W912HN-21-B-3008_DRAWINGS_VOL1A_AMD2.pdf
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- Solicitation number
- W912HN21B3008
About this file
This solicitation is for a construction project to renovate Vincent Hall at Fort Gordon, Georgia. The project scope includes interior renovation of 56,555 square feet to create learning environments and support spaces, as well as mechanical, electrical and life safety infrastructure to support both phases of renovation. The estimated value is between $10 million and $25 million. The solicitation is fully competitive with NAICS code 236220. A price evaluation preference will be applied for HUBZone small businesses. Bids are due in accordance with specifications and drawings provided in eight files, with award by the Department of the Army Corps of Engineers Savannah District. Utilities including fire protection, potable water, sanitation and power up to five feet from the building footprint will be designed and installed by respective utility owners.
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Text version
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
BRAINARD AVENUE
VINCENT HALL
BUILDING #21401
F.F.E.=472.11
ND
S
TR
EE
T
X X X X X X
X X
X X
X X
X X
X X
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X X
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BFP
1- 1/
4"
NG
1- 1/
4"
NG
1- 1/
4"
NG
2"
NG
2"
NG
S 8"SS
6"SS
C.O.
I.E.=460.75
MH
T/EL=466.24
I.E.6"=460.44 I.E.=459.71
6"W C.I.6"W C.I.
S
WYE
I.E.=460.71
S
MH 31
(ABANDONED) 8"
SS
8"
SS
8"
SS
8"
SS
8"
SS
(A
BA
ND
ON
ED
8"
SS
8"
SS
8"
SS
(A
BA
ND
ON
ED
4"NG
MH 26
T/EL=468.73
I.E.=461.71
4"NG4"NG4"NG4"NG4"NG4"NG
S
MH 38
T/EL=471.59
I.E.=468.04
S
MH 37
T/EL=473.97
I.E.=466.77
8"SS 8"SS (VCP) 8"SS
8"
SS
8"
SS
8"
SS
8"
SS
8"
SS
1-1/4"NGGM
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UG
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UG
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UG
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UG
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ASPHALT
PARKING
ASPHALT
GRASS AREA
GRASS AREA
ASPHALT
ASPHALT
GRASS AREA
SATELLITE
DISH PAD
SATELLITE
DISH PAD
GRASS AREA
GRASS AREA
GRASS AREA
GRASS
AREA
GRASS
AREA
SATELLITE
DISH PAD
AT/FP BARRIER WALL
AT/FP BARRIER WALL
18"ØSD
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"R
CP
"R
CP
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18"RCP
6"PVC
18"ØSD
15"ØSD15"ØSD
15"ØRCP 15"ØSD
15"ØSD15"ØSD 15"ØSD
TBM F.H. 2-128
ON THE LETTER "F"
ON FHY. EL.=470.12
MECH. YARD
MECH.
YARD
S
S
S
S
8"
SS
S
8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W
6" W
(C I)
6" W
(C I)
8"W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
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3" W
(C
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ASPHALT
PARKING
ST
S
TR
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20"CYP(2)
28"DW
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PA
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CONC.
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GRASS AREA
24"SYC
18"SYC
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ASPHALT PAVEMENT
CONC.
PAD
MH
T/EL=473.25
I.E.=465.6±
MH
T/EL=472.73
I.E.=464.9±
CONC. PAD
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8"
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EXIST. CONC. SIDEWALK
PLANTER (EARTH BERM, TYP.)
PLANTER (EARTH BERM, TYP.) CONC. SIDEWALK
CLL CLL
CLL
C
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CLL
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CLL
CLL
8" W
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ON
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6" W
(C I)
6" W
(C I)
AT
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BA
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UGP
1 - 8" x 6" TEE
1 - 6" VALVE & BOX PER AUD STD.
DET. 1.3 (C-501-P1) & 1.15 (C-502-P1)
BFP WM
C.O.
DOGHOUSE M.H. WITH DROP PER
AUD STD. DET. 2.4 & 2.5 ON SHT.
C-502-P1
MATCH EXIST. I.E.
1 - 8" x 4" TEE
1 - 4" VALVE & BOX PER AUD STD.
DET. 1.3 (C-501-P1) & 1.15 (C-502-P1)
SEE FIRE PROTECTION
PLAN SHT. FX101-P1
SEE PLUMBING DWGS. FOR
ADDITIONAL INFORMATION
SEE PLUMBING & WASTE PLAN
FOR ADDITIONAL INFORMATION
I.E.(OUT)=469.61
36 LF - 6" PVC SDR35
@ 1.00% MIN. GRADE
4"PW
AUD FIRE VAULT PER
AUD STD. DET. 1.29 ON
SHT. C-502-P1
6"FW
SS
EE
SWITCHGEAR
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SEE ELECTRICAL DWG. ES101-P1
FOR ADDITIONAL INFORMATION
C.O.
S
1 - 8" x 8" CUT-IN TEE
AUD STD. DET. 1.8 ON SHT.
C-501-P1
1 - 8" VALVE & BOX AUD STD.
DET. 1.3 (C-501-P1) & 1.15
(C-502-P1)
8" DIP WITH 48"
MINIMUM COVER
8" W
8" W
8" W
CONNECT TO EXISTING 6" WM
1 - 8" x 6" REDUCER
1 - 6" VALVE AND BOX PER AUD STD.
DET. 1.3 (C-501-P1) & 1.15 (C-502-P1)
4" WATER METER PER AUD STD.
DET. 1.32 ON SHT. C-502-P1
BACKFLOW PREVENTER (RPZ)
PER AUD STD. DET. 1.21 ON SHT.
C-502-P1
E E E E
E
SWITCH GEAR
E
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UGP
UGP
UGP
B
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D
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2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10392001\CIVIL\10053876-VHALL-CU101-P1.DWG
8/24/2021 11:29 AM
US Army Corps of Engineers ®
READY TO ADVERTISE (RTA)
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SCALE 1" = 30'
30' 60'15'CIVIL - SITE UTILITY PLAN - PHASE 1
N
(GEORGIA - 1-800-282-7411)
THREE WORKING DAYS BEFORE YOU DIG
UTILITIES PROTECTION CENTER
UTILITY WARNING:
The underground utilities shown have been located from field survey information and existing drawings. The engineer makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The engineer further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. The engineer has not physically located the underground utilities. CU101-P1
C
IV
IL
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IT
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LI
TY
P
LA
N
P
H A
S E
LEGEND:
PROPOSED
BLDG. STRUCTURE
TREE LINE
FENCE (TYPE)
CLEAN-OUT/SS SERVICE C.O.
(SIZE)PWPOTABLE WATER
SS
SD
SANITARY SEWER
STORM DRAIN
S
ROOF DRAIN RD
FIRE WATER (SIZE)FW
GATE VALVE
FIRE HYDRANT
NOTES:
1. CONTRACTOR REQUIRED TO CONTACT
GEORGIA811 THREE (3) DAYS PRIOR TO ANY
DIGGING OR COMMENCING CONSTRUCTION.
2. FIRE WATER, POTABLE WATER AND SANITARY
SERVICES WILL BE DESIGNED AND INSTALLED
BY THE AUGUSTA UTILITIES DEPARTMENT UP
TO FIVE (5) FEET OF THE BUILDING FOOTPRINT.
3. NATURAL GAS MAIN WILL BE DESIGNED AND
INSTALLED BY THE ATLANTA GAS LIGHT UP TO
FIVE (5) FEET OF THE BUILDING FOOTPRINT.
4. POWER SERVICE WILL BE DESIGNED AND
INSTALLED BY THE GEORGIA POWER UP TO
FIVE (5) FEET OF THE BUILDING FOOTPRINT.
5. THE UTILITY LAYOUT SHOWN IS FOR
INFORMATION ONLY AS A POTENTIAL
SOLUTION. THE OFFICIAL DESIGN WILL BE
PROVIDED BY THE PRIVATIZED UTILITY
COMPANIES.
CONCRETE PAVEMENT/SIDEWALK
ASPHALT PAVEMENT
CONSTRUCTION LIMIT LINE CLL
BENCHMARK
LIMITS OF DISTURBANCE
08/25/21
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CU101-P1 CIVIL - SITE UTILITY PLAN - PHASE 1
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