11436_-_Madera_Plans.pdf

PROJECT

LOCATION

FLUME ST

E CENTRAL AVE

N L

AK

E

ST

E 5TH ST

E YOSEMITE AVE

E Y

OSEMITE A

VE

MARCE ST

E 6TH ST

E 6T

H S T

E 5TH ST

E 4TH ST N LAKE ST

N LAKE ST

S A ST

S A ST

S B ST

S B ST

S C ST

S C ST

S D ST

VINEYARD AVE

CLINTON ST

CLIN

TON S

T

CROSS S

T

W

ASHIN

GTO

N A

VE

MAGNOLIA ST

FIG ST

LILLY ST

MALONE ST

ROSE ST

Date Signed:

05-02-2023 SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

05-02-2023 10

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CMD MADERA

CALIFORNIA MILITARY DEPARTMENT

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Date Signed:

05-02-2023

701 E YOSEMITE AVE., MADERA, CA 93638 PROJECT #: 000000000010897

V1

TITLE SHEET

T1.0

SHEET INDEX

SHEET NO. TITLE

T1.0 TITLE SHEET

C1.0 OVERALL SITE MAP

C2.0 TOPOGRAPHIC SURVEY & DEMOLITION PLAN

C3.0 SITE & GRADING PLAN

C4.0 DETAILS

E1.0 ELECTRICAL CONDUIT PLAN

E2.0 CONDUIT SECTIONS & DETAILS

E3.0 ELECTRICAL SCHEDULE & CIRCUITS

R1.0 REFERENCE DRAWINGS

R2.0 TITLE 24 DOCUMENTS

TOTAL NUMBER OF SHEETS = 10

LOCATION MAP

NOT TO SCALE

ANCHORAGE NOTES:

1. ANCHOR SYSTEMS:

A. EPOXY ANCHORS: COMPLYING WITH ICC ESR-2508, OR ICC ESR-3187, OR ICC ESR-3298.

B. MECHANICAL ANCHORS: COMPLYING WITH ICC ESR-4266, OR ICC ESR-2502

2. INSTALLATION: SEE MANUFACTURER'S WRITTEN INSTRUCTIONS AND REFERENCED ICC ES

REPORT.

A. MATERIALS NOT TO BE PENETRATED BY FASTENERS OR ANCHORS: POST-TENSIONED

CONCRETE AND PRECAST CONCRETE, PRESTRESSED CONCRETE UNLESS SPECIFICALLY

DETAILED HEREIN OR AS ACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER).

WHEN INSTALLATION IS PERMITTED, LOCATE PRESTRESSING AND POST-TENSIONED

TENDONS ACCURATELY PRIOR TO INSTALLATION.

B. DRILLING HOLES IN EXISTING CONCRETE FOR ANCHORS: USE NON-PNEUMATIC, ROTARY

HAMMER TOOLS WITH ANSI COMPLIANT NON-REBAR CUTTING DRILL BITS TO DRILL HOLES

TO PROPER TOLERANCE. LOCATE EXISTING REBAR INCLUDING PRESTRESSING AND

POST-TENSIONING TENDONS USING NON-HAZARDOUS, NON-DESTRUCTIVE METHODS

WITH ACCURATE LOCATION TOLERANCES (PLUS OR MINUS ONE INCH PRIOR TO DRILLING

HOLES TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING OR

PRESTRESSING/POST-TENSIONING TENDONS. HOLES SHALL BE THOROUGHLY CLEANED

PER THE MANUFACTURERS WRITTEN RECOMMENDATIONS PRIOR TO INSTALLATION OF

ANCHORS.

C. DELETERIOUS MATERIALS: KEEP ANCHORS, INCLUDING HOLES FOR DRILL AND EPOXY

ANCHORS AND MECHANICAL ANCHORS FREE OF DUST, GREASE, AND OTHER MATERIALS

THAT IMPAIR CHEMICAL AND MECHANICAL BOND.

3. TESTING FOR EXPANSION ANCHORS:

A. SPECIAL INSPECTION: SPECIAL INSPECTOR WILL PERFORM CONTINUOUS SPECIAL

INSPECTION DURING INSTALLATION.

B. TEST QUANTITY: INSPECTOR SHALL TEST 50% OF ANCHORS USED FOR

EQUIPMENT/NON-STRUCTURAL COMPONENT ANCHORAGE.

C. TEST LOADS FOR:

A. 3/8"Ø (ICC ESR-4266) OR (ICC ESR-2502)

· TORQUE TEST FOR 3/8" EXPANSION ANCHOR: 25 FT-LBS

B. 1/2"Ø (ICC ESR-4266) OR (ICC ESR-2502)

· TORQUE TEST FOR 1/2" EXPANSION ANCHOR: 40 FT-LBS

C. 5/8"Ø (ICC ESR-4266) OR (ICC ESR-2502)

· TORQUE TEST FOR 5/8" EXPANSION ANCHOR: 60 FT-LBS

D. HIGH-STRENGTH EPOXY ADHESIVE COMPLYING WITH ICC ESR-2508, ICC ESR-3298 OR

ICC ESR-3187

D. TESTING METHOD:

A. HYDRAULIC RAM METHOD: THE ANCHORS SHALL BE TESTED BY DIRECT PULL WITH A

HYDRAULIC JACK. DURING THE TEST, THE ANCHORS SHALL HAVE NO OBSERVABLE

MOVEMENT.

B. TORQUE WRENCH METHOD: THE ANCHORS SHALL BE TESTED BY THE USE OF A

CALIBRATED WRENCH. THE APPLICABLE TEST LOAD SHALL BE REACHED WITHIN

ONE-HALF TURN OF THE NUT.

E. FAILED ANCHORS: IF ANY ANCHOR(S) FAIL IN TESTING, TESTING OF REMAINING ANCHORS

OF THE SAME SIZE AND CATEGORY NOT PREVIOUSLY TESTED SHALL BE COMPLETED.

4. POST-INSTALLED ANCHORAGE: CONTRACTOR SHALL INSTALL ANCHORAGE AT ALL LOCATIONS

ILLUSTRATED IN THE CONSTRUCTION DOCUMENTS. POST-INSTALLED ANCHORS SHALL

CONFORM TO CBC REQUIREMENTS, AND BE INSPECTED BY A SPECIAL INSPECTOR.

CONCRETE NOTES:

1. CONCRETE COMPRESSIVE STRENGTH: ALL CONCRETE SHALL ATTAIN A MINIMUM

COMPRESSIVE STRENGTH AS SHOWN IN THE CONCRETE STRENGTH TABLE BELOW AT 28

DAYS, U.N.O. ON PLANS. SEE ALSO SULFATE CONTENT NOTES

2. AGGREGATES IN CONCRETE: SHALL BE NATURAL SAND AND ROCK (150 LB/CU. FT)

CONFORMING TO ASTM C33. AGGREGATE SHALL HAVE PROVEN SHRINKAGE

CHARACTERISTICS OF LESS THAN 0.04% PER ASTM C157. DO NOT CHANGE SOURCE OF

AGGREGATE DURING COURSE OF WORK WITHOUT WRITTEN CONSENT OF ENGINEER.

3. CEMENT: SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150. CEMENT SHALL BE

TYPE II OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS. REFER TO TABLE 4 OF ASTM

C150 FOR CONCRETE CEMENT REQUIREMENTS ON SOIL CONTAINING SULFATE. REFER TO

THE CONCRETE STRENGTH TABLE FOR MAXIMUM WATER TO CEMENT RATIO. USE A MINIMUM

OF (6) SACK OF CEMENT FOR EACH CUBIC YARD OF CONCRETE.

CONCRETE STRENGTH

CONDITION

MIN 28-DAY

COMPRESSIVE

STRENGTH,

F'C

CONCRETE

TYPE*

MAXIMUM

AGGREGATE

SIZE

WATER TO

CEMENT

RATIO

MAX

SLUMP**

SLAB ON

GRADE/

CONC PADS

4,000 PSI

NORMAL-WEIGHT

CONCRETE

(NWC)

3/4" 0.50 4"

* MAXIMUM DRY WEIGHT OF LIGHTWEIGHT CONCRETE SHALL BE 115 PCF.

** SLUMP SHALL BE MEASURED PRIOR TO THE ADDITION OF SUPERPLASTICIZER (IF USED.)

REBAR CLEAR COVER IN CONCRETE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN

REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHER

WISE:

REBAR CLEAR COVER FOR CAST-IN-PLACE CONCRETE

CONDITION COVER

SLAB ON GRADE CENTER OF SLAB OR 2" MIN

4. VIBRATION: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH GENERAL

PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATION ST26.

5. CURING: CONCRETE SHALL BE MAINTAINED AT IN A MOIST CONDITION FOR A MINIMUM OF

FIVE DAYS AFTER IS PLACEMENT. FOR CONCRETE OTHER THAN SLAB ON GRADE, APPROVED

CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. ONLY IF APPROVED BY THE

ENGINEER OR ARCHITECT.

6. INSPECTIONS, TESTING & QUALITY ASSURANCE: REFER TO SHEET SN1 FOR DEPUTY SPECIAL

INSPECTION, TESTING & STRUCTURAL OBSERVATION REQUIREMENT. A MINIMUM OF ONE

COMPRESSION TEST AT 7 DAYS AND 2 TESTS AT 28 DAYS FOR ALL CONCRETE SAMPLES.

TAKE TEST AT A FREQUENCY OF ONCE EVERY 150 CU. YDS OR 5,000 SQ. FT MINIMUM.

7. DOWELS, INSERTS: SHALL BE TIED IN PLACE PRIOR TO POURING CONCRETE.

8. ANCHOR BOLTS: SHALL BE WEDGE ANCHORS.

9. CONSTRUCTION AND POUR JOINTS: LOCATIONS SHALL BE APPROVED BY ENGINEER PRIOR

TO POURING CONCRETE.

10. FORMWORK: FORMWORK TOLERANCE SHALL BE IN ACCORDANCE WITH THE C.B.C. AND A.C.I

STANDARDS.

11. PIPES IN CONCRETE: PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT

SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR

WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS

SPECIFICALLY DETAILED.

12. EXPOSED CORNERS: PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS.

13. DRYPACK OR GROUT: SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AND BE

COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND.

14. FLY ASH: NOT PERMITTED.

DESIGN INFORMATION & PARAMETERS:

1. BASIC WIND SPEED (100 MPH) AND WIND EXPOSURE CATEGORY C.

2. LATITUDE = 36.966722N, LONGITUDE = -120.053269W

3. S1 = 0.23G, SD1 = 0.42G, SS = 0.7G, SDS = 0.66G (SITE CLASS D ASSUMED)

NOTE:

1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO BE PERFORMED IN ACCORDANCE

WITH THE APPLICABLE CODES, STANDARDS, AND ORDINANCE AS SET FORTH BY THE

AUTHORITIES HAVING JURISDICTION (AHJ) AND THEIR LATEST ADOPTED EDITIONS (IN

EFFECT AT THE TIME OF THE BUILDING PERMIT APPLICATION) OF THE FOLLOWING

PUBLICATIONS:

- CALIFORNIA CODE OF REGULATIONS TITLE 24:

· 2022 CALIFORNIA ELECTRICAL CODE (CEC)

· 2022 CALIFORNIA FIRE CODE (CFC)

· 2022 CALIFORNIA BUILDING CODE (CBC)

· 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)

· 2022 CALIFORNIA REFERENCED STANDARDS CODE (CRSC)

· 2020 NATIONAL ELECTRICAL CODE (NEC)

· 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

· AMERICANS WITH DISABILITIES ACT (ADA)

· TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

· APPLICABLE YEARS OF NFPA ETC. WITH CALIFORNIA AND OTHER LOCAL

AMENDMENTS AS APPLICABLE

2. PRIOR TO MAKING REVISIONS TO THE EXISTING PHASE SERVICE, VERIFY EXISTING

SEQUENCE OF THE CIRCUITS AND MAKE CERTAIN THAT EVERY ITEM IS THOROUGHLY

PREPARED. PRIOR TO SCHEDULED OUTAGES MAKE CERTAIN THAT EVERY ITEM IS

THOROUGHLY PREPARED, THAT ALL REQUIRED MATERIALS ARE ON-SITE 7 DAYS PRIOR

TO THE SCHEDULED OUTAGE, THAT SPARE MATERIALS ARE AVAILABLE IN THE EVENT

OF DAMAGE OR DEFECTS, AND THAT THE REQUIRED PERSONNEL ARE AVAILABLE TO

COMPLETE THE WORK DURING THE SCHEDULED OUTAGE. DO THE ACTUAL WORK AT AN

OFF-PEAK TIME, OR OVERTIME, AS ARRANGED WITH THE STATE'S PROJECT DIRECTOR

OR AS HEREINAFTER SPECIFIED. ONCE THE WORK IS STARTED, VIGOROUSLY

PROSECUTE IT TO COMPLETION TO KEEP DOWNTIME TO A MINIMUM. ENSURE THAT

EXISTING ELECTRICAL PHASE SEQUENCE (ELECTRICAL PHASE ROTATION) OF THE

SYSTEM IS MAINTAINED. BE PREPARED TO TEMPORARILY SERVE THE EXISTING SERVICE

OR DISCONTINUE THE NECESSARY REVISIONS IN THE EVENT OF AN EMERGENCY OR

OTHER CONDITION WHICH MAKES IT IMPOSSIBLE TO FINISH THE SCHEDULED WORK ON

TIME.

3. NAMEPLATES:

A. PROVIDE NAMEPLATES ON EQUIPMENT, DEVICES, PANELS AND FIELD MOUNTED

INSTRUMENTS (PRESSURE SWITCHES, LIMIT SWITCHES, ETC.) TO IDENTIFY EACH ITEM

WITH ITS RESPECTIVE SERVICE OR FUNCTION. USE BLACK-ON-WHITE LAMINATED

PLASTIC (WHITE LETTERING ON BLACK BACKGROUND), WITH BEVELED EDGES AND

ENGRAVED LETTERING NOT LESS THAN 1/4 INCH HIGH UNLESS OTHERWISE NOTED.

ATTACH WITH 1/4-INCH-LONG NO. 4 PHILLIPS, ROUND HEAD, COARSE THREAD, TYPE

410 STAINLESS STEEL, THREAD-CUTTING SCREWS WITH BLUNT POINT UNLESS

OTHERWISE SPECIFIED. FOR EXTERIOR NAMEPLATES, PROVIDE SILICON SEAL FOR

SCREW PENETRATIONS. FOR CAST IRON ENCLOSURES MOUNT NAMEPLATES WITH

SETON TUFF-BOND #TB2 ADHESIVE.

B. PROVIDE NAMEPLATES FOR INTERNAL DEVICES OF EQUIPMENT (CONTROL RELAYS,

CONTACTORS, TIMERS, TERMINAL BLOCKS, ETC.). MOUNT NAMEPLATES ADJACENT

TO, NOT ON, THE DEVICE.

C. PROVIDE SINGLE, DEDICATED NAMEPLATES FOR DEVICES MOUNTED WITHIN AND ON

EQUIPMENT. PROVIDE AS A MINIMUM A SINGLE DEDICATED NAMEPLATE FOR EACH

DEVICE (RELAY, SWITCH, TERMINAL BLOCK, METER, ETC.). NAMEPLATE SHALL AGREE

WITH IDENTIFICATION ON MANUFACTURER'S DRAWING. ON DEVICES MOUNTED IN

FRONT COMPARTMENT DOORS, PROVIDE EACH DEVICE WITH TWO NAMEPLATES, ONE

ON THE FRONT AND ONE ON THE BACK OF THE FRONT COMPARTMENT DOOR. THE

NAMEPLATES MOUNTED ON THE BACK OF THE DOOR SHALL BE STICK-ON TYPE.

FIRE SAFETY NOTES:

1. FIRE DEPARTMENT ACCESS ROAD SHALL BE MAINTAINED AT ALL TIMES, AND SHALL BE

PROVIDED TO BE WITHIN 100 FEET OF TEMPORARY FIRE DEPARTMENT CONNECTIONS.

(2019 CFC SECTION 3310)

2. FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH CBC

CHAPTER 33 AND CFC CHAPTER 33.

FLOOD ZONE NOTES:

1. PROJECT SITE LOCATED WITHIN FLOOD HAZARD ZONE X; AREA OF MINIMAL FLOOD HAZARD.

2. FIRM PANEL: 06039C1160E.

3. MAP EFFECTIVE DATE; SEPTEMBER 26, 2008.

4. MAP IS MADERA COUNTY, CALIFORNIA; PANEL 1160 OF 1385.

GENERAL CONTRACT NOTES:

1. CONTRACTOR SHALL PROVIDE ALL MATERIALS SUCH AS TOOLS, EQUIPMENT, LABOR, AND

INCIDENTALS REQUIRED INCLUDING THE CONSTRUCTION OF ALL PROPOSED IMPROVEMENTS

SHOWN ON THE PLANS AND AS SPECIFIED BY THE GOVERNING STANDARDS AND/OR THE

CIVIL AND ELECTRICAL ENGINEERS.

2. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO

CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.

3. IF DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL REPLACE IN KIND ALL

EXISTING STRUCTURES, WALKWAYS, CURB & GUTTER, LANDSCAPING, AND/OR OTHER

IMPROVEMENTS TO AN EXISTING OR BETTER CONDITION.

4. CONTRACTOR SHALL REPLACE ALL EXISTING STRIPING, SIGNAGE AND MARKINGS DAMAGED

DUE TO PROJECT CONSTRUCTION ACTIVITIES. CONTRACTOR TO REMOVE EXISTING

STRIPING BEFORE PLACING PROPOSED STRIPING PATTERNS.

5. ALL WORK SHALL BE CONFINED WITHIN THE EASEMENTS AND/OR CONSTRUCTION LIMITS AS

SHOWN ON THE PLANS.

6. APPROVAL OF THESE PLANS BY THE AUTHORITIES HAVING JURISDICTION DOES NOT

AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A PERMIT OR NOTICE TO PROCEED HAS

BEEN ISSUED.

7. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES

OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S

INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL

VERIFY THE LOCATION OF ANY UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL

NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) TWO (2) DAYS PRIOR TO BEGINNING ANY

EXCAVATION.

8. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER

GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSE OF CONSTRUCTING

THE IMPROVEMENTS DELINEATED ON THE PLANS AND TRANSITION THERETO.

9. ALL BILL OF MATERIALS AND/OR EQUIPMENT SHALL BE PROVIDED AS SPECIFIED WITHIN THIS

SET OR APPROVED EQUAL. ALL BILL OF MATERIALS AND/OR EQUIPMENT SHALL MATCH THE

SAME QUALITY AND CAPACITY AS INDICATED HEREIN.

10. CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IDENTIFIED BY THE

PROFESSIONAL ENGINEERING SEAL AND SIGNATURE ON THESE PLANS, OF ANY SITE

CONDITION(S) AND/OR DESIGN INFORMATION THAT PREVENTS THE CONTRACTOR FROM

COMPLYING WITH THE LAWS, REGULATIONS AND/OR BUILDING CODES.

11. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH DGS STANDARD

CONSTRUCTION SPECIFICATIONS.

PROJECT LOCATION:

PROJECT IS LOCATED AT:

701 E YOSEMITE AVE,

MADERA, CA 93638

APN: 007-123-007-000

SCOPE OF EV IMPROVEMENT WORK:

1. SITE AND ELECTRICAL INFRASTRUCTURE IMPROVEMENTS FOR INSTALLATION OF EV

CHARGERS.

2. IMPACTED EXISTING PARKING = 5 TOTAL SPACES; 5 STANDARD SPACES

3. ALL EVCS INSTALLED ARE NOT AVAILABLE TO THE GENERAL PUBLIC AND ARE INTENDED FOR

USE BY A DESIGNATED VEHICLE OR DRIVER.

LIST OF CONSULTANTS:

STRUCTURAL: ELECTRICAL:

BRIAN BROOKS

BLAIR CHURCH & FLYNN

451 CLOVIS AVE. STE 200

CLOVIS, CA 93612

(559) 326-1400

BRIAN DUFFY

BLAIR CHURCH & FLYNN

451 CLOVIS AVE. STE 200

CLOVIS, CA 93612

(559) 326-1400

PROJECT DIRECTOR:

JANELLE GOULDING

DEPARTMENT OF GENERAL

SERVICES (DGS)

DIRECT: (916) 441-9205

CELL: (916) 823-7059

FAX: (916) 376-6216

OWNER/REPRESENTATIVE

INFORMATION:

CMD MADERA

701 E YOSEMITE AVE,

MADERA, CA 93638

EMAIL: ANDREW.HERNANDEZ@CMD.CA.GOV

CONTACT: CAPTAIN ANDREW HERNANDEZ

UTILITY NOTE:

UTILITY INFORMATION SHOWN HEREON IS BASED ON OBSERVATION OF VISIBLE EVIDENCE BY A FIELD SURVEY. THE ENGINEER CAN MAKE NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF THE UNDERGROUND UTILITY FACILITIES SHOWN. PRIOR TO ANY SITE EXCAVATIONS, THE CONTRACTOR SHALL CONTACT THE OWNER AND UNDERGROUND SERVICE ALERT (U.S.A.) AND REQUEST THAT THEY IDENTIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AT THE SITE. SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

DESIGN CRITERIA:

CALIFORNIA ADMINISTRATIVE CODE (CAC) 2022

CALIFORNIA BUILDING CODE (CBC) 2022

CALIFORNIA ELECTRICAL CODE (CEC) 2022

CALIFORNIA FIRE CODE (CFC) 2022

CALIFORNIA REFERENCED STANDARDS CODE (CRSC) 2022

NATIONAL ELECTRICAL CODE (NEC) 2020

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

ARC-FLASH NOTE:

1. ALL NEW ELECTRICAL SWITCHGEAR, SWITCHBOARDS AND PANELBOARDS SHALL BE

PROVIDED WITH AN ARC-FLASH HAZARD WARNING LABEL/MARKING BY THE ELECTRICAL

CONTRACTOR, IN COMPLIANCE TO THE THE REQUIREMENTS OF THE LATEST CEC 110.16. AN

ARC-FLASH ASSESSMENT STUDY WHICH SHALL ADHERE WITH THE LATEST NFPA 70E - 130.5,

SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR.

THE ARC-FLASH ASSESSMENT STUDY AND THE ARC-FLASH HAZARD WARNING

LABEL/MARKING TEMPLATE/S SHALL BE SIGNED AND SEALED BY POWER SYSTEMS ANALYSIS

SPECIALIST.

SURVEY NOTE:

THIS TOPOGRAPHIC SURVEY LOCATES SPECIFIC PHYSICAL FEATURES OF THE

SITE AND THEIR ELEVATION AS DETERMINED NECESSARY BY THE PROJECT

ENGINEER. IT IS NOT A COMPLETE TOPOGRAPHIC SURVEY OF THE SITE. THE

INFORMATION SHOWN REFLECTS THE DATA OBTAINED BY FIELD SURVEY

CONDUCTED ON MARCH 24, 2023.

BENCHMARK:

BENCHMARK: CNPT #10

ELEV: 275.19 FT

ELEVATIONS ARE BASED ON NAVD88 AND DERIVED FROM AN AVERAGED GPS OBSERVATION UTILIZING

THE LEICA SMARTNET NETWORK.

PROPOSED EV CHARGER TABULATION

EV CHARGER NO. OF EVCS(S) NO. OF EMPLOYEE

PORT(S)

NO. OF FLEET

PORT(S)

SINGLE (LEVEL 2) 2 2 0

DUAL (LEVEL 2) 1 0 2

TOTAL TOTAL EVCS(S) = 3 TOTAL PORT(S) = 2 TOTAL PORT(S) = 2

CBC 11B-228.3.2.1 REQUIRES EV CHARGING ACCESSIBLE AND AMBULATORY STALL(S) TO BE

INSTALLED. 1 TO 4 PORTS = 1 VAN ADA, 0 STANDARD ADA, 0 AMBULATORY (SEE PLANS FOR

LOCATION)

DSA Test Mark - EPR Admin Change to "INCORPORATE"

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-121695

08/17/2023

Issue date May 24, 2024 000000000000011436

(B M27

5.1 9)

OW

NER: CITY OF MADERA

APN: 007-123-007-000

OW

NER: OBERTI ALESSINI

RENTAL ACCOUNT OBERTI

APN: 007-122-008-000

OWNER: E

DELMIRA

G TORRES

APN: 0

07-122-002-000OWNER: F

RANZOIA

IRENE TRUSTEE

APN: 0

07-122-001-000

OW

NER: OBERTI ALESSINI

RENTAL ACCOUNT OBERTI

APN: 007-122-004-000

OWNER: F

ERNANDO

LOPEZ AGUILAR /

JE

SSICA IN

IG

UEZ

APN: 0

07-122-005-000OWNER: J

AMES

MEKALIAN

APN: 0

07-122-006-000

OWNER: J

ASPAL S

KLAIR

APN: 0

07-122-007-000

OWNER: R

OBERT J

CISCO / A

LICE

HARRIS

APN: 0

07-123-001-000

OWNER: F

LORINDA

MENDEZ DE CEJA

APN: 0

07-123-008-000

OWNER: A

LLEN YIM

JA

NLY YIM

APN: 0

07-123-009-000

OWNER: ARTURO MEJIA

/ MICAELA A MEJIA

APN: 007-123-010-000

OWNER: C

AMARENA

HEALTH

APN: 0

08-011-004-000

OWNER: C

AMARENA

HEALTH

APN: 0

08-011-007-000

OW

NER: HOUSING AUTH

OF MADERA CITY CA

APN: 008-011-006-000

OWNER: A

LL FAITHS

FUNERAL HOME LLC

APN: 0

07-132-005-000

OW

NER: ALL FAITHS

FUNERAL HOME LLC

APN: 007-132-006-000

OWNER: C

ITY O

F M

ADERA

APN: 0

07-095-001-000

OWNER: Y

OSEMITE PLAZA

LLC C

HORBADJIA

N

APN: 0

07-173-024-000

E YOSEMITE AVE

E YOSEMITE AVE

FLUME ST

FLUME ST

E 5TH ST

E 5TH ST

HIGH ST

HIGH ST

VINEYARD AVE

N LAKE ST

LYONS ST

E 6T H S

T

E 4TH ST

ONLY

EV C

HARGIN

G

ONLY

EV CHARGING

PARKING

NO

PROJECT LOCATION:

SEE TOPOGRAPHIC

SURVEY & DEMOLITION

PLAN ON SHEET C2.0,

SITE & GRADING PLAN

ON SHEET C3.0, AND

ELECTRICAL CONDUIT

PLAN ON SHEET E1.0

EVCS ARE LOCATED

WITHIN A GATED

VICINITY, AND ARE NOT

OPEN TO THE PUBLIC.

(B M27

5.1 9)

ONLY

EV C

HARGIN

G

ONLY

EV CHARGING

PARKING

NOPB-1

PB-2

PROPOSED ACCESSIBLE ROUTE

PROPOSED

ACCESSIBLE ROUTE

TO USE THIS

DOORWAY AS THE

ACCESSIBLE ENTRY

POINT

PROPOSED

ACCESSIBLE ROUTE

TO NOT USE THIS

DOORWAY AS THE

ACCESSIBLE ENTRY

POINT

Date Signed:

05-02-2023 SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

05-02-2023 10

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CMD MADERA

CALIFORNIA MILITARY DEPARTMENT

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4p m

701 E YOSEMITE AVE., MADERA, CA 93638 PROJECT #: 000000000010897

V1

OVERALL SITE MAP

C1.0

0 20 40 80 120 160

SCALE IN FEET

SCALE: 1"=80'

SYMBOL LEGEND:

EXISTING PROPERTY LINE

PROPOSED ACCESSIBLE ROUTE

IN COMPLIANCE WITH CBC 2022

AREA OF WORK

A C1.0

ACCESSIBLE ROUTE

SCALE: 1"=5'

ACCESSIBLE NOTES:

1. ENGINEER HAS SURVEYED/INSPECTED THE PATH OF TRAVEL (P.O.T.) AS INDICATED ON THE PLANS AND HAS FOUND IT TO BE, OR HAS

INDICATED ON THE PLANS REMEDIAL WORK WHICH WOULD CAUSE IT TO BE, A BARRIER FREE ACCESSIBLE ROUTE:

· AT LEAST 48" IN WIDTH; OR AS APPROVED BY CODE.

· WITHOUT ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAXIMUM SLOPE, OR VERTICAL. LEVEL CHANGES

EXCEEDING 1/4";

· WITH A FIRM, STABLE, AND SLIP RESISTANT WALKING SURFACE;

· WITH A RUNNING SLOPE OF 1:20 OR LESS, UNLESS OTHERWISE INDICATED, AND A CROSS SLOPE OF 1:50 OR LESS;

· IS FREE OF OVERHEAD OBSTRUCTIONS WITHIN 80" ABOVE THE WALKING SURFACE; AND

· IS FREE OF OBJECTS WHICH PROTRUDE MORE THAN 4" BETWEEN THE HEIGHTS OF 27" AND 80" ABOVE THE WALKING SURFACE.

2. DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

· THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS MEETS THE REQUIREMENTS OF THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE (CBC) ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT WITH THE CBC HAVE BEEN IDENTIFIED AND THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWING AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE

INDICATED IN THESE CONSTRUCTION DOCUMENTS.

· DURING CONSTRUCTION, IF PROPOSED P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CBC COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THE ITEMS SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.

3. ALL FIRE LANES, FIRE HYDRANTS, FLOW RATES, AND CLEARANCES ARE EXITING AND WILL REMAIN UNCHANGED.

4. SEE FIRE SAFETY NOTES ON SHEET T1.0.

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-121695

08/17/2023

274.93

RD

(A C E2

.2 1)

(A C E2

.2 0)

(A C E2

.1 8)

(C E2

.1 9)

(C E2

.2 1)

(C E2

.2 1)

(A C

4.

(A C

4.

(A C

4.

(A C

4.

(A C

4.

(A C

4.

(A C

4.

HB

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(C

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BO

(C E2

.1 7)

(C E2

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(A C E2

.8 7)

(C E2

.8 9)

(C E2

.8 5)

(C E2

.8 4)

(A C E2

.8 3)

(A C E2

.8 1)

(C E2

.8 4)

(C E2

.8 5)

(A C E2

.8 7)

(C E2

.8 8)

(C E2

.8 9)

(A C E2

.8 9)

(C E2

.9 1)

(C E2

.9 0)

(C E2

.0 4)

(C E2

.0 4)

(A C E2

.0 3)

(A C E2

.0 8)

(A C E2

.1 3)

(A C E2

.1 6)

(A C

4.

(A C E2

.1 4)

(C E2

.1 7)

(C E2

.1 7)

(2

.9 8)

(2

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.0 (2

.9

(F F2

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(C

5.

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4.

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(A C

4.

(A C E2

.1 5)

(A C E2

.1 2)

(A C

5.

(A C

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275.14

RD

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.0

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(2

.9 ) (2

.9 )(C

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.2 1)

(C E2

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(C E2

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(C

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.2 2)

(C E2

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(C E2

.1 7)

(C E2

.1 5)(C

E2

.1 6)

(C E2

.1 5)

(C E2

.1 4)

(C E2

.1 2)

(C E2

.1 0)

(C E2

.1 6)

(C E2

.1 6)

(A C E2

.1 5)

BO

(A C

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(A C

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(A C E2

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(A C E2

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(C E2

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(C E2

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(C

5.

(C

5.

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(C

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(C E2

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(C E2

.2 3)

(C E2

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(C E2

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(C E2

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(C E2

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(C E2

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(C E2

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(C E2

.8 2)

.8 2)

(C E2

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(C E2

.0 5)

(C E2

.1 4)

(C E2

.2 3)

(C E2

.2 0)

(A C E2

8)

HB

ELCELC

ELC

(C

5.

(C

5.

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5.

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5.

(C

5.

(C

5.

(C

5.

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5.

(F F2

.3 4)

(F F2

.3 7)(F

F2

.3 6)

(F F2

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(C

5.

(C

5.

(C

5.

(C

5.

(C

5.

(C

5.

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5.

(G B2

.9 2)

(C E2

.3 5)

(G B2

.3 5)

(G B2

.9 3)

(G B2

.3 4)

(C E2

.3 4)

(A C E2

.9 6)

(C E2

.9 4)

(A C E2

.9 0)

.8 9)

.8 9)

(A C E2

.8 8)

(A C E2

.0 0)

(C E2

.0 1)

(B M

5.

W

E P B

EXISTING

LADDER

EXISTING KEY PAD

E C A

WALL

MOUNTED

ELC

E P A

EXISTING

ROLL UP

DOOR

Date Signed:

05-02-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

05-02-2023 10

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CMD MADERA

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \c m d M a d e ra

\c o n s tr u c ti o n D o c u m e n t\ p ro d u c ti o n d ra w in g s \C

M D

M a d e ra ts

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.0

T o p o g ra p h ic

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M a y

:1 a m

701 E YOSEMITE AVE., MADERA, CA 93638 PROJECT #: 000000000010897

V1

TOPOGRAPHIC SURVEY & DEMOLITION PLAN

C2.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

TOPOGRAPHIC LEGEND:

AC ASPHALT CONCRETE

ACE ASPHALT CONCRETE EDGE

C CONCRETE

CE CONCRETE EDGE

FF FINISHED FLOOR

GB GRADE BREAK

BENCHMARK

(275.00) EXISTING ELEVATION

SURVEY CONTROL POINT

BOLLARD

DOOR/GATE

ELECTRICAL CABINET

ELECTRICAL PULL BOX

ELECTRICAL PANEL

HOSE BIB

WATER METER

WHEELSTOP

EXISTING ASPHALT CONCRETE

PAVEMENT

EXISTING BUILDING

EXISTING CONCRETE

GRADE BREAK

STRIPING

(BM275.19)

275.14

BO

ECA

EPB

EPA

HB

W

DEMOLITION KEYNOTES:

PROTECT EXISTING ASPHALT CONCRETE

PAVEMENT TO REMAIN

PROTECT EXISTING BOLLARD TO REMAIN

PROTECT EXISTING BUILDING TO REMAIN

PROTECT EXISTING CONCRETE MOWSTRIP TO

REMAIN

PROTECT EXISTING CONCRETE SIDEWALK TO

REMAIN

PROTECT EXISTING CONCRETE WHEELSTOP TO

REMAIN

PROTECT EXISTING UTILITY TO REMAIN

REMOVE AND LAWFULLY DISPOSE OF ASPHALT

CONCRETE PAVEMENT: 45 S.F.

REMOVE AND LAWFULLY DISPOSE OF CONCRETE

MOWSRTIP: 14 S.F.

REMOVE AND LAWFULLY DISPOSE OF CONCRETE

SIDEWALK: 52 S.F.

REMOVE AND LAWFULLY DISPOSE OF CONCRETE

WHEELSTOP

REMOVE AND LAWFULLY DISPOSE OF LANDSCAPE:

274 S.F.

SAWCUT

LIMIT OF STRIPING REMOVAL

REMOVE EXISTING IMPROVEMENTS AS NECESSARY

TO CONSTRUCT NEW IMPROVEMENTS SHOWN ON

THESE PLANS UNLESS OTHERWISE NOTED ON THE

PLAN. THE REMOVAL OF IMPROVEMENTS MUST BE

COORDINATED WITH ALL PLAN SHEETS.

CONTRACTOR MUST ALSO COORDINATE REMOVAL

OF IMPROVEMENTS WITH UTILITY AGENCIES.

PROTECT ALL IMPROVEMENTS NOT DESIGNATED

FOR REMOVAL. SEE NOTE 1

DEMOLITION NOTES:

1. THE "LIMIT OF DEMOLITION" SHOWN IS APPROXIMATE AND IS

GENERALLY CONSIDERED TO BE THE MINIMUM REMOVAL

REQUIREMENTS. CONTRACTOR MUST COORDINATE AS NOTED IN

THE LEGEND.

2. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED

MATERIALS OFF SITE.

3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY

IMPROVEMENTS NOT SPECIFICALLY DESIGNATED FOR REMOVAL.

4. THE ON-SITE UNDERGROUND UTILITIES SHOWN ON THIS SHEET

ARE AT AN APPROXIMATE LOCATION. THE EXTENT, LOCATIONS

AND SIZES ARE UNKNOWN. THE CONTRACTOR SHALL POTHOLE

TO LOCATE AND VERIFY THE UNDERGROUND UTILITY LINES

PRIOR TO REMOVAL.

5. CONTRACTOR TO PROTECT AND PRESERVE IN PLACE ANY

FOUND SURVEY MONUMENTS. ANY MONUMENTS DISTURBED

SHALL BE RESET BY A LICENSED SURVEYOR AND THE

APPROPRIATE PAPERWORK FILED WITH THE CITY OR COUNTY.

6. ALL HAZARDOUS MATERIALS ENCOUNTERED DURING SITE

DEMOLITION SHALL BE REMEDIATED AND DISPOSED OF PER

STATE AND EPA REQUIREMENTS.

7. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL

UTILITY AGENCIES PRIOR TO THE START OF ANY DEMOLITION OR

CONSTRUCTION.

8. ANY EXISTING UTILITIES AND/OR IMPROVEMENTS THAT BECOME

DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY

RESTORED TO THE SATISFACTION OF THE OWNER AND AGENCY

HAVING AUTHORITY, AT THE CONTRACTOR'S SOLE EXPENSE.

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/14/23

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

23-2232

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-121695

08/17/2023

O N

LY

E V C

H A R G

IN

G

O N

LY

EV

C

H

AR

G

IN

G

P

AR

K

IN

G N O

274.93

RD

HB

ELC

ECA

BO

275.14

RD

ELC

BO

HB

ELCELC

ELC

(B M

5.

W

E P B

EXISTING

LADDER

EXISTING KEY PAD

E C A

WALL

MOUNTED

ELC

E P A

EXISTING

ROLL UP

DOOR

PB

-1

PB

-2

12'

6'

9'

9'-1"

9' 17 '-1

0"

M

B

B

B

C

C

C

D

D

E

E

F

G

G

H

H I

J

K

L

L A

N

E1

E2

F1

F2

O N

LY

E V C

H A R G

IN

G

O N

LY

E V C

H

AR

G

IN

G

P

AR

K

IN

G N O

(A C E2

.1 8)

(C E2

.1 9)

(A C

4.

(2

.0

(2

.9

(F F2

.3 8)(C

5.

(A C

4.

(A C

5.

(A C

5.

275.14

RD

(2

.9

(C E2

.2 1)

(C E2

.1 7)

(C E2

.1 6)

ELC

(C E2

.2 2)

(C E2

.1 8)

(C E2

.1 7)

(C E2

.1 5)

(C E2

.1 6)

BO

(A C

4.

(A C

4.

(A C

4.

(A C

4.

(A C

4.

(A C

5.

(A C

5.

(A C

5.

(C

5.

(C

5.

(C

5.

(C

5.

(C

5.

(C

5.

(C

5.

(C

5.

(C E2

.2 0)

(C E2

.2 3)

.2 9)

.2 0)

(C E2

.2 1)

(C E2

.1 1)

(C E2

.0 1)

(C E2

.9 6)

(C E2

.0 5)

(C E2

.1 4)

(C E2

.2 3)

(C E2

.2 0)

(A C E2

.1 8)

HB

ELCELC

ELC

(C

5.

.3 8)

(C

5.

(C

5.

(F F2

.3 4)

(F F2

.3 7)

(F F2

.3 6)

(F F2

.3 4)

(C

5.

(C

5.

(G B2

.9 3)

(G B2

.3 4)

(C E2

.3 4)

(A C E2

.9 6)

(C E2

.9 4)

(A C E2

.9 0)

(C E2

.8 9)

(B M

5.

E P B

E C A

E P A

9'

6'

12'

3'

6"

6" 7'

6"

9'-1"

3'

10'-8"

PB

-1

PB

-2

6"

3'- 3"

3'

3'

1'

'4'

2'- 6"

6"

MATCHMATCH

MATCHMATCH

275.13P ±

MATCH

275.15MS=P ±

MATCH

275.15MS=P ±

275.18MS=P

275.17MS=C=P

275.11P ±

MATCH

275.13P ±

MATCH

275.26MS=C

275.17C=P

275.19C=P

275.19C=P

275.24MS=C

275.23MS=C

275.21C

275.21MS=C ±

MATCH

275.21C ±

275.21C=P

275.18C=P

275.17P ±

MATCH

275.21C ±

275.19C=P

275.19P ±

MATCH

275.22C ±

MATCH

275.21C ±

MATCH

275.21C=P ±275.21C=P ±275.21 C=P

275.19P ±

MATCH

0.

3%

1.

9%

0.

7%

0.

6%

0.

8%

1.

4%

1%

1.

5%

1.

5%

0.3%

.5

1%

0.3%

0.3%

0.6%

0.1%

0.

5%

1.1

0.9%

0.

6%

0.5%

0.2%

0.2%

0.

6%

0%

0.2%

0.7

0.4%

0.

3%

0.3%

0.3%

0.

3%

0.1%

1'- 6"

SEE

ACCESSIBLE

NOTE 4

F1

E1

E2

F2

O

O

Date Signed:

05-02-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

05-02-2023 10

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CMD MADERA

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \c m d M a d e ra

\c o n s tr u c ti o n D o c u m e n t\ p ro d u c ti o n d ra w in g s \C

M D

M a d e ra s i0

.d w g C

.0

S it e

G ra d in g P la n B

C F .c tb P lo t b y s c h h in a

M a y

:1 a m

701 E YOSEMITE AVE., MADERA, CA 93638 PROJECT #: 000000000010897

V1

SITE & GRADING PLAN

C3.0

SCALE IN FEET

0 5 10 20

SCALE: 1"=10'

A

C3.0

ENLARGED GRADING PLAN

SCALE: 1"=5'

GRADING LEGEND:

C CONCRETE

MS MOWSTRIP

P PAVEMENT

(275.00) EXISTING ELEVATION

NEW FINISHED SURFACE GRADE

DIRECTION OF DRAINAGE

275.19C

0.8%

CONSTRUCTION KEYNOTES:

2' WIDE ELECTRICAL UTILITY TRENCH. TRENCH, BACKFILL AND

RESURFACING PER DETAIL [C/E2.0]

CONSTRUCT ASPHALT CONCRETE PAVEMENT PER DETAIL

[H/C4.0]

CONSTRUCT CONCRETE PAD PER DETAILS [A/E2.0] AND

[A/R1.0]FOR MAKE READY INSTALLATION WITH STUB & CAP

CONSTRUCT CONCRETE SIDEWALK PER DETAIL [G/C4.0]

CONSTRUCT MOWSTRIP PER DETAIL [I/C4.0]

FURNISH AND INSTALL DOOR MOUNTED ACCESSIBLE ENTRY

SIGN PER DETAIL [B/C4.0]

FURNISH AND INSTALL CONCRETE WHEELSTOPS PER DETAIL

[E/C4.0]

FURNISH AND INSTALL TRUNCATED DOMES PER DETAIL [F/C4.0]

FURNISH AND INSTALL FIXED ACCESSIBLE CHARGING SIGN PER

DETAIL [D/C4.0]

FURNISH, INSTALL AND PAINT ACCESSIBLE EV CHARGING

STALLS PER DETAIL [A/C4.0]

PAINT 4" WIDE GREEN PERIMETER LINE WITH 4" WIDE GREEN

DIAGONAL LINES AT 3' ON CENTER

PAINT 4" WIDE GREEN STRIPE

SEE ELECTRICAL CONDUIT PLAN FOR ADDITIONAL ELECTRICAL

IMPROVEMENTS

SEE ENLARGED GRADING PLAN PER DETAIL [A/C3.0]

FURNISH AND INSTALL FIXED FLEET CHARGING SIGN PER

DETAIL [C/C4.0]

PROPOSED BTC POWER [MODEL L2P-30-240-15] DUAL CHARGE

PORT STYLE CHARGERS TO BE INSTALLED BY OTHERS. SEE

DETAILS [A/R1.0] AND [C/R1.0] (SHOWN FOR REFERENCE ONLY)

PROPOSED BTC POWER [MODEL L2P-30-240-16] SINGLE

CHARGE PORT STYLE CHARGERS TO BE INSTALLED BY

OTHERS. SEE DETAILS [A/R1.0] AND [D/R1.0] (SHOWN FOR

REFERENCE ONLY)

PROPOSED GREEN STRIPING IMPROVEMENTS

LIMITS OF ASPHALT CONCRETE PAVEMENT IMPROVEMENTS

LIMITS OF CONCRETE IMPROVEMENTS

LIMITS OF TRUNCATED DOMES

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

ACCESSIBLE NOTES:

1. SEE GENERAL GRADING AND DRAINAGE NOTES.

2. ACCESSIBLE EV CHARGING STALLS TO COMPLY WITH CBC 11B-812.

3. OPERABLE PARTS AND CHARGING CORD SHALL COMPLY WITH 2022 CBC 11B-309.

4. 48"X38" CLEAR GROUND SPACE FROM FRONT FACE OF CHARGER WITH

MAXIMUM 2% SURFACE SLOPE IN ALL DIRECTIONS.

5. ALL OPERABLE PARTS AND CONTROLS SHALL BE 15 TO 48 INCHES ABOVE THE

CLEAR GROUND SPACE FOR BOTH FORWARD AND SIDE APPROACHES PER 2022

CBC 11B-308. SEE SHEET R1.0 FOR CHARGER ELEVATIONS.

6. OPERABLE PARTS ON ALL ACCESSIBLE EV CHARGERS SHALL BE OPERABLE

WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR

TWISTING OF THE WRIST.

7. MAXIMUM OF 2% SURFACE SLOPE IN ALL DIRECTIONS AT ACCESSIBLE STALLS

AND ACCESS AISLES.

8. LOCATION OF CHARGER SHALL NOT EXCEED 36 INCHES MAXIMUM FROM THE

HEAD END OF THE ACCESS AISLE PER 2022 CBC 11B-812.10.4 EXCEPTION 2.

GENERAL GRADING AND DRAINAGE NOTES:

THE REQUIREMENTS AND INFORMATION SET OUT BELOW ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE AND DO NOT ENCOMPASS ALL PROJECT REQUIREMENTS DESCRIBED BY THE PROJECT PLANS

AND SPECIFICATIONS AND/OR APPLICABLE LAWS, REGULATIONS AND/OR BUILDING CODES.

1. CONSTRUCTION OF ALL PROJECT SITE IMPROVEMENTS SUBJECT TO ADA ACCESS COMPLIANCE, INCLUDING ACCESSIBLE PATH OF TRAVEL, CURB RETURNS, PARKING STALL(S) AND UNLOADING AREAS, BARRIER FREE AMENITIES AND/OR OTHER APPLICABLE SITE IMPROVEMENTS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT, CALIFORNIA TITLE 24, AND THE CALIFORNIA BUILDING CODE, CURRENT EDITION(S).

2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES AND SLOPES PRIOR TO THE PLACEMENT OF CONCRETE AND/OR PAVEMENT FOR CONFORMANCE WITH ADA ACCESS COMPLIANCE REQUIREMENTS.

EXAMPLES OF MINIMUM AND MAXIMUM LIMITS RELATED TO ADA ACCESS COMPLIANCE INCLUDE, BUT ARE NOT LIMITED TO:

A) ACCESSIBLE PATH OF TRAVEL CROSS-SLOPE SHALL NOT EXCEED 2.00%

B) ACCESSIBLE PATH OF TRAVEL LONGITUDINAL SLOPES SHALL NOT EXCEED 5.00%

C) RAMP LONGITUDINAL SLOPES SHALL NOT EXCEED 8.33%

WALKS SHALL NOT HAVE LESS THAN 48 INCHES IN UNOBSTRUCTED WIDTH

3. CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IDENTIFIED BY THE PROFESSIONAL ENGINEERING SEAL AND SIGNATURE ON THESE PLANS, OF ANY SITE CONDITION(S) AND/OR DESIGN INFORMATION THAT PREVENTS THE CONTRACTOR FROM COMPLYING WITH THE LAWS, REGULATIONS AND/OR BUILDING CODES GOVERNING ADA ACCESS COMPLIANCE.

4. GROUND SLOPES AWAY FROM BUILDING PADS IN LANDSCAPED OR DIRT AREAS SHALL BE NO LESS THAN 5.0% FOR AT LEAST TEN (10) FEET, OR AS OTHERWISE NOTED ON THE PLANS.

5. DRAINAGE SHALL NOT BE ALLOWED ONTO ADJACENT PROPERTY.

6. ALL FILL MATERIAL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE PLACED UNDER THE DIRECTION OF A LICENSED GEOTECHNICAL ENGINEER, AND IN COMPLIANCE

WITH THE PROJECT SPECIFICATIONS. A SOILS COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD AS REQUIRED BY THE PROJECT SPECIFICATIONS.

7. THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS REQUIRED BY THE PROJECT SPECIFICATIONS, AND BY GOVERNING PUBLIC AGENCIES.

8. THE CONTRACTOR SHALL IMPLEMENT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS REQUIRED BY THE PROJECT SPECIFICATIONS.

9. CONTRACTOR TO MATCH EXISTING PAVEMENT GRADE AT ALL NEW PAVEMENT LOCATIONS UNLESS OTHERWISE NOTED ON THE PLANS.

PROPOSED EV CHARGER

EVCS-#

WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS

STALL/CHARGE

PORT #

CHARGE PORT

TYPE

1 PEDESTAL SINGLE

EMPLOYEE VAN

ACCESSIBLE

2 PEDESTAL SINGLE

EMPLOYEE STANDARD

ACCESSIBLE

3 PEDESTAL DUAL FLEET STANDARD

E1

E2

F1 F2

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/14/23

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

23-2232

3'-0

H

3'-0"

H

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-121695

08/17/2023

ONLY

EV CHARGING

ONLY

EV CHARGING

PARKING

NO

MAXIMUM OF 2% SURFACE

SLOPE IN ALL DIRECTIONS

AT ACCESSIBLE STALLS

AND ACCESS AISLES PER

CBC 11B-812 (TYP)

PAINT 4" WIDE GREEN

PERIMETER LINE WITH 4"

WIDE GREEN DIAGONAL

LINES AT 3' ON CENTER

PAINT 4" WIDE

GREEN STRIPE

(TYP)

PAINT 12" HIGH WHITE

"EV CHARGING ONLY"

WORDING

PAINT 12" HIGH WHITE "NO

PARKING" WORDING

12' (MIN) 6' 9' (MIN)

M

IN

3'(TYP)

6"

6"

6"7' 6" 9'-1" 3' 10'-8"

23'-3" 7'-6"

PAINT 12" HIGH WHITE

"EV CHARGING ONLY"

WORDING

PAINT 4" WIDE

GREEN STRIPE

(TYP)

NOTES:

1. ACCESSIBLE EV CHARGING STALLS TO COMPLY WITH CBC 11B-812.

2. OPERABLE PARTS AND CHARGING CORD SHALL COMPLY WITH 2022 CBC 11B-309.

3. 48"X38" CLEAR GROUND SPACE FROM FRONT FACE OF CHARGER WITH MAXIMUM 2% SURFACE SLOPE IN ALL DIRECTIONS.

4. ALL OPERABLE PARTS AND CONTROLS SHALL BE 15 TO 48 INCHES ABOVE THE CLEAR GROUND SPACE FOR BOTH FORWARD AND SIDE APPROACHES PER 2022 CBC 11B-308.

5. OPERABLE PARTS ON ALL ACCESSIBLE EV CHARGERS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.

6. MAXIMUM OF 2% SURFACE SLOPE IN ALL DIRECTIONS AT ACCESSIBLE STALLS AND ACCESS AISLES.

7. LOCATION OF CHARGER SHALL NOT EXCEED 36 INCHES MAXIMUM FROM THE HEAD END OF THE ACCESS AISLE PER 2022 CBC 11B-812.10.4 EXCEPTION 2.

8. ACCESSIBLE EV CHARGING STALLS SHALL BE MARKED PER CBC 11B-812.9.

SEE NOTE 3

M A X

IM

U M

2'-4"± 12"

THIS DOORWAY IS THE

ACCESSIBLE ENTRY WAY

THIS DOORWAY IS NOT THE

ACCESSIBLE ENTRY WAY

EXISTING ELECTRICAL

CONDUITS

EXISTING HOSE BIB

EXISTING

LADDER

E X

IS

T

IN

G L

A T C

H H

E

IG

H T

EXISTING STEEL

BEAM BEHIND

DOORWAY

34"

EXISTING DOORWAY OPENING

FINISHED FLOOR

NOTES:

1. ENTRY SHALL COMPLY WITH CBC 2022, SECTION 11B-404 DOORS, DOORWAYS AND GATES.

2. DOUBLE-LEAF DOORS SHALL COMPLY WITH CBC 2022, SECTION 11B-404.2.2 DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH

SECTION 11B-404.2.3 AND 11B-404.2.4.

3. CBC 2022, SECTION 11B-404.2.3 CLEAR WIDTH.

DOOR OPENINGS SHALL PROVIDED A CLEAR WIDTH OF 32 INCHES (813 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENING MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (914 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING OF 36 INCHES (864 MM) ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (864 MM) AND

80 INCHES (2032 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (102 MM).

EXCEPTIONS:

1. IN ALTERATIONS, PROJECTION OF 5/8 INCH (15.9 MM) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE TOP.

2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1981 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

3. CBC 2022, SECTION 11B-404.2.4 MANEUVERING CLEARANCES.

MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH SECTION 11B-404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WITH OF THE DOORWAY AND THE

REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE.

EXCEPTIONS: RESERVED.

EXISTING WINDOW

WITHIN DOOR

18 GA STEEL WITH FIELD OF BLUE,

1/2" WHITE BORDER, AND WHITE

ACCESSIBLE SYMBOL, ALL OF

REFLECTIVE SHEETING

1" HIGH WHITE

LETTERS, ALL

REFLECTIVE

SHEETING

FASTENER: 1/4" DIA. HEX. BOLT W/

LOCK WASHER 1-1/2" FROM TOP

AND BOTTOM OF SIGN (TYP)

Date Signed:

05-02-2023

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

05-02-2023 10

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CMD MADERA

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \c m d M a d e ra

\c o n s tr u c ti o n D o c u m e n t\ p ro d u c ti o n d ra w in g s \C

M D

M a d e ra d t0

.d w g C .0

D e ta ils B

C F .c tb P lo t b y s c h h in a

M a y

:1 a m

701 E YOSEMITE AVE., MADERA, CA 93638 PROJECT #: 000000000010897

V1

DETAILS

C4.0

A

C4.0

ACCESSIBLE EV CHARGING STALLS

NOT TO SCALE

D

C4.0

FIXED ACCESSIBLE CHARGING SIGN

NOT TO SCALE

FINISHED CONCRETE

OR GROUND SURFACE

2" SCH. 40 GALV. STEEL POST

ADD VAN SIGN WHEN SHOWN

ON PLANS, BLUE FIELD, 1/2"

WHITE BORDER, AND 1" WHITE

LETTERS, ALL OF REFLECTIVE

SHEETING. SEE NOTE BELOW

18 GA STEEL WITH FIELD OF BLUE,

1/2" WHITE BORDER, AND WHITE

ACCESSIBLE SYMBOL, ALL OF

REFLECTIVE SHEETING

GALV. STEEL POST CAP

CONCRETE

NOTE:

AS AN ALTERNATE, A

SINGLE SIGN INCLUDING

LEGEND AS SHOWN AT

RIGHT MAY BE USED.

1" HIGH WHITE

LETTERS, ALL

REFLECTIVE

SHEETING

12"

(TYP)

(M

IN

C L E A R

M

IN

8"

" 12"

FASTENER: 1/4" DIA. HEX. BOLT W/

LOCK WASHER 1-1/2" FROM TOP

AND BOTTOM OF SIGN (TYP)

18GA STEEL ACCESSIBLE ELECTRIC

VEHICLE CHARGING SIGN WITH

GREEN FIELD, 1/2" WHITE BORDER,

AND 1" WHITE LETTERS, ALL OF

REFLECTIVE SHEETING

FINISHED CONCRETE

OR GROUND SURFACE

2" SCH. 40 GALV. STEEL POST

18 GA STEEL WITH FIELD OF

GREEN, 1/2" WHITE BORDER,

AND WHITE LETTERING, ALL

OF REFLECTIVE SHEETING

FASTENER: 1/4" DIA. HEX. BOLT W/

LOCK WASHER 1-1/2" FROM TOP

AND BOTTOM OF SIGN

GALV.

STEEL POST

CAP

CONCRETE

12"

M

IN

C L E A R

M

IN

8"

C

C4.0

FIXED FLEET CHARGING SIGN

NOT TO SCALE

.2

SECTION

1. THE DETECTABLE WARNING SHALL VISUALLY CONTRAST 70% WITH

ADJOINING SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE

MATERIAL USED SHALL BE A INTEGRAL PART OF THE WALKING

SURFACE.

2. THE DOMES SHALL BE MANUFACTURED BY SAFETY STEP TD OR

APPROVED EQUAL.

3. ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS AND

DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE

CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, ARTICLES

2, 3 AND 4.

PLAN

0.45" 0.9"

.3

M

IN

2.35"

BACK OF CURB OR

BOTTOM OF RAMP

NOTES:

F

C4.0

TRUNCATED DOMES

NOT TO SCALE

WEAKENED PLANE JOINTEXPANSION JOINT CONSTRUCTION JOINT

IN PLANTER AREAS = 2"

IN TURF SOD AREAS = 1/2"

IN TURF SEED AREAS = 0"

NOTES:

1. INSTALL WEAKENED PLANE JOINTS EVERY 15' AND EXPANSION JOINTS EVERY 45'

2. FILL JOINT AT EXPANSION WITH MOLDED JOINT FILLER

3. SEE SPECIFICATIONS FOR CONCRETE DESIGN REQUIREMENTS

NEW

CONCRETE

IMPROVEMENT

NEW

CONCRETE

IMPROVEMENT

NEW

CONCRETE

IMPROVEMENT

3/16"

1/2" RADIUS

H/4

H

1/2" RADIUS

0" TO 1/2"

1/2" FIBER

EXPANSION

JOINT

MATERIAL

AT FULL

DEPTH

3/4"

/4

FINISHED

GROUND

SURFACE

EXISTING CONCRETE

OR PAVEMENT WHEN

APPLICABLE, SEE PLAN

4"

2"

WIDTH VARIES

CONCRETE

COMPACT 12" OF NATIVE SOIL MATERIAL TO MINIMUM

95% RELATIVE COMPACTION PER ASTM D1557

MATCH1/2" RADIUS

G

C4.0

CONCRETE SIDEWALK

NOT TO SCALE

SECTION A-A

PLAN VIEW

A

A 2 M

IN

M

A X

3'(MIN) - 4'(MAX)

6" 9" 9"

2 EACH 5/8" HOLE

FOR 1/2" REBAR

2"

M

IN

1 2 M

A X

1 2 " 1

2"(MIN)

8"(MAX)

PRECAST CONCRETE

WHEELSTOP

1/2" RADIUS

CORNER (TYP)

1/2"X12" REBAR ANCHOR

EMBEDDED INTO

PAVEMENT

FINISHED

SURFACE

PRECAST CONCRETE

WHEELSTOP

FACE OF CURB OR EDGE OF SIDEWALK

GREEN PARKING

STALL STRIPE

E

C4.0

CONCRETE WHEELSTOP

NOT TO SCALE

5-1/2" AT GATE OPENING

3-1/2"

IN PLANTER AREAS = 2"

IN TURF SOD AREAS = 1/2"

IN TURF SEED AREAS = 0"

CONCRETE

ADJACENT PAVED OR

CONCRETE SURFACE

1/2" RADIUS

VARIES

(SEE PLAN)

I

C4.0

CONCRETE MOWSTRIP

NOT TO SCALE

B

C4.0

ACCESSIBLE DOORWAY ENTRY SIGN

NOT TO SCALE

STANDARD DUTY

SOIL STERILANT

7" AGGREGATE BASE, CLASS 2

3" ASPHALTIC CONCRETE, TYPE B, WITH

1/2" MAX. AGGREGATE IN TOP LIFT AND

3/4" MAX. AGGREGATE IN BASE LIFTS.

ASPHALTIC BASED SEAL COAT, "GUARD

TOP" OR APPROVED EQUAL.

COMPACT 12" OF NATIVE SOIL MATERIAL

TO MINIMUM 95% RELATIVE COMPACTION

PER ASTM D1557

H

C4.0

ASPHALT CONCRETE

PAVEMENT

NOT TO SCALE

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/14/23

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

23-2232

TO 0.47"

9. STRIPING SHALL BE OF CONTRASTING COLOR TO THE BACKGROUND.

SEE NOTE 9

6' -8

TO 0.92"

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-121695

08/17/2023

HB

275.14

RD

ELC

BO

HB

ELCELC

ELC

(B M

5.

W

E P B

E C A

E P A O

N

LY

E V C

H A R G

IN

G

O N

LY

E V

C H A R G

IN

G

P

AR

K

IN

G N O

PB

-1

PB

-2

6'-10"

11'-5"

7'- 1"

9'- 8"

6'-5"

A

F

D

D

D

D

C

E B

G

H

H

H

E1

E2

F1

F2

(K1, K2, K3)

(K1)

(K2-K3

AND C1)

(K3)

(K2-K3)

EVCS-3

EVCS-2

EVCS-1

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

05-02-2023 10

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CMD MADERA

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \c m d M a d e ra

\c o n s tr u c ti o n D o c u m e n t\ p ro d u c ti o n d ra w in g s \C

M D

M a d e ra e l0

.d w g E .0

E le c tr ic a l C o n d u it P la n B

C F .c tb P lo t b y s c h h in a

M a y

:1 a m

Date Signed:

05-02-2023

701 E YOSEMITE AVE., MADERA, CA 93638 PROJECT #: 000000000010897

V1

ELECTRICAL CONDUIT PLAN

E1.0

SCALE IN FEET

0 2.5 5 10

SCALE: 1"=5'

ELECTRICAL KEYNOTES:

CORE DRILL THROUGH EXISTING METAL WALL AND CAULK AND

FOAM BAKER ROD ALL AROUND INSTALLED CONDUIT PER DETAIL

[F/E2.0]

EXISTING PANELBOARD PANEL-A, 240/120V, 200 AMP, 1Ø, 3W, PER

DETAILS [A/E3.0], [B/E3.0] AND [E/E2.0]

FURNISH AND INSTALL 13"x24"x12"D OPEN BOTTOM FLAT WALL PULL

BOX WITH PARKWAY RATED SECURITY BOLTED MARKED

"ELECTRIC" COVER. GROUT SEAL CONDUIT PENETRATIONS AND

SEAL CONDUITS WITH DUCT SEAL OR EQUAL TO PREVENT WATER

ENTRY. SEE DETAIL [B/E2.0]

FURNISH AND INSTALL MAKE READY INSTALLATION WITH STUB &

CAP. CONSTRUCT PER DETAIL [A/E2.0] AND NOTE 10

INSTALL (4) 40A BREAKERS WITHIN EXISTING PANELBOARD PANEL-A

FOR NEW EVCS CHARGERS, SEE DETAIL [B/E3.0] FOR MORE

INFORMATION

REARRANGE EXISTING BREAKERS TO ALLOW FOR PROPOSED EVCS

BREAKERS, SEE DETAIL [B/E3.0] FOR MORE INFORMATION

SEE DETAIL [E/E2.0] FOR THE FURNISHING AND INSTALLATION OF

ABOVE GRADE RGS CONDUIT. SEE CONDUIT SCHEDULE FOR COUNT

AND CONDUIT SIZE

SEE DETAIL [C/E2.0] FOR THE FURNISHING AND INSTALLATION OF

BELOW GRADE PVC CONDUIT. SEE CONDUIT SCHEDULE FOR

COUNT AND CONDUIT SIZE

PROPOSED BTC POWER [MODEL L2P-30-240-15] DUAL CHARGE PORT

STYLE CHARGERS TO BE INSTALLED BY OTHERS. SEE DETAIL

[A/R1.0] AND [C/R1.0] (SHOWN FOR REFERENCE ONLY)

PROPOSED BTC POWER [MODEL L2P-30-240-16] SINGLE CHARGE

PORT STYLE CHARGERS TO BE INSTALLED BY OTHERS. SEE DETAIL

[A/R1.0] AND [D/R1.0] (SHOWN FOR REFERENCE ONLY)

PROPOSED PULL BOX

ELECTRICAL CONDUIT; SIZE AND COUNT AS NOTED

A

B

C

D

E

F

G

H

PB

PROPOSED EV CHARGER

EVCS-#

WALL/PEDESTAL

MOUNT EVCS

SINGLE/DUAL

EVCS

STALL/CHARGE

PORT #

CHARGE PORT

TYPE

1 PEDESTAL SINGLE

EMPLOYEE VAN

ACCESSIBLE

2 PEDESTAL SINGLE

EMPLOYEE STANDARD

ACCESSIBLE

3 PEDESTAL DUAL FLEET STANDARD

E1

E2

F1 F2

ELECTRICAL NOTES:

1. ELECTRICAL UTILITY LINE TO BE PROTECTED IN PLACE WHEN POSSIBLE. IF EXISTING

LINES INTRODUCE EXCESSIVE CONSTRAINTS DURING THE INSTALLATION OF THE

ELECTRICAL EQUIPMENT, REMOVE AND RELOCATE EXISTING LINES AS NEEDED,

USING THE PROPOSED UTILITY TRENCH. IF THE ELECTRICAL LINE CANNOT BE

SALVAGED THE CONTRACTOR MUST LAWFULLY DISPOSE OF THE ELECTRICAL LINE

AND REPLACE WITH LIKE-IN-KIND.

2. ALL ELECTRICAL POWER IN CLOSE PROXIMITY TO THE INSTALLATION OF THE

ELECTRICAL EQUIPMENT MUST BE POWERED OFF PRIOR TO THE START OF

CONSTRUCTION, TO PREVENT ANY ELECTRICAL INJURIES.

3. HAND DIG ALL UTILITIES IN CLOSE PROXIMITY TO THE INSTALLATION OF THE

ELECTRICAL EQUIPMENT TO AVOID DAMAGING ANY UTILITY LINE.

4. SEE SINGLE LINE DIAGRAM ON SHEET E3.0.

5. SEE CONDUIT SCHEDULE FOR WIRE SIZE, CONDUIT FILL AND WIRE TAGS.

6. THE METHODS CONTAINED IN CEC/NEC ARTICLE 250 SHALL BE FOLLOWED TO

COMPLY WITH GROUNDING AND BONDING OF ELECTRICAL SYSTEMS AND

NON-CURRENT CARRYING CONDUCTIVE MATERIALS, ENCLOSURES, OR ITEMS

FORMING PART OF ANY SUCH EQUIPMENT THAT ENCLOSES OR CARRIES

ELECTRICAL CONDUCTOR OR EQUIPMENT THAT IS LIKELY TO BECOME

ENERGIZED. SEE CEC/NEC 250.4(A)(1) THROUGH (5) FOR FURTHER DESCRIPTION.

7. MINIMUM CONDUIT BURIAL DEPTH SHALL BE 24".

8. PER CEC/NEC 110.26 "ACCESS AND WORKING SPACE SHALL BE PROVIDED AND

MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE

OPERATION AND MAINTENANCE OF SUCH EQUIPMENT."

9. CONDUIT BODIES SHALL BE USED AS NEEDED TO MAINTAIN LESS THAN 360° OF

CONDUIT BENDS BETWEEN PULL POINTS.

10. EACH CHARGER SHALL HAVE A 1-1/2" PVC CONDUIT STUBBED AND CAPPED FROM

ITS ADJACENT PULL BOX. THESE CONDUITS SHALL PROVIDE ENTRY INTO THE

EQUIPMENT FOR BOTH POWER AND CAT-6 CABLING.

11. ALL ABOVE GRADE CONDUIT CONSTRUCTION SHALL FOLLOW CEC/NEC 342, 344, 350,

OR 358 FOR RGS CONSTRUCTION.

A

E1.0

CONDUIT SCHEDULE

CONDUIT SCHEDULE

CONDUIT

NUMBER

FROM TO

CONDUCTORS ALL 90°C THWN-2 OR

SIMILAR UNLESS NOTED OTHERWISE

CONDUIT SIZE AND

TYPE

COMMENTS

K1

EXISTING PANELBOARD

PANEL-A

EVCS-3

(4) #8 AWG Cu, (2) #10 AWG Cu GND, TAGGED

(EVCS-3, L1, L2, GROUND)

1 1/2" RGS/SCH. 40 PVC VIA PB-1

K2

EXISTING PANELBOARD

PANEL-A

EVCS-2

(2) #8 AWG Cu, (1) #10 AWG Cu GND, TAGGED

(EVCS-1, L1, L2, GROUND)

1 1/2" RGS/SCH. 40 PVC VIA PB-2

K3

EXISTING PANELBOARD

PANEL-A

EVCS-1

(2) #8 AWG Cu, (1) #10 AWG Cu GND, TAGGED

(EVCS-2, L1, L2, GROUND)

1 1/2" RGS/SCH. 40 PVC VIA PB-2

C1 PB-1 PB-2 (2) CAT6 DATA CONDUIT 1" SCH. 40 PVC

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

06/14/23

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

23-2232

DSA

D E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

DSA

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APP: INC:

REVIEWED FOR

SS FLS ACS

DATE:

02-121695

08/17/2023

EXISTING

PANELBOARD

PANEL-A

EXISTING STRUT

EXISTING BEAM

EXISTING JUNCTION BOX

EXISTING

CONDUITS

(TYP)

EXISTING

CONDUITS

(TYP)

EXISTING

PANELBOARD

PANEL-A

M

IN

BILL OF MATERIALS

REFERENCE

NUMBER

ITEM QUANTITY

1 STYLE LB, 1-1/2" CONDUIT BODY AR

2 #8 CONDUCTOR THWN-2 AR

3 #10 CONDUCTOR GRN INSULATION THWN-2 AR

BRANCH BREAKER, GE, TYPE TEY, 240 VOLT,

40 AMP, 22 KAIC AT 240V, 2 POLE

4 EA

5 1-1/2" SCH. 40 PVC, 18" RADIUS OR EQUAL AR

6 1-1/2" SCH. 40 PVC AR

7 1-1/2" PVC FEMALE ADAPTER OR EQUAL 2 EA

8 1-1/2", GROUND HUB, NEMA 3R OR EQUAL 2 EA

9 1-1/2" RMC CONDUIT AR

10 GALVANIZED STRUT AR

3/8" EXPANSION ANCHOR BOLT WITH 2-3/8"

EMBEDMENT

AR

12 1-1/2" PIPE CLAMP AR

ELEVATION VIEW

SECTION A-A

A

A

EXISTING

ELECTRICAL

EQUIPMENT

SHEETSOF

SHEET NO.

SCALE AS NOTED

DATE:

CH. BY:

DR. BY:

REF. & REV.

CONSULTANT

PROJECT LOCATION:

05-02-2023 10

RF

DHELECTRIC VEHICLE CHARGING STATION INFRASTRUCTURE

CMD MADERA

CALIFORNIA MILITARY DEPARTMENT

D ra w in g P -0

\S it e \c m d M a d e ra

\c o n s tr u c ti o n D o c u m e n t\ p ro d u c ti o n d ra w in g s \C

M D

M a d e ra d t0

.d w g E .0

C o n d u it S e c ti o n s

D e ta ils B

C F .c tb P lo t b y s c h h in a

M a y

:1 a m

Date Signed:

05-02-2023

701 E YOSEMITE AVE., MADERA, CA 93638 PROJECT #: 000000000010897

V1

CONDUIT SECTIONS & DETAILS

E2.0

DUAL AND SINGLE EV CHARGER

DUAL AND SINGLE EV CHARGERDUAL AND SINGLE EV CHARGER

1'-3" 1'-3"

2'-6"

1'-3" 1'-3"

2'-6"

1'-3"1'-3"

2'-6"

PB-2

PB-1

P R

O P O

S E D

P V C

F R O

M D

IS

T R

IB

U

T

IO

N P

A N E L T

O E V C

S C

H A R

G E R

SEE NOTE 5

SEE NOTE 5

PROPOSED 13x24x12D

PULL BOX PER DETAIL

PROPOSED 13x24x12D

PULL BOX PER DETAIL B

E2.0

AA

1'-3"1'-3"

2'-6"

CONCRETE

PAD

FINISHED

GRADE

S E E N

O T E

SCH. 40 PVC COUPLER

SCH. 40 PVC CONDUIT (TYP).

SEE NOTE 4

SCH. 40 PVC

COUPLER

SCH. 40 PVC

CONDUIT

SWEEP, SEE

NOTE 2 AND 4

1'-3"1'-3"

2'-6"

1'-3"1'-3"

2'-6"

RIGID METALLIC

THREADED

CONDUIT

COUPLER (TYP)

RIGID METALLIC

CONDUIT

THREADED PLUG

(TYP)

SCH. 40 PVC

THREADED

MALE

ADAPTER

(TYP)

PROPOSED

13x24x12D PULL BOX

PER DETAIL

PROPOSED

13x24x12D PULL BOX

PER DETAIL

SEE NOTE 5 SEE NOTE 5

RIGID METALLIC

THREADED

CONDUIT

COUPLER (TYP)

SCH. 40 PVC

THREADED

MALE

ADAPTER

(TYP)

SCH. 40 PVC COUPLER

SCH. 40 PVC CONDUIT (TYP).

SEE NOTE 4

SCH. 40 PVC

COUPLER

SCH. 40 PVC

CONDUIT

SWEEP, SEE

NOTE 2 AND 4

(K3) (K2) (K2-K3

AND

C1)

(K1)

(C1)

A

E2.0

MAKE READY INSTALLATION WITH STUB & CAP

NOT TO SCALE

LINETYPE LEGEND:

POWER AND GROUND WIRES FOR

EV CHARGER (SEE ELECTRICAL

CONDUIT PLAN ON SHEET [E1.0]

AND SINGLE LINE DIAGRAM ON

SHEET [E3.0] FOR EXACT WIRE

SIZE)

PULL CORD FOR CAT6 CABLE. BTC

POWER TO INSTALL CAT6 CABLE

DURING EV CHARGER

INSTALLATION

PULL CORD FOR POWER AND

GROUND WIRES. BTC POWER TO

PULL WIRES THROUGH DURING EV

CHARGER INSTALLATION

NOTES:

1. MATERIAL FOR SERVICE CONDUIT SHALL BE LISTED AS ELECTRICAL CONDUIT. ACCEPTABLE MATERIAL SHALL BE PVC RIGID CONDUIT AND WHEN SPECIFIED, IMC OR RIGID

METALLIC CONDUIT TAPED OR COATED FOR DIRECT BURIAL.

2. CONDUIT SWEEP SHALL BE PVC AND HAVE A RADIUS OF 6" (MIN). RADIUS SHALL BE INCREASED WHERE REQUIRED PER NEC CHAPTER 9.

3. MINIMUM CONDUIT COVER REQUIREMENTS SHALL FOLLOW NEC 300.5 UNLESS OTHERWISE SPECIFIED.

4. EXACT CONDUIT TYPE AND SIZE MAY VARY, REFER TO ELECTRICAL CONDUIT SCHEDULE AND PLAN.

5. CONTRACTOR TO LEAVE AN EXCESS OF 15 L.F. OF POWER AND GROUND WIRES TO ENSURE BTC POWER HAS THE REQUIRED LENGTH TO REACH THE PROPOSED EV

CHARGER CONNECTIONS.

SECTION A-A

EMERGEN…