ATTACHMENT 0003 -Appendix B - Drawings.pdf

PDF 10 MB Posted May 16, 2023

Attached to: MARK VIII TANK PAD AND SHELTER
Solicitation number: W519TC-23-R-2044
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to construct a MARK VIII Tank Pad and Shelter on the Rock Island Arsenal in Rock Island, Illinois. The solicitation number is W519TC-23-R-2044 and is being issued by the Department of the Army Materiel Command Contracting Command Rock Island Arsenal. The opportunity involves the construction of a MARK VIII Tank Pad and Shelter, as outlined in the attachments to the solicitation. Interested parties should review the attachments for full details on the products and services required to fulfill the contract requirements.

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Other files

File	Type	Posted
SOLICITATION W519TC23R2044.pdf	PDF	Jun 1, 2023
ATTACHMENT 0001 2021-3707 SOW - Tank Shelter.pdf	PDF	May 16, 2023
SOLICITATION W519TC23R2044.pdf	PDF	May 16, 2023
ATTACHMENT 0008 - Wage Determination.pdf	PDF	May 16, 2023
ATTACHMENT 0002 -Appendix A - Specification.pdf	PDF	May 16, 2023
ATTACHMENT 0005 - Appendix D - Construction Debris Submittal.pdf	PDF	May 16, 2023
ATTACHMENT 0006 - Appendix E - Soil Boring Report - Print.pdf	PDF	May 16, 2023
ATTACHMENT 0007 -2021-3707 - Site Visit Map.pdf	PDF	May 16, 2023
ATTACHMENT 0004 -Appendix C - Submittal Register.pdf	PDF	May 16, 2023

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G-001 COVER SHEET

GENERAL

G-002 LOCATION MAP & INDEX OF DRAWINGS

CIVIL

C.01

EXISTING SITE PLANC.02

ARCHITECTURAL SITE PLAN & ELEVATIONSA-101

1. NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE

ENTIRE PROJECT TO INCLUDE THE COMPLETE PLAN SET AND

SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO ALL

PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT SHEET, UNLESS

NOTED OTHERWISE. KEYNOTES APPLY TO ELEMENTS ON THE SHEET AS

INDICATED, UNLESS NOTED OTHERWISE.

2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS

ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR

THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE

CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER

ITEMS NECESSARY OR IMPLIED THEREFROM.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS

OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR

INCOMPLETE CONDITION. THE CONTRACTOR SHALL PROVIDE A COMPLETE

AND USABLE PRODUCT.

5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND/OR NEW

WORK.

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION

SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND

LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

8. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DIMENSIONS AND

PLANS ARE NOT WARRANTED AS ACCURATE. VERIFY EXISTING CONDITIONS

THAT MAY AFFECT THE WORK PRIOR TO BID.

9. DO NOT SCALE DRAWINGS; LARGE SCALE DETAILS GOVERN OVER SMALL

SCALE DETAILS.

10. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND

ALTERATION OPERATIONS SHALL BE APPLIED.

11. PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN

ALL WORK PER THE PRODUCT MANUFACTURER'S STANDARDS OR THE

APPLICABLE INDUSTRY STANDARDS.

12. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID

GALVANIC CORROSION.

13. THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE

PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE

THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND

PROPERTY AS NECESSARY.

14. ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN

SPECIFICATIONS SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL.

CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER.

15. DEMOLITION OR NEW WORK MAY NOT BE SOLELY INDICATED ON THEIR

CORRESPONDING SHEETS.

16. CONTRACTOR SHALL REQUEST PARKING, JOB TRAILER, STAGING AND OTHER

NECESSARY SPACES.

17. DISPOSE OF DEMOLISHED AND WASTE MATERIALS OFF SITE UNLESS

OTHERWISE NOTED.

18. TO PERFORM THE WORK AS AWARDED BY THE BASE BID, OPTION, OR

CONTRACT MODIFICATION, THE CONTRACTOR SHALL EITHER PROTECT OR

RELOCATE ADJACENT ITEMS, EQUIPMENT, AND STRUCTURES AS NECESSARY

TO FACILITATE THE WORK.

19. IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A

DRAWING, ITEMS NOTED AS BEING INCLUDED IN THE WORK ARE GENERALLY

SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK LINE WORK. GRAY SCALE

LINE WORK DENOTES EXISTING CONDITIONS. NOTE: THERE ARE EXCEPTIONS

TO THIS RULE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO

THOROUGHLY REVIEW DRAWINGS AND REQUEST ADDITIONAL INFORMATION

PRIOR TO BIDDING.

20. NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0700-1700,

MONDAY THROUGH FRIDAY. HOURS OUTSIDE THE NORMAL RANGE REQUIRES

COORDINATION AND APPROVAL FROM THE CONTRACTING OFFICER'S

REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR. THE FACILITY WILL BE CLOSED

ON GOVERNMENT HOLIDAYS. CONTACT THE C.O.R. FOR A LIST OF

GOVERNMENT HOLIDAYS.

21. THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR

UTILITIES PER SPECIFICATIONS. ALL WORK REQUIRING POWER REMOVAL

SHALL BE DONE IN A TIMELY MANNER AND OUTSIDE NORMAL INSTALLATION

WORKING HOURS WHEN POSSIBLE. IF SAFE WORKING CONDITIONS EXIST

FOR BOTH THE CONTRACTOR AND BUILDING OCCUPANTS, THEN POWER

SHALL BE RESTORED FOR BUILDING OCCUPANTS DURING NORMAL WORKING

HOURS. THE CONTRACTOR SHALL IMMEDIATELY RESTORE POWER ONCE

WORK IS COMPLETE AND SAFE CONDITIONS EXIST.

22. THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS

FROM THE INSTALLATION AUTHORITIES HAVING JURISDICTION.

23. THE CONTRACTOR SHALL COMPLY WITH INSTALLATION POLICIES AND

PROCEDURES.

24. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH

APPLICABLE CODES, ORDINANCES, AND REGULATORY AGENCIES.

25. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND

MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL

SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

26. ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER. WORK SHALL

CONFORM TO APPLICABLE INDUSTRY OR MANUFACTURER'S PUBLISHED

STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS,

ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY

CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE

BROUGHT TO THE ATTENTION OF THE C.O.R. PRIOR TO PROCEEDING WITH

THE WORK.

PROJECT LOCATION

NTS

VICINITY MAPS

T R

PLAN

NORTH

ARCHITECTURAL ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

ACC DR ACCESS DOOR / PANEL

ADAAG AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ACCESS ACCESSORIES

ADJ ADJUST/ ADJUSTABLE

ACOUST. ACOUSTICAL

AB ANCHOR BOLT

ANOD ANODIZED

AC AIR CONDITIONING

AL / ALUM ALUMINUM

& AND

L ANGLE

APP APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

@ AT

ATFP ANTI TERRORISM / FORCE PROTECTION

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION, INC.

BM BEAM

BLKG BLOCKING

BD BOARD

BTM BOTTOM

BLDG BUILDING

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CH CHANNEL

CPT CARPET

CLG CEILING

CLG HT CEILING HEIGHT

CTR CENTER

℄ CENTER LINE

C TO C CENTER TO CENTER

CT CERAMIC TILE

CLR CLEAR

CO CLEANOUT

CLOS CLOSET

CO COMPANY

COL COLUMN

CONC CONCRETE

CORR CORRIDOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

CY CUBIC YARD

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DR DOOR

DN DOWN

DS DOWNSPOUT

DESC DESCRIPTION

DWG DRAWING

EA EACH

EF EXHAUST FAN

EL ELEVATION

ERD EMERGENCY ROOF DRAIN

EP EPOXY PAINT

ENGR ENGINEER

EQUIP EQUIPMENT

EQ EQUAL

EXIST EXISTING

EXP EXPANSION / EXPOSED

EJ (EXP JT) EXPANSION JOINT

EXP TO EXPOSED TO STRUCTURE

STRUCT

EXT EXTERIOR

ETD ESTIMATED TRAVEL DISTANCE

FAC FACTORY

FDC FIRE DEPARTMENT CONNECTION

FT FEET

FE FIRE EXTINGUISHER

FIN FINISH

FP FLAT PAINT

FF FINISHED FLOOR

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FV FIELD VERIFY

GA GAGE OR GAUGE

GALV GALVANIZED

GBF GYPSUM BOARD FURRING

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GP GLOSSY PAINT

GL GLASS

GOVT GOVERNMENT

GYP GYPSUM

GYP BD GYPSUM BOARD

(GWB)

HKS HOOKS

HR HANDRAIL

HDW HARDWARE

HT HEIGHT

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HVAC HEATING VENTILATION & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

IRC INTERNATIONAL RESIDENTIAL

CODE

JT JOINT

JST JOIST

KP KICK PLATE

LAM LAMINATE

LDG LANDING

LAV LAVATORY

LH LEFT HAND

LHR LEFT HAND REVERSE

LT LIGHT

LTG LIGHTING

LONG LONGITUDINAL

LVR LOUVER

LP LOW POINT

MAS MASONRY

MO MASONRY OPENING

MGR MANAGER

MFR MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MWP METAL WALL PANEL

MIN MINIMUM

MISC MISCELLANEOUS

N.I.C. NOT IN CONTRACT

No. (#) NUMBER

NTS NOT TO SCALE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

OC ON CENTER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFGI OWNER FURNISHED

GOVERNMENT INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OW OPEN WEB

OPP OPPOSITE

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

OVHD OVERHEAD

PDU POWER DISTRIBUTION UNIT

PT PAINT OR PRESSURE TREATED

PR PAIR

PNL PANEL

PART PARTITION

PLAS PLASTER OR PLASTIC

PL PLATE

PLYWD PLYWOOD

LBS OR # POUNDS

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PMJF PRE-MOLDED JOINT FILLER

PRE-FAB PREFABRICATED

QT QUARRY TILE

REF REFERENCE

REINF REINFORCEMENT

REQ'D REQUIRED

REV REVISIONS / REVISED

RD ROOF DRAIN

RDO ROOF DRAIN OVERFLOW

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

RB RUBBER BASE

SC SEALED CONCRETE

SCW SOLID CORE WOOD

SCHED SCHEDULE

SECT SECTION

SGP SEMI-GLOSS PAINT

SHT MET SHEET METAL

SIM SIMILAR

STC SOUND TRANSMISSION CLASS

SPEC(S) SPECIFICATION

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SQ SQUARE

ST STORM

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

TIOL / TLT TOILET

TEL TELEPHONE

THK THICK

T'HOLD THRESHOLD

TG TEMPERED GLASS

T/ TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

T/C TOP OF CURB

TOS TOP OF STEEL

T/W TOP OF WALL

TU TOUCH-UP

TYP. TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

VTR VENT THRU ROOF

W WIDTH

W/ WITH

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WNDO WINDOW

W/O WITHOUT

WRGB WATER RESISTANT GYPSUM BOARD

WS WEATHERSTRIPPING

WRO WINDOW ROUGH OPENING

YR YARD

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

SECTION MARK

ELEVATION NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

BUILDING ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL

NUMBER (TYP.)

AREA COVERED BY DETAIL

KEYNOTE

TAG

DETAIL IDENTIFIER

(MODULE LETTER AND NUMBER)

NORTH ARROW

VIEW TITLE

SYMBOLS

NORTH

X-###

SCALE

VIEW NAME

X-###

GENERAL NOTES

TITLE

DRAWING INDEX

ARCHITECTURAL

X-###

PROPOSED SITE PLANC.03

SITE ELEVATION PLANC.04

CIVIL QUANTITIES, ESTIMATE REFERENCES, LEGEND,

GENERAL NOTES

ELECTRICAL

ELECTRICAL SCHEDULES & NOTESE-001

ELECTRICAL SITE PLANE-101

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DAVENPORT DRIVE

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HILLMAN ST.

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LANDIS ST.

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PARKING

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R.I. VIADUCT

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CIRCLE

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DAVENPORT

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CIRCLE

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COURT

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LANE

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BUTLER

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LANE

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FARLEY

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PARKING

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PARKING

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PARKING

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WILLIE

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LANE

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MOSKALA

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LANE

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CEMETERY

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NATIONAL

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CEMETERY

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NATIONAL

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CEMETERY

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NATIONAL

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SYLVAN ISLAND

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LOCK AND DAM

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NO. 15

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BETTENDORF

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DAVENPORT

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MOLINE

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ROCK ISLAND

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E. RIVER DR.

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GRANT ST.

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4TH AVE

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1ST AVE

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2ND ST.

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4TH ST.

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3RD ST.

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STATE ST.

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ACP SHELTER

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FORT ARMSTRONG AVE.

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TOWER (MEC)

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TOWER (MEC)

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PARKING

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PARKING

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PARKING

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PARKING

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275SN

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48SN

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320SN

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PARKING

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KINGSBURY AVE

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BAUMBECK AVENUE

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KINGSBURY

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IOWA

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ILLINOIS

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MISSOURI

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INDIANA

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DAVENPORT

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MOLINE

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CHICAGO

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ST. LOUIS

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ROCK ISLAND

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WISCONSIN

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MILES

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KENTUCKY

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ROCK ISLAND

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ARSENAL

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BETTENDORF

1/4" = 1'-0"

FRONT ELEVATION

1/4" = 1'-0"

SIDE ELEVATION

1/16" = 1'-0"

ARCHITECTURAL SITE PLAN

KEY NOTES

1. WIDE FLANGE STEEL BEAM BY CANOPY MANUFACTURER

2. 29 GAUGE ROLL FORMED GALVANIZED STEEL ROOF

3. 8X12 TUBE STEEL COLUMNS

4. Z-SHAPE PURLINS BETWEEN BEAMS

5. STRUCTURAL CONCRETE SLAB

6. STEEL BASE-PLATE MECHANICALLY ATTACHED TO FOUNDATION PIER

7. ALUMINUM EXHIBIT SIGN TO MATCH EXISTING RIA EXHIBIT SIGNS

7.a. 6' WIDE X 4' HIGH

7.b. 45° DISPLAY ANGLE

7.c. SURFACE MOUNTED 2" X 4" PREFINISHED STEEL POST

7.d. BOTTOM OF SIGN AT ± 3'-6" ABOVE FINISHED CONCRETE

7.e. INSTALL AFTER TANK HAS BEEN PLACED ON PAD

8. 6' WIDE SIDEWALK SEE CIVIL)

9. GROUND MOUNTED LED FLOOD LIGHT (SEE CIVIL & ELECTRICAL)

GENERAL SHEET NOTES

1. CANOPY STRUCTURE AND FOOTING TO BE DESIGNED BY CANOPY

MANUFACTURER. KEY NOTES 1 - 4 ARE THE BASIS OF DESIGN AND MAY BE

ALTERED BY CANOPY MANUFACTURER WITH APPROVAL FROM THE ROCK ISLAND

ARSENAL, DIRECTORATE OF PUBLIC WORKS, ENGINEERING SERVICES

2. CANOPY STRUCTURE TO BE PREFINISHED BY MANUFACTURER IN DARK BRONZE

3. PAINT UNFINISHED PARTS SUCH AS ELECTRICAL CONDUIT AND TOUCH-UP

LOCATIONS TO MATCH EXISTING

39'-6"

46'-0"

3'-3"3'-3"

5'-3"5'-3"

20'-0" 3'-0"3'-0"

26'-0"

26'-8"50'-0"

3'-4" 3'-4"

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LIGHT FIXTURE SCHEDULE

FIXTURE NUMBER DESCRIPTION MANUFACTURER

LED FLOODLIGHT MADE OF RUGGED DIE-CAST ALUMINUM

CONSTRUCTION WITH INTEGRAL HEAT SINK FINS. THE HOUSING

AND LENS FRAME ARE COMPLETELY SEALED AGAINST MOISTURE

AND ENVIRONMENTAL CONTAMINANTS PROVIDING AN IP66 RATING.

LIGHT ENGINES SHALL BE 4000K. LIGHT ENGINES CONSIST OF

CHIP-ON-BOARD (COB) LEDS DIRECTLY COUPLED TO THE HOUSING

TO MAXIMIZE HEAT DISSIPATION AND PROMOTE LONG LIFE. LED

LUMEN MAINTENANCE BE L88/60,000 HOURS. CLASS 1 ELECTRONIC

0-10V CONTINUOUS DIMMING DRIVERS ENSURE SYSTEM POWER

FACTOR. 90% AND THD <20%. EXTERIOR PAINTED PARTS ARE TO BE

PROTECTED BY A ZINC-INFUSED SUPER DURABLE TGIC

THERMOSET POWDER COAT FINISH WITH A 3 MILS THICKNESS FOR

A FINISH THAT CAN WITHSTAND EXTREME CLIMATE CHANGES

WITHOUT CRACKING OR PEELING. THE COLOR SHALL BE DARK

BRONZE. CSA CERTIFIED TO MEET U.S. AND CANADIAN

STANDARDS. SUITABLE FOR WET LOCATIONS. RATED FOR -40 DEG

C MINIMUM AMBIENT. 5-YEAR LIMITED WARRANTY. MANUFACTURER

SUPPLIED STANTION MOUNT IN A MATCHING FINISH.

LITHONIA DSXF1

LED-P1-40K-WFR-

MVOLT-IS-DDBXD-VG-

AFSTM

KEYNOTES

CONNECT TO EXISTING ABANDONED LIGHTING CIRCUIT FOR OLD “SPAN OPEN” SIGN IN

THE ELECTRICAL BOX THAT SERVES THE EXISTING TRAFFIC LIGHTS. EXISTING CIRCUIT

IS POWERED FROM THE NORTHWEST CORNER BASEMENT OF BUILDING 102.

3/4" UNDERGROUND CONDUIT WITH 2#8 AND #8 GND.

ROUTE CONDUIT UNDER THE TANK PAD AS REQUIRED TO AVOID TRENCHING/DIGGING

WITHIN THE DRIP LINE OFF ADJACENT TREES.

NEMA 3R ELECTRICAL BOX MOUNTED ON THE FACE OF THE CANOPY SUPPORT AT 5'0”

ABOVE THE FINISHED TANK PAD ELEVATION. THE ELECTRICAL BOX SHALL HAVE A

LOCKABLE DOOR. THE PREFERENCE IS TO CONCEAL THE CONDUIT FROM BELOW

GRADE TO THE ELECTRICAL BOX WITHIN THE CANOPY STURCTURE. COORDINATE WITH

THE CANOPY MANUFACTURER. IF THE CONDUIT CANNOT BE CONCEALED, THE CONDUIT

SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE. PROVIDE GFCI OUTLET ON THE

NORTHEAST SIDE OF THE BOX.

3/4" CONDUIT WITH 2#8 AND #8 GND TO FIXTURES F1. ROUTE THE CONDUIT BELOW THE

TANK PAD.

FIXTURE F1 TO BE MOUNTED ON MANUFACTURER SUPPLIED STANTION. REFER TO THE

LIGHT FIXTURE SCHEDULE. STANTION SHALL BE MOUNTED TO A 12” ROUND CONCRETE

PIER SUPPLIED BY OTHERS. COORDINATE THE LOCATION OF THE CONCRETE PIERS

WITH THE COR.

REMOVE AND REPLACE SIDEWALK AS REQUIRED TO INSTALL THE NEW UNDERGROUND

CONDUIT.

PHOTOCELL TO BE LOCATED JUST BELOW THE CANOPY PEAK ON THE NORTHWEST

SIDE. THE PREFERENCE IS TO CONCEAL THE CONDUIT FROM THE ELECTRICAL BOX TO

THE FIXTURE WITHIN THE CANOPY STRUCTURE. COORDINATE WITH THE CANOPY

SUPPLIER. IF THE CONDUIT CANNOT BE CONCEALED, THE CONDUIT SHALL BE PAINTED

TO MATCH THE ADJACENT SURFACE.

120VNGND

TO GFCI

OUTLET

TO PHOTOCELL

TO F1 LIGHT

FIXTURES

LIGHTING CONTROL DIAGRAM

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File details come from the government source that posted it. Updated May 16, 2023.