Attachment A - Everett EVSE CIvil and Electrical Design Drawing.pdf

SPEED LIMIT 20 MPH ZZ

CB

RIM= 10.43

D

DMH

RIM= 10.81

MH

CB

RIM= 11.92

DH (FND)

GBDH (FND)

GBDH (FND)

GBDH (FND)

GBDH (FND)

GBDH (FND)

T

TMH

RIM= 13.13

E

EMH

RIM= 12.88

T

MW

CB

RIM= 9.81

D

DMH

RIM= 10.69

THRESHHOLD

= 13.48

FIRE INLINE

POST VALVE THRESHHOLD

= 13.46

WV

MH

CB

RIM= 10.75

THRESHHOLD

= 12.40

MH

THRESHHOLD

= 12.24

THRESHHOLD

= 12.27

D

DMH

RIM= 10.80

THRESHHOLD

= 12.26

THRESHHOLD

= 12.23

THRESHHOLD

= 13.46

BM

BENCHMARK

BM HYDSPIN

ELEV = 16.16

THRESHHOLD

= 13.38

THRESHHOLD

= 13.39

E

T

CB

RIM= 12.90

MH

CB

RIM= 11.88

W

D

D

D

D

D

ID: H0-04-000013

N/F

OWNER ADDRESS: 84 BROADWAY

EVERETT, MA 02149

AREA = 784,241 S.F.

(18.004 ± ACRES)

ID: H0-04-000004

N/F

ADDRESS: PO BOX 182571

COLUMBUS, OH 43218

ID: H0-04-000005

N/F

ADDRESS: 701

WESTERN AV

GLENDALE, CA 91201

ID: H0-04-000003

N/F

OWNER: VIA ATALA REALTY TRUST

ADDRESS: 330 MERRIMAC STREET

NEWBURYPORT, MA 01950

ID: H0-02-000084

N/F

ADDRESS: 3520

PIEDMONT RD NE

ATLANTA, GA 30305

EX

IS

TI

NG

B

UI

LD

IN

G

AR

EA

,4

S

.F

EXISTING BUILDING

AREA = 196,852 ± S.F

12 12

12 14 light post

EXISTING GATE

EXISTING

JERSEY

BARRIERS

EXISTING

SIDEWALK

EXISTING GATE

EXISTING CROSSWALK

Location (not to scale) Map

LOCUS

General Notes:

1. LOT SHOWN IS DESIGNATED AS LOT 2 ON EVERETT ASSESSORS MAP 4

2. ZONING DISTRICT: LOWER BROADWAY (LB) - WATERFRONT MIXED-USE

3. OWNER OF RECORD: - 84 BROADWAY

EVERETT, MA 02149

4. SITE IS PARTIALLY LOCATED IN FEMA FLOOD ZONES X (AREA OF MINIMAL FLOOD HAZARD) AND AE

(ELEVATION 10) AS SHOWN ON FIRM PANEL 25017C 0439F EFFECTIVE ON 7/8/2025.

Date:Scale:Job #

Graphic Scale

Revised:

Drawn By:

Sheet

Professional Seal

Applicant:

copyright: InSite Engineering services

CONSTRUCTION ON THIS LAND IS SUBJECT TO ANY

EASEMENTS, RIGHTS-OF-WAY, RESTRICTIONS,

RESERVATIONS, OR OTHER LIMITATIONS WHICH MAY BE

REVEALED BY AN EXAMINATION OF THE TITLE.

UTILITIES ARE PLOTTED FROM FIELD LOCATION AND

ANY RECORD INFORMATION AVAILABLE, AND SHOULD BE

CONSIDERED APPROXIMATE. OTHER UTILITIES MAY

EXIST WHICH ARE NOT EVIDENT OR FOR WHICH RECORD

INFORMATION WAS NOT AVAILABLE. CONTRACTORS

MUST CONTACT ALL UTILITY COMPANIES BEFORE

EXCAVATING AND DRILLING. ALSO, CALL "DIG-SAFE" AT

1(888)344-7233 {1(888)DIG-SAFE}.

DIG SAFE NOTE:

N I T E Engineering Services, LLC Profess i onal Eng i neers Land Surveyors

I S Precision. Clarity. Certainty.

InSite Professional Complex, Suite 1 1539 Fall River Avenue Seekonk, MA 02771

Phone: (508) 336-4500 Fax: (508) 336-4558 Web Address: InsiteEngineers.com

H

Y D

Legend

BOUND

IRON ROD

DRILL HOLE

RR SPIKE

DRAIN MANHOLE

CATCH BASIN

SEWER MANHOLE

GAS VALVE

UTILITY POLE

HYDRANT

WATER VALVE

WATER SHUTOFF

BOLLARD

MONITORING WELL

LIGHT POLE

EXISTING CONTOURS

WATER LINE

GAS LINE

OVERHEAD WIRES

UNDERGROUND UTILITIES

SEWER MAIN

STONE WALL

WETLANDS

D

S

WV

OS

W

GV

S

W

G

OHW

U U

MW

Existing Conditions

MBTA - Electric Chargers

80 Broadway, Everett Massachusetts 02149

Assessors Map 4, Lot 2

Steve DiRaimo

195 Frances Ave., Building 2, Cranston, RI 02914

25-021 LJG January 14, 2025

Of 4

1" = 30'

1 Inch = 30 Feet

30 3015 60 120

N A D

PAUL D.

CARLSON

CIVIL

NO. 40995

REGIST DE ER

ENGINEER

FORP

CO

MM

ONWEALTHOF MASSACHUS

S

TE T

ES IONALS

I:\

-0

Br oa dw ay

E ve re tt

M A.

Cr ea tiv e\ Ca dd \2

5-

- E

N

GR

B as e

- 0

Fi na l.d w g, /1 4/

1:

:0

AM

CB

RIM= 10.43

D

DMH

RIM= 10.81

MH

CB

RIM= 11.92

GBDH (FND)

GBDH (FND)

T

TMH

RIM= 13.13

E

EMH

RIM= 12.88

T

WV

MH

MH

D

DMH

RIM= 10.80

BM

BENCHMARK

BM HYDSPIN

ELEV = 16.16

E

E

E

T

T

CB

RIM= 12.90

MH

W

W

D

D

ID: H0-04-000013

N/F

OWNER ADDRESS: 84

BROADWAY

EVERETT, MA 02149

AREA = 784,241 S.F.

(18.004 ± ACRES)

ID: H0-04-000004

N/F

ADDRESS: PO BOX 182571

COLUMBUS, OH 43218

ID: H0-04-000005

N/F

ADDRESS: 701

WESTERN AV

GLENDALE, CA 91201

ID: H0-02-000084

N/F

ADDRESS: 3520

PIEDMONT RD NE

ATLANTA, GA 30305

EX

IS

TI

NG

B

UI

LD

IN

G

AR

EA

,4

S

.F

12.0

8.

8.0

39.3

3PH DISTRIBUTION TRANSFORMER SEE

ELECTRICAL PLANS BY OTHERS FOR DETAILS

80V, CHARGEPOINT, EXPRESS 250 DC FAST

CHARGER STATION (X4) SEE ELECTRICAL

PLANS BY OTHERS FOR DETAILS

OUTDOOR ENCLOSURE (X2) SEE ELECTRICAL

PLANS BY OTHERS FOR DETAILS

BOLLARDS (X2) AT EACH HELIOX FLEX 180

CHARGING CABINET - SEE ELECTRICAL PLANS

BY OTHERS FOR DETAILS

BOLLDARDS (X2) AT HELIOX FLEX 250A

DISPENSER - SEE ELECTRICAL PLANS BY

OTHERS FORDETAILS

13.2' X 13.25' OIL

CONTAINMENT CURB

SEE ELECTRICAL PLANS BY OTHERS FOR 7' X

14' SWITCHGEAR MANHOLE DETAILS

7' X 7' CONCRETE PAD SEE ELECTRICAL PLANS

BY OTHERS FOR TRANSFORMER DETAILS

BOLLARDS (X2) AT RELIA GEAR SWITCHBOARD

SEE ELECTRICAL PLANS BY OTHERS FOR

DETAILS

EXISTING

GATE

208V CHARGEPOINT, CPF50 FLEET NETWORKED

CHARGING STATION (X4) SEE ELECTRICAL PLANS BY

OTHERS DETAILS

PROPOSED 8.5" ENCASED CONDUITS (NGRID)

8.5 X 40.5 BUS TYP.

TWO (X2) 105' X 6' WIDE RAISED CONCRETE ISLAND WITH

6" MONOLITH CURB ON EACH SIDE.

EXISTING

GATE

CONCRETE FILLED BOLLARD (TYP.) TO BE

INSTALLED IN FRONT OF ALL CHARGING UNITS

EXISTING CROSSWALK

25' X 6' RAISED CONCRETE ISLAND WITH

6" MONOLITH CURB ON EACH SIDE.

CONCRETE FILLED BOLLARD (TYP.) (X8) TO BE

INSTALLED AROUND ELECTRICAL POWER UNITS

PROPOSED CONDUITS SEE ELECTRICAL PLANS

BY OTHERS FOR DETAILS

RAISED CONCRETE ISLAND WITH

6" MONOLITH CURB. ISLAND TO BE PINNED TO EXISTING

FOUNDATION. SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS

R .00

R2.00

(typ.

E

E

CONCRETE FILLED BOLLARD (TYP.) TO BE

INSTALLED PER ENERGY COMPANY REQUIREMENTS

Location (not to scale) Map

LOCUS

Date:Scale:Job #

Graphic Scale

Revised:

Drawn By:

Sheet

Professional Seal

Applicant:

copyright: InSite Engineering services

N I T E Engineering Services, LLC Profess i onal Eng i neers Land Surveyors

I S Precision. Clarity. Certainty.

InSite Professional Complex, Suite 1 1539 Fall River Avenue Seekonk, MA 02771

Phone: (508) 336-4500 Fax: (508) 336-4558 Web Address: InsiteEngineers.com

Site Plan

MBTA - Electric Chargers

80 Broadway, Everett Massachusetts, 02149

Assessors Map 4, Lot 2

Steve DiRaimo

195 Frances Ave, Building 2, Cranston, RI 02914

25-021 LJG January 14, 2025

Of 4

1" = 20'

1 Inch = 20'

20 2010 40 80

N A D

General Notes:

1. LOT SHOWN IS DESIGNATED AS LOT 2 ON EVERETT ASSESSORS MAP 4

2. ZONING DISTRICT: LOWER BROADWAY (LB) - WATERFRONT MIXED-USE

3. OWNER OF RECORD: - 84 BROADWAY

EVERETT, MA 02149

4. SITE IS PARTIALLY LOCATED IN FEMA FLOOD ZONES X (AREA OF MINIMAL FLOOD HAZARD) AND AE

(ELEVATION 10) AS SHOWN ON FIRM PANEL 25017C 0439F EFFECTIVE ON 7/8/2025.

PAUL D.

CARLSON

CIVIL

NO. 40995

REGIST DE ER

ENGINEER

FORP

CO

MM

ONWEALTHOF MASSACHUS

S

TE T

ES IONALS

I:\

-0

Br oa dw ay

E ve re tt

M A.

Cr ea tiv e\ Ca dd \2

5-

- E

N

GR

B as e

- 0

Fi na l.d w g, /1 4/

1:

:0

MH

E

EMH

RIM= 12.88

T

WV

MH

MH

BM

BENCHMARK

BM HYDSPIN

ELEV = 16.16

E

E

E

MH

W

D

D

CITY-BUS - City Transit Bus

CITY

-BUS

- Cit y Tra nsit

Bus

CITY-

BUS

- Cit y Tra nsit Bus

ID: H0-04-000004

N/F

ADDRESS: PO BOX 182571

COLUMBUS, OH 43218

39.3 light post

8.5 X 40.5 BUS TYP.

EXISTING CROSSWALK

A-BUS - Articulated BusA-BUS - Articulated Bus

R .00

R2.00

(typ.

E

E

Location (not to scale) Map

LOCUS

Date:Scale:Job #

Graphic Scale

Revised:

Drawn By:

Sheet

Professional Seal

Applicant:

copyright: InSite Engineering services

N I T E Engineering Services, LLC Profess i onal Eng i neers Land Surveyors

I S Precision. Clarity. Certainty.

InSite Professional Complex, Suite 1 1539 Fall River Avenue Seekonk, MA 02771

Phone: (508) 336-4500 Fax: (508) 336-4558 Web Address: InsiteEngineers.com

40' & 60' CityTransit Bus - Vehicle Tracking

MBTA - Electric Chargers

80 Broadway, Everett Massachusetts, 02149

Assessors Map 4, Lot 2

Steve DiRaimo

195 Frances Ave, Building 2, Cranston, RI 02914

25-021 LJG January 14, 2025

Of 4

1" = 20'

1 Inch = 20'

20 2010 40 80

N A D

General Notes:

1. LOT SHOWN IS DESIGNATED AS LOT 2 ON EVERETT ASSESSORS MAP 4

2. ZONING DISTRICT: LOWER BROADWAY (LB) - WATERFRONT MIXED-USE

3. OWNER OF RECORD: - 84 BROADWAY

EVERETT, MA 02149

4. SITE IS PARTIALLY LOCATED IN FEMA FLOOD ZONES X (AREA OF MINIMAL FLOOD HAZARD) AND AE

(ELEVATION 10) AS SHOWN ON FIRM PANEL 25017C 0439F EFFECTIVE ON 7/8/2025.

PAUL D.

CARLSON

CIVIL

NO. 40995

REGIST DE ER

ENGINEER

FORP

CO

MM

ONWEALTHOF MASSACHUS

S

TE T

ES IONALS

I:\

-0

Br oa dw ay

E ve re tt

M A.

Cr ea tiv e\ Ca dd \2

5-

- E

N

GR

B as e

- 0

Fi na l.d w g, /1 4/

1:

:0

Date:Scale:Job #

Revised:

Drawn By:

Sheet

Professional Seal

Applicant:

copyright: InSite Engineering services

N I T E Engineering Services, LLC Profess i onal Eng i neers Land Surveyors

I S Precision. Clarity. Certainty.

InSite Professional Complex, Suite 1 1539 Fall River Avenue Seekonk, MA 02771

Phone: (508) 336-4500 Fax: (508) 336-4558 Web Address: InsiteEngineers.com

Detail Sheet

MBTA - Electric Chargers

80 Broadway, Everett Massachusetts, 02149

Assessors Map 4, Lot 2

Steve DiRaimo

195 Frances Ave, Building 2, Cranston, RI 02914

25-021 N.T.S. LJG January 14, 2025

Of 4

Notes:

1. GRAVEL BORROW SHALL CONFORM TO

RIDOT STD. SPECIFICATION MATERIALS

SECTION

2. PROCESSED GRAVEL FOR SUBBASE

COURSE SHALL CONFORM TO RIDOT STD.

SPECIFICATION MATERIALS SECTION

3. MACHINE APPLIED TACK COAT SHALL BE

APPLIED ON TOP OF BINDER COURSE

BEFORE FINAL PAVEMENT. TACK COAT

SHALL CONFORM TO RIDOT. STD.

SPECIFICATIONS MATERIALS SECTION

Bituminous Concrete

Pavement Detail

NOT TO SCALE

2" CLASS I BITUMINOUS CONCRETE

TYPE I-1 TOP COURSE

TACK COAT (SEE NOTE #3)

2" CLASS I BITUMINOUS CONCRETE

BINDER COURSE TYPE I-1 TOP COURSE

4" PROCESSED GRAVEL

SUBBASE (SEE NOTE #2)

4" GRAVEL BORROW

(SEE NOTE #1)

COMPACT

SUBGRADE

Notes:

1. DIMENSIONS VARY

2. SURFACE OF PAD TO MATCH ADJACENT BITUMINOUS SURFACE.

3. CEMENT CONCRETE SHALL ATTAIN A COMPRESSIVE STRENGTH OF

3,000 P.S.I. (28 DAYS).

4. FOR LOCATION OF PADS SEE LAYOUT PLAN.

5. FILLING OF THE SITE SHOULD BE ACCOMPLISHED WITH STRUCTURAL

FILL

Cement Concrete Pad

NOT TO SCALE

12"

LENGTH AND WIDTH VARY WITH

EQUIPMENT TO BE INSTALLED

#4 @ 12" O.C.

(BOTH WAYS)

(2" COVER MIN.)

CEMENT

CONCRETE

8"

FINISH GRADE

12" COMPACTED

GRAVEL BORROW

COMPACTED

SUBGRADE OR

STRUCTURAL FILL

3/4" CHAMFER

1'-6"

6"

3'-6"

4'-0"

SLOPE CONCRETE

CAP

8" I.D. STEEL PIPE

FILLED WITH CONCRETE

CONCRETE

FOOTING

NOT TO SCALE

Concrete Filled Bollard Detail

FINISH GRADE

PAUL D.

CARLSON

CIVIL

NO. 40995

REGIST DE ER

ENGINEER

FORP

CO

MM

ONWEALTHOF MASSACHUS

S

TE T

ES IONALS

I:\

-0

Br oa dw ay

E ve re tt

M A.

Cr ea tiv e\ Ca dd \2

5-

- E

N

GR

B as e

- 0

Fi na l.d w g, /1 4/

1:

:0

NOT TO SCALE

BURIED CONDUIT DETAIL6

EXISTING GRADE,

ASPHALT, OR GRASS

CLEAR SAND

FINE SELECTED

BACK FILL

NEW ASPHALT OR LOAM &

GRASS TO MATCH EXISTING

CONTINUOUS YELLOW

WARNING TAPE

CONDUIT

4 BOLLARD PLACEMENT DETAIL

NOT TO SCALE

NOTES:

1. 6' MINIMUM CLEARANCE FROM FRONT OF PAD.

2. 10' MINIMUM CLEAR SPACE FROM FRONT OF PAD.

3. UTILITY COMPANY DISTRIBUTION DESIGN/PLANNING SHALL DESIGNATE THE NUMBER AND LOCATION OF

BOLLARDS BY MARKING THE BOLLARDS OF THIS DRAWING AS FOLLOWS:

4. BOLLARDS SHALL BE SUPPORTED BY A 12" MINIMUM DIAMETER CONCRETE FOOTING 6" BELOW GRADE TO

BASE OF BOLLARD.

5. THE NUMBER, TYPE (GALVANIZED OR STEEL) AND LOCATIONS OF BOLLARDS SHALL BE DETERMINED BY

UTILITY COMPANY, TAKING INTO ACCOUNT PROXIMITY TO TRAFFIC AND TO BUILDINGS AS WELL AS OTHER BARRIERS TO TRAFFIC. SUGGESTED BOLLARD LOCATIONS AND DIMENSIONS ARE SHOWN. THE LOCATION OF

BOLLARDS SHALL NOT IMPEDE A DOOR OPENING OF 100 DEGREES.

6. ALL TRENCHING, REINFORCING, CONCRETE WORK, BACKFILLING, GRADING, AND SURFACING SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

7. DETAIL IS SHOWN FOR BIDDING AND COORDINATION PURPOSES. CONFORM TO UTILITY COMPANY DETAILS.

REFER TO TYPICAL PROTECTIVE

BOLLARD DETAIL (TYP.)

28"

28"

NO

TE

NO

TE

TRANSFORMER

PAD

RESERVED FOR

RADIATORS

RESERVED

FOR

RADIATORS

RESERVED

FOR

RADIATORS

(FRONT OF TRANSFORMER)

3 TYPICAL DUCTBANK CONSTRUCTION DETAIL

NOT TO SCALE

PVC CONDUIT

INTERMEDIATE SPACER

BASE SPACER

TYPICAL SPACER DETAILS TYPICAL CONCRETE ENVELOPE

3" 3" 3"

3" 3"

SPACER NOTES:

1. ALL BASE AND INTERMEDIATE SPACERS

TO BE INTERLOCKING TYPE.

2. ALL SPACERS TO MAINTAIN 3" SPACE

WITH 4' DUCTS.

3. ALL SPACERS TO BE CONSTRUCTED OF

HIGH IMPACT PVC.

4. ALL SPACERS TO BE INSTALLED AT 5'-0"

ON CENTERS ALONG ENTIRE RUN. GAS PIPE

ELECTRIC/

TELECOMMUNICATIONS

PIPE

18"

CONCRETE

HIGH IMPACT PVC

5'-0" ON CENTER

WIDTH AS

REQUIRED 12" MIN.

WIDTH AS

REQUIRED

FINISHED GRADE

30" MIN.

34" MIN.

LOW VOLTAGE

CONDUIT

SPACER (TYP)

CONCRETE ENCASEMENT,

3" MIN. ON ALL SIDES

ELECTRICAL PRIMARY OR

SECONDARY CONDUIT

6" OF SAND, BACK

FILL ALL SIDES

WARNING TAPE 12"

MIN. BELOW GRADE,

ABOVE ENTIRE

DUCTBANK RUN (TYP.)

GENERAL NOTES:

1. ALL CONDUITS ARE PVC, SIZE PER THIS DETAIL AND "DUCT SCHEDULE".

2. ALL DIMENSIONS ARE MINIMUM.

3. ALL DESCRIPTIONS ARE TYPICAL FOR THIS DIAGRAM.

4. CONDUIT DUCTBANK CROSS SECTION IS SUBJECT TO APPROVAL BY UTILITIES COMPANY, PRIOR TO CONSTRUCTION.

5. DUCTBANK TRENCH MUST BE COORDINATED, INSPECTED, AND APPROVED WITH THE UTILITY COMPANIES REQUIREMENTS, PRIOR TO INSTALLATION AND PRIOR TO BACKFILL.

6. ALL TRENCHING, CONCRETE WORK, BACKFILLING, GRADING, AND RESURFACING SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

7. THE MINIMUM SIZE CONDUIT SHALL BE 2" SCHEDULE 40 PVC. ALL SWEEPS AT FOUNDATIONS AND RISERS SHALL HAVE A MINIMUM RADIUS OF THIRTY-SIX INCHES. THE RISER SWEEP SHALL BE GALVANIZED STEEL. THE ELECTRICAL

CONTRACTOR SHALL INSTALL BELL ENDS ON THE CONDUITS. THE ELECTRICAL CONTRACTOR SHALL INSTALL CONDUIT PLUGS AND NYLON PULL LINES IN ALL UNUSED CONDUITS. AT THE RISE POLE, THE GALVANIZED RIGID STEEL SWEEPS AND RIGID ADAPTORS SHALL NOT BE ENCASED IN CONCRETE. THE ELECTRICAL CONTRACTOR SHALL INSTALL GALVANIZED STEEL CONDUIT UP THE POLE PER UTILITY COMPANIES REQUIREMENTS, INCLUDING CONDUIT GROUND STRAPS, (UNLESS OTHERWISE DIRECTED BY UTILITY COMPANIES REPRESENTATIVE). UTILITY COMPANIES WILL SPECIFY ON WHICH QUARTER OF THE POLE THE RISER SHALL BE INSTALLED, USUALLY AWAY FROM ONCOMING TRAFFIC.

8. EXCEPT AS NOTED ON CONSTRUCTION DOCUMENTS, CURVES AND BENDS IN CONDUIT SHALL BE GRADUAL, AND THE RADIUS OF CURVATURE SHALL NOT BE LESS THAN FORTY FEET. ALL CURVES SHALL BE FORMED WITH 5-DEGREE COUPLINGS. THE MINIMUM LENGTH BETWEEN SINGLE, 5-DEGREE COUPLINGS IS 42". HEAT BENDING IS NOT ALLOWED.

9. PITCH OF DUCTS SHALL BE SUCH AS TO CAUSE ALL DUCTS TO DRAIN TOWARD ONE OR BOTH EQUIPMENT FOUNDATIONS OR PULLBOXES. MINIMUM PITCH SHALL BE THREE INCHES PER ONE HUNDRED FEET.

10. THE ELECTRICAL CONTRACTOR SHALL INSURE THAT CLEARANCES ARE MET AND MAINTAINED, AND THAT THEY ARE INSPECTED BY THE UTILITY COMPANY. UNLESS LOCAL JURISDICTIONS REQUIRE GREATER CLEARANCES, THE MINIMUM

CLEARANCES SHALL BE AS FOLLOWS:

A. TELECOMMUNICATION SYSTEMS - ELECTRIC UTILITY CONDUIT SHALL NOT BE DIRECTLY ABOVE OR BELOW TELECOMMUNICATION CONDUIT, EXCEPT WHEN CROSSING BELOW COMMUNICATION CONDUIT AT APPROXIMATELY RIGHT

ANGLES. THE ELECTRIC UTILITY CONDUIT AND TELECOMMUNICATION CONDUIT SHALL BE SEPARATED B A MINIMUM OF 3" OF CONCRETE ENCASEMENT.

B. WATER, GAS, SEWER - ELECTRIC UTILITY CONDUIT SHALL NOT BE DIRECTLY ABOVE OR BELOW THESE UTILITIES EXCEPT WHEN CROSSING ABOVE THESE UTILITIES AT APPROXIMATELY RIGHT ANGLES. WHERE THE PATHS OF THESE

UTILITIES CROSS UNDER ELECTRIC UTILITY CONDUITS AT RIGHT ANGLES, THE MINIMUM SEPARATION IS 12". A MINIMUM SEPARATION OF 18" SHALL BE MAINTAINED BETWEEN PARALLEL PLACEMENT OF ANY OF THESE UTILITIES

AND ELECTRICAL CONDUIT.

11. A 6-INCH CLEARANCE SHALL BE BETWEEN CONDUIT ENVELOPES AND MAJOR SUBSURFACE PIPES.

12. THE ELECTRICAL CONTRACTOR SHALL MANDREL ALL PRIMARY CONDUITS TO ENSURE THEIR INTEGRITY BEFORE THE UTILITY COMPANY'S ATTEMPT TO PULL CABLES. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL AN

APPROVED 2,500 POUND TEST MULE ROPE IN EACH CONDUIT RUN INCLUDING RISERS AND SPARES. PULL LINE INSTALLATION AND MANDRELING OF THE DUCTS SHALL BE WITNESSED BY A UTILITY REPRESENTATIVE.

13. ELECTRIC UTILITY DUCT BANK SHALL NOT SHARE A CONCRETE ENCASEMENT WITH FOREIGN UTILITIES.

14. DETAIL IS SHOWN FOR BIDDING AND COORDINATION PURPOSES. CONFORM TO UTILITY COMPANY DETAILS.

15. ALL TRENCHING, REINFORCING, CONCRETE WORK, BACKFILLING, GRADING, AND SURFACING SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

NOTE:

1. CONFORM TO ALL UTILITY COMPANY STANDARDS.

CONCRETE

12" MIN

GRADE

4' -0

" M

IN

5' -0

9' -0

" M

IN

6" GALVANIZED PIPE FILLED WITH

CONCRETE & PROVIDED WITH

NON-METALLIC PROTECTIVE SLEEVE

(IDEALSHIELD #BPD-YL-06-52-S)

NOT TO SCALE

TYPICAL PROTECTIVE BOLLARD DETAIL2

6"

NOT TO SCALE

TYPICAL UNDERGROUND CONDUIT DETAIL1

GRADE

RGS, IMC,

OR EMT

1/2 LAP ALL UNDERGROUND

STEEL CONDUIT TO 6" ABOVE

GRADE. USE PVC TAPE.

RIGID STEEL

CONDUIT

RISER (TYP.)

PVC CONDUIT; UNDERGROUND

CONDUIT SHALL BE 1" MIN

RIGID STEEL ELBOW, TYPICAL.

6" MIN (TYP.)

4"

1"

12"25"8"12" SQ.

83"

GROUND ROD; 3/4" x 8'-0"

GALVANIZED STEEL (TYP. OF 2)

PLAN

SECTION A-A

12" COMPACTED GRAVEL

2" WETTED SAND

CONCRETE SLAB, 3/4"

CHAMFER ALL AROUND

#4 REINFORCING RODS BOTH WAYS

10 CONDUITS (MAX)

SECONDARY

PRIMARY

INSTALL #1/0, 7 STRAND BARE

COPPER WIRE LOOP 1'-0" BELOW

GRADE BRING INTO PRIMARY AND

SECONDARY COMPARTMENTS AND

LEAVE THREE FEET OF SLACK IN EACH.

NOTES

1. MANDRELL COMPLETED DUCTS BY PULLING TROUGH AND APPROVED FLEXIBLE MANDRELL NO LESS THAN

4" SMALLER IN DIAMETER THAN THE DUCT NOMINAL INSIDE DIAMETER.

2. APPROVED 2500 LB PULLING TAPE SHALL BE LEFT IN ALL DUCTS INCLUDING LATERALS.

3. COMPANY INSPECTORS SHALL PERFORM ON SITE INSPECTION OF INSTALLATION AFTER DUCT SECTION ARE

COMPLETED AND PRIOR TO POURING CONCRETE OR BACKFILLING ANY PORTION OF THE INSTALLATION.

4. PROVIDE TRANSFORMER PHYSICAL PROTECTION VIA 4" CONCRETE FILLED BOLLARDS 5' ABOVE GRADE, 4'

BELOW GRADE TYPICAL FOR EIGHT(8). LOCATE IN ACCORDANCE WITH UTILITY COMPANY STANDARDS.

GROUND CLAMP AND BUSHINGS

TYPICAL FOR EACH CONDUIT

A

10 TRANSFORMER PAD (750-2500KVA) DETAIL

NOT TO SCALE

12" 12"

8"

FRONT ACCES

A

FINISHED GRADE

36" RADIUS

THIS DETAIL IS FOR BIDDING PURPOSES ONLY.

CONFORM TO POWER COMPANY DETAILS.

1. REFER TO "TYPICAL DUCTBANK CONSTRUCTION DETAIL".

2. REFER TO "DUCT SCHEDULE".

NOTES:

NOT TO SCALE

DUCT SECTION "B-B"5

TYPICAL CONDUIT

CLEAR SAND

ES1ES1

ES1

ES1

1. REFER TO "TYPICAL DUCTBANK CONSTRUCTION DETAIL".

2. REFER TO "DUCT SCHEDULE".

NOTES:

ES1

ES1

1. REFER TO "TYPICAL DUCTBANK CONSTRUCTION DETAIL".

2. REFER TO "DUCT SCHEDULE".

NOTES:

TYPICAL CONDUIT

EP1 EP1 CONCRETE ENCASEMENT

NOT TO SCALE

DUCT SECTION "A-A"7

ES1ES1

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Scale: AS NOTED

Date:

Status:

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SITE PLAN DETAILS -

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CONTRUCTION

DOCUMENTS

TYPICAL CONDUIT

EF1 CLEAR SAND

ESS

4-17-2025

EP1 EP1

1. REFER TO "TYPICAL DUCTBANK CONSTRUCTION DETAIL".

2. REFER TO "DUCT SCHEDULE".

NOTES:

TYPICAL CONDUIT

EP2 EPS CONCRETE ENCASEMENT

NOT TO SCALE

DUCT SECTION "D-D"8

DUCT SECTION "C-C"9

POWER ONE-LINE DIAGRAM

SWITCHBOARD

MSB4-EV

3000A, 100% RATED

LSIG/A WITH ARC

FAULT MAINT.

REDUCTION SWITCH

AL. BUSSING

EV

CHARGER

(TYP. FOR 4)

(TYP. FOR 4)

5(TYP.)

C44 (OMIT GROUND)2-4"C. ENCASED

IN CONCRETE FROM

PROPERTY LINE

T M

N G

WP

EXISTING

NGRID

MV MANHOLE

SPD H

WP

3000A SWITCHBOARD

480/277V, 3Φ, 4W

CU. BUSSING, 65KAIC

500KCMIL

(CU.)

DIST. SECTION

(CBS WITH LOCKS)

C15

T112.5

SPD L

EVP2

400A MCB

120/208V

3Φ, 4W

(CBS WITH

LOCKS)

WP FAST

CHARGER

(TYP. FOR 4)

HELIOX

CHARGING

CABINET

CONDUIT BY NGRID TO

PROPERTY LINE. ALL MV

CABLING BY NGRID.

CL20

(TYP.)

C23

1 11 (TYP.)

400A-3P, 480V, 65KAIC, NEMA 1

(2#6 (PORT #1) AND 2#6 (PORT #2)

WITH 1#10G. ALL IN 1.5"C. VIA

TWO (2) 50A-2P CIRCUIT BREAKERS)

(TYP. FOR 4)

C9

TYPICAL

HELIOX

DC DISPENSER

2#500KCMIL & 1#500KCMIL G.

(CU., 1000V RATED, XHHW)

IN 3"C. (TYPICAL)

13200A-3P, 480V, 65KAIC, NEMA 1

SEE OUTDOOR NEMA 3R RATED

ENCLOSURE DETAIL ON DRAWING E0.1

C15

SPLICE BOX

C9

C15

100A-3P, 480V, 65KAIC, NEMA 1

WP

WP

(TYP. FOR 2)

(TYP. FOR 2)

KEYED SHEET NOTES

PROVIDE BOLLARD PROTECTION FOR ELECTRICAL EQUIPMENT AND EV CHARGING

EQUIPMENT AS REQUIRED.

HELIOX FLEX 180KW, 480V, 3 PHASE, SERVING UP TO 3 DISPENSERS.

CONCRETE EQUIPMENT PAD

3/4" X 10'-0" COPPER-WELD GROUND ROD, TYPICAL.

PROVIDE CADWELD, TYPICAL.

1#3/0 (CU) G. GROUNDING ELECTRODE CONDUCTOR, TYPICAL.

PROVIDE LARGE PAD TO ACCOMMODATE UP TO 2500KVA PAD MOUNTED

TRANSFORMER.

FAST CHARGER, CHARGEPOINT CP250 SINGLE PORT, 480V, 3-PHASE, 80 INPUT AMPS.

EV CHARGER, CHARGEPOINT CPF50 DUAL PORT, SELECTABLE, 208V, 1-PHASE, 48A PER

PORT.

UP TO THREE PER HELIOX FLEX 180KW CHARGING CABINET. SEE SITE PLAN FOR

QUANTITY AND LAYOUT.

PROVIDE WEATHERPROOF INSTALLATION.

1#1/0(CU.)G. GROUNDING ELECTRODE CONDUCTOR, TYPICAL.

PROVIDE ADDITIONAL COMMUNICATION CONDUITS, IF REQUIRED BY THE

MANUFACTURER.

PROVIDE ALL SEPERATELY ENCLOSED CIRCUIT BREAKERS WITH LOCKING PROVISIONS.

PROVIDE ADDITIONAL 4" CONDUITS BEYOND SWITCHBOARD CONCRETE PAD TO

MAX-OUT SWITCHBOARD STUB-UP SPACE FOR FUTURE USE.

GFCI RECEPTACLE WIRED VIA 2#12, 1#12G., 3/4"C TO 20A-1P CB.

ONE (1) 1.5''C. SPARE CONDUITS FOR FUTURE LEVEL 2 EV CHARGERS.

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Drawing No:

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Checked By: SC

Scale: AS NOTED

Date:

Status:

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ELECTRICAL RISER DIAGRAM

AND SCHEDULES -

BROADWAY, EVERETT, MA

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CONSTRUCTION

DOCUMENTS

DRY TYPE TRANSFORMER SCHEDULE (NEMA PREMIUM EFFICIENCY) (COPPER FEEDERS)

1. BOND NEUTRAL OF TRANSFORMER SECONDARY TO THE TRANSFORMER ENCLOSURE WITH SYSTEM BONDING JUMPER. THE GROUNDING CONDUCTOR IN THE 120/208V FEEDER IS A SUPPLY SIDE

BONDING JUMPER, SIZED PER NEC 250.102(C)(1).

2. GROUND THE SECONDARY NEUTRAL OF THE TRANSFORMER TO THE NEAREST AVAILABLE EFFECTIVELY GROUNDED WATER PIPE, STRUCTURAL STEEL AND/OR DRIVEN GROUND ROD IN

ACCORDANCE WITH NEC 250.30 FOR SEPARATELY DERIVED SYSTEMS.

3. CONDUCTOR SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE 310.16 WITH NO GREATER THAN THREE CURRENT CARRYING CONDUCTORS PER RACEWAY IN AN AMBIENT NOT TO

EXCEED 30 DEGREES C.

4. RACEWAY SIZES ARE THE MINIMUM ALLOWED BASED UPON NEC TABLE C1 FOR THHN/THWN CONDUCTORS IN EMT, FLEXIBLE METAL CONDUIT OT LIQUIDTIGHT.

5. SECONDARY OVERCURRENT PROTECTION SHALL BE LOCATED WITHIN TEN (10) FEET OF THE TRANSFORMER SECONDARY TERMINALS EITHER IN A PANELBOARD (MAIN BREAKER) OR IN AN

INDIVIDUALLY MOUNTED CIRCUIT BREAKER.

SIZE KVA PRIMARY

AMPS

SECONDARY

AMPS

480 VOLT

OVERCURRENT

208 VOLT

OVERCURRENT 480Y/277 VOLT FEEDER (CU.) 208Y/120 VOLT FEEDER (CU.) GROUNDING

(SEE NOTE 2)

NOTES:

T112.5

T75

T45

T30

T15

112.5

42 30-3P

50-3P

80-3P

125-3P

200-3P 400-3P

225-3P

150-3P

100-3P

50-3P

3#3/0 & 1#6G. - 2"C.

3#1 & 1#6G. - 1.5"C.

3#3 & 1#8G. - 1.25"C.

3#6 & 1#10G. - 1"C.

3#10 & 1#10G. - 3/4"C.

4#600 KCMIL & 1#1/0G. - 4"C.

4#4/0 & 1#2G. - 2.5"C.

4#1/0 & 1#6G. - 2"C.

4#1 & 1#6G. - 1.5"C.

4#6 & 1#8G. - 1"C.

1#1/0 - 3/4"C.

1#2 - 3/4"C.

1#6 - 3/4"C.

1#6 - 3/4"C.

1#8 - 3/4"C.

500T500 602 1390 800-3P 1600-3P 2 SETS (3#600 KCMIL & 1#1/0G. - (1) 3.5"C.) 4 SETS (4#600 KCMIL & 1#300 KCMIL G. - (1) 4"C.) 1#300 kCMIL - 1"C.

T300

T225

T150

417 250-3P

400-3P

500-3P 1000-3P

800-3P

500-3P

2 SETS (3#250 KCMIL & 1#2G. - (1) 2.5"C.)

3#600 KCMIL & 1#3G. - 3.5"C.

3#250 KCMIL & 1#4G. - 2.5"C.

3 SETS (4#400 KCMIL & 1#3/0G. - (1) 3"C.)

2 SETS (4#250 KCMIL & 1#1/0G. - (1) 3"C.)

1#3/0 - 3/4"C.

1#3/0 - 3/4"C.

1#1/0 - 3/4"C.

T750 750 904 2083 1200-3P 2500-3P 3 SETS (3#600 KCMIL & 1#3/0G. - (1) 3.5"C.) 6 SETS (4#600 KCMIL & 1#500 KCMIL G. - (1) 4"C.)

2 SETS (4#600 KCMIL & 1#3/0G. - (1) 4"C.)

1#500 kCMIL - 1 1/4"C.

DESIGNATION NOTES

PHASE

LOCATION

BUS

AMPS

MAIN

VOLTAGE

ELECTRICAL CHARACTERISTICS

MCB MLO

WIRE

TOTAL

POLES

BRANCH CIRCUIT BREAKERS

15 20 25 30 35 40 45

1 POLE

15 20 25 30 35 40 45

2 POLE

50 60 50 60 15 20 25 30 35 40 45

3 POLE

80100

200%

NEUTRAL

BUS

ISOLATED

GROUND

BUSAIC

FEED

THRU

LUGS

SURGE

PROTECTIVE

DEVICE

MTG.

BRANCH CIRCUIT PANELS SCHEDULE

NOTES:

1. NOTE 3 APPLY TO ALL PANELBOARDS.

2. PROVIDE WITH LUGS TO ACCOMMODATE CONDUCTOR SIZES AS IDENTIFIED ON THE RISER DIAGRAM FOR SUPPLY AND ALL LOADS. (THIS NOTE APPLICABLE TO ALL TERMINATIONS.)

3. PANEL SHALL BE FULLY RATED UNLESS NOTE 4 REFERENCED IN THE NOTES SECTION.

NOTES 4-8 ARE OPTIONS WHICH SHALL BE SPECIFICALLY INDICATED IN NOTES SECTION FOR INCLUSION:

4. INTERRUPTING CAPABILITY BY UL LISTED SERIES RATED SYSTEM. PROVIDE NAMEPLATES IN ACCORDANCE WITH NEC REQUIREMENTS IDENTIFYING SERIES RATING APPLICATION.

5. BRANCH GROUND FAULT CIRCUIT INTERRUPTER BREAKER RATED FOR 4-6 ma FOR PERSONAL PROTECTION; QTY. AND RATING IN PARENTHESIS. I.E.: 7 (4-20/1)

6. BRANCH GROUND FAULT EARTH LEAKAGE BREAKER RATED FOR 30 ma FOR EQUIPMENT PROTECTION; QTY. AND RATING IN PARENTHESIS. I.E.: 8 (2-30/1)

7. BRANCH ARC FAULT CIRCUIT INTERRUPTER BREAKER; QTY. AND RATING IN PARENTHESIS. I.E.: 10 (8-20/1)

8. PROVIDE SPD EXPOSURE LEVEL OF 80KA

9. PROVIDE CIRCUIT BREAKER LOCKS ON BRANCH 2-POLE CIRCUIT BREAKERS.

- 120/208SURFACE 400 400 YESNO22K NONO43 24 1- - - - - - - 8,9--EVP2 - - -- --- -- 8- - --- - -BLDG MOUNTED

SURGE SUPPRESSION

DEVICE EXPOSURE LEVEL INTERNAL EXTERNAL MANUFACTURER MODEL NUMBER

LOW - 80KA

SURGE PROTECTION LEGEND

EATONX

NOTES:

1. MANUFACTURER OF SPD DEVICE SHALL MATCH THE SWITCHBOARD AND PANELBOARD MANUFACTURER.

2. PROVIDE 4#6+1#10G IN 1"C. VIA 60A-3P TO EACH SPD.

3. EXTERNAL SPD'S MAY BE INTERNAL TYPE, ONLY IF POLE SPACE IS NOT SACRIFICED.

4. EXACT LOCATION SHALL BE DETERMINED IN THE FIELD. PROVIDE WORKING CLEARANCES IN ACCORDANCE

WITH THE NEC.

-MEDIUM - 160KA EATONX

-HIGH - 250KA EATONX

SPD-80-2-K

SPD-120-2-K

SPD-250-2-KH

M

L

SPD

SPD

SPD

4-17-2025

SWITCHGEAR BOLLARD PLACEMENT DETAIL4

NOT TO SCALE

SWITCHGEAR MANHOLE DETAILS3

6"

6"

1" MIN.

CONC.

SHIPLAP JOINT

BOTTOM HALF OF

PRECAST MANHOLE

3/4 " CROSBY U-BOLT

CLAMP

REINFORCING BARS

(2 REQUIRED)

3" DIA.

6"COVER WITH TAR

GALV. FLAT WASHER

3" DIA. X 1/8 " WITH

1-3/8" DIA. HOLE

1" GALV. PULL EYE

(25,000 LB. BREAKING

STRENGTH)

GALV. FLAT PLATE 6" SQ

X 3/8 " WITH 1-1/8" DIA.

HOLE

GALV. FLAT WASHER 3"

DIA. X 1/8 " WITH 1-3/8"

DIA. HOLE

(2) 1" X 8 GALV. HEX.

NUT

4/0

BARE

COPPER

WIRE

DETAIL "Y"

(8 REQUIRED)

DETAIL "Z"

DETAIL A

DETAIL B

GRADE

GROUND GRID 4/0 CU BARE,

19 STRAND SOFT DRAWN

8' GROUND ROD

GROUND CLAMP. PROVIDE THOMAS & BETTS

SINGLE CONDUCTOR GROUND CLAMP SIZED

FOR 4/0 CONDUCTOR, OR APPROVED EQUAL

'C' TYPE COMPRESSION CONNECTOR. PROVIDE

THOMAS & BETTS COPPER C-TAP RATED FOR

4/0 CABLE, OR APPROVED EQUAL.

4/0 CU BARE, 19 STRAND SOFT DRAWN

NOTE: CONTRACTOR SHALL PROVIDE

GROUNDING PER NATIONAL GRID STANDARDS.

CONFIRM WITH NATIONAL GRID PRIOR TO

INSTALLATION FOR EXACT REQUIREMENTS.

2"

12"

14'-0"

2'-9"

3'-2"

12"

3' -6

2' -6

7' -0

9"

5'6"

5' -0

3' -2

2"

6"

3"X3" KEY

AA

6" 12

6"

6"

6"

6"

3'-3"4"

7'-0" 1'

-2

4' -6

7'

-0

2"

30"

6"

3' -1

1" 3'

-9

12"

BRICK CHIMNEY

OR PRECAST COVER

36" FRAME -

26"-36" RING,-

26"COVERCOLLAR TO BE SPECIFIED BY ITEM ID

6"

PULL EYE (TYP)

SEE DETAIL "Z"

COPPER GROUND

WIRE SEE DETAIL

"Y"

12"x12"x4"D.

SUMP PIT

UNISTRUT

COPPER GROUND

WIRE SEE DETAIL "Y"

COPPER GROUND

WIRE SEE NGRID DETAIL

FOR THIS STANDARD.

PLAN VIEW

SECTION A-A

1' -3

NOTES:

1. UTILITY COMPANY DISTRIBUTION DESIGN/PLANNING SHALL DESIGNATE THE NUMBER AND LOCATION OF BOLLARDS

BY MARKING THE BOLLARDS OF THIS DRAWING AS FOLLOWS:

2. BOLLARDS SHALL BE SUPPORTED BY A 12" MINIMUM DIAMETER CONCRETE FOOTING 6" BELOW GRADE TO BASE OF

BOLLARD.

3. THE NUMBER, TYPE (GALVANIZED OR STEEL) AND LOCATIONS OF BOLLARDS SHALL BE DETERMINED BY UTILITY

COMPANY, TAKING INTO ACCOUNT PROXIMITY TO TRAFFIC AND TO BUILDINGS AS WELL AS OTHER BARRIERS TO TRAFFIC. SUGGESTED BOLLARD LOCATIONS AND DIMENSIONS ARE SHOWN. THE LOCATION OF BOLLARDS SHALL NOT

IMPEDE A DOOR OPENING OF 100 DEGREES.

4. ALL TRENCHING, REINFORCING, CONCRETE WORK, BACKFILLING, GRADING, AND SURFACING SHALL BE PROVIDED BY

THE GENERAL CONTRACTOR. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5. DETAIL IS SHOWN FOR BIDDING AND COORDINATION PURPOSES. CONFORM TO UTILITY COMPANY DETAILS.

6. SWITCHGEAR COLLARS SHALL BE PROVIDED PER NGRID SPECIFICATIONS.

7. REFER TO NGRID STANDARDS FOR GROUND GRID REQUIREMENTS.

GROUND ROD,

(TYP.)

"C" TYPE COMPRESSION

CONNECTOR, (TYP.)

24"

GROUND GRID 4

0 CU 19

STRAND SOFT DRAWN

COLLAR

4/0 CU BOND TO REBAR,

(TYP.)

24"

1 PRECAST SWITCHGEAR MANHOLE DETAIL

NOT TO SCALE

2 SWITCHGEAR MANHOLE BOLLARD PLACEMENT DETAIL

NOT TO SCALE

NOTES:

1. UTILITY COMPANY DISTRIBUTION DESIGN/PLANNING SHALL DESIGNATE THE NUMBER AND LOCATION OF

BOLLARDS BY MARKING THE BOLLARDS OF THIS DRAWING AS FOLLOWS:

2. BOLLARDS SHALL BE SUPPORTED BY A 12" MINIMUM DIAMETER CONCRETE FOOTING 6" BELOW GRADE TO

BASE OF BOLLARD.

3. THE NUMBER, TYPE (GALVANIZED OR STEEL) AND LOCATIONS OF BOLLARDS SHALL BE DETERMINED BY UTILITY COMPANY, TAKING INTO ACCOUNT PROXIMITY TO TRAFFIC AND TO BUILDINGS AS WELL AS OTHER BARRIERS TO TRAFFIC. SUGGESTED BOLLARD LOCATIONS AND DIMENSIONS ARE SHOWN. THE LOCATION OF

BOLLARDS SHALL NOT IMPEDE A DOOR OPENING OF 100 DEGREES.

4. ALL TRENCHING, REINFORCING, CONCRETE WORK, BACKFILLING, GRADING, AND SURFACING SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5. DETAIL IS SHOWN FOR BIDDING AND COORDINATION PURPOSES. CONFORM TO UTILITY COMPANY

DETAILS.

9' -0

M

IN

2'-0"

MIN.

4'-0"

MIN.9'

-0

M

IN

ELECTRICAL SPECIFICATIONS:

1.2. SCOPE OF WORK:

1. THE SCOPE OF WORK CONSISTS OF THE INSTALLATION OF ALL MATERIALS TO BE

FURNISHED UNDER THIS SECTION, AND WITHOUT LIMITING THE GENERALITY THEREOF,

CONSISTS OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, STORAGE,

TRANSPORTATION, RIGGING, STAGING, APPURTENANCES AND SERVICES NECESSARY

AND/OR INCIDENTAL TO PROPERLY COMPLETE ALL ELECTRICAL WORK SHOWN ON THE

DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, OR AS REASONABLY INFERRED

FROM EITHER, IN THE OPINION OF THE ARCHITECT/ENGINEER AS BEING REQUIRED.

1.3. SITE VISIT:

1. BIDDERS ARE ADVISED TO VISIT THE SITE AND INFORM THEMSELVES AS THE TO

CONDITIONS UNDER WHICH THIS WORK WILL BE PERFORMED. FAILURE TO DO SO

WILL, IN NO WAY, RELIEVE THE SUCCESSFUL BIDDER FROM THE RESPONSIBILITY OF

FURNISHING ANY MATERIALS OR PERFORMING ANY WORK IN ACCORDANCE WITH THE

TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. NO

COMPENSATION WILL BE GRANTED FOR ADDITIONAL WORK CAUSED BY

UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY

AN EXPERIENCED OBSERVER. FIELD VERIFY MEASUREMENTS AND CIRCUITING

ARRANGEMENTS THAT ARE SHOWN ON DRAWINGS. ARRANGEMENTS SHALL BE MADE

WITH THE OWNER PRIOR TO THE VISIT FOR INSPECTION OF THE WORK AREA(S).

1.4. RELATED WORK:

2. THE FOLLOWING RELATED WORK IS NOT INCLUDED UNDER THIS SECTION AND SHALL

BE PROVIDED UNDER OTHER SECTIONS. COORDINATE WITH ALL DIVISIONS TO ENSURE

A COMPLETE INSTALLATION:

A. ALLOWANCES.

B. ALTERNATIVES.

C. EXCAVATION, BACKFILL, PUMPING, AND SHORING.

D. CONCRETE WORK.

E. MANHOLES AND HANDHOLES.

F. TELECOMMUNICATION WIRING AND DEVICES UNLESS SPECIFICALLY NOTED ON

DRAWINGS OR IN SPECIFICATIONS.

1.5. DEFINITIONS:

1. "CONCEALED" SHALL BE DEFINED AS AREAS WHERE CONDUIT AND WIRING IS LOCATED

IN CHASES, WALLS, PARTITIONS, SHAFTS, AND ABOVE FINISHED CEILINGS.

2. "UNDERGROUND" SHALL MEAN CONDUIT AND WIRING EXTERIOR TO OR WITHIN THE

BUILDING THAT IS BURIED. ALL OTHER CONDUIT AND WIRING SHALL BE CONSIDERED

"EXPOSED".

3. "EXPOSED" SHALL MEAN CONDUIT AND WIRING RUN ON THE SURFACE OF THE

BUILDING CONSTRUCTION.

4. "CONDUIT" SHALL MEAN IN ADDITION TO CONDUIT, ALL FITTINGS, HANGERS AND

OTHER ACCESSORIES RELATING TO SUCH CONDUIT SYSTEMS.

5. "WIRING" SHALL MEAN WIRE, RACEWAY, BOXES AND FITTINGS.

6. "PROVIDE" SHALL MEAN "PROVIDED COMPLETE IN PLACE" THAT IS, "FURNISHED AND

INSTALLED."

1.6. CODES, REGULATIONS, AND PERMITS:

1. ALL WORK UNDER THIS SECTION SHALL CONFORM TO THE LATEST EDITIONS OF THE

LOCAL STATE BUILDING CODE, THE STATE ELECTRICAL CODE, NFPA, ANSI/NECA

INSTALLATION STANDARDS, AND ALL OTHER LOCAL GOVERNING CODES. GIVE NOTICES,

FILE PLANS, OBTAIN AND PAY FOR PERMITS AND LICENSES AND OBTAIN NECESSARY

APPROVALS FROM AUTHORITIES HAVING JURISDICTION. PERMITS SHALL BE SECURED

THROUGH THE CITY. DELIVER CERTIFICATES OF INSPECTIONS TO

ARCHITECT/ENGINEER. NO WORK SHALL BE COVERED BEFORE EXAMINATION AND

APPROVAL BY ARCHITECT/ENGINEER AND THE AUTHORITIES HAVING JURISDICTION.

IMPERFECT OR CONDEMNED WORK SHALL BE REPLACED WITH WORKING

CONFORMING TO REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER, SUBJECT

TO APPROVAL OF THE ARCHITECT/ENGINEER. IF WORK IS COVERED BEFORE DUE

INSPECTION AND APPROVAL THE ELECTRICAL CONTRACTOR SHALL PAY COSTS OF

UNCOVERING THE INSTALLED WORK, WHETHER IT MEETS CONTRACT REQUIREMENTS

OR NOT.

1.7. MATERIALS:

1. ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE NEW

AND OF THE BEST GRADE FOR THE SERVICE INTENDED. IT IS NOT INTENDED THAT

THESE SPECIFICATIONS OR DRAWINGS SHOW EVERY CONDUIT, FITTING, AND

APPURTENANCE. ALL SUCH PARTS NECESSARY FOR THE COMPLETE EXECUTION OF THE

WORK, IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADE AND TO THE

SATISFACTION OF THE ARCHITECT/ENGINEER SHALL BE PROVIDED WHETHER THESE

PARTS MAY HAVE SPECIFICALLY MENTIONED OR NOT, OR INDICATED ON THE

DRAWINGS.

1.8. SHOP DRAWINGS:

1. WHERE THE DRAWINGS OR SPECIFICATIONS LIST SPECIFIC BRANDS OR CATALOG

NUMBERS, ONLY THESE PRODUCTS MAY BE USED UNLESS THE WORDS: "OR APPROVED

EQUAL" OR "BUT ARE NOT LIMITED TO" ARE INCLUDED. THE ENGINEER'S REVIEW IS

FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. MARKINGS OR COMMENTS

SHALL NOT BE CONSTRUED AS RELIEVING THE ELECTRICAL CONTRACTOR FROM

COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, NOR DEPARTURES THEREOF. THE

ELECTRICAL CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR

CONFORMING AND CORRECTNESS OF ALL QUANTITIES AND DIMENSIONS, FOR

SELECTING FABRICATING PROCESSES, FOR TECHNIQUES OR ASSEMBLY, AND FOR

PERFORMING THEIR WORK IN A SAFE MANNER. DEVIATIONS TO SPECIFIED MATERIALS

SHALL BE AT THE SOLE RISK OF THE ELECTRICAL CONTRACTOR, WHO SHALL BE

RESPONSIBLE FOR ALL ASSOCIATED CHANGES TO THIS AND OTHER TRADES. WITHIN

THIRTY (30) DAYS AFTER THE DATE OF NOTICE TO PROCEED, AND BEFORE THE

PROCUREMENT OF ANY MATERIALS AND EQUIPMENT, SUBMIT FOR APPROVAL A

COMPLETE ITEMIZED LIST OF ALL THE MATERIALS AND EQUIPMENT INCORPORATED

UNDER THIS SECTION. ALL SHOP DRAWING SUBMITTALS SHALL BE COMPLETE AND

INCLUDE ALL PART 2 PRODUCTS AND VFDS OF THIS SPECIFICATION AND BE CLEARLY

IDENTIFIED. NO CONSIDERATION WILL BE GIVEN TO PARTIAL SUBMITTALS, EXCEPT

WITH PRIOR APPROVAL.

1.9. OPERATIONS AND MAINTENANCE MANUALS:

1. AT LEAST TWO (2) WEEKS PRIOR TO THE TIME OF TURNING OVER HIS CONTRACT TO

THE OWNER FOR USE AND OCCUPANCY OR SUBSTANTIAL COMPLETION, SECURE AND

DELIVER TO THE ARCHITECT/ENGINEER THREE (3) COMPLETE INDEXED BOUND FILES

CONTAINING APPROVED OPERATING AND MAINTENANCE MANUALS, SHOP DRAWINGS,

AND OTHER DATA AS FOLLOWS:

A. OPERATION DESCRIPTION OF ALL SYSTEMS.

B. COMPLETE SHOP DRAWINGS OF ALL EQUIPMENT.

C. PREVENTIVE MAINTENANCE INSTRUCTIONS FOR ALL SYSTEMS.

D. SPARE PARTS LISTS OF ALL SYSTEM COMPONENTS.

E. NAMES, ADDRESS AND TELEPHONE NUMBERS OF ALL SUPPLIERS OF THE SYSTEMS.

2. NON-AVAILABILITY OF OPERATING AND MAINTENANCE MANUALS OR INACCURACIES

THEREIN MAY BE GROUNDS FOR CANCELLATION AND POSTPONEMENT OF ANY

SCHEDULED FINAL INSPECTION BY THE OWNER UNTIL SUCH TIME AS THE DISCREPANCY

HAS BEEN CORRECTED AND/OR RETAINAGE OF SUFFICIENT MONIES TO PREPARE SAME.

1.10.RECORD DRAWINGS:

1. OWNER'S RECORD DRAWINGS SHALL BE UPDATED AS THE PROJECT PROGRESSES.

MAINTAIN DOCUMENTS IN SAFE, DRY LOCATION. INDICATE CLEARLY AND ACCURATELY

ANY CHANGES NECESSITATED BY FIELD CONDITIONS AND DIMENSION ALL CONCEALED

RACEWAYS. THE ELECTRICAL CONTRACTOR SHALL DELIVER THE COMPLETED

REPRODUCIBLE RECORD DRAWINGS AND CAD DISKS PROPERLY TITLED AND DATED TO

ARCHITECT/ENGINEER. THESE RECORD DRAWINGS SHALL BECOME THE PROPERTY OF

THE OWNER.

1.11.CHANGE ORDERS/PROPOSAL REQUEST:

1. DURING THE COURSE OF CONSTRUCTION, CHANGES IN THE WORK MAY OCCUR. WHEN

A SIGNIFICANT CHANGE IS TO BE MADE, A PROPOSAL REQUEST WILL BE ISSUED.

2. PROVIDE A COMPLETE COST BREAKDOWN WHEN RESPONDING TO EACH PROPOSAL

REQUEST.

3. EACH ITEM OF WORK TO BE PRICED SEPARATELY.

4. EACH LINE ITEM TO BE BROKEN DOWN INCLUDING QUANTITIES AND LISTING

SEPARATELY LABOR AND MATERIAL.

5. BOTH CREDITS AND EXTRAS SHALL BE SEPARATELY AND CLEARLY QUANTIFIED.

6. ALLOWANCES FOR OVERHEAD AND PROFIT SHALL BE AS LISTED IN THE

SUPPLEMENTARY CONDITIONS.

7. IF YOU BECOME AWARE OF A FIELD CONDITION, CODE REQUIREMENT, ERROR, OR

OMISSION THAT YOU FEEL SHOULD RESULT IN A CHANGE TO THE WORK, PLEASE

CONTACT THE ENGINEER FOR DISCUSSION. THE ENGINEER MAY BE ABLE TO CLARIFY

THE SITUATION AND AVOID UNNECESSARY PAPERWORK.

8. IT IS RECOGNIZED THAT THE OWNER BENEFITS WHEN THE CONSTRUCTION PROCESS IS

A COOPERATIVE EFFORT INSTEAD OF AN ADVERSARIAL RELATIONSHIP. REASONABLE

GIVE-AND-TAKE ALLOWS THE CONSTRUCTION PROCESS TO MOVE SMOOTHLY. YOUR

EFFORTS IN THIS REGARD WILL BE APPRECIATED BY ALL PARTIES.

1.12.GUARANTEE AND SERVICE:

1. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE THE PERFORMANCE OF THE

INSTALLATION AND ALL EQUIPMENT INCLUDED IN THIS SECTION IN WRITING FOR ONE

(1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ENGINEER. SHOULD ANY

DEFECTS IN MATERIALS OR WORKMANSHIP APPEAR DURING THIS PERIOD, THEY SHALL

BE CORRECTED OR REPLACED BY THE ELECTRICAL CONTRACTOR TO THE SATISFACTION

OF THE ARCHITECT/ENGINEER, AT NO ADDITIONAL COST TO THE OWNER.

1.13.COORDINATE WITH OTHER TRADES:

1. CONFER WITH OTHER TRADES AND FURNISH IN WRITING TO THE ARCHITECT/ENGINEER

ANY INFORMATION NECESSARY TO PERMIT THE WORK OF ALL TRADES TO BE

INSTALLED SATISFACTORILY AND WITH THE LEAST POSSIBLE INTERFERENCE OR DELAY.

WORK INSTALLED THAT CREATED INTERFERENCE OR RESTRICTS ACCESS REQUIRED BY

CODE OR TO CONDUCT MAINTENANCE AND/OR ADJUSTMENTS SHALL BE MODIFIED AT

NO ADDITIONAL COST TO THE OWNER. FURNISH TO OTHER TRADES ANY INFORMATION

REQUIRED FOR THE PURPOSE OF COORDINATING ADJACENT WORK.

1.14.SLEEVES, INSERTS, AND SUPPORTS:

1. THE ELECTRICAL CONTRACTOR SHALL LAYOUT AND INSTALL HIS WORK IN ADVANCE OF

THE POURING OF CONCRETE FLOORS AND WALLS. WHERE OPENINGS ARE REQUIRED IN

WALLS AND FLOORS FOR THE PASSING OF RACEWAYS, DUCTS OR BUSWAYS, THE

ELECTRICAL CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH THE

NECESSARY INFORMATION REGARDING DIMENSIONS AND LOCATIONS SO THAT HE

MAY INSTALL SUITABLE CONCRETE STOPS TO PROVIDE THESE OPENINGS. SUCH

OPENINGS SHALL BE BY THE GENERAL CONTRACTOR IN SUCH A MANNER SO AS NOT TO

INTERFERE WITH THE FIREPROOF INTEGRITY OF THE BUILDING. THE ELECTRICAL

CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE LOCATION OF AND MAINTAINING

IN PROPER POSITION, SLEEVES, INSERTS AND ANCHOR BOLTS SUPPLIED AND/OR SET IN

PLACE BY HIM. IN THE EVENT THAT FAILURE TO DO SO REQUIRES CUTTING AND

PATCHING OF FINISHED WORK, SUCH WORK SHALL BE DONE AT THE ELECTRICAL

CONTRACTOR'S EXPENSE BY THE GENERAL CONTRACTOR. THE ELECTRICAL

CONTRACTOR SHALL PROVIDE ALL INSERTS, CONDUIT HANGERS, ANCHORS AND STEEL

SUPPORTS NECESSARY FOR THE SUPPORT AND INSTALLATION OF ALL ELECTRICAL

EQUIPMENT.

1.15.CUTTING AND PATCHING:

1. INCLUDE ALL CORING, CUTTING, PATCHING AND FIREPROOFING NECESSARY FOR THE

EXECUTION OF THIS SECTION. STRUCTURAL ELEMENTS SHALL NOT BE CUT WITHOUT

WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. REPAIR AND PATCH AROUND THE

WORK SPECIFIED HEREIN TO MATCH THE EXISTING ADJACENT SURFACES TO THE

SATISFACTION OF THE ARCHITECT/ENGINEER. FILL AND PATCH ALL OPENINGS OR

HOLES LEFT IN THE EXISTING STRUCTURES BY THE REMOVAL OF EXISTING EQUIPMENT

THAT IS PART OF THIS SECTION OF THE SPECIFICATIONS. APPLY FIRESTOPPING TO

CABLE AND RACEWAY SLEEVES AND OTHER PENETRATIONS OF FIRE-RATED FLOOR AND

WALL ASSEMBLIES TO RESTORE ORIGINAL UNDISTURBED FIRE-RESISTANCE RATINGS OF

ASSEMBLIES.

1.16.HOISTING, SCAFFOLDING AND PLANKING:

1. INCLUDE THE FURNISHING, SETUP-UP AND MAINTENANCE OF ALL HOISTING

MACHINERY, CRANES, SCAFFOLDS, STAGING AND PLANKING AS REQUIRED FOR THE

EXECUTION OF WORK FOR THIS SECTION.

1.17.SAFETY REQUIREMENTS:

1. LIFE SAFETY AND ACCIDENT PREVENTION SHALL BE A PRIMARY CONSIDERATION.

COMPLY WITH ALL SAFETY REQUIREMENTS OF THE OWNER AND OSHA THROUGHOUT

THE ENTIRE CONSTRUCTION PERIOD OF THE PROJECT. FURNISH, PLACE AND MAINTAIN

PROPER GUARDS AND ANY OTHER NECESSARY CONSTRUCTION REQUIRED TO SECURE

SAFETY OF LIFE AND PROPERTY.

1.18.ACCESSIBILITY:

1. ALL WORK PROVIDED UNDER THIS SECTION SHALL BE PROVIDED SO THAT PARTS

REQUIRING PERIODIC INSPECTION, MAINTENANCE AND REPAIR ARE READILY

ACCESSIBLE, WORK OF THIS TRADE SHALL NOT INFRINGE UPON THE CLEARANCES OF

OTHER TRADES.

1.19.PROTECTION OF WORK AND PROPERTY:

1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND THE

PROTECTION OF ALL WORK INCLUDED UNDER THIS SECTION UNTIL THE COMPLETION

AND FINAL ACCEPTANCE OF THIS PROJECT. PROTECT ALL EQUIPMENT AND MATERIALS

FROM DAMAGE FROM ALL CAUSES INCLUDING, BUT NOT LIMITED TO, FIRE,

VANDALISM, AND THEFT. ALL MATERIALS AND EQUIPMENT DAMAGED OR STOLEN

SHALL BE REPAIRED OR REPLACED WITH EQUAL MATERIAL OR EQUIPMENT AT NO

ADDITIONAL COST TO THE OWNER. PROTECT ALL EQUIPMENT, OUTLETS AND

OPENINGS, AND ROOF PENETRATIONS WITH TEMPORARY PLUGS, CAPS AND COVERS.

PROTECT WORK AND MATERIALS OF OTHER TRADES FROM DAMAGE THAT MIGHT BE

CAUSED BY WORK OR WORKMEN UNDER THIS SECTION AND MAKE GOOD ON DAMAGE

THUS CAUSED. DAMAGED MATERIALS SHALL BE REMOVED FROM THE SITE; DAMAGE

CAUSED BY THE ELECTRICAL CONTRACTOR DURING INSTALLATION SHALL BE REPAIRED

AND/OR REPLACED AT THIS CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION

OF THE BUILDING OWNER.

1.20.SEISMIC RESTRAINT REQUIREMENTS:

1. PROVIDE SEISMIC RESTRAINTS AS REQUIRED IN ACCORDANCE WITH THE STATE

BUILDING CODE. A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN

THE APPLICABLE STATE FOR THE PROJECT LOCATION, SHALL PREPARE THE SEISMIC

RESTRAINT DESIGN AND CERTIFY THAT THE DESIGN IS IN COMPLIANCE WITH THE STATE

BUILDING CODE REQUIREMENTS. PROVIDE EXPANSION AND DEFLECTION FITTINGS AND

HANGERS AS REQUIRED TO ACCOMMODATE BUILDING MOVEMENT DEFINED BY THE

BUILDING'S STRUCTURAL ENGINEER.

1.21.PROJECT CLOSEOUT:

1. A CERTIFICATE OF COMPLETION SHALL BE ISSUED BY THE ELECTRICAL CONTRACTOR

INDICATING THAT THE INSTALLATION IS IN CONFORMANCE WITH THE CONSTRUCTION

DOCUMENTS AND ALL APPLICABLE LOCAL, STATE AND FEDERAL STATUTES AND CODES.

FINAL INSPECTION BY THE ENGINEER SHALL BE CONDUCTED AFTER RECEIPT OF THE

CERTIFICATE OF COMPLETION. NO LIFE SAFETY DEFICIENCIES IN THE EGRESS OR EXIT

LIGHTING SYSTEMS, FIRE ALARM SYSTEM, OR THE EMERGENCY POWER SYSTEM SHALL

BE PRESENT WHEN REQUESTING FINAL INSPECTION. PREMATURE REQUESTS FOR FINAL

INSPECTIONS THAT REQUIRE REINSPECTION OF DEFICIENT ITEMS WILL RESULT IN BACK

CHARGES OF THE COSTS ASSOCIATED WITH THE REINSPECTION.

1.22.TEMPORARY POWER AND LIGHTING:

1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND PAY FOR CAPACITY FROM THE

LOCAL UTILITY COMPANY POWER LINES, MAKE ARRANGEMENTS WITH THE LOCATION

UTILITY COMPANY FOR TEMPORARY SERVICE AS REQUIRED.

2. PROVIDE ADEQUATE DISTRIBUTION EQUIPMENT, WIRING, AND OUTLETS FOR POWER

AND LIGHTING.

3. PROVIDE POWER OUTLETS FOR CONSTRUCTION OPERATIONS, WITH BRANCH WIRING

AND DISTRIBUTION BOXES LOCATED AS REQUIRED.

4. PROVIDE 20 AMPERE DUPLEX OUTLETS, SINGLE PHASE CIRCUITS FOR POWER TOOLS IN

THE ACTIVE WORK AREA AS REQUIRED. PERMANENT CONVENIENCE RECEPTACLES MAY

BE UTILIZED DURING THE CONSTRUCTION PROCESS. THE GENERAL CONTRACTOR SHALL

PAY ALL UTILITY COMPANY USAGE BILLINGS.

5. PROVIDE GFCI PROTECTED POWER OUTLETS FOR CONSTRUCTION OPERATIONS, WITH

BRANCH WIRING AND DISTRIBUTION BOXES LOCATED AS REQUIRED.

6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR TEMPORARY LIGHTING, PROVIDING

AND MAINTAINING OSHA REQUIRED LIGHTING LEVELS FOR CONSTRUCTION

OPERATIONS.

7. PROVIDE BRANCH WIRING FROM POWER SOURCE TO DISTRIBUTION BOXES WITH

LIGHTING CONDUCTORS, PIGTAILS, AND LAMPS AS REQUIRED.

8. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN LIGHTING AND PROVIDE ROUTINE

REPAIRS AS REQUIRED. PERMANENT BUILDING LIGHTING MAY BE UTILIZED DURING

CONSTRUCTION. POWER SHALL BE DERIVED FROM THE EXISTING BUILDING AND KWH

USAGE PAID BY THE OWNER.

1.23.DRAWINGS AND SPECIFICATIONS:

1. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY EACH TO THE OTHER,

AND ANY LABOR OR MATERIAL CALLED FOR BY EITHER, WHETHER OR NOT BY BOTH, OR

NECESSARY FOR THE SUCCESSFUL OPERATION OF ANY COMPONENTS SHALL BE

PROVIDED. BEFORE INSTALLING ANY WORK, VERIFY THAT IT DOES NOT INTERFERE

WITH THE CLEARANCES REQUIRED FOR OTHER WORK. INSTALLED WORK WHICH

INTERFERES WITH EXISTING NECESSARY SERVICES SHALL BE MODIFIED AS DIRECTED BY

THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. BE FAMILIAR WITH THE

DRAWINGS AND SPECIFICATIONS OF ALL OTHER TRADES TO PREVENT INTERFERENCES

AND ASSURE COMPLETE COORDINATION. IF THERE ARE ANY DISCREPANCIES BETWEEN

THE ELECTRICAL DRAWINGS AND SPECIFICATIONS REQUEST CLARIFICATION FROM THE

ARCHITECT/ENGINEER PRIOR TO START AND OR CONTINUATION OF ANY WORK OR THE

PROCUREMENT OF ANY MATERIALS AND EQUIPMENT.

PART 1 - GENERAL

1.1. GENERAL REQUIREMENTS:

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE ARRANGEMENT, DETAILS AND

LOCATION AS INDICATED ON THE CONTRACT DOCUMENTS, REFERENCE DRAWINGS

AND ANY SUPPLEMENTAL ADDENDA, BULLETINS OR DRAWINGS ISSUED BY THE

ARCHITECT/ENGINEER. LAYOUTS ARE DIAGRAMMATIC AND FINAL ARRANGEMENT OF

EQUIPMENT SHALL SUIT FIELD CONDITIONS. REFER TO ALL DRAWINGS AND

SPECIFICATIONS ASSOCIATED WITH THIS PROJECT FOR THE EXACT LOCATION OF ALL

EQUIPMENT AND REQUIRED MOUNTING HEIGHTS PRIOR TO THE START OF ANY

ROUGHING. THE RIGHT IS RESERVED TO MAKE ANY REASONABLE CHANGE IN LOCATION

TO OUTLETS AND EQUIPMENT PRIOR TO ROUGHING AT NO ADDITIONAL EXPENSE TO

THE OWNER.

2.5. LIGHTING FIXTURES:

1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR A COMPLETE

INSTALLATION OF THE LIGHTING EQUIPMENT SPECIFIED ON THE LIGHTING FIXTURE

SCHEDULE.

2. INTERIOR LIGHTING FIXTURES SHALL BE 3500°K AND EXTERIOR SHALL BE 4100°K

UNLESS OTHERWISE NOTED.

3. LIGHTING FIXTURES SHALL BE SUPPORTED ABOVE CEILING FROM STRUCTURAL FLOOR

OF ROOF VIA #12 JACK CHAIN AND "Y" HANGERS FROM TWO OPPOSITE CORNERS.

4. EXIT SIGNS SHALL BE TYPICALLY MOUNTED ON CEILING WHERE VISIBLE OR ON WALL

WHERE CEILING MOUNTING IS NOT PRACTICAL. PRIOR TO ROUGHING COORDINATE

WITH ARCHITECTURAL DRAWINGS/ELEVATIONS FOR SPECIFIC MOUNTING DIRECTION

AND FOR LOCATION.

5. WHERE LIGHTING FIXTURES OTHER THAN THE SPECIFIED PRODUCTS ARE PROVIDED,

THE CONTRACTOR SHALL PROVIDE LIGHT LEVEL CALCULATIONS IN ACCORDANCE WITH

IESNA STANDARDS TO JUSTIFY THAT SUBSTITUTED FIXTURES ARE OR EQUAL

PERFORMANCE TO THE SPECIFIED PRODUCTS (APPLIES TO ALL LIGHTING FIXTURES IN

ALL SPACES).

6. WHERE SUBMITTING TO ENGINEER FOR REVIEW THE LIGHTING FIXTURE SUBMITTALS

SHALL CONSIST OF THE FOLLOWING: LIGHTING FIXTURE CUT SHEET, LIGHTING FIXTURE

BALLAST/DRIVER CUT SHEET, AND LIGHTING FIXTURE LAMP/LED CUT SHEET FOR EACH

FIXTURE. GROUPED CUT SHEETS WILL NOT BE ALLOWED. WHEN SUBMITTING ON LED

PRODUCTS PROVIDE LIGHTING FACTS, LM-79 AND LM-80 TEST REPORTS FOR REVIEW.

2.6. OUTLET BOXES:

1. PROVIDE OUTLET BOXES AS REQUIRED FOR ALL ELECTRICAL DEVICES AND EQUIPMENT.

MINIMUM SIZE OF BOXES SHALL BE 4", 1-1/4" DEEP. ALL OUTLET BOXES SHALL BE

GALVANIZED STEEL.

2.7. PULL BOXES, JUNCTION BOXES AND WIREWAYS:

1. PULL BOXES SHALL BE OF CODE GAUGE GALVANIZED STEEL WITH SCREW COVERS TO

MATCH. PULL BOXES AND WIREWAYS SHALL BE AS SHOWN ON CONTRACT DRAWINGS

AND/OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE AND/OR JOB CONDITIONS,

WITH STEEL BARRIERS SEPARATING SYSTEMS.

2. WIREWAYS SHALL BE OF CODE GAUGE STEEL, BAKED ENAMEL MANUFACTURED

STANDARD SECTIONS AND STEEL FITTINGS, WITH COMBINATION HINGED AND SCREW

COVERS.

3. CONDUCTORS PASSING THROUGH PULL BOXES AND WIREWAYS SHALL BE IDENTIFIED

TO INDICATE THEIR ORIGIN AND TERMINATION. PROVIDE NAMEPLATES FOR ALL PULL

BOXES.

4. WEATHERPROOF JUNCTION BOXES INSTALLED IN GRADE SHALL BE POLYMER

CONCRETE WITH CASKETED COVER, MINIMUM 6"x8".

2.13 DRY TYPE TRANSFORMER:

1. DRY TYPE TRANSFORMER SHALL MEET NEMA PREMIUM EFFICIENCY LEVELS, U.L.

LISTED.

2. NOISE LEVEL SHALL BE A MAXIMUM OF 50 DB AVERAGE MEASURED AT DISTANCE OF 1"

FROM CASE PER NEMA PUBLICATION #TR-1-1960 PER LARGE REVISION THEREOF.

3. PROVIDE SUPPLEMENTAL STEEL AS REQUIRED TO DISTRIBUTE LOADING.

4. SEE TRANSFORMER SCHEDULE FOR ADDITIONAL INFORMATION.

5. TRANSFORMERS SHALL BE ALUMINUM WOUND.

6. MANUFACTURER SHALL BE EATON/CUTLER-HAMMER, SQUARE D COMPANY, OR

SIEMENS.

PART 3 - EXECUTION

3.1. GENERAL:

1. ALL INTERRUPTIONS AND SHUTDOWNS OF EXISTING ELECTRICAL SYSTEMS AND

SERVICES SHALL BE AS SHORT AS POSSIBLE AND AT TIME AND DURATION APPROVED BY

THE OWNER AND THE ENGINEER. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL

PREMIUM TIME ASSOCIATED WITH THE SYSTEM AND SERVICE INTERRUPTIONS AND

SHUTDOWNS.

3.2. CLEANING, ADJUSTING, AND TESTING:

1. AT THE COMPLETION OF THE WORK, ALL PARTS OF THE INSTALLATION SHALL BE

THOROUGHLY CLEANED. ALL DEVICES, EQUIPMENT, CONDUITS, AND FITTINGS SHALL BE

COMPLETELY CLEANED OF GREASE, METAL CUTTINGS, DIRT WHICH MAY HAVE

ACCUMULATED DURING CONSTRUCTION, AND PROTECTION COVERS.

2. ANY DISCOLORATION OR DAMAGE TO PARTS OF THE BUILDING, ITS FINISH OR

FURNISHINGS DUE TO FAILING TO PROPERLY CLEAN THE ELECTRICAL SYSTEM SHALL BE

REPAIRED BY THE ELECTRICAL CONTRACTOR WITHOUT COST TO THE OWNER.

3. THE ELECTRICAL CONTRACTOR SHALL TEST ALL WORK AND EQUIPMENT AS DIRECTED

BY THE ARCHITECT AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, FURNISH

ALL EQUIPMENT, NECESSARY PERSONNEL AND THE ELECTRICAL POWER.

4. THE ENTIRE INSTALLATION SHALL BE TESTED FOR SHORTS, GROUNDS AND OPEN

CIRCUITS AND ALL DEFECTS SHALL BE CORRECTED BEFORE ACCEPTANCE OF HIS WORK.

5. ALL WORK SHALL BE DEMONSTRATED TO BE IN PROPER OPERATING CONDITION TO

THE COMPLETE SATISFACTION OF THE ARCHITECT AND OWNER.

PART 2 - PRODUCTS

2.1. WIRE AND CABLE:

1. WIRING SHALL BE TYPE THHN/THWN OR XHHW, MINIMUM OF #12 AWG SOLID COPPER

WITH CONDUCTIVITY OF NOT LESS THAN 98% OF THE ANSI STANDARD FOR ANNEALED

COPPER, UL LISTED FOR BUILDING WIRE 90 DEGREES CELSIUS. WET OR DRY LOCATIONS

RATED FOR 600V SERVICE. MC AND FAMC CABLING CAN BE USED WHERE CONCEALED.

CONDUCTORS LARGER THAN #10 SHALL BE STRANDED. COLOR CODING SHALL BE

CONSISTENT THROUGHOUT.

2.2 CONDUIT:

1. ELECTRIC METALLIC TUBING SHALL BE ELECTRO-GALVANIZED SHERARDIZED STEEL.

WHERE EXPOSED, ALL WIRING SHALL BE INSTALLED IN CONDUIT. ALL ROUTING OF

CONDUIT SHALL BE RUN PERPENDICULAR TO BUILDING WALLS. ALL ELECTRIC METALLIC

TUBING SHALL BE UTILIZED WITH STEEL SET SCREW TYPE FITTINGS. CONDUIT SHALL BE

SUPPORTED FROM BUILDING STRUCTURE; AND SHALL BE INDEPENDENT OF DUCTS,

PIPES, CEILING AND THEIR SUPPORTING MEMBERS.

2.3. MISCELLANEOUS CONDUIT FITTINGS:

1. PROVIDE WATER-TIGHT GLAND SEALING ASSEMBLIES WITH PRESSURE BUSHINGS

EQUAL TOOZ/GEDNEY TYPE WSK FOR NEW CAST-IN-PLACE INSTALLATIONS OR TYPE

CSCM FOR RETROFIT (CORE DRILLING OF EXISTING WALLS) AS REQUIRED FOR BELOW

GRADE WALL AND FLOOR PENETRATIONS.

2.4. WIRING DEVICES:

1. LIGHT SWITCHES:

A. REFER TO DRAWINGS

B. COLOR OF SWITCHES SHALL BE AS SELECTED BY ARCHITECT.

2. OCCUPANCY SENSORS:

A. REFER TO DRAWINGS

3. RECEPTACLES:

A. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE GROUNDING TYPE, RATED

20 AMPERES, 125 VOLTS. RECEPTACLES SHALL BE BACK AND SIDE WIRED WITH

SCREW TYPE TERMINALS HAVING SUITABLE CONDUCTOR RELEASE

ARRANGEMENT. GFCI RECEPTACLES SHALL BE SPECIFICATION GRADE 20 AMPERES,

125 VOLTS.

B. COLOR OF RECEPTACLES SHALL BE AS SELECTED BY ARCHITECT.

2.11.PANELBOARDS:

3. AT EACH LOCATION INDICATED ON THE PLANS, FURNISH AND INSTALL AN

APPROPRIATE PANEL OF THE AMPACITY AND VOLTAGE RATING SHOWN ON THE

DRAWINGS.

4. ALL PANELS SHALL BE OF THE SAFETY DEAD FRONT CIRCUIT BREAKER TYPE FOR SERVICE

ON THREE PHASES, FOUR WIRE MAINS UNLESS OTHERWISE SPECIFIED.

5. ALL PANELS SHALL BE OF CODE GAUGE STEEL.

6. PANELS SHALL BE SURFACE OR FLUSH MOUNTED, AS INDICATED ON THE PLANS, AND

INSTALLED SO THAT THE TOP CIRCUIT BREAKER IS NO…