W912QR20R0016Plans-0004.pdf

PDF 16 MB Posted Feb 5, 2021

Attached to: Crane Radiation Test Facility
Solicitation number: W912QR20R0016
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity to design and construct a Radiation Test Facility at Naval Surface Warfare Center Crane in Indiana. The opportunity is a full and open solicitation seeking proposals for a construction project with an estimated cost between $5 million and $10 million. The NAICS code listed is 236220. Offerors must register with the System for Award Management and comply with requirements for Central Contractor Registration, Online Representations and Certifications Application, and clauses related to uniform contract format. The size determination for this opportunity is $39.5 million. In accordance with FAR 19.307, the solicitation requires a 10% price evaluation preference for offers from HUBZone certified small businesses. The soliciting agency is the Department of the Army Corps of Engineers Louisville District.

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File	Type	Posted
W912QR20R0016-0008.pdf	PDF	Apr 19, 2021
W912QR20R0016-0007.pdf	PDF	Mar 19, 2021
W912QR20R0016-0006.pdf	PDF	Feb 25, 2021
W912QR20R0016Specs-0005.pdf	PDF	Feb 17, 2021
W912QR20R0016Specs-0004.pdf	PDF	Feb 5, 2021
W912QR20R0016Specs-0003.pdf	PDF	Aug 20, 2020
W912QR20R0016Plans-0002.pdf	PDF	Aug 17, 2020
W912QR20R0016Specs-0002.pdf	PDF	Aug 17, 2020
Site Visit Attendee Roster List W912QR20R0016 Crane Radiation Test Facility.pdf	PDF	Jul 30, 2020
W912QR20R0016Plans-0001.pdf	PDF	Jul 20, 2020
W912QR20R0016Specs-0001.pdf	PDF	Jul 20, 2020
W912QR20R0016-0000.pdf	PDF	Apr 24, 2020

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US Army Corps of Engineers

US Army Corps of Engineers ®

SHEET ID

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FOR OFFICIAL USE ONLY

LOUISVILLE DISTRICT

CRANE RADIATION TEST FACILITY

DESIGN BUILD RFP

ISSUE DATE: FEB 03, 2021

CONTRACT NO.: W912QR17D0037

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Index of Drawings

SHEET ID SHEET TITLE

G-001 COVER SHEET

G-002 DESIGN REQUIREMENTS

G-003 DESIGN REQUIRMENTS

G-201 LOCATION MAP

V-101 SITE SURVEY PLAN

CD101 DEMOLITION PLAN

CS101 LAYOUT PLAN

CS401 ENLARGED LAYOUT PLAN (BASE BID)

CS401A ENLARGED LAYOUT PLAN (OPTION)

CG101 CONCEPTUAL GRADE AND DRAIN PLAN

CG401 ENLARGED CONCEPTUAL GRADE AND DRAIN PLAN

(BASE BID)

CG401A ENLARGED CONCEPTUAL GRADE AND DRAIN PLAN

(OPTION)

CU101 UTILITY PLAN

CU401 ENLARGED UTILITY PLAN

ES001 SITE ELECTRICAL LEGEND, GENERAL NOTES, AND

ABBREVIATIONS

ES101 SITE ELECTRICAL PLAN

ES102 PARTIAL SITE ELECTRICAL AND

TELECOMMUNICATIONS PLAN

ES501 SITE ELECTRICAL DETAILS

ES502 SITE ELECTRICAL DETAILS

S-200 SCHEMATIC FRAMING SECTION

A-110 DIMENSIONED FLOOR PLAN

A-111 NOTED FLOOR PLAN

A-113 ENLARGED TEST CELL PLAN

A-130 ROOF PLAN

A-200 BUILDING ELEVATIONS

A-201 BUILDING ELEVATIONS

A-300 BUILDING SECTIONS

I-001 FURNITURE LEGEND

I-110 FURNITURE PLAN

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(TRUCK)

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STARK ST.

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INDIANA

HIGHWAY 5

HIGHWAY 331

MAIN GATE

PROJECT LOCATION

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VISITORS CENTER

HAUL ROUTE

PROJECT BORROW LOCATION

2.1 MILES FROM PROJECT LOCATION

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F.H.

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6" PVC

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A/C

SAN

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3, :3 0a m 30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

GENERAL SURVEY NOTES

1. SURVEY COMPLETED IN SEPTEMBER 2019 BY AMERICAN

ENGINEER, INC.

2. HORIZONTAL DATUM: BASED ON GRID NORTH AS IT

RELATES TO THE INDIANA STATE PLANE COORDINATE

SYSTEM (INDIANA WEST) NAD83.

3. VERTICAL DATUM: ELEVATIONS SHOWN HEREON WERE

BASED ON NAVD88 (GEOID 12A).

4. SURVEY IS IN U.S. SURVEY FEET.

5. CONTOURS AT 1' INTERVAL.

6. THE LOCATION OF THE UNDERGROUND AND ABOVE

GROUND UTILITIES SHOWN HEREON ARE BASED ON THE

FIELD LOCATION OF FOUND VISIBLE STRUCTURES OR AS

FLAGGED AND/OR PAINTED BY THEIR RESPECTIVE UTILITY

COMPANIES. OTHER UTILITIES MAY EXIST, NO GUARANTEE

IS EXPRESSED OR IMPLIED AS TO THE ACTUAL LOCATION

AND/OR EXISTENCE OF SAID UNDERGROUND UTILITIES ON

THIS SITE.

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

NATURAL GAS LINE

SANITARY SEWER LINE

STORM SEWER PIPE

WATER LINE

UNDERGROUND FIBER OPTIC LINE

UNDERGROUND ELECTRICAL LINE

TREE

GUARDRAIL

FIRE HYDRANT

SANITARY SEWER MANHOLE

BOLLARD

DOWNSPOUT

BORING LOCATION

CONTROL POINT

CONCRETE PAVEMENT

SAN

F.H.

CONTROL POINTS

NAME NORTHING EASTING ELEVATION DESCRIPTION

20 1327131.393 3009102.577 608.76 CP/IPCS HERE

21 1327230.621 3009353.462 607.09 CP/IPCS

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GRAPHIC SCALE: 1" = 30'

GENERAL DEMOLITION NOTES

1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL

UTILITIES WITHIN THE LIMITS OF CONSTRUCTION PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITIES.

2. REFER TO SHEET V-101 FOR HORIZONTAL AND VERTICAL

CONTROL INFORMATION.

3. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM THE

SITE AND DISPOSED OF AT STATE APPROVED LOCATION

WITH NO ADDITIONAL COST TO THE GOVERNMENT.

4. TREES WERE NOT LOCATED WITHIN CLEARING AND

GRUBBING LIMITS.

LEGEND

CONSTRUCTION LIMITS

UTILITY REMOVAL

CLEARING AND GRUBBING AREA

SHEET KEYNOTES

1. REMOVE EXISTING WATERLINE.

2. PREVIOUSLY CLEARED TREES. CONTRACTOR SHALL

GRUB THE STUMPS. IF ADDITIONAL CLEARING IS

REQUIRED, THE FELLING OF THE TREES SHALL BE

COORDINATED WITH NAVFAC ENVIRONMENTAL. TREES

CLEARING SHALL OCCUR BETWEEN OCTOBER 15 AND

MARCH 31.

3. REMOVE EXISTING STORM DRAINAGE PIPE.

4. UNKNOWN UNDERGROUND STRUCTURE. DO NOT

DISTURB.

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GRAPHIC SCALE: 1" = 30'

GENERAL LAYOUT NOTES

1. REFER TO SHEET V-101 FOR HORIZONTAL AND VERTICAL

CONTROL INFORMATION.

2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL

UTILITIES WITHIN THE LIMITS OF CONSTRUCTION PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITIES.

LEGEND

CONSTRUCTION LIMITS

CONCRETE PAVEMENT

CS401A

CS401

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DO NOT ENCROACH

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GRAPHIC SCALE: 1" = 20'

SHEET KEYNOTES

1. PROVIDE CONCRETE PAVEMENT.

2. PROVIDE CONCRETE STOOP.

3. PROVIDE SIDEWALK.

4. PROVIDE FIRE ACCESS LANE.

5. PROVIDE NATURAL GAS METER PAD.

LEGEND

CONSTRUCTION LIMITS

CONCRETE PAVEMENT

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F.H.

RADIATION TEST

FACILITY

FUTURE EXPANSION (BY OTHERS),

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A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_C iv il\ C

R A

D _C

1a .d w g

F eb

3, :3 2a m 20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

SHEET KEYNOTES

1. PROVIDE CONCRETE PAVEMENT.

2. PROVIDE CONCRETE STOOP.

3. PROVIDE SIDEWALK.

4. PROVIDE AGGREGATE ACCESS LANE AND PARKING AREA.

5. PROVIDE NATURAL GAS METER PAD.

LEGEND

CONSTRUCTION LIMITS

CONCRETE PAVEMENT

AGGREGATE PAVEMENT

A M

E N

D M

E N

2Q R

Pl an s-

E E

SAN

FO FO

W W

G G

A/C A/C

A/C

CONC.

F.H.

6" S

6" PVC

6" P

A/C

SAN

W W W W W W

W W

E E

FOW

W W W W W W W W W W W W

W W W

W W

3 603

603604

6" P

6" PVC

2" C

RADIATION TEST

FACILITY

FIR

E AC

ESS LAN

FUTURE EXPANSION (BY OTHERS),

DO NOT ENCROACH

FFE = 607.5

600 600

C O

N C

E P

L G

R A

D E

A N

D D

R A

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_C G

dw g

CG101

2Q R

G . L

Y N

B . B

M . M

A Y

E R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_C iv il\ C

R A

D _C

dw g F eb

3, :3

2a m 30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

1. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

2. CONTOURS ARE 1' INTERVAL.

GENERAL GRADING AND

DRAINAGE NOTES

LEGEND

CONSTRUCTION LIMITS

MAJOR CONTOUR

MINOR CONTOUR

STORM SEWER PIPE

ROOF DRAIN

CATCH BASIN

CG401

CG401A

A M

E N

D M

E N

2Q R

Pl an s-

F.H.

RADIATION TEST

FACILITY

FIR

E AC

ESS LAN

FUTURE EXPANSION (BY OTHERS),

DO NOT ENCROACH

FFE = 607.5

SD MH-02SD MH-03

SD MH-01

E N

G E

D C

O N

C E

A L

G R

A D

E A

N D

D R

N (B

A S

E B

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_C G

dw g

CG401

2Q R

G . L

Y N

B . B

M . M

A Y

E R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_C iv il\ C

R A

D _C

dw g F eb

3, :3

3a m 20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

SHEET KEYNOTES

1. PROVIDE STORM SEWER PIPE.

2. PROVIDE CATCH BASIN.

3. PROVIDE STORMWATER MANAGEMENT AREA BASIN.

2 2

LEGEND

CONSTRUCTION LIMITS

MAJOR CONTOUR

MINOR CONTOUR

STORM SEWER PIPE

ROOF DRAIN

CATCH BASIN

1 1

A M

E N

D M

E N

2Q R

Pl an s-

F.H.

RADIATION TEST

FACILITY

FUTURE EXPANSION (BY OTHERS),

DO NOT ENCROACH

FFE = 607.5

SD MH-02SD MH-03

SD MH-01

E N

G E

D C

O N

C E

A L

G R

A D

E A

N D

D R

N (O

O N

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_C G

.d w g

CG401A

2Q R

X . X

X X

X . X

X X

X . X

X X

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_C iv il\ C

R A

D _C

1a .d w g

F eb

3, :3 3a m 20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

SHEET KEYNOTES

1. PROVIDE STORM SEWER PIPE.

2. PROVIDE CATCH BASIN.

3. PROVIDE STORMWATER MANAGEMENT AREA.

2 2

LEGEND

CONSTRUCTION LIMITS

MAJOR CONTOUR

MINOR CONTOUR

STORM SEWER PIPE

ROOF DRAIN

CATCH BASIN

1 1

A M

E N

D M

E N

2Q R

Pl an s-

E E

SAN

FO FO

W W

G G

A/C A/C

A/C

CONC.

F.H.

6" S

6" PVC

6" P

A/C

SAN

W W W W W W

W W

E E

FOW

W W W W W W W W W W W W

W W W

W W

6" P

6" PVC

2" C

RADIATION TEST

FACILITY

FIR

E AC

ESS LAN

FUTURE EXPANSION (BY OTHERS),

DO NOT ENCROACH

W W

W SAN

SAN

SS MH-01

W W G

W W

G G

W W

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_C U

dw g

CU101

2Q R

G . L

Y N

B . B

M . M

A Y

E R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_C iv il\ C

R A

D _C

dw g F eb

3, :3

4a m 30' 15' 0 30' 60' 90'

GRAPHIC SCALE: 1" = 30'

GENERAL UTILITY NOTES

1. REFER TO CG SERIES FOR STORM SEWER PIPING AND

STRUCTURES.

2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL

UTILITIES WITHIN THE LIMITS OF CONSTRUCTION PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITIES.

CU401

LEGEND

CONSTRUCTION LIMITS

NATURAL GAS LINE

WATER LINE

FIRE WATER LINE

SANITARY SEWER LINE

FIRE HYDRANT

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

SAN

SS MH-01

CO-01

A M

E N

D M

E N

2Q R

Pl an s-

SAN

W W

G G G

A/C

CONC.

F.H.

6" S

6" PVC

W W W W W W W W W

W W

E E

W W W W W W W W W W W W W W W WW

W W

W W W W

6" P

6" PVC

2" C

RADIATION TEST

FACILITY

FIR

E AC

ESS LAN

FUTURE EXPANSION (BY OTHERS),

DO NOT ENCROACH

W W

SAN

SS MH-01

W W

W G G

W W

G G

W W

E N

G E

D U

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_C U

dw g

CU401

2Q R

G . L

Y N

B . B

M . M

A Y

E R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_C iv il\ C

R A

D _C

dw g F eb

3, :3

4a m 20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

SHEET KEYNOTES

1. PROVIDE WATERLINE.

2. NATURAL GAS LINE FROM CONNECTION POINT TO THE

METER PROVIDED BY THE GOVERNMENT.

3. PROVIDE SANITARY SEWER LINE.

4. PROVIDE FIRE WATER LINE.

5. PROVIDE FIRE HYDRANT AND BOLLARDS.

6. PROVIDE SANITARY SEWER MANHOLE.

7. CONNECT TO EXISTING WATERLINE.

8. CONNECTION POINT TO EXISTING NATURAL GAS LINE

PROVIDED BY THE GOVERNMENT.

9. NATURAL GAS METER PROVIDED BY THE GOVERNMENT.

CONTRACTOR TO PROVIDE GAS LINE FROM METER INTO

BUILDING.

LEGEND

CONSTRUCTION LIMITS

NATURAL GAS LINE

WATER LINE

FIRE WATER LINE

SANITARY SEWER LINE

FIRE HYDRANT

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

SAN

SS MH-01

CO-01

A M

E N

D M

E N

2Q R

Pl an s-

MISCELLANEOUS ANNOTATION

DEMOLISHED - INDICATED WITH HEAVY DASHED LINETYPES

SYMBOL DESCRIPTION

SHEET NOTE

REVISION NOTE INDICATOR

DETAIL IDENTIFICATION NUMBER

X-XXX

DETAIL

NOT TO SCALE

NUMBER OF SHEET ON WHICH DETAIL IS DRAWN

SYMBOL WHERE DETAIL IS TAKEN

NUMBER OF SHEET ON WHICH DETAIL IS INDICATED

CROSS REFERENCING SYMBOL

MISCELLANEOUS SYMBOLS

SYMBOL DESCRIPTION

DUCTBANK

TYP

4 4

SAND ENCASED DUCTBANK:

EACH BLOCK

INDICATES ONE

DUCT

INDICATES DUCT

SIZE IN INCHES

REFER TO DETAIL ON ES501 FOR TYPICAL DUCTBANK

DETAILS. (4-WAY DUCTBANK WITH 2-4" AND 2-2"

DUCTS SHOWN)

A/C AIR CONDITIONING

A.F.F ABOVE FINISHED FLOOR

A.F.G. ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

AMP AMPERE

B+ DC BUS (POSITIVE)

B- DC BUS (NEGATIVE)

BLDG BUILDING

CAB 9300 BATTERY TEST CABINET

CKT CIRCUIT

CLG CEILING

COND CONDUCTOR, CONDUIT

CNTRL CONTROL

CRAC COMPUTER ROOM AIR CONDITIONING

UNIT

CU CUBIC, COPPER

DIA DIAMETER

DIM DIMENSION

DISC DISCONNECT

DN DOWN

DOD DEPARTMENT OF DEFENSE

EA EACH

ELEC ELECTRIC

EMER EMERGENCY

EMT ELECTRICAL METALLIC TUBING

EXT EXTERIOR

F FAHRENHEIT, FACE

FIG FIGURE

FLA FULL - LOAD AMPERES

FT FORT, FOOT, FEET, FLASH TANK

FU FUSE

GND GROUND

GFI GROUND FAULT INTERRUPT

HP HORSEPOWER, HIGH PRESSURE

HR HOUR

ID INSIDE DIAMETER

IN INCH

KCMIL 1000 CIRCULAR MILS

KV KILOVOLT

KVA KILOVOLT - AMPERE

KVAR KILOVOLT AMPS REACTIVE

KW KILOWATT

MAN MANUAL

MAX MAXIMUM

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MGB MAIN GROUNDING BUSBAR

MH MANHOLE, METAL HALIDE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MTD MOUNTED

MTG MOUNTING

NEC NATIONAL ELECTRIC CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN, NUMBER

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OVHD OVERHEAD

PH PHASE

PNL PANEL

PR PAIR

PRI PRIMARY

PSI POUND FORCE PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RAD RADIUS

RCPT RECEPTACLE

REV REVISION

RGS RIGID GALVANIZED STEEL

RMC RIGID METAL CONDUIT

RPM REVOLUTIONS PER MINUTE

SCHED SCHEDULE

SP SINGLE POLE, SPARE

SPEC SPECIFICATION

SQ SQUARE

SQ FT SQUARE FOOT

STD STANDARD

SW SWITCH

SYS SYSTEM

TEMP TEMPERATURE, TEMPORARY

TMGB TELECOMMUNICATIONS MAIN

GROUNDING BUSBAR

TYP TYPICAL

UGND UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT(S)

VOL VOLUME

WP WEATHER PROOF

XFMR TRANSFORMER

UNDERGROUND COMMUNICATIONS

UNDERGROUND FIBER OPTICSUFx

UCUCx

COMMUNICATIONS MANHOLE

COMMUNICATIONS HANDHOLE

EXISTING

UNDERGROUND SECONDARY

UNDERGROUND PRIMARY

USUSx

UPUPx

NEW

SYMBOL DESCRIPTION

SITE ELECTRICAL SYMBOLS

T PAD MOUNTED TRANSFORMER

ROADWAY/STREET POLE MOUNTED

LIGHTING FIXTURE.

ELECTRICAL MANHOLEEMH

ELECTRICAL HANDHOLEH

EXISTING NEW

SYMBOL DESCRIPTION

SITE TELECOMMUNICATIONS SYMBOLS

CMH

H C

ITEM

TRANSFORMER PAD

SECONDARY CABLE TERMINATION AT MAIN SOURCE DISCONNECT

SYMBOL

TRANSFORMER GROUNDING

TRANSFORMER GROUNDING CONNECTIONS

SECONDARY DUCT BANK, CABLE, TRENCH AND BACKFILL

TRANSFORMER

PRIMARY DUCTBANK, CABLE, TRENCH & BACKFILL

TRANSFORMER SECONDARY LUGS

TRANSFORMER PRIMARY LUGS & TERMINATIONS

TRANSFORMER SECONDARY TERMINATIONS

NEW METER / METER BASE / CT CABINET

PROVIDES INSTALLS PROVIDES INSTALLS

* CONTRACTOR SHALL CONTACT BASE PROJECT MANAGER/ CONTRACTING OFFICER, AND/ RONNIE ENNIS (812) 854-2478 PRIOR TO BID FOR ANY AND ALL ADDITIONAL REQUIREMENTS, COORDINATION, AND SCHEDULING.

CONTRACTOR NSWC CRANE

ELECTRICAL GENERAL NOTES - SITE ABBREVIATIONSLEGEND

DIVISION OF RESPONSIBILITY - ELECTRICAL

ITEMSYMBOL

COMMUNICATIONS TRENCH & BACKFILL

PROVIDES INSTALLS PROVIDES INSTALLS

* CONTRACTOR SHALL CONTACT BASE PROJECT MANAGER/ CONTRACTING OFFICER, AND/OR NEC RYAN JOHNSON

(812) 854-5056 PRIOR TO BID FOR ANY AND ALL ADDITIONAL REQUIREMENTS, COORDINATION, AND SCHEDULING.

CONTRACTOR NSA CRANE

COMMUNICATIONS DUCTBANK

OUTSIDE PLANT COMMUNICATIONS CABLE

DIVISION OF RESPONSIBILITY - TELECOMMUNICATIONS

TELECOMMUNICATIONS SWITCHES AND

ASSOCIATED CABLE TERMINATIONS

1. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS AND LIMITED SURFACE INVESTIGATION IN THE FIELD.

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, INCLUDING LIGHTNING PROTECTION AND GROUNDING. COORDINATE WORK WITH ALL TRADES TO MAINTAIN A MINIMUM OF 3'-0" VERTICAL AND 3'-0"

HORIZONTAL CLEARANCE FROM CROSSING OR ADJACENT UTILITIES.

2. THE LOCATIONS OF EXISTING ELECTRICAL, FIBER, TELEPHONE, CATV, WATER, SEWER, STORM SEWER, AND OTHER UTILITIES AND OTHER SITE FEATURES ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UNDERGROUND AND OTHER UTILITIES PRIOR TO DIGGING WITHOUT ADDITIONAL COST TO

THE GOVERNMENT

3. EXISTING PRIMARY CIRCUITS MUST REMAIN ENERGIZED AND IN SERVICE DURING CONSTRUCTION. POWER OUTAGES MUST BE KEPT TO A MINIMUM. LIVE ELECTRICAL WORK SHALL NOT BE PERMITTED WITHOUT PRIOR

APPROVAL FROM CRANE.

4. CONTRACTOR MUST COORDINATE ALL SITE ELECTRICAL WORK WITH NSWC CRANE. PROVIDE ADVANCED WRITTEN NOTICE TO THE NSWC AND CONTRACTING OFFICER PRIOR TO ANY POWER OUTAGES REQUIRED FOR

CONSTRUCTION.

5. ALL UNDERGROUND CONDUIT SHALL BE CONCRETE ENCASED.

6. REFER TO DIVISION OF RESPONSIBILITY CHART FOR INFORMATION CONCERNING REQUIREMENTS FOR

CONNECTIONS TO ELECTRICAL AND TELECOMMUNICATIONS SYSTEMS.

7. PROVIDE PVC COATED RGS ELBOWS FOR SITE ELECTRICAL CONDUITS/ DUCTBANKS STUBBING UP INTO THE ELECTRICAL AND TELECOM ROOMS, TRANSFORMER, ETC. ALL HORIZONTAL CONDUIT/ DUCTBANK BENDS AND SWEEPS SHALL BE CONCRETE ENCASED TO PROTECT THE DUCT FROM THE PRESSURES DEVELOPED WHILE

PULLING CABLES.

8. UNLESS NOTED OTHERWISE THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE ELECTRICAL AND TELECOMMUNICATIONS WORK AS INDICATED IN THE DIVISION OF RESPONSIBILITY CHARTS FOR ELECTRICAL

AND TELECOMMUNICATIONS.

9. THE CONTRACTOR SHALL CONTACT NSWC CRANE PRIOR TO ANY SITE WORK FOR COORDINATION AND SCHEDULING. CONTRACTOR SHALL ALLOW TWO MONTHS FOR WORK IN CONTRACTOR'S CONSTRUCTION

SCHEDULE.

10. CONTRACTOR SHALL BE RESPONSIBLE TO INCLUDE COORDINATION WITH COMMISSIONING AGENT IN THEIR

APPROVED PROJECT SCHEDULE.

11. A MINIMUM ONE OUT OF EVERY TWO NEW TELECOMMUNICATIONS DUCTS IN DUCTBANK SHALL INCLUDE

INNERDUCTS.

COMMUNICATIONS HAND HOLES AND MANHOLECMH

ADD ALL POLE APPURTANCES (CUTUT, SURGE ARRESTORS,

GROUNDING, RISER, CABLE AND SHIELD, CROSSARMS, MOUNTING

HARDWARE).

ADD JUMPERS FROM EXISTING AERIAL CONDUCTORS TO FUSED

CUTOUTS.

E E

A L

E N

G E

N E

R A

L N

S A

N D

A B

B R

E V

O N

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_E S

dw g

ES001

2Q R

R . M

A Y

C . F

A R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_E le c\ C

R A

D _E

dw g F eb

3, 1:

M M

E N

D M

E N

2Q R

Pl an s-

G G

CONC.

F.H.

6" P

6" PVC

2" C

FFE = 607.5

SD MH-02SD MH-03

SD MH-01

RADIATION TEST

FACILITY

FIR

E AC

ESS LAN

FUTURE EXPANSION (BY OTHERS),

DO NOT ENCROACH

U Px

UPx

U C x U

C x

U C x U

C x

U C x U

C x

U C x

UCx

UCx UCx

U C x U

C x

U C x U

C x

U C x

x UCx

U S U

CMH

U P

P A

A L

E E

A L

A N

O M

M U

O N

S P

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_E S

dw g

ES101

2Q R

R . M

A Y

C . F

A R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_E le c\ C

R A

D _E

dw g F eb

3, 1:

SHEET KEYNOTES

1. PROVIDE UNDERGROUND PRIMARY DUCTBANK AND

CABLE FROM EXISTING ELECTRICAL UTILITY POLE (SHEET

ES102) TO PAD MOUNTED TRANSFORMER.

2. PROVIDE TELECOMMUNICATIONS MANHOLE.

3. PROVIDE UNDERGROUND TELECOMMUNICATIONS DUCT

BANK FROM TELECOMMUNICATIONS MANHOLE TO

TELECOMMUNICATIONS ROOM. ALL OUTSIDE PLANT (OSP)

FIBER CABLE FOR THE FACILITY WILL BE GFGI.

4. PROVIDE UNDERGROUND SECONDARY ELECTRICAL

SERVICE FROM TRANSFORMER TO MAIN BREAKER IN MAIN

SERVICE PANEL.

GRAPHICS

20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

SCALE:1" = 20'

PARTIAL SITE ELECTRICAL AND TELECOMMUNICATIONS PLAN

4 4 4 4

ES502

4 4

ES101

ES102

ES101

ES102

M M

E N

D M

E N

2Q R

Pl an s-

U Px

U C x U

C x

U C x U

C x

U C x U

C x

U C x U

C x

U C x U

C x

U C x U

C x

U C x

H E

3-99

3-97

UPx

UPx U

U P

P A

A L

E E

A L

A N

O M

M U

O N

S P

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_E S

dw g

ES102

2Q R

R . M

A Y

C . F

A R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_E le c\ C

R A

D _E

dw g F eb

3, 1:

SHEET KEYNOTES

GRAPHICS

20' 10' 0 20' 40' 60'

GRAPHIC SCALE: 1" = 20'

SCALE:1" = 20'

SITE ELECTRICAL AND TELECOMMUNICATIONS PLAN

ES101

ES102

4 4

ES101

ES102

1. EXISTING ELECTRICAL UTILITY POLE.

2. PROVIDE UNDERGROUND PRIMARY DUCTBANK AND

CABLE FROM EXISTING ELECTRICAL UTILITY POLE TO PAD

MOUNTED TRANSFORMER.

ES501

M M

E N

D M

E N

2Q R

Pl an s-

1 12

SURFACE MUST BE CUT, PATCHED

AND OTHERWISE REPAIRED TO

MATCH EXISTING SURFACE.

12" WIDE FOIL BACKED

MARKING TAPE

COMPACT SOIL

IN 6" LAYERS

NOTE 6 (TYP)

NOTE 3

2" 3" M

N O

3" M

MIN

MIN 7 1/2"

NOTE 4

NOTE 8

NOTE 2

(TYP)

NOTE 7

BACKFILL USING SATISFACTORY

MATERIAL IN ACCORDANCE

WITH SPECIFICATIONS

TYPICAL CONCRETE ENCASED DUCTBANK: ( , )

1. TOP OF DUCTBANK SHALL BE A MINIMUM OF 24" BELOW

FINISHED GRADE UNLESS OTHERWISE NOTED.

2. PROVIDE SCHEDULE 40 PVC CONDUITS FOR SAND ENCASED

DUCT BANK. REFER TO ELECTRICAL PLAN(S) FOR QUANTITY

AND SIZE OF CONDUITS.

3. PROVIDE TWO (2) 4" 3-CELL MAXCELL INNERDUCTS IN EACH

COMMUNICATIONS CONDUIT.

4. PROVIDE A MINIMUM OF 12" BETWEEN COMMUNICATION AND

ELECTRICAL POWER DUCTS.

5. PROVIDE EB TYPE CONDUIT OR BETTER FOR CONCRETE

ENCASED DUCT BANK. REFER TO ELECTRICAL PLAN(S) FOR

QUANTITY AND SIZE OF CONDUITS.

6. PROVIDE PULL WIRE IN ALL UNUSED CONDUITS, AND SEAL TO

PREVENT WATER PENETRATION.

7. EACH LENGTH OF CONCRETE DUCTBANK ENCASEMENT

SHALL BE INSTALLED IN ONE CONTINUOUS POUR. IF

MULTIPLE POURS ARE REQUIRED, CONTRACTOR SHALL

PROVIDE A CONSTRUCTION JOINT DETAIL FOR CONTRACTING

OFFICER REVIEW AND ACCEPTANCE PRIOR TO

INSTALLATION.

8. SLOPE EARTH EXCAVATION AT A MINIMUM RATE OF TWO

HORIZONTAL TO ONE VERTICAL OR AS RECOMMENDED BY

THE GEOTECHNICAL ENGINEER.

4 4 4

X Y

GROUND ROD

#6 BARE COPPER

GROUND WIRE IN

1/2" PVC SLEEVE

PROVIDE GROUND

LUG IN HAND HOLE

HEAVY DUTY COVER RATED FOR A

VERTICAL TEST/DESIGN LOAD OF

33,750/22,500 LB. OVER A 10'X20' PLATE .

COVER SHALL HAVE 0.5 MINIMUM

COEFICIENT OF FRICTION.

POLYMER CONCRETE REINFORCED

WITH HEAVY-WEAVE FIBERGLASS.

DESIGNED FOR A VERTICAL TEST/DESIGN

LOAD OF 33,750/22,500 LB. AND A LATERAL

TEST/DESIGN LOAD OF 1,200/800 LB/SQFT.

ELECTRICAL HAND HOLE

3/8" STAINLESS

STEEL BOLTS

E 3630

NOMINAL DIMENSIONS (INCHES)

TYPE X Y Z

DUCTBANK NOTES

ES001

E E

A L

D E

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_E S

dw g

ES501

2Q R

R . M

A Y

C . F

A R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_E le c\ C

R A

D _E

dw g F eb

3, 1:

NOT TO SCALE

DETAIL

NOT TO SCALE

DETAIL

2/ 3/

A M

M E

N D

M E

N T

2Q R

Pl an s-

FIXED TOP

RUNG

GRADE

REMOVABLE LADDER,

GALVANIZED

NOTE:

TERMINATE PVC CONDUIT IN

BELL ENDS SET FLUSH WITH

INSIDE SURFACE OF MH.

GROUT INTO PLACE. (BY

SEDCO, CARLON OR EQUAL)

SUMP-12"x12"x12" I.D. WITH CAST

IRON FRAME AND GRATE W.I.W.

14"x14" ANGEL SET

FLOOR TO SLOPE TO

SUMP 3/4" (+/-)

PULLING IN IRON 1 PER WALL

OPPOSITE DUCTBANK (EYEBOLT

TYPE) LOCATED APPX. 6-12

INCHES BELOW OPPOSITE

DUCTBANK.

JOINT

SEAL

36" DIAMETER x 36"

DEEP GRAVEL

FRENCH DRAIN

1" DIAMETER HOLE

FOR GROUND ROD

PER NFPA 70

NOTES

HEAVY DUTY MANHOLE RING AND COVER FOR STREET LOADINGS.

MANUFACTURED BY WESTERN IRON WORKS IN SAN ANGELO, TEXAS OR EQUAL.

MODEL B-30 WITH COVER MARKED "COMMUNICATIONS". COVER WILL BE

PROVIDED WITH 2 LIFT HANDLES 30" CLEAR OPENING AND SECURITY FASTENER

SYSTEM.

PROVIDE 42" I.D. MANHOLE RISERS AD

REQUIRED FOR ADDITIONAL HEIGHT

42" DIAMETER

ACCESS

6" SELECT FILL

6'x12' CLEAR INSIDE DIM

CONDUITS AS INDICATED

ON SITE PLAN

CONDUIT WINDOWS (RECESSED NON

REINFORCED WALL SECTION). AS

REQUIRED TO ALLOW PERSONNEL TO

EASILY PLACE DUCT.

1. WALLS AND FLOOR 6" THICK REINFORCED CONCRETE. (LUCENT 22-505-210 OR EQUAL)

2. REINFORCED TO SATISFY H-20 HIGHWAY LOADING. TOP SECTION ACROSS 8 FOOT

WIDTH-#6 @ 6" EXTENDING VERTICALLY-#5 @ 12" O.C. HORIZONTALLY-#4 @ 12" O.C.

BOTTOM SECTION #4 @ 12" O.C.E.W. THROUGHOUT SUMP SHALL BE MONOLITHIC

3. 2 CABLE RACKS PROVIDED PER LONG WALL, JOSLYN 5125 OR EQUAL INSIDE DIAMETER

OF CONDUIT WILL BE MINIMUM OF 4 INCHES, DUCT BANK TOP WILL BE A MINIMUM OF 36

INCHES BELOW FINISHED GRADE.

REDUCER

3" GRADE RING

6" GRADE RING

12" GRADE RING

GROUNDING

RIBBON

7/8" PULLING IRON

4 TOTAL

12"

SUMP

2" DIA. TERMADUCTS

4 EACH SIDE WALL

8 TOTAL

4" DIA. TERMADUCTS

16 BASE END WALLS

20 TOP END WALLS

36 TOTAL

27"Ø A1105

RING AND COVER5/8" STAINLESS STEEL

UNC BOLTS

(4 TOTAL)

LADDER AND GALVANIZED

STEP RUNGS INCLUDED

(NOT SHOWN)

MASTIC SEALANT

REQUIRED TO BE

PLACED BETWEEN

EACH SECTION

DESIGNATION

L W H

MANHOLE/VAULT SPECIFICATIONS

VAULT

SIZE

STANDARD MANHOLE

ASSEMBLY

(PROVIDE GRADE

RINGS AND LADDER

RUNGS AS REQUIRED

TO BRING COVER TO

GRADE.)

PROVIDE 3' OF

GROUND RIBBON

(TYPICAL ALL WALLS)

BOND TO REBAR.

INSIDE DIMENSIONS THICKNESS

FLOOR WALL TOP

CMH 6'-0" 12'-0" 7'-0" 6" 6" 6"6x12x7

TYPICAL MANHOLE / MAINTENANCE HOLE

CABLE RACKING

12"

SUMP

PROVIDE 3' OF

GROUND RIBBON

(TYPICAL ALL WALLS)

BOND TO REBAR.

PULLING IRON

(TYPICAL OF 4)

CABLE RACK

(TYPICAL)

E E

A L

D E

U .S

. A R

M Y

C O

R P

S O

F E

N G

E R

3, C R

A D

_E S

dw g

ES502

2Q R

R . M

A Y

C . F

A R

M A

S O

H A

N G

E R

A N

S I D

CERTIFIED FINAL SUBMITTAL

C R

A N

E R

A D

O N

T E

S T

Y D

E S

B U

N S

W C

C R

A N

D R

. M A

N L

E R

G P

E N

K Y

C H

E C

K E

D B

D R

A W

N B

U E

D A

SHEET ID

N A

M E

2 3 4 5 6 7 8 9 10

S O

N N

D E

N E

D B

M A

R K

S U

B M

D B

D A

C O

A C

T N

US Army Corps of Engineers

C A

O R

Y C

O D

D E

S C

P :\P ro je ct s\

A D

S he et s\

_E le c\ C

R A

D _E

dw g F eb

3, 1:

am NOT TO SCALE

DETAIL1

2/ 3/

A M

M E

N D

M E

N T

2Q R

Pl an s-

FINISH FLOOR

100' - 0"

HIGH BAY ROOF

130' - 0"

GIRTS, BY MBM

ROOF PURLINS,

BY MBM

METAL ROOF

DECK

RIGID FRAME,

BY MBM

TEST CELL

COL

LINE

COL

LINE

FINAL DESIGN OF

DEEP FOUNDATIONS

BY CONTRACTOR

FINAL DESIGN OF

DEEP FOUNDATIONS

BY CONTRACTOR

FINAL DESIGN OF

DEEP FOUNDATIONS

BY CONTRACTOR

118' - 0"

TO WALL

122' - 5"

TO SLAB

GEO1

GEO2

SHEET ID

1 2 6 7

D R

A W

N B

D E

N B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

A N

S I D

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

D E

N B

D R

F P

N S

W C

C ra n e

F E

W Q

R D

M T

H O

M P

S O

B R

E N

N E

M A

S O

H A

N G

E R

C R

A D

-2 .d w g

S-200

D D

E Y

S C

H E

M A

F R

A M

S E

C T

C R

A N

E R

A D

T E

S T

F A

S -2

CERTIFIED FINAL SUBMITTAL

L O

L E

T R

R M

A R

L U

T H

E R

G P

L A

C E

L O

L E

E N

T U

C K

SCALE: 1/8" = 1'-0"S-200

SCHEMATIC FRAMING SECTIONA

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

M A

R K

D E

S C

N D

A T

A M

E N

D M

E N

2Q R

Pl an s-

2 3 654

SPG

MAINTENANCE

AREA

SPG

MAINTENANCE

AREA

ACCESS PATH

A C

C E

S S

P A

T H

SPG ANCILLARY

EQUIP AREA

E L

E C

R E

DAS CONTROL

ROOM

SPG TEST CELL

SHOP SPACE

25' - 6"

11" 14' - 8" 11' - 6" 103' - 4" 11"

MEN

WOMEN

JAN.

MULTI-PURPOSE

VESTIBULE

131' - 4"

11"

MECHANICAL

11"

131' - 4"

ELEC.

TELECOMM

ELEC. AREA

ANCILLARY

27' - 8" 3' - 4"

22' - 6" 6' - 4" 3' - 4" 6' - 0" 10' - 0" 6' - 4"

6' - 0"

29' - 10"

32' - 6"

SECURE AREA BOUNDARY.

SPACE DIVISION LINES

SHEET ID

1 2 6 7

D R

A W

N B

D E

N B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

A N

S I D

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

A M

M E

N D

M E

N T

D E

N B

D R

F P

N S

W C

C ra n e

J A

W Q

R D

K B

L A

N F

O R

M S

E R

M A

S O

H A

N G

E R

C R

A D

-1 .d w g

A-110

L O

L E

T R

R M

A R

L U

T H

E R

G P

L A

C E

L O

L E

E N

T U

C K

A M

C C

O Y

E N

N E

D F

L O

O R

P L A

C R

A N

E R

A D

T E

S T

F A

A -1

CERTIFIED FINAL SUBMITTAL

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

SCALE: 1/8" = 1'-0"

DIMENSIONED FLOOR PLAN

LEGEND

GENERAL SHEET NOTES

1 REFER TO STRUCTURAL DRAWINGS FOR FINISH FLOOR

ELEVATIONS.

2 DIMENSIONS FOR METAL STUD/GYPSUM BOARD WALLS

ARE FROM FACE OF STUD TO FACE OF STUD OR COLUMN

LINE.

3 ALL GYPSUM BOARD EXTERNAL CORNERS SHALL HAVE

RESILIENT CORNER GUARDS.

4 PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT

BUILDING PERIMETER WALLS.

5 PROVIDE BLOCKING IN AREAS OF WALL AND CEILING

MOUNTED ITEMS. REFER TO ELECTRICAL AND FURNITURE

PLANS.

6 COORDINATE OIL CONTAINMENT LOCATIONS WITH THE

END USER, CRANE SAFETY, AND ENVIRONMENTAL.

7 TESTING AND SHOP EQUIPMENT (NOT SHOWN) WILL BE

GFGI. REFER TO ATTACHMENTS FOR ADDITIONAL

INFORMATION.

8 COORDINATE LOCATION OF SPACE DESIGNATION AND

SAFETY MARKINGS WITH THE END USER AND CRANE

SAFETY.

ROOM SCHEDULE

ROOM NO. ROOM NAME AREA

100 MECHANICAL 427 SF

101 VESTIBULE 111 SF

102 MEN 117 SF

103 WOMEN 117 SF

104 JAN. 41 SF

105 MULTI-PURPOSE 103 SF

106 ACCESS PATH 1,758 SF

107 ELEC. AREA 35 SF

108 ELEC. 123 SF

109 TELECOMM 123 SF

110 DAS CONTROL ROOM 334 SF

111 ELEC. AREA 68 SF

112 SPG ANCILLARY EQUIP AREA 399 SF

113 SHOP SPACE 416 SF

114 SPG MAINTENANCE AREA 201 SF

115 SPG MAINTENANCE AREA 1,545 SF

116 SPG TEST CELL 1,461 SF

117 ANCILLARY 317 SF

M A

R K

D E

S C

N D

A T

2Q R

Pl an s-

A-300

2 3 654

A-300

4 44

444 4

7 7 7

7 7 7 7

SPG

MAINTENANCE

AREA

SPG TEST CELL

SPG ANCILLARY

EQUIP AREA

ACCESS PATH

SPG

MAINTENANCE

AREA

114SHOP SPACE

A C

C E

S S

P A

T H

DAS CONTROL

ROOM

E L

E C

R E

MECHANICAL

VESTIBULE

JAN.

MEN

WOMEN

MULTI-PURPOSE

ELEC. AREA

ELEC.

TELECOMM

ANCILLARY

TYP.

SECURE AREA BOUNDARY.

SPACE DIVISION LINES

SHEET ID

1 2 6 7

D R

A W

N B

D E

N B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

A N

S I D

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

A M

M E

N D

M E

N T

D E

N B

D R

F P

N S

W C

C ra n e

J A

W Q

R D

K B

L A

N F

O R

M S

E R

M A

S O

H A

N G

E R

C R

A D

-1 .d w g

A-111

L O

L E

T R

R M

A R

L U

T H

E R

G P

L A

C E

L O

L E

E N

T U

C K

A M

C C

O Y

N O

T E

D F

L O

O R

P L A

C R

A N

E R

A D

T E

S T

F A

A A

-1

CERTIFIED FINAL SUBMITTAL

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

SCALE: 1/8" = 1'-0"

NOTED FLOOR PLAN

LEGEND

FLOOR PLAN KEY NOTES

1 6" DIAMETER BOLLARD.

2 TEST CELL INCLUDING MAZE CONSTRUCTED OF

POURED CONCRETE WALLS AND CEILING.

3 ENTRY MAT

4 PRE-FINISHED METAL DOWNSPOUT, REFER TO

ELEVATIONS.

5 KNOX BOX TO BE PROVIDED AND INSTALLED BY THE

CONTRACTOR. CONTRACTOR TO COORDINATE

REQUIREMENTS WITH THE FIRE DEPARTMENT.

6 RAISED ACCESS FLOORING ABOVE DEPRESSED SLAB.

7 CAST IRON DOWNSPOUT BOOT. CONNECT TO

UNDERGROUND STORM DRAINAGE SYSTEM AND

STORM SEWER.

8 PALLET RACK (120 "L X 48"W X 120"H)

9 PRE-FABRICATED RF SHIELD ROOM.

10 CELL PHONE LOCKER UNIT (BASIS OF DESIGN H-4911,

15 LOCKER, 27" WIDE X 31" HIGH), MOUNT PER

MANUFACTURER'S RECOMMENDATIONS.

11 SPG MINIMUM OIL SPILL BOUNDARY TO

ACCOMMODATE 600 GALLONS.

12 USER TEST AREA BOUNDARY LINE.

13 TEST CELL ACCESS PATH.

14 ELECTRIC HI-LOW WATER COOLERS AND BOTTLE

FILLING STATION.

15 CYLINDER LOCKER, 10-TANK CAPACITY.

16 BRIDGE CRANE. NON-MOTORIZED.

17 INSULATED OVERHEAD DOOR.

18 SLIDING RADIATION SHIELD DOOR AND ASSOCIATED

EMBEDDED RAILS.

GENERAL SHEET NOTES

1 REFER TO STRUCTURAL DRAWINGS FOR FINISH FLOOR

ELEVATIONS.

2 DIMENSIONS FOR METAL STUD/GYPSUM BOARD WALLS

ARE FROM FACE OF STUD TO FACE OF STUD OR COLUMN

LINE.

3 ALL GYPSUM BOARD EXTERNAL CORNERS SHALL HAVE

RESILIENT CORNER GUARDS.

4 PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT

BUILDING PERIMETER WALLS.

5 PROVIDE BLOCKING IN AREAS OF WALL AND CEILING

MOUNTED ITEMS. REFER TO ELECTRICAL AND FURNITURE

PLANS.

6 COORDINATE OIL CONTAINMENT LOCATIONS WITH THE

END USER, CRANE SAFETY, AND ENVIRONMENTAL.

7 TESTING AND SHOP EQUIPMENT (NOT SHOWN) WILL BE

GFGI. REFER TO ATTACHMENTS FOR ADDITIONAL

INFORMATION.

8 COORDINATE LOCATION OF SPACE DESIGNATION AND

SAFETY MARKINGS WITH THE END USER AND CRANE

SAFETY.

M A

R K

D E

S C

N D

A T

2Q R

Pl an s-

3 654 7

4' - 0"

4' - 0" 7' - 10" 50' - 0" 5' - 6"

3' - 0" 1' - 0"

5' - 0"

SHEET ID

1 2 6 7

D R

A W

N B

D E

N B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

A N

S I D

C A

T E

G O

R Y

C O

D E

3 4 5 8 9 10

A M

M E

N D

M E

N T

D E

N B

D R

F P

N S

W C

C ra n e

J A

W Q

R D

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L A

N F

O R

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O R

N E

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S O

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A D

-1 .d w g

A-113

L O

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L U

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L O

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C K

A M

C C

O Y

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L A

R G

E D

T E

S T

C E

L L P

L A

C R

A N

E R

A D

T E

S T

F A

A A

-1

CERTIFIED FINAL SUBMITTAL

4' 02' 8' 12'4'

GRAPHIC SCALE: = 1'-0"¼"

SCALE: 1/4" = 1'-0"

ENLARGED TEST CELL PLAN

GENERAL SHEET NOTES

1 REFER TO NOTED FLOOR PLAN AND

STRUCTURAL SECTIONS OF DB RFP FOR

ADDITIONAL INFORMATION.

2 REFER TO RFP ATTACHMENT C FOR MINIMUM

SLIDING DOOR DIMENSIONS, CEILING

THICKNESS, TEST CELL CEILING HEIGHTS,

AND ENTRANCE MAZE CEILING HEIGHTS.

M A

R K

D E

S C

N D

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2 2 2 2

2" / 12"

2 2 2 2

SHEET ID

1 2 6 7

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-1

CERTIFIED FINAL SUBMITTAL

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

SCALE: 1/8" = 1'-0"

ROOF PLAN

ROOF PLAN TAG NOTES

1 PRE-FINISHED METAL ROOF PANELS.

2 PRE-FINISHED METAL GUTTER AND DOWNSPOUT.

3 PRE-FINISHED METAL RIDGE CAP

GENERAL SHEET NOTES

1 ROOF SLOPES ARE NOMINAL.

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Pl an s-

12" 1"

12"

FINISH FLOOR

100' - 0"

1 24

TYP

12"

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

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-2

CERTIFIED FINAL SUBMITTAL

SCALE: 1/8" = 1'-0"A-200

WEST ELEVATION1

SCALE: 1/8" = 1'-0"A-200

SOUTH ELEVATION2

GENERAL SHEET NOTES

1 PROVIDE BACKER RODS AND SEALANT AT JOINTS

BETWEEN DISSIMILAR MATERIALS. MINIMUM 3/4".

2 REFER TO STRUCTURAL DRAWINGS FOR FINISH FLOOR

ELEVATIONS.

(ALL NOTES MAY NOT BE USED ON THIS SHEET)

ELEVATION TAG NOTES

1 PRE-FINISHED INSULATED METAL PANEL. (MIN. R-19)

2 FINISH GRADE.

3 INSULATED OVERHEAD COILING DOOR.

4 CAST IRON DOWNSPOUT BOOT. CONNECT TO

UNDERGROUND STORM DRAINAGE SYSTEM AND STORM

SEWER.

5 PRE-FINISHED METAL GUTTER AND DOWNSPOUT.

6 6" DIAMETER BOLLARD.

7 INSULATED HOLLOW METAL DOOR AND FRAME.

9 PRE-FINISHED METAL ROOF PANELS.

10 PRE-FINISHED METAL TRIM.

11 INSULATED HOLLOW METAL HALF GLASS DOOR AND

FRAME.

12 PRE-FINISHED METAL RIDGE CAP.

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

M A

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7 7

TYP

12"

FINISH FLOOR

100' - 0"

TYP

12"

SHEET ID

1 2 6 7

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-2

CERTIFIED FINAL SUBMITTAL

SCALE: 1/8" = 1'-0"A-201

NORTH ELEVATION2

GENERAL SHEET NOTES

1 PROVIDE BACKER RODS AND SEALANT AT JOINTS

BETWEEN DISSIMILAR MATERIALS. MINIMUM 3/4".

2 REFER TO STRUCTURAL DRAWINGS FOR FINISH FLOOR

ELEVATIONS.

(ALL NOTES MAY NOT BE USED ON THIS SHEET)

ELEVATION TAG NOTES

1 PRE-FINISHED INSULATED METAL PANEL. (MIN. R-19)

2 FINISH GRADE.

3 INSULATED OVERHEAD COILING DOOR.

4 CAST IRON DOWNSPOUT BOOT. CONNECT TO

UNDERGROUND STORM DRAINAGE SYSTEM AND STORM

SEWER.

5 PRE-FINISHED METAL GUTTER AND DOWNSPOUT.

6 6" DIAMETER BOLLARD.

7 INSULATED HOLLOW METAL DOOR AND FRAME.

9 PRE-FINISHED METAL ROOF PANELS.

10 PRE-FINISHED METAL TRIM.

11 INSULATED HOLLOW METAL HALF GLASS DOOR AND

FRAME.

12 PRE-FINISHED METAL RIDGE CAP.

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

SCALE: 1/8" = 1'-0"A-201

EAST ELEVATION1

M A

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Pl an s-

2 3 654 7 81

100' - 0"

A F D

G B

SHEET ID

1 2 6 7

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US Army Corps of Engineers ®

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G O

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3 4 5 8 9 10

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-3

CERTIFIED FINAL SUBMITTAL

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

SCALE: 1/8" = 1'-0"A-300

BUILDING SECTION2

SCALE: 1/8" = 1'-0"A-300

BUILDING SECTION1

GENERAL SHEET NOTES

1 REFER TO STRUCTURAL DRAWINGS FOR CONCRETE SLAB

ELEVATION.

2 PROVIDE EXPANSION JOINTS AT ALL DISSIMILAR

CONSTRUCTION AND CHANGES IN ROOF ELEVATION.

3 PROVIDE BACKER ROD AND SEALANT AT JOINTS

BETWEEN DISSIMILAR MATERIALS (MINIMUM 3/4").

M A

R K

D E

S C

N D

A T

2Q R

Pl an s-

FURNITURE IS GFGI (GOVERNMENT FURNISHED GOVERNMENT INSTALLED).

FURNITURE IS NOT IN CONSTRUCTION CONTRACT AND IS FOR REFERENCE

ONLY.

REFER TO SHEET I-110 FOR FURNITURE LOCATIONS.

SEATING

TAG FURNITURE DESCRIPTION

TASK CHAIR

FURNITURE TAG: CH1

CH1

FURNITURE LEGEND NOTESFURNITURE LEGEND

FILING/STORAGE

FURNITURE DESCRIPTION

WORKSTATIONS

FURNITURE DESCRIPTION

WASTE RECEPTACLES

FURNITURE DESCRIPTION

WASTE RECEPTACLE - MEDIUM

14" W x 18" D x 15" H, 7 GALLON

FURNITURE TAG: W1

DESKSIDE RECYCLING -

MEDIUM

14" W x 10" D x 15" H, 7 GALLON

FURNITURE TAG: R1CH2

DESK-BASED UNIT

NO STORAGE UNDERNEATH

72"W X 30"D

FURNITURE TAG: D2

TAGTAG TAG

5-HIGH STORAGE CABINET

36"W

FURNITURE TAG: SC1

SC1

TASK STOOL

FURNITURE TAG: CH2

WA1

WORKBENCH W/ WOOD TOP

72"W X 30"D

FURNITURE TAG: WA1

SHEET ID

1 2 6 7

D R

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US Army Corps of Engineers ®

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I-001

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I I-

CERTIFIED FINAL SUBMITTAL

M A

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Pl an s-

SPG TEST CELL

SPG

MAINTENANCE

AREA

DAS CONTROL

ROOM

E L

E C

R E

SPG ANCILLARY

EQUIP AREA

ACCESS PATH

SPG

MAINTENANCE

AREA

ACCESS PATH

SHOP SPACE

VESTIBULE

JAN.

MEN

WOMEN

MULTI-PURPOSE

TYP

SC1

TYP

CH2

TYP

WA1

TYP

CH2

TYP

WA1

TYP

CH1

TYP

MECHANICAL

TELECOMM

ELEC.

ELEC. AREA

ANCILLARY

1. FURNITURE IS GFGI.

2. FURNITURE IS NOT IN CONSTRUCTION CONTRACT AND IS

FOR REFERENCE ONLY.

3. REFER TO I-001 FOR FURNITURE LEGEND.

SHEET ID

1 2 6 7

D R

A W

N B

D E

N B

S U

B M

E D

B Y

E N

A M

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D A

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US Army Corps of Engineers ®

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I-

CERTIFIED FINAL SUBMITTAL

SCALE: 1/8" = 1'-0"

FURNITURE PLAN

04'8' 16' 24'8'

GRAPHIC SCALE: ⅛" = 1'-0"

FURNITURE PLAN NOTES

M A

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2Q R

Pl an s-

G-001 COVER SHEET

G-002 DESIGN REQUIREMENTS

G-003 DESIGN REQUIREMENTS

G-201 LOCATION MAP

V-101 SITE SURVEY PLAN

CD101 DEMOLITION PLAN

CS101 LAYOUT PLAN

CS401 ENLARGED LAYOUT PLAN (BASE BID)

CS401A ENLARGED LAYOUT PLAN (OPTION)

CG101 CONCEPTUAL GRADE AND DRAIN PLAN

CG401 ENLARGED CONCEPTUAL GRADE AND DRAIN PLAN (BASE BID)

CG401A ENLARGED CONCEPTUAL GRADE AND DRAIN PLAN (OPTION)

CU101 UTILITY PLAN

CU401 ENLARGED UTILITY PLAN

ES001 SITE ELECTRICAL LEGEND, GENERAL NOTES, AND ABBREVIATIONS

ES101 SITE ELECTRICAL PLAN

ES102 PARTIAL SITE ELECTRICAL AND TELECOMMUNICATIONS PLAN

ES501 SITE ELECTRICAL DETAILS

ES502 SITE ELECTRICAL DETAILS

S-200 SCHEMATIC FRAMING SECTION

A-110 - DIMENSIONED FLOOR PLAN

A-111 - NOTED FLOOR PLAN

A-113 ENLARGED TEST CELL PLAN

A-130 ROOF PLAN

A-200 BUILDING ELEVATIONS

A-201 BUILDING ELEVATIONS

A-300 BUILDING SECTIONS

I-001 FURNITURE LEGEND

I-110 - FURNITURE PLAN

File details come from the government source that posted it. Updated Feb 6, 2021.