AIT Phase III Site Plans.pdf
PDF 5 MB Posted
- Solicitation number
- W912HN21B3003
About this file
This document package includes civil site plans and specifications for a federal construction contract opportunity. The Army Corps of Engineers is soliciting bids to construct a 600-soldier Advanced Individual Training barracks complex at Fort Gordon, including two barracks buildings, a battalion headquarters, running track, physical training areas, building systems, utilities, paving and landscaping. Supporting facilities, interior design, accessibility, cybersecurity and sustainability measures are required. The 720-day project value is between $25-100 million. Evaluation will be based on sealed bids in accordance with FAR Part 14 procedures.
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CHAMBERLAIN AVE
CHAMBERLAIN AVE
CENTRAL HOSPITAL RD.
C E
N T
R A
L
H
O S
P I T
A L
R
D
NORTH HOSPITAL RD.
CENTRAL
HOSPITAL RD.
CENTRAL HOSPITAL RD.
C E
N T
R A
L
H
O S
P I T
A L
R
D
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
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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
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N
O
D R
A W
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B
Y
I S
S U
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A T
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SHEET ID
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
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C
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K E
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M B
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G L E
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READY TO ADVERTISE (RTA)
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K6ENDTBM 12/17/2020 4:12:40 PM C:\USERS\K6ENDTBM\DESKTOP\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG
CS101
O V
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T I N
M
K
O L A
S I N
S K
E
B
D
BARRACKS
BUILDING
BATTALION
HEADQUARTERS
BUILDING
KEY PLAN
B C
A
D E
SCALE: 1" = 100'
100' 200'0'
K I L B
O R
R
E
X T
E N
S I O
N
NOTES
1. SEE SHEETS GC003 & GC004 FOR GENERAL CIVIL NOTES, LEGEND,
AND ABBREVIATIONS.
2. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK.
3. CURB & GUTTER SHALL BE 24" WIDE.
4. ALL DIMENSIONS ALONG CURB & GUTTER ARE MEASURED TO FACE
OF CURB.
5. BOTH DOUBLE SWING GATES IN TEMPORARY CONSTRUCTION
FENCING WILL ALIGN WITH CONSTRUCTION ENTRANCES ON ES&PC
PLANS.
6. SEE CS500 SERIES SHEETS FOR SITE DETAILS.
7. SEE SHEET GC003 FOR DESCRIPTIONS OF BID OPTIONS
BID OPTION 1
BID OPTION 3
BID OPTION 4
BID OPTION 2
BID OPTION 2
1.2' WIDE
CONC. WALL
6" DIA. CONC.
BOLLARD
6" DIA. CONC.
BOLLARD
6" DIA. CONC.
BOLLARD
6" DIA. CONC.
BOLLARD
BIKE
RACK
GROUND
ROD
GATE
STOP
SIGN
INFORMATIONAL
SIGN
CURVE
SIGN
CURVE
SIGN
STOP
SIGN
25 MPH
SIGN
PULL UP
BARS
MULCHED
PLAY AREA
NORTH HOSPITAL RD.
STOP BAR
C E
N T
R A
L
H
O S
P I T
A L
R
D
STOP LIGHT BAR
BUILDING
FFE=469.18
26'
26'
6'
18.5'
18.5'
20'
ADA COMPLIANT
HANDICAP RAMP WITH
DETECTABLE WARNINGS
CONVERT 5 STANDARD SPACES
TO 3 HANDICAP SPACES
COVERED
CONCRETE STOOP
26'
33'
N: 1247105.7080
E: 666441.9419
N: 1247130.7835
E: 666352.0203
N: 1247271.1118
E: 666491.6790
R
2'
2' WIDTH
STD. DUTY ASPHALT
REPLACEMENT
8' PRECAST CONCRETE
CAR WHEEL STOP (TYP.)
HANDICAP PARKING
SIGN (TYP.)
N: 1247458.6189
E: 666484.2249
N: 1247424.0896
E: 666494.2859
N: 1247456.5919
E: 666572.9089
N: 1247232.8260
E: 666568.1392
N: 1247234.6635
E: 666478.6426
N: 1247260.9544
E: 666405.9833
N: 1247240.3136
E: 666373.8202
N: 1247173.6048
E: 666302.2397
ADA COMPLIANT
HANDICAP RAMP WITH
DETECTABLE WARNINGS
R
R
R
R
R
R
BATTALION
HEADQUARTERS BUILDING
(BID OPTION 1)
SEE NOTE #7 ON CS101
UNOBSTRUCTED
SPACE
E M
E R
G E
N C
Y
V
E H
I C
L
C
E S
S
R
O A
D
PARKING LOT
34 SPACES
STANDARD DUTY ASPHALT
R
R
6' PRECAST CONCRETE
CAR WHEEL STOP (TYP.)
2.5'
2.5'
4" PAVEMENT
STRIPES (TYP)
N: 1247131.4397
E: 666312.0257
REPLACE THIS SECTION OF CONCRETE
PAVEMENT ONLY IF IT HAS TO BE REMOVED FOR
THE DEMOLITION OF THE ELECTRICAL LINE
SEE SHEET ES101
S O
L I C
I T
A T
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N
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S I G
N E
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B
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R I P
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N
A
M A
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S I Z
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D A
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C O
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R A
D R
A W
N
B
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S U
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D
A T
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SHEET ID
B
C
D
E
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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C
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C A
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K E
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S U
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T E
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B
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A N
S I
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-W H
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M B
S A
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F Y
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READY TO ADVERTISE (RTA)
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K6ENDTBM 12/16/2020 3:35:58 PM C:\USERS\K6ENDTBM\DESKTOP\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG
CS102
S I T
E
P
L A
N
A
T
M
A R
T I N
T
M
A R
T I N
M
K
O L A
S I N
S
MATCHLINE: CS104
KEY PLAN
B C
A
D E
SCALE: 1" = 30'
30' 60'0'
STOP
SIGN
ROOF
LINE
GROUND
ROD
BUILDING
FFE=468.50
B U
I L D
I N
G
F F
E
BENCH
ROOF
LINE
X WALK
SIGN
CENTRAL HOSPITAL RD.
STOP BAR
24'
6'
26'
9'
9'
26'
14'
8.0'
COVERED
CONCRETE STOOP
COVERED
CONCRETE STOOP
150'
59.33'
6'
5'
N: 1246820.3296
E: 665843.4230
N: 1246722.0025
E: 666061.1800
N: 1246613.0230
E: 666068.2130
N: 1246516.3699
E: 665863.7537
N: 1246485.2052
E: 666041.4651
N: 1246513.5078
E: 666017.7271
R
R
STOP BAR MARKING
N: 1246656.8234
E: 665828.0865
N: 1246676.8246
E: 665828.2062
CONCRETE VALLEY
GUTTER WITH FILLETS
CONCRETE VALLEY GUTTER WITH FILLETS
4 EA
VEHICLE QUICK
DROP BOLLARDS
2' WIDTH
HEAVY DUTY ASPHALT
REPLACEMENT
2' WIDTH
HEAVY DUTY ASPHALT
REPLACEMENT
PULL-UP BARS
BICYCLE
PARKING
33'
6'
6'
N: 1246938.3827
E: 665899.3899
N: 1246642.3479
E: 666068.7581
N: 1246572.4526
E: 666075.0519
RELOCATED
25 MPH
SPEED LIMIT SIGN
(R2-1)
STOP SIGN (R1-1)
N: 1246918.3826
E: 665899.2109
N: 1246717.4967
E: 665786.9549
N: 1246617.5069
E: 665785.3485
N: 1246463.2083
E: 665896.4388
26'
R
R
R
R
R
R
R
R
9'
R
R
R
R
R
R
9'
N: 1246630.6070
E: 665861.2064
N: 1246627.4598
E: 666030.5171
6'
COVERED
CONCRETE
PATIO
EMERGENCY VEHICLE ACCESS ROAD
EMERGENCY VEHICLE ACCESS ROAD
PARKING LOT
50 SPACES
STANDARD DUTY ASPHALT
BARRACKS
BUILDING
BARRACKS
BUILDING
PHYSICAL FITNESS AREA
(BID OPTION 2)
SEE NOTE #7 ON CS101
SEE SHEET CS503 FOR DETAIL
BUS STOP LANE
HEAVY DUTY ASPHALT
U N
O B
S T
R U
C T
E D
S P
A C
E
UNOBSTRUCTED
SPACE
8" CONCRETE
BOLLARD
N: 1246789.1674
E: 665887.3983
N: 1246714.1804
E: 665886.0044
N: 1246767.9116
E: 666022.0265
5'
2.5'
15'
4" PAVEMENT
STRIPES (TYP)
R
R
R
R
N: 1246514.3627
E: 665971.7350
N: 1246515.5150
E: 665909.7457
NO PARKING BUS STOP
SIGN (R7-107)
N: 1246491.6117
E: 665983.3142
N: 1246493.1977
E: 665897.3288
N: 1246716.8177
E: 665828.9496
N: 1246616.8303
E: 665827.3431
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
D E
C E
M B
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
N U
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
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R
R A
C K
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C
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P L E
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F O
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READY TO ADVERTISE (RTA)
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K6ENDTBM 12/16/2020 3:36:03 PM C:\USERS\K6ENDTBM\DESKTOP\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG
CS103
S I T
E
P
L A
N
B
T
M
A R
T I N
T
M
A R
T I N
M
K
O L A
S I N
S
T C
H L I N
MATCHLINE: CS105
KEY PLAN
B C
A
D E
ROOF
LINE
GROUND
ROD
BUILDING
FFE=468.50
B U
I L D
I N
G
F F
E
BENCH
ROOF
LINE
X WALK
SIGN
CENTRAL HOSPITAL RD.
STOP BAR
24'
6'
26'
9'
9'
26'
14'
8.0'
COVERED
CONCRETE STOOP
COVERED
CONCRETE STOOP
150'
59.33'
6'
5'
N: 1246820.3296
E: 665843.4230
N: 1246722.0025
E: 666061.1800
N: 1246613.0230
E: 666068.2130
N: 1246516.3699
E: 665863.7537
N: 1246485.2052
E: 666041.4651
N: 1246513.5078
E: 666017.7271
R
R
STOP BAR MARKING
N: 1246656.8234
E: 665828.0865
N: 1246676.8246
E: 665828.2062
CONCRETE VALLEY
GUTTER WITH FILLETS
CONCRETE VALLEY GUTTER WITH FILLETS
4 EA
VEHICLE QUICK
DROP BOLLARDS
2' WIDTH
HEAVY DUTY ASPHALT
REPLACEMENT
2' WIDTH
HEAVY DUTY ASPHALT
REPLACEMENT
PULL-UP BARS
BICYCLE
PARKING
33'
6'
6'
N: 1246938.3827
E: 665899.3899
N: 1246642.3479
E: 666068.7581
N: 1246572.4526
E: 666075.0519
RELOCATED
25 MPH
SPEED LIMIT SIGN
(R2-1)
STOP SIGN (R1-1)
N: 1246918.3826
E: 665899.2109
N: 1246717.4967
E: 665786.9549
N: 1246617.5069
E: 665785.3485
N: 1246463.2083
E: 665896.4388
26'
R
R
R
R
R
R
R
R
9'
R
R
R
R
R
R
9'
N: 1246630.6070
E: 665861.2064
N: 1246627.4598
E: 666030.5171
6'
COVERED
CONCRETE
PATIO
EMERGENCY VEHICLE ACCESS ROAD
EMERGENCY VEHICLE ACCESS ROAD
PARKING LOT
50 SPACES
STANDARD DUTY ASPHALT
BARRACKS
BUILDING
BARRACKS
BUILDING
PHYSICAL FITNESS AREA
(BID OPTION 2)
SEE NOTE #7 ON CS101
SEE SHEET CS503 FOR DETAIL
BUS STOP LANE
HEAVY DUTY ASPHALT
U N
O B
S T
R U
C T
E D
S P
A C
E
UNOBSTRUCTED
SPACE
8" CONCRETE
BOLLARD
N: 1246789.1674
E: 665887.3983
N: 1246714.1804
E: 665886.0044
N: 1246767.9116
E: 666022.0265
5'
2.5'
15'
4" PAVEMENT
STRIPES (TYP)
R
R
R
R
N: 1246514.3627
E: 665971.7350
N: 1246515.5150
E: 665909.7457
NO PARKING BUS STOP
SIGN (R7-107)
N: 1246491.6117
E: 665983.3142
N: 1246493.1977
E: 665897.3288
N: 1246716.8177
E: 665828.9496
N: 1246616.8303
E: 665827.3431
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
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I S
S U
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D
A T
E
SHEET ID
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
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C
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N G
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R S
C A
T E
G O
D
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C H
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K E
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B
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S U
B M
I T
T E
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B
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D E
C E
M B
S A
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T H
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READY TO ADVERTISE (RTA)
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K6ENDTBM 12/16/2020 3:36:03 PM C:\USERS\K6ENDTBM\DESKTOP\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG
CS103
S I T
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P
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B
T
M
A R
T I N
T
M
A R
T I N
M
K
O L A
S I N
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T C
H L I N
MATCHLINE: CS105
KEY PLAN
B C
A
D E
SHIPPING
CONTAINER
ROOF
OVERHANG
BUILDING
FFE=472.68
2" PLASTIC
STUB OUT
STEPS
C E
N T
R A
L
H
O S
P I T
A L
R
D
CENTRAL
HOSPITAL RD.
STOP BAR
CENTRAL HOSPITAL RD.
R
R
20'
8'
10'
6'
6'
20'
DUMPSTER ENCLOSURE
SEE SHEET CS504 FOR DETAIL
4 EA
VEHICLE QUICK
DROP BOLLARDS
10'
10'
6'
COVERED
CONCRETE STOOP
COVERED
CONCRETE STOOP
150'
20'
CONCRETE VALLEY GUTTER
WITH FILLETS
CONCRETE VALLEY GUTTER
CONCRETE VALLEY GUTTER
CONCRETE PAD FOR COOLING TOWER
SEE MECHANICAL PLANS FOR DETAILS
6'
N: 1246961.7850
E: 666411.9412
N: 1246970.1121
E: 666349.3840
N: 1246969.5660
E: 666369.3778
5'
N: 1246709.4462
E: 666234.4766
N: 1246809.5371
E: 666424.0206
N: 1246718.5770
E: 666484.3320
N: 1246718.1841
E: 666504.3281
N: 1246610.4459
E: 666206.8490
N: 1246481.0414
E: 666271.6120
N: 1246483.6445
E: 666130.1491
N: 1246594.3941
E: 666132.2078
N: 1246821.0813
E: 666562.6250
N: 1246906.3682
E: 666545.5403
15'
59.33'
14'
6'
5'
15'
R
2'
2'
2'
2'
15'
N: 1246643.6751
E: 666535.4140
N: 1246663.5748
E: 666540.9974
4'
4'
4 EA
VEHICLE QUICK
DROP BOLLARDS
2' WIDTH
HEAVY DUTY ASPHALT
REPLACEMENT
2' WIDTH
HEAVY DUTY ASPHALT
REPLACEMENT
2' WIDTH
HEAVY DUTY ASPHALT
REPLACEMENT
PULL-UP BARS
33'
8" CONCRETE
BOLLARD
33'
6'
6'
8" CONCRETE
BOLLARD
CROSSWALK
ROAD MARKINGS
N: 1246808.7062
E: 666588.3009
N: 1246980.6003
E: 666591.6551
N: 1246889.7780
E: 666577.2362
N: 1246926.3648
E: 666545.9120
N: 1246576.6673
E: 666572.7413
N: 1246717.4397
E: 666586.6586
N: 1246455.3585
E: 666325.7165
N: 1246639.7708
E: 666207.3941
BATTALION
HEADQUARTERS BUILDING
(BID OPTION 1)
SEE NOTE #7 ON CS101
EMERGENCY VEHICLE ACCESS ROAD
E M
E R
G E
N C
Y
V
E H
I C
L
C
E S
S
R
O A
D
EMERGENCY VEHICLE ACCESS ROAD
BARRACKS
BUILDING
BARRACKS
BUILDING
COVERED
CONCRETE
PATIO
U N
O B
S T
R U
C T
E D
S P
A C
E
BUS STOP LANE
HEAVY DUTY ASPHALT
UNOBSTRUCTED
SPACE
UNOBSTRUCTED
SPACE
CONCRETE PAD FOR
ELECTRIC TRANSFORMER
CONCRETE PAD FOR
ELECTRIC TRANSFORMER
8" CONCRETE
BOLLARD
N: 1246971.6748
E: 666545.0744
N: 1246971.4905
E: 666555.0727
N: 1246602.3277
E: 666249.3438
N: 1246612.3260
E: 666249.5281
N: 1246704.4510
E: 666409.4140
N: 1246779.4380
E: 666410.8079
N: 1246763.2003
E: 666275.4827
NO PARKING BUS STOP
SIGN (R7-107)
R
R
N: 1246703.5679
E: 666541.7408
N: 1246603.6820
E: 666534.6707
R
N: 1246966.3578
E: 666546.6556
N: 1246866.3751
E: 666544.7969
4" PAVEMENT STRIPES (TYP)
3' WIDTH OF HEAVY DUTY ASPHALT
REMOVED FOR INSTALLATION OF NEW
WATER MAIN AND THEN REPLACED
PHYSICAL FITNESS AREA
(BID OPTION 2)
SEE NOTE #7 ON CS101
SEE SHEET CS503 FOR DETAIL
STOP FOR PEDESTRIANS
WITHIN CROSSWALK SIGN
(R1-6a)
N: 1246970.7683
E: 666309.3894
N: 1246968.9098
E: 666409.3724
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
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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
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
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C
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N G
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E E
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C A
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G O
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E
C H
E C
K E
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B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
D E
C E
M B
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
N U
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
A
R
R A
C K
S
C
O M
P L E
X
P
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F O
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D O
N
G
E O
R G
I A
READY TO ADVERTISE (RTA)
S
B
A R
B I N
A
K6ENDTBM 12/17/2020 4:12:52 PM C:\USERS\K6ENDTBM\DESKTOP\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG
M A
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H L I N
CS104
S I T
E
P
L A
N
C
T
M
A R
T I N
T
M
A R
T I N
M
K
O L A
S I N
S
MATCHLINE: CS102
MATCHLINE: CS106
KEY PLAN
B C
A
D E
25 MPH
STOP
SIGN
X WALK
SIGN
UG FM
SIGN
TAX CENTER
SIGN
ONE WAY
SIGN
RUBBER MAT
ON CINC. PATH
6" PVC STUB OUT
LABLED - M1
STOP LIGHT POLE
CHAMBERLAIN AVE
STOP LIGHT POLE
RUBBER MAT
ON CINC. PATH
N: 1245977.9357
E: 665726.8247
N: 1245977.1525
E: 665761.8160
N: 1245978.7795
E: 665665.8283
N: 1245977.9964
E: 665700.8196
26'
ROAD CENTERLINE
SOLID DOUBLE YELLOW
MARKINGS
STOP BAR
MARKING
26'
R
CONCRETE VALLEY GUTTER WITH FILLETS
FEATHER CURB
ADD TRAFFIC SIGNAL TO EXISTING POLE.
DESIGN AND INSTALL TO BE COMPLETED
BY CONTRACTOR
ROAD CENTERLINE START
N: 1246390.3043
E: 665723.0512
ROAD CENTERLINE END
N: 1245939.1518
E: 665712.9534
N: 1245943.8724
E: 665659.7833
DO NOT ENTER SIGN
(R5-1)
STOP BAR
MARKING
N: 1245942.0510
E: 665766.7585
K I L B
O R
R
E E
T
B
T
I O
N
T
E
O
N
C
S
H E
A V
Y
D
U T
Y
A
S P
H A
L T
TWO ONE WAY SIGNS (R6-1)
SIGNS FACING NORTH AND SOUTH
BOTH ARROWS POINTING WEST
N: 1245953.5288
E: 665686.8458
R
R
N: 1245971.6082
E: 665683.1623
RUNNING TRACK EXPANSION
(BID OPTION 3)
SEE NOTE #7 ON CS101
SEE SHEET CS502 FOR DETAIL
RUNNING TRACK EXPANSION
(BID OPTION 3)
SEE NOTE #7 ON CS101
SEE SHEET CS502 FOR DETAIL
25 MPH
SPEED LIMIT SIGN (R2-1)
25 MPH
SPEED LIMIT SIGN (R2-1)
ONE WAY SIGN (R6-1)
SIGN FACING SOUTH
ARROW POINTING WEST
REPLACE THIS SECTION OF HEAVY DUTY ASPHALT
ONLY IF IT HAS TO BE REMOVED FOR THE
DEMOLITION OF THE ELECTRICAL LINE
SEE SHEET ES102
FIX CROSSWALK ROAD
MARKINGS AT TIE IN
DO NOT ENTER SIGN
(R5-1)
S O
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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
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S U
B M
I T
T E
D
B
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A N
S I
D
-W H
N B
D E
C E
M B
S A
V A
N N
A H
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A
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O
G L E
T H
O R
E
N U
E
S A
V A
N N
S
T R
I C
T
V O
L U
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I T
E
F Y
P
N
A
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R A
C K
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O M
P L E
X
P
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F O
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D O
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G
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I A
READY TO ADVERTISE (RTA)
S
B
A R
B I N
A
K6ENDTBM 12/16/2020 3:36:13 PM C:\USERS\K6ENDTBM\DESKTOP\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG
CS105
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P
L A
N
D
T
M
A R
T I N
T
M
A R
T I N
M
K
O L A
S I N
S
MATCHLINE: CS103
A
T C
H L I N
KEY PLAN
B C
A
D E
SPEED LIMIT
MUST USE
LEFT LANE SIGN
YIELD
SIGN
UG FM
SIGN
WOOD
DECK
CHAMBERLAIN AVE
CENTRAL HOSPITAL RD.
6" PVC STUB OUT
LABLED - M2
RUBBER MAT
ON CINC. PATH
RUBBER MAT
ON CINC. PATH
10'
N: 1246431.2161
E: 666139.1524
CROSSWALK
ROAD MARKINGS
RUNNING TRACK EXPANSION
(BID OPTION 3)
SEE NOTE #7 CS101
SEE SHEET CS502 FOR DETAIL
RUNNING TRACK EXPANSION
(BID OPTION 3)
SEE NOTE #7 ON CS101
SEE SHEET CS502 FOR DETAIL
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
D E
C E
M B
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
N U
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
A
R
R A
C K
S
C
O M
P L E
X
P
H
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
K6ENDTBM 12/16/2020 3:36:17 PM C:\USERS\K6ENDTBM\DESKTOP\GOR0409\CIVIL\DRAWINGS\PLAN SHEETS\PN55516_C-CS.DWG
M A
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CS106
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P
L A
N
E
T
M
A R
T I N
T
M
A R
T I N
M
K
O L A
S I N
S
MATCHLINE: CS104
KEY PLAN
B C
A
D E
File details come from the government source that posted it. Updated .