A.03 W912HN-21-B-3005_DRAWINGS_VOL1_AMD2.pdf
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- Solicitation number
- W912HN21B3005
About this file
This document provides details for an invitation for bid for construction services. The solicitation number is W912HN21B3005 and is seeking bids for repair and renovation work on Barracks Building 315 at Fort Gordon, Georgia. The project scope involves repairing failing HVAC systems and components, moisture damage, exterior and interior finishes, latrines, lighting, and fire alarm and mass notification systems. Work will include demolition and replacement of HVAC systems, controls, windows, doors, ceiling tiles and plumbing fixtures. The project will also abate any lead-based paint, asbestos or other hazardous materials. Renovations will incorporate the revised 2012 Army Standard for Permanent Party Unaccompanied Enlisted Personnel Housing, including ADA accessibility and converting to single occupancy rooms with shared kitchen and laundry facilities. The contract is designated as a 100% small business set-aside under NAICS code 236220, with a value between $10-25 million. The solicitation is being conducted by the Department of the Army Corps of Engineers Engineering District Savannah.
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EXISTING ELECTRICAL LINE
(PER GIS)
EXISTING STEAM LINES
(PER AS-BUILTS)
EXISTING CHILLED WATER
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EXISTING COMMUNICATION
LINE (PER GIS)
EXISTING STEAM LINES
(PER AS-BUILTS)
EXISTING STEAM
OR CHILLED
WATER LINES
(PER GIS)
EXISTING 4" DOMESTIC
WATER LINE
EXISTING 6" WATER
MAIN
C
COMM. MANHOLE
FIRE HYDRANT
C
WATER VALVE
WATER VALVE
FIRE HYDRANT
E
ELECTRIC MANHOLE
C
COMM. MANHOLE
D SDMH
WATER VALVE
WATER VALVE
WATER VALVE
WATER VALVE
LIGHT POLE
ELECTRIC TRANFORMER
TELEPHONE BOX
D SDMH
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LOC
LIMITS OF CONSTRUCTION
(LOC)
S
S
S
SDDI
RIM:472.78
INV.OUT:468.58
INV. IN:468.68
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S
E
H
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P I T
A L
R
O A
D
TEMPORARY
CONSTRUCTION FENCING
20' SWING GATE
PROPOSED CONSTRUCTION LAYDOWN AREA
(NO LAND DISTURBANCE ACTIVITIES SHALL
OCCUR IN THIS AREA)
LOC
REMOVE TREE (TYP.)
REMOVE CONCRETE
WALKWAY (TYP.)
REMOVE STEAM AND
CONDENSATE WATER LINES (SEE
MS SHEETS FOR DETAIL)
REMOVE STEAM AND CONDENSATE
WATER LINES (SEE MS SHEETS FOR
DETAIL)
REMOVE STORM PIPE AND DI
(SEE CG SHEETS FOR DETAIL)
REMOVE CONCRETE WALKWAY
(TYP.).
REMOVE CONCRETE
WALKWAY (TYP.)
REMOVE CONCRETE
WALKWAY (TYP.)
REMOVE CONCRETE
EMERGENCY ACCESS LANE.
SEE CP & CG SHEETS
REMOVE CONCRETE
WALKWAY (TYP.)
REMOVE STORM PIPE TO
CONCRETE WALKWAY AND GROUT
OPENING OF REMAINING PIPE
REMOVE CONCRETE
PAVEMENT AT NEAREST
JOINT EACH SIDE OF
UTILITY FOR REMOVAL
REMOVE DRAIN PIPE
AND GROUT OPENING TO
STORM INLET STRUCTURE
REMOVE DRAIN PIPE
REMOVE SDDI
REMOVE CONCRETE
PAVEMENT AT NEAREST
JOINT EACH SIDE OF
UTILITY FOR REMOVAL
SCALE: 1" = 20'
20' 40'0'
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
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P S
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I N
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F O
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D O
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R G
I A
READY TO ADVERTISE (RTA)
S
B
A R
B I N
A
K6ENDGTM 8/3/2021 3:22:46 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CD.DWG
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NOTES
1. SEE SHEETS GC003 & GC004 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFYING ALL FEATURES AND UTILITIES IDENTIFIED TO BE
REMOVED.
3. DEMOLITION MAY COMMENCE UPON SATISFACTORY
INSTALLATION OF INITIAL EROSION CONTROL MEASURES,
AS ACCEPTABLE BY THE COR.
4. SECTIONS OF TEMPORARY CONSTRUCTION FENCING, AT
CONNECTIONS TO EXISTING ROADWAYS, MAY BE
REMOVED AND REPLACED WITH ROAD CONSTRUCTION
CONES OR BARRELS, AS NECESSARY.
5. REFER TO ELECTRICAL PLAN SHEETS FOR SPECIFIC
REQUIREMENTS REGARDING REMOVED, REPLACED,
RELOCATED, OR DEMOLISHED ELECTRICAL AND
COMMUNICATIONS UTILITIES.
6. REFER TO MECHANICAL PLAN SHEETS FOR SPECIFIC
REQUIREMENTS REGARDING REMOVED, REPLACED,
RELOCATED, OR DEMOLISHED MECHANICAL UTILITIES.
7. AUD IS RESPONSIBLE FOR REMOVAL, REPLACEMENT,
RELOCATION, AND/OR MODIFICATION OF ALL SITE WATER
AND SANITARY SEWER UTILITIES, OUTSIDE OF THE 5' LINE
MEASURED FROM THE FACE OF ANY BUILDING, PER FORT
GORDON UTILITY DEMARCATION GUIDELINES.
8. SAWCUT FULL DEPTH CONCRETE, TO BE REMOVED, AT
THE NEAREST JOINT TO PREVENT CRACKING OF EXISTING
CONCRETE TO REMAIN.
9. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR
DEMOLITION & REMOVAL OF MECHANICAL ROOM AND
COURTYARDS/PATIOS (FRONT AND INTERIOR).
10. COORDINATE SIDEWALK REMOVALS WITH PRIVATIZED
UTILITY CONTRACTORS. SEE SHEET CU101 AND
ELECTRICAL AND COMMUNICATION PLANS.
11. SEE SHEET CS101 FOR CONCRETE WORK REFERENCE
COORDINATES
R E
V I S
C
O R
D A
N C
E
W
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H
A
M E
N D
M E
J U
L
R E
V I S
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O R
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O
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S I G
N E
D
B
Y
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R I P
T I O
N
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S I Z
E
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T E
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N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
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B M
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N B
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K6ENDGTM 8/3/2021 3:22:20 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CS.DWG
CS501
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6' TEMPORARY CONSTRUCTION FENCE DETAIL
N.T.S.
ROUND POST BRACE PANEL
9-GAGE STEEL TIE
WIRE (15" O.C. MAX.
AND WITHIN 4" FROM
TOP AND BOTTOM
OF FABRIC)
10' MAX.
ROUND POST
USE PANEL STAND
AS POST BASE IN
IMPERVIOUS AREAS
PANEL STAND
PERVIOUS
GROUND
ROUND POST
16"
1 3/8" DIAMETER
GALVANIZED
TUBING
IMPERVIOUS
GROUND
DRIVE POST INTO GROUND
IN PERVIOUS AREAS
PANEL STAND
IMPERVIOUS
GROUND
ROUND POST
IMPERVIOUS
GROUND
PANEL STAND
20'
TRUSS ROD
ROUND POST
ROUND POST
CHAIN AND
PAD LOCK
ADJACENT
PANEL
ADJACENT
PANEL
DOUBLE SWING GATE
8" PIPE BOLLARD
N.T.S.
3/4" CONCRETE CROWN
8" DIA STEEL PIPE
(CONCRETE FILLED)
PAINTED SAFETY YELLOW
1/2" EXPANSION JOINT
ADJACENT PAVING
M
I N
3,000 PSI
CONCRETE
ANCHOR
24"
NOTES:
1. TOP OF SEALANT WILL BE 1/4" BELOW TOP OF PAVEMENT.
POURED JOINT SEALANT DETAIL
FOR SIDEWALK
(BACKER MATERIAL)
N.T.S.
EXPANSION
JOINT
POURED
SEALANT
PAVEMENT SURFACE
BACKER
MATERIAL
JOINT
BOTTOM
PRE-MOULDED
JOINT FILLER
NOTES:
1. SAWCUT AT NEAREST JOINT ON EITHER SIDE OF UTILITY.
2. MATCH EXISTING CONCRETE PAVEMENT INCLUDING JOINT PATTERN.
3. NEW CONCRETE SHALL BE DOWELED INTO EXISTING CONCRETE.
EXISTING
CONCRETE
PAVEMENT
SAWCUT AT NEAREST
JOINT TO FULL DEPTH
BEFORE BREAKING
OUT CONCRETE
PAVEMENT
EXISTING
CONCRETE
PAVEMENT
CONCRETE PAVEMENT REPLACEMENT
FOR UTILITY CUTS
N.T.S.
DOWEL TO EXISTING
CONCRETE
DOWEL TO EXISTING
CONCRETE
CONCRETE SLAB THICKNESS
SHALL MATCH EXISTING.
SUBGRADE
COMPACTED TO 95%
(ASTM D1557)
CONTRACTION
JOINT
SPACING
1/2�
�1/2
SW CJ
EJ
NON-VEHICULAR CONCRETE SIDEWALKS
48 FT
10 FT
5 FT
50 FT
7 FT
7 FT
49 FT
6 FT 6 FT
48 FT
5 FT
5 FT
NOTES FOR PAVEMENT SECTIONS:
1. SEE THIS SHEET FOR JOINT AND REINFORCEMENT LAYOUT
2. EXPANSION JOINTS SHALL BE INSTALLED ADJACENT TO ALL STRUCTURES,
FOOTINGS, AND OTHERS IMPROVEMENTS.
NOTES:
1. SIDEWALKS SHALL BE 4 INCH THICK
2. SIDEWALKS WITH WIDTHS EXCEEDING 6 FEET SHALL HAVE A LONGITUDINAL CONTRACTION
JOINT IN THE CENTER OF THE SIDEWALK.
SIDEWALK
WIDTH
CONTRACTION JOINT
SPACING
EXPANSION JOINT
SPACING
1/2�
STANDARD JOINT LAYOUT FOR
CONCRETE SIDEWALKS
N.T.S.
GENERAL NOTES FOR CONCRETE SIDEWALKS:
1. SIDEWALKS SHALL HAVE A MINIMUM THICKNESS OF 4"
2. CONTRACTION JOINTS SHALL BE FORMED (OR SAWCUT) TO A DEPTH EQUAL TO
OF THE
THICKNESS OF THE SIDEWALK AND EDGED WITH
RADIUS.
3.
" - EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 50
FEET AND WHERE WALKS ABUTS OTHER CONCRETE STRUCTURES EXCLUDING WALKS
LAND PARALLEL AND ABUTTING CURB AND GUTTER ADJACENT TO BITUMINOUS
PAVEMENT.
4. A LAYER OF 15" BUILDING FELT IS REQUIRED BETWEEN WALK AND ADJACENT
PARALLELING CONCRETE CURB
5. WHEN SIDEWALKS ABUT ROADWAYS WITH NO CURB OR CURB AND GUTTER, THICKEN
WALK TO 6" IN 3'-0" FOR 4" SIDEWALKS.
6. TRANSVERSE SLOPES ON SIDEWALKS SHALL BE
" PER FT.
7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI
8. NEW SIDEWALK SHALL MATCH THE WIDTH AND THICKNESS OF THE EXISTING SIDEWALK
REMOVED WHEN THE SIDEWALK WAS REMOVED FOR UTILITY CONSTRUCTION, UNLESS
NOTED OTHERWISE.
9. COORDINATE FORMING OF SIDEWALKS WITH INSTALLATION OF UTILITIES AND BOLLARDS
PROTRUDING CONCRETE. THESE SECTIONS OF SIDEWALKS SHALL BE REINFORCED WITH
WELDED WIRE FABRIC.
10. ALL SIDEWALKS SHALL BE REINFORCED WITH WELDED WIRE FABRIC IF THE SHAPE
BETWEEN THE JOINTS IS NOT RECTANGULAR AND/OR WIDTH TO LENGTH RATIO IS
GREATER THAN 1.25.
11. WELDED WIRE FABRIC USED IN REINFORCEMENT OF SIDEWALKS SHALL BE IN MAT
FORMED NOT ROLLED.
12. SIDEWALK WIDTH GREATER THAN 6 FEET SHALL HAVE A LONGITUDINAL CONTRACTION
JOINT CUT IN THE CENTER OF THE SIDEWALK . TRANSVERSE CONTRACTION JOINTS SHALL
EQUAL THE DISTANCE FROM ONE EDGE OF SIDEWALK TO THE CENTER CONTRACTION
JOINT.
CONCRETE SIDEWALK DETAIL
N.T.S.
REINFORCED CONCRETE SIDEWALK DETAIL
N.T.S.
2.5"
REINFORCED CONCRETE
WITH 6X6 W2.9 X W2.9 WWF
COMPACTED SUBGRADE
COMPACTED SUBGRADE
R E
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A
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A
U G
5' - 5 3/4"
DW
R E
F
D W
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DW
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F
D W
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F
DW
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F
D W
R E
F
DW
R E
F
D W
R E
F
DW
R E
F
D W
R E
F
FIRE HYDRANT
WATER VALVE
WATER VALVE
FIRE HYDRANT
E
ELECTRIC MANHOLE
C
COMM. MANHOLE
D SDMH
WATER VALVE
WATER VALVE
WATER VALVE
WATER VALVE
LIGHT POLE
ELECTRIC TRANFORMER
TELEPHONE BOX
D SDMH
C H
W S
C H
W S
CHWS
CHWS
CHWS
CHW
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CHWS
CHWS
CHWS
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S D
S D
S D
S D
S D
S D
S D
S D
S
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D
S
D
S
D
S
D
SD SD SD SD SD
SD
SD
SD
SD
SD
SD SD SD SD
S D
SD
SD
S D
S D
SD SD
SD
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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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S A
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S A
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S A
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S A
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S A
N
S A
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S
A
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S
A
N
S
A
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S
A
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S
A
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S A
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S A
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S A
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S A
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S A
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S A
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S A
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
S
A
N
LOC
LIMITS OF CONSTRUCTION
(LOC)
S
SSMH
RIM:472.71
C/L INV.:464.99
S
SSMH
RIM:473.60
INV. OUT:464.17
INV. IN (a):464.40
INV. IN (b):464.40
INV. IN (c):464.42
S
SSMH
RIM:473.53
C/L INV.:469.19
S
SSMH
RIM: 460.24
C/L INV.: 449.90
S
SSMH
RIM: 471.75
C/L INV.: 462.37
E
H
O S
P I T
A L
R
O A
D
PROPOSED CONSTRUCTION LAYDOWN AREA
(NO LAND DISTURBANCE ACTIVITIES SHALL
OCCUR IN THIS AREA)
LOC
BARRACKS
BUILDING
FFE=474.56
H
E S
E S
E S
E S
E S
E S
E S
E S
E S
E
S
ES
E
S
E S
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C
C O
M x
C
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
C O
M
MH-108C
W
W W
W W
W
W
W W
W W
W W
W W
W
W W
W
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
S A
N
S A
N
W W
W W
W W
W W W W W W W
W
E P x
EPx EPx
EPx EPx
EPx EPx
EPx EPx
EPx EPx
EPx EPx
EPx
E P x
E
P x
E
P x
E
P x
E
P x
E
P x
E P x
EPx EPx
EPx EPx
EPx
EPx EPx EPx EPx EPx EPx EPx
S D
S D
S D
S D
S D
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
W
W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
E P x E
P x
E P x E
P x
E P x E
P x
E P x E
P x
E P x E
P x
E P x E
P x
E P x E
P x
E P x E
P x
E P x E
P x
E P x E
P x
E P x E
P x
E P x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C O
M x
C
O
M x
C
O
M x
C
O
M x
C
O
M x
C
O
M x
C
O
M x
COMx COMx
COMx
COMx
COMx
COMx
COMx
COMx
COMx
COMx
C O
M x
C O
M x
C O
M x
C O
M x
S T
M S
T M
S T
M
STM STM STM
STM STM STM STM STM
S T
M S
T M
S T
M S
T M
CW
CW
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
CW
CW
C W
E P x
E P x
E P x
EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx
E
P x
E
P x
S A
N S
A N
EXISTING COMMUNICATION LINE,
PER GIS
EXISTING ELECTRICAL LINE, PER GIS,
EXISTING ELECTRICAL
LINE (PER GIS)
EXISTING COMMUNICATION
LINE (PER GIS)
EXISTING ELECTRICAL LINE
(PER GIS)
EXISTING STEAM LINES
(PER AS-BUILTS)
EXISTING CHILLED WATER
& STEAM LINES (PER GIS)
EXISTING COMMUNICATION
LINE (PER GIS)
EXISTING STEAM LINES
(PER AS-BUILTS)
EXISTING STEAM
OR CHILLED
WATER LINES
(PER GIS)
EXISTING 4" DOMESTIC
WATER LINE
EXISTING 6" WATER
MAIN
S
W W
W W
W W
W
F
PROPOSED COMMUNICATION
LINE. SEE TELECOM PLANS
FOR DETAILS
PROPOSED ELECTRICAL
SERVICE LINE. SEE ELECTRICAL
PLANS FOR DETAILS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWW
WWW
WW
NEW STEAM LINES, AND
CONDENSATE RETURN LINE.
SEE MECHANICAL SHEETS FOR
DETAILS.
FIRE HYDRANT
ASSEMBLY
45 DEG BEND
PROPOSED 6" FIRE SERVICE LINE
WITH DCDA, PIV FDC VAULT.
AUD TO REPLACE
EXISTING 6" WATER MAIN
WITH 8" WATER MAIN
NEW STEAM LINES, AND
CONDENSATE RETURN LINE. SEE
MECHANICAL SHEETS FOR
DETAILS.
EXISTING SSMH RIM TO BE RAISED
TO ELEV: 474.05' TO MATCH
PROPOSED CONCRETE PAVEMENT
PROPOSED ELECTRICAL
TRANSFORMER PAD LOCATION. TO
BE INSTALLED BY GPC. SEE
ELECTRICAL PLANS FOR DETAILS
STM
STM
STM
STM
S T
M
S T
M
S T
M
STM
EXISTING SANITARY CONNECTION TO
THE BUILDING IS 4' BELOW FFE AS
SHOWN ON AS-BUILTS AND ESTIMATED
TO BE AT 470.56' PER SURVEY.
SCALE: 1" = 20'
20' 40'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
J U
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
V O
L U
S
I T
E
F Y
P
N
R E
P A
R
R A
I L D
I N
G
F O
R
D O
N
G
E O
R G
I A
READY TO ADVERTISE (RTA)
S
B
A R
B I N
A
K6ENDGTM 8/3/2021 3:49:19 PM P:\CIVIL3D PROJECTS\GOR0430\05_CIVIL\CAD\PLAN SHEETS\PN95039_C-CU.DWG
CU101
U T
I L I T
Y
P
L A
N
G
M
U S
E
G
M
U S
E
M
K
O L A
S I N
S
NOTES
1. SEE SHEETS GC003 & GC004 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS.
2. AUD WILL DESIGN THE OFFICIAL SITE WATER AND SANITARY
SEWER UTILITIES. THE CONTRACTOR WILL NEED TO
COORDINATE WITH AUD DURING INSTALLATION OF OTHER
SITE UTILITIES TO AVOID CONFLICTS. AUD MUST HAVE
THEIR PLANS APPROVED BY DPW FOR COMPLIANCE WITH
UFC AND GARRISON STANDARDS. LOCATIONS OF FIRE
HYDRANTS WERE DETERMINED BY USACE SAS TO MEET
FIRE CODES DURING DESIGN. RELOCATION OF HYDRANTS
BY AUD SHALL BE APPROVED BY CONTRACTING OFFICER.
3. DOMESTIC WATER AND SANITARY SEWER SERVICES
TRANSITION FROM AUD RESPONSIBILITY TO CONTRACTOR
RESPONSIBILITY AT THE 5' LINE FROM THE BUILDING. THE
PROPOSED FIRE SERVICE DEMARCATION LINE IS AT THE PIV
VAULT. CONTRACTOR SHALL INSTALL LINE FROM BUILDING
TO PIV.
4. THE PRIVATIZED UTILITIES SHALL COORDINATE THE
INSTALLATION OF THEIR UTILITIES WITH THE GENERAL
CONTRACTOR (GC). INSTALLATION OF UTILITIES AFTER THE
GC HAS CONSTRUCTED THE NEW SITE FEATURES AND
DAMAGED BY THE PRIVATIZED UTILITIES DURING THE
INSTALLATION OF LINES SHALL BE REPLACED AS
CONSTRUCTED BY THE GC.
5. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AS
SHOWN ON CE SHEETS WITHIN THE LIMITS OF DISTURBANCE
(LOD). PRIVATIZED UTILITIES ARE RESPONSIBLE FOR
EROSION CONTROL IF THEIR WORK GOES OUTSIDE THE LOD.
6. CONTRACTOR AND PRIVATIZED UTILITIES WILL ENSURE
THAT THERE IS APPROPRIATE SPACING BETWEEN THE SITE
UTILITIES AND THE FOUNDATION OF THE BUILDING IN ORDER
TO NOT NEGATIVELY EFFECT THE UTILITIES.
7. AUD SHALL USE FINAL SITE GRADES IN THEIR UTILITY
DESIGN TO PROVIDE THEIR COVER REQUIREMENTS. AUD
SHALL ENSURE THAT ALL EXISTING AND PROPOSED COVERS
FOR SANITARY SEWER AND WATER STRUCTURES LOCATED
IN PROPOSED EMERGENCY VEHICLE LANES ARE RATED FOR
FIRE TRUCK LOADS.
8. SEE MECHANICAL SITE PLANS FOR STEAM AND CHILLED
WATER UTILITIES.
9. SEE ELECTRICAL SITE PLANS, FOR COMMUNICATIONS,
ELECTRICAL, AND LIGHTING UTILITIES.
10. THE GC THROUGH THE CONTRACTING OFFICER, SHALL
COORDINATE ALL PRIVATIZED UTILITY LOCATIONS.
PRIVATIZED UTILITIES SHALL ADJUST THEIR LINES SO AS
NOT TO IMPACT THE UTILITY LINES TO BE CONSTRUCTED BY
THE GC. EXACT LOCATIONS OF UTILITIES SHALL BE
DETERMINED BY THE PRIVATIZED UTILITIES. THIS SHEET IS
FOR INFORMATION ONLY.
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
A
U G
| CD101 DEMOLITION PLAN |
| CS501 SITE DETAILS 1 |
| CU101 UTILITY PLAN |
File details come from the government source that posted it. Updated .