SW6110105_Site Plans_20110307

I
2 1 3
4 I 5
,.
C
C
B
CAPE FEAR RIVER BASIN
w
U M W
W-z
W
a
IA�0:
aV)D
000
« 'A «
ao-
0
z
O
m 1
� '
¢Of I
NORTHERN TRAINING AREA m ;
AND THE OVERHILLS AREA. ;
of
L� I
3 ;
Z I
OLD FORT BRAGG BOUNDARY
PROJECT SITE , CYPRESS CREEK — LITTLE RIVER — CAPE FEAR RIVER
LEGEND:
LAND CLEARING
LCID
& INERT DEBRIS
MAJOR ROADS
STREETS
RAILROADS
H+F H+I-F
----------
INSTALLATION BOUNDARIES
95
INTERSTATE ROUTE
101
U. S. ROUTE
87
STATE ROUTE
LAKES
• • • • •
HAUL ROUTE
SAT /SUN /HOLIDAYS 0900-1700
FORT BRAGG CANTONMENT
1" = 2500'
2500 0 2500 5000
GRAPHIC SCALE 1'' = 2500'
POST ACCESS CONTROL POINT (ACP) PLAN
ACP NUMBERS 1, 5, 8, 4, 13, 11 OPERATES 24HRS/ 7 DAYS A WEEK= ALL PROCESSING
ACP NUMBERS 3, 9, 10 OPERATES 24HRS/ 7 DAYS A WEEK= DECALS ONLY
ACP NUMBERS 6, 2, 7, 8A, 12 OPERATES 16HRS/ 5 DAYS A WEEK= DECALS ONLY
TRUCK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK= TRUCK INSPECTION PLAZA
0­4 = ROAD CLOSED WITH GATES OR BARRIERS
ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE A
DECAL, HAVE A TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS COMMERCIAL
OR PRIVAYELY OWNED VEHICLES REQUIRE REGISTRATION. VEHICLE REGISTRATION IS
ACCOMPLISHED BY VISITING THE VEHICLES REGISTRATION CENTER ON RANDOLPH STREET,
PHONE [phone], COMPLETING REQUIRED PAPERWORK, PRESENTING REQUIRED
DOCUMENTATION, AND RECEIVING OR UPDATING A DECAL SET OR TEMPORARY PASS.
THE INDIVIDUAL APPLYING FOR THE DECAL OR PASS MUST PERSONALLY VISIT A
VEHICLE REGISTRATION CENTER.
{{ t{t�o a y
OUJ-8N3a
LANDFILL DISPOSAL REQUIREMENTS
1. THE LAND CLEARING AND INERT DEBRIS (LCID) LANDFILL IS PERMITTED
FOR DISPOSAL OF YARD WASTE (PINE NEEDLES, LIMBS, TREES, UNTREATED
WOOD, UNPAINTED WOOD), INERT DEBRIS (BRICK, CONCRETE, RUBBLE, GLASS,
CONCERTINA WIRE), AND UNCONTAMINATED SOIL.
2. THE DEMOLITION LANDFILL IS PERMITTED FOR DISPOSAL OF CONSTRUCTION
AND RENOVATION DEBRIS: BUILDINGS, ASPHALT, PAINTED AND TREATED WOOD,
INCIDENTAL SCRAP METALS, SHINGLES, AND DEBRIS INCIDENTAL TO
CONSTRUCTION SUCH AS CEMENT OR JOINT COMPOUND BAGS, PLASTIC PAILS
OR METAL CANS OR DRUMS, INSULATION, AND WALLBOARD.
3.WHITE GOODS (APPLIANCES), TIRES, ALUMINUM CANS, AND MUNICIPAL SOLID
WASTE (SUCH AS PAPER, PLASTIC, CARDBOARD, OR HOUSEHOLD GARBAGE)
MUST BE DISPOSED OF AT THE TRANSFER STATION.
4.SPECIAL ARRANGEMENTS MUST BE MADE WITH THE ENVIRONMENTAL BRANCH
OF THE PWBC ENVIRONMNTAL & NATURAL RESOURCES DIVISION;
BUILDING 3-1933, BUTNER ROAD; [phone]/3341 TO DISPOSE OF LIQUIDS,
HAZARDOUS WASTE AND TIRES.
5. DISPOSAL OF ASBESTOS. NON -FRIABLE ASBESTOS CAN BE DISPOSED OF
IN THE DEMOLITION LANDFILL. FRIABLE ASBESTOS MUST BE DOUBLE BAGGED
AND DISPOSED OF IN THE SECTION OF THE DEMOLITION LANDFILL DESIGNATED
FOR THAT PURPOSE.
6. MUNICIPAL SOLID WASTE (MSW) SHALL BE DISPOSED OF IN THE CONTRACTORS
DUMPSTERS DESIGNATED FOR MSW OR AT THE FORT BRAGG TRANSFER
STATION. OPERATING HOURS FOR THE TRANSFER STATION ARE 7:30 AM
TO 3:00 PM. MSW SHALL BE DEFINED AS ANY WASTES OTHER THAN THOSE
DESCRIBED ABOVE, TO INCLUDE GARBAGE, VEGETABLE WASTE AND CONTAINERS
THEREOF RESULTING FROM THE HANDLING, PREPARATION, COOKING AND
CONSUMPTION OF FOODS, AND EXCESS QUANTITIES OF PAPER, PLASTIC, AND
CARDBOARD (CONSTRUCTION PACKING MATERIAL IS ACCEPTABLE).
RALIEGH
2
0
64
WILSON
ASHEBORO
1
7
2
0 40 95
SANFORD
ITHFIELD
17
2
GOLDSBORO
BISCOE
1
D
7
FORT BRAGG
30
o MT.
OLIVE
42
40
F YETTE11LLE
N
1 15
74
0
CLINTO
ROCK AM
0
1 LAI,RINBUR
95
�\
6 0
74
WALLACE
\
15 \\
o
LUMBERTON
ELIZABETHTOWN
0
\
4-
2
cop
7
95
�9\
DARLINGT
\ \
76
4
HITE,IILE
76
\ 0 WILMINCTON
\
2 VICINITY MAP
.008J N.T.S.
US ARMY CORPS
OF ENGINEERS
SAVANNAH
am
F-
0
0
N
w
N
Q
Z
0
a
U
U
w
w
w
w
0
z
w
w
a
O
LL
0
w
U)
w
0
m
0
0
0
Z
o
o
w
0
Z
o
U 0
Qp
7
Q
~
K
U
OJ
d
LLl
U
O
W
¢a
¢
O
Q
Q
m Q
w
m
U
N
Y
U
0
O
}
w
m
a
o
w cn
w
o
w
zz
m 3
U Y
Z O
2
Z
N
w
m
LL
0 L
U)
N
Q
U
IL U
z
a�
z F-
z
LU
U
z
zz0
(D
LL Q
E
w
O z
U) z
m
0-
Ix >
Q
O
V¢
W
U
vi
z
zCf)
0
0
�:Of
Q
U
Q
h
z
O
0)�
�
z
U
w
¢
O
om
w
O
of
cn
O
LL
PLATE
REFERENCE
NUMBER
G-008
SHEET 003
FOR OFFICIAL USE ONLY
SSOGNSPECSS
SSSYSTIMESS
SSUSERNAMEff

1 1 2
3
Ell
5
Y
Lal
C
F1
M
« M
U W
w-
Z N W
O in
000
0 0444
/
/
/
/
/
\\`
Tq
®2"
CS 103 02;
0
•�::::
a
/
\
\
\
\
\
\
\
\
i
/
/// ` \
FFE: 288.7i \ \
FFE: 304.63' •.�•
�
�\1, (2nd STORY); ,.�
•♦ % `O<�F ♦ �
��AR CEDAR
55 �� •�
®10Q DAR ••
C Rom• (•j�i�
12" ®�s
CEDAR• ED min
' CE
AK
%
J ♦ �
\ \ 24" K
\AK
\ 4,.
\ ` 22" AK
\ \ OAK
\\ ` 2
22 KV
\OAK
IRON
ZSTAKE #111VERTICAL CONTROL CS 104 \\ \ 26
N: 510,764 8252 \ \ OAK AK
E: 1,976,489.6377 \
ELEVATION: 300.05' \ \
\ \8AK 2 K
\
\ `za"
\ SOAK
\
2`.
\ Ali
\ 1
3"ERR\ CHERRY
a�\ Al -.
\
\g\G
OOP ,.; •�, \
ESE ,i• FFE: 288.7s'/
�.•�• FFE: 304,64'40 /
/ ,�• (2nE STORY) / /
/
l
\
CS102 \\
/
/
/ O\v_n
/ '
Yr'
^15"CEDAR
R, -CHERRY
__ \\ ®CHERRY
WERRY
CHEfY�Y\
CHERR***
/ /
CHERRY
bma
floe ic Bab
08J-8N30
SITE LAYOUT PLAN - OVERALL c�--
1"=50'
US ARMY CORPS
OF ENGINEERS
SAVANNAH
a
'm
0
0
N
W
N
Q
r
z
0
a
o:
U
w
Lu
Lu
0_
O
z
0_
W
a
0
LL
0
W
Lu
W
K
J
0
m
0
0
N
0
z
o
w
O
z
00
0
°�°
a�
<
d
ul
H M
N
U
J
z
O
w I
F
o
0
U
z
}
J
m Q
U
m
Z
Y
UU
0
m Ln
co
d
p �
z�
0
>�
ww
L
Q
�a
zm
z
r(twol
w
j
J
0
❑
to
L'_
F
U
U
U
l
I�
W
of
_
z
W
Z
�_
z O
m
LL 2a
Zy
LuO
Z
U Z
F
x
O Q
V`
acl�
U
U
D
J
J
a
Q
0
0
W
1r
>
o<
O
z
a
O
Z
d
a
(D
H
0'
U
:D
a
O
0
m
W
H-
Q
°af
o
w
W
F-
U)
PLATE
REFERENCE
NUMBER
CS101
Y
Y
Y
... . •_'. tu' .. , .r ...,. . .
FOR OFFICIAL USE ONLY
SSDGNSPECSS
SSSYSTIMESS
SSUSERNAMESS
Y

SSSYSTIMEff
SSUSERNAMESS
I

1
2
3
Ell
5
.J
C
9
/
+++++ ++;++4
�• ++ +++++ :+ :+ +++ + A
\ \ \ \ \ : ',••� \ �.• / ++;;; +++++iii + / FFE
• / + ii+i+ iii;+ aria+ + iii
\\ \ \\ : ,•` ,, +++ +rrra i++tt +a a+ ++t (!��
♦ . / +i;ii iiiia ;++; iii ++ V
i ++ ++
rrra iiiia i+i++ +++
+rrra iiiia iii+ii t+ iii
+++ +t+++ iiiia + ++ +++
;+ rrra+ i++++ a+ ;r
++ *+ +aria a+a t+
+i iii ++;;+ rriia +i +t+
♦ — ++ iiiia it+++ ++i++ iii iii
air ;+;i; ;rrra a+ a+t iii T ♦/^
\=�'�•�\\ Waaaa +aaaa+ +++aaia i++a ��•T �♦
iiiia +air+ ;++ + 0
a++++ +++a+ ++ ait 7, C
i++++ ++tt+ + rrra + O �/ C) $�
\ Q +rrra ++ ;;;;+; O p y OG
44
+++ + +ttii++ n
`\ ;+i ;rrra++i iii+04
�, Q
t++ rrra++.+ ++++iii /
SAND CONTAINMENT �� \ + r+rr+++++ ia+++a. + O (q < ��
CURB n / % ��\ \ ++++++i++ .....+iii+++++i �2Ci s� a iii++ + �)
1 \ ttt+t;ii iii+it Q �X Y
++i++tit t
CS103 CS503 \ +++++ ++++++++ ++++ +
++++ +++iiiia aria++ O
HANDICAP
SIGNS
CS103
WHEEL STOP (TYP.) 7
CS103 CS501
T WIDE CONTRASTING
COLOR DETECTABLE
WARNING STRIP PER
ADA
++++++++ rrra.+++ 12" SAND ON /
rrra+++ +++++++++
+ ++++++++ COMPACTED
+.iiiia+
\ \ +++++;++ SUBGRADE
i
15' R.
� l
N�
02"
LEGEND
NEW ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
(JOINTS SHOWN -UNLESS NOTED
OTHERWISE)
NEW CONCRETE WALK C"TI
NEW INTEGRAL CURB
NEW CURB do GUTTER
REINFORCE CONCRETE
PAVEMENT IN IRREGULAR
SLAB
LIMITS OF CONSTRUCTION
NEW SPORTS TURF
NEW 3' WIDE CONTRASTING COLOR
DETECTABLE WARNING STRIP
288 72' PER AMERICANS WITH DISABILITIES
ACT (ADA)
NEW BRICK PAVERS
°t FOR CONCRETE PAVEMENT
JOINTING LAYOUT -SEE CS401
•t
0.
0.
0.
.�
� O
js
CEDAR ., `�-
JqEDAR
i•
12"••
CEDPyw�'•CED
.,10, CE
�00.
g�
PSG
1
+atttat+rta
IDETAIL
REFERENCE
5
CS103 CS501
6 & 7
CS103 CS503 CS103 CS503
NOTES
1 &(2
CS103CS562 CS1031
CS103 CS501 1
CS103 CS501
0ma
tip S 0 8 d V
®8J-8N30
1. DIMENSIONS TO CURBS ARE TO BACK OF CURB.
DIMENSIONS TO BUILDINGS ARE TO OUTSIDE
FACE OF BUILDING WALL.
2. PARKING LOT STRIPING SHALL BE 4" WIDE, WHITE NON -REFLECTIVE
TRAFFIC PAINT, UNLESS SHOWN OTHERWISE.
ZONE STRIPING SHALL BE ® 2' CENTERS AND AT 45' TO LINE OF TRAFFIC.
3. MINIMUM CURB RADIUS SHALL BE 2'.
4. CONTRACTOR SHALL PROVIDE 4—"LOW EMITTING AND FUEL
EFFICIENT VEHICLES ONLY SIGNS IN THE EXISTING PARKING
LOT WEST OF THE NEW GYM ADDITION. VERIFY LOCATION WITH
CONTRACTING OFFICER. 2
CS103 CS501
HANDICAP SYMBOL(4
(TYP.) CS103 CS501
SITE LAYOUT PLAN - GYM
-
1 "=30'
O' 15' 3060' 90'
US ARMY CORPS
OF ENGINEERS
SAVANNAH
a
>
�
m
0
0
N
W
N
Q
N
C,
Z
0
a
U
N
w
0
w
w
0
z
ui
w
w
O
w
0
w
U)
>
w
0
m
m
U)
0
0
0
w
0
w
�
Z
>�o
a
jO
0
a
¢
ow
a
w
00
w
o
0
U—
z
w
ma
UO
U
z
Y
U V)
~
m0
m
a
of
w��
o
w
0a
zm
g
z
E
W
jLu
cl
w
U
cn
W U
�cn
o
m
w
z r
Z
Luz
z
z
zuj
w
c9U-Q
z
wmz
O z
0=
a
W
QOcf,
U
uj
zi
Q
0
0
(0
LL
1
Q
Fn
U
Z
Q
Q
F
J
U)
a
Oo
D
¢(D
O
Ll<
}
a
�
Q
O
m
O
Y
H
U)
O
U)
w
PLATE
REFERENCE
NUMBER
CS103

I- _ _.. .; _. _ _-,_L_ ..._.
1 1 2 1 3
112
5
LEGEND
IDETAIL
REFERENCE
NEW ASPHALT PAVEMENT 0
NEW CONCRETE PAVEMENT
(JOINTS SHOWN -UNLESS NOTED
D OTHERWISE)
NEW CONCRETE WALK
NEW INTEGRAL CURB
NEW CURB & GUTTER
REINFORCE CONCRETE
PAVEMENT IN IRREGULAR
SLAB
LIMITS OF CONSTRUCTION
NEW SPORTS TURF
NEW 3' WIDE CONTRASTING COLOR
DETECTABLE WARNING
STRIP PER ADAAG
NEW STAMPED CONCRETE
(BRICK PATTERN AND COLOR)
C
1.9
©❑
+++++++++++
HORIZONTAL & VERTICAL
IRON STAKE #11
N: 510,764.8252
E: 1,976,489.6377
ELEVATION: 300.05'
NEW TEMPORARY SIDEWALK ALONG EXISTING ROAD FOR
PEDESTRIAN ACCESS THROUGHOUT CONSTRUCTION.
SIDEWALK TO BE CONSTRUCTED ON TOP OF EXISTING
GRADE UNDER EXISTING OAK TREES TO PREVENT DIGGING
AND ROOT DAMAGE WITHIN DRIP LINE OF EXISTING TREES.
LOWER SIDEWALK AT SOUTH END TO MATCH EXISTING
SIDEWALK GRADE.
NOTES:
1. DIMENSIONS TO CURBS ARE TO BACK OF CURB.
DIMENSIONS TO BUILDINGS ARE TO OUTSIDE
FACE OF BUILDING WALL.
0
M
U w j
W z
- a
V)�W
0EnD
000
M M M
HORIZONTAL & VERTICAL CONTROL
IRON STAKE #2
N: 510,530.9910
E: 1, 976, 780, 41 10
ELEVATION: 301.22'
/
/
/
/
/
�.CHERRY
" /
\\\ 10CHERRY
Y \ \ 8"
►, \ \ WERRY
lol
ERRY�
.%
CHERRY,'
/
SITE LAYOUT PLAN - DINING-
1 11=30'
O' 15' 30' 60, 90'
m
110Z 0 0 ddd
08:1-8N3a
C
US ARMY CORPS
OF ENGINEERS
SAVANNAH
F
m
0
0
N
W
N
O
z
0
a
a
U
w
w
cl
w
0
z
Lu
w
0-
Of
O
LL
0
w
U)
w
J
m
0
0
w
w
N
Z
O
O�
¢
0
CD
O
z
Y O
D
K
00
a
u
N
v
J
z
O
w
H V
O
O
U
Z
<
J
m Q
Q
cl
Z
U V
0
r
mo
m
a
o�
z
0
}
o
1
w
Q
�a
Zm
g
z
fl,�)i
W
W
0
O g
U]
LL
F
U
w U
O
W
w Q
z F
z
w
O
z
z
z
LL Q
F
z
z
O z
w
� z
Os
�0a
V6
Q0
U U)
6
D
0
U)
z
_z
0
0
Z
�zof
o
p
U
Z
�
Q
00
a
�
(D
0
Q
a
0
m
Q
0
w
O
F-
LL
U)
PLATE
REFERENCE
NUMBER
CS104
SHEET 021
4
FOR OFFICIAL USE ONLY
SSDGNSPECff
SSSYSTiMESS
SSUSERNAMESS

1
2
3
4
5
ti.
C
L:
I1
EXPANSION JOINT @
WALL ABUTMENT -NO DOWELS
FFE: 288.71'`\
EXPANSION JOINT @ BLDG. •,.•'' \,
& WALL ABUTMENT -NO DOWELS �� ✓'
U`- O \ ••
s \• s
Ae
\
O n �•
F GP5�
\o
\
00
\
FFE: 288.70�>
Ole. \
�\ MATCH EXISTING CONCRETE
\ JOINTING FOR CONCRETE
\ PAVEMENT REPLACEMENT
\
I
/
/
/
/
/
FFE: 304.64'
(2nd STORY)
/
/
/
LEGEND
/
CONCRETE PAVEMENT
JOINTING PLAN - CDD/SIGNAL
EXPANSION JOINT
CONSTRUCTION JOINT
CONTRACTION JOINT
THICKENED FREE EDGE
REINFORCE CONCRETE
PAVEMENT IN IRREGULAR
SLAB
INTEGRAL CONCRETE CURB
LIMITS OF CONSTRUCTION
...................
/
MATCH EXISTING CONCRETE
JOINTING FOR CONCRETE / / ,•' / y y 4\
PAVEMENT REPLACEMENT / ••�'// ..... \ �•
Y ..... .... i +++ iii
/ ii Y Y Y Y Yi Yii Y Y•Y++ Y+ Y Y Yi
i++++ ..... Y Yy +++
iiiiii + iii
�y �. ..... i... ... ++
CONCRETE PAVEMENT
JOINTING PLAN -GYM
1"=20'
O10' 20' 40' 60'
DMG
110z s a ddd
ptiA-HN3a
288.72'
�we S
3171
US ARMY CORPS
OF ENGINEERS
SAVANNAH
a
>
�
m
0
0
c`
W
N
0
N
Z
0
a
U
0
W
W_
Lu
W
tY
z
ui
w
a
O
U-
O
W
>
W
0
m
0
00
w
w
No
0
000
000
<tz
<
4
U
F
w
d
0
O
O
~a
U
Z
w
Q
ma
o�
Z
Y
U n
0
ca
m
a
0�
W W�
0
w
H
w
ga
zm
2
z
W
j
N
O�
❑�
m
U
U
U
�z
w U
Of
W o
z
z
w
z
n
z
c�
LL Q
z
w
o z
z
�0a
V6
Qo�,
U
Q
z
J
U)
O
O
z
o
¢
a
o0
a
U)
z
00
-Z
z
Q
O
w
a
O
m
UJLu
O
U)
U)
0
w
PLATE
REFERENCE
NUMBER
CS401
r
FOR OFFICIAL USE ONLY
SSDGNSPECSS
SSSYSTIMESS
SSUSERNAMEff