W912HN-22-R-3004_DRAWINGS_AMD6.pdf
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- Solicitation number
- W912HN22R3004
About this file
This document contains a federal contract opportunity solicitation and related technical drawings. The solicitation is for construction services to build a new Battalion Operations Facility at Fort Benning, Georgia under solicitation number W912HN22R3004. The scope of work involves constructing approximately 92,000 square feet of facilities including administrative areas, an operations center, company operations facilities, and supporting site development and utilities. The period of performance is 740 calendar days. The contract will be awarded using Lowest Price Technically Acceptable source selection procedures under FAR Part 15 to a contractor selected by the US Army Corps of Engineers Engineering District Savannah.
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500'
BORE PIT
1EA 24SM
INTO EXISTING
INNERDUCT
DIR BORE - 3-4" HDPE,
MIN 48" DEEP
1EA 24SM
4'X4' HH
DIR BORE - 300'
3-4" HDPE, MIN 48" DEEP
1EA 24SM
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INTO EXISTING
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500'
1EA 24SM
INTO EXISTING
INNERDUCT
DIR BORE - 3EA 4"
HDPE, MIN 48" DEEP
1EA 24SM
W
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FIBER RING - SOUTHERN ROUTE
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US Army Corps of Engineers
$$USERNAME$$
$$SYSTIME$$
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60' 120'0
R
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TS105
60' 120'0
M A
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E1
TELECOM SITE LAYOUT PLAN - PANEL T1
SCALE: 1"=60'
A1
TELECOM SITE LAYOUT PLAN - PANEL T2
SCALE: 1"=60'
X
X
B
B B
E
326327
GRAVEL PATHWAY
SIGN
POST
WOOD TRAINING
STRUCTURE
WOOD TRAINING
STRUCTURE
ASPHALT
TRANS.
ELEC.
PANEL
CONC.
STRUCTURE
CONC.
STRUCTURE
ROAD
MARKING
SWALE
PROBABLE DRAINAGE
STRUCTURE
W.M.
BL BL
BLBL
ELEC.
PANEL
S
S
S
D
D
E
RANGER
RANGER
D
D
E
294.82
292.46
290.59
289.83
292.99
293.07
290.11
CO
291.36
R-CURVE
STOP
15MP
292.23
C
FH
FH
297.62
D
300.96
S
STOP
307.78 C
S
S
S
FH
FH
S
WLA20
WLA19
WLA21
WLA22
R-0
R-1 L-1
L-2
R-2
R-3
L-3
L-4
R-4WLA34
L-5
R-5
WLA38
WLA39
WLA36
S-1 S-2
WLA40
WLA1
WLA2
WLA3
L-1
L-2-100
WLA4
R-1
R-2
WLA35
WLA34
R-3
L-3
WLA5
WLA6
R-4
R-4
WLA33
R-5
R-6
WLA32
R-6
L-5
WLA7
WLA31
L-1
R-1
R-2
L-2
WLA8
WLA9
WLA10
WEIR
(ASPHALT)
GRAVEL DRIVE
ASPHALT DRIVE
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
36"RCP
36"RCP
15"RCP
30"RCP
8" PL
24"RCP
6" PL
24"RCP
6" PL
24"RCP
24"RCP
24"RCP
6" PL
6" PL
6" PL
6" PL
6" PL
6" PL
6" PL
6" PL
6" PL
6" PL
4" PL
15"RCP
8" PL
15"RCP
6" PL
15"RCP
36"RCP
36"RCP
36"RCP
36"RCP
24"RCP
36"RCP
36"RCP
8" PL
48"RCP
INV.=265.25
INV.=260.24
48"RCP
INV.=260.24
48"RCP
15"RCP
INV.=272.62
INV.=270.11
INV.=267.91
8" PL
8" PL
8" PL
8" PL
8" PL
10" PL
10" PL
4"CLAY
18" RCP
36" RCP
36" RCP
INV.=277.29
36" RCP
18" RCP
30" RCP
36"RCP
24"RCP
15"
RCP
42"RCP
15"RCP
15"RCP
18"RCP
42"RCP
INV.=278.69
HEADWALL
HEADWALL
WLA13
WLA12
WLA11
WLA14
WLA15
WLA16
WLA17
WLA18
WLA28
WLA27
WLA26
WLA25
WLA24
WLA23
R-9
S3
L-3
R-8
R-7
R-7 R-8
L-9
L-10
R-10
R-11L-11
WLA29
WLA30
ST-4 R-1
R-2
R-3
R-4
WLB-1
R-5
R-7
WLB-B2
WLB
R-8
R-9
WLB
R-10
WLB
WLB
R-12
WLB
R-13
R-14
WLB
R-15
CREEK
R-11
WL-A
UPL-A
UPL-B
WL-B
WETLAND A2.61 ACRES
WETLAND B0.3 ACRES
STREAM1
STREAM2
STREAM3
STREAM4
25'STREAMBUFFER
25'STREAMBUFFER
25'STREAMBUFFER
25'STREAMBUFFER
C
C
MH 55.4
MH 55.3
MH 55.5
MH 55.6
MH 55.7
DUCT BANK
DUCT BANK
DUCT BANK
DUCT BANK
MH 284
C
50078311.369UUTP
C
50093334.158UUTP
C
C
E
D
AW
SO
N
LO
O
P R
O
AD
TOWER
CONCRETE SIDEWALK
D
AW
SO
N
LO
O
P R
O
AD
24" CLAY
24" CLAY
6' C
HAIN LIN
K FENCE
6'
CH
AI
N
LIN
K
FE
NC
E
8'
CH
AI
N
LIN
K
FE
NC
E
8' CHAIN LINK FENCE
ASPHALT PAVING
ASPHALT PAVING
ASPHALT PAVING
ASPHALT PAVING
ASPHALT PAVING
ASPHALT PAVING
RESTRICTED AREA
4'H x 6'W
C
UL
VE
RT
4'H x 6'W
C
UL
VE
RT
4'H x 6'W
C
UL
VE
RT
AS
PH
AL
T D
RI
VE
GRAVEL DRIVE
A
B
24" RCP
24" RC
P
MH-T7A
MH-T9A
D
TOP = 242.55'INV A= 239.25'INV B= 237.95'
D
TOP = 256.94'INV A= 245.74'INV B= 244.74'
D
TOP = 242.59'UNABLE TO ACCESS
MH-T13A
MH-T10A
MH-T11A
MH-T12A
MH-281
MH-TW33
MH-282A
MH-283
MH-TW25D
MH-TW25C
MH-TW25B
MH-282B
MH-TW31
MH-279 / MH-TW25
MH-TW25A
MH-TW30
MH-T8ADID NOTFIND
WATER COMMING IN
FROM THIS DIRECTION
NO PIPE VISIBLE
BUILDING8861
MH-TW24 / MH-278
BUILDINGADN 8856
BLD # 2931
BLD# 2933
BLD# 2825
BLD# 2580
BLD# 2295
MH-TW34
MH-284
MH-55.7
MH-55.6
MH-55.5
MH-55.4
JECELIN ST
JECELIN ST
JECELIN ST
INDIANHEAD RD
1ST INFANTRY BRIGADE LOOP
SIGHTSEEING RD
SIGHTSEEING RD
SIGHTSEEING RD
SIGHT
SEEIN
G RD
ECKEL AVE
GUNTERMAN ST
WAY AVE
WAY AVE
1ST INFANTRY BRIGADE LOOP
BLD# 2486
MH 55.6
243243
242 243
240240
238239
241241
241 242
240240
238 239
241242
240 241
236237
241241
240240
270271
254 253
252 254
260 261
270 271
T2
T3
GENERAL NOTES:
SHEET NOTES:
KEY PLAN
A1
B2
B1
T5
T6
T7
T8
T9
T4
T1
F
1. CABLE PLACEMENT, SPLICING, TERMINATION AND
TESTING TO BE IN ACCORDANCE WITH THE UNITED
STATES ARMY INFORMATION SYSTEMS
ENGINEERING COMMAND (USAISEC) OUTSIDE
PLANT DESIGN AND PERFORMANCE
REQUIREMENTS (OSPDPR) AND IN COLLABORATION
WITH AND ACCEPTANCE BY THE FT BENNING
NETWORK ENTERPRISE CENTER (NEC).
2. EXISTING VACANT DUCTS THAT ARE TO BE USED
FOR NEW CABLES SHALL BE CLEANED AND TESTED
WITH A TEST MANDREL TO DETECT ANY
OBSTRUCTIONS, COLLAPSED DUCTS, OR DUCT
INCONSISTENCIES.
3. COPPER AND FIBER OPTIC CABLE (FOC) SPLICING
SHALL BE PERFORMED IAW RUS BULLETIN
1753F-401, STANDARDS FOR SPLICING COPPER
AND FIBER OPTIC CABLE, FEBRUARY 1995.
4. ALL COPPER SPLICES SHALL BE MULTI-PAIR, FOLD
BACK TYPE. FIBER OPTIC SPLICE SHALL BE FUSION
TYPE.
5. CONFIRM CABLE IDENTIFICATION AND
PAIR/STRAND COUNTS WITH THE NEC.
6. CABLE ID/TAGS SHALL BE INSTALLED AT ALL
TERMINATION POINTS AND SPLICES. IN
MAINTENANCE HOLES, ALL NEW AND EXISTING
CABLES THAT ARE PART OF THE PROJECT SHALL
BE TAGGED/RETAGGED BETWEEN THE SPLICE AND
THE WALL AND ON BOTH SIDES OF A SPLICE LOOP
OR MAINTENANCE LOOP.
1. COORDINATE WITH NEC FOR NEW HH NUMBER TO
BE STENCILED INSIDE THE NEW HH COLLAR.
04/25/22
TS105 TELECOM SITE LAYOUT PLAN PANEL T3 & T4
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