Plans.pdf

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8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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CALIFORNIA INSTITUTION FOR WOMEN - IWL

CHARGING STATION

16756 CHINO CORONA RD,

CORONA, CA 92880

RIVERSIDE COUNTY

DGS_CDCR_CA INSTITUTION FOR WOMEN IWL - BTM.DWG

0 ISSUE FOR PERMITTING

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JP

02/28/2025

10/30/2024 JPMM

V1

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

000000000013838

1 ISSUE FOR PERMITTING02/28/2025 JPMM

COVER SHEET

C-1.0

LI

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EN

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D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I VI L

JA

SON PAQUETTE

C 79782 Exp. 9/30/26

N

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

04/27/25

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

25-1208

CDCR - ELECTRIC VEHICLE SUPPLY EQUIPMENT - CALIFORNIA INSTITUTION FOR WOMEN

PN: 000000000013838, Date: 8/22/25

AutoCAD SHX Text: APN 1057-191-005 AutoCAD SHX Text: REFERENCES: (SURVEY) SURVEY PREPARED BY C2 GROUP DATED 11/02/2023 AutoCAD SHX Text: BASIS OF BEARING: CALIFORNIA STATE PLANE COORDINATE SYSTEM NAD 83 (2011), ZONE 5, US FOOT, 2010.00 EPOCH 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 LN SAN DIEGO, CA 92126 JASONP@C2GROUP.US (619) 518-1101 AutoCAD SHX Text: ELECTRICAL ENGINEER: HENRY PEREZ, PE C2 GROUP 8340 JUNIPER CREEK LN SAN DIEGO, CA 92126 HENRYP@C2GROUP.US (619) 807-5952 AutoCAD SHX Text: PROJECT MANAGER: STEVEN PIEPENHAGEN, PROJECT DIRECTOR OFFICE OF SUSTAINABILITY DEPARTMENT OF GENERAL SERVICES DIRECT: (916) 212-4300 STEVEN.PIEPENHAGEN@DGS.CA.GOV AutoCAD SHX Text: DESIGNER: MARK MANINGAS C2 GROUP 8340 JUNIPER CREEK LN SAN DIEGO, CA 92126 MARKMA@C2GROUP.US (619) 813-2547 AutoCAD SHX Text: CALIFORNIA INSTITUTION FOR WOMEN - IWL CORONA, CALIFORNIA SFM PERMIT #25-1208 AutoCAD SHX Text: DRAWINGS: TITLE: TITLE: C-1.0 COVER SHEET COVER SHEET C-2.0 NOTES NOTES C-3.0 STRUCTURAL NOTES STRUCTURAL NOTES C-4.0 SITE PLAN SITE PLAN C-5.0 DETAILS DETAILS C-5.1 DETAILS DETAILS E-1.0 ELECTRICAL PLAN ELECTRICAL PLAN E-2.0 ONE-LINE DIAGRAM ONE-LINE DIAGRAM E-3.0 ELECTRICAL DETAILS ELECTRICAL DETAILS E-4.0 ELECTRICAL DETAILS ELECTRICAL DETAILS R-1.0 REFERENCE REFERENCE R-2.0 REFERENCE REFERENCE AutoCAD SHX Text: APPLICABLE CODES 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR* 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR (2021 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 (2019 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. 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN.AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN.

AutoCAD SHX Text: PROJECT DESCRIPTION: INSTALLATION OF ONE LEVEL 2 CHARGER (DUAL-PORT), AND SAFETY SWITCH DISCONNECT. THE SCOPE OF WORK DOES NOT REQUIRE ACCESSIBILITY IMPROVEMENTS TO COMPLY WITH CBC 11B-228.3.2 EXCEPTION 1. TOTAL EV FLEET STALL COUNT: 2 ALL EVSE INSTALLED ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE INTENDED FOR USE BY A DESIGNATED VEHICLE OR DRIVER. ALTHOUGH THE CONTRACTOR MAY NOT PROCURE OR PERFORM THE FINAL INSTALLATION OF THE EVSE, SUCH WORK IS IN THE PERMIT SCOPE AND MAY BE PERFORMED BY OTHERS. THE EVCS FOR THIS PROJECT ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE INTENDED FOR THE USE BY A DESIGNATED VEHICLE OR DRIVER; THEREFORE, PER CBC SECTION 11B-228.3.2 EXCEPTION 1, THE EVCS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-228.3.2. THE EVCS FOR THIS PROJECT ARE NOT DESIGNED TO COMPLY WITH 11B-228.3.2 ACCESS REQUIREMENTS.

AutoCAD SHX Text: PROJECT LOCATION AutoCAD SHX Text: MODIFICATION LOCATION AutoCAD SHX Text: CHINO CORONA RD AutoCAD SHX Text: CHINO CORONA RD detailed checked

no. by descriptiondate ckd

8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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CALIFORNIA INSTITUTION FOR WOMEN - IWL

CHARGING STATION

16756 CHINO CORONA RD,

CORONA, CA 92880

RIVERSIDE COUNTYY

DGS_CDCR_CA INSTITUTION FOR WOMEN IWL - BTM.DWG

0 ISSUE FOR PERMITTING

MM

MM

JP

02/28/2025

10/30/2024 JPMM

V1

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

000000000013838

1 ISSUE FOR PERMITTING02/28/2025 JPMM

NOTES

C-2.0

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EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I VI L

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.

04/27/25

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

25-1208

CDCR - ELECTRIC VEHICLE SUPPLY EQUIPMENT - CALIFORNIA INSTITUTION FOR WOMEN

PN: 000000000013838, Date: 8/22/25

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. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL. 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 DCFC DIRECT CURRENT FAST CHARGER DIRECT CURRENT FAST CHARGER 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 EMT ELECTRIC METALLIC TUBING ELECTRIC METALLIC TUBING 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 HVAC HEATING, VENTILATION, AND AIR CONDITIONING HEATING, VENTILATION, AND AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE IN INCHES INCHES MCB MAIN CIRCUIT BREAKER MAIN CIRCUIT BREAKER N NORTH; NORTHING NORTH; NORTHING QTY QUANTITY QUANTITY PED PEDESTAL PEDESTAL PG PROPOSED GRADE PROPOSED GRADE PI POINT OF INTERSECTION POINT OF INTERSECTION PVC POLY VINYL CHLORIDE POLY VINYL CHLORIDE R RADIUS RADIUS RMC RIGID METAL CONDUIT RIGID METAL CONDUIT SDG&E SAN DIEGO GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC 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: ARC FLASH NOTE TO CONTRACTOR: THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING EXISTING ARC FLASH HAZARD ANALYSIS DOCUMENTATION AND PERFORMING A NEW ARC FLASH HAZARD ANALYSIS IN ACCORDANCE WITH 2024 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 AND DRY-TYPE TRANSFORMERS SHALL BE MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ARC FLASH HAZARDS IN ACCORDANCE WITH CEC 110.16. ARC-FLASH ASSESSMENT STUDY AND ARC FLASH HAZARD WARNING LABELS SHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER OF RECORD FOR REVIEW AND APPROVAL.

detailed checked

no. by descriptiondate ckd

8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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

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CALIFORNIA INSTITUTION FOR WOMEN - IWL

CHARGING STATION

16756 CHINO CORONA RD,

CORONA, CA 92880

RIVERSIDE COUNTY

DGS_CDCR_CA INSTITUTION FOR WOMEN IWL - BTM.DWG

0 ISSUE FOR PERMITTING

MM

MM

JP

02/28/2025

10/30/2024 JPMM

V1

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

000000000013838

1 ISSUE FOR PERMITTING02/28/2025 JPMM

GENERAL STRUCTURAL NOTES

C-3.0

LI

C

EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I VI L

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.

04/27/25

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

25-1208

CDCR - ELECTRIC VEHICLE SUPPLY EQUIPMENT - CALIFORNIA INSTITUTION FOR WOMEN

PN: 000000000013838, Date: 8/22/25

AutoCAD SHX Text: DESIGN LOADS: PER 2021 IBC & 2022 CBSC : PER 2021 IBC & 2022 CBSC 1603.1.1 - FLOOR LOADS: LEVEL 2 DUAL-PORT CHARGER (CHARGEPOINT CP6021B) ......... 168 LBS (APPROXIMATE) 168 LBS (APPROXIMATE) SAFETY SWITCH DISCONNECT ....................................................... 20 LBS 20 LBS 1603.1.4 - WIND DESIGN CRITERIA: ULTIMATE DESIGN WIND SPEED, Vult ............................................. 95 MPH 95 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 .................................................... 1.66 g S .................................................... 1.66 g 1.66 g SPECTRAL ACCELERATION, S .................................................... 0.60 g 1 .................................................... 0.60 g 0.60 g SITE CLASS ............................................................................... D D SPECTRAL RESPONSE COEFFICIENT, S ........................................ 1.11 g DS ........................................ 1.11 g 1.11 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: TYPE f'c SLUMP w/c AIR f'c SLUMP w/c AIR SLUMP w/c AIR w/c AIR AIR FOOTINGS 3,000 1-4" 0.45 6% 3,000 1-4" 0.45 6% 1-4" 0.45 6% 0.45 6% 6% 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: PROJECT DIRECTOR WILL ENGAGE A QUALIFIED SPECIAL INSPECTOR TESTING AGENCY. TESTING SPECIAL INSPECTIONS: PROJECT DIRECTOR 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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no. by descriptiondate ckd

8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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CALIFORNIA INSTITUTION FOR WOMEN - IWL

CHARGING STATION

16756 CHINO CORONA RD,

CORONA, CA 92880

RIVERSIDE COUNTY

DGS_CDCR_CA INSTITUTION FOR WOMEN IWL - BTM.DWG

0 ISSUE FOR PERMITTING

MM

MM

JP

02/28/2025

10/30/2024 JPMM

V1

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

000000000013838

1 ISSUE FOR PERMITTING02/28/2025 JPMM

OVERALL SITE PLANS

C-4.0

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OFESSIONAL ENGINEER

STATE OF CALIFO

RNIAC I VI L

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N PAQUETTE

C 79782 Exp. 9/30/26

004 42 8

1"=4 'N

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

04/27/25

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

25-1208

CDCR - ELECTRIC VEHICLE SUPPLY EQUIPMENT - CALIFORNIA INSTITUTION FOR WOMEN

PN: 000000000013838, Date: 8/22/25

AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: PROPOSED DUAL-PORT 80A LEVEL 2 CHARGER AutoCAD SHX Text: 1 AutoCAD SHX Text: E-3.0 AutoCAD SHX Text: PROPOSED (2) 100A (120/240V), 1-PHASE SAFETY SWITCH DISCONECT MOUNTED ON H-FRAME AutoCAD SHX Text: 2 AutoCAD SHX Text: E-3.0 AutoCAD SHX Text: PROPOSED CHAINLINK FENCE AutoCAD SHX Text: 1 AutoCAD SHX Text: C-5.1 AutoCAD SHX Text: PROPOSED EVCS FLEET SIGNAGE [QTY 2] AutoCAD SHX Text: 1 AutoCAD SHX Text: C-5.0 AutoCAD SHX Text: PROPOSED BOLLARD [QTY 2] AutoCAD SHX Text: 2 AutoCAD SHX Text: C-5.0 AutoCAD SHX Text: EXISTING 75KVA (480Δ-208Y/120V), 3-PHASE DRY-TYPE TRANSFORMER.

AutoCAD SHX Text: EXISTING 225A (208Y/120V), 3-PHASE DISTRIBUTION PANEL. REPLACE EXISTING MAIN BREAKER WITH 200A 100% RATED MAIN BREAKER, & INSTALL (2) 100A 2-POLE CIRCUIT BREAKERS.

AutoCAD SHX Text: EXISTING 100A (480Y/277V), 3-PHASE DISTRIBUTION PANEL.

AutoCAD SHX Text: EXISTING FIRE HYDRANT AutoCAD SHX Text: PROPOSED 4" WIDE PAINTED STRIPING. TYP.

AutoCAD SHX Text: PROPOSED EVSC SYMBOL. PAINTED WHITE FIGURE ON 36"x36" GREEN BACKGROUND TO MATCH FEDERAL COLOR NUMBER 14090 (SEE CALTRANS EVCS SIGN DESIGNATION G66-21B) AND 4" WIDE WHITE BORDERLINE. CENTERLINE WITH VEHICLE SPACE. TYP.

AutoCAD SHX Text: PROPOSED PAINTED "EV CHARGING ONLY" IN 12" HIGH MIN. WHITE LETTERS. TYP.

AutoCAD SHX Text: EXISTING CHAINLINK FENCE TO BE REMOVED/RELOCATED AutoCAD SHX Text: EXISTING ABOVE GROUND CONDUIT AutoCAD SHX Text: EXISTING MANHOLE AutoCAD SHX Text: EXISTING MANHOLE AutoCAD SHX Text: EXISTING HANDHOLE AutoCAD SHX Text: EXISTING BOLLARD AutoCAD SHX Text: EXISTING BOLLARD AutoCAD SHX Text: EXISTING ELECTRICAL BOX AutoCAD SHX Text: EXISTING HANDHOLE AutoCAD SHX Text: EXISTING HANDHOLE AutoCAD SHX Text: EXISTING BOLLARD AutoCAD SHX Text: EXISTING CONCRETE PAD AutoCAD SHX Text: PROPOSED WHEELSTOP AutoCAD SHX Text: 3 AutoCAD SHX Text: C-5.0 AutoCAD SHX Text: CONSTRUCTION NOTES: : REMOVE EXISTING GROUND FOR THE INSTALLATION OF CHAIN LINK POST & FOOTING.

AutoCAD SHX Text: 1 AutoCAD SHX Text: LEGEND:

AutoCAD SHX Text: EXISTING DRY-TYPE TRANSFOMER AutoCAD SHX Text: EXISTING ABOVEGROUND EMT CONDUIT AutoCAD SHX Text: INDICATED EVSE NUMBER AutoCAD SHX Text: E AutoCAD SHX Text: PROPOSED PARKING STALL STRIPING AutoCAD SHX Text: NOTES: : 1. CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE IN PLACE WITHIN THE LIMITS OF WORK, AND RETURN CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE IN PLACE WITHIN THE LIMITS OF WORK, AND RETURN ALL DISTURBED FACILITIES TO THE SAME OR BETTER THAN THE EXISTING CONDITION. 2. INSTALLATION OF ALL LEVEL 2 CHARGER AND PEDESTAL, EVSE INFORMATION IS PROVIDED FOR REFERENCE INSTALLATION OF ALL LEVEL 2 CHARGER AND PEDESTAL, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER AND PEDESTALS TO BE INSTALLED BY OTHERS.

AutoCAD SHX Text: # AutoCAD SHX Text: 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: ONE NUMBER OF STORIES: ONE 4. BUILDING AREA IN SQUARE FEET: N/A BUILDING AREA IN SQUARE FEET: N/A 5. AREA OF THE PROJECT IN SQUARE FEET:610 SF AREA OF THE PROJECT IN SQUARE FEET:610 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): FIRE SPRINKLERS (TYPE, FULL, PARTIAL): 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: NONSTRUCTURAL PROVISIONS-BUILDING ANALYSIS:

AutoCAD SHX Text: EXISTING DISTRIBUTION PANEL AutoCAD SHX Text: EXISTING HANDHOLE AutoCAD SHX Text: EXISTING CHAINLINK FENCE AutoCAD SHX Text: EXISTING UTILITY MANHOLE AutoCAD SHX Text: X AutoCAD SHX Text: EXISTING BUILDING FOOTPRINT AutoCAD SHX Text: EXISTING BUILDING OVERHANG AutoCAD SHX Text: EXISTING FIRE HYDRANT AutoCAD SHX Text: EXISTING BOLLARD AutoCAD SHX Text: PROPOSED SAFETY SWITCH DISCONNECT ON H-FRAME AutoCAD SHX Text: PROPOSED LEVEL 2 CHARGER (DUAL-PORT) AutoCAD SHX Text: PROPOSED SURFACE MOUNT BOLLARD AutoCAD SHX Text: PROPOSED ABOVEGROUND EMT CONDUIT AutoCAD SHX Text: E AutoCAD SHX Text: X AutoCAD SHX Text: PROPOSED CHAINLINK FENCE detailed checked

no. by descriptiondate ckd

8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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CALIFORNIA INSTITUTION FOR WOMEN - IWL

CHARGING STATION

16756 CHINO CORONA RD,

CORONA, CA 92880

RIVERSIDE COUNTY

DGS_CDCR_CA INSTITUTION FOR WOMEN IWL - BTM.DWG

0 ISSUE FOR PERMITTING

MM

MM

JP

02/28/2025

10/30/2024 JPMM

V1

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

000000000013838

1 ISSUE FOR PERMITTING02/28/2025 JPMM

DETAILS

C-5.0

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STATE OF CALIFORNIAC I VI L

JA

SON PAQUETTE

C 79782 Exp. 9/30/26

AUTHORIZED

FLEET OR

DESIGNATED

ELECTRIC

VEHICLES

ONLY

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

04/27/25

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

25-1208

CDCR - ELECTRIC VEHICLE SUPPLY EQUIPMENT - CALIFORNIA INSTITUTION FOR WOMEN

PN: 000000000013838, Date: 8/22/25

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: 1 AutoCAD SHX Text: - AutoCAD SHX Text: WHEEL STOP DETAIL NOT TO SCALE AutoCAD SHX Text: 3 AutoCAD SHX Text: - AutoCAD SHX Text: NOTE AutoCAD SHX Text: 1. PREFABRICATED CONCRETE PARKING BARRIERS, AS REQUIRED, PREFABRICATED CONCRETE PARKING BARRIERS, AS REQUIRED, SHALL BE A MINIMUM OF 9 INCHES WIDE, 5 INCHES HIGH, AND 6 FEET LONG. PREFABRICATED BARRIERS MUST BE FIRMLY AND PERMANENTLY ANCHORED A MINIMUM OF 12 INCHES BELOW THE PAVEMENT WITH GALVANIZED ANCHOR PINS.

AutoCAD SHX Text: SECTION AutoCAD SHX Text: #4 REBAR 18" LONG (TYP) AutoCAD SHX Text: #3 REBAR W/ 2" COVER (TYP) AutoCAD SHX Text: ANCHOR PIN (TYP OF 2) AutoCAD SHX Text: TOP VIEW AutoCAD SHX Text: FIXED BOLLARD DETAIL NOT TO SCALE AutoCAD SHX Text: 2 AutoCAD SHX Text: - 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 3,000 PSI. CONCRETE SHALL BE 3,000 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 detailed checked

no. by descriptiondate ckd

8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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

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CALIFORNIA INSTITUTION FOR WOMEN - IWL

CHARGING STATION

16756 CHINO CORONA RD,

CORONA, CA 92880

RIVERSIDE COUNTY

DGS_CDCR_CA INSTITUTION FOR WOMEN IWL - BTM.DWG

0 ISSUE FOR PERMITTING

MM

MM

JP

02/28/2025

10/30/2024 JPMM

V1

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

000000000013838

1 ISSUE FOR PERMITTING02/28/2025 JPMM

DETAILS

C-5.1

LI

C

EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I VI L

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.

04/27/25

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

25-1208

CDCR - ELECTRIC VEHICLE SUPPLY EQUIPMENT - CALIFORNIA INSTITUTION FOR WOMEN

PN: 000000000013838, Date: 8/22/25

AutoCAD SHX Text: DOUBLE LEAF GATES AutoCAD SHX Text: OPENING AutoCAD SHX Text: GATE POSTS AutoCAD SHX Text: HINGE SPACE (S) AutoCAD SHX Text: FACE TO FACE AutoCAD SHX Text: SQ & RND SIZES AutoCAD SHX Text: POST TO UPRIGHT AutoCAD SHX Text: 8'-0" THROUGH 12'-0" AutoCAD SHX Text: 2 1/2" SQ OR 2.875" OD AutoCAD SHX Text: SQUARE & ROUND GATE POSTS 2 1/4" AutoCAD SHX Text: 14'-0" THROUGH 24'-0" AutoCAD SHX Text: 3" SQ OR 4" OD AutoCAD SHX Text: SQUARE & ROUND GATE POSTS 2 1/4" AutoCAD SHX Text: 26'-0" THROUGH 36'-0" AutoCAD SHX Text: 6" SQ OR 6.625" OD AutoCAD SHX Text: GATE POSTS SQ = 2 1/4" RND = 3 1/2" AutoCAD SHX Text: 38'-0" THROUGH 40'-0" AutoCAD SHX Text: 8" SQ OR 8.625" OD AutoCAD SHX Text: GATE POSTS SQ = 2 1/4" RND = 3 1/2" AutoCAD SHX Text: POST TOP (DOME) AutoCAD SHX Text: ALL JOINTS WELDED TO MAKE A SOLID FRAME AutoCAD SHX Text: 2" SQ GATE FRAME (TYP) 4 SIDES) AutoCAD SHX Text: TENSION BAR (TYP 4 SIDES) AutoCAD SHX Text: DOUBLE SWING GATE NO SCALE AutoCAD SHX Text: SINGLE OR DOUBLE LEAF GATES AutoCAD SHX Text: NOM HEIGHT (H) AutoCAD SHX Text: UPRIGHT HT (U) AutoCAD SHX Text: FRAME HT (F) AutoCAD SHX Text: WITHOUT BARBED WIRE AutoCAD SHX Text: ACTUAL DIMENSION AutoCAD SHX Text: ACTUAL DIMENSION AutoCAD SHX Text: 3'-0" AutoCAD SHX Text: 2'-10" AutoCAD SHX Text: 2'-8 1/2" AutoCAD SHX Text: 3'-6" AutoCAD SHX Text: 3'-4" AutoCAD SHX Text: 3'-8 1/2" AutoCAD SHX Text: 4'-0" AutoCAD SHX Text: 3'-10" AutoCAD SHX Text: 3'-8 1/2" AutoCAD SHX Text: 5'-0" AutoCAD SHX Text: 4'-10" AutoCAD SHX Text: 4'-8 1/2" AutoCAD SHX Text: 6'-0" AutoCAD SHX Text: 5'-10" AutoCAD SHX Text: 5'-8 1/2" AutoCAD SHX Text: 7'-0" AutoCAD SHX Text: 6'-10" AutoCAD SHX Text: 6'-8 1/2" AutoCAD SHX Text: 8'-0" AutoCAD SHX Text: 7'-10" AutoCAD SHX Text: 7'-8 1/2" AutoCAD SHX Text: 9'-0" AutoCAD SHX Text: 8'-10" AutoCAD SHX Text: 8'-8 1/2" AutoCAD SHX Text: 10'-0" AutoCAD SHX Text: 9'-10" AutoCAD SHX Text: 9'-8 1/2" AutoCAD SHX Text: 11'-0" AutoCAD SHX Text: 10'-10" AutoCAD SHX Text: 10'-8 1/2" AutoCAD SHX Text: 12'-0" AutoCAD SHX Text: 11'-10" AutoCAD SHX Text: 11'-8 1/2" AutoCAD SHX Text: LEVER HARDWARE PER CBC SECTION 1008.2/ADAAG 4.13.3, SEE DETAIL AutoCAD SHX Text: POST TOP (DOME) AutoCAD SHX Text: CORNER POST (ROUND) AutoCAD SHX Text: (1 5/8") OD BRACE RAIL AutoCAD SHX Text: RAIL TIE AutoCAD SHX Text: VINYL COATED CHAIN LINK FABRIC, (TOP SELVAGE KNUCKLED) W/ PRIVACY SLATS INDICATED ON SITE PLANS. TYP.

AutoCAD SHX Text: LINE POST LOOP CAP AutoCAD SHX Text: (1 5/8") OD TOP RAIL AutoCAD SHX Text: LINE POST TIE AutoCAD SHX Text: TENSION WIRE AutoCAD SHX Text: HOG RING AutoCAD SHX Text: BOTTOM SELVAGE KNUCKLED AutoCAD SHX Text: TENSION BAR AutoCAD SHX Text: TURNBUCKLE AutoCAD SHX Text: HEIGHT AutoCAD SHX Text: GATE WIDTH AutoCAD SHX Text: SIZE O.D.

AutoCAD SHX Text: 6 FEET AND LESS AutoCAD SHX Text: UP TO 6' AutoCAD SHX Text: 2 7/8" AutoCAD SHX Text: 7' TO 13' AutoCAD SHX Text: 4" AutoCAD SHX Text: 14 TO 18' AutoCAD SHX Text: 6 5/8" AutoCAD SHX Text: OVER 18' AutoCAD SHX Text: 8 5/8" AutoCAD SHX Text: OVER 6 FEET AutoCAD SHX Text: UP TO 6' AutoCAD SHX Text: 3 1/2" AutoCAD SHX Text: 7' TO 13' AutoCAD SHX Text: 4 1/2" AutoCAD SHX Text: 14 TO 18' AutoCAD SHX Text: 6 5/8" AutoCAD SHX Text: OVER 18' AutoCAD SHX Text: 8 5/8" AutoCAD SHX Text: GATE POST SCHEDULE AutoCAD SHX Text: CONCRETE SURFACE AutoCAD SHX Text: FOOTING AutoCAD SHX Text: SIDE FENCE VIEW NO SCALE AutoCAD SHX Text: FLOOR FLANGE (MALLEABLE STEEL) SEE DETAIL ABOVE AutoCAD SHX Text: FINISHED GROUND AutoCAD SHX Text: LINE POST (ROUND) AutoCAD SHX Text: FOOTING AutoCAD SHX Text: EXISTING CHAINLINK FENCE POST AutoCAD SHX Text: LEVER HARDWARE DETAIL NO SCALE AutoCAD SHX Text: CHAINLINK FENCE POST AutoCAD SHX Text: CLAMP AutoCAD SHX Text: CLAMP AutoCAD SHX Text: FORK AutoCAD SHX Text: 1/4" LEVER WELDED TO FORK AutoCAD SHX Text: ELEVATION AutoCAD SHX Text: PLAN VIEW AutoCAD SHX Text: CHAINLINK GATE POST AutoCAD SHX Text: CHAINLINK GATE POST AutoCAD SHX Text: CHAINLINK FENCE DETAIL NOT TO SCALE AutoCAD SHX Text: 1 AutoCAD SHX Text: - AutoCAD SHX Text: ELEVATION AutoCAD SHX Text: PLAN VIEW AutoCAD SHX Text: FLOOR FLANGE DETAIL NO SCALE AutoCAD SHX Text: CONCRETE FLOOR AutoCAD SHX Text: FLOOR FLANGE (MALLEABLE STEEL) AutoCAD SHX Text: 1/2" x 3-3/4" CONCRETE WEDGE ANCHOR (4 LOCATIONS) AutoCAD SHX Text: 4 HOLE LOCATIONS AutoCAD SHX Text: (2) 5/8" SCREWS AutoCAD SHX Text: (2) 5/8" SCREWS AutoCAD SHX Text: SCAN FOR CONFLICT PRIOR TO CONSTRUCTION TYPICAL AT ALL FOOTINGS.

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no. by descriptiondate ckd

8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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

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CALIFORNIA INSTITUTION FOR WOMEN - IWL

CHARGING STATION

16756 CHINO CORONA RD,

CORONA, CA 92880

RIVERSIDE COUNTY

DGS_CDCR_CA INSTITUTION FOR WOMEN IWL - BTM.DWG

0 ISSUE FOR PERMITTING

MM

MM

JP

02/28/2025

10/30/2024 JPMM

V1

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

000000000013838

1 ISSUE FOR PERMITTING02/28/2025 JPMM

ELECTRICAL PLAN

E-1.0

LI

C

EN

SE

D

PR

OFESSIONAL ENGINEER

STATE OF CALIFO

RNIA

ELECTRICAL

HE

NR

Y

SA

RMIENTO PER

EZE 22680

Exp. 03/31/27

004 42 8

1"=4 'N

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

04/27/25

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

25-1208

CDCR - ELECTRIC VEHICLE SUPPLY EQUIPMENT - CALIFORNIA INSTITUTION FOR WOMEN

PN: 000000000013838, Date: 8/22/25

AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: PROPOSED DUAL-PORT 80A LEVEL 2 CHARGER AutoCAD SHX Text: 1 AutoCAD SHX Text: E-3.0 AutoCAD SHX Text: PROPOSED (2) 100A (120/240V), 1-PHASE SAFETY SWITCH DISCONECT MOUNTED ON H-FRAME AutoCAD SHX Text: 2 AutoCAD SHX Text: E-3.0 AutoCAD SHX Text: PROPOSED CHAINLINK FENCE AutoCAD SHX Text: 1 AutoCAD SHX Text: C-5.1 AutoCAD SHX Text: PROPOSED EVCS FLEET SIGNAGE [QTY 2] AutoCAD SHX Text: 1 AutoCAD SHX Text: C-5.0 AutoCAD SHX Text: PROPOSED BOLLARD [QTY 2] AutoCAD SHX Text: 2 AutoCAD SHX Text: C-5.0 AutoCAD SHX Text: EXISTING 75KVA (480Δ-208Y/120V), 3-PHASE DRY-TYPE TRANSFORMER.

AutoCAD SHX Text: EXISTING 225A (208Y/120V), 3-PHASE DISTRIBUTION PANEL. REPLACE EXISTING MAIN BREAKER WITH 200A 100% RATED MAIN BREAKER, & INSTALL (2) 100A 2-POLE CIRCUIT BREAKERS.

AutoCAD SHX Text: EXISTING 100A (480Y/277V), 3-PHASE DISTRIBUTION PANEL.

AutoCAD SHX Text: EXISTING FIRE HYDRANT AutoCAD SHX Text: EXISTING CHAINLINK FENCE TO BE REMOVED/RELOCATED AutoCAD SHX Text: "A" AutoCAD SHX Text: "B" AutoCAD SHX Text: EXISTING ABOVE GROUND CONDUIT AutoCAD SHX Text: EXISTING MANHOLE AutoCAD SHX Text: EXISTING MANHOLE AutoCAD SHX Text: EXISTING HANDHOLE AutoCAD SHX Text: EXISTING BOLLARD AutoCAD SHX Text: EXISTING BOLLARD AutoCAD SHX Text: EXISTING ELECTRICAL BOX AutoCAD SHX Text: EXISTING HANDHOLE AutoCAD SHX Text: EXISTING HANDHOLE AutoCAD SHX Text: EXISTING BOLLARD AutoCAD SHX Text: EXISTING CONCRETE PAD AutoCAD SHX Text: PROPOSED WHEELSTOP AutoCAD SHX Text: 3 AutoCAD SHX Text: C-5.0 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 225A (208Y/120V), 3-PHASE DISTRIBUTION PANEL AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "A" AutoCAD SHX Text: PROPOSED 1.5" EMT CONDUIT W/(2) #3 AWG CU, (1) #8 AWG CU GND AutoCAD SHX Text: 1B AutoCAD SHX Text: EXISTING 225A (208Y/120V), 3-PHASE DISTRIBUTION PANEL AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "B" AutoCAD SHX Text: PROPOSED 1.5" EMT CONDUIT W/(2) #3 AWG CU, (1) #8 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 1.5" EMT CONDUIT W/(2) #3 AWG CU, (1) #8 AWG CU GND AutoCAD SHX Text: 2B AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "B" AutoCAD SHX Text: JUNCTION BOX AutoCAD SHX Text: PROPOSED 1.5" EMT CONDUIT W/(2) #3 AWG CU AutoCAD SHX Text: 3 AutoCAD SHX Text: JUNCTION BOX AutoCAD SHX Text: LEVEL 2 DUAL-PORT CHARGER AutoCAD SHX Text: PROPOSED 1.5" EMT & 1.5" LIQUIDTIGHT FLEXIBLE CONDUIT W/ (4) #3 AWG CU, (1) #8 AWG CU GND AutoCAD SHX Text: BRANCH CIRCUIT LENGTHS (EXISTING DISTRIBUTION PANEL TO EVSE) AutoCAD SHX Text: EVSE AutoCAD SHX Text: ESITMATED LENGTH (FT) AutoCAD SHX Text: WIRE SIZE AutoCAD SHX Text: 1 & 2 AutoCAD SHX Text: 28 AutoCAD SHX Text: #3 AutoCAD SHX Text: NOTES: : 1. CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE IN PLACE WITHIN THE LIMITS OF WORK, AND RETURN CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE IN PLACE WITHIN THE LIMITS OF WORK, AND RETURN ALL DISTURBED FACILITIES TO THE SAME OR BETTER THAN THE EXISTING CONDITION. 2. INSTALLATION OF ALL LEVEL 2 CHARGER AND PEDESTAL, EVSE INFORMATION IS PROVIDED FOR REFERENCE INSTALLATION OF ALL LEVEL 2 CHARGER AND PEDESTAL, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER AND PEDESTALS TO BE INSTALLED BY OTHERS. 3. SEE LEGEND ON SHEET C-4.0.SEE LEGEND ON SHEET C-4.0.

detailed checked

no. by descriptiondate ckd

8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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

A

B

C

D

E

F

G

H drawing sheet of 12 rev.

sheets

I

/1

/2

:1 :3

P

M B

Y P A M

S M

IT

T H

C O

P Y R

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U P file:

CALIFORNIA INSTITUTION FOR WOMEN - IWL

CHARGING STATION

16756 CHINO CORONA RD,

CORONA, CA 92880

RIVERSIDE COUNTY

DGS_CDCR_CA INSTITUTION FOR WOMEN IWL - BTM.DWG

0 ISSUE FOR PERMITTING

MM

MM

JP

02/28/2025

10/30/2024 JPMM

V1

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

000000000013838

1 ISSUE FOR PERMITTING02/28/2025 JPMM

ONE-LINE DIAGRAM

E-2.0

LI

C

EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAELECTRICAL

HE

NR

Y

SARMIENTO PER

EZE 22680

Exp. 03/31/27

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

04/27/25

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

25-1208

CDCR - ELECTRIC VEHICLE SUPPLY EQUIPMENT - CALIFORNIA INSTITUTION FOR WOMEN

PN: 000000000013838, Date: 8/22/25

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 225A (208Y/120V), 3-PHASE DISTRIBUTION PANEL AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "A" AutoCAD SHX Text: PROPOSED 1.5" EMT CONDUIT W/(2) #3 AWG CU, (1) #8 AWG CU GND AutoCAD SHX Text: 1B AutoCAD SHX Text: EXISTING 225A (208Y/120V), 3-PHASE DISTRIBUTION PANEL AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "B" AutoCAD SHX Text: PROPOSED 1.5" EMT CONDUIT W/(2) #3 AWG CU, (1) #8 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 1.5" EMT CONDUIT W/(2) #3 AWG CU, (1) #8 AWG CU GND AutoCAD SHX Text: 2B AutoCAD SHX Text: 100A, 1-PHASE SAFETY SWITCH DISCONNECT "B" AutoCAD SHX Text: JUNCTION BOX AutoCAD SHX Text: PROPOSED 1.5" EMT CONDUIT W/(2) #3 AWG CU AutoCAD SHX Text: 3 AutoCAD SHX Text: JUNCTION BOX AutoCAD SHX Text: LEVEL 2 DUAL-PORT CHARGER AutoCAD SHX Text: PROPOSED 1.5" EMT & 1.5" LIQUIDTIGHT FLEXIBLE CONDUIT W/ (4) #3 AWG CU, (1) #8 AWG CU GND AutoCAD SHX Text: BRANCH CIRCUIT LENGTHS (EXISTING DISTRIBUTION PANEL TO EVSE) AutoCAD SHX Text: EVSE AutoCAD SHX Text: ESITMATED LENGTH (FT) AutoCAD SHX Text: WIRE SIZE AutoCAD SHX Text: 1 & 2 AutoCAD SHX Text: 28 AutoCAD SHX Text: #3 AutoCAD SHX Text: VOLTAGE DROP TABLE AutoCAD SHX Text: DESCRIPTION AutoCAD SHX Text: LENGTH AutoCAD SHX Text: PERCENT AutoCAD SHX Text: MAXIMUM AC VOLTAGE DROP (208V DISTRIBUTION PANEL TO FARTHEST EV CHARGER) AutoCAD SHX Text: 28' AutoCAD SHX Text: 0.54% AutoCAD SHX Text: EXISTING GROUND AutoCAD SHX Text: N G AutoCAD SHX Text: NOTE: 1. STANDARD RATED SERVICE PANELS, OVERCURRENT PROTECTION DEVICES AND WIRE SIZES BASED ON CEC REQUIREMENTS AT STANDARD RATED SERVICE PANELS, OVERCURRENT PROTECTION DEVICES AND WIRE SIZES BASED ON CEC REQUIREMENTS AT 125% CONTINUOUS LOAD. 2. CONNECT GEC FOR EVSE #1 THROUGH #2. CONNECT GEC FOR EVSE #1 THROUGH #2. 3. FIELD MARKING: SERVICE EQUIPMENT AT OTHER THAN DWELLING UNITS SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE FIELD MARKING: SERVICE EQUIPMENT AT OTHER THAN DWELLING UNITS SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE AVAILABLE FAULT CURRENT. THE FIELD MARKING(S) SHALL INCLUDE THE DATE THE FAULT CURRENT CALCULATION WAS PERFORMED AND BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. THE CALCULATION SHALL BE DOCUMENTED AND MADE AVAILABLE TO THOSE AUTHORIZED TO DESIGN, INSTALL, INSPECT, MAINTAIN, OR OPERATE THE SYSTEM. SEE CEC 408.6 AND CEC 110.21(B)(3). 3. INSTALLATION OF LEVEL 2 CHARGER AND PEDESTAL, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER & INSTALLATION OF LEVEL 2 CHARGER AND PEDESTAL, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER & PEDESTAL TO BE INSTALLED BY OTHERS. 4. SUB-METER NOT REQUIRED.SUB-METER NOT REQUIRED.

AutoCAD SHX Text: FEEDER/BRANCH SECTION AutoCAD SHX Text: MAIN AutoCAD SHX Text: MCB 225A 200A 100% RATED 3P 65KAIC AutoCAD SHX Text: CKT 7,9 AutoCAD SHX Text: CKT 8,10 AutoCAD SHX Text: CKT 11 AutoCAD SHX Text: CKT 12, 14 AutoCAD SHX Text: 20A 1P AutoCAD SHX Text: EXISTING DISTRIBUTION PANEL 225A, 208Y/120V, 3 , 4W AutoCAD SHX Text: PANEL AutoCAD SHX Text: FEEDER/BRANCH SECTION AutoCAD SHX Text: CKT 1,3,5 AutoCAD SHX Text: CKT 2,4,6 AutoCAD SHX Text: 100A 3P AutoCAD SHX Text: TRAILER LEFT SIDE…