutoCAD SHX Text: 3 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: 4 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: LEGEND:

AutoCAD SHX Text: EXISTING SWITCHBOARD EXISTING BUILDING FOOTPRINT EXISTING BUILDING OVERHANG EXISTING ELECTRICAL OVERHEAD LINE EXISTING BOLLARD EXISTING LIGHT EXISTING POWER POLE EXISTING POWER POLE W/ OVERHEAD TRANSFORMERS EXISTING GUY WIRE PROPOSED SAFETY SWITCH DISCONNECT ON H-FRAME PROPOSED LEVEL 2 DUAL-PORT CHARGER PROPOSED PROTECTION BOLLARD PROPOSED TRENCH CONDUIT PROPOSED UNDERGROUND CONDUIT INDICATED EVSE NUMBER LIMITS OF WORK EXISTING CHAIN LINK FENCE EXISTING IRON FENCE AutoCAD SHX Text: # AutoCAD SHX Text: PROPOSED (2) 100A (240Y/120V), 1-PHASE SAFETY SWITCH DISCONNECT ON H-FRAME AutoCAD SHX Text: 1 AutoCAD SHX Text: E-3.0 AutoCAD SHX Text: SERVICE ELECTRICAL CIRCUIT SCHEDULE AutoCAD SHX Text: NO.

AutoCAD SHX Text: FROM AutoCAD SHX Text: TO AutoCAD SHX Text: CONFIGURATION AutoCAD SHX Text: 1A AutoCAD SHX Text: EXISTING 600A (208Y/12OV), 3 , ,SWITCHBOARD AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "A" AutoCAD SHX Text: PROPOSED 2.5" EMT CONDUIT W/(2) #2 AWG CU, (1) #6 AWG CU GND AutoCAD SHX Text: 1B AutoCAD SHX Text: EXISTING 600A (208Y/12OV), 3 , ,SWITCHBOARD AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "B" AutoCAD SHX Text: PROPOSED 2.5" EMT CONDUIT W/(2) #2 AWG CU, (1) #6 AWG CU GND AutoCAD SHX Text: 2A AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "A" AutoCAD SHX Text: JUNCTION BOX AutoCAD SHX Text: PROPOSED 2.5" EMT CONDUIT W/(2) #2 AWG CU, (1) #6 AWG CU GND…