20110762 Ver 2_Site Plan_20140924

C
c
0
0
E
0
�Bcw
E
C_
_
I
CD
a�
T
0
AD
0
0
0
w
a
z
0
Q
J
CD
0
0
U
6
°
°A
Q
U
0
m
71
E
0
m
a
U
0
i
Li
U
U
Q
z
J
1 1
Columbia
EW
o'
P f yr.
LOCATION PLAN
LS�t �h
DARE COUNTY BOMBING RANGE
NAVY IMPACT AREA IMPROVEMENTS
PLAN
NORTH
DARE COUNTY, NORTH CAROLINA
PRE -FINAL SUBMITTAL
PROJECT LOCATION
JUNE 20, 2011
BOMBING RANGE - AERIAL MAP
NOT TO SCALE NOT TO SCALE
1 1 2
PLAN
NORTH
10 ma Z l� 1 II s] r[ e Zl"l, go] I I
MAINTENANCE AREA
WEST',LAYDOWN STRAFE PIT
- -- - -- -- X500 FOOT ROAD
OLDQBDU
1
GENERATOR io o NEW BD
ct
LLJQ
F�
Z
SHORT BULL
AMMO DUMP ULL NqV LEAD ROAD
0- CENTER B
\ SOUTH SAM SITE
SITE KEY PLAN
NOT TO SCALE
NA V Y SHELL
� ROAD
Po
�O
Q
5
VENTIONAL
PLAN
NORTH
Q
W
0
Z
0
C)
U
N
W
D
V)
�o
Q�
J
SEAL
O
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO
DEs LMH
I DPW JSL
cHK LMH
PM /DM LMH
BRANCH MANAGER
CHIEF ENG /ARCH PNB
FIRE PROTECTION
0 aQ
z
0UJ
0 F Lw
U
z
a: Q Z
Ld
w J
z
Z Q
0 LI
w Q
r
W Z
Z 111
I..LI
(�
CQC
G
� >
Q
L<
Q
LLJ
z
a
Z o
Q
o
U
z
_
Q
U
W
Q
O
W
Z_
L
a3
rr
U
Z
Q
w
W
w =
U)
U
"'
W
Q
w
z < N
LL Z
W
`}
E' Lj /
7
\
/ CL 0
Qm
wZa
c) z
F-
O
Z_
m
wZ
:5
0
m
SCALE. AS NOTED
EPROJECT No : 1136793
CONSTP. CoNTR. NO
XXXXXXXXX
NAVFAC DRAWING NY
XXXXXXXX
SH -F 1 + 15
G -001
DRAWFORM REVISION: 10 MARCH 2009
IN
C
UA

J
c
0
vi
E
Li
cn0
cE
E
CD
Q
a
a>
c
a
0
w
CD
O
d
O
O
U
W
Q
Z
H
O
Q
3
a
O
O
U
0
U
a
D
0
o
U
O
a
m
c
E
0
m
T
C
O
U
O
0
w
U_
U
w
Q
Z
w
J
L�
1
�J `t .J

0
C
c
0
Q)
E
LLJ
EB
0
a
0
as
0
0
m
Li
Q
z
0
Q
J
0,
-0
0
CD
a
0
/
0
oAU
E
0
m
0
0
U
a
z
1 �
I /
I I 1
I I I
1 \ -
I
CENTER BULL
SCALE: 1 " =25'
I
DRW JSL
I I LMH
PM /DM LMH
BRANCH MANAGER
o
/
o Q
z z
Q
z
� �
>
J
o
o U J
Q
~
r�
C-5 V J
w z
w
2
z
1 \ -
I
CENTER BULL
SCALE: 1 " =25'
ff,
3:1 SLOPE/ — _ \ �/o, \
3 � 4
.A
— �' vvvv-• • \•. ''•' vvv vv vv ( 1
WETLAND LIMITS (TYP.)
��vyvvvv�•t : �e,�
\•`,���\__� \.\ \111 �-- ��201����� ����� 1
3:1 SLOPE CROWN ROAD ALONG \
\ ,
CENTERLINE AND SLOPE _ , —
�:� AT 1/4" PER FOOT.
01
I
I
DRW JSL
I I LMH
PM /DM LMH
BRANCH MANAGER
CHIEF ENO /ARCH PNB
/
o Q
z z
Q
z
� �
>
J
o
o U J
Q
~
r�
C-5 V J
w z
w
2
z
Z
Za
° W
wo
�
L
d
z W
L<
u ®
z
_.jp
o
Q
Q
z 0
I
C
c
Lu
r
m
w
I
I
I
z_
_B
ff,
3:1 SLOPE/ — _ \ �/o, \
3 � 4
.A
— �' vvvv-• • \•. ''•' vvv vv vv ( 1
WETLAND LIMITS (TYP.)
��vyvvvv�•t : �e,�
\•`,���\__� \.\ \111 �-- ��201����� ����� 1
3:1 SLOPE CROWN ROAD ALONG \
\ ,
CENTERLINE AND SLOPE _ , —
�:� AT 1/4" PER FOOT.
01
I
I
I
I
DRW JSL
I I LMH
PM /DM LMH
BRANCH MANAGER
CHIEF ENO /ARCH PNB
/
I
I
I
DRW JSL
I I LMH
0' 25' 50' 75' 100' 125'
1 " =25'
1. ROADWAY = 15' WIDE
2. CIRCULAR PAD = 100' RADIUS
3. TOTAL NEW AREA (SHADED) = 41,800 S.F.
4. FILL REQUIRED = 9,350 C.Y.
SHADING LEGEND:
NEW AREA TO BE FILLED
NEW STONE SURFACE
AGGREGATE BASE COURSE
PROPOSED ROAD
-SURFACE EXISTING
GRADE
SECTION A -A
SECTION B -B
CEN-r ►,
5
1 \
1 \
1 1
1 \
1 1
1 1
1 1
I 1
I 1
I I
I I
I I
I��II'll
Il�IIilllllllllllll
IIII VIII IIIIv'I I I I
�IIIIIIIIII11 1 1 1 1 1 I I I I o J ICI
IIIIIIII111111111�1111111111 I I II I I I
1111IIIIIIIIIIIIIIIIIIIIIIII I I I II I I I
Illllllllllll IIIIIIIIIIIII I I I II I I I
IIIIIIIIIIIII IIIIIII III II I I I II I I I
11111111j11�ll�jl�llllll I I I I � I I �
I II I I II 111 /1111111111 III I / I I I I I
1111111111111111111111 ill I I I / 1 1 1 1 1
11111111111 i illll�ll IIII I/ 1 1 1 I I
1111111 �1��1111�11111 I I I/ 1 1 1
1�11�'I /1�111ijll�llijl I I /�j I \II I I I
`�1 I� I� / /��II illllllllll I I/ I \ I I
I I/ / / / / / / / / / / / /iIIIII�I -I IIIIIIIIII 1/ I I I I I
lirrllil�il /\� /ri�li�liilliliiiiillli i // \\ I I\ I I I
AJ1111 lllll�llll /Ill I I �) l
111 I�
'.. �;��. � ;� -� �• l I � /l / 11 / C
TR 12 PIN W
/y / ///
N 740490. 12'
E 2932098..32'
ELEV 4.9 I '
2 ' ' 4 ' S
PLAN
NORTH
of
a
W
a
0
Z
0
U
Ld
0
U)
MOM
c®
® I=
�0
0
ASE INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
NAVFAC DRAWING NO
SHEET 3 'r 15
C -101
DRAWFORM REVISION: 10 MARCH 2009
I
C
I
�0,
DES LMH
DRW JSL
I I LMH
PM /DM LMH
BRANCH MANAGER
CHIEF ENO /ARCH PNB
FIRE PROTECTION
o Q
z z
Q
z
� �
>
J
o
o U J
Q
~
r�
C-5 V J
w z
w
2
z
Z
Za
° W
wo
�
L
d
z W
L<
u ®
z
_.jp
o
Q
Q
z 0
z
C
c
Lu
Q
m
w
W
z_
(`3
Q
w LLJ
w
z
Lu
w
U
w
F_
Q
U
_
J_
�U
z < LL
F- Z
W
~ > a
LLJ
�'
°>�a
Q��
Q
zza
Ld
z
< U
z
m
WZ
O �
m
SCALE: AS NOTED
EPROJECT NO. 1136793
CONSTR. CONTyRy�f/J�`/�/yyy
XXXXXXXXX
NAVFAC DRAWING NO
SHEET 3 'r 15
C -101
DRAWFORM REVISION: 10 MARCH 2009
I
C
I
�0,

J
c
a
E
a
Li
Li
CD
T
a
N
N
C
a
0
w
O
d
d
0
in
N
w
Q
Z
H
O
Q
3
a
O
I
U
I
U
0
D
0
o
U
O
a
m
c
0
m
T
C
O
U
O
0
w
U_
U
LJ
a
z
w
J
I

J
c
0
v�
ID
O
Li
Li
Cn
E
Q
O
c
T
a
N
N
C
a
0
w
O
d
N
d
N
0
in
N
w
Q
Z
H
O
Q
3
a
O
I
U
U
0
D
0
o
U
O
a
m
c
0
0
m
T
C
O
U
O
0
w
U_
U
LJ
a
z
w
J
I

J
c
0
v�
E
cn0
w
E
CD
°E
T
a
N
O
C
a
0
w
O
CL
E
0
N
0
cn
r7
Li
Q
z
O
Q
ol
3
O
I
U
I
U
0
D
0
o
U
O
a
m
c
0
m
T
C
O
U
O
0
w
U_
U
LJ
a
z
w
J
1
I .J �" I-J

IN
J
Y
O
N
E
O
w
cn
a
r
CD
N
L(7
O
C
T
O
N
N
C
N
0
W
H
H
O
J
d
m
m
O
w
Q
Z
H
O
Q
J
ol
3
a
O
I
U
I
U
0
D
0
o
U
O
a
m
c
0
m
T
C
O
U
O
0
w
U_
U
LJ
a
z
w
J
1

-1 Z /I
IN
J
0
a
[r
w
N
� r
a I
CD rr
0
N
N
T
O
a
m
c
0
w
O
J
d
O
U
O
W
W
Q
Z
H
O
3
a
O
I
U
I
U
0
D
0
o
Q
U
O
a
m
c
0
m
_T
C
O
U
O
0
w
U_
U
a
z
w
J
1

r) Fl-
J
0
a
w
0
E
0
T
a
7D
a
0
w
O
a
0
ci
0
:c
w
Q
z
c
s
0
i
U
i
v
y
0
0
o
c
v
0
m
T
0
U
D
w
U
U
w
Q
z
1
w
. J �J

J
Y
a
N
N
O
W
coW
cE
O
CD
cli
a
7D
a
0
w
O
d
C)
m
a
O
n
Li
Q
Z
H
O
Q
ol
3
a
O
I
U
I
U
0
D
0
o
U
O
a
m
c
0
m
T
C
O
U
O
0
w
U_
U
LJ
a
z
w
J
1
I I-J

J
c
Y
0
rn
E
0
w
�E0
T
a
0
w
0
J
0
m
z
00
w
Q
z
0
ol
a
0
U
0
D
0
o
U
O
a
m
c
0
m
T
C
O
U
O
0
w
U_
U
LJ
a
z
w
J
1
I

J
Y
O
N
O
E
O
W
cn
E
O
�E
CD
N
N
N
O
C
T
O
a
c
a
0
w
C)
O
J
d
Q
O
Q
O
W
Q
Z
H
O
Q
ol
3
a
O
I
U
I
U
0
D
0
o
U
O
a
w
c
0
m
T
C
O
U
O
0
w
U_
U
LJ
a
z
w
J
1

r� Z /I
J
Y
0
O
w
E
0-E
0
N
U5
W
C
T
CJ
Q)
N
o
a
N
0
W
r7
O
J
W
G
3
O
T
O
J
O
Q
z
H
0
ol
TJ
O
I
U
U
0
D
0
o
U
O
a
m
c
0
0
m
T
C
O
U
O
0
w
U_
U
LJ
a
z
w
J
1
I I �J `r `)

1
E
L11
E
Q
Ln
CD
I
0
0
0
77
0
0
I
w
a
z
0
Q
J
0
1
U
0
U
6
0
i
0
0
Q
a)
I
E
0
m
2�1
ID
U
0
w
U
w
=
LLj
C
1
n
I 1 2 1 3 1 4 1 5
/ I/
/
/
/
/
��
SCATTERED 8 " 15 " PINES'
WITH HEAVY UNOERSTORY
.. - . . "
.
:: :. ,
..
... . , ..
-'. 1 .. '.
�:
I,- 7-::
.. . . , .. . . ,
.
. - * - * -. .
`
.
. t:.
.
—.�:
o
3:1 SLOPE
:7
..' .- . I —
-
: ':
•'�••
.; ::
2.o
,
-0-0)--
..
..
[ '
I ..
` /
. :'
. .
— — ..
..
.....
_
_
.....:..... . ... ,
,
... . '
'•
. ,. i :..
. ..
•
. ...
. ; . . ..
..
... ' '
.
.. ..
. , .
. I ,
. .. ,.
. -,
..
•.
.. . ' '.
.
. .. ,
. .
.
;,
••
Q!�
oC
—
.1 -
.
... ..
.. .. .
___. - - -- -_ - . ...
.. .. �� ..•.
�•
... .. ...
•. . .... .
z
''�'
' I V� �._.
% .. ..
.. ..
% ....
.. . •.
a l .
I •f "
. :.'..... . .... . : .
. . ... ..
F-
.' :.. ,
z
J
:' ' 'S A'�TERED BRUS) • ; �P�D' Gf A USES ; ' : • : ..
�'
..
. • . .
% ,.
.. .. 0:
. ,. .. • . ..
. . .. ..,.
.. . , .
(: ..
.. , %. : .
": `�
:...,
...
.. ,.. :...
�..
/
SCATTERED
TR -5 PIN W/
N 747045.03'
E 2933105.65'
ELEV 6.37'
MAINTENANCE AREA
SCALE: 1 " =25'
WIr�ys
/ //� I / � ` 1)
/ /���Illm /l � /�
/ /// I �// .`! / /
I�l r
l/1 II I l I
1 I
I I
-- ; I I
I L I
/ /III \ / / ' I
111 1 1 1 I I / sroRY / �- --� I I I
/'/ ll1 / I l II I/ �qR�s� Z9 oc I I I I //
II IIII I I 1 / I
II'll, 1111 /I � I �\ l l 1 j I IIII/
I 1 / l 1 � l/ I 1 /l /// I
111111 /l l am- l -- 1 I z I ll / //I
I IIll1111 / / ., -- '/ � / I ° / // // 111111
IIII 1 / l l / /c 111111
I1 /l /Illlll/ ( �/ // ��) l / l x°1111111
I1 /lllllI/ I � `\, I \� l / � /lllllI
1-1////11 � ��.0J / I 1 /lllllI
r) ly?/ �/ l � P \ � � / I I .11110
II � I I 1 1111111
111 I/ // ��'- � J ; II I 1 1111111
I Ill I
111111 /// II - ® \I // I II01111
�I���/lll� �/ /l ( -1 � l CRAUEz // /l ) 1/1/////, I
I� /Ill ��ll / 1I � �(/ �n s- 0 /l / \ / / 11111 0I
IIlV/ I � / I � l , ; / ����l l
ilIll /1 I —/- -- n ) / / / / //// /I
11 Ill I( lI - I ��� -- II // / /II ////
IIIIIII)I/ / / / / %- - � -- Q -- � / / /� 1111111
�/ lI /I l IIII l / "; � `;,, - - ^ �_ / / ��11 �I
11 I Ill / ,/ / I
ll/ DSO /(I lull — _- - -- - -1 II
lI 11
I
ll III
1
I /� //I
1, I //
/ ///
WETLAND LIMITS (TYP.)
0
-��S 111 _ -- - __i - - /II1I
/////, //I � l/ o -- - L / j 11111
1��llll�il // 11��(Ill _ _o�� �� , l� 11
�,.�Il�i,l / ll „iilll I PLAN
NORTH
0' 25' 50' 75' 100' 125'
1 " =25'
PROPOSED
01IDCA/"`C
SECTION A -A
MAINTENANCE AREA SITE DATA:
EXISTING
GRADE
R
I
rNOr<IC
1. CONNECT PAD TO EXISTING GRAVEL PAD
2. TOTAL NEW AREA (SHADED) = 68,750 S.F.
3. FILL REQUIRED = 7,290 C.Y.
SHADING LEGEND:
NEW AREA TO BE FILLED
NEW STONE SURFACE
AGGREGATE BASE COURSE
1 ' 2 ' 3 ' 4 ' 5
w
Z
O
U
!n
0
m
V)
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM� m
4
v
O
1
..q
V
4t J
9!0 SEAL
O
40QF , V
4(-.O-
T
ift
4-0
A E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO
DES XXX DRW XXX I L1 XXX
PM /DM LMH
BRANCH MANAGER
.
:: :. ,
..
Q
Z
I,- 7-::
.. . . , .. . . ,
.
.
..
• .
......
%
. ,... .. ..
�:: , .. ., j, . .. : . .
7. {' .
.
• .. .,•.
.. ., % ,
'
,.
,�- A. D ,G- /q S ... • .......
:
• . .
:I
,.•M1
.. • .:... .
. , . :.. ...: '. ' . ..,
..
[ '
I ..
-
y,a
:. , .
...
...
,
....
.
z
� Q
,
... . '
'•
. ,. i :..
. ..
•
..'
.
.
o O
. I ,
. .. ,.
. -,
..
.. . ' '.
.
. .. ,
. .
. . ..
— _ .:_ — . o
Q!�
oC
t :.
w
Q
%
%
LLI
w
.
0
01:
z
..
Q
.
.. ..
% ....
.
I •f "
. :.'..... . .... . : .
. . ... ..
F-
Q
z
J
• • /..
-
..1, .
... .
. .
. • . .
. ..
.. \. .. ..
. �:.
�: ,
(: ..
. \
..... ..
.. ..
;'
. •
...
0 a
''
.. :��'
,,; ' ,
.. . -
.
w z a
� z
.. . ;.
a.
J:
•1:
:;:
. .
,
O
m
SCALE. AS NOTED
EPROJECT NO.: 1136793
CONSTR. C'OP TR. NO
XXXXXXXXX
. ... �'•
.. ..
. ...
. :
. r .. :.
. . . �'
,: . �:
. '
i'
. .
F. . �.
.:.' ..
.. , ,....
:�'
'�.
/' .
.
...... .. .
.
y .= . , , ..
. ..
,-
•
y
. .... �.. .....
, /.
1. . .
% .
�: ..
..
.
.... •
r
:y
. ..- �:...
.. �'_ - .
__
.
.. • .
\
• , ' °
.. , r.... :..
........ . .
. .
... .
..
%
-/,
_ %
�T_ . * ..
J f., :2 ..,� - t,
�.
-1
-
�--.
. .. ..
. %
....
I /
"� . .
�'
_ . �. /.
..
, % '�.
•
I I I
(...
. • �.�:...••.....•.•�� �:.
�.....�
.: \ •: ,:.�' • : `�'•,:, • � :. ' ..:
�.
.
.. •,'
.`•SC';4..rTE.f?�D'•��RUSH
'AN{�••,'�R,�S�"ES
TR 6 PIN W CAP SET I
i I
'.: .
..
"\ :�
..
v..
N 747206.16
E 2933110.53
-
'..
ELEV 4.17
... ...
///
/ 1
�'•: _�
-
—
/
.. - i �'
nom'' .:
. %
— - — —•
:.. T '. . % -
.. .'
..
; ..
�.
/
��
:•.
•,.; ..
•'•.
/
/
/
G AVEL
— — — �.
•. �.l ..
' .r'. ;.•..•
% •'•
, »•...
... .•. . •.'., •.. ;•1r
+.- ••I • .
//J
(
/
. : •'••., -1 , :'. ...
.
/ / / /// / /
- --
I
/ /I
% .... ...• -
ll
_
)
I
II
111 I
/ll l / >- ,
/ �-
l
I
'`:...I...
TR -5 PIN W/
N 747045.03'
E 2933105.65'
ELEV 6.37'
MAINTENANCE AREA
SCALE: 1 " =25'
WIr�ys
/ //� I / � ` 1)
/ /���Illm /l � /�
/ /// I �// .`! / /
I�l r
l/1 II I l I
1 I
I I
-- ; I I
I L I
/ /III \ / / ' I
111 1 1 1 I I / sroRY / �- --� I I I
/'/ ll1 / I l II I/ �qR�s� Z9 oc I I I I //
II IIII I I 1 / I
II'll, 1111 /I � I �\ l l 1 j I IIII/
I 1 / l 1 � l/ I 1 /l /// I
111111 /l l am- l -- 1 I z I ll / //I
I IIll1111 / / ., -- '/ � / I ° / // // 111111
IIII 1 / l l / /c 111111
I1 /l /Illlll/ ( �/ // ��) l / l x°1111111
I1 /lllllI/ I � `\, I \� l / � /lllllI
1-1////11 � ��.0J / I 1 /lllllI
r) ly?/ �/ l � P \ � � / I I .11110
II � I I 1 1111111
111 I/ // ��'- � J ; II I 1 1111111
I Ill I
111111 /// II - ® \I // I II01111
�I���/lll� �/ /l ( -1 � l CRAUEz // /l ) 1/1/////, I
I� /Ill ��ll / 1I � �(/ �n s- 0 /l / \ / / 11111 0I
IIlV/ I � / I � l , ; / ����l l
ilIll /1 I —/- -- n ) / / / / //// /I
11 Ill I( lI - I ��� -- II // / /II ////
IIIIIII)I/ / / / / %- - � -- Q -- � / / /� 1111111
�/ lI /I l IIII l / "; � `;,, - - ^ �_ / / ��11 �I
11 I Ill / ,/ / I
ll/ DSO /(I lull — _- - -- - -1 II
lI 11
I
ll III
1
I /� //I
1, I //
/ ///
WETLAND LIMITS (TYP.)
0
-��S 111 _ -- - __i - - /II1I
/////, //I � l/ o -- - L / j 11111
1��llll�il // 11��(Ill _ _o�� �� , l� 11
�,.�Il�i,l / ll „iilll I PLAN
NORTH
0' 25' 50' 75' 100' 125'
1 " =25'
PROPOSED
01IDCA/"`C
SECTION A -A
MAINTENANCE AREA SITE DATA:
EXISTING
GRADE
R
I
rNOr<IC
1. CONNECT PAD TO EXISTING GRAVEL PAD
2. TOTAL NEW AREA (SHADED) = 68,750 S.F.
3. FILL REQUIRED = 7,290 C.Y.
SHADING LEGEND:
NEW AREA TO BE FILLED
NEW STONE SURFACE
AGGREGATE BASE COURSE
1 ' 2 ' 3 ' 4 ' 5
w
Z
O
U
!n
0
m
V)
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM� m
4
v
O
1
..q
V
4t J
9!0 SEAL
O
40QF , V
4(-.O-
T
ift
4-0
A E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO
DES XXX DRW XXX I L1 XXX
PM /DM LMH
BRANCH MANAGER
CHIEF ENG /ARCH PNB
FIRE PROTECTION
0 Q
Q
Z
10 MARCH 2009
m �
m ::-
J
O
o
(J _j
o2
�
Q r^
c9 F--
of Z �
C-5 V J
Ld
w
� z
0< = W
w m
z
� Q
= W
z
Q
I<
o O
O
aU
LLJ c
Q
a-
W
z
�
Q!�
oC
Q
w
Q
LLI
w
W
0
01:
z
z
Q
Q
w
�--
w
U)
Lu
U
�
F-
Q
z
J
Q
:2
�:U
2
Z N
LL z
W
w
0 a
� Q
>Q
w z a
� z
� a
Of Q
U
z
m
w Z
0 :5
O
m
SCALE. AS NOTED
EPROJECT NO.: 1136793
CONSTR. C'OP TR. NO
XXXXXXXXX
NAVFAC DRAWING NO
H -F 14 L
15
C -112
DRAWFORM REVISION:
10 MARCH 2009
IN
C
O
UA

J
c
0
vi
E
Li
cn0
cE
E
CD
Q
a
a>
c
a
0
w
CD
O
d
O
O
U
W
Q
Z
H
O
Q
3
a
O
U
I
0
U
a
D
0
o
U
O
a
m
c
0
m
T
C
O
U
O
0
w
U_
U
w
Q
Z
w
J
L�
1
�J `t IJ

Nc
a
T
C)
w
E
0
6
T
a
LL
0
w
0
w
Q
cl-
0
cD
Q
z
O
a
J
�B3
O
0
CD0
v
0
0
N
O
m
cl-
E
0
Q
E
a,
6
E
0
m
0
NI
co
co
O A
i
0
U
0
0
0
0
J
N
t
0
Q
z
1 1 2 1 3 1 4 , 5
i
;yam-
.y
DARE COUNTY BOMBING RANGE
'
Ill aftD
LOCATION PLAN
NOT TO SCALE
Ha rbc -
IMPROVEMENTS
PHASE II
DARE COUNTY, NORTH CAROLINA
rl
Ha f;�s
PLAN
NORTH
PROJECT LOCATION
MAINTENANCE AREA
Fft-1
NA VY SHELL
� READ
WEST LAYDOWN STRAFE PIT
TO H WY 26"
- -_- -- --- 'goo FOOT ROAD E ST 'NVEN-
L I ON AE
OLD BDU
0
GENERATOR o NEW BDU �oPo
Lij
z e
SHORT BULL
U
AMMO DUMP ENTER BULL LEq� ROAD
�-F c
SOUTH SAM I SITE
SITE KEY PLAN
NOT TO SCALE
PLAN
NORTH
2 ' 3 ' 4 ' 5
a
w
IR
a
0
}
mmmv._
Al
\
SEAL
A/E IMF'
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
CDR MARTIN
HILL 5/7/12
SATISFACTORY TO
DES LMH
IDRW JSL
ICHK
LMH
PM /DM
LMH
BRANCH MANAGER
CHIEF ENG /ARCH
EJG
FIRE PROTECTION
cl
Z
_¢
z
0 U
Zz0
d
L
L
Ld
Z �
o
CD
wo
zz=
wz
z
aL
c/')
J Q
Ic
LaL. 2
o v
0 Q
>�
f
z
Z
g
W IL.L
O
z
2U)
C-)
Er
0~
o
w
W
z
z
L
-ld
z
~w
w
w
Z>
_
Lu
0 cr
LLJ
�U
L�
ZLL
�-
LI I W
H J w
L LJ
Q
ILL.
o
¢
C)
�QCL
z z
LLJ
g
QU
Z
m
CL
0
m
SCALE:
AS
NOTED
EPROJECT NO..
1136793
CONSTR. CONTIR
NF)
YYYY
Y-
XXXXXXXXX
NAVFAC DRAWING
NO.
12616278
SHEET
1
17
G -001
DRAWFORM REVISION: 10 MARCH 2009
0
c
I
01

0
a�
T
w
E
a
0
N
0
0
0
T
0
a
0
w
O
a_
d
J
N
w
Q
S
d
O
O
U
W
Q
Z
O
a
0
0
U
0
U
a�
0
O
c
D
c
D
m
0
a
c
O
O
O
Q
N
C
O
C
E
O
LL
T
O
U
N
N
00
CD
r
N
U
N
0
a
c
0
0
0
Li
Q
z
w
J
G
I

0
T
w Elf
E
a
0
s
N
N
0
0
0
T
0
�i
w
O
J
W
U
W
d
w
0
O
I
U
Q
z
0
r
Q
J
c�
U
i
O
U
N
3
0
c
O
D
m
I
a�
u�
e
w
E
0
a
a7
c
0
c
E
0
m
T
C
O
U
9J
D
D
N
00
�I
0
N
U
O
O
c
O
O
O
J
O
a
Q
z
w
J
G

r� Fl-
T
N
w
a
N
N
O
CN
O
T
O
T
L�
W
W
H
H
O
J
U
Li
O
U7
N
O
I
U
Q
Z
Q
Q
a�
3
a
N
I
U
0
U
0
c
O
D
07
O
t
d
C
N
N
O
Q
O
C
O
C
O
07
T
c
O
U
N
O
D
N
00
N
O
N
T
c
U
a>
0
D
c
O
.5
O
J
N
L
0
2
Q
z
W
J
L�
J
G

T
W
E
a
N
N
N
O
N
O
T
6
T
O
Li
W
J
d
U
w
t
0
O
cn
M
O
U
Q
Z
Q
}
3
N
U
O
U
6
C
CS
N
D
m
6
L
d
C
N
E
N
O
Q
N
CS
C
6
C
E
O
O]
T
C
0
O
U
O
0
N
cc
cc
T
N
O
N
>
U
O
Q
D
O
6
O
J
N
L
Q
W
Q
Z
W
J
Li
J
G
1
I `/ -1- .J

6
N
T
L
W
(n
N
N
O
CD
O
T
O
T
O
W
W
r7
O
J
W
U
W
O
cn
L
d
O
U
Q
Z
Q
}
3
N
U
O
U
0
0
c
D
m
6
L
d
C
N
N
O
Q
N
CS
C
6
C
E
O
O]
T
C
0
O
Q
O
O
N
Do
Do
N
O
N
>
U
O
Q
O
6
O
J
N
L
Q
Q
Z
W
J
W
J
G
1
I `/ -1- .J

w
E
Q
r7
N
N
O
N
CD
O
T
Q
T
Q
w
W
O
J
w
U
W
Z
m
O
O
U
a
z
0
r
N
cv
0
O
Q
0
c
o,
D
m
6
L
d
C
N
E
N
O
Q
E
N
C
6
C
E
O
O]
T
C
0
O
U
O
O
N
Do
Do
T
N
O
N
>
U
O
Q
O
6
O
J
N
L
O
w
Q
Z
W
J
W
1
J
G
1
I `/ -1- .J

6
N
T
l`
rY
W
cn
CL
E
N
O
N
O
T
O
T
6
L�
W
O
CL
W
W
m
3
N
Z
cD
O
Q
Q
Z
Q
}
3
N
U
O
U
0
0
c
D
m
6
L
d
C
N
N
O
Q
N
CS
C
6
C
O
O]
T
C
0
O
Q
O
O
N
00
Do
T
N
O
N
>
U
O
Q
O
O
O
6
O
J
N
L
Q
Q
Z
W
J
Li
J
G
1
I `/ `t .J

c
T
w
E
a
�n
J
a
c"i
CD
0
T
0
T
0
0
LL
O
J
w
a_
0
c%7
r
0
I
U
Q
z
0
r
Q
J
c�
U
i
O
U
N
3
0
c
O
D
m
I
a�
u�
e
w
E
0
a
a7
c
0
c
E
0
m
T
C
O
U
9J
D
D
N
00
CD
�I
N
U
6
D
N
C
O
O
O
J
O
a
Q
z
w
J
G
I J `� �J

0
T
r \
W
iii
E
a
cv
N
CD
0
T
0
T
O
Z7
L�
0
W
O
J
J
a_
N
.N-
0
(/7
00
O
I
U
Q
z
0
r
Q
c�
U
i
O
U
N
3
0
c
O
D
m
I
a�
u�
e
w
E
0
a
a7
c
0
c
E
0
m
T
C
O
U
9J
D
D
N
00
CD
�I
N
U
6
D
N
C
O
O
O
J
O
a
Q
z
W
G
I �J `� `J

r� Fl-
T
w
a
N
0
0
T
0
T
0
0
w
0
J
a
s
a.
E
Un
0
v7
CD
0
I
O
Q
z
CD
0
r
Q
J
c�
U
i
O
U
N
3
0
c
O
D
m
I
a�
u�
e
w
E
0
a
a7
c
0
c
E
0
m
T
C
O
U
9J
D
D
N
00
CD
�I
N
U
6
D
N
C
O
O
O
J
O
a
Q
z
w
J
G
I

1-) 7 C
0
T
l
w
E
a
J
N
0
N
CD
O
T
0
T
0
D
w
O
w
a_
m
0
v7
0
U
Li
Q
Z
H
O
Q
J
3
U
O
O
N
iT
O
c
O
D
m
eu
en
G
w
O
O
Q.
Q5
C
O
C
O
m
T
C
O
U
9J
D
D
N
00
CD
N
U
N
O
N
C
O
U
O
J
O
L
O
a
Q
z
w
J
G
I -t- .J

t-) c
v
v
T /
•J-J C
w
E
a
1
J
N
N
0
,t
0
0
T
0
0
w
O
J
m
w
m
O
U
Q
z
0
r
Q
J
�i
U
0
c�
0
0
c
v
0
m
I
v
u�
e
w
E
v
0
a
a7
c
0
c
E
0
m
T
e
0
U
9J
D
D
N
00
CD
�I
N
U
N
O
N
C
O
U
O
J
L
O
a
Q
z
w
J
G
I `r .J

-1 Z C
0
T
w
E
Q cc
J
N
0
N
0
T
0
a
0
LD
0
w
0
J
m
0
m
a�
z
cu
O
Q
z
0
r
Q
J
o,
�i
U
0
c�
0
0
c
o,
0
0
m
I
a�
u�
e
w
E
0
0
a
a7
0,
c
0
c
E
0
m
e
0
0
U
9J
D
D
N
00
CD
�I
N
0
N
O
C
O
U
O
J
Q3
L
O
Q
z
w
J
G
I `J `r �J

-1 � c
T
ID
L
W
Z
a
N
N
O
N
CD
O
T
6
T
6
a
0
w
0
d
CIA
w
chf
C3
Q
c
0
r2
1
U
Q
z
O
}
J
3
c
r7
1
U
0
U
m
0
0
c
3
0
c
ml
c
0
a
a}
c
6
C
9
0
O
D]
T
C
O
U
a�
0
N
00
N
O
N
c
6
to
C
O
6
O
J
N
L
O
W
Q
Z
W
J
W
J
G
t
I � - �J

N
N
N
0
N
0
6
0
W
CD
w
a
0
0
Q
Lnz
}o
a
0
0
6
.3
0
0
I
F_
>
E
m
0
U
6
N'
co
co
cl,'
0
N
I
0
U
0
0
0
O
Q
L�
i
1 2 3
3
1
TYPICAL FILL SECTION - WETLANDS
NOT TO SCALE
i
6 IN. MIN
f
TYPICAL FILL SECTION- MAINTENANCE AREA
NOT TO SCALE
❑ WATER TABLE
TYPICAL FILL SECTION- WETLANDS WITH STANDING WATER
NOT TO SCALE
TYPICAL FILL SECTION- EXISTING TARGETS AND ROADS
NOT TO SCALE
`L6J
WORKNOTES: THIS SHEET ONLY
F-11 EXISTING SUBGRADE
❑WATER TABLE
❑3 EXISTING CONDITIONS CONSISTING OF STABLE SUBGRADE OF SAND
® SACRIFICIAL STONE TO BE PLACED BELOW THE WATER TABLE TO
ESTABLISH GRADES. SACRIFICAL STONE SHALL BE FILL IDENTIFIED
AS COMMON FILL IN THE NOTES AND SPECIFICATIONS.
❑5 NCDOT ABC STONE OR CRUSHED CONCRETE PLACED IN ACCORDANCE
WITH NOTES AND SPECIFICATIONS. STONE DEPTH VARIES AND SHALL
BE PLACED TO ESTABLISH FINISHED GRADES SHOWN ON PLANS.
© NON —WOVEN GEOTEXTILE FABRIC MEETING THE MINIMUM
SPECIFICATIONS OUTLINED IN TABLE 1 AND INSTALLED PER
EARTHWORK NOTES AND MANUFACTURERS SPECIFICATIONS.
❑7 GEOGRID: SINGLE LAYER, BIAXIAL OR TRIAXIAL GEOGRID MEETING
THE MINIMUM SPECIFICATIONS OUTLINED IN TABLE 2 AND TABLE 3
AND INSTALLED PER EARTHWORK NOTES AND MANUFACTURERS
SPECIFICATIONS.
® CELLULAR CONFINEMENT MEETING THE MINIMUM SPECIFICATIONS
OUTLINED IN TABLE 4 AND INSTALLED PER EARTHWORK NOTES AND
MANUFACTURERS SPECIFICATIONS. CELLULAR CONFINEMENT SHALL
BE FILLED WITH NC DOT ABC STONE OR CRUSHED CONCRETE.
CELLULAR CONFINEMENT SHALL HAVE A MINIMUM OF 10" COVER.
REMOVE CELLULAR CONFINEMENT FROM SECTION IF LESS THAN 10"
COVER, BUT RETAIN GEOGRID AND GEOFABRIC.
❑9 CELLULAR CONFINEMENT MEETING THE MINIMUM SPECIFICATIONS
OUTLINED IN TABLE 4 AND INSTALLED PER EARTHWORK NOTES AND
MANUFACTURERS SPECIFICATIONS. CELLULAR CONFINEMENT SHALL
BE FILLED WITH SELECT FILL. CELLULAR CONFINEMENT SHALL HAVE
A MINIMUM OF 10" COVER. REMOVE CELLULAR CONFINEMENT FROM
SECTION IF LESS THAN 10" COVER, BUT RETAIN GEOGRID AND
GEOFABRIC.
10 SELECT FILL
1 ' 2 ' 3
0
TABLE 1
MINIMUM NON —WOVEN GEOTEXTILE REQUIREMENTS
GEOTEXTILE PROPERTY
ASTM TEST
METHOD
MINIMUM
REQUIREMENTS
GRAB STRENGTH (LB)
D 4632
380
PUNCTURE STRENGTH (LB)
D 4833
50
BURST STRENGTH (PSI)
D 3786
800
TRAPEZOIDAL TEAR (LB)
D 4533
145
APPARENT OPENING SIZE (MM)
rf`II I I I II III
-
- - - -- - - --
-
i_
0.70
- - -
=
- - - - - - - -
TYPICAL FILL SECTION- WETLANDS WITH STANDING WATER
NOT TO SCALE
TYPICAL FILL SECTION- EXISTING TARGETS AND ROADS
NOT TO SCALE
`L6J
WORKNOTES: THIS SHEET ONLY
F-11 EXISTING SUBGRADE
❑WATER TABLE
❑3 EXISTING CONDITIONS CONSISTING OF STABLE SUBGRADE OF SAND
® SACRIFICIAL STONE TO BE PLACED BELOW THE WATER TABLE TO
ESTABLISH GRADES. SACRIFICAL STONE SHALL BE FILL IDENTIFIED
AS COMMON FILL IN THE NOTES AND SPECIFICATIONS.
❑5 NCDOT ABC STONE OR CRUSHED CONCRETE PLACED IN ACCORDANCE
WITH NOTES AND SPECIFICATIONS. STONE DEPTH VARIES AND SHALL
BE PLACED TO ESTABLISH FINISHED GRADES SHOWN ON PLANS.
© NON —WOVEN GEOTEXTILE FABRIC MEETING THE MINIMUM
SPECIFICATIONS OUTLINED IN TABLE 1 AND INSTALLED PER
EARTHWORK NOTES AND MANUFACTURERS SPECIFICATIONS.
❑7 GEOGRID: SINGLE LAYER, BIAXIAL OR TRIAXIAL GEOGRID MEETING
THE MINIMUM SPECIFICATIONS OUTLINED IN TABLE 2 AND TABLE 3
AND INSTALLED PER EARTHWORK NOTES AND MANUFACTURERS
SPECIFICATIONS.
® CELLULAR CONFINEMENT MEETING THE MINIMUM SPECIFICATIONS
OUTLINED IN TABLE 4 AND INSTALLED PER EARTHWORK NOTES AND
MANUFACTURERS SPECIFICATIONS. CELLULAR CONFINEMENT SHALL
BE FILLED WITH NC DOT ABC STONE OR CRUSHED CONCRETE.
CELLULAR CONFINEMENT SHALL HAVE A MINIMUM OF 10" COVER.
REMOVE CELLULAR CONFINEMENT FROM SECTION IF LESS THAN 10"
COVER, BUT RETAIN GEOGRID AND GEOFABRIC.
❑9 CELLULAR CONFINEMENT MEETING THE MINIMUM SPECIFICATIONS
OUTLINED IN TABLE 4 AND INSTALLED PER EARTHWORK NOTES AND
MANUFACTURERS SPECIFICATIONS. CELLULAR CONFINEMENT SHALL
BE FILLED WITH SELECT FILL. CELLULAR CONFINEMENT SHALL HAVE
A MINIMUM OF 10" COVER. REMOVE CELLULAR CONFINEMENT FROM
SECTION IF LESS THAN 10" COVER, BUT RETAIN GEOGRID AND
GEOFABRIC.
10 SELECT FILL
1 ' 2 ' 3
0
TABLE 1
MINIMUM NON —WOVEN GEOTEXTILE REQUIREMENTS
GEOTEXTILE PROPERTY
ASTM TEST
METHOD
MINIMUM
REQUIREMENTS
GRAB STRENGTH (LB)
D 4632
380
PUNCTURE STRENGTH (LB)
D 4833
50
BURST STRENGTH (PSI)
D 3786
800
TRAPEZOIDAL TEAR (LB)
D 4533
145
APPARENT OPENING SIZE (MM)
D 4751
0.150
PERMITTIVITY (1 /SEC)
D 4491
0.70
ULTRAVIOLET DEGRADATION (%
RETAINED @500 HRS)
D 4355
70
POLYMER TYPE
TENSILE STRENGTH ® 5%
POLYESTER OR
POLYPROPYLENE
TABLE 2
MINIMUM BIAXIAL GEOGRID REQUIREMENTS
GEOGRID PROPERTY
ASTM TEST
MINIMUM
BRANCH MANAGER
METHOD
REQUIREMENTS
MINIMUM RIB THICKNESS
DIRECT
0.07
RIB PITCH (IN)
MEASURE
1.6
APERTURE SIZE — MACHINE
DIRECT
1.0
DIRECTION (IN)
MEASURE
1.6
APERTURE SIZE — CROSS
DIRECT
1.0
MACHINE DIRECTION (IN)
MEASURE
0.08
TENSILE STRENGTH ® 5%
D 6637
1200
STRAIN (LB /FT) MACHINE
DIRECT
0.06
DIRECITION
MEASURE
640
MTENSILE STRENGHT ® 5%
DIRECT
1370
STRAIN (LB /FT) CROSS
MEASURE
MACHINE DIRECTION
DIRECT
0.05
ULTIMATE TENSILE STRENGTH
MEASURE
1850
(LB /FT) MACHINE DIRECTION
Oz
RECTANGULAR
ULTMIATE TENSILE STRENGTH
I
2050
(LB /FT) CROSS MACHINE
W
DIRECTION
Elf
MANUFACTURING PROCESS
zW
PUNCHED &
C/)
DRAWN
TABLE 3
MINIMUM TRIAXIAL GEOGRID REQUIREMENTS
GEOGRID PROPERTY
ASTM TEST
MINIMUM
BRANCH MANAGER
METHOD
REQUIREMENTS
APERTURE SHAPE
D 1505
TRIANGULAR
RIB PITCH (IN)
DIRECT
1.6
LONGITUDINAL
MEASURE
8
RIB PITCH (IN)
DIRECT
1.6
DIAGONAL
MEASURE
8.8
MID RIB DEPTH (IN)
DIRECT
0.08
DIAGONAL
MEASURE
10.2
MID RIB DEPTH (IN)
DIRECT
0.06
TRANSVERSE
MEASURE
640
MIDRIB WIDTH (IN)
DIRECT
0.04
DIAGONAL
MEASURE
MIDRIB WIDTH (IN)
DIRECT
0.05
TRANSVERSE
MEASURE
Q
RIB SHAPE
Oz
RECTANGULAR
APERTURE SHAPE
I
TRIANGULAR
TABLE 4
MINIMUM CELLULAR CONFINEMENT REQUIREMENTS
GEOTEXTILE PROPERTY
ASTM TEST
MINIMUM
BRANCH MANAGER
METHOD
REQUIREMENTS
MATERIAL COMPOSITION
D 1505
POLYETHYLENE
MATERIAL DENSITY (LB /FT3)
D 1505
58.4
CELL DEPTH (IN)
DIRECT
8
°I°
MEASURE
CELL LENGTH (IN)
DIRECT
8.8
Iw
Z
MEASURE
CELL WIDTH (IN)
DIRECT
10.2
~Q
MEASURE
MINIMUM CELL SEAM
640
STRENGTH (LBF)
0Q
J
5
EARTHWORK NOTES
1. SUBSURFACE SOIL CONSISTS OF SOFT CLAY, SILT, PEAT,
AND LOOSE SANDS. GROUNDWATER IS AT OR NEAR THE
GROUND SURFACE.
2. PRIOR TO CONSTRUCTION ENSURE ADEQUATE WEEP AND
DIVERSION DITCHES TO PROVIDE STORM WATER CONTROL
DURING THE GRADING PROCESS. PERFORM EXCAVATION
AND FILL IN A MANNER AND SEQUENCE THAT WILL
PROVIDE PROPER DRAINAGE AT ALL TIMES.
3. WHERE INDICATED OR DIRECTED, STRIP TOPSOIL TO A
DEPTH OF 4 INCHES. REMOVE ALL SURFACE VEGETATION
OR STUMPS WITHIN THE CONSTRUCTION LIMITS. PLACE
FILL TO ESTABLISH SUBGRADE ELEVATIONS. IT MAY BE
NECESSARY TO PLACE FILL MATERIAL ON SURFACES THAT
ARE SATURATED.
4. DUE TO THE NATURE OF THE SOFT SOILS ON SITE,
PROOF ROLLING WILL NOT BE REQUIRED.
5. AFTER SUBGRADE ELEVATIONS ARE ESTABLISHED, PLACE
NON —WOVEN GEOTEXTILE FABRIC ALLOWING A MINIMUM OF
A 2 FT. OVERLAP OF FABRIC. GEOGRID SHALL BE
PLACED ON TOP OF THE NON —WOVEN GEOTEXTILE FABRIC
ALLOWING A MINIMUM OF A 2 FT OVERLAP OF GEOGRID.
THE CELLULAR CONFINEMENT IS TO BE PLACED ON TOP
OF THE GEOGRID AND FILLED WITH ABC STONE.
CONTINUE TO PLACE ABC STONE IN LIFTS OF 6 INCHES
OR LESS AND COMPACT TO A MINIMUM OF 85 PERCENT
OF ASTM D 698 MAXIMUM DRY DENSITY.
6. ALL FILL AT TIME OF PLACEMENT SHALL BE AT A
MOISTURE CONTENT RANGE OF +/— 3 PERCENT OF THE
OPTIMUM ESTABLISHED FROM LABORATORY TESTING. IN
NON— COHESIVE SOILS COMPACTION SHALL BE MADE WITH
2 TO 4 TON VIBRATORY DRUM ROLLER. WHEN
A
COMPACTION TAKES PLACE NEAR THE WATER TABLE,
VIBRATION SHOULD BE MINIMIZED ON NOT USED AT ALL
TO PREVENT WATER FROM INFILTRATING IN UPPER LAYERS.
7. AT LEAST 1 FIELD DENSITY TEST, ASTM D 698, SHALL BE
MADE FOR EACH 2,000 SQUARE FOOT OF EACH LIFT
WITHIN THE PAVEMENT AREA. A MINIMUM OF 1 TEST PER
LIFT IS REQUIRED.
8. ENSURE THAT VEHICULAR TRAFFIC IS LIMITED ON
PREPARED SURFACES TO AVOID WEAKENING UNDER TIRE
LOADING.
9. USE COMMON FILL MATERIALS AS REQUIRED TO MEET
FINISHED GRADES UNLESS NOTED OTHERWISE. COMMON
FILL MATERIAL IS CLASSIFIED BY ASTM D 2487 AS: GW,
GP, GM, GP —GM, GW —GM, GC, GP —GC, GM —GC, SW,
SW —SM, SP, SM, OR SP —SM, FREE OF DEBRIS, ROOTS,
WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT
UNSOUND PARTICLES, AND FROZEN, DELETERIOUS, OR
OBJECTIONABLE MATERIALS. UNLESS SPECIFIED
OTHERWISE, THE MAXIMUM PARTICLE DIAMETER SHALL NOT
EXCEED 1/3 THE LIFT THICKNESS AT THE INTENDED
LOCATION.
10. SELECT FILL MATERIAL IS CLASSIFIED BY ASTM D 2487
AS: GW, GP, SW, SP, SM, OR SP —SM. UNLESS
SPECIFIED OTHERWISE, THE MAXIMUM PARTICLE DIAMETER
SHALL NOT EXCEED 1/3 THE LIFT THICKNESS AT THE
INTENDED LOCATION.
5
Q
a
0
Z
0
U
N
EAL
APPROVED
' FOR COMMANDER NAVFAC '
ACTIVITY
CDR MARTIN HILL 5/7/12
SATISFACTORY TO
DEs KHB
IDRw KHB
I (-HK LMH
PM /DM LMH
BRANCH MANAGER
CHIEF ENO /ARCH EJG
FIRE PROTECTION
0 Q
Z
Q
z
� s
o
o U J
Q
°I°
U
Zzo
Z
II'
W
Iw
Z
O
Za
w
z
Z
~Q
�W
0Q
J
a O
Q z
Z
�J
la—
W
0�
Q
Oz
z
w
w
m
o
z
W
Elf
z
w
zW
C/)
o
D®
O p�
J
00-
a
w G
<
uj Z
W
�Q>
w �
c�
o > a
Q
w z a
CD
� �
Q
z
m
d
o g
m
SCALE: AS NOTED
EPROJECT NO. 1136793
CONSTR. CONTN. N� -.
XXXXXXXXX
NAVFAC DRAWING NO
12616293
SHEET 16 17
C -501
DRAWFORM REVISION: 10 MARCH 2009
0
C
i
LAI

r) �
J
0
T
w
Q
r
N
cv
O
<r`
0
T
0
a
a
w
O
d
a
0
w
Q
z
O
Q
3
w
Z
N
O
O7
U
O
U
a>
c
O
O
c
m
0
w
c
O
F-
O
O
Q
O
C
O
C
E
O
LL
T
O
U
N
O
D
N
00
00
CD
r
N
U
O
O
D
O
C
O
O
O
J
O
t
O
d
Q
Z
w
G
I �J `� `J