SW8020532_APPROVED PLANS_20031031

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW130a/k25Z_
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
_20,::Q A?
YYYYMM D D

VS
D h� \ _ - hh� • -
PP
��,�"�
��lh _ -- - 6
��10 h2h� 1�6 4 1`O �. 1 1�0 f jCs 7BM 113 (PKS)
s�' -t - _...-- r�' 1 -• 6 a _ - -. _ - 1� k h' f LEV. = 5.940
�6� CONCRETE SIDEWALKh h� hB �0 - - - 4 -- - g.0
n
PP- ��E. OH. ' INE �qq 1'P ` ---•-
ha -. ,\oe �h 5 S AREA �6� APPROXIMATE LI �T�h� � co �a
C_�=�:__:2 18 � h I• 0 Ir r . MH
gb Nth ��. , ; --. °O ��'cp OF GRADING, TYP.Xh�� 5.40 �� �I.
ASP L T PARKING LOT �# 5 • I � x� g
sae Q ' `,5.3 ± ■nand. Stu jai natrarirut.rrirri i uin+Mrr r�uaui�ririwrr siini�rtiuirr rr
x ah1 xh x
5
�w °
BUILDING 317
�o = 5.5 -- --- -- C.
,
[GE 5.650
Cn
I
x - C.O. •=:. a. __- xh.
h
Itto
1tox ;;17
to
�h
PP.�i
22
w F.F. EL. 5.925if
it
Nif
It
It
q� h• x
Its h�
- gk
�� x •
i-- G E 5.650 . GRASS ARLA
x GHAVE I
18 �1 PIAPRING Lo-
2 2 TY P . , e -STEAM BOX
a C) t. TEL. MH.
Fri
i
At
DI 1GF - 1
�h
ca t '
No . hW V 6 16 •. - w 1 ��
b_
DITCf I J_ 2 tK
i � a< �
CA"
5.30 Ie
GE 5.6501
x h• � a x
h h 1h
19
5.5
3.s- ' -�h� .h° �z �.� ' ' 4.0 • ,4.. PVMT. 67 q . \ c3� c�. �539
__ g N
h
Pip
WAS.
rral� �1I y �' •�jj',-`• •• .
TBA4 (PKS��_ X
ELEV. = 3..340 �h � �H STREE 1 10 �ti 15 � 4
Y, ', '5 x
it
11, Pip
( �0 N
6'5.
,
070
x�.
SHEL TERS
C
ff-' --
.1900
�j . Poll _
444 I yY
xVC
2.
10
I, L
�� , WOODEG A^' -A ix. �;
.�
Uj
CE-NTE-RLINE CATCH (TYP)
(b
I
„
7~_T:0.8.
STEAM
G
WOODEN AkL'A
SEE SHEET C11 FOR
DRAINAGE PROFILES
PRINTED g 2-9--0 3 OX
PARRER & ASSOCIATES INC
CONSULTING ENGINEERS LAIRD SURVEYORS LAND PLANNERS
P. O. BOX 97e JACKSONVIi.1.E NC 28541-0979
=1
AREA WITHIN
GRADING LIMITS
0.75 AC.
ZL-
t 1
TOP RIM -_ 5.810
!
SAN. MH.
TOP RIM = 5.218
IN V. 200A'%P(Nf) ? .:',fit, 3
IN✓.200RCP(SW)--- 1. /i8
L - . SAN. MH.
TOP RIM = 5.195
INV.900RCP(SE) 1.183'
4
E. TEL. MH.
TOP RIM = 6.056
TOP RIM = 3.623
NV 900(Cl)(N1N,)= '. 105
INV. 900(0)(SE) _ 1.080
THIS DOCUMENT ORIGINALLY ISSUED AND
SEALED BY GORDON R. McADAMS, P.E. #14125,
ON AUGUST 19, 2003. THIS MEDIA SHALL
NOT BE CONSIDERED A CERTIFIED DOCUMENT.
KEYED NOTES
(D CONC. WALK, TYP., SEE TYP. DETAILS ON SHT. C15
2 250mm ROOF DRAIN, TYP. o
3 CONCRETE RETAINING WALL.
4 457mm CMP STORM DRAIN W HEADWALL SEE 1 C11
5 NOT USED THIS SHEET
6 DROP INLET, SEE SHEET C18
7 381 mm OUTFALL DRAIN �h
no
8 PLANT FOREBAY AND DETENTION AREA AS INDICATED 5
ON 4/C 19. a
Q o
9 ROUTE NEW 381mm OUTLET PIPE BELOW NEW
STORM DRAIN PIPE, SEE 3/C 11.
10 ROUTE NEW 381 OUTLET PIPE ABOVE EXISTING .�
SEWER MAIN, SEE 3/C11.
1 1 CONCRETE STEPS SEE 2 C 11 .,,,'��jH �1T04�/%'�,'
ENGINEER
12 381 PVC, SEE SHEET C11 110338
MIS
13 381 mm PVC, SEE SHEET C11 -- '%r,rrM1111110 0
APPROVED
14 MATCH EL. OF EXISTING PVMT., SEE DETAIL OF
NEW PVMT. ADJACENT TO EXIST. PVMT, SHT C15. XWPY - SAO-WTO
15 PROVIDE SECURITY FENCE BARRIER, SEE SHEET C17 DAM
APPROVED
16 PROVIDE JOINTS IN &LK AS SPECIFIED, SEE TYP. FOR E
DETAILS, SHEET C15.
DATE
17 PROVIDE SECURITY GRILL AT HEADWALL AS INDICATED T9 DES" Ell
ON SHEET C18. DOW
THT wvEw
THT 0,
18 SWALE, 0.5% MIN. GRADE, SEE TYPICAL DETAIL, SHEET C18. THT � Aerie.
PROJECT t
19 FILL EXISTING DITCH TO ELEVATIONS SHOWN.
DESIGN DIRECTOR
20 RIPRAP OUTLET PROTECTION, SEE DETAIL . 2 C19a Q "
/
5 �
21 HEADWALL, HW# 1, SEE TYP. DETAIL SHEET C18 to
z z W
9 z o
22 SEE TYP. DOWNSPOUT DETAIL, SHEET C18. ¢ p
i -Cx r - 2cX)3
NOTE: o CY zz
Parker & AssociGtes, Inc. prepared plan o 0l
revisions to delete pond and and i#1.
z =z
z Q
revised storm drain exiting drop inlet Z
Remainder of plan is unchanged. z Of
D 00 CD
w
W
Parker & Associates, Inc. w _
Consulting Engineers - Land Surveyors - Land Planners z
P.O. Bo: 976 - 2BUl-0976 o CD
306 New Bridge Street - 26640 � � U
Jacksonville, North Carolina
Phone [phone] - Paz [phone] M
CODE i. NO. 800p1 SIZE D
scAM 1-30Q
GRAPHIC SCALE Ill NO.
( IN METERS ) P--150
p °�`a�•, j�{ f+'. r STA. PRO.i. NO.
6 0 3 6 12 18 24 30 4 SS %' .
4 � `•` • SPm NO. 05-99--9158
C01�7R OONYR. NO.
�;
s N62470-99-B-9158
J^ ifill MAWM NO.
1 300 �,:.� �r; 4463134
SHEET
OF
I
ll
z
0
z
W
w
X
N
0
0
0)
0
z
0
0
w
U)
RECEIVED
SEP 2$ 2003
w
DWQ
0
A
C.�
n
_o
Ls
t
T
z
W
ll_
5 1 4
3 i 2
1 DU*-MM05A"&N

6
4
2
0
6
O J
OLLJ
EXI TING RIVE _ Q
S
SLOP
� � _ 4
2
381inn, PVC @ 1% SLOPE
LIC'TiN
�, - --
APP OXIM TE EX STING
GR UN
D ELEVATION, TY _�-
D
o+000 owzo o+cao
SECTION THRU CULVERT (r�P DRIVE,
HORIZONTAL 1:100
VERTICAL 1:50
0+000 U+UZU
DROP 1
3 DETENTI
C-6 G11 ORIZONTAL 1: 300
VERTICAL 1:60 _
ROFILE
IJ
�.�
1
o+000 o+ozo o+oao
�q� HO BN PROFILE OF CONCRETE iiRNE
�6I��� HORIZONTAL 1: 300
VtKIICAL 1:60
4i
380mm DIA. BLACK IRON
PIPE HANDRAIL, EACH SIDE —
ftbl
EADWALL, HW# 1,
EE DETAIL, SHT C 18
2
l!J
0
LJ
150mm CHEEK WALLS
CONC. WALK
150
150
300
'2�
C-6C-1
280
lOZ 7
E
' M
t �- --- 50 m m
\----ABRASIVE NOSINGS
�
1
1
9
I o z
M o
V)
r, r, . :1, 1 • ._.�_ 2�a3 KBE w D
Via{ of
o 1jil.& YEE & ASSOCIATES INC
f- Ln CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS
P. O. BOX 976 JACKSONVIi. E NC 88W-0976
ur10
@ 300mm C.C. EACH WAY
PIPE SLEEVE —LEAD
200 12.5mm EXPANSION JOINT
TYP. CONCRETE STEP DETAIL
SCALE: NONE
CONIC. WALK
CD
12.5mm EXPANSION JOINT
SSI
VE
�L .1tv
0
�+ a
1
iliiil l{{{� 0
Parker and Associates, Inc. prepared plan 0
revisions to delete stormwater pond and '� s
revised storm drain exiting drop inlet P.
Remainder of plan is unchanged.
Parker & Associates, Inc.`
Consulting Engineers - Land Surveyors - Land Planners
P.O. Bo: 976 - 28541-0976
306 Naw Bridge Street - 28540
iacksonrllle. North Carolina
� Phone [phone] - Paz (910) 455-3"1
"5 H• IDL
ENGINEER
110338
APPIRMED
X MfY - SATUXTOW TO
DMTE
APPfWVM
4
2
DAZE
EM
TDES"
L_
DBW �,,,
�T�HTT REVIEW
3HT oc
THT CHU MICR./ OM
PRWECF MANAGM
Fft PRIMCWN
BRAWCH YANAM
DESIGN DIRECTOR
NV. EL. 4.
6
Z
z
5
U
z
o+ooa o+ozo o+oao o+oeo o+ose � g w
��PHQ BN ROOF DRAIN & STORM DRAIN PROFILE � a it o w
Ln
0
+
w
z
_
V
LL
0I
I)
�
-1 D
INC
V7
H
ADWA
L
INV.EL.
2.97
INV.
L. 2.90
_381MM
Storm
rain
i
1
o+000 0+020
HQ BN DROP INLET #1
TO ROADSIDE DITCH
HORIZONTAL 1: 300 ,���
VERTICAL 1:60 �J--%�
I _ i
ChHORIZONTAL 1: 300
6 VERTICAL 1:60
0
2
l'J
51
I FA
OF AP-0--- �"-m
11
Mwe
MM
[MM-.0
h OF a
,ME
I'm
h M1
IT,
o+000 0+020
HQ BN WEST
c-s ci, ROOF DRAIN PROFILE
HORIZONTAL 1: 300
VERTICAL 1:60
O
Q
w
O7
(2
0
0
6
0
2
za
m
O
z
z
Q
U
LiQ
Cn
4
¢
w
=
z
Cf)
00
:2
Lj
La_
O
z
m
c
Q
z
U
CODE ID. NQ. 80094 SIZE D
0+040 0+060 ScALE. As NOTED
EFD NO.
SM. PROJ. NO. P — 15 0
0 3 6SPEC. NO. 05--99-9158
CDNSM. Comm ND.
1 60 N62470-99-B-91583
6 0 3 6 12 18 2 4 3 0 NAWAC OWING No.
4463139
SNr s 0F _
1 : 300 1 -
C
0
LAJ
z
O
z
»
X
Q
N
0
CN
co
0
z
0
a
a
Li
Q
U
In
M
0
nn �
Q
N
LsJ
r`
a
z
J_

6TI19
v"p,
SHEET
NO.
NAVFAC
NO.
SHEET TITLE
T-1
XXXXXXX
TITLE SHEET INDEX AND VICINITY MAPS
T-2
XXXXXXX
LEGEND,
ABBREVIATIONS AND
GENERAL NOTES
PD , Lrl FT"
/V aT SsJ �j�l`
D--3
XXXXXXX
HQ BN
DEMOLITION PLAN
XXXXXXX
6:FH MARINE
GRADING AN9
MANAGE PLAN 7- N s&-r-
I��;
PLAN or y S
C-5
XXXXXXX
HQ BN
LAYOUT AND UTILITY
PLAN
C-6
XXXXXXX
HQ BN
GRADING AND DRAINAGE PLAN
1`i ar %N Ste'
• ate'
C-11
XXXXXXX
HQ BN
MISC. SECTIONS AND
DETAILS
ti}A , y.j Svr`
avi- 5V
`C
a N 5
5—
��- a 5
1.�oT Zrl S
C-18
XXXXXXX
TYP. DRAINAGE DETA LS
C-19
XXXXXXX
DETENTION BASIN DE:iAILS
C-20
XXXXXXX
HQ BN
DETENSION F ASIN SECTIONS
02F7 Zry iSS�
,ICJ iw
S56 -
6 q Y
y/.[ Se�
ME
i
L
u �\
4
IIEADQL P, ARTEI... S
ARMORIES
I
Imo! ♦
�s
/ Tom.
• :��r�
�6
\ �1
VICINITY MAP
No, TO SCALE
r
I.
r S•�
VICINITY MAP
NOT TO SCALE
TERRY
MICAS
a
RIVER
CAPE LOOKOUT
CAPE
ItATTERAS
r •.
y�4
.ti
�MCD,NCAMP
LOCATICN MAP -
AP
NOT TO SCALE
NOPTH CARPOLINA ROVED ENVIRONMENTAL
_ MANAGEMENT COMMISSION
i Dsvl J%}fy €')F WATER QUALITY ��.
AL
ih d, 5k- i " E . 15738 a
S W 8 U w;vQ`-� Z six F0t sltreMU WwAmolT
sly ®a OLY ALL OnHIM SIX
OM FFARM ARE IT 011M
A armv
L
W Q
o
Z fV
W
r
W
0c
L
O�
Wco
W
f-
z
0
N
be 0
U V
W
0 It
t
N
0
3Wa
W
OD W N
O to
cr
M3
p-
�F
APPROVED
ACTIVITY - SATISFACTORY TO
DATE
APPROVED
DATE
EFD
THT DEs,GN
DBW DRAWN
THT REVIEW
THT oc
THT CHIEF ARCH./ ENCR.
PROJECT MANAGER
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
o a U
a z Z
o LL
z Y J
LLj
a
W o z _W
z
W z (L
En Y
W V
a
a �
;Z z
�o a L)
or
Li = z
U w
Z Z
Q z
Q w 2 w
Z �" I
Z) ()o (/)
W Lc1
Ld w
z �.
0 0
W N U
a m
W Q U
o z
CODE ID. NO. 80091 SIZE O
sc&E- NOTED
EFD NO.
STA. PROJ. NO, P-150
SPEC. NO_ XX—XX—XXXX
CONSTR. CONTR, NO.
N62470-XX-X-XXXX
NAVFAC DRAWING NO.
XXXXXXX
SHEET 1 OF 30
T-1
Alm
C �
Bc
A�

4
D __.
C
A

4. TEL. MH.
TOP RIM = 5.810
QE. SAN. MH.
TOP RIM = 5.218
INV.20ORCP(NE)=1.783
INV.200RCP(SW)=1.778
21E. SAN. MH.
TOP RIM = 5.195
INV.200RCP(NW)=1.193
INV.900RCP(SE)=1. 183
4 TEL. MH.
TOP RIM = 6.056
z
Pp
BUILDING 317
ik"q
5
r
i
E: SAN. MH.
TOP RIM 3.623
�1 1
m
=
INV.900(CI)(NW)=1.105
INV.900(CI)(SE)=1.080
r
PP!
-
o"5 1
�
�• r
'
r
1
9
C!k
v
1
k
200 E. W.
4.
KEYED DEMOLITION NOTES
d
w
0
0
a
a
a
w
0
1 � 1
�• SEEING
A v IV, M_..
•�' • • 1210
•
Ir
in
tj cota
i♦r♦♦♦�♦V♦L♦J1J♦��!r�_�Ort�)�TV
lop
♦♦♦♦♦♦♦♦♦V♦♦4�4�♦♦♦,♦♦♦♦♦♦♦♦� Q i
ii♦♦i.) ..►.. ♦i..♦w♦wiwi.� OAll
►�+♦♦♦� 1<r►2♦r♦r�+ �►a
sis
Ell INV.
00
t t Q♦ ��C
♦♦♦�►r♦r►♦Wi►�i►♦�:�♦ V
BLDG. 339
lb-
%�x D�_..N_JIp�� 0 ON
TOS '
TjCH ji
h•
Mg E
—h
xj 4)
Y\
`
6h ELE� P 3.340 �h "H" STREET ` x�`L rk� ' r r_��, = 4 O` — To S
Dk •
x
it. or
— • - — - - �, P -- - - - - _ _ --,1--�_ .. � . � 1 ` - - _.�6 � c�, '�, tx • posh x
- . - - �, �- - lk
h T. 4. B� - g `� - _ _ x 'y°`� �g ��1 p��hTBM # 1 (PKS) bi k� �} 5
6 ELEV. - 4.375 C x
xti - 3
x5 s (o 0 6� y STEAM BOX
ti SHELTERS '5• �9 35 p6
3 �10 �I \*900 _ _� .0
CONSTRUCTION LIMITS l �
'1 E. SAN. MH. l 1 �� pp '•- , ,• ` ` �' -T `� 0�
.). Q _ _ �,y�l
x�� x��0 x41�j WOODED AREA
.0
r - - ^ IN • WOODED AREA
1 x I'1 6
N. U CL
1 m j TOP OF BANK (TYP)
CENTERLINE DITCH (TYP)
I
GRAPHIC SCALE
( IN METERS )
6 0 3 6 12 18
1 :300
1111
ZH C..... Z,�,, /
SEAL
15738 �� a
SEAL FIR 5iplil'tI11ER MANA(;f1ENT
SYM OEM ONLY ALL OTIFR SITE
OEM RAIURES ARE BY OTNERS•
WE tiOwn izi�rc we PjL
DATE
TO DESIGN
DBW DRAWN
THT REVIEW
THT oc
THT CHIEF ARCH./ ENGR-
PROJECT MANAGER
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
Z ¢
z
U
Z
U
J
1 /1
L, o
W 0
z L�
z
zz
O
�
O
J
a
i�
Q Z
Q
o
z
o
=
mZ
U
0
_O
O~
Z
Z
�
a
�
g
Q
=
0
w
Z
00
W
J w
w
F- z
tl
o LD
<
z
W
U
-'
m
� ¢
o z
U
CODE ID. NO. 80091
SIZE D
SCALE: 1:300
EFO NO.
STA. PROJ. NO. P-1 50
SPEC. NO. XX—XX—XXXX
CONSTR. CONTR. NO.
N62470-XX--X-XXXX
NAVFAC DRAWING NO.
XXXXXXX
51 5 OF
D-3
I
C
Ai
w
z
z
(A
IL
w
i
X
N
o_
z
0
0
w
a
V)
i
0
Q
U
GO
0
A J.
0
Ni
N
w
M
Q
z
w
J_
LL.
3 2 1 WA�, REVIS N 05 &OW N
4

E. W.
Ai
E. TEL. MH.
TOP RIM = 5.810
Zk SAN. MH.
TOP RIM = 5.218
INV. 20ORCP(NE) = 1.783
INV.20ORCP(SW)= 1.778
"E. SAN. MH.
TOP RIM = 5.195
INV.200RCP(NW)= 1. 193
INV.90ORCP(SE)= 1. 185
zi�E. TEL. MH.
TOP RIM = 6.056
Q E. SAN. MH.
TOP RIM = 3.623
INV.900(CI)(NW)= 1. 105
INV. 900(CI)(SE)=1.080
W. V.
�W. V.
T.0.8•
I
� CONTOUR 2.5
BUILDING J26
.i .i
PF PKS TBM J3 (PKS)
ELEV. = 5.940
BETE SIDEWALK - W
lPP
��■■■■■■■■■ ■ !■� Hies --
6.i0 U 2 GRASS
z
■
6.10
llW � ■
BUILDING 317 } ~ ■ 20.8 14 ■
■ i 1.2M WIDE ■
}t 15
PP ■ O E. i
r �� �■ 14 F. EL. 5.840 ■ �
��' 7 1 i 3 ■ �o �� �,
Q100mmPVC ■ ���'
�}a 1 ■
0
W. 1.2M WIDE
cONc• ti 2.033
So 2 '� 2.8
13
■ ,� 7 1 1.8 A • 4.2 „/ ,■ BLDG.9.1 g9
■ IDS 'P0C ■
- l 3
W. v. 13 ■
T.O.B. OPP • } 150mrri�`
2.
PP
Z i
.15--
[/Iv�
ti} Y
E. SA MEOW
20o 21 . W 100mm 1 g 20 ■ R= .8 , TYP. 6.10
*1 14 � ■
16
.1:a.
TBM (PKS) "H STRE .,
ELEV. = 3.340 i 1 10 0.7_
lj�ti} 18
•'.-...-. ... +rt.. . ..---- ..... cJi' 6
.
5. 5 ......
�.. �..... . ti .. 4 T . T O TBM # i (PKS
B. EL EV - 4.37
2 3.8 = 6.
38.48 + } 12 STEAM BOX,
13.0
STORMWATER DETENTION BASIN } }� Q3
900 } WOODED AREA
29.0 R=3.0 E. SAN. MH. ` }
0
a
z
II
}} 1 KEYED NOTES DETAIL B
_ _ ago1Q PRECAST CONCRETE MANHOLE, SEE TYP. MANHOLE DETAIL,
'0"..._� `''� SHT Cis.
02 CAST CONC. BASE PRIOR TO SETTING MANHOLE SEGMENT. 150 MIN.
Lu SEE TYP. MANHOLE DETAILS FOR DIMENSIONS. '�-
o
sECTM W MAW UMff O3 BREAK OUT SEGMENTS OF EXISTING SEWER LINE AFTER
SETTING MANHOLE SECTION.
nA CAST OPENING IN MANHOLE SECTION LARGE ENOUGH TO
FIT OVER EXISTING SEWER. GROUT ANNULAR SPACE AFTER
INSTALLATION OF MANHOLE SEGMENT.
GENERAL NOTES:
a
(1) UTILITY LOCATIONS SHOWN ON THIS DRAWING (2) FUEL LINES, STEAM LINES, NATURAL 4
EXTEND FROM THE P.O.C. OF THE EXISTING GAS, ELECTRICAL ARE NOT SHOWN
UTILITY TO APPROXIMATELY 1.5 METERS FROM ON THIS SITE PLAN. REFER TO
THE FACE OF THE BUILDING. UTILITIES FROM APPLICABLE MECHANICAL AND
THIS POINT TO INSIDE THE BUILDING ARE ELECTRICAL SITE PLANS FOR ADDITIONAL o
COVERED UNDER THE APPLICABLE DRAWINGS UTILMES.
AND SPECIFICATIONS OF THE SPECIFIC TRADE - o 2
INVOLVED. (3)SEE ELECTRICAL DRAWINGS FOR RELOCATED
OVERHEAD UTILITIES.
0 E. TEL MH-
0
KEYED NOTES
GRASS AREA
GRAVEL
PARKING LOT
STEAM BOX
5 GROUT OR CONCRETE FOR CHANNELIZATION EXISTING SEWER PIPE
� Q TO REMAIN
SEE TYP. MANHOLE DETAIL, SHEET C16.
�O
Q 0 PROVIDE RESILJENT CONNECTION AROUND PIPE PRIOR
GRAPHIC SCALE TO PLACING CONCRETE OR GROUT.
IN METERS )10 24 30 SANITARY SEWER MANHOLE
6 D 311
1 : 300
B INSTALL
C-5 SCALE: NONE
ER EXIS
9 C6
WER
D CONC. WALK, TYP., SEE TYP. DETAIL, SHT C15.
m 3 �4
3 L�
2 CONCRETE STEPS, SEE 2/C11 z 00
E
CONCRETE RETAINING WALL W a z L,(31
3 W wM
E .N
W
z -
4 NOT USED THIS SHEET o� r- M o
s 3�
O 3a
W wWo,
co
200mm WET TAP 0 POINT OF CONNECTION �'
5
SEE TYP. DETAILS ON SHEET C16.
•I
fi 200xl5Omm WET TAP 0 POINT OF CONNECTION,
PROVIDE POST INDICATOR W/ VALVE. SEE
TYP. DETAILS ON SHEET C16. PROVIDE (2) C
BOLLARDS AT POST INDICATOR VALVE
7 CONSTRUCT NEW MANHOLE OVER EXIST.
SEWER. SEE B/C5. SEAL
APPROVED
8 NOT USED THIS SHEET
ACTIVITY -SATISFACTORY TO
9 NOT USED THIS SHEET DATE
APPROVED
10 ASPHALT PARKING AREA, SEE TYP. BIT. PVMT. SECTION FOR EFO FOR COMMANDER NAVFAC
ON SHT. C15 DATE
11 100 mm WHITE STRIPE, 7 115 mm LONG, TYP. T9f DESIGN EFD
DBW DRAWN
THT REVIEW
THT oc
12 CONCRETE PARKINS BLOCK, SEE TYP. DETAIL SHT Cl 5. THT CHIEF ARCH., ENGR.
PROJECT MIANAGER
FIRE PROTECTION
BRANC13 SEE PLUMBING DRAWINGS FOR CONTINUATION DESIGN DIRECMANAGTOR
DESIGN DIRECFOR
C) a U
14 75mm THICK CRUSHED STONE, TYP.0 Ofw B
PROVIDE NEW SECURITY FENCE AS INDICATED, SEE TYP. w o
15LLj
DETAILS ON SHEET Cl 7LLJ
. o
LLLJ Y 0
PROVIDE NEW 4.5m CANT. GATE, SEE TYP. DETAIL SHT Cl 7. a
w Z
17 PROVIDE NEW 1.8m PERSONNEL GATE, SEE TYP. DETAIL, a o Q a
D
SHT. C17. > Cy
18 PROVIDE PAINTED CROSSWALK, SEE TYP. DETAILS, SHT C15. MD
`'J U 0Z0
19 FIRE DEPARTMENT CONNECTION W/ (2) BOLLARDS, SEE TYP. z z
DETAIL SHT C16. g o
D 20 FIRE HYDRANT, SEE TYP. DETAIL SHT C16. Q W = r
Z
D co
2 PROVIDE NEW 3.66m DOUBLE SWING GATE, SEE TYP.ui
21 DETAIL, SHT. C 17. J
i 1 1' ►1
`dal
8 I 7 _ I 6 I 5 I 4 I 3 I 2
Z
o_
O
0
( WD
z FQ
W U)
U
M
a Q
m
a Q
0
�,,tttti�titt�/n rruflNi/Z
W Z
ir
`O` • 4J.�f •-''`��� '!i
CODE ID. NO. 80091
SIZE D
' '• y' '
SCALE: 1:300
'• Ef�'.L
EFD NO.
'i.
STA PROJ. N0. P-1 SO
v GG
�!�GIcSG�'•�`��\
SPEC_ NO. )(X-XX-XXXX
CONSTR. CONTR. NO.
��i�iiiii�ilf'�cy�,•uti�r:;,����``\\
N62470-XX-X-XXXX
NAVFAc DRAWING NO.
sEx FORsio�mt uiw�
xxxxxxX
snu MM OMLT. Al om sm
OEM FEA11M ARE BY OAERS.
SHEET 10 of
ram,
C-5
1 DRM*X M W .PW IN
W
Z
O
Z
x
0
0
Z
0
Q
LEI
U)
0
a
U
V)
r-
O
a
0
U
I
N
EL]
Q
z
Ld
LL-

BUILDING 317
APPROXIMATE LIMITS OF OFFSITE
AREA DRAINING TO POND
59328 SF f
W. V. cIprc
017CH
1w. V.
T.O.B
200 E. W. wW V.��, I _ - - --- -
0 0 �*#-- •' "H" STREET
,000j �,
z
- Q
' lU
PP t-
i ,
_ ,d
_ 1
E. SANMH.
1 L�
-- i --
ry
w .000 �- - - -- -
-;4
oo
IRA/ i G NW 381 M 1
s
-ft
ft
14 4
OUTLET PPE ABaVE
cam wM
II■II■�fl�lf■11■!1 11■ll■11■III�II 1 + � �,+r�� + � i � � � rSEM
. - - - � _ ■If■fl�llr�ll■fl�uivar..�..— + � � r � � _ � y r
SIDEWALK
AREA
BUILDING 326
_J
APPROXIMATE LIMITS
/\r AAA/\\.A w\r\
LINE
Tav # 1 (PKS
ELEL: = 4.37
v
J
3
Z �
o -
U
PKS TBM #3 (PKS)
J ELEV. = 5.940
KEYED NOTES
Oj CONC. WALK, TYP-, SEE TYP. DETAILS ON SHT. C15
O2 250mm ROOF DRAIN, TYP.
O3 CONCRETE RETAINING WALL
O4 457mm CMP STORM DRAIN W/ HEADWALL, SEE 1/C11
O NOT USED THIS SHEEP
O6 DROP INLET, SE SHEET C18
QE.
TEE. MH. O 381 mm OUTFACE DRAIN
O8 PLANT FOREBAY AND DETENTION BASIN
� GRASS AREA yVN yyETIgND PLANTS AS INDICATED ON
GRAVEL 4/C1 9.
PARKING LOT
O NOT USED THIS SHEET
AMINAGE AREA
89018 SF, 0.87 ACRES NOT USED THIS SHEEP
BLDG. 339
TOP OF BANK (TYP)
ak
Ld
o
�
0
rn
SEM
OF GRADING, TYP.
N ,, % WOODED AREA
TYP. DETAIL, SHT C18
8 I 7 I 6 I 5 I 4
11 CONCRETE STEPS, SEE 2/C11.
12 NOT USED THIS SHEET
13 NOT USED THIS SHEEP
14 MATCH EL OF EXISTING P'VMT., SEE DETAIL OF
NEW P'Vti1T. ADJACENT TO EXIST. PVMT'., SHT C15.
15 PROVIDE SECUfv'iY FENCE BARRIER, SEE SHEET C17
Z
0
U)
ow-
rL
cr
(A
6
m
�Q
cN
E
w
=
rc
p
11n�� i
Q o
d�+
w
to
cn
YJ
W
`W
i go
ELLJ
V~r
Z
`vl
�iMn
S?
N
V
y
O Y
Vl 0` o It
O
0 J
O 3z�
w I
w ao wIN
r �Uto
am
APPROVED
DATE
APPROVED
I
L
DATE
fi PROVIDE JOINTS' IN WALK AS SPECIFIED, SEE TYP. THT JkA DESIGN EFD
DETAILS, SHEET C15. 7QBw DRAWN
I Cl l JK REVIEW
1 NOT USED THIS SHEET THT oc
THT CHIEF ARCH./ ENGR.
PRECT18 SWALE, 0.5% MIN. GRADE, SEE TYPICAL DETAIL, SHEET C18. FIREPROTEECNTI�ONR
BRANCH MANAGER
19 FILL EXISTING DITCH TO ELEVATIONS SHOWN. DESIGN DIRECTOR
a a V
a z Z
B
20 RIPRAP OUTLET PROTECTION, SEE DETAIL 2/C19.Lj
Z Y /A
Llj
21 HEADWALL,HW 1 SEE TYP. DETAIL SHEET C) o w
EET C 18 W z
w
E. TEL. MH. V 0 z
TOP RIM = 5.810 < � z zz
2
E. SAN, MH.
TOP RIM = 5.218
INV.200RCP(NE)= 7.783
INV.200RCP(5W)= 1.778
3
L SAN. MH.
TOP RIM = 5.195
INV.200RCP(NW)= 1. 193
INV.900RCP(SE)= 1. 183 IA,,
E. TEL MH. Q
TOP RIM = 6.056
5
E. SAN, MH.
TOP RIM = 3.623
INV.900(CI)(NW)= 1. 105 GRAPHIC SCALE
INV 900(CI)(SE)= 1.080 IN METERS )
6 0 3 6 12 18 24 30
1 :300
l�1
,1.1.11,1., . ►.111 �
3 1 2
4
Q Z
[�-
�
z0
QLLj
W
10�
>
0
z
X
1-7
02
mQf
t
C3
r
Z
Q
z
a
z
Q
_
_Z
<
0
Ld
Ld
Z
th
a
U)
W
M�
w
rr]
z
w
J
=
Il
r
z
a o
a -
r F
U
LLj
Q
V
M
U
F- a
m
Ln
��m��tt��rrur>lruru
o z
g
0
��„
11• CA�
"O`x
CODE ID. N0. $0091
SIZE
r'iryrE
:300
Q
�-
�-
O
3 �tiJIJ V NO. P— 1 50
U
Q/� �t (7XX—XX-XXXX
`��'r'
1�r�..
NTR. N0.
Ld
r
�
llt�� �` ���`�0-XX-X-XXXX
AWING NO.
r
SEAL FOR STORM 10 MANAGE W
X XX X X X X
SYSTEM OEm O![Y. ALL 0M 9TE
W
OE51GIl FEARKS ARE BY UKM
SHEET 1 OF
a
z
M1741J0.1�7".OY!
C s S
u-
1
OW 1 $11EVOON 05 A-ft ■

4
2
4
2
INV. EL. 2.3
4
-0+020 0+000 0+020
1 SECTION THRU CULV
HORIZONTAL 1:100
VERTICAL 1:50
T 0 D
Zcq
- NEW 457
STORK DRAIN
APPROXIMATE
EY'ISTI
G
NISH G
GROUNDELEVATION,
TYP.
381 mm PVC ® 1.43%
W. EL.
.9
PE
M POOL EL.
2.0
900
(Cl) E. SAN.
-
-
DE
NTION BAST
0+000
0+020 0+040
HQ BN DROP INLET TO DETENTION POND PROFILE
2
0+040
380mm DIA. BLACK IRON
s PIPE HANDRAIL, EACH SIDE
4
2 150mm CHEEK WALLS
280
1 N
E 00
150 00,
doo op
150
ow
C-11 HORIZONTAL 1: 300
VERTICAL 1:60
nLL-
- D
c-_
--
-
-
O
�?
p
CMP CUL
- -
4
2
c
In
qr
0
CONC. WALK
L J �+
12.5mm EXPANSION JOINT
1 '
0.
`--- 50mm
\--ABRASIVE NOSINGS
vv L- L'V
ZJ�{
�
CONC. WNJC
10mm BARS A 300mmJ C.C. EACH WAY
300
—J PIPE SLEEVE —LEAD
200 12.5mm EXPANSION JOINT
K'2"* TYP. CONCRETE STEP DETAIL
C-1 1 SCALE: NONE
-
Z
-- --
FINISH
-
GRADE z
CL
O_
- -
� APPROXI
--
TE EXISTING
'
- i O
O
� -
-- --
- -
o,
M
-------- ---- -
------- --
0 0
--EL 3.
INV. EL. 4.
k\]W.EL
N
INV,_JEL. - 2,
PVC A
RUNES
200mm PVC
® 2.86%
.3 381 mm PVC 0
0.77%
s 4
4 2
o+000 0+020 o+oao
/0004 HQ. BN PROFILE OF CONCRETE DRIVE
�-� � HORIZONTAL 1: 300
VERTICAL 1:60
8 I 7 I 6 I 5
o+000 a+ozo o+ao
HQ BN ROOF & STORM DRAIN PRO
HORIZONTAL 1: 300
VERTICAL 1:60
cn
z
0
w
D
Z
0
�
a
U
in
W
L]
0
Ea
w
E
Q
z
W
v
-v
W 2
V
t- f7
w Co
Q JLLJ
z
N
a
;
W h
N n
O
V)
`s
rroqr
o �n
s
O
3Z?
W
mw�
-0FD
F-
im
am
.w
C
APPROVED
ACTMTY - SATISFACTORY TO
DATE
APPROVED
DATE
A/E EFD
THT DESIGN
DQW DRAWN
4
THT REVIEW
THT Ix
.,_._Ll,11 _ CHIEF ARCH./ ENGR.
PROJECT MANAGER
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
2
z Q
zZ
B
Ld
z
J
Y W o�
VZW..tL
W0+060 0+080 iz Zz N o
w
z
FILE 0 0 N
a I LLI
W
FINISHE GRADE APPRoxi TE EXISTING GROUND,
Zco
— TYPO
o�
INV, EL. 4.fi
NV. R. 15.0 -- -- 200mm PVC 0 4.70%
W. EL. .3 a� N 100mm PC SANITARY
-- S ER UNE - _ _ - -
o+aoo o+ozo
HQ BN WEST ROOF DRAIN
C HORIZONTAL 1: 300
VERTICAL 1:60
4
o+ao
PROFILE
3
Z
Q
X
-
z0
pr
o
�
=
za
ZD
m�
s
U
d
Z �
=o
Q
Z
a
w
o
nuttiffru/111/z�,,
Ott_CA,o %,,
�
Q
=
V
a
W
LLJ
LL
f��/ �E11 i `. • r
�����/�//Illffff
0
a
Q
CO
J
144111�1
W
�
U
U
SM FIN STpMIM WAAMMoff
S1tSTEl1 WSM CIL1f. ALL UM SRE
DESM FEAMIES ARE BY 07MM
a
o
*
z
U
►—
0p
2
} wl
�LJ
a-
A a
{ �7
CODE
ID. NO.
80091
SIZE
D
SSE- AS NOTED
o
EFD
NO.
r
0 1 OSTA. PROJ. NO. P-1 50 U
T 60
O 3 6 SPEC, NO. XX-XX-XXXX I
CONSTR. CONTR. NO. Lil
1 60 N62470-XX-X-XXXX
6 0 3 6 12 18 24 30 NAVFAC DRAWING NO. .—
XXXXXXX
SHEET 16 OF
1 :300 W
I2 I 1 DPLWVft KVISIM 05ARMft

LIFT BARS
T"—T-1--1--1—_ 7-7
-L——I=—I--�-_�-
Iili�l I I ( III
+- I --h-- — — —- , 4
I 'L_l___L___I_ _1___1___L_,
14mm @ 230mm O.C. 14mm @ 230mm O.C.
PLAN OF COVER
127
e 4
.--T�r4—�— —.-- 152
4 c
25
ELEVATION OF COVER 159
-------------- 14MM
14mm @ 230mm O.C., E.W.'
SECTION B-B
N •'
z
z 11
Y Li! N
CV
UD
(n N W
o+ oQ Q
li
C-' 114
� A
1
"05
SIDE 3 —
SKEW
ANGLE - ----
II w
—CD
14mm, TYP. L' 14mm, TYP. @ II
CORNER - _ -A A
FT
I SIDE 1 I B�
f I
PLAN
W1-3
D OR SPAN +2T
152 114
COS SKEW ANGLE)114
152
SIDE 1 OR SIDE 3,
WHICHEVER IS LARGER)
TOP
TYP.
I COVER IN PLACE
_
ELEVATION
14mm
��/ 14mm,`--, 76.2m
°
41
TYP.
e
a
D (OR SPAN)
T T
4
14mm
o
50mm
a
14mm
MIN.
a I
H.
4
SECTION A -A
14mm @ 230mm
O.C., E.W.
TYP. JUNCTION BOX DETAIL
scuE-. NONE
40 VARIES
146,
VAR ES
\ 6
NOTE:
VEGETATE SWALES IN ACCORDANCE WITH
SPECIFICATION SECTION 02823, RE-ESTABLISHING
VEGETATION.
TYP. SWALE DETAIL
SCALE; NONE
i
10, TYP.
25 GROUT —�
• tn__— n ^
LIF I IJAH
OVERALL LENGTH = 762
2 REQUIRED PER BOX
EXISTING GROUND SURFACE,
SLOPE TO INLET GRATE AS
INDICATED
FRAME AND GRATING
�N=FTOP GRADE
d D
600 SQUARE
v
4
200
D r
_----- b-- b OUNDED ENTRANCE
,,,�T
— — — — — — — —
.. FLU � �
4 INV ELEV OF 4 FLOW
CATCH BASIN
Ti-IS INV ELEV b,
In
N
N
150 WATERSTOP
CONTINUOUS -
OF OUTLET
b9z
#13 AT 300
ON CENTER EACH WAY
PROVIDE 40 CLEAR
(450 PIPE AND SMALLER)
DROP INLET
NOT TO SCALE
CAPACITY TABLE
HEAD
C PACITY
mm
L Second
60
65
120
95
180
115
240
135
300
150
152 REINF. CONC. (R.C.)
l , _305_ I 152mm
\ 457 1
' I j WARP GUTTER
I I 1 I I TO MATCH INLET
PLAN OPENING
I—+~ A 152 MIN.--203 MAX.
VARIES
OPENING WIDTH PLUS 178
PT-
- — ---
I ' _z
ME
- LT152
ll NI STD. OPENING WIDTH 102 REINF.
CONC.
OPENING WIDTH + 102 w
PIPE IT I
INVERT CONSTRUCTION*
— — JOINT
L_A
FRONT ELEVATION
�►
SET TO TOP OF CURB ELEV.
514mm 152mm REINF. CONC. (R.C.)
152mm R.C. 483
CURB HEIGHT
152mm MIN.
CURB HEIGHT
MAX. I PLUS 50mm
z SLOPE r ' •,
co I 152
127 CONSTRUCTION
JOINT
TO STORM SEWER I I TO STORM SEWER
INV. EL. - PIPE DIA. VARIES
203
ti•
152 R.0 � - 610mm F 1152 R.C.
SEE NOTE
SECTION A -A
NOTE: NUMBER AND LOCATION OF PIPES VARIES.
TYP. CURB INLET DETAIL -
SCALE: NONE
BREAK OFF GROOVE
OR BELL END
4 -
D D
R
PIPE BARREL
ROUNDED ENTRANCE
(UPSTREAM HEADWALLS ONLY)
SLOPE SWALE BEHIND
DOWNSTREAM HEADWALL AS SHOWN -
HEADWALL 1 V: 48H
PROVIDE ROUNDED ENTRANCE FOR
UPSTREAM
HEADWALL (SEE DETAIL)
e
w
\ \\�
0
CD p
0
LLJ =
00
0
Ct
I
L_1 --- I
_--—J
© O
I
/
300 \
I
p p
11L
D
9
\
Q o
v
P
00
b
v �_•,
L------
P �
ELEVATION
5
EACH #13 FRONT
B
FACE
ONLY
c-r-r►Tlnp i
ALL SLOPES
S=1.5:1
S=2:1
S=3:1
D
H
A
B
C
R
L
L
L
200
500
200
300ED
1'050
1250
1650
250
550
200
300
1200
145D
195D
300
600
250
400
1350
1650
2250
375
675
250
400
100
55
1575
1950
2700
450
750
250
475
150
70
1800
2250
3200
525
825
300
500
150
80
2025
2550
3700
6001
900
300
525
150
90
2250
2900
4100
675
975
350
600
200
100
2475
3200
4600
750
1050
375
625
200
115
2700
3500
5000
900
1200
1 450
700
250
140
3200
4100
6000
10501350
450
775
300
160
3700
4700
6900
CONCRETE HEADWALL (TYPE "HW1"
SCALE: NONE
W
0
(n
Z
in
oof
W
0
LAO
v)
Lij0=
v
z
a o
U W Of
z Q�
Q 2�It
O 3w
I
W ���
SEAL
APPROVED
ACTIVITY - SATISFACIORY TO
DATE
III
APPROVED
DATE
A/E
EFD
THT DESIGN
DBW DRAWN
THT REVIEW
THT Dc
THT CHEF
ARCH./ ENGR.
PROJECT MANAGER
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
n Q
jz
z
U
Z
o >
Li
V)
z
_j
Li
w o
Z '1
z
0
0
O
vl z
(1)
Y
Lu
W
J
Q
Q
¢O
Z
Z
Q
m
w
0
o
cy
wrn
v
2
U
z
0
�
Z
0
�
Q
d
Q
}
w
F_
z =
w
z
Lu Lu 00
W
�
w
z
0 o
0
W
cc) i—
Q
m Lo
a Q
U
o z
�
CODE ID. NO. 80091
1 SIZE
D
SCALE: AS NOTED
D NO.
STA. PROJ. NO. P—
1 50
SPEC_ N0, XX—XX-XXXX
CONSTR, CONTR. NO.
N62470-XX-X-XXXX
NAVFAC DRAWING NO.
XXXXXXX
SHEET 23 OF
c "`
QQ
U
ONE
wo,
I.'
A
Q I
-7 I
I
I
d
I
I

1�
76
7
A
1 372
200x6 STEEL
1- -4 -1-
1
r-i-r.-I-
PLAN
450mm
200 X 6 STEEL F[
20mm GALV. BOLT,
AP. OF 4
#20 @ 100mm,
O.C., E.W., TYP.
50m R
LUENT CONTROL STRUCTU
SCALE: 1:6
MINOR
�.,
ENGINEERING
FABRIC
RIPRAF
NOTE:
1. REPAIR ALL TEARS IN FILTER FABRIC BY OVERLAPPING
ANOTHER PIECE OF FABRIC AT LEAST 305mm. IF DAMAGE IS
EXTENSIVE, REPLACE ENTIRE FABRIC
2. RIPRAP SHALL BE FIELD OR ROUGH QUARRY STONE. IT
SHALL BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT
AND WELL GRADED.
3. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE
RECEIVING STREAM AND STRAIGHT THROUGHOUT ITS LENGTH.
4. PROVIDE MINIMUM LENGTH OF 10 METERS OF RIPRAP ALONG
FLOW LINE.
21 OUTLET PROTECTION DETAIL
C-1 9! SCALE: NONE
18-f
.8 1.8 1.
ENGINEERING 457m RIPRAP
FABRIC FOREBAY
2.4 2.4
MIN. 7.83-f-- MIN.
�illillilillillillillillllllllllllllillllllliilililllllllllllllllllilljlll11111111 !1)
1�
MIN.
TRASH SCREEN
#20 @ 100mm, O.C., E.W., TYP.
200 X 6 STEEL R
15
STAINLESS STEEL
& SDRAPE CLOTH
1000 x 9 GALVANIZED
STEEL e -ANTI-SEEP � A A A ZA��j
COLLAR
305 _ 1000mm _ _ 1000mm _
SEE PLAN FOR ELEVATION
SEE PLAN FOR ELEVATION
381mm CMP-/ a
n a 4
DRAIN PIPE
1000mm WIDE x 305mm THICK
CONCRETE ANCHORAGE
FOR PIPE
(4) 12mm TYP.
1 37'
a
a
C-19
EMERGENCY SPILLWAY
31 TYP. SPILLWAY SECTIONS 5
C-19J SCALE: NONE �-19
a,
c, a
n a d
V A
SECTION A -A
1.22x 1.22
3.40 6TH TOP OF RISER ELEVATION
-20mm GALV. BOLT, 5.85 8TH
TYP. OF 4 2.50 HQ)
3.25 6TH TEMPORARY POOL ELEVATION
2.21 HQ)
17 2.92 6TH PERMANENT POOL ELEVATION,
5.42 (8TH)
2.00 (HQ)
PVC ORIFICE 38mm 6TH 1 1 2 inches
35mm (8TH) [1 3/8 linches]
25mm (HQ) [1 inches]
PRECAST DRAINAGE
STRUCTURE/RISER
305- 1.40 (6TH) INVERT OUT 381 MM CMP
4.50 8TH)
1.70 (HQ)
305
LIZARDTAIL, 3.8 LITER
CONTAINER @ 610 O.C.
J.
3.65$­I'
SECTION
'10
TOP OF BANK-`
EDGE OF WATER
VEGETATE ALL OTHER DISTURBED
AREAS IN ACCORDANCE WITH
THE PROJECT VEGETATION PLAN.
SEE SPECIFICATION SECTION 02823.
SCALE: NONE
1.40 (6TH) BOTTOM RISER
3.89 8TH)
1.00 HQ)
ND PLANTING DET
OUTLINE OF
RIPRAP, TYP.
1 372�Y
381 MM CMP
SCALE: NONE
2037e-2037e-20
_r1.2.5 MAX.
EDGE OF
BENCH
,,,,uCAR
SEAL
15736 t
EV IN uu\`\\\•
M& FOR SrOOMU MM OE M
SI51f11 DIESM (PLY ALL OW 511E
DEM FEAIM AM er ORM
;}AM Lu
-�� FAXLU-b0
w
I,
W
0
U
♦n
W
W
=
a
t
cn
O Y
U1
a
v, p
o
�$
C � o n
,�
Jo--
�
W
W aD lx1 [V
2 O i0
r .- 0 to
W
am
am
APPROVED
DATE
APPROVED
S�
STAGGER 0.25 DATE
tilTIC EFD
ry � DESIGN
L
0.75 MIN. TT DRAWN
I L-1 1 REVIEW
PLAN i 1 QC
THT CHIEF ARCH./ ENCR.
12mm CONT.
12mm @
600 O.C.
(3) 12mm' \12mm @ 600 O.C.
KF SECTION
C-t9 SCALE: NONE
w
C
PROJECT MANAGER
FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
Q v
z
0 w
B
U j W
_j
z Y ___I
w O >
Z z W
LLI
z
Z o o
z z V) �/
O
Z
U O
F
_L
Li
w
X
J
Q a
z-
-
W
a
cy
0
o =
z
Cn
U 0
Q
m
Q
Z
o
z
0
W
a
W
z
o
N
00
W
T
J
z
z a
Q U to
LLJ
U
a m
to
a U
o z -
f-
O
_j
CODE ID. NO. 80091 SIZE
D
SCALE: 1 :300
EFD NO.
STA. PROD, NO. P-1 ,50
C )
0 1 2 3 4
SPEC. "0 xx--Xx-xxXx
5
CONSTR. CONTR. NO.
L�
r
N62470-XX-X-XXXX
�
1 50
NAVFAC DRAWING NO.
2 0 1 2 6 9
xxxxxXX
12 15
w
SHEET 24 OFQ
1 -ion
C-9

El
3
2
1
0
li!
3
2
1
rx
1 TYP. LONE
t2O HORIZONTAL 1:100
VERTICAL 1:50
UDINAL
2 TYP. TRANSVE
t2O HORIZONTAL 1:100
VERTICAL 1:50
L.V.J
'CTIO
4
3
2
1
EBAY AND
4 4
__..__. APPROXIMATE D( NG -- ---_
(MOUND ELEVATI N. TYP.
2 � �OUL LL Z.UMU
A UATIC BENCH
bul
0 0
5 0 5 p.gs 10 15
rYN TYP. TRANSVERSE SECTION THROUGH FOREBA)
�2O HORIZONTAL 1:100
VERTICAL 1:50
NTION BASIN
s
3
2
C
NOTE:
PLANT BASIN SHELF AS
INDICATED ON 4/C19
0
0
a
a
4
W
r
(n
z
0
w
D
ow
IL
U
Ld
w
Q
m
ka
WLi
U
�
Qw z
z
W
-O
z
Z
Q
Liz
W `r'
La G'
Go
z
` E
C
wrn
O
Y rn
N
N
ofO It
O
> O �
t
N
O
3�w
i
W
m w N
r
0 to
1p
6
SEAL
APPROVED
ACTMTY - SATISFACTORY TO
DATE
APPROVED
C
DATE
A/E
EFD
THT
DESIGN
DBW
DRAWN
THT REVIEW
T
THT
OC
THT
CHIEF
ARCH./
ENGR.
PROJECT MANAGER
FIRE
PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
o
a
z
U
Z
B
a
Li
Z
Y
�
W
w
L,
w
z
w
Lli
z
z
Of
o
0
w
Z
N
W
Y
! 1
O
cri
a
�.
O
Q
o
a
Or
LLJ
Q
o
=
2:)l
mz
V)
r
\
U
cl
jm
0
z
Q
_0
0
�
z
n
H
w
w
Q
=
al
w
z
al
U)
w00
a
z
LJ
�
If
w
z
o
�
Ld
r
W
F
cn
U
a
U,^
J
M
V
a
LU o
Q
z
U
g
F-
0
A a
CODE ID. NO. 80091
SIZE D
SCALE. AS NOTED
EFD
NO.
Q
STA_ PROD. NO. p- 1 50 U
o SPEC. NO. XX—xx—xxxx n,
CONSTR. CONTR. NO. LLI
N62470-XX-X-XXXX
i +�
i 000 NAVFAC DRAVWNGNO�/�/�/ s-
0 XXXXXXX w
SHEET25 OF
000 ,_ 2 0 W