DCFC_Plans_Revised.pdf

date designed detailed checked

no. by descriptiondate ckd

8340 JUNIPER CREEK LN

SAN DIEGO, CA 92126

(619) 880-9797 project contract

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RICHARD J. DONOVAN CORRECTIONAL FACILITY

CHARGING STATION

480 ALTA ROAD

SAN DIEGO, CA 92179

SAN DIEGO COUNTY

DGS-RJ DONOVAN CORRECTIONAL FACILITY - BTM.DWG

0 ISSUE FOR PERMITTING

MG

MG

JP

6/19/2024

9/18/2024 JPMG

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

1 ADDRESS CDCR COMMENTS5/21/2024 JPMM

V2

2 ISSUE FOR PERMITTING6/19/2024 JPMM

3 PLAN CHECK COMMENTS8/19/2024 JPPS

COVER SHEET

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PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

JA

SON PAQUETTE

C 79782 Exp. 9/30/24

N

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/12/24

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

24-2842

AutoCAD SHX Text: SEPTEMBER 2024 AutoCAD SHX Text: APN 646-080-16-00 AutoCAD SHX Text: PROJECT DESCRIPTION: INSTALLATION OF 3 DC FAST CHARGERS (2 DUAL-PORTS & 1 SINGLE-PORT), CT CABINET, 800A SUB-METER, AND 600A DISTRIBUTION PANEL. TOTAL EV STALL COUNT: 5 FOR FLEET USE EV CHARGER FOR FLEET USE SHALL NOT BE SUBJECT TO CBC 11B FOR ACCESSIBILITY.

AutoCAD SHX Text: REFERENCES: (SURVEY) SURVEY PREPARED BY C2 GROUP DATED 12/19/2023 AutoCAD SHX Text: BASIS OF BEARING: CALIFORNIA STATE PLANE COORDINATE SYSTEM NAD 83 (2011), ZONE 6, US FOOT, 2010.00 EPOCH AutoCAD SHX Text: NORTHING EASTING COORDINATES: NAD 83, ZONE 6 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 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: JANELLE GOULDING, PROJECT DIRECTOR OFFICE OF SUSTAINABILITY DEPARTMENT OF GENERAL SERVICES DIRECT: (916) 823-7059 JANELLE.GOULDING@DGS.CA.GOV AutoCAD SHX Text: DESIGNER: MANUEL GODINEZ C2 GROUP 8340 JUNIPER CREEK LN SAN DIEGO, CA 92126 MANUELG@C2GROUP.US (760) 604-9484 AutoCAD SHX Text: RICHARD J. DONOVAN CORRECTIONAL FACILITY SAN DIEGO, CALIFORNIA SFM PERMIT #: 24-2842 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 OVERALL SITE PLAN OVERALL SITE PLAN C-5.0 SITE PLAN SITE PLAN C-6.0 DETAILS DETAILS E-1.0 ELECTRICAL PLAN ELECTRICAL PLAN E-2.0 ONE-LINE DIAGRAM ONE-LINE DIAGRAM E-3.0 PANEL SCHEDULE PANEL SCHEDULE E-4.0 GROUNDING DETAILS GROUNDING DETAILS E-5.0 ELECTRICAL DETAILS ELECTRICAL DETAILS E-5.1 ELECTRICAL DETAILS ELECTRICAL DETAILS R-1.0 REFERENCE REFERENCE R-2.0 REFERENCE REFERENCE R-3.0 REFERENCE REFERENCE 1 FIRE SAFETY PLAN FIRE SAFETY PLAN 2 FIRE SAFETY PLAN FIRE SAFETY PLAN AutoCAD SHX Text: PROJECT LOCATION AutoCAD SHX Text: ALTA ROAD AutoCAD SHX Text: MODIFICATION LOCATION 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.

Pamela Smith Stamp 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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RICHARD J. DONOVAN CORRECTIONAL FACILITY

CHARGING STATION

480 ALTA ROAD

SAN DIEGO, CA 92179

SAN DIEGO COUNTY

DGS-RJ DONOVAN CORRECTIONAL FACILITY - BTM.DWG

0 ISSUE FOR PERMITTING

MG

MG

JP

6/19/2024

9/18/2024 JPMG

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

1 ADDRESS CDCR COMMENTS5/21/2024 JPMM

V2

2 ISSUE FOR PERMITTING6/19/2024 JPMM

3 PLAN CHECK COMMENTS8/19/2024 JPPS

NOTES

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D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

JA

SON PAQUETTE

C 79782 Exp. 9/30/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/12/24

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

24-2842

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 CHARGING DIRECT CURRENT FAST CHARGING DG DECOMPOSED GRAVEL DECOMPOSED GRAVEL 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: 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 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 AND DRY-TYPE TRANSFORMERS SHALL BE MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ARC FLASH HAZARDS IN ACCORDANCE WITH NEC 110.16.

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

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RICHARD J. DONOVAN CORRECTIONAL FACILITY

CHARGING STATION

480 ALTA ROAD

SAN DIEGO, CA 92179

SAN DIEGO COUNTY

DGS-RJ DONOVAN CORRECTIONAL FACILITY - BTM.DWG

0 ISSUE FOR PERMITTING

MG

MG

JP

6/19/2024

9/18/2024 JPMG

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

1 ADDRESS CDCR COMMENTS5/21/2024 JPMM

V2

2 ISSUE FOR PERMITTING6/19/2024 JPMM

3 PLAN CHECK COMMENTS8/19/2024 JPPS

GENERAL STRUCTURAL NOTES

C-3.0

LI

C

EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

JA

SON PAQUETTE

C 79782 Exp. 9/30/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/12/24

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

24-2842

AutoCAD SHX Text: DESIGN LOADS: PER 2021 IBC & 2022 CBSC : PER 2021 IBC & 2022 CBSC 1603.1.1 - FLOOR LOADS: KEMPOWER CHARGER .................................................................. 397 LBS (MAX WEIGHT) 397 LBS (MAX WEIGHT) CT CABINET ................................................................................ 10 LBS (MAX WEIGHT) 10 LBS (MAX WEIGHT) 800A SUBMETER ......................................................................... 144 LBS (MAX WEIGHT) 144 LBS (MAX WEIGHT) 600A DISTRIBUTION PANEL ........................................................ 720 LBS (MAX WEIGHT) 720 LBS (MAX WEIGHT) 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 .................................................... 0.67 g S .................................................... 0.67 g 0.67 g SPECTRAL ACCELERATION, S .................................................... 0.254 g 1 .................................................... 0.254 g 0.254 g SITE CLASS ............................................................................... D D SPECTRAL RESPONSE COEFFICIENT, S ........................................ 0.565 g DS ........................................ 0.565 g 0.565 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: CONTRACTOR WILL ENGAGE A QUALIFIED SPECIAL INSPECTOR TESTING AGENCY. TESTING SPECIAL INSPECTIONS: CONTRACTOR 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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RICHARD J. DONOVAN CORRECTIONAL FACILITY

CHARGING STATION

480 ALTA ROAD

SAN DIEGO, CA 92179

SAN DIEGO COUNTY

DGS-RJ DONOVAN CORRECTIONAL FACILITY - BTM.DWG

0 ISSUE FOR PERMITTING

MG

MG

JP

6/19/2024

9/18/2024 JPMG

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

1 ADDRESS CDCR COMMENTS5/21/2024 JPMM

V2

2 ISSUE FOR PERMITTING6/19/2024 JPMM

3 PLAN CHECK COMMENTS8/19/2024 JPPS

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. 9/30/24

1"=30'

15 603000

N

X

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/12/24

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

24-2842

AutoCAD SHX Text: EXISTING PAD MOUNT TRANSFORMER AutoCAD SHX Text: INSTALL 600A MAIN BREAKER IN EXISTING 1200A (480Y/277V), 3-PHASE SWITCHBOARD AutoCAD SHX Text: PROPOSED CT CABINET, 800A 3-PHASE SUBMETER, & 600A 3-PHASE DISTRIBUTION PANEL ON H-FRAME AutoCAD SHX Text: 1 AutoCAD SHX Text: E-5.1 AutoCAD SHX Text: PROPOSED PULL BOX AutoCAD SHX Text: 2 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: PROPOSED DCFC DUAL-PORT CHARGER (KEMPOWER) QTY 2 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-1.0 AutoCAD SHX Text: EXISTING SEWER MANHOLE AutoCAD SHX Text: PROPOSED DCFC SINGLE-PORT CHARGER (KEMPOWER) QTY 1 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-1.0 AutoCAD SHX Text: LEGEND:

AutoCAD SHX Text: EXISTING PAD MOUNT TRANSFORMER AutoCAD SHX Text: EXISTING BUILDING FOOTPRINT AutoCAD SHX Text: EXISTING PARKING STALL STRIPING AutoCAD SHX Text: PROPOSED KEMPOWER DCFC [DUAL-PORT PEDESTAL] AutoCAD SHX Text: PROPOSED BOLLARD AutoCAD SHX Text: PROPOSED TRENCH CONDUIT AutoCAD SHX Text: INDICATED EVSE NUMBER AutoCAD SHX Text: # AutoCAD SHX Text: PROPOSED CONCRETE FOOTING AutoCAD SHX Text: EXISTING CURB & GUTTER AutoCAD SHX Text: PROPOSED PULL BOX AutoCAD SHX Text: PROPOSED KEMPOWER DCFC [SINGLE-PORT PEDESTAL] AutoCAD SHX Text: EXISTING SWITCHBOARD AutoCAD SHX Text: EXISTING CHAIN LINK FENCE AutoCAD SHX Text: NOTES: 1. INSTALLATION OF ALL KEMPOWER DCFC CHARGERS, EVSE INFORMATION INSTALLATION OF ALL KEMPOWER DCFC CHARGERS, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER TO BE INSTALLED BY OTHERS. NONSTRUCTURAL PROVISIONS-BUILDING ANALYSIS: 1. OCCUPANCY GROUPS AND VARIED USES: BUSINESS GROUP B OCCUPANCY GROUPS AND VARIED USES: BUSINESS GROUP B 2. BUILDING CONSTRUCTION TYPE: TYPE V BUILDING CONSTRUCTION TYPE: TYPE V 3. NUMBER OF STORIES: 1 NUMBER OF STORIES: 1 4. BUILDING AREA IN SQUARE FEET: 4562 SF BUILDING AREA IN SQUARE FEET: 4562 SF 5. AREA OF THE PROJECT IN SQUARE FEET: 3100 SF AREA OF THE PROJECT IN SQUARE FEET: 3100 SF 6. SEPARATED, NON-SEPARATED, ACCESSORY USE: SEPARATED SEPARATED, NON-SEPARATED, ACCESSORY USE: SEPARATED 7. ALLOWABLE AREA- 0 SF ALLOWABLE AREA- 0 SF 8. AREA INCREASE-O SF AREA INCREASE-O SF 9. HEIGHT INCREASE-0 FT HEIGHT INCREASE-0 FT 10. FIRE SPRINKLERS (TYPE, FULL, PARTIAL): NONE FIRE SPRINKLERS (TYPE, FULL, PARTIAL): NONE 11. FIRE ALARM (TYPE): N/A (OUTSIDE) FIRE ALARM (TYPE): N/A (OUTSIDE) 12. OTHER FIRE PROTECTION SYSTEM: FIRE ALARM AND DETECTION SYSTEMS OTHER FIRE PROTECTION SYSTEM: FIRE ALARM AND DETECTION SYSTEMS 13. SMOKE CONTROL SYSTEM: YES SMOKE CONTROL SYSTEM: YES 14. YEAR BUILDING WAS CONSTRUCTED: 1987 YEAR BUILDING WAS CONSTRUCTED: 1987 15. HIGH FIRE HAZARD SEVERITY ZONE: NO HIGH FIRE HAZARD SEVERITY ZONE: NO 16. SEISMIC JOINTS AND LOCATIONS: NO SEISMIC JOINTS AND LOCATIONS: NO 17. EMERGENCY RESPONDER RADIO COVERAGE: YES EMERGENCY RESPONDER RADIO COVERAGE: YES 18. ORIGINAL BUILDING CODE: 1985 ORIGINAL BUILDING CODE: 1985 19. PARKING SITE: FLEET PARKINGPARKING SITE: FLEET PARKING AutoCAD SHX Text: SEE DETAIL 'A' ON SHEET C-5.0 & E-1.0 AutoCAD SHX Text: SEE DETAIL 'B' ON SHEET C-5.0 & E-1.0 AutoCAD SHX Text: EXISTING SEWER MANHOLE AutoCAD SHX Text: PROPOSED PARKING STALL STRIPING AutoCAD SHX Text: PROPOSED UNDERGROUND CONDUIT

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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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RICHARD J. DONOVAN CORRECTIONAL FACILITY

CHARGING STATION

480 ALTA ROAD

SAN DIEGO, CA 92179

SAN DIEGO COUNTY

DGS-RJ DONOVAN CORRECTIONAL FACILITY - BTM.DWG

0 ISSUE FOR PERMITTING

MG

MG

JP

12/11/2024

12/12/2024 JPMG

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

1 ADDRESS CDCR COMMENTS5/21/2024 JPMM

V3

2 ISSUE FOR PERMITTING6/19/2024 JPMM

3 PLAN CHECK COMMENTS8/19/2024 JPPS

4 ELECTRICAL WIRE, BREAKER CHANGE12/11/2024 JPPS

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OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/12/24

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

24-2842

AutoCAD SHX Text: CONSTRUCTION NOTES: : REMOVE AND REPLACE EXISTING DECOMPOSED GRANITE & SOIL WHERE TRENCHING IS REQUIRED FOR THE INSTALLATION OF CONDUIT PER DETAILS ON SHEET E-1.0. SEE DETAILS ON SHEET C-6.0 FOR TRENCH SECTION. REMOVE AND REPLACE EXISTING CONCRETE PAVEMENT WHERE TRENCHING IS REQUIRED FOR THE INSTALLATION OF CONDUIT PER DETAILS ON SHEET E-1.0. SEE DETAILS ON SHEET C-6.0 FOR TRENCH SECTION. REMOVE AND REPLACE EXISTING AC PAVEMENT WHERE TRENCHING IS REQUIRED FOR THE INSTALLATION OF CONDUIT PER DETAILS ON SHEET E-1.0. SEE DETAILS ON SHEET C-6.0 FOR TRENCH SECTION. REMOVE EXISTING DECOMPOSED GRANITE & SOIL FOR THE INSTALLATION OF CT CABINET, SUBMETER, & DISTRIBUTION PANEL ON H-FRAME. DETAILS SHOWN ON SHEET E-5.1. REMOVE EXISTING DECOMPOSED GRANITE & SOIL FOR THE INSTALLATION OF UNDERGROUND PULL BOX. SEE DETAIL 2 ON SHEET E-5.0. REMOVE EXISTING DECOMPOSED GRANITE & SOIL FOR THE INSTALLATION OF DCFC (KEMPOWER PEDESTAL) AND CONCRETE BASE. SEE DETAIL 1 ON SHEET E-5.0. REMOVE EXISTING AC PAVEMENT FOR THE INSTALLATION OF BOLLARD. SEE DETAIL DETAIL 1 ON SHEET C-6.0.

AutoCAD SHX Text: 1A AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 1B AutoCAD SHX Text: 1C AutoCAD SHX Text: EXISTING SEWER MANHOLE AutoCAD SHX Text: INSTALL 600A BREAKER IN EXISTING 1200A (480Y/277V) 3-PHASE SWITCHBOARD AutoCAD SHX Text: EXISTING CONCRETE CURB AutoCAD SHX Text: 1 AutoCAD SHX Text: EXISTING CONCRETE CURB AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: PROPOSED DCFC DUAL-PORT CHARGER (KEMPOWER) QTY 2 AutoCAD SHX Text: 1 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-1.0 AutoCAD SHX Text: PROPOSED BOLLARD QTY. 6 AutoCAD SHX Text: PROPOSED DCFC SINGLE-PORT CHARGER (KEMPOWER) QTY 1 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-1.0 AutoCAD SHX Text: PROPOSED H-FRAME AutoCAD SHX Text: PROPOSED 600A (480Y/277V) 3-PHASE DISTRIBUTION PANEL (TYPE P1) AutoCAD SHX Text: PROPOSED 800A (480Y/277V) 3-PHASE SUBMETER AutoCAD SHX Text: 1 AutoCAD SHX Text: E-5.1 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-2.0 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-3.0 AutoCAD SHX Text: PROPOSED CT CABINET AutoCAD SHX Text: 1 AutoCAD SHX Text: R-4.0 AutoCAD SHX Text: PROPOSED EVCS FLEET SIGN QTY 5 AutoCAD SHX Text: 1 AutoCAD SHX Text: - AutoCAD SHX Text: NOTES: 1. INSTALLATION OF ALL KEMPOWER DCFC CHARGERS, EVSE INFORMATION IS INSTALLATION OF ALL KEMPOWER DCFC CHARGERS, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER TO BE INSTALLED BY OTHERS. 2. SEE SHEET C-4.0 FOR LEGEND.SEE SHEET C-4.0 FOR LEGEND.

AutoCAD SHX Text: DETAIL 'A' AutoCAD SHX Text: DETAIL 'B' 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: 1 AutoCAD SHX Text: - AutoCAD SHX Text: SEE RIGHT OF SHEET AutoCAD SHX Text: SEE LEFT OF SHEET 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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RICHARD J. DONOVAN CORRECTIONAL FACILITY

CHARGING STATION

480 ALTA ROAD

SAN DIEGO, CA 92179

SAN DIEGO COUNTY

DGS-RJ DONOVAN CORRECTIONAL FACILITY - BTM.DWG

0 ISSUE FOR PERMITTING

MG

MG

JP

6/19/2024

9/18/2024 JPMG

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

1 ADDRESS CDCR COMMENTS5/21/2024 JPMM

V2

2 ISSUE FOR PERMITTING6/19/2024 JPMM

3 PLAN CHECK COMMENTS8/19/2024 JPPS

DETAILS

C-6.0

LI

C

EN

SE

D PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

JA

SON PAQUETTE

C 79782 Exp. 9/30/24

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/12/24

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

24-2842

AutoCAD SHX Text: EV CHARGER BOLLARD DETAIL NOT TO SCALE AutoCAD SHX Text: 1 AutoCAD SHX Text: - AutoCAD SHX Text: CONCRETE TRENCH DETAIL NOT TO SCALE AutoCAD SHX Text: 1. ASPHALT AND BASE MATERIAL SHALL COMPLY WITH CALTRANS OR LOCAL JURISDICTIONS SPEC. FOR HMA SURFACE COURSE ASPHALT AND BASE MATERIAL SHALL COMPLY WITH CALTRANS OR LOCAL JURISDICTIONS 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 THE SAFETY OF THE 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 SUBCONTRACTOR TO PRE 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 JURISDICTION REQUIREMENTS, 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 E-1.0, EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1.0, EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR 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 THICKNESS. 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 SPECIFIED. 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 IS NO EVIDENCE OF 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 DIMENSION AND SHALL SHADE MATERIAL SHALL NOT CONTAIN ROCKS LARGER THAN 1-1/2 INCHES IN THEIR GREATEST DIMENSION AND SHALL CONFORM TO SDGE SERVICE REQUIREMENTS. 12. ALL UTILITY CROSSINGS SHALL PROVIDE A MINIMUM OF 12 INCHES CLEAR VERTICAL SEPARATION FROM THE SDGE ELECTRIC ALL UTILITY CROSSINGS SHALL PROVIDE A MINIMUM OF 12 INCHES CLEAR VERTICAL SEPARATION FROM THE SDGE ELECTRIC FACILITIES. 13. APPLY SLURRY COAT IN A UNIFORM THICKNESS IN ACCORDANCE WITH ASTM D3910 AND ALLOW TO CURE FOR A MIN. OF 5 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: SAW CUT EXISTING CONCRETE PAD AutoCAD SHX Text: EXISTING CONCRETE PAD AutoCAD SHX Text: CAUTION TAPE @ 1/2 DEPTH AutoCAD SHX Text: CONCRETE MATCH EXISTING AutoCAD SHX Text: CONCRETE PAD AutoCAD SHX Text: MATERIAL NOT TO CONTAIN ROCKS LARGER THAN 3" DIAMETER WITHIN THE FIRST 6" OF BACKFILL PLACED AutoCAD SHX Text: TRENCH BEDDING AutoCAD SHX Text: 1. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR COVERED W/ TRAFFIC RATED TRENCH ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR COVERED W/ TRAFFIC RATED TRENCH PLATED TO ENSURE THE SAFETY OF THE GENERAL PUBLIC. 2. ANY LANDSCAPE DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR ANY LANDSCAPE DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. 3. TOTAL CONDUIT COVER IS REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER LOCAL JURISDICTION 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". 4. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1.0, EXACT CONDUIT PLACEMENT IN EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1.0, EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. 5. 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. 6. COMPACTION SHALL BE BY MECHANICAL VIBRATORY PLATE COMPACTORS UNLESS OTHERWISE SPECIFIED. COMPACTION SHALL BE BY MECHANICAL VIBRATORY PLATE COMPACTORS UNLESS OTHERWISE SPECIFIED. 7. COMPACT TO THE SAME DENSITY AS THE UNDISTURBED SOIL. COMPACT EACH LAYER UNTIL THERE IS NO COMPACT TO THE SAME DENSITY AS THE UNDISTURBED SOIL. COMPACT EACH LAYER UNTIL THERE IS NO EVIDENCE OF CONSOLIDATION. 8. 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. 9. CONTROLLED LOW STRENGTH MATERIAL (CLSM) MAY BE USED IN PLACE OF GRANULAR BACKFILL. CLSM CONTROLLED LOW STRENGTH MATERIAL (CLSM) MAY BE USED IN PLACE OF GRANULAR BACKFILL. CLSM SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. 10. SHADE MATERIAL SHALL NOT CONTAIN ROCKS LARGER THAN 1-1/2 INCHES IN THEIR GREATEST DIMENSION. SHADE MATERIAL SHALL NOT CONTAIN ROCKS LARGER THAN 1-1/2 INCHES IN THEIR GREATEST DIMENSION. 11. ALL UTILITY CROSSINGS SHALL PROVIDE A MINIMUM OF 12 INCHES CLEAR VERTICAL SEPARATION FROM THE ALL UTILITY CROSSINGS SHALL PROVIDE A MINIMUM OF 12 INCHES CLEAR VERTICAL SEPARATION FROM THE SDGE ELECTRIC FACILITIES. 12. APPLY SLURRY COAT IN A UNIFORM THICKNESS IN ACCORDANCE WITH ASTM D3910 AND ALLOW TO CURE 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. 13. 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: SOIL TRENCH DETAIL NOT TO SCALE AutoCAD SHX Text: NOTES:

AutoCAD SHX Text: CAUTION TAPE @ 1/2 DEPTH AutoCAD SHX Text: EXISTING GRADE AutoCAD SHX Text: MATERIAL NOT TO CONTAIN ROCKS LARGER THAN 3" DIAMETER WITHIN THE FIRST 6" OF BACKFILL PLACED AutoCAD SHX Text: TRENCH BEDDING 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.

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date designed 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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RICHARD J. DONOVAN CORRECTIONAL FACILITY

CHARGING STATION

480 ALTA ROAD

SAN DIEGO, CA 92179

SAN DIEGO COUNTY

DGS-RJ DONOVAN CORRECTIONAL FACILITY - BTM.DWG

0 ISSUE FOR PERMITTING

MG

MG

JP

12/11/2024

12/12/2024 JPMG

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

1 ADDRESS CDCR COMMENTS5/21/2024 JPMM

V3

2 ISSUE FOR PERMITTING6/19/2024 JPMM

3 PLAN CHECK COMMENTS8/19/2024 JPPS

4 ELECTRICAL WIRE, BREAKER CHANGE12/11/2024 JPPS

ELECTRICAL PLAN

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STATE OF CALIFO

RNIA

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A RMIENTO PER

EZE 22680

Exp. 03/31/25

NN

1"=10'

5 2010 00 10

1"=5'

2.5 00 5 105

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/12/24

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

24-2842

AutoCAD SHX Text: SERVICE ELECTRICAL CIRCUIT SCHEDULE (PANEL EV-1) AutoCAD SHX Text: NO.

AutoCAD SHX Text: FROM AutoCAD SHX Text: TO AutoCAD SHX Text: CONFIGURATION AutoCAD SHX Text: 1 AutoCAD SHX Text: EXISTING 1200A (480Y/277V), 3 , ,SWITCHBOARD AutoCAD SHX Text: CT CABINET AutoCAD SHX Text: (2) 3" PVC CONDUIT W/(4) 250 MCM CU, (1) #2 AWG CU GND EACH CONDUIT AutoCAD SHX Text: 2 AutoCAD SHX Text: CT CABINET AutoCAD SHX Text: 800A (480Y/277V), 3 , ,4W, SUB-METER SUB-METER AutoCAD SHX Text: (2) 3" RMC CONDUIT W/(4) 250 MCM CU, (1) #2 AWG CU GND EACH CONDUIT AutoCAD SHX Text: 3 AutoCAD SHX Text: CT CABINET AutoCAD SHX Text: 600A (480Y/277V), 3 DISTRIBUTION PANEL AutoCAD SHX Text: (2) 3" RMC CONDUIT W/(4) 250 MCM CU, (1) #2 AWG CU GND EACH CONDUIT AutoCAD SHX Text: 4 AutoCAD SHX Text: 600A (480Y/277V), 3 DISTRIBUTION PANEL AutoCAD SHX Text: PULL BOX AutoCAD SHX Text: (1) 2" PVC CONDUIT W/(6) #1 AWG CU & (2) #6 AWG GND EACH CONDUIT AutoCAD SHX Text: 5 AutoCAD SHX Text: PULL BOX AutoCAD SHX Text: KEMPOWER DCFC DUAL-PORT PEDESTAL AutoCAD SHX Text: (1) 2" PVC CONDUIT W/(6) #1 AWG CU & (2) #6 AWG GND EACH CONDUIT AutoCAD SHX Text: 6 AutoCAD SHX Text: 600A (480Y/277V), 3 DISTRIBUTION PANEL AutoCAD SHX Text: PULL BOX AutoCAD SHX Text: (1) 2" PVC CONDUIT W/(3) #1 AWG CU & (1) #6 AWG GND AutoCAD SHX Text: 7 AutoCAD SHX Text: PULL BOX AutoCAD SHX Text: KEMPOWER DCFC SINGLE-PORT PEDESTAL AutoCAD SHX Text: (1) 2" PVC CONDUIT W/(3) #1 AWG CU & (1) #6 AWG GND AutoCAD SHX Text: BRANCH CIRCUIT LENGTHS (PANEL EV-1) AutoCAD SHX Text: EVSE AutoCAD SHX Text: ESITMATED LENGTH (FT) AutoCAD SHX Text: WIRE SIZE AutoCAD SHX Text: 1 AutoCAD SHX Text: 24 AutoCAD SHX Text: #1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 24 AutoCAD SHX Text: #1 AutoCAD SHX Text: 3 AutoCAD SHX Text: 42 AutoCAD SHX Text: #1 AutoCAD SHX Text: 4 AutoCAD SHX Text: 42 AutoCAD SHX Text: #1 AutoCAD SHX Text: 5 AutoCAD SHX Text: 55 AutoCAD SHX Text: #1 AutoCAD SHX Text: EXISTING SEWER MANHOLE AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: INSTALL 600A BREAKER IN EXISTING 1200A (480Y/277V) 3-PHASE SWITCHBOARD AutoCAD SHX Text: EXISTING CONCRETE CURB AutoCAD SHX Text: 1 AutoCAD SHX Text: EXISTING CONCRETE CURB AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: (2) CONDUIT AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: PROPOSED DCFC DUAL-PORT CHARGER (KEMPOWER) QTY 2 AutoCAD SHX Text: 1 AutoCAD SHX Text: C-6.0 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-1.0 AutoCAD SHX Text: PROPOSED BOLLARD QTY. 6 AutoCAD SHX Text: PROPOSED DCFC SINGLE-PORT CHARGER (KEMPOWER) QTY 1 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-1.0 AutoCAD SHX Text: PROPOSED H-FRAME AutoCAD SHX Text: PROPOSED 600A (480Y/277V) 3-PHASE DISTRIBUTION PANEL (TYPE P1) AutoCAD SHX Text: PROPOSED 800A (480Y/277V) 3-PHASE SUBMETER AutoCAD SHX Text: 1 AutoCAD SHX Text: E-5.1 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-2.0 AutoCAD SHX Text: 1 AutoCAD SHX Text: R-3.0 AutoCAD SHX Text: PROPOSED CT CABINET AutoCAD SHX Text: 1 AutoCAD SHX Text: R-4.0 AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: (1) CONDUIT AutoCAD SHX Text: DETAIL 'A' AutoCAD SHX Text: DETAIL 'B' AutoCAD SHX Text: NOTES: 1. INSTALLATION OF ALL KEMPOWER DCFC CHARGERS, EVSE INFORMATION IS INSTALLATION OF ALL KEMPOWER DCFC CHARGERS, EVSE INFORMATION IS PROVIDED FOR REFERENCE ONLY. CHARGER TO BE INSTALLED BY OTHERS. 2. SEE SHEET C-4.0 FOR LEGEND.SEE SHEET C-4.0 FOR LEGEND.

AutoCAD SHX Text: SEE RIGHT OF SHEET AutoCAD SHX Text: SEE LEFT OF SHEET 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

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D

E

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sheets

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:2 :4

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RICHARD J. DONOVAN CORRECTIONAL FACILITY

CHARGING STATION

480 ALTA ROAD

SAN DIEGO, CA 92179

SAN DIEGO COUNTY

DGS-RJ DONOVAN CORRECTIONAL FACILITY - BTM.DWG

0 ISSUE FOR PERMITTING

MG

MG

JP

12/11/2024

12/12/2024 JPMG

CALIFORNIA DEPARTMENT

OF

CORRECTIONS AND REHABILITATION

1 ADDRESS CDCR COMMENTS5/21/2024 JPMM

V3

2 ISSUE FOR PERMITTING6/19/2024 JPMM

3 PLAN CHECK COMMENTS8/19/2024 JPPS

4 ELECTRICAL WIRE, BREAKER CHANGE12/11/2024 JPPS

ONE-LINE DIAGRAM

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A RMIENTO PER

EZE 22680

Exp. 03/31/25

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/12/24

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

24-2842

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 (480V DISTRIBUTION PANEL TO FARTHEST EV CHARGER) AutoCAD SHX Text: 55' AutoCAD SHX Text: 0.27% AutoCAD SHX Text: AVERAGE AC VOLTAGE DROP AutoCAD SHX Text: - AutoCAD SHX Text: 0.16% AutoCAD SHX Text: SERVICE ELECTRICAL CIRCUIT SCHEDULE (PANEL EV-1) AutoCAD SHX Text: NO.

AutoCAD SHX Text: FROM AutoCAD SHX Text: TO AutoCAD SHX Text: CONFIGURATION AutoCAD SHX Text: 1 AutoCAD SHX Text: EXISTING 1200A (480Y/277V), 3 , ,SWITCHBOARD AutoCAD SHX Text: CT CABINET AutoCAD SHX Text: (2) 3" PVC CONDUIT W/(4) 250 MCM CU, (1) #2 AWG CU GND EACH CONDUIT AutoCAD SHX Text:…