W912QR20R0016Plans-0001.pdf
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- Crane Radiation Test Facility
- Solicitation number
- W912QR20R0016
About this file
This document provides details for a federal contract solicitation seeking design and construction services for a Radiation Test Facility at Naval Surface Warfare Center Crane in Indiana. The solicitation is for a construction project with an estimated cost between $5-10 million and NAICS code 236220. It is a full and open competition requiring compliance with System for Award Management registration and HUBZone price evaluation preferences. The solicitation was issued by the Department of the Army Corps of Engineers Louisville District for an opportunity available through the Federal Business Opportunities website.
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Text version
US Army Corps of Engineers
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5
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FOR OFFICIAL USE ONLY
LOUISVILLE DISTRICT
CRANE RADIATION TEST FACILITY
DESIGN BUILD RFP
ISSUE DATE: JULY 2, 2020
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
CG101 GRADE AND DRAIN PLAN
CG401 ENLARGED GRADE AND DRAIN PLAN
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
ES503 SITE ELECTRICAL DETAILS
S-200 SCHEMATIC FRAMING SECTION
A-110A DIMENSIONED FLOOR PLAN - BASE BID
A-110B DIMENSIONED FLOOR PLAN - OPTION B
A-111A NOTED FLOOR PLAN - BASE BID
A-111B NOTED FLOOR PLAN - OPTION B
A-113 ENLARGED TEST CELL PLAN
A-200A BUILDING ELEVATIONS - BASE BID
A-200B BUILDING ELEVATIONS - OPTION B
A-201A BUILDING ELEVATIONS - BASE BID
A-201B BUILDING ELEVATIONS - OPTION B
A-300 BUILDING SECTIONS
I-001 FURNITURE LEGEND
I-110A FURNITURE PLAN - BASE BID
I-110B FURNITURE PLAN - OPTION B
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HIGHWAY 5
HIGHWAY 331
MAIN GATE
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VISITORS CENTER
HAUL ROUTE
HAUL ROUTE
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2Q R
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
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FT. WAYNE
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BLOOMINGTON
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NSA CRANE
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D V d l p m
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
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
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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
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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10" VENT PIPES
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SANITARY MANHOLE RIM ELEV.: 596.80' F.L. ELEV.: 587.30'
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SANITARY MANHOLE RIM ELEV.: 601.21' F.L. ELEV.: 592.79'
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SANITARY MANHOLE RIM ELEV.: 606.61' F.L. ELEV.: 602.69'
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6" CMP O.E. 603.47'
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TRENCH DRAIN RIM ELEV.: 607.90' F.L. ELEV.: 605.91'
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TRENCH DRAIN RIM ELEV.: 607.88' F.L. ELEV.: 606.89'
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EXISTING BUILDING 3059
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HWY 538 (GRAVEL DRIVE)
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JEEP TRAIL 4
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15" CMP I.E.:592.88'
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CP#20
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SANITARY MANHOLE RIM ELEV.: 586.82'
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GASLINE MARKER
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DIRT PILES
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PER PLANS SUPPLIED BY CLIENT NOT FIELD VERIFIED
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D d l p m
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
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
AGGREGATE PAVEMENT REMOVAL
CLEARING AND GRUBBING AREA
SHEET KEYNOTES
1. OPTION 2: REMOVE EXISTING AGGREGATE PAVEMENT.
2. REMOVE EXISTING WATERLINE.
3. REMOVE EXISTING FIRE HYDRANT.
4. 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.
5. REMOVE EXISTING STORM DRAINAGE PIPE.
6. UNKNOWN UNDERGROUND STRUCTURE. DO NOT
DISTURB.
W
2Q R
R
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
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SANITARY MANHOLE RIM ELEV.: 596.80' F.L. ELEV.: 587.30'
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SANITARY MANHOLE RIM ELEV.: 601.21' F.L. ELEV.: 592.79'
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SANITARY MANHOLE RIM ELEV.: 606.61' F.L. ELEV.: 602.69'
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TRENCH DRAIN RIM ELEV.: 607.90' F.L. ELEV.: 605.91'
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AutoCAD SHX Text F.F.E.: 607.87'
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8" RAISED PIPE
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EXISTING BUILDING 3059
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HWY 538 (GRAVEL DRIVE)
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JEEP TRAIL 4
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15" CMP I.E.:592.88'
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SANITARY MANHOLE RIM ELEV.: 586.82'
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T I O
N
P P r o j e c t s
C
A D
B
I M
S h e e t s C i v i l C
R A
D C
S d l p m
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
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.
3. DIMENSIONS ARE FROM CENTER OF PAVEMENT
MARKINGS UNLESS OTHERWISE NOTED OR SHOWN.
CS401
LEGEND
CONSTRUCTION LIMITS
AGGREGATE OR BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
SHEET KEYNOTES
1. BASE BID: PROVIDE AGGREGATE PAVEMENT.
OPTION 2: PROVIDE BITUMINOUS PAVEMENT.
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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TRENCH DRAIN RIM ELEV.: 607.90' F.L. ELEV.: 605.91'
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TRENCH DRAIN RIM ELEV.: 607.88' F.L. ELEV.: 606.89'
AutoCAD SHX Text F.F.E.: 607.87'
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EXISTING BUILDING 3059
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HWY 538 (GRAVEL DRIVE)
AutoCAD SHX Text
JEEP TRAIL 4
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15" CMP I.E.:592.88'
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15" CMP O.E.: 592.18'
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CP#20
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CP#21
AutoCAD SHX Text B#12
AutoCAD SHX Text B#9
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W Q
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G
L Y
N N
B
B
I D
D L E
M
M
A Y
E R
M A
S O
N
G E
R
A N
S I
D
CERTIFIED FINAL SUBMITTAL
C R
A N
E
R
A D
I A
T I O
N
T
E S
T
F
A C
I L I T
Y
D E
S I G
N
B
U I
P
N S
A
N E
D
R
M
A R
T
T H
N
G
P
L A
C E
L O
U I S
V I L
E N
T U
C K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
US Army Corps of Engineers
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s
C
A D
B
I M
S h e e t s C i v i l C
R A
D C
S d l p m
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
N
SHEET KEYNOTES
1. BASE BID: PROVIDE AGGREGATE PAVEMENT.
OPTION 2: PROVIDE BITUMINOUS PAVEMENT.
2. PROVIDE CONCRETE PAVEMENT.
3. PROVIDE CONCRETE STOOP.
4. PROVIDE EQUIPMENT PAD.
5. PROVIDE SIDEWALK.
6. PROVIDE HANDICAP PAVEMENT MARKING AND SIGNS.
7. PROVIDE 4" WHITE PAVEMENT MARKINGS.
8. PROVIDE CONCRETE DUMPSTER PAD.
TYP
LEGEND
CONSTRUCTION LIMITS
AGGREGATE OR BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction
AutoCAD SHX Text
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TRENCH DRAIN RIM ELEV.: 607.90' F.L. ELEV.: 605.91'
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TRENCH DRAIN RIM ELEV.: 607.88' F.L. ELEV.: 606.89'
AutoCAD SHX Text F.F.E.: 607.87'
AutoCAD SHX Text 7"
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EXISTING BUILDING 3059
AutoCAD SHX Text
CP#20
AutoCAD SHX Text B#12
AutoCAD SHX Text B#9
AutoCAD SHX Text B#10
AutoCAD SHX Text B#13
AutoCAD SHX Text B#11
AutoCAD SHX Text B#8
AutoCAD SHX Text B#6
AutoCAD SHX Text B#5
AutoCAD SHX Text B#7
AutoCAD SHX Text B#2
B#4
E
E
E
E
E
E
E
E
E
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
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S
A
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F O
F O
F
O
F
O
FO
F
O
F
O
F
O
F
O
F
O
F
O
W
W
D
S
D
S
D
S
D
S
G
G
G
G
G
G
G
G
A/C
A/C
A/C
A/C
CONC.
B
B
S
T
E
E
L
C
C
A/C
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
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F O
F O
F O
F O
F O
F O
F O
F O
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F O
F O
F O
F O
F O
F O
F O
F O
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
SD
C
6" P
VC
C
O P
P E
R
R
A
D
I A
T
I
S
T
F
A
C
I L
I T
Y
F
S
D
S D
S D
S
D
S D
C O
N C
E P
T U
A L
G
R A
A
I N
P L A
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B
B
I D
D L E
M
M
A Y
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M A
S O
N
G E
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A N
S I
D
CERTIFIED FINAL SUBMITTAL
C R
A N
E
R
A D
I A
T I O
N
T
E S
T
F
A C
I L I T
Y
D E
S I G
N
B
U I
P
N S
A
N E
D
R
M
A R
T
T H
N
G
P
L A
C E
L O
U I S
V I L
E N
T U
C K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
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D A
T E
C O
N T
R A
US Army Corps of Engineers
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s
C
A D
B
I M
S h e e t s C i v i l C
R A
D C
G d l p m
30' 15' 0 30' 60' 90'
GRAPHIC SCALE: 1" = 30'
N
CG401
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
SD
RD
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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10" VENT PIPES
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SANITARY MANHOLE RIM ELEV.: 596.80' F.L. ELEV.: 587.30'
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SANITARY MANHOLE RIM ELEV.: 601.21' F.L. ELEV.: 592.79'
AutoCAD SHX Text
SANITARY MANHOLE RIM ELEV.: 606.61' F.L. ELEV.: 602.69'
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TRENCH DRAIN RIM ELEV.: 607.90' F.L. ELEV.: 605.91'
AutoCAD SHX Text
TRENCH DRAIN RIM ELEV.: 607.88' F.L. ELEV.: 606.89'
AutoCAD SHX Text F.F.E.: 607.87'
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8" RAISED PIPE
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EXISTING BUILDING 3059
AutoCAD SHX Text
HWY 538 (GRAVEL DRIVE)
AutoCAD SHX Text
JEEP TRAIL 4
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15" CMP I.E.:592.88'
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CP#20
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CP#21
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SANITARY MANHOLE RIM ELEV.: 586.82'
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GASLINE MARKER
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PER PLANS SUPPLIED BY CLIENT NOT FIELD VERIFIED
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PER PLANS SUPPLIED BY CLIENT NOT FIELD VERIFIED
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D
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D
S
D
SD MH-02
SD MH-03
SD MH-01
S D
S D
R
D
R
D
E N
L A
R G
N
C E
P T
U A
L
G
R A
D E
A N
D
D
R A
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G
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N N
B
B
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D L E
M
M
A Y
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M A
S O
N
G E
R
A N
S I
D
CERTIFIED FINAL SUBMITTAL
C R
A N
E
R
A D
I A
T I O
N
T
E S
T
F
A C
I L I T
Y
D E
S I G
N
B
U I
P
N S
A
N E
D
R
M
A R
T
T H
N
G
P
L A
C E
L O
U I S
V I L
E N
T U
C K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
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D A
T E
C O
N T
R A
US Army Corps of Engineers
C A
T E
G O
D
E
D E
S C
R I P
T I O
N
P P r o j e c t s
C
A D
B
I M
S h e e t s C i v i l C
R A
D C
G d l p m
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
N
SHEET KEYNOTES
1. PROVIDE STORM SEWER PIPE.
2. PROVIDE CATCH BASIN.
3. PROVIDE BIO RETENTION BASIN.
LEGEND
CONSTRUCTION LIMITS
MAJOR CONTOUR
MINOR CONTOUR
STORM SEWER PIPE
ROOF DRAIN
CATCH BASIN
SD
RD
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction
AutoCAD SHX Text
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TRENCH DRAIN RIM ELEV.: 607.90' F.L. ELEV.: 605.91'
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TRENCH DRAIN RIM ELEV.: 607.88' F.L. ELEV.: 606.89'
AutoCAD SHX Text F.F.E.: 607.87'
AutoCAD SHX Text 7"
AutoCAD SHX Text 4"
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AutoCAD SHX Text 4"
AutoCAD SHX Text 6"
AutoCAD SHX Text 22"
AutoCAD SHX Text 24"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
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AutoCAD SHX Text 5"
AutoCAD SHX Text 4"
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AutoCAD SHX Text 5"
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EXISTING BUILDING 3059
AutoCAD SHX Text
CP#20
AutoCAD SHX Text B#12
AutoCAD SHX Text B#9
AutoCAD SHX Text B#10
AutoCAD SHX Text B#13
AutoCAD SHX Text B#11
AutoCAD SHX Text B#8
AutoCAD SHX Text B#6
AutoCAD SHX Text B#5
AutoCAD SHX Text B#7
AutoCAD SHX Text B#2
E
E
E
E
E
E
E
E
E
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
F O
F O
F
O
F
O
FO
F
O
F
O
F
O
F
O
F
O
F
O
W
W
D
S
D
S
D
S
D
S
G
G
G
G
G
G
G
G
A/C
A/C
A/C
A/C
CONC.
B
B
S
T
E
E
L
C
C
A/C
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F O
F O
F O
F O
F O
F O
F O
F O
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F O
F O
F O
F O
F O
F O
F O
F O
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
SD
C
6" P
VC
C
O P
P E
R
R
A
D
I A
T
I
S
T
F
A
C
I L
I T
Y
FH
F
F
W
W
W
W
W
W
S
A
N
S
A
N
SS MH-01
SS MH-02
W
W
W
W
W
W
W
W
W
G
G
G
G
G
S
A
N
CO-01
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
FH
FH
U T
I L I T
Y
P
L A
N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J U
C R
A D
C
U d w g
CU101
W Q
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G
L Y
N N
B
B
I D
D L E
M
M
A Y
E R
M A
S O
N
G E
R
A N
S I
D
CERTIFIED FINAL SUBMITTAL
C R
A N
E
R
A D
I A
T I O
N
T
E S
T
F
A C
I L I T
Y
D E
S I G
N
B
U I
P
N S
A
N E
D
R
M
A R
T
T H
N
G
P
L A
C E
L O
U I S
V I L
E N
T U
C K
Y
L O
U I S
V I L
S
T R
I C
T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
F I L E
N A
M E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
US Army Corps of Engineers
C A
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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
G
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SS MH-01
CO-01
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2Q R
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
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10" VENT PIPES
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SANITARY MANHOLE RIM ELEV.: 596.80' F.L. ELEV.: 587.30'
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SANITARY MANHOLE RIM ELEV.: 601.21' F.L. ELEV.: 592.79'
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SANITARY MANHOLE RIM ELEV.: 606.61' F.L. ELEV.: 602.69'
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TRENCH DRAIN RIM ELEV.: 607.90' F.L. ELEV.: 605.91'
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TRENCH DRAIN RIM ELEV.: 607.88' F.L. ELEV.: 606.89'
AutoCAD SHX Text F.F.E.: 607.87'
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8" RAISED PIPE
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EXISTING BUILDING 3059
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HWY 538 (GRAVEL DRIVE)
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JEEP TRAIL 4
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15" CMP I.E.:592.88'
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15" CMP O.E.: 592.18'
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CP#20
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CP#21
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SANITARY MANHOLE RIM ELEV.: 586.82'
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GASLINE MARKER
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PER PLANS SUPPLIED BY CLIENT NOT FIELD VERIFIED
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GRAPHIC SCALE: 1" = 20'
N
SHEET KEYNOTES
1. PROVIDE WATERLINE.
2. PROVIDE NATURAL GAS LINE.
3. PROVIDE SANITARY SEWER LINE.
4. PROVIDE FIRE WATER LINE.
5. PROVIDE FIRE HYDRANT AND BOLLARDS.
6. PROVIDE SANITARY SEWER CLEAN OUT.
7. PROVIDE SANITARY SEWER MANHOLE.
8. CONNECT TO EXISTING WATERLINE.
9. CONNECT TO EXISTING NATURAL GAS LINE.
LEGEND
CONSTRUCTION LIMITS
NATURAL GAS LINE
WATER LINE
FIRE WATER LINE
SANITARY SEWER LINE
FIRE HYDRANT
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
G
WW
FF
SAN
FH
SS MH-01
CO-01
W
2Q R
R
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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10" VENT PIPES
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SANITARY MANHOLE RIM ELEV.: 596.80' F.L. ELEV.: 587.30'
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SANITARY MANHOLE RIM ELEV.: 606.61' F.L. ELEV.: 602.69'
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TRENCH DRAIN RIM ELEV.: 607.90' F.L. ELEV.: 605.91'
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TRENCH DRAIN RIM ELEV.: 607.88' F.L. ELEV.: 606.89'
AutoCAD SHX Text F.F.E.: 607.87'
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EXISTING BUILDING 3059
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CP#20
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PER PLANS SUPPLIED BY CLIENT NOT FIELD VERIFIED
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MISCELLANEOUS ANNOTATION
DEMOLISHED - INDICATED WITH HEAVY DASHED LINETYPES
SYMBOL DESCRIPTION
SHEET NOTE
REVISION NOTE INDICATOR
DETAIL IDENTIFICATION NUMBER
DETAIL IDENTIFICATION NUMBER
X
X-XXX
X
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
UF
UNDERGROUND COMMUNICATIONS
UNDERGROUND FIBER OPTICS
UFx
UC
UCx
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 MANHOLE
EMH
ELECTRICAL HANDHOLE
H
E
EXISTING NEW
SYMBOL DESCRIPTION
SITE TELECOMMUNICATIONS SYMBOLS
CMH
H
C
UP
US
ITEM
TRANSFORMER PAD
SECONDARY CABLE TERMINATION AT MAIN SOURCE DISCONNECT
SYMBOL
TRANSFORMER GROUNDING
TRANSFORMER GROUNDING CONNECTIONS
SECONDARY DUCT BANK, CABLE, TRENCH AND BACKFILL
TRANSFORMER
M
PRIMARY DUCTBANK, CABLE, TRENCH & BACKFILL
TRANSFORMER SECONDARY LUGS
TRANSFORMER PRIMARY LUGS & TERMINATIONS
TRANSFORMER SECONDARY TERMINATIONS
NEW METER / METER BASE / CT CABINET
T
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
ITEM
SYMBOL
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.
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 MANHOLE
CMH
T
T
T
T
T
T
ADD ALL POLE APPURTANCES (CUTUT, SURGE ARRESTORS,
GROUNDING, RISER, CABLE AND SHIELD, CROSSARMS, MOUNTING
HARDWARE).
ADD JUMPERS FROM EXISTING AERIAL CONDUCTORS TO FUSED
CUTOUTS.
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C A
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SHEET KEYNOTES
1. EXTEND UNDERGROUND PRIMARY DUCTBANK AND CABLE
FROM EXISTING ELECTRICAL UTILITY POLE TO PAD
MOUNTED TRANSFORMER.
2. TELECOMMUNICATIONS MANHOLES SHALL BE LOCATED A
MINIMUM OF 1OO FEET FROM TELECOMMUNICATIONS
ROOM ENTRY.
GRAPHICS
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
N
SCALE:1" = 20'
PARTIAL SITE ELECTRICAL AND TELECOMMUNICATIONS PLAN
4 4 4
4 4 4
1 1
1 1
1 1
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TYP
ES502
ES101
ES102
ES101
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
AutoCAD SHX Text
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AutoCAD SHX Text
6" CMP O.E. 603.47'
AutoCAD SHX Text F.F.E.: 607.87'
AutoCAD SHX Text
EXISTING BUILDING 3059
AutoCAD SHX Text
HWY 538 (GRAVEL DRIVE)
AutoCAD SHX Text
CP#20
CP#21
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U
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SHEET KEYNOTES
GRAPHICS
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
N
SCALE:1" = 20'
SITE ELECTRICAL AND TELECOMMUNICATIONS PLAN
ES101
ES102
4 4
ES101
ES102
1. EXISTING ELECTRICAL UTILITY POLE.
2. EXTEND UNDERGROUND PRIMARY DUCTBANK AND CABLE
FROM EXISTING ELECTRICAL UTILITY POLE TO PAD
MOUNTED TRANSFORMER.
W
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
AutoCAD SHX Text H-5
AutoCAD SHX Text
AutoCAD SHX Text
CB
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AutoCAD SHX Text
CB
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
M I N
N O
M I N
3"
MIN
3"
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
Z
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
ES101
DUCTBANK NOTES
ES001
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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
6"
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)
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ARIMS: 200A Disposition: Maintain for 15yrs after construction
TELEPHONE
FIXTURE DESIGNATION: P
VOLTAGE REQUIREMENTS: 277V
GENERAL DESCRIPTION: P - POLE MOUNTED
CONSTRUCTION: FIXTURE SHALL CONFORM TO UL WET LOCATIONS. SIDES SHALL BE
CONSTRUCTED OF CAST ALUMINUM. MATING SURFACE IS TO BE GASKETED TO
PREVENT WATER LEAKS. INCLUDE BIRD/BUG GUARD
MOUNTING: POLE, 30' A.F.G.
LAMPS:
P - 100 LEDS, RATED 4000K, MINIMUM CRI 70, TYPE IV MEDIUM WITH FULL BACKLIGHT
SHIELD, 10542 LUMEN OUTPUT AT 110W.
3" SQUARE POLE ARM
GRADE
CONDUIT
CONCRETE
POLE BASE
PROVIDE GROUND LUG IN HANDHOLE
AND BOND TO #6 GROUNDING
ELECTRODE CONDUCTOR SHOWN
IN POLE BASE DETAIL.
0°TILT
WIRING HANDHOLE MAXIMUM 2 1/2" x 5"
OPENING WITH COVER AND SCREWS.
INSTALL FUSED BREAKAWAY
CONNECTIONS AT EACH POLE
TYPICAL POLE MOUNTED FIXTURE ASSEMBLY
PROVIDE A 3'-0" A.F.G.
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2Q R
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FINISH FLOOR
100' - 0"
HIGH BAY ROOF
130' - 0"
GIRTS, BY MBM
ROOF PURLINS,
BY MBM
METAL ROOF
DECK
PARAPET FRAMING,
BY MBM
RIGID FRAME,
BY MBM
ANCHOR RODS,
BY MBM
TEST CELL
COL
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SHEET ID
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US Army Corps of…
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