AMDT0001_PDF_PLANS(rev1).pdf
PDF 15 MB Posted
- Attached to
- PN 72426 Military Working Dog Facility
- Solicitation number
- W912PM21R0002
About this file
This federal solicitation requests proposals for the construction and design of a Special Operations Forces Military Working Dog Facility at Fort Bragg, North Carolina. The scope of work includes building 48 kennels including 42 standard kennels and 6 isolation kennels, a veterinary clinic with surgical, radiological, and pharmacy spaces, classroom and office administrative areas, HVAC systems for the kennels and clinic, sound suppression in the kennel areas, parking for organizational and non-organizational vehicles, fire suppression and security systems, sustainability measures, accessibility compliance, furnishings and audiovisual equipment. The facility is to be designed for a 40-year minimum life in accordance with Department of Defense sustainability standards. Additional requirements include demolishing two modular buildings and air conditioning estimated at 95 tons. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Wilmington.
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F I L E
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CONSTRUCT MILITARY
WORKING DOG FACILITY,
SOTF
(PN # 72426)
FORT BRAGG, NORTH CAROLINA
SOLICITATION NO:
CONTRACT NO:
AWARD DATE:
W912PM21R0002
TBD
OCTOBER 2020
VOLUME 1 OF 2
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SHEET ID
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Wilmington District
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CONSTRUCT MILITARY
WORKING DOG FACILITY,
SOTF
(PN # 72426)
FORT BRAGG, NORTH CAROLINA
VOLUME 2 OF 2
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N
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M 1R
SOLICITATION NO:
CONTRACT NO:
AWARD DATE:
W912PM21R0002
TBD
OCTOBER 2020
R E
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N D
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PHYSICAL
THERAPY
STERILIZATION
SURGERY PREP
SURGERY
RADIOLOGY
SURGERY
LAUNDRY
EXPENDABLE
SUPPLY
MECH
OXYGEN
LAB / PHARMACY
TREATMENT
FOOD PREP
15D
DEN
14D
DEN
13D
DEN
12D
DEN
11D
DEN
10D
DEN
09D
DEN
08D
DEN
07D
DEN
06D
DEN
05D
DEN
04D
DEN
03D
DEN
02D
DEN
25D
DEN
26D
DEN
27D
DEN
28D
DEN
29D
DEN
30D
DEN
31D
DEN
32D
DEN
33D
DEN
34D
DEN
35D
DEN
36D
DEN
37D
DEN
38D
DEN
39D
DEN
40D
DEN
41D
DEN
42D
DEN
43D
DEN
44D
DEN
45D
DEN
46D
DEN
47D
DEN
47R
RUN
46R
RUN
45R
RUN
44R
RUN
43R
RUN
42R
RUN
41R
RUN
40R
RUN
39R
RUN
38R
RUN
37R
RUN
36R
RUN
35R
RUN
34R
RUN
33R
RUN
32R
RUN
31R
RUN
30R
RUN
29R
RUN
28R
RUN
27R
RUN
26R
RUN
25R
RUN
15R
RUN
14R
RUN
13R
RUN
12R
RUN
11R
RUN
10R
RUN
09R
RUN
08R
RUN
07R
RUN
06R
RUN
05R
RUN
04R
RUN
03R
RUN
02R
RUN
EXTERIOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
10E
ELEVATOR
RECOVERY
123A
MAIN ELECTRIC
1S2
STAIR 2
1S1
STAIR 1
BULK FOOD
STORAGE
LAUNDRY/ MUD
ROOM
TACK ROOM
PHYSICAL
THERAPY 2
CORRIDOR
FOOD PREP
TRAINER/HANDLERS
COMM
FIRE RISER
ISOLATION
CORRIDOR
FOOD PREP
01D
DEN
01R
RUN
48D
DEN
48R
RUN
EXTERIOR
CORRIDOR 134
EXTERIOR
CORRIDOR
EXTERIOR
CORRIDOR
ISOLATION
CORRIDOR
ARMS VAULT
131A
CORRIDOR
CORRIDOR
SC-1
PFT-1
SC-1
WOM-1
SC-1
SC-1
PFT-1
SC-1
VCT-1
RF-1
SC-1
SC-1
SC-1
SC-1
SC-1
SC-1
SC-1
SC-1
SC-1
SC-1
SC-1SC-1
SC-1 SC-1SC-1
SC-1SC-1
TYP, U.N.O.
SC-1 SC-1 SC-1
SC-1
FACP
SC-1
123B
EMERGENCY
ELEC.
SC-1
SC-1 1
ER-1
ER-1
ER-1
ER-1ER-1
111A
JANITOR
131B
CORRIDOR
133A
CORRIDOR
140A
CORRIDOR
HW
16D
DEN
17D
DEN
18D
DEN
19D
DEN
20D
DEN
21D
DEN
22D
DEN
23D
DEN
24D
DEN
24R
RUN
23R
RUN
22R
RUN
21R
RUN
20R
RUN
19R
RUN
18R
RUN
17R
RUN
16R
RUN
131B
CORRIDOR
133A
CORRIDOR
140A
CORRIDOR
HW
16D
DEN
17D
DEN
18D
DEN
19D
DEN
20D
DEN
21D
DEN
22D
DEN
23D
DEN
24D
DEN
24R
RUN
23R
RUN
22R
RUN
21R
RUN
20R
RUN
19R
RUN
18R
RUN
17R
RUN
16R
RUN
LATRINE (ABA)
LATRINE (ABA)
SC-1
SC-1
SC-1
ER-1
ER-1
SC-1
PFT-1 PORCELAIN TILE
SC-1 SEALED CONCRETE
1. ALL FLOORING MATERIAL CHANGES TO OCCUR UNDER
C.L. OF DOOR, U.N.O.
2. GC TO INSPECT SLAB AND PROVIDE A SMOOTH FINISH
PRIOR TO FLOORING INSTALLATION.
3. APPLY A LEVELING COMPOUND TO FLOORING LEVELS
WHERE TWO DIFFERENT HEIGHT FINISHES MEET.
FLOOR FINISH GENERAL NOTES:FLOOR FINISH LEGEND:
VCT-1 VINYL COMPOSITION TILE ER-1 EPOXY RESIN FLOORING
RF-1 RUBBER FLOORING TILE
VCT-2 VINYL COMPOSITION TILE
BASE BID: SC-1
BID OPTION 01: ER-1
BASE BID: VCT-1
BID OPTION 02: LVT-1
WOM-1 WALK-OFF MAT
FLOOR FINISH KEY NOTES:
SHEET ID
D R
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N B
Y
D E
S
IG
N E
D B
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US Army Corps of Engineers ®
D
C
B
A
C A
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G O
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C O
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A N
S I D
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F
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2 3 4 5 6 7 8 9 10
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C:\Users\Public\Documents\Local_Revit_Files\stn_arch_MWD_Facility_178451236_R18_Robert.Murdock65NTK.rvt
12/16/2020 2:40:00 PM
W P
M R
W H
N -1
-D
-0
R B
G S
R B
A F
.D
G N
AF101
L E
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L
F L O
O R
F
IN
IS
H
P L A
N
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READY TO ADVERTISE
1/8" = 1'-0"A1
LEVEL 1 FLOOR FINISH PLAN
0 4 8 16' 1/8" = 1'-0"
N
TRUE NORTH -126°
FROM PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R E
V
IS
E D
P E
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M E
N D
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N T
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M. TEAM 8 PN
M. LOCKERS
BREAK RM
COMMAND
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STORAGE
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2S2
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JANITOR204
M. LATRINE
PROGRAM
MANAGER
2S1
STAIR 1
CORRIDOR
ELECTRIC
COMM
M. TEAM 8 PN
M. TEAM 8 PN
TEAM OFFICE
CORRIDOR
F. LATRINE
LAUNDRY
F. SHOWER
SC-1
VCT-1
PFT-1
PFT-1
PFT-1
PFT-1
SC-1
VCT-1
VCT-1
VCT-1
VCT-1
VCT-1
VCT-1
VCT-1
VCT-2
VCT-1
VCT-1 VCT-1 VCT-1
PFT-1
SC-1
VCT-2
VCT-1
VCT-2
VCT-1
LATRINE (ABA)
LATRINE (ABA)
SC-1
VCT-2
ELEVATOR
CONTROLLER
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SC-1 SEALED CONCRETE
1. ALL FLOORING MATERIAL CHANGES TO OCCUR UNDER
C.L. OF DOOR, U.N.O.
2. GC TO INSPECT SLAB AND PROVIDE A SMOOTH FINISH
PRIOR TO FLOORING INSTALLATION.
3. APPLY A LEVELING COMPOUND TO FLOORING LEVELS
WHERE TWO DIFFERENT HEIGHT FINISHES MEET.
FLOOR FINISH GENERAL NOTES:FLOOR FINISH LEGEND:
VCT-1 VINYL COMPOSITION TILE ER-1 EPOXY RESIN FLOORING
RF-1 RUBBER FLOORING TILE
VCT-2 VINYL COMPOSITION TILE
BASE BID: SC-1
BID OPTION 01: ER-1
BASE BID: VCT-1
BID OPTION 02: LVT-1
WOM-1 WALK-OFF MAT
FLOOR FINISH KEY NOTES:
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
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F
IL
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A M
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D A
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C O
N T
R A
C T
N O
S O
L
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IT
A
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N N
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U .S
A
R M
Y C
O R
P S
O F
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IN
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C H
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K E
D B
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US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
J O
N E
S F
R A
N K
L
IN
R D
S
U
IT
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R A
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IG
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N
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-3
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(9
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C:\Users\Public\Documents\Local_Revit_Files\stn_arch_MWD_Facility_178451236_R18_Robert.Murdock65NTK.rvt
12/16/2020 2:40:01 PM
W P
M R
W H
N -1
-D
-0
R B
G S
R B
A F
.D
G N
AF102
L E
V E
L
F L O
O R
F
IN
IS
H
P L A
N S
K M
B
READY TO ADVERTISE
1/8" = 1'-0"A1
LEVEL 2 FLOOR FINISH PLAN
0 4 8 16' 1/8" = 1'-0"
N
TRUE NORTH -126°
FROM PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
E
D P
E R
A M
E N
D M
E N
T
D
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1. BID OPTION TO MAKE FLOORING INCLUDING INTEGRAL BASE
ER-1 AS NOTED IN SCHEDULE. SPECS FOR ER-1 ARE LISTED ON
FINISH KEY, SHEET AF602.
2. ALL EXPOSED INTERIOR WALL CORNERS IN HIGH TRAFFIC
AREAS ARE TO RECEIVED CG-1: STAINLESS STEEL CORNER
GUARDS.
3. BID OPTION 02 TO MAKE FLOORING LVT AS NOTED IN
SCHEDULE. BASIS OF DESIGN TO BE ARMSTRONG BRUSHED
ESSENCE ENCHANTED.
4. ALL DOORS AND DOOR FRAMES TO BE PAINTED P-3, TYP
U.N.O.
5. REFER TO SHEET AE603 FOR INTERNAL BLINDS REQUIRED
FOR KENNELS.
GENERAL NOTES:
SHEET ID
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
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F
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A M
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D A
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N O
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A
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US Army Corps of Engineers ®
D
C
B
A
C A
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G O
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C O
D E
A N
S I D
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F
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2 3 4 5 6 7 8 9 10
J O
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IN
R D
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C:\Users\Public\Documents\Local_Revit_Files\stn_arch_MWD_Facility_178451236_R18_Robert.Murdock65NTK.rvt
12/16/2020 3:21:26 PM
W P
M R
W H
N -1
-D
-0
R B
G S
R B
A F
.D
G N
AF601
IN
T
E R
IO
R
R O
O M
F
IN
IS
H
S C
H E
D U
L E
K M
B
READY TO ADVERTISE
INTERIOR FINISH SCHEDULE
ROOM
NUMBER ROOM NAME
FLOOR
FINISH
WALL
BASE
NORTH WALL
FINISH
EAST WALL
FINSH
SOUTH WALL
FINISH
WEST WALL
FINISH
CEILING MATERIAL /
FINISH MILLWORK REMARKS
142 CORRIDOR SC-1 RB-1 P-1 P-1 P-2 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
LEVEL 2
2S1 STAIR 1 - - - - - - - EXTERIOR STAIR, SEE
EXTERIOR FINISH SCHEDULE
2S2 STAIR 2 SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6
20E ELEVATOR VCT-1 - PL-2 PL-2 PL-2 PL-2 PER MANUF.
RECOMMENDATION
BID OPTION TO BE LVT
201 CORRIDOR VCT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
202 TRAINER OFFICE VCT-1 RB-1 P-1 P-1 P-1 P-2 ACT-1 BID OPTION TO BE LVT
203 M. LOCKERS PFT-1 TB-1 WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
GYP. BD. (MOISTURE
RESISTANT) / P-5
P-1 ABOVE WT-1. SEE
INTERIOR ELEVATIONS
204 M. LATRINE PFT-1 TB-1 WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
GYP. BD. (MOISTURE
RESISTANT) / P-5
P-1 ABOVE WT-1. SEE
INTERIOR ELEVATIONS
205 LAUNDRY PFT-1 TB-1 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / P-5
206 CORRIDOR VCT-2 RB-1 P-4 P-4 P-4 P-4 ACT-1 BID OPTION TO BE LVT
207 M. TEAM 8 PN VCT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
208 M. TEAM 8 PN VCT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
209 M. TEAM 8 PN VCT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
210 STORAGE VCT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
211 TEAM OFFICE VCT-1 RB-1 P-1 P-1 P-1 P-2 ACT-1 BID OPTION TO BE LVT
212 F. LATRINE PFT-1 TB-1 WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
GYP. BD. (MOISTURE
RESISTANT) / P-5
P-1 ABOVE WT-1. SEE
INTERIOR ELEVATIONS
213 F. SHOWER PFT-1 TB-1 WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
GYP. BD. (MOISTURE
RESISTANT) / P-5
P-1 ABOVE WT-1. SEE
INTERIOR ELEVATIONS
214 F. TEAM 4 PN VCT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
215 LAUNDRY VCT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
216 COMM SC-1 RB-1 P-1 P-1 P-1 P-1 EXPOSED / P-6
217 CLASSROOM - 40
PN
VCT-1 RB-1 P-2 P-1 P-1 P-1 ACT-3 BID OPTION TO BE LVT
218 BREAK RM VCT-1 RB-1 P-2 P-1 P-1 P-1 ACT-1 PL-1 / SS-1 BID OPTION TO BE LVT
219 COMMAND
WORK SPACE
VCT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
220 COMMAND
WORK SPACE
VCT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
221 PROGRAM
MANAGER
VCT-1 RB-1 P-1 P-2 P-1 P-1 ACT-1 BID OPTION TO BE LVT
222 KENNEL MSTR
OFFICE
VCT-1 RB-1 P-1 P-2 P-1 P-1 ACT-1 BID OPTION TO BE LVT
223 STORAGE VCT-1 RB-1 P-1 P-2 P-1 P-1 ACT-1 BID OPTION TO BE LVT
224 CONFERENCE
ROOM
VCT-1 RB-1 PT-1 / CR-1 /
PT-2
P-1 / CR-1 /
P-2
P-1 / CR-1 /
P-2
P-1 / CR-1 /
P-2
ACT-3 BID OPTION TO BE LVT. P-1
ABOVE CR-1 (CHAIR RAIL)
AND P-2 BELOW. CHAIR RAIL
MOUNTED AT 32" AFF
225 ELECTRIC SC-1 RB-1 P-1 P-1 P-1 P-1 EXPOSED / P-6
226 JANITOR SC-1 TB-1 P-1 P-1 WT-1 / P-1 WT-1 / P-1 ACT-1 P-1 ABOVE WT-1. SEE
INTERIOR ELEVATIONS
230 ELEVATOR
CONTROLLER
VCT-2 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE LVT
231 LATRINE (ABA) PFT-1 TB-1 WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
GYP. BD. (MOISTURE
RESISTANT) / P-5
P-1 ABOVE WT-1. SEE
INTERIOR ELEVATIONS
232 LATRINE (ABA) PFT-1 TB-1 WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
GYP. BD. (MOISTURE
RESISTANT) / P-5
P-1 ABOVE WT-1. SEE
INTERIOR ELEVATIONS
INTERIOR FINISH SCHEDULE
ROOM
NUMBER ROOM NAME
FLOOR
FINISH
WALL
BASE
NORTH WALL
FINISH
EAST WALL
FINSH
SOUTH WALL
FINISH
WEST WALL
FINISH
CEILING MATERIAL /
FINISH MILLWORK REMARKS
LEVEL 1
01D DEN SC-1 - P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / P-5
BID OPTION TO BE ER-1
01R RUN SC-1 - P-1 P-1 P-1 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
1S1 STAIR 1 - - - - - - - EXTERIOR STAIR, SEE
EXTERIOR FINISH SCHEDULE
1S2 STAIR 2 SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6
10E ELEVATOR VCT-1 - PL-2 PL-2 PL-2 PL-2 PER MANUF.
RECOMMENDATION
100 CORRIDOR WOM-1 RB-1 P-1 P-1 P-1 P-1 ACT-1
101 FACP SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
102 FIRE RISER SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6
103 LATRINE (ABA) PFT-1 TB-1 WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
GYP. BD. (MOISTURE
RESISTANT) / P-5
WT-1 & WT-2 @ 4'-6" AFF. P-1
ABOVE WT-1. SEE INTERIOR
ELEVATIONS
104 LATRINE (ABA) PFT-1 TB-1 WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
WT-1 / WT-2 /
P-1
GYP. BD. (MOISTURE
RESISTANT) / P-5
WT-1 & WT-2 @ 4'-6" AFF. P-1
ABOVE WT-1. SEE INTERIOR
ELEVATIONS
105 HW SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
106 TACK ROOM SC-1 RB-2 P-1 P-1 P-1 P-1 ACT-1 PL-1 BID OPTION TO BE ER-1
107 ARMS VAULT SC-1 RB-2 P-1 P-1 P-1 P-1 GYP. BD. / P-4 BID OPTION TO BE ER-1
108 LAUNDRY/ MUD
ROOM
SC-1 RB-2 P-1 P-1 P-1 WT-1 / P-1 GYP. BD. (MOISTURE
RESISTANT) / P-5
SS-1 BID OPTION TO BE ER-1.
REFER TO SHEET AE402 FOR
WALL TILE PLACEMENT.
109 BULK FOOD
STORAGE
SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6 PL-1 BID OPTION TO BE ER-1
110 FOOD PREP SC-1 RB-2 P-1 P-1 P-1 P-1 GYP. BD. / P-4 PL-1 / SS-1 BID OPTION TO BE ER-1
111 CORRIDOR SC-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 BID OPTION TO BE ER-1
111A JANITOR SC-1 TB-1 P-1 WT-1 / P-1 WT-1 / P-1 WT-1 / P-1 EXPOSED / P-6 WT-1 @ 4'-6" AFF. P-1 ABOVE
WT-1. SEE INTERIOR
ELEVATIONS
112 PHYSICAL
THERAPY 2
SC-1 RB-2 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / P-5
PL-1 / SS-1 BID OPTION TO BE ER-1
113 TRAINER/HANDL
ERS
SC-1 RB-1 P-1 P-1 P-1 P-2 EXPOSED / P-6 BID OPTION TO BE ER-1
114 FOOD PREP SC-1 RB-1 P-1 P-1 P-1 P-1 GYP. BD. / P-4 PL-1 / SS-1 BID OPTION TO BE ER-1
115 COMM SC-1 - P-1 P-1 P-1 P-1 EXPOSED / P-6
116 PHYSICAL
THERAPY
RF-1 RB-2 P-1 P-1 P-1 P-1 GYP. BD. / P-4
117 STERILIZATION ER-1 ER-1 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / P-5
PL-1 / SS-1
118 FOOD PREP SC-1 RB-1 P-1 P-1 P-1 P-1 GYP. BD. / P-4 PL-1 / SS-1 BID OPTION TO BE ER-1
119 SURGERY PREP ER-1 ER-1 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / GEP
PL-1 / SS-1
120 SURGERY ER-1 ER-1 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / GEP
BID OPTION TO BE ER-1
121 TREATMENT ER-1 ER-1 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / GEP
PL-1 / SS-1
122 LAB / PHARMACY ER-1 ER-1 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / GEP
PL-1 / SS-1
123A MAIN ELECTRIC SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6
123B EMERGENCY
ELEC.
SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6
124 RADIOLOGY ER-1 ER-1 P-1 P-1 P-1 P-1 LEAD LINED GYP. BD.
125 OXYGEN SC-1 RB-2 P-1 P-1 P-1 P-1 EXPOSED / P-6
126 EXPENDABLE
SUPPLY
ER-1 ER-1 P-1 P-1 P-1 P-1 GYP. BD. / P-4
127 SURGERY
LAUNDRY
SC-1 RB-1 P-1 P-1 P-1 P-1 ACT-2
128 RECOVERY ER-1 ER-1 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / GEP
129 CORRIDOR ER-1 ER-1 P-1 P-1 P-1 P-1 GYP. BD. (MOISTURE
RESISTANT) / GEP
130 ISOLATION
CORRIDOR
SC-1 RB-1 P-1 P-1 P-2 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
131A CORRIDOR SC-1 RB-1 P-1 P-1 P-2 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
131B CORRIDOR SC-1 RB-1 P-1 P-1 P-2 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
132 CORRIDOR SC-1 RB-1 P-1 P-1 P-1 P-2 EXPOSED / P-6 BID OPTION TO BE ER-1
133 CORRIDOR SC-1 RB-1 P-1 P-1 P-1 P-2 EXPOSED / P-6 BID OPTION TO BE ER-1
134 EXTERIOR
CORRIDOR
SC-1 - P-1 P-1 P-1 P-1 EXPOSED / P-6 SEE EXTERIOR ELEVATIONS,
BID OPTION TO BE ER-1
135 EXTERIOR
CORRIDOR
SC-1 - P-1 P-1 P-1 P-1 EXPOSED / P-6 SEE EXTERIOR ELEVATIONS,
BID OPTION TO BE ER-1
136 ISOLATION
CORRIDOR
SC-1 - P-1 P-1 P-1 P-1 EXPOSED / P-6 SEE EXTERIOR ELEVATIONS,
BID OPTION TO BE ER-1
137 MECH SC-1 - P-1 P-1 P-1 P-1 EXPOSED / P-6
138 EXTERIOR
CORRIDOR
SC-1 - P-1 P-1 P-1 P-1 EXPOSED / P-6 SEE EXTERIOR ELEVATIONS,
BID OPTION TO BE ER-1
139 EXTERIOR
CORRIDOR
SC-1 - P-1 P-1 P-1 P-1 EXPOSED / P-6 SEE EXTERIOR ELEVATIONS,
BID OPTION TO BE ER-1
140 CORRIDOR SC-1 RB-1 P-1 P-2 P-1 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
141 CORRIDOR SC-1 RB-1 P-1 P-1 P-2 P-1 EXPOSED / P-6 BID OPTION TO BE ER-1
M A
R K
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259'
259'
259'
258'
'2
257'
256'
255'
254'
S I
D
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
D
E C
E M
B E
R
F O
A
G G
N
O R
R
O L
I N
A
S O
F
M
I L
I T
A R
Y
W
O R
K I N
G
D
C
I L
I T
Y
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
Y
D
E
W P
M R
W H
N D
D E
P
T I O
N
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
L I N
G T
E
W I L M
I N
G T
O N
N
O R
R
O L I N
A
C-504
S I T
E
D
E T
A I L
S
D
S
A L T
S M
A N
M
M
I L E
Y
M
B
A R
T O
N
D
S
A L T
S M
A N
C D
G N
16"1' MIN.
2' MAX.
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE
STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
TO ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN.
PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN
FOR LATERAL SUPPORT AND TO AVOID
WASHOUTS WHEN OVERFLOW OCCURS. IF
NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD
STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR
COMPARABLE WIRE MESH WITH 1/2-INCH
OPENINGS OVER ALL BLOCK OPENINGS TO
HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER
AND SMOOTH IT TO AN EVEN GRADE. DOT #57
WASHED STONE IS RECOMMENDED.
MAINTENANCE:
1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED.
2. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
SUBSEQUENT RAINS.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE
ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY. BRING THE DISTRIBUTED AREA TO PROPER GRADE, THEN SMOOTH AND
COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
BLOCK AND GRAVEL INLET PROTECTION
(TEMPORARY) DETAIL
SCALE: NOT TO SCALE
D1
2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
DE-WATERING
DROP INLET
WITH GRATE
SEDIMENT
TEMPORARY
SEDIMENT POOL
DE-WATERING
CONCRETE BLOCK
X
Y
2" WEEP
HOLES
PLAN
WITH GRATE & FRAME REMOVED
DOWEL
Y
X
6" A 6"
H
SEE NOTE
DOWEL
(SEE NOTE)
6" B 6"
H
SECTION Y-Y
MAX. PIPE THIS SIDE - 18"
SECTION X-X
BRICK COPING (INCIDENTAL)
TOP ELEVATION
STD. 840.16 FRAME
AND GRATE
GENERAL NOTES:
1. USE CLASS "B" CONCRETE THROUGHOUT.
2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH
STEPS 12" ON CENTER. USE STEPS WHICH COMPLY WITH
STD. DRAWING 840.66.
3. OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2"
KEYWAY OR #4 BAR DOWELS AT 12" CENTERS AS
DIRECTED BY THE ENGINEER.
4. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM
SLAB.
5. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB
OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00.
6. CONSTRUCT WITH PIPE CROWNS MATCHING.
7. SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF
FRAMES AND GRATES NOT SHOWN.
8. INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER.
9. INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT
OF NO 78M STONE IN A POROUS FABRIC BAG OR WRAP,
AT EACH WEEP HOLE OR AS DIRECTED BY THE
ENGINEER.
10. CHAMFER ALL EXPOSED CORNERS 1".
11. DRAWING NOT TO SCALE.
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
PIPE SPAN WIDTH MIN. HEIGHT
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
D
BOTTOM
SLAB
A B H
WALL PER
FT. HT.
TOTAL CONC.
FOR MIN. HT, H
C.M. C.M.
12"
15"
18"
24"
30"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-3"
2'-6"
3'-0"
3'-6"
0.222
0.222
0.222
0.222
0.222
0.222
0.222
0.222
0.222
0.222
0.592
0.648
0.703
0.814
0.925
0.015
0.023
0.033
0.059
0.092
0.026
0.036
0.049
0.085
0.127
6"
#4 BAR
CONCRETE DROP INLET (DI) 12" TO 30" PIPE
SCALE: NOT TO SCALE
C5
D
12"
12"
MAX OD
12"
MAX
FINISH GRADE/GRASS FOR NON-PAVEMENT AREAS
COMMON FILL
6" MIN. BEDDING THICKNESS BELOW PIPE
FOR PLASTIC PIPE #67 STONE
4" MIN. BEDDING THICKNESS
FOR NON-PLASTIC PIPE #67
STONE
TRACER WIRE FOR
PLASTIC PIPE
IDENTIFICATION TAPE
BACKFILL AND FILL
TYPICAL PAVEMENT SECTION
FOR PAVEMENT AREAS
FINAL
BACKFILL
INITIAL
BACKFILL
TOTAL BEDDING THICKNESS
FOR PLASTIC PIPE #67 STONE
PLASTIC PIPE
NON-PLASTIC PIPE
TRENCH FOR STORM DRAIN PIPE
SCALE: NOT TO SCALE
A6
1/4"
TYP.
3/16"
TYP.
1/4"
TYP.
1-1/8" 7UNC x 6" HEAVY
CADMIUM-PLATED HEX
BOLT, 4" MIN. THREAD
LENGTH
1-3/8" DRILLED HOLE
WASHER
(2) 1-1/8" 7UNC HEAVY
CADMIUM-PLATED
HEX NUT
FLARED END
SECTION
*6" FOR 12" THROUGH 18" DIA. END SECTIONS
9" FOR 24" THROUGH 30" DIA. END SECTIONS
SECTION
ELEVATION
3/8" PLATE
5/8" DIA. BARS
(TYP.)
1-1/4" DIA. BAR
4"x4"x1/4" PLATE WASHER
NOTES:
1. MANPROOFING SHOWN FOR RCP ALSO APPLIES FOR
CMP FLARED END SECTIONS.
2. TACK WELD WASHER TO PLATE AND BOLT TO
WASHER. TACK WELD NUT TO BOLT ON UNDERSIDE.
3. ALL STEEL BARS AND PLATES SHALL BE GALVANIZED
WITH 2.0 OUNCES OF ZINC PER SQUARE FOOT.
4. ALL 5/8" DIAMETER STEEL BARS SHALL BE WELDED
TOGETHER. EACH 5/8" STEEL BAR SHALL ALSO BE
WELDED TO THE 3/8" STEEL PLATE AND 1-1/4" STEEL
BAR AS SHOWN.
4"x4"x1/4" PLATE
WASHER
1/4" COTTER PIN
4"x4"x1/4" PLATE
WASHER
T Y
P
1-1/4" DIA. BAR
5/8" DIA. BARS (TYP.)
4"x4"x1/4" PLATE WASHER
1/4" COTTER PIN
FLARED END SECTION
1" MAX. CLEARANCE
TO SIDEWALL (TYP.)
PLAN
2 1/2"
3 1/2"
4" MAX.
P
1-1/2" TYP.
2" TYP.
WASHER
3/8" PLATE
3/8"
PLATE
5/8" DIA. BARS
(TYP.)
1-1/4" DIA. BAR
FLARED END SECTION STEEL BARRIER MANPROOFING DETAIL
SCALE: NOT TO SCALE
A1
(MAX)1
SHWT
4" MIN. CLEAN SAND UNLESS
THE NATIVE SOIL IS EQUIVALENT
(1-2% FINES OR LESS).
SHWT = SEASONAL HIGH WATER TABLE
2' MIN.
BASIN BOTTOM =
257.00'
NOTE:
1. REFER TO GRADING PLAN FOR ALL OTHER GRADING
INFORMATION, DIMENSIONS AND ELEVATIONS.
2. OUTLET PROTECTION ON PIPE INFLOW NOT SHOWN
FOR CLARITY, SEE DETAIL A8 ON SHEET C-503.
1' MIN. UNDISTURBED IN-SITU
SOIL (K= 0.735"/HR. MIN.)
4' MIN.
MAINTENANCE:
THE DRAINAGE AREA SHALL BE CAREFULLY MANAGED TO REDUCE THE
SEDIMENT LOAD TO THE INFILTRATION BASIN.
IMMEDIATELY AFTER THE INFILTRATION BASIN IS ESTABLISHED, THE
VEGETATION SHALL BE WATERED TWICE WEEKLY IF NEEDED UNTIL THE PLANTS
BECOME ESTABLISHED (COMMONLY SIX WEEKS).
NO PORTION OF THE INFILTRATION BASIN IS TO BE FERTILIZED AFTER THE
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE VEGETATION.
THE VEGETATION IN AND AROUND THE BASIN SHALL BE MAINTAINED AT A
HEIGHT OF APPROXIMATELY SIX INCHES.
AFTER THE INFILTRATION BASIN IS ESTABLISHED, IT SHALL BE INSPECTED ONCE
A QUARTER AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN
1.0 INCHES (OR 1.5 INCHES IF IN A COASTAL COUNTY). RECORDS OF INSPECTION
AND MAINTENANCE SHALL BE KEPT IN A KNOWN SET LOCATION AND SHALL BE
AVAILABLE UPON REQUEST.
(MAX)
INFILTRATION TRENCH DETAIL
SCALE: NOT TO SCALE
C8
BASIN TOP =
259.50'
EMERGENCY RIP RAP OVERFLOW,
SEE DETAIL D4 ON SHEET C-503,
ELEVATION = 258.36'
(MAX)
F L O
W
PIPE INVERT
= 257.00'
A
A
SECTION A-A
N
R
E V
I S
E
N D
M E
D
12/16/2020
C-509
T
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D
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A I L
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D
S
A L T
S M
A N
M
M
I L E
Y
M
B
A R
T O
N
D
S
A L T
S M
A N
C D
G N
A N
S I
D
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
D
E C
E M
B E
R
F O
A
G G
N
O R
R
O L
I N
A
S O
F
M
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A R
Y
W
O R
K I N
G
D
C
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Y
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
W P
M R
W H
N D
D E
P
T I O
N
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
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T
U S
A
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Y
C
O R
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N G
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R S
R
L I N
G T
E
W I L M
I N
G T
O N
N
O R
R
O L I N
A
STORM DRAINAGE STRUCTURE SCHEDULE
SCALE: NOT TO SCALE
D6
CONCENTRIC
CONE SECTION
2'-0"
"D"
ALTERNATE CONE SECTION
T
'D' + 2 'W'
1" MIN.
CLR.
ADDITIONAL
#4 REBAR
USE MIN. AREA OF STEEL IN
TOP SLAB OF #4's @ 8" CTS.
EACHWAY/EACH FACE.
1" MIN.
CLR.
FLAT TOP SLAB
GRATED INLET OPTION MANHOLE OPTION
FRAME AND
GRATE
ADDITIONAL #4 EACH SIDE OF
OPENING (1" CLEAR OF BOTTOM
FACE PLACE BARS DIAGONAL TO
CORNERS (TYP.)
ADDITIONAL #4 EACH SIDE OF
OPENING (1" CLEAR OF BOTTOM
FACE)
SEE STD. 840.54
FOR MANHOLE
RING AND
COVER
T
M
I N
C L
R
BASE
REINFORCED CONCRETE
FOOTING. (SEE STD.
1525.01 IF REQUIRED)
USE MIN. AREA OF STEEL IN
BASE SLAB OF 0.12 IN
PER
LINEAR FOOT EACH WAY
TYPICAL MANHOLE SECTION
'W' 'D' 'W'
RISER
STEP STD. NO. 840.66
AS
(CIRCUMFERENTIAL
REINFORCEMENT)
LONGITUDINAL
REINFORCEMENT
6" MAX. SPACING
OF CIRCUM. R/F
MIN. AREA OF
STEEL IS 0.07 IN
2'-0"
GRADE
RING
ECCENTRIC CONE
LOCATE WALL
REINFORCEMENT
IN MIDDLE THIRD
OF WALL
GENERAL NOTES:
1. USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
2. FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
3. ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" FROM THE
TOP TO THE BOTTOM OF THE MANHOLE.
4. WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT THE TOP OF
THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM OF 9" ABOVE THE
GROUND AT OTHER LOCATIONS.
5. LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF BOTTOM SLAB.
6. THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE THINNEST PROTION OF
THE TOP/BOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS A
DISTINGUISHABLE TOP AND BOTTOM.
INTERNAL
DIAMETER
(FT.)
D
MIN. WALL
THICKNESS
(IN.)
W
MIN. TOP/BOTTOM
SLAB THICKNESS
(IN.)
T
MIN. CIRCUMFERENTIAL AREA
OF STEEL PER VERTICAL FT.
(SQ. IN.)
0.12
0.15
0.18
As
PRECAST MANHOLE 4',5' AND 6' DIAMETER - 12" THRU 48" PIPE
SCALE: NOT TO SCALE
A3
PLUG
IRON BODY FERRULE W/
BRASS RECESSED LUG THREADED
CLEANOUT CAP
45° BEND
45° BEND
REFER TO GRADING
PLAN FOR SIZE
AND LOCATION
CLEAN OUT DETAIL
SCALE: NOT TO SCALE
F2
REINFORCING
BAR OR STEEL FABRIC
E
HUB END ON OUTLET END SECTIONS
SPIGOT END ON INLET END SECTIONS
FRONT ELEVATION
PLAN
SECTION A-A
A
A
C
B
E
D
A
D
I
A
P
I
P
E
DIA
12"
15"
18"
30"
24"
36"
48"
42"
54"
60" 2'-11"
2'-3"
2'-0"
1'-9"
1'-3"
1'-0"
9 1/2"
9"
6"
4"
A B
2'-0"
2'-3"
2'-3"
3'-7"
4'-6"
5'-3"
5'-3"
6'-0"
5'-5"
5'-0" 3'-3"
2'-9 1/4"
2'-2"
2'-11"
2'-10 3/4"
1'-7 3/4"
2'-6"
1'-9"
1'-9"
2'-0"
C D
4'-0"
4'-0"
4'-0"
6'-1"
6'-1 3/4"
8'-1 3/4"
8'-2"
8'-2"
8'-2 1/4"
8'-3" 8'-0"
7'-6"
7'-0"
6'-6"
6'-0"
5'-0"
4'-0"
3'-0"
2'-6"
2'-0"
E
END SECTION DIMENSIONS
FLARED END SECTION DETAIL
SCALE: NOT TO SCALE
D1
NOTE:
1. FLARED END SECTION SHALL BE
MANPROOFED, SEE DETAIL A1 ON
SHEET C-504
PROVIDE 18"
SUMP FOR
PRETREATMENT
R
E V
I S
E
N D
M E
D
040' 40' 120'
1"=40'
A N
S I
D
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
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D
A T
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D
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B E
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F O
A
G G
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A
S O
F
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A R
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W
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K I N
G
D
C
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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
W P
M R
W H
N D
D E
P
T I O
N
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
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T
U S
A
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Y
C
O R
E
N G
I N
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R S
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W I L M
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G T
O N
N
O R
R
O L I N
A
DEMOLITION SEQUENCE:
1. INSTALL SEDIMENT AND EROSION CONTROLS PER PLAN (CG101 AND
CG110).
2. COORDINATE DEMOLITION OF WATER WITH ASUS.
3. COORDINATE RELOCATION OF GENERATOR AND HANDHOLES WITH
SUS.
4. COMMENCE REMAINDER OF DEMOLITION.
DEMOLITION NOTES:
1. QUANTITIES SHOWN ARE ESTIMATED. CONTRACTOR IS RESPONSIBLE
FOR FINAL QUANTITIES AND ALL DEMOLITION NECESSARY TO
CONSTRUCT THE PROJECT.
2. CONTRACTOR SHALL MAINTAIN GRAVEL ROAD AS NECESSARY TO
COMPLETE CONSTRUCTION AND DEMOLITION. SEE CONSTRUCTION
SEQUENCE FOR FINAL DEMOLITION AND REPLACEMENT ON CG101.
3. BENEFICIAL OCCUPANCY MUST BE ACHIEVED FOR THE NEW MILITARY
WORKING DOG FACILITY BEFORE DEMOLITION OF BUILDINGS O1935
AND O1934 CAN OCCUR. CONTRACTOR SHALL ALLOW A MINIMUM OF
TWO WEEKS AFTER BENEFICIAL OCCUPANCY DETERMINATION IS MADE
TO ALLOW TENANTS TO MOVE ASSETS. UPON APPROVAL FROM COR,
THE CONTRACTOR MAY COMMENCE DEMOLITION ACTIVITIES.
CONTRACTOR SHALL REMOVE MODULAR BUILDINGS, ALL UTILITIES,
AND ALL APPURTENANCES. ALL REMAINING ITEMS IN BUILDINGS O1935
AND O1934 SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL COORDINATE DISCONNECTS WITH THE
APPROPRIATE AGENCIES.
4. COORDINATE ALL ELECTRICAL DEMOLITION, ABANDONMENT AND
OUTAGES WITH SUS AND COR IN ACCORDANCE WITH THE
SPECIFICATIONS.
5. COORDINATE ALL WATER AND SEWER DEMOLITION, ABANDONMENT
AND OUTAGES WITH ASUS AND COR IN ACCORDANCE WITH THE
SPECIFICATIONS.
6. CONTRACTOR SHALL USE THIRD PARTY UTILITY LOCATOR AND FIELD
VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START
OF ANY CONSTRUCTION WORK.
KEY MAP:
CD101
D E
M O
L I T
I O
N
P
L A
N
D
S
A L T
S M
A N
M
M
I L E
Y
M
B
A R
T O
N
D
S
A L T
S M
A N
C D
D
G N
KEY NOTES :
1. REMOVE 125 LF OF FENCE.
2. REMOVE WOODEN RETAINING WALL.
3. CONTRACTOR SHALL PROTECT MWD MEMORIAL.
4. RELOCATE GENERATOR BY SUS. SEE DEMOLITION SEQUENCE NOTE 3.
5. POOL TO BE RELOCATED BY GOVERNMENT PRIOR TO CONSTRUCTION.
6. DEMO AND REPLACE APPROXIMATELY 6,800 SF OF GRAVEL ROAD. SEE
DEMOLITION NOTE 2.
7. DEMOLISH EXISTING TREES, TYP. TREE REMOVAL SHALL INCLUDE
STUMPS AND ROOTS AS NECESSARY. STUMPS AND ROOTS SHALL NOT
BE PERMITTED UNDER ANY PROPOSED PAVING OR STRUCTURES.
8. REMOVE OBSTACLE STRUCTURE.
9. REMOVE BLOCK WALL STRUCTURE.
10. REMOVE DOME COVERS TYP.
11. CONTRACTOR TO CUT, KEEP AND STORE 25" AND 19" PINE.
COORDINATE WITH SOTF.
12. REMOVE CONCRETE PIT STRUCTURE.
13. DEMOLISH TWO MODULAR BUILDINGS (O1934 AND O1935) AND ALL
APPURTENANCES, SEE DEMOLITION NOTE 3.
14. REMOVE AND REPLACE APPROXIMATELY 275 LF OF FENCE.
15. RELOCATE IRRIGATION LINE, BY ASUS. SEE DEMOLITION SEQUENCE
NOTE 2.
16. REMOVE OBSTACLE STRUCTURE.
17. DEMO CLEAN OUTS AND ALL APPURTENANCES TYP.
18. LIMITS OF DISTURBANCE.
19. PROJECT LIMITS.
20. REMOVE CONCRETE WALL.
21. REMOVE AND SALVAGE ABOVE GROND RCP OBSTACLE. COORDINATE
LOCATION OF STORAGE WITH COR AND SOTF.
22. DEMOLISH COMMUNICATIONS MANHOLE.
23. DEMOLISH WATER LINE, BY ASUS.
24. TREES WERE NOT SURVEYED IN THIS AREA, CLEAR AND GRUB AND
REMOVE PER KEY NOTE 7.
25. DEMOLISH TELECOMMUNICATION LINE. COORDINATE ALL
TELECOMMUNICATION DEMOLITION WITH SOTF SIGNAL SECTION POC.
DEMOLISH ALL OSP COPPER AND FIBER BACK TO MODULAR BUILDING
AND BUILDING O 1929.
26. DEMOLISH GRAVEL ROAD FOR BID OPTION #6.
SEE DEMOLITION NOTE 2.
27. DEMOLISH APPROXIMATELY 40 LF OF FENCE.
DEMOLITION PLAN
SCALE: 1"=40'
A3
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W
W
W
W
W
14"
9"
15"
5"
11"
4"
6"
5"
11"
21"
19"
11"
16"
11"
9"
5"
14"
16"
5"
15"
14"
13"
12"
12"
20"
14"
12"
13"
12"
15"
14"
4"
4"
15"
16"
12"
12"
13"
12"
19"
16"
8"
16"
14"
4"
5"
12"
12"
10"
6"
10"
5"
10"
4"
4"
12"
11"
15"
14"
13"
6"
14"
10"
4"
4"
12"
8"
4"
16"
15"
17"
16"
8"
10"
11"
12"
18"
4"
10"
4"
8"
17"
15"
16"
5"
10"
8"
9"
16"
9"
11"
5"
4"
8"
15"
12"
16"
14"
12"
4"
4"
4"
4"
14"
6"
14"
6"
4"
6"
13"
10"
18"
14"
11"
11"
6"
10"
8"
5"
10"
6" 10"
8"
10"
14"
10"
9"
7"
14"
12"
4"
5"
5"
10"
11"
15"
5"
4"
11"
6"
15"
14"
8"
12"
16"
10"
6"
8"
9"
10"
8"
9"
12"
13"
7"
7"
13"
12"
10"
25"
10"
14"
16"
8"
6"
12"
13"
11" 5"
5"
13"
4"
15"
12"
12"
5"
13"
12"
16"
6"
10"
13"
9"
13"
13"
12" 4"
11"
19"
13"
6"
12"
8"
15"
22"
15"
12"
15"
14"
14"
5"
5"
10"
14"
16"
4"
16"
12"
9"
14"
13"
8"
16"
18"
17"
4"
17"
14"
13"
12"
8"
10"
4"
9"
12"
12"
14"
12"
14"
4"
12"
10"
13"
11"
19"
9"
8"
14"
8"
10"
14"
6"
10"
5"
12"
12"
12"
15"
14"
15"
13"
7"
10"
7"
5"
15"
12"
7"
15"
6"
15"
11"
15"
9"
12"
15"
10"
15"
12"
17"
15"
13"
5"
11"
18"
13"
11"
12"
10"
10"
4"
11"
5"
10"
12"
13"
16"
7"
10"
15"
5"
4"
12"
11"
11"
11"
11"
14"
10"
23"
12"
13"
6"
12"
12"
14"
7"
12"
17"
4"
5"
13"
15"
12"
13"
13"
8"
10"
18"
15"
15"
14"
7"
9"
6"
14"
11"
10"
11"
9"
12"
13"
15"
10"
4"
14"
15"
13"
13"
9"
9"
19"
7"
15"
7"
12"
16"
14"
15"
6"
15"
15"
11"
15"
8"
12"
6"
15"
18"
10"
7"
11"
10"
9"
14"
12"
13"
10"
7"
10"
15"
13"
12"
15"
10"
12"
5"
15"
18"
12"
11"
13"
10"
15"
12"
12"
16"
7"
12"
4"
4"
11"
17"
6"
8"
4"
5"
6"
5"
6"
6"
11"
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O1933
O1935
O1934
O190T
O1929
O1908
O1936
O19CE
O19CD
O1932
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A
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A
D
C
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15"
15"
12"
12"
12"
12"
12"
12"
12"
12"
15"
15"
15"
9"
11"
11"
10"
11"
10"
11"
11"
7"
10"
11"
10"
4"
4"
3"
EXIST. OBSTACLE
COURSE STRUCTURE
EXIST. OBSTACLE COURSE STRUCTURE
EXIST. MWD
MEMORIAL
EXIST. LIFT STATION
EXIST. ELECTRIC OUTLET
EXIST. STORAGE CONTAINER
EXIST. AWNING
EXIST. UTILITY COVEREXIST. UTILITY COVER
S
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EXIST. STORAGE SHED
EXIST. GRAVEL
EXIST. GRAVEL
LOADING DOCK
EDGE OF PAVEMENT
RETAINING WALL
ELEV: 295.45
E
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S t o r y n l a b
288.6'
288.1'
276.7'
273.4'
264.2'
263.7'
263.5'
263.3'
267.5'
276.5'
278.6'
+283.5'
281.9'
287.9'
290.7'
290.1'
295.3'
295.9' +
289.5'
278.3'
283.6'
283.9'
270.5'
270.1'
267.7'
266.9'
266.8'
266.4'
265.4'
257.4'
257.6'
262.3'
262.9'
267.3'
267.9'
269.7'
270.3'
265.9'
266.6'
261.2'
261.6'
261.6'
260'
265'
268.1'
267.4'
267.9'
267.3'
251.8'
251.6'
'2
'2
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DEMOLITION IN THESE
AREAS BY OTHERS -
NOT IN CONTRACT
X
X
X
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X X
SURVEY KEY NOTES:
58" DOMED COVER
OBSTACLE STRUCTURE
6" CONC PIT WALL
ABOVE GROUND POOL
POOL PUMP
ELEC OUTLET
CAMERA POLE
GENERATOR
GROUNDING HH
6" CPP INV=272.12'
6" CPP INV=273.64'
HAND HOLE
12" RCP TO FES - INV=282.25'
TRANSFORMER PAD
8" TIMBER LANDSCAPE
FFE=288.15'
AC UNIT
1 STORY BLOCK BUILDING
10" BLOCK WALL
GATE
11.5'X0.7' BLOCK WALL
10.2'X0.6' CONC WALL
POINT ON LINE
TELEPHONE MANHOLE
WOOD RETAINING WALL
KENNEL
48" CHAIN LINK FENCE
78" CHAIN LINK 6-BW & RAZOR
96" CHAIN LINK FENCE
90" CHAIN LINK FENCE
GRAVEL
ASPHALT
TEMP CONC BARRIER
CALL BOX CAMERA
CALL BOX
84" CHAIN LINK 6-BW & RAZOR
RIPRAP
36" RCP TUNNEL38
T
E
E
E
E
W
E
E
CO
CO
CO
AC
E
E
W
O1933
O1935
O1934
O190T
O1929
O1908
O1936
O19CE
O19CD
O1938
O1946
O1915
O1921
O190N
O1909B
O1909A
O1932
O1945
G
R
A
V
A
D
G
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A
V
A
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G
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A
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C
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GATE 14
G
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A
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CONCRETE
PAVEMENT
EXISTING GRAVEL
PARKING AREA
G
R
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A
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GRAVEL ROAD
G
R
A
V
A
D
EXISTING GRAVEL
PARKING AREA
PALLET
BUILDING
S
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P
A3/CD101
C2/CD110
12/16/2020 x
1"=40'
DISTURBED AREA = 6.50 ACRES
KEY MAP:
A N
S I
D
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
D
E C
E M
B E
R
F O
A
G G
N
O R
R
O L
I N
A
S O
F
M
I L
I T
A R
Y
W
O R
K I N
G
D
C
I L
I T
Y
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
W P
M R
W H
N D
D E
P
T I O
N
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
L I N
G T
E
W I L M
I N
G T
O N
N
O R
R
O L I N
A
CG101
O V
E R
A L
L
G
R A
D I N
G
A
O
S I O
N
A
D I M
E N
T
C
O N
T R
A
N
D
S
A L T
S M
A N
M
M
I L E
Y
M
B
A R
T O
N
D
S
A L T
S M
A N
C G
D
G N
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO COORDINATE FENCE PENETRATION AND INSTALLATION OF
PERMANENT FENCE AND TEMPORARY FENCE WITH SOTF PRIOR TO ANY
CONSTRUCTION ACTIVITIES.
2. COMMENCE CLEARING AND GRUBBING AS REQUIRED FOR INSTALLATION OF
SEDIMENT CONTROLS.
3. INSTALL PERIMETER CONTROLS AND FINISH CLEARING AND GRUBBING.
4. COMMENCE SITE WORK, DEMOLITION AND CONSTRUCTION. ALL EXCAVATION FROM
UTILITY TRENCHING SHOULD BE PLACED ON THE HIGH SIDE OF THE TRENCH. SEE
KEYNOTE 24 FOR DEMOLITION AND INSTALLATION OF TELECOMMUNICATIONS
INFRASTRUCTURE. COORDINATE WATER AND SEWER INSTALLATION WITH ASUS.
5. COMMENCE FINAL SITE STABILIZATION. PRIOR TO CONSTRUCTION OF ANY
STORMWATER MANAGEMENT FACILITY, ALL AREAS DRAINING TO THE FACILITY MUST
BE STABILIZED WITH FINAL PAVING OR PERMANENT VEGETATION AND INFILTRATION
TRENCH SHALL BE CLEANED OUT AFTER CONSTRUCTION AND CONVERTED TO ITS
APPROVED DESIGN STATE.
KEY NOTES :
1. CONTRACTOR MAY INSTALL CRASH RATED SECURITY GATE AT ANY TIME AFTER STEP
ONE IN THE CONSTRUCTION SEQUENCE. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING GATE IN EXCELLENT WORKING CONDITION, PER MANUFACTURER'S
SPECIFICATIONS, FOR THE DURATION OF CONSTRUCTION AND MUST RECEIVE
APPROVAL OF COR PRIOR TO INSTALLATION. CONTRACTOR SHALL INSTALL A
TEMPORARY FENCE, GATE, AND MAINTAIN INTRUSION DETECTION SYSTEM (IDS) FOR
ACCESS TO THE SITE DURING CONSTRUCTION AND DURING INSTALLATION OF THE
GATE. THE TEMPORARY GATE SHALL BE LOCKED AND OPENED BY SOTF AT THE
BEGINNING AND END OF EACH WORK DAY. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING THE TEMPORARY GATE IN GOOD CONDITION.
2. ADD 8' TEMPORARY CONSTRUCTION FENCE.
3. TEMPORARY SEDIMENT FENCE, TYP. SEE SHEET C-501, DETAIL A1.
4. SKIMMER SEDIMENT BASIN. SEE SHEET C-505, DETAILS A2, A7 AND C8.
5. SEDIMENT FENCE OUTLET, TYP. SEE SHEET C-501, DETAIL A7.
6. PROJECT LIMITS OF DISTURBANCE, TYP.
7. SANITARY SEWER FORCE MAIN, BY ASUS.
8. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT. SEE SHEET C-501, DETAIL E7.
9. MULCH PATH SECTION, SEE SHEET C-510, DETAIL D5.
10. TIMBER STEPS, SEE SHEET C-513, DETAIL A3.
11. SLOPE PROTECTION MATTING MATERIAL, TYPICAL ON ALL SLOPES 3:1 AND GREATER. SEE
SHEET C-507, DETAIL D6.
12. TREE PROTECTION FENCING. SEE SHEET C-501, DETAIL A4.
13. CONCRETE WASHOUT AREA. SEE SHEET C-507, DETAIL D1.
14. INLET PROTECTION, TYPICAL. SEE SHEET C-504, DETAIL D1.
15. CONCRETE DROP INLET. SEE SHEET C-504, DETAIL C5.
16. RIP RAP, SEE SHEET C-503, DETAIL D4.
17. FLARED END SECTION. SEE SHEET C-504, DETAIL A1 AND SHEET C-509, DETAIL D1.
18. RIP-RAP OUTLET PROTECTION. SEE SHEET C-503, DETAIL A8.
19. J-HOOK, SEE SHEET C-512, DETAIL A1.
20. ENLARGED GRADING PLAN, SEE A3/CG401.
21. CURB INLET, SEE SHEET C-512, DETAIL C4.
22. DROP INLET - VALLEY GUTTER, SEE SHEET C-511, DETAIL B1.
23. BAFFLE, TYPICAL, SEE SHEET C-505, DETAIL C8.
24. INSTALL NEW TELECOMMUNICATIONS INFRASTRUCTURE PRIOR TO DEMOLITION AND/OR
ABANDONMENT OF EXISTING. EXISTING LINES SHALL REMAIN ACTIVE UNTIL NEW LINES
ARE READY FOR SWITCHOVER, SEE TELECOMMUNICATIONS DRAWINGS. BACKFILL PER
SPECIFICATIONS AND ENSURE COMPACTED SUBGRADE TO A MINIMUM 95% MODIFIED
PROCTOR MAXIMUM DRY DENSITY.
25. TELECOMMUNICATION HANDHOLE, SEE TELECOMMUNICATION DRAWINGS.
26. TELECOMMUNICATION LINE SHALL BE INSTALLED USING HORIZONTAL DIRECTIONAL
DRILLING, SEE TELECOMMUNICATION DRAWINGS.
27. SKIMMER DETAIL, SEE SHEET C-505, DETAIL A7 & A2.
OVERALL GRADING AND EROSION AND SEDIMENT CONTROL PLAN
SCALE: 1"=40'
A3
MATCHLINE SEE B1/CG102
R
E V
I S
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N D
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W
14"
15"
5"
11"
4"
6"
5"
11"
21"
19"
16"
11"
9"
5"
14"
16"
5"
15"
14"
13"
12"
12"
20"
14"
12"
13"
12"
15"
14"
4"
4"
15"
16"
12"
12"
13"
12"
19"
16"
8"
16"
14"
4"
5"
12"
10"
6"
10"
10"
4"
4"
12"
11"
14"
13"
6"
14"
10"
4"
4"
12"
4"
16"
17"
16"
8"
10"
11"
12"
18"
4"
4"
8"
17"
16"
5"
10"
8"
9"
16"
9"
5"
4"
8"
15"
12"
16"
14"
12"
4"
4"
4"
4"
14"
10"
9"
7"
12"
16"
10"
9"
13"
4"
4"
11"
17"
6"
8"
4"
5"
6"
5"
6"
6"
E
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E G
I S
E G
I S
E G
I S
E G
I S
E G
I S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E G
I S
E G
I S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I S
S
G
I S
S
G
I S
S
G
I S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I S
W
G
I S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
E
G
I S
E
G
I S
E
G
I S
E
G
I S
E
G
I S
E
G
I S
E
G
I S
E
G
I S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
C
G
I
S
C
G
I
S
C
G
I
S
C
G
I
S
C u x
C u x
C
G
I
S
C
G
I
S
C
G
I
S
C
G
I
S
C u x
C u x
C u x
C u x
C u x
C u x
C u x
C u x
C
O1933
O190T
O1929
O1908
O1936
O19CE
O19CD
O1932
G
R
A
V
A
D
G
R
A
V
A
D
G
R
A
V
A
D
G
R
A
V
A
D
CONCRETE
PAVEMENT
EXISTING GRAVEL
PARKING AREA
G
R
A
V
A
D
EXISTING GRAVEL
PARKING AREA
PALLET
BUILDING
S
C
G
I
S
C
G
I
S
C
G
I
S
C
G
I
S
C
G
I
S
C
G
I
S
C
G
I
S
288.6'
288.1'
276.7'
273.4'
264.2'
263.7'
263.5'
263.3'
267.5'
276.5'
278.6'
+283.5'
281.9'
287.9'
290.7'
290.1'
295.3'
295.9' +
289.5'
278.3'
283.6'
283.9'
270.5'
270.1'
267.7'
266.9'
266.8'
266.4'
265.4'
257.4'
257.6'
262.3'
262.9'
267.3'
267.9'
269.7'
270.3'
265.9'
266.6'
261.2'
261.6'
261.6'
260'
265'
268.1'
267.4'
267.9'
267.3'
251.8'
251.6'
251.9'
'2
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
X
X
X
X
X
X
S
F
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
PROPOSED
BUILDING
FFE = 275.0'
± 16,700 SF
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
W
W
S
D
S
D
S
D
G
D
D
C
B
G
G
G
G
G
G
C
B
C
B
S
D
S
D
D
S
D
' 2
260'
260.5
260.5
260.5
259.16
T
P
F
T
P
F
T
P
F
T
P
F
T
P
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
H
W
W
W
S
D
S
D
C
B
S
D
S
D
S
D
CO
CO
CO
CO
CO
CO
S
D
S
F
S
F
G
G
G
G
G
C
B
T
P
F
T
P
F
C
O
M
M
C
O
M
M
C
O
M
M
S
S
D
CO
CO
CO
CO
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
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
CO
CO
CO
CO
S
A
N
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
S
F
S
F
S
F
S
F
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
G
G
C
O
M
M
C
O
M
M
S
F
S
F
S
F
S
F
E
E
E
E
E
E
E
E
E
E
CO
CO
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
T
P
F
T
P
F
S
F
S
F
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
S
F
S
F
W
260'
273'
A0
A1
B0
A2
A3
A4
C0
C1
C2
T
E
E
E
E
W
E
E
AC
E
E
W
O1933
O190T
O1929
O1908
O1936
O19CE
O19CD
O1938
O1946
O1915
O1921
O190N
O1909B
O1909A
O1932
O1945
C3/CG110
A3/CG101
B1/CG102
C4/CG102
W
W
W
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
W
260'
273'
A0
A1
B0
A2
A3
A4
C0
C1
C2
KEY MAP:
A N
S I
D
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
D
E C
E M
B E
R
F O
A
G G
N
O R
R
O L
I N
A
S O
F
M
I L
I T
A R
Y
W
O R
K I N
G
D
C
I L
I T
Y
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
W P
M R
W H
N D
D E
P
T I O
N
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
L I N
G T
E
W I L M
I N
G T
O N
N
O R
R
O L I N
A
CG401
E N
L A
R G
A
D I N
G
A
O
A
A
N
D
S
A L T
S M
A N
M
M
I L E
Y
M
B
A R
T O
N
D
S
A L T
S M
A N
C G
D
G N
SITE NOTES:
1. SOD SLOPES LESS THAN 3:1.
2. ON SLOPES GREATER THAN 3:1, USE
ROLLED EROSION CONTROL PRODUCT
(RECP).
3. SEE SCHEDULE D6 ON SHEET C-509
FOR STORM DRAINAGE STRUCTURE
SCHEDULE.
4. CONTRACTOR IS TO GRADUALLY
TRANSITION THE VALLEY GUTTER
FROM VALLEY GUTTER - BEGIN TO
VALLEY GUTTER - END. CONTRACTOR
IS TO ENSURE CATCH BASIN - VALLEY
GUTTER IS INCORPORATED.
5. TOP OF WALL (TOW) REFERS TO TOP
OF CONCRETE. BOTTOM OF WALL
(BOW) REFERS TO FINISHED GRADE ON
LOW SIDE OF WALL.
ENLARGED GRADING AND STORM DRAIN PLAN
SCALE: 1"=20'
A3
020' 20' 60'
1"=20'
KEY NOTES :
1. STORMWATER MANAGEMENT INFILTRATION
TRENCH. SEE SHEET C-504, DETAIL C8.
2. PROJECT LIMITS OF DISTURBANCE, TYP.
3. TRENCH FOR STORM DRAIN PIPE, TYPICAL.
SEE SHEET C-504, DETAIL A6.
4. GRASS SWALE. SEE SHEET C-503, DETAIL A2.
5. STORM DRAIN MANHOLE. SEE SHEET C-509,
DETAIL A3.
6. VALLEY GUTTER, SEE SHEET C-510, DETAIL
C1. SEE NOTE 4.
7. PLACE NCDOT CLASS A RIP RAP ON
GEOTEXTILE AT LOCATION SHOWN TO 6
INCH DEPTH. EXTEND TO CONCRETE
VALLEY GUTTER.
8. RIP RAP OVERFLOW, SEE SHEET C-503,
DETAIL D4.
9. VALLEY GUTTER, SEE SHEET C-510, DETAIL
C3. SEE NOTE 4.
10. GRADED PAD AREA FOR LIFT STATION BY
ASUS. ASUS WILL INSTALL LIFT STATION AND
FINALIZE GRADING.
11. PROVIDE SUMP PER STORM DRAIN
STRUCTURE SCHEDULE ON C-509.
STORM DRAIN
STRUCTURE LEGEND:
STORM DRAIN STRUCTURE ID,
REFER TO SCHEDULE D6/C-509.
A0
R
E V
I S
E
N D
M E
D
276.7'
273.4'
264.2'
263.7'
263.5'
263.3'
267.5'
290.7'
290.1'
278.3'
283.6'
270.5'
270.1'
267.7'
266.9'
266.8'
266.4'
265.4'
267.9'
267.3'
251.8'
251.6'
251.9'
E
E
E
E
E
E
E
E
E
E
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
G
I S
W G
I S
W G
I S
W G
I S
W
G
I S
W
G
I S
W
G
I S
W
G
I S
W
G
I S
W G
I S
W G
I S
W G
I S
W G
I S
W G
I S
W
G
I S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
E
G
I
S
G R
A V
E L
R
O A
D
G
R
A
V
E
L
R
O
A
D
PROPOSED
BUILDING
FFE = 275.00'
± 16,700 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
S
D
S
D
S
D
S D
S D
S D
S D
S
D
D
D
C B
X
C B
C B
S
D
S
D
S
D
S
D
S
D
S
D
D
S D
S D
280'
285'
273'
274'
259.5
259.5
259.5
X
T
P
F
T
P
F
T
P
F
T
P
F
T
P
F
T
P
F
T P
F
T
P
F
W
W
W
272'
S
D
S
D
SD
SD
SD
259.5
C B
SD
SD
SD
SD
SD
SD
SD
C
O
C
O
C
O
C
O
C
O
C
O
S D
S D
S D
258.16
C B
T
P
F
SD SD SD
C
O
C
O
C
O
C
O
C
O
C
O
C
O
C
O
L O
D
L O
D
L O
D
LOD
L O
D
L
O
D
L O
D
LOD
LOD
LOD
LOD
L O
D
L O
D
L O
D
L
O
D
L
O
D
X
X X
X
C
O
C
O
T P
F
T P
F
TP
F
T P
F
L
O
D
L O
D
L O
D
LO
D
LO
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
LO
D
LO
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D L
O D
L O
D
L O
D
LOD
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L
O
D
L
O
D
LOD
LOD
L O
D
L O
D L O
D
L
O
D
L O
D
W
280'
285'
273'
274'
274'
272'
275.0
274.5
275.0
275.0
274.27
274.90
274.90
274.61
269.15
267.81
266.94
274.63
271.0
272.5
270.95
274.63
269.50
271.50
272.27
270.59
2:1
274.25
274.63
274.27
274.27
274.61
275.0
274.5
275.0
274.66
274.90
274.90
274.90
274.90
274.90
272.66
272.0
272.13
272.00
3:1
3:1
3:1
274.25
274.5
274.35
274.25
274.25
TOW: 275.23
BOW: 273.00
TOW: 274.50
BOW: 272.00
TOW: 269.00
BOW: 268.50
TOW: 282.00
BOW: 281.90
T
O
B
O
274.27
274.66
274.38
274.38
266.92
265.19
267.80
271.50
268.82
275.0
265.78
265.19
268.39
268.78
265.59
265.59
269.43
274.9
274.9
274.88
2.0%
2.7%
4.16%
2.8%
274.9
274.9
2.6%
274.65
274.9
274.75
274.70
5.0%
8.3%
T
O
B
O
TOW: 273.50
BOW: 272.90
274.0 273.25
B0
A3
A4
C0
24" RCP
P
A0
A1
A2
R
C P
P
P
P
C2
C1
15" HDPE
H
D P
E
S
L O
15" R
CP
6" DIP, 4.35% SLOPE
35'-6"
274.5
272.50
273.70
INV. =
271.50
INV. =
271.50
INV. =
271.50
INV. =
271.50
INV. =
271.50
INV. =
271.50
INV. =
272.35
TOP OF SIDEWALK: 274.88
BOTTOM OF SIDEWALK: 273.2
TOP OF CONCRETE: 274.12
BOTTOM OF CONCRETE: 273.0
INV. = 271.50
8.0%
5% SIDEWALK
CROSS SLOPE
INV. = 271.50
INV. = 271.50
46'-8"
43'-9"
34'
T
AC
O1933
O190T
O1929
O1908
O1936
O19CE
O19CD
O1938
O1946
O1915
O1921
O190N
O1909B
O1909A
O1932
O1945
A3/CG401
W
W
W
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
W
267'
.5
.0
.0
.2
.6
.1
.8
.9
.6
.0
.9
.6
.5
.2
.5
.2
.6
.2
.2
.6
.0
.5
.0
.6
.1
:1
:1
.2
T
O
W
.2
B
O
W
.0
T
O
W
.5
B
O
W
.0
T
O
W
.0
B
O
W
.5
T
O
W
.0
B
O
W
.9
TO
W
: 2
80.8
BO
W
: 2
72.5
.2
.3
.3
.9
.1
.8
.8
.0
.7
.1
.3
.7
.5
.5
.9
.9
.9
.9
.6
.6
.7
.7
T
O
W
: 2
80.8
B
O
W
: 2
74.4
T
O
W
.5
B
O
W
.9
.0
.2
B
A
A
C
R
C
P
" R
C
P
A
A
A
P
R
C
P
" R
C
P
P
C
C
P
E
P
O
P
O
P
E
IN
V
.5
IN
V
.5
IN
V
.5
IN
V
.5
I
N
.5
I
N
.5
IN
V
.3
T
O
P
O
F
S
ID
E
W
A
L
K
.8
B
O
T
T
O
M
O
F
S
ID
E
W
A
L
K
.2
T
O
P
O
F
C
O
N
C
R
E
T
E
.1
B
O
T
T
O
M
O
F
C
O
N
C
R
E
T
E
.0
IN
V
.5
% 5
S
ID
E
W
A
L
K
C
R
O
S
S
S
L
O
P
E
IN
V
.5
IN
V
.5
1"=40'
A N
S I
D
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
D
E C
E M
B E
R
F O
A
G G
N
O R
R
O L
I N
A
S O
F
M
I L
I T
A R
Y
W
O R
K I N
G
D
C
I L
I T
Y
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
W P
M R
W H
N D
D E
P
T I O
N
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
L I N
G T
E
W I L M
I N
G T
O N
N
O R
R
O L I N
A
CS101
O V
E R
A L
L
S
I T
E
P
L A
N
D
S
A L T
S M
A N
M
M
I L E
Y
M
B
A R
T O
N
D
S
A L T
S M
A N
C S
D
G N
SITE NOTES:
1. EXPANSION JOINTS SHALL BE USED BETWEEN BUILDING SLAB, CONCRETE
SIDEWALKS, AND ALL ABUTTING RIGID SURFACES.
2. UNLESS OTHERWISE SHOWN, DIMENSIONS ARE MEASURED TO FACE OF
BUILDING, FACE OF WALL, EDGE OF CONCRETE, OR FACE OF CURB.
3. BASE BID = SEE KEY NOTE 2 FOR ASPHALT, ACCESS ROAD AND DRIVEWAY.
PARKING LOT WILL BE GRAVEL.
4. BID OPTION #4 & #3 = ASPHALT PAVEMENT PARKING LOT, OUTDOOR
KENNELS, SEE CS402 FOR CLARIFICATION AND LOCATIONS.
5. REFER TO CS401 FOR ALL OTHER RADII.
6. REFER TO SEDIMENT AND EROSION PLANS FOR VEGETATIVE FINISHES.
7. CONTRACTOR SHALL USE CAD FILE PROVIDED BY GOVERNMENT FOR
CONSTRUCTION STAKING TO ENSURE CORRECT COORDINATES.
KEY MAP:
KEY NOTES :
1. K12/M50 BARRIER. SEE SHEET C-508, DETAIL A4.
2. FULL DEPTH HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET C-502, DETAIL
C8.
3. BASE BID - GRAVEL PAVEMENT AREA. SEE SHEET C-502, DETAIL A1.
4. PERMANENT BOLLARD, TYP. SEE SHEET C-502, DETAIL C3.
5. CONCRETE DUMPSTER PAD/ENCLOSURE. SEE SHEET C-506, DETAIL E7, A7
AND D9.
6. CONCRETE RETAINING WALL. SEE SHEET C-507, DETAIL A7.
7. CURB AND GUTTER. SEE SHEET C-502, DETAIL A7.
8. EXTERIOR STAIR. SEE ARCHITECTURAL PLANS.
9. CHAIN LINK FENCE. SEE SHEET 506, DETAIL A2.
10.CONCRETE SIDEWALK, TYP. SEE SHEET C-502, DETAIL C1.
11.CONCRETE PAVEMENT DETAIL. SEE SHEET C-502, DETAIL F4.
12.RIBBON CURB, SEE SHEET C-511 DETAIL A1.
13.WHEEL STOP, TYPICAL. SEE SHEET C-507, DETAIL A1.
14.MULCH PATH, SEE SHEET C-510, DETAIL D5.
15.TIMBER STEPS, SEE SHEET C-513, DETAIL A3.
16.GENERATOR PAD. SEE ELECTRICAL PLANS.
17.HVAC CHILLER PADS. SEE MECHANICAL PLANS.
18.24' DOUBLE SWING SECURITY GATE. SEE SHEET C-506, DETAIL D2.
19.ENLARGED SITE PLAN, SEE A3/CS401.
20.LIMITS OF DISTURBANCE, TYPICAL.
21.BID OPTION #6, FULL DEPTH HEAVY DUTY ASPHALT PAVEMENT IN LIEU OF
GRAVEL PAVEMENT, SEE SHEET C-502, DETAIL C8.
22.TIMBER BOARDWALK, SEE SHEET C-514, DETAIL A1.
23.BASE BID - EXISTING GRAVEL TO REMAIN. BID OPTION #6 FULL DEPTH
HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET C-502, DETAIL C8.
24.DIMENSIONS ARE ALONG THE CENTERLINE OF THE ROAD ARE
APPROXIMATE. MATCH EXISTING ROAD GEOMETRY AND PAVE TO LIMITS
SHOWN PER BID OPTION #6.
25.CONCRETE GUTTER, SEE CG101.
26.STRIPE SHALL BE 9 FEET PERPENDICULAR FROM FACE OF GUTTER.
OVERALL SITE PLAN
SCALE: 1"=40'
A3
R
E V
I S
E
N D
M E
D
T
AC
14"
15"
5"
11"
4"
6"
5"
11"
21"
19"
16"
11"
9"
5"
14"
16"
5"
15"
14"
13"
12"
12"
20"
14"
12"
13"
12"
15"
14"
4"
4"
15"
16"
12"
12"
13"
12"
19"
16"
8"
16"
14"
4"
5"
12"
10"
6"
10"
10"
4"
4"
12"
11"
14"
13"
6"
14"
10"
4"
4"
12"
4"
16"
17"
16"
8"
10"
11"
12"
18"
4"
4"
8"
17"
16"
5"
10"
8"
9"
16"
9"
5"
4"
8"
15"
12"
16"
14"
12"
4"
4"
4"
4"
14"
10"
9"
7"
12"
16"
10"
9"
13"
4"
4"
11"
17"
6"
8"
4"
5"
6"
5"
6"
6"
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I S
S
G
I S
S
G
I S
S
G
I S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
S
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
W
G
I
S
C u x
C u x
C u x
C u x
C u x
C u x
C u x
C u x
C u x
C u x
O1933
O190T
O1929
O1908
O1936
O19CE
O19CD
O1932
G
R
A
V
A
D
G
R
A
V
A
D
G
R
A
V
A
D
G
R
A
V
A
D
CONCRETE
PAVEMENT
EXISTING GRAVEL
PARKING AREA
G
R
A
V
A
D
EXISTING GRAVEL
PARKING AREA
PALLET
BUILDING
X
X
X
X
X
X
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
PROPOSED
BUILDING
FFE = 275.0'
± 16,700 SF
R
R
60°
60°
R
R
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
X
X
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
LEAVE MINIMUM GAP BETWEEN SECURE
PERIMETER FENCE AND NEW CHAIN LINK AS
REQUIRED TO INSTALL POST FOOTER. AT THE
DISCRETION OF THE COR AND SOTF, SECURELY
FASTEN FABRIC TO POST AND PERIMETER FENCE
AND CLOSE GAP.
R
R
R
R
R
T
E
E
E
E
W
E
E
AC
E
E
O1933
O190T
O1929
O1908
O1936
O19CE
O19CD
O1938
O1946
O1915
O1921
O190N
O1909B
O1909A
O1932
O1945
A3/CS101
W
W
W
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
W
R
R
R
R
R
SHEET NOTE:
1. REFER TO SHEET CS101 FOR SITE NOTES.
A N
S I
D
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
D
E C
E M
B E
R
F O
A
G G
N
O R
R
O L
I N
A
S O
F
M
I L
I T
A R
Y
W
O R
K I N
G
D
C
I L
I T
Y
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
W P
M R
W H
N D
D E
P
T I O
N
J O
N E
S
F
R A
N K
L
S
U I T
E
R A
L E
I G
H
N
C
F
A X
L I C
E N
READY TO ADVERTISE
FOR OFFICIAL USE ONLY
FOR OFFICIAL USE ONLY
W I L M
I N
G T
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
L I N
G T
E
W I L M
I N
G T
O N
N
O R
R
O L I N
A
CS110
S I T
E
P
L A
N
W
E S
T
G
A T
E
D
S
A L T
S M
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020' 20' 60'
1"=20'
KEY MAP:
KEY NOTES :
1. LIMITS OF DISTURBANCE.
2. STAGING/STOCKPILE…
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