SW8080521_APPROVED PLANS_20080603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8.08a5 I-\
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200 n<o 0
YYYYMMDD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
t
JA KSONVILL
JARB
GEIGERcEM_
a.
FA-B
c
KNOX
TARAWA TER
CE
IDWAY
si
Tr. PARK
II 1
PARK
N,oed
Z
US
e GEIGER
ARE
CURns
o
MONTFOR
POINT
NAVAL
HOSP TA
comp���
a w.
MARIN
CORPS
aREwSTER
AIR ST
TION
Za
MANORBERKELBERKE
YMANORST7,Q\Y-G
FS
WATKI
S
PPOIN
VILLA
E
� ��
�NITARY
AREA
'p "
=
FILL
v
RACE
COURSE
s
z
AREA
CEM
SB72
DIVISIOIN
I DUSTRIAL
2
qP
°ka
AREA
Q9
4
� AREA
HADNO
Rollo
g
POINT
S
AREA Ra
TRIANGLE
Rollo
OUTPOST
R
FRE
CH LANDFILL
CRE
K
i
AR
QoC\
L
E R
r
n
RIbEB9
I. m
MAG
AR
INX
V
9
4000
GREr R0°�
ao^O
RHODES
0
POINT
AREA
I
PGPD
�aG
RAG
TOWN
ENGINEER
ANTI-TANK
STOCKADE
cF'
RANGE
y�
"'�I.INES
PROJECT
RIFLE
RANGE
es SITE
ENGINEER FERRY4}'.
PO
Y
ROM
OP
BEACH A
G�
O
,Q
Q
r
,,a
RT
N C
\G
P
2000 0 400C
P
o
SCALE IN FEET
/ Kinston Dover %(5 }
3oldsboro U S 70 New Bern
Tuscarora
NFUSF Q-
Trenton OAK GROVE
Seen — HER RY POINT
Sp��ngs Pollacksville
Olive Havelock Olway
Pink
Comfort Maysville
PiGd'jo
eaufort
Richlands Jy Morehead City
lalsaw
Beulaville
Magnolia
ry
awanawiv
14
P
r�
Verona R
e
G
Rosehill ''
O
Dixon
CAMP LEJEUNE
Wallace
Folkston
G
Ssr27
Hot y Ridge
BUrgaW
n
Words Comer
Jy
G
�
Al
Hampstead
Scott'a Hill Q'
V
Acme
5 0 10
15 20
DMOO
Wilmington
$T4 & 76 Bolton -eland
SCALE IN MILES
VICINITY
MAP - CAMP
LEJEUNE,
N.C.
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
G-1
TITLE SHEET AND INDEX
G-2
SITE OVERVIEW
C-1
POV PARKING AREA 1 SITE PLAN
C-2
POV PARKING AREA 1 GRADING AND DRAINAGE
C-3
POV PARKING AREA 2 SITE PLAN, GRADING AND DRAINAGE
C-4
RECON PLATOON SUPPLY BUILDING SITE PLAN
C-5
GENERAL DETAILS
C-6
EROSION CONTROL AND STORi' IAIATER DETAILS -
C-7
CATCH BASIN W/FLOW SPUTTER DETAILS
A-1
SUPPLY BUILDING ARCHITECTURAL PLAN
A-2
SUPPLY BUILDING =ARCHITECTURAL DETAILS
A-3
SUPPLY BUILDING ARCHITECTURAL DETAILS
U-1
WATER AND SEWER SERVICE PLAN
U-2
WATER AND SEWER TYPICAL DETAILS
U-3
WATER AND SEWER TYPICAL DETAILS
E-1
ELECTRIC AND TELEPHONE SERVICE PLAN AND DETAILS
E-2
SUPPLY BUILDING ELECTRICAL PLAN
P-1
SUPPLU BUILDING PLUMBING PLAN
S-1
SUPPLY BUILDING FOUNDATION PLAN
S-2
i
SUPPLY BUILDING FOUNDATION DETAILS
S-3
SUPPLY BUILDING STRUCTURAL DETAILS
21 TOTAL SHEETS
w0 '4
COURTHOUSE BAY
MARINE CORPS BASE, '°�`"=""'
LOCATION MAP - U. S. MARINE CORPS BASE -.CAMP LEJEUNE, N.C. CAMP LEJEUNE, NORTH CAROLINA
EarthTeeh SuCorporate Center Drive
�.. Sute 475
i
Raleigh, NC 27607
ATyco International Ltd. Company 919-854-6200
DEPARTMENT OF THE NAW NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. CRBARBOUR
RECON PLATOON
INTERIM FACILITIES
DR. DR. CR BARBOUR
�CAI�°1,104k�
--
N J DEAN
CHKSS'O�l,
AT COURTHOUSE BAY
SUBMITTED BY:
DESIGN DIR.
SEAL °
COVER SHEET
® " = 22613 ti
m
APPROVED: PWO OR OICC DATE
S12E
CODE (DENT. NO
NAVFAC DRAWING NO.
F, e
80091
60001000
CONST.CONTR.NO. N40085-08-B-0031
SATISFACTORY TO: DATE
/
SCALE: NTS
SPEC. 05-08-0031
SHEET 1 OF 21

40
1pqR EARTH TECH 2O08
Sp ` WETLAND BOUNDARY
cc \w \\
/ SEESHEET C-1 & C-2 FOR x x x x
NC1/172 PARKING LOT DETAIL x x x \
l' /x x x x
EARTH TECH 408 x x x x x x I
I
WETLAND BPUNDARY x-
x x 1
It
x x x x x
�
SUPPLY' \
x x x x x BUILDING
x x x x x AREA
/ x x 1 y •t x �\ \ i
x x x x SEE SHEET E-4FOR SUPPLY
BOILDING4REA D`ETAiL
x x �
�--------
,,I�---
/' x f x x x x x xi
+ x a
x x
�J L_
II
LI
701 Corporate Center Drive
EarthTech Site
Raleigh, NC 27607
_
ATyco Intemational Ltd. Company 919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
—�'
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. CRBARBOUR
RECON PLATOON
INTERIM FACILITIES
DR. CRBARBOUR
NC�i"�
��d
��F�Ss�o'
CHK.
SUBMITTED BY:
AT COURTHOUSE BAY
Q s
SEAL
OVERVIEW SHEET
DESIGN DIR.
c 22613
APPROVED: PWO OR OICC DATE
SIZE
CODE (DENT. NO
NAVFAC DRAWING NO.
D
80091
60001001
SATISFACTORY TO: DATE
CONST.CONTR.NO. N40085-WB-0031
SCALE: 111=80'
SPEC. 05-08-0031
SHEET 2 OF 21

REVISIONS
SYM DESCRIPTION
DATE APPROVED
Lo \ d
o i L __
d d -- - - ---� ---- -- -
-- ---
-'Od 1 Od 1 - ... _- ._--_. d__ ___------ Od 1
Od 1 ---__-.Od I. _. .. ____ 0� 1
-. PAINTED TURN ARROWS
SEE DETAIL SHEET CS
.. _ DO NOT DISTURB EXIST G
GUY LINE AND POLE N.C. HIGHWAY 172
--g-nSPHA[ I-- _- _ FACE OF CURB TO BE B'
4.7 FROM EDGE OF PAVEMENT
\ ASP -'
- - - -- -
- - f ---� I
Ir
2TLAND AREA 'A-W6(5''J5..,
�_
LU
WE
.s
/ I - __ _ li P:NL _ I RAIL GALL F.'Y 14. 11
'R '-' 72.IX 11.6 .0 "5 IX 900. �'%5"'�� _- �� .216.E 58.5' ,1
D SMKL
SE
/ "_� �.. E=2487988.2188 T N 23" PINE
I
N=310763.0270 �J
WOODS
I -
r
ODDS-, .
( SEQUAL SPACES=72.a 10 EQUAL�PACESS �.SO'=90IX =G \� 'WETLAND ARF,4 8'
I
I v
1 I , N=310748.0982
1 ' I - , zaEQupi SPACES qua=1
E=2487982.2899 eo.a
1 -� 10729.211 /
=24883930887
-
1 - / _ 2.$"CURB B GUTTER )
WO CiS� _ -' SEE`OETAIL SHEET
3.
° /
`- a
�(� � \ t: +' '�EEIUAI.y4PACES®9.a=218.a
�x.� .�$ 20 EQUAL SPACES �B.d'-iBO.a .V .$� ^A PHhL\
` `� / 2D EQUAL SPACES 0 9:a=180.1r -.. .
,
Ci 20 EQUAL SPACES Q 9.0'=180.9 _
24.W b 1
\
4' WIDE CONCRiM SIDEWALK SEE DETAIL SHEET C.6
,
-a.--
D tP
1 20 SPACE8 ® 9.0 =180.a 2q BQDAL (;PACES Q B.O a 180.a N WC _ I'7 li U NC T STANDARD 848.06 (7YP)
PROPOSED ASPHALT PARKING LOT b m "� �` - R 4.75' (TYP/ RT .75 :., - ?a EQUAL SPACES ®9:IX-1eo.a - 2 • c \ \\
SEE DETAIL SHEET C-5 FOR PAVEMENT DETAIL �� R j - T.B.M. 1 EL IL 12. 0'
\ _ 20ELSPACE¢®B.a=180:IX
SET IRO IKE
-ONE:7.27' ASPNAu
mot, f
d, v � 1eD.a
1 \ R 4:76 �. WOODS; 20 EQUA43PACES ®9.IX = 1800 EQUAL SPACES @ B.a 4eD.a 20
� 0 20 EQUAL SPREES 9.a =180.a 20 EQ _
O \
.( _ ITE REF EC ORI ED 9 YI 1 jA�
AI IP (TY) .,R60BB, -WOOD"-
�WIOODS-
z,4r
180
(Ti''
N=310513.8921 I '
16 20 EQUAL SPACES 81 SAY 18d.IX \ \ 16 EQUAL SPACE4 9.a=163.0
E=2487890.3754
24 EQUAL SPACES® 9.0'=2180' 1 19 EQUAL SPACE 9BO 171.01
\\ c CONCRETE. LIME (TYP.)
N=310481.4351
E=2487925.2138
ELEV. - 10.19
I
18.0, .6' .. 37.T'. ` _.-= '.-127.6' ... _. 1 . �88.8 21La
4.a
\
1 I I 11 BASIN 4 1 \,
I I BASIN 3 I . �, 39.8'
190.6
7� may-
�1
1
I
I r It
,I
E T -5
23.6 73.6'
m
I �
-LcvcL orncnvcn (TYP)
\ I
\2�COE APPROVED
W ND BOUNDARY
S �
\
\
I
\
I �Woous�
\ .1NE1LAND AREA 'C' I
EARTH TECH 2008 IN,
WETLAND BOUNDARY
I �
\/ j--- VEGETATED BUFFER
i I
i
i
I
fe
SEAL
22613
s
I
_W009111- I /
WErI.AND ARt_A
GRAPHIC SCALES
0 20 40 80 120 160
701\Corporate Center Drive
Suit475
EarthTech Raleigh, NC 27607
ATyco International Ltd. Company 919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. CR BARBOUR RECON PLATOON
DR, CRBARBOUR cHK. J W JENKINS INTERIM FACILITIES
SUBMITTED BY:
AT COURTHOUSE BAY
= DESIGN DIR. NC 172 PARKING LOT - SITE PLAN
APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
09
D 801 60001002
CONST.CONTR.NO. N40085-08-B-0031
(j8 SATISFACTORY TO: DATE
SCALE: 1" = 40' SPEC. 05-08-0031 SHEET 3 OF 21

^ f.l REVISIONS
SYM DESCRIPTION
-i -oj -
� d -
_._Od 1�--=--�t�- t_�.^r__'- __ -
03 1 t -" - 0j 1--- _ - -�, 0j 1 .. _
- -- 0 d 1-- - ' �.E.:253_.--. _ _..
1 _
.. Od 1 Od i,
_.,.-.. ;,----_r.-__�_.. -.-.- '. _ .._r:�_._. .___•' TEMPORARY (70NSTRUCTION - __ _-._._ ._-._ - .': - -._. __. _" _- _ �� _ _-�--=. r.>--�---� ___-. _' __ .....� -".. - .
DO NOT DISTURB EXISTI-
1 ROCK PIPE INLET -. GUY LINE AND POLE N.C. M i 01 Y 1 7 2
�\ DBB:F _
`. NCDOT STD' 64.0202 -._-_._._ _ 'v� ,4.,PHHI f� - _ -r-_ _
TEMPORARY ROCK-'
SEGMENT DAM TYPE 'B'=\ C�' _. .�. _ 91LF T1F IS. - _ _ -_
- - _
'W JNV J[�y
_. \'"'..__� C)•,• �-s;: _ /A IAV. ."z $Bfl`jM1YN-ii05Y
r
L
TEt'iHC�UJ'--ll✓J'�-v.�
i
NOTE: -
I. ALL ELEVATIONS ARE SHOWN TO THE EDGE OF ASPHALT PAVING (LI.O.NJ
711 LIP ElevaOon
PREFORMED SCOUR HOLE {1_: f1 ANO ARE: rr, •n W,50CS.., '�,`o� s _ r ... ��
' INFILTRATION BASIN W7 I WI LEVEL SPREADER 0/
BOTTOM ELEV. = 9 00' (SEE DETAIL) TEMP SILT FENCE ^ \�
TO /
".- l
S RAGE ELEV.. 1080' f r.. 11:75. -. jTYP) (SEE DETAIL) .,_ _.-__
_ BERM ELEV.',= 11.40' j fr \ .{4
52 11.\I _. __ _.,`c. _._.� i J.b PINE _fLF_V.: 14,1I
/ _
! 11,00 , ro - J HAIL. EGAD SPIRE
SC IN 23" FINE
n r8p F\ TSD �.- t - _. ; -WOODS-
! t- f ,` 4 11.25 fl.39 flat L.O 11.95 11194
Ds-
.:WOODS- FLOWS ER �,i�r - _
(SEE DETAIL) � / - ', r
_ _
. EG TATEDP)48DRAIMAGE I' 11 1 ~11.�`� / . 1i. Wh fL ANU ARF_P •d'
_\
p�
TEMP SILT FENCE :11 `.,�3i1 ,'.I3 NAGE.ARE "1'". ""''N6np`�^. -,__ `" ,: \�
(TYR),(SEEDETAIL) �� �� ' .. . ._.. _.^._ _6,981 SF
_
�o ,
v
LL
4 r
1267
OAK
1 I
ILL.
FttDPE LINE 1265 12.
-w . _ _ ueo I
r %
�FLQViI� �. - -_ - - - - - - W - - - - 1a4s12.14 -a. PHAI1\
�! I FLOW �✓
�% / { 12.16 tr 1190 / ' FLOW \ \
i
1
/ 1 �
l-w000s-
L)Y
' I
, t WC
I ,
T.B.M. I ELEV: 12.g0'-
i" W I _ \ . \ SRAIET NOAD SPOPE� \ /
J
I,
LU11.37
r'
, y
' I _ . AREA 2 DRAINAGE AREA 3 DRAINAGE AREA 4 I DRAINAG AREA 5 I 1B R. E'7 7'-ASPHALT-
2 82 SF i 26,9% . - - 26,917 SF I 26,9 SF PINk
I �
,� a1 ,
I � I '
r I O
0.75
�1
TEMPORARY ROCK ;O ' 1 r I !\t- i•
SEDIMENT DAM TYPE'B'0I i' /�/
S7'X28'X3'. 9' WEN
10.52
10.
g0
., +r - TEMP SILT ENCE
- -- '
3
- --- "' = � (TYP�,(SE ETAIL)�
i I ti 1
0 I VO
e
10.24
._. .._ t WJ
9.40 _ f 0.55
^•
e.tl9 1
' FL9W SPLITTER \ .. �1" I 1 .�-.. 1 , r -�' -\, '� :1 fEMPOR`�tY ROCK
(S6E DETAIL) L <." I II I _ _. 91,SEDIME DAM 'TYPF�'i{2 Wt LAND AIaFA 'r t r 1�:.,i.-._. �\ I 5TX2VX�9' WEIR
VgGETATED DRAINAGE \ \ 1 •._ 1 I ) Y I r. I i� w 1' ..___ '`� .�
FLOW
ER AE (TYP3: BASIN (SEE DETIL) /
GRAPHIC SCALES
100' LEVEL SPREADER
DATE IAPPROVED
INFILTRATION BASIN $2 \ 1 , - , I LIP ELEVATION = 7.L' - 0 20 40 80 120 160
r / BOTTOM ELEV. = BAD --..' - I 'i ! I w / �
STORAGE ELEV. =9.30' I 3:1 i i _ " ^•wn�to�;� 1.. \
Nl �j1, I�� \
BER ELEV.=10.00' 1 3'. �/ :1 1 ( 3� BASIN 4- -
. 25.8'- _ I I' ; X T�� i' I yl '1' '1'•�.
No -on MEMO" Emon
1' , i 13A�N 3 1 1 h I i INFILTRATION BASIN
TEMP SILT FENCE i , I "� \ K rr 118.4` I7 r
V i BOTTOM ELEVATION -7.SV
O
! ,.... _.l (TVA) (SEE DTTAIL) - BERM ELEVATION
� RAGE ELEVATION 9.20'
I E9
WETLAND A'rttA •{;'
n
c
I-5' ,` EARTH TE H 2r00S! I1.
WETLANDOUNDARY
•�
1
76 LEVEL SPREADER
�S'�`� >
_
"�)
s _� y
�' LIP ELEVATION = 7.5'
+ -' I INFILTRATION BASIN
I'_
1
I
�, G •�
f BOTTOM ELEV- 8 10
,I
-rr
STORAGE ELEV=9.30'{t
'
1 BERM EL
-WOOD,-
,,.
.
ELOEVATAION -r7.B0'
BOTTOM
=
STORf(GE ELEVATION .00'
BERM ELEVATION-9A0'
�2_
y
21' LEVEL SPREADER . _
+
1 /
LIP ELEVATION = 8.9'
!
C
1
21',LEVELSPR�DER
LIP ELEVATTIIO A A
'
701 Corporate Center Drive
EarthTech site
-
h475
Raleigh, NC 27607
,
CWWW2
_
A Tyco International Ltd. Company 919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
Y
CAMP LEJEUNE, NORTH CAROLINA
DES. CRBARBOUR
RECON PLATOON
INTERIM FACILITIES
DR.
\\MllillTfff/
o�pCARp� Rio
JVVJENCR
CHK. J W JENKINS
INS
SUBMITTED BY:
AT COURTHOUSE BAY
- 4 =
SEAL =
GRADING, DRAINAGE, EROSION CONTROL, AND STORMWATER
DESIGN DIR.
22613 �w
APPROVED: PWO OR OICC DATE
SIZE
CODE (DENT. NO
NAVFAC DRAWING NO.
1`�� F" '' �
D
80091
60001003
CONST.CONTR.NO. N40085-08-B-0031
S • J
,
-SATISFACTORY TO: DATE
SCALE: 1" = 40'
SPEC. 05-08-0031
SHEET 4 OF 21
S Z
a n >aw.,.......w•ewe...F�...,..e..�r.w.,rr-�s.,r..,-.....:.4-.,�._ ......_-,. _ W,...;.,.+.m...,._.,-rrah.,..=...............:..:..........w.,;.>�.. ,=: -vc:.; „�..>-..-..�-.. ,.�.r... ,_.:,�.v,.. _:. ..�+..nu-.......,._....^a, vmr...m�«.,.>.""-,.�rmms...^�W..,-..w'-s>,...�sia,....n.��. -,... . .. - .�,,,, z.�= .>.. y.. n _ .. _. __.
-+me - _. mcw.. a m9on+.".. awe+r �m.+n+.,->++•..rw+'-�rfaw..:.ec �mrw�+Rr+.,. � , ..:... :.a..vp.-.Mwm rm�s.^ :-+-_F.....�+..x... a .:ram .:.s: - r, x., .s...:...., 3.. .,,,.:x::a, _� - .-.r .. _ .., ,. .

V SI /8
V. S. —
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)ti / /ice'-- --------------.
e5.a
I Basin #6
LOFJUHT TOP i A♦
3'
PP GUY PP
--
r.
EL
9 SEA
N=31 813 0883 3.5 1
I
,
4NEIL T ON $I NB
-, OM LEV S.
\ 1 \ B EV. m .5
\ I
Cie
\
i
r
I I
I 1
2 k tIr 1
I I !
I t �
DPP GUY �Pf' /
_7 - -
1 —
F
r -
/' 1 ORAD TO DRAIN
9;�6 _
,a IY
I
, I
I
'
ER
LEVEL SPRELEVATION
LIRELEVATION=7.1'
LI .1'
i A
1
FLOW SPUTTER
(SEE DETAIL)
'R
SYM
2" S9.5A
REVISIONS
DESCRIPTION
DATE IAPPROVED
8" ABC
TYPICAL SECTION - COURTHOUSE ROAD PARKING LOT '0 r�
r
/ - TEMPORARYSILT CHECK (TYP)
SEE DETAIL SHEET C�B
MONITORING WELL
o c \ \\ \\ \ \ !
J,, \
/ MONI mK£ g NG_LL , �{�j v _
SILT FENCE(ITYP) PROPOSED f o"✓ro
SEE SHEET c� CONSTRUCTION
LIMIT "ADJUST TOP INSTALL CONCRETE BOLLARDS_
O MH AT EACH UTILITY POLE. -SEE -SHEET MONITORING WELL , Y o
C-4 FOR_DETAIL..... - -_ _ _ " I mo. '� A
------------- L W Jl�
_
' TEM ORARYICONSTRUCTION ENTRANCE.
ETAI ET C-S.
G�
SE � � u�
1' R �sf�1 \ C)
Two _
FO—
IL GRAVEL------- ----------------------- T 1R
-- - JjQ4.5
_L0 ' 22'
— I
COURTHOUSE ROAD
-- -- --- -- -- N=310292.5815--
---- — -- — — --- --
_ Z z
I( 1
IN
SS= r
I
I
I
I
I
1
SITE PLAN
m� 2r LEVEL SPREADER v
LIP'ELEVATION m 7.1'
o101
TEMPORARY-�. SILT 54ECK(TYP
t SEE DETAIL SHEET C
MONl1'ORINNti f-ll
,l MONITORING WDUL
I�.50
1 T"� /
-.. �' \ SILT FENCE ffYP) PROP ED
/-.EE SHEET $ -_INSTRUCTION
SEE DETAIL _ �D
FLOW SPUTTER
SPUTTER� / �- LIMIT
1
•: I I 11 12 +' s 13.78 14.08 o5x
/ - -- - a
—. _AT I EILDW UFF -..-
F y
COURTHOUSE ROAD
y.
S..
< a
x v -
s
t it
r II{{C{,{IJ/
♦oo H qR�� 111'
SEAL
22613
Qi
GRADING PLAN 4• all
` J
\
\
\ IL
No WELL co
(W�/
160
I

F— EL. 13.35+/- IE PROPOSED ASPHALT SURFACE
rO EXISTING ELEVATION (TYP)
-AAPI ALTr,
INSTALL N , la OST .
AND, EGIN PROP
- �NK FE GCE
INLI N
PROPOSED PIPE BOLLARDS
SEE DETAIL THIS SHEET (TYP)
OIREIMNG AINOLLARDS
N=310241.4170 N
v \ E=2488785.2954
A
` \
1/ J PROPOSED CONCRETE PAD
AND PIPE BOLLARDS FOR `
LIGHT POLE PROTECTION. ,2
\ ✓ �4
PROPOSED 8' CHAIN • \ S° * 4
LINK FENCE i �\ 4r
N=310224.6519
E=248891,5.-2525
� r
r /
r
r •
r
r
r
INFILTRATION BASIN #7 /
BOTTOM ELEVATION = 9.20'
\ STOP GE ELEVATION = 11.20' r
BERWELEVATION = 11.80',
07,
r �
�� /�V" A I�•� �l% ' ��
1
21' L VEL SPREADER
t
LIMEVATION = 9.60
I
♦ I
r ♦`♦ ��"� i t i
♦ i � r
�EXISTING BOLLARDS
REMAIN
PROPOSED CONCRETE PAVEMENT
co � SEE DETAIL- SHEET C-5 (TYP)
-I EL. 13.08+/-
c\a �
PRO POSED CONCRETE ', �``�`'QpJ�QE
PAD. MATCH ELEVATION °
OF PROPOSED ASPHALT o<<:
LOT
TEMPORARY CONSTRUCTION
ENTRANCE. SEE SHEET C-6.
REMOVE EXISTING
CHAINLINK FENCE i
EL. 13.34+/-
PIPE BOLLARDS
(TYP)
_ o
E
APRON �
\\� HP X
PRO / o
l SUP p 30XOSE0 I (u
40, 'NG l .O
------ -�_ =---- Basin #7 lr /
-- ---, - ->c1�-`-- ,
It
k ���k
i
PROPOSED FLOW SPUTTER \ X
BOX. SEE DETAIL SHEET C-7 \
\TEMP SILT CHECK (TYP) \
, SEE SHEET C 6
GRASSBWALE PROPOSED LIMITS OF
DISTURBANCE
SEE DETAIL THIS SHEET
TEMPORARY SILT FENCE
� 1
Ve
G/)�� - — -\
cc
1
PROPOSED ASPHALT PAVEMENT
SEE DETAIL- SHEET C-5
EX. PAVEMENT
SLOPE
MAINTAIN 1/4" PER FOOT
SLOPE AWAY FROM
BUILDING (ALL SIDES)
TIE PROPOSED ASPHALT SURFACE
Q TO EXISTING ELEVATION (TYP)
M
CDi
N
EX. PAVEMENT
SLOPE.
i
EL. 13.18+/-
INSTALL NEW V CHAIN
LINK FENCE AND END POST.
TIE TO EXIST CHAIN LINK FENCE.
ROUND CONC.
TOPpppp��NN77 ��pp EE yyEELLLoo 55
DIRECTEDFBYYCONTRACTING OFFICER
8'0 STEEL PIPE
o FILLED W/CONCRETE
'^ BITUMINOUS JOINT
FILLER (CONC.
PAVEMENT ONLY)
FINISHED GRADE
OR PAVEMENT
v CONCRETE
�, FOUNDATION
BOLLARD DETAIL
N.T.S.
NOTE: STEEL PIPE SHALL BE GALVANIZED (2.0 OZ. ZINC/SO. FT.)
& HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES.
3000 PSI
CONC. (MIN) T-O" TYP. OR
AS INDICATED
V4\'V4"
a
PEB EXTERIOR WALL
/-EXPANSION JOINT MATERIAL
/-PEB FOUNDATION SLAB
y 12" 1 L 311 B#4 ARS 12" O.C.
EACH DIRECTION
(2) #4 CONT.
DETAIL OF BUILDING APRON
2' 2' 2' i 4' PROPOSED ASPHALT
LOT
3'
O FENCE
2" S9.5A
X `1./F-T _ 1171FT
-UNIT 8" ABC
GRASS SWALE DETAIL
GRAPHIC SCALES
0 10 20 40 60 80
701 Corporate Center Drive
Suit475
EarthTech
Weigh, NC 27607
C 4
ATyco International Ltd. Company 919-854 6200
DEPARTMENT OF THE NAW NAVAL FMU nES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. CRBARBOUR
RECON PLATOON
DR.
INTERIM FACILITIES
AT COURTHOUSE BAY
SUPPLY BUILDING SITE PLAN
.�` oR'(HCAR�V�0,,�
�oF1:sso
SEAL =
CHK. J W JENKINS
JWJENKNS
SUBMITTED BY:
DESIGN DIR.
22613
E� •'� -�
APPROVED: PWO OR OICC DATE
SIZE
CON0
0091
8
NAVFAC DRAWING NO.
60001005
CONST.CONTR.NO. N40085-08-B-0031
SATISFACTORY TO: DATE
[SCALE: 1"=20'
SPEC. 05-08-0031
SHEET 6 OF 21

10' CENTER OF POST TO
CENTER OF POST (MAXIMUM)
\/-SUPPORT ARM W/3
STRANDS OF BARBED
TOP RAIL OR TENSION WIRE IF SPECIFIED
WIRE, AS SPECIFIED —�
GATE POST
GATE
LEAF
WIDTH
GATE
POST
(OD)
FABRIC
HEIGHT
'A'
DIAM
'Be
DEPTH
'C'
POST
EMBED.
3' TO 6'
2.875
3' TO 5'
120
381
3 "
6' TO 9'
408
10' TO 12'
441
7' TO 12'
4.000'
3' TO 5'
3 '
6' TO 9'
6'
42'
40'
10' TO 12'
4 '
13'
6.625'
8'-0'
1 16,
1 4 '
1 40'
BOTTOM RAIL OR TENSION
WIRE, AS SPECIFIED
GRADE -
LINE AND TERMINAL POSTS
DIA. OF
POST AS
SPECIFIED
CONCRETE '/ , 0-
FOOTING �I
FABRIC
HEIGHT
TYPE
POST
'A'
DIAM
'B'
DEPTH
'C' POST
EMBEDMENT
3'-0' TO 4'-0'
LINE
'
4'
TERMINAL
101
3 '
30'
5'-0'
LINE
2'
30'
TERMINAL
101
321
3ON
6'-0' TO 9'-0'
'
6'
TERMINAL
3 '
36'
10'-0' TO 12'-0'
LINE
18,
3816'
181
382'
—TERMINA
13'-0' TO 18'-0'
LINE
4'
40'
ERMINAL
0'
1'-04
d
N
e
D
O
U
m
D
'A'
NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS
CHAIN LINK FENCE FOUNDATION
N.T.S.
45
LOCK PIN (TYP.)
0
%,PLAIN PIN
I RIVETED FLUSH (TYP.)
ZC'ye
�'e
o
35 DEGREES
%N PLAIN PIN
RIVETED FLUSH (TYP.)
LINE POST CORNER POST
EXTENSION ARM DETAILS
BARBED WIRE (TYP.)
N.T.S.
SEE PLANS FOR
ELEVATION
2'-6" CURB &GUTTER
D e�
61' CURB
e o
co
7.0' FACE OF CURB
SECTION A -A
CONCRETE FLUME DETAIL
4.0'
GRADE TO EXISTING
AND GRASS (TYP.)
vvm, rw w vvr.w .r-.v�
CONCRETE SIDEWALK DETAIL
CORNI
OR PI
16' 1
BARBED-WIRE APRON
ON EXTENSION ARMS
TOP RAIL OR TENSION WIRE
LINE POST
qFx
o
TIE WIRES OR
CHAIN -LINK FABRIC /
HOG RINGS
BRACE RAIL
(9 GAGE, 2' MESH) /
°D
x
o LINE POST
7R, END,
3
1LL POST
TIE WIRES OR
c�
CLIPS (TYP.)
BOTTOM OF FABRIC
00
TENSION WIRE
TRUSS ROD
N (3/8' MIN. DIA.)
e
°
a
.'
-I I— II —III'
-I —I I—
= I II ITi II 11111I it
=i11_I11= 1 GRADE
- 1-11111 1
e
e
e
HOG R
Z
AIN. DIA.
e
CONCRETE BASE
°
10' MIN. DIA.
rn
e
e
L
e
P
e
10'-0' MAXIMUM
10'-0' MAXIMUM
I IMP Pn(ZT(Z Tr) RP POIIA1 I Y CPAr Pn
TENSION BAND
BRACE RAIL CLAMP
N.T.S.
TRUSS ROD
(3/8' MIN. DIA.)
CONCRETE BASE
5- N.
'd
d d'
TRUSS ROD AND BAND
N.T.S.
2.0" SUPERPAVE S9.5A
CHAIN -LINK SECURITY FENCE DETAIL
2' 21
ABC EARTH
SHLDR SHLDR
4'r
8 AGGREGATE BASE COURSE
II COMPACTED SUBGRADE
SUPPLY BUILDING PAVEMENT DETAIL
N.T.S.
9-GAGE TIE WIRES
(12' O.C. MAX.)
TENSION BAND
(15' O.C. MAX. AND WITHIN 4'
FROM BOTTOM OF FABRIC)
��al rtr o1 —FABRIC
/` 7S � FABRIC
BRACE RAIL ATTACHMENT
lo� TENSION BAR TO
ENGAGE EACH FABRIC LINK
0 TENSION BAR
CARRIAGE BOLT
END OR GATE POST DETAIL
TENSION WIRE
LjL97
TENSION BAND DETAIL
FASTENING DETAILS
N.T.S.
YP.)
r
INGS (TYP.)
TIE WIRE
(15' O.C. MAX. AND
WITHIN 4' FROM
BOTTOM OF FABRIC)
SYM
REFLECTIVE WHITE
PAVEMENT PAINT
REFLECTIVE WF
PAVEMENT PAIL
REVISIONS
DESCRIPTION
STRAIGHT ARROW
N.T.S.
TYPICAL TURN ARROW
2.0" SUPERPAVE S9.5A VAR. N.T.S.
-—'��—� �- 2'-6" CURB & GUTTER
II � COMPACTED SUBGRADE
8 AGGREGATE BASE COURSE
NC 172 PARKING LOT ASPHALT PAVEMENT DETAIL
8" 3000 PSI CONCRETE
1/3 OF DISTANCE
FROM TOP
2 ROWS OF W.W.F.
4 X 4 -W2.9 X W2.9
COMPACTED SUBGRADE —/ I
8" AGGREGATE BASE COURSE
CONCRETE PAVEMENT DETAIL
2.0' � s"
D
MATCH PAVEMENT SLOPE 6"
D D
61, 601
Q Q
2'-6"
CURB & GUTTER DETAIL
SEAL
22613
DATE IAPPROVEDI
EarthTech701 Corporate Center Drive
Suite 475
0Sui
Raleigh, NC 27607
A Tyco International Ltd. Company 919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENOINEERIM COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. CRBARBOUR RECON PLATOON
DR. CRBARBOUR CHK. INTERIM FACILITIES
SUBMITTED BY: AT COURTHOUSE BAY
DESIGN DIR. GENERAL DETAILS
APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWNG NO.
D 80091 60001006
SATISFACTORY TO: DATE CONST.CONTR.NO. N40065-08-B-0031
SCALE: NTS SPEC. 05-08-0031 SHEET 7 OF 21

TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
WIRE
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 121t GAUGE MIN.
FILTER FABRIC
TYPE 2
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE.
EXISTING
ROADWAY
6"
MIN
TEMPORAR
SILT FENCE
: NTS
2"-3" DIAMETER WASHED STONE
12' MIN.
�y 50' (MINIMUM)
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
NEW CONSTRUCTION
MIN
---------------------- ------
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED
2. A 6" TO 12" THICK MINIMUM STABILIZED PAD OF 2-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. THE STONE SHALL
BE PLACED ON TOP OF FILTER FABRIC FOR A DISTANCE OF 50 FEET MINIMUM.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY
MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIATELY.
5. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC
ROAD. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. ADDITIONAL GRADING SHALL BE REQUIRED TO CONNECT THE STONE ENTRANCE TO THE EXISTING GROUND.
UPON COMPLETION OF THE PROJECT, THE ROAD SHALL BE RETURNED TO A CONDITION THAT MEETS OR
EXCEEDS THE PRE-EXISTING CONDITIONS.
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: NTS
SWALE
SQUARE PREFORM
SCOUR HOLE
(RIP RAP IN
BASIN NOT SHOT
FOR CLARITY)
DITCH OUTLET
1.5 TONS CLASS B RIP RAP w/FILTER FABRIC
(SEE PLANS FOR STRUCTURE STONE
TYPE AND THICKNESS)
PLAN VIEW
MIN. 1'
12" L 1' TUCK
3xD
SECTION A -A
- TRM
EXISTING GROUND_ _
NOTE:
LEVEL SPREADER MAINTAINS SAME ELEVATION AROUND PREFORMED SCOUR HOLE
*Not Used On This Project*
PREFORMED SCOUR HOLE WITH LEVEL SPREADER
SCALE: NTS
12"
PROFILE SECTION
STRUCTURAL
DESIGN
SETTLED TOP
5'
OVERFILL 6"
FOR SETTLEMENT
EMERGENCY BY-PASS 6"
BELOW SETTLED TOP OF DAM
WEIR LENGTH
PLUS 5 FEET NATURAL GROUND
FOR POOR DEFINED CHANNELS
CROSS SECTION
ROCK SEDIMENT DAM
FILL SLOPE
SCALE: NTS
WASTE MATERIAL
- VAR.
2' TO 10'
VAR.
0' TO 2'
CROSS SECTIONAL VIEW
TEMPORARY SILT DITCH
SCALE: NTS
DETAIL OF
STANDARD GRASSED SWALE
( Not to Scale)
Naturcil
Ground round)
D �-•
Min. D= 0.5 Ft.
SYM
TEMPORARY ROCK SILT
TEMP. STONE
DITCH CHECK
EDGE OF PAVEMENT
oS,�aoQ�
5
STRUCTURAL STONE
BACK
SLOPE
ISOMETRIC VIEW
CROSS SECTION
VEE DITCH
CROSS SECTION
TRAPEZOIDAL DITCH
1L GROUND
MOUND
REVISIONS
DESCRIPTION
DATE 1APPROVEDI
CHECK TYPE 'B'
NOTES:
STRUCTURAL STONE SHALL BE STONE FOR EROSION
CONTROL CLASS "B" AND SHALL BE PAID FOR AT
THE CONTRACT UNIT PRICE PER TON 'STONE FOR
EROSION CONTROL CLASS "B"'.
THE ENGINEER MAY DIRECT THE OPTION OF
CLASS "A" STONE FOR SITES HAVING LESS THAN
ONE (1) ACRE DRAINAGE AREA AND A DITCH
GRADE LESS THAN 3%. PAYMENT SHALL BE UNIT
PRICE PER TON 'STONE FOR EROSION CONTROL
CLASS "A"'.
SEDIMENT CONTROL STONE SHALL BE NO. 5 OR 57
STONE AND SHALL BE PAID FOR AT THE CONTRACT
UNIT PRICE PER TON "SEDIMENT CONTROL STONE"
SEDIMENT CONTROL STONE SHALL BE USED AS
DIRECTED BY THE ENGINEER.
FLOW
kL TYPE
SILT BASIN ;
L B
POINTS L= THE DISTANCE SUCH THAT
A AND B ARE OF EQUAL ELEVATION
CHECK DAM SPACING IN CHANNEL
7 BASE OF DITCH
SEn
DIMENT r-12" MIN.
I 4'-6"
N!-12" THICK SEDIME
CONTROL STONE
ELEVATION VIEW
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG THE WORK LIMITS.
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
CONSTRUCTION.
4. INSTALL SILT FENCE AS SHOWN ON THE PLANS.
5. COMPLETE SITE CLEARING AND GRUBBING
6. INSTALL STORM WATER MANAGEMENT BASINS AND SWALE.
7. INSTALL SILT FENCE BETWEEN ACTIVE CONSTRUCTION AREAS AND STORMWATER BASINS.
SILT FROM CONSTRUCTION ACTIVITIES SHALL NOT BE ALLOWED TO ENTER THE INFILTRATION
BASINS.
B. GRADE AND PAVE PARKING LOTS AND CONCRETE PADS (BY OTHERS) AND INSTALL SILT
FENCE AS NEEDED.
9. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND PERMANENTLY
VEGETATE AND MULCH. GROUNDCOVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
10. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED
WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
11. ENSURE ALL SWALES AND STORMWATER INFILTRATION BASINS ARE CLEARED OF
CONSTRUCTION DEBRIS AND EXCESS SEDIMENT.
12. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS OF COMPLETION OF CONSTRUCTION.
13. ESTIMATED TIME BEFORE FINAL STABILIZATION-6 MONTHS.
EarthTech 701 Corporate Center Drive
`• Suite 475
Raleigh, NC 27607
=e6
ATyco Intemational Ltd. Company 919-854-6200
DEPARTMENT OF THE NAVY NAVAL FACUTIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. CRBARBOUR
RECON PLATOON
INTERIM FACILITIES
DR. CRBARBOUR
,,,,, ,,,,,,1��,
HCAR°o�
CHK. J W JENKINS
.. s'°� "-
AT COURTHOUSE BAY
SUBMITTED BY:
DESIGN DIR.
sEALI
EROSION CONTROL AND STORMWATER DETAILS
'e135
APPROVED: PWO OR OICC DATE
SIZE
CODE (DENT. NO
NAVFAC DRAWING NO.
D
80091
60001007
0n 4111 d�
SATISFACTORY TO: DATE
CONST.CONTR.NO. N40085-08-B-0031
SCALE: NTS
SPEC. 05-08-0031
SHEET 8 OF 21
5

BASIN TOP
ELEVATION
Final
rade
BASIN TOP
ELEVATION
al Grad
SEE TABLE
OUTLET SIDE OF BASIN
SEE INFILTRATION BASIN TABLE
FOR BOTTOM ELEVATION
INFILTRATION BASIN SECTION
N.T.S.
BASIN
SURFACE AREA
AT INVERT (SF)
SHWT
ELEV. (fit)
BASIN INVERT
ELEV. (ft)
DESIGN STORAGE
ELEV. (ft)
BASIN BERM
ELEVATION (ft)
Storage
Volume (cf)
STORAGE
DEPTH (fit)
1
3184
7.0
9.0
10.8
11.4
7591
1.8
2
5128
6.1
8.1
9.3
10.0
7459
1.2
3
4856
6.1
8.1
9.3
10.0
7344
1.2
4
4588
5.2
7.6
9.0
9.8
7362
1.4
5
3979
5.2
7.6
9.2
9.8
7452
1.60
6
3160
6.0
7.1
8.1
8.4
6379
1
7
2170
7.2
9.7
11.2
11.5
5933
1.5
INFILTRATION BASIN TABLE
LEVEL SPREADER WITH NO BYPASS
y
LIJ
OVERFLOW LU
BYPASS ^ " >► LL
-. W�
LL
�m
-� W
LEVELSPREADER
SECTION -AA CONCRETE PAVED DITCH LEVEL SPREADER
NATURAL Permenant Soil
GROUND Reinforcement Mat
(PSRM)
FOREBAY
1.17m
in. max.
4" CONC. 3' min.
DITCH
SECTION -AA WALL LEVEL SPREADER Permenant Soil
NATURAL GROUND Reinforcement Mat
(PSRM)
O
1. in. as�d7 max.
6" Reinf. Conc.Wall
L 4' min. (Or e" Block Wall)
6" Conc. Footing
Bypass Elevations s _
Basin Name #
1
2
3
4
5
6
7
A: Invert In ft
11.0
9.6
9.6
9.4
9.6
9.2
11.5
B: Invert Out to Basin ft
9.7
8.6
8.6
8.5
8.5
8.3
10.0
C: Weir Crest Elevation ft
10.8
9.3
9.3
9.0
9.2
9.0
11.2
D: Bypass Flow Outlet Invert ft
10.5
9.1
9.1
8.6
8.6
8.5
10.0
43" MIN.
CONCRETE TOP SLAB
43" MINIMUM
r1 , ewe PI AN
ARECTION OF
MARY OUTFLOW 3w
(TO BASIN)
0
4"
DIRECTION OF
OVERFLOW
TOP SLAB
CONCRETE SLAB DESIGNED
FOR EXPECTED LOADING
C�J
B
OPENING
J/ CI M%1ATI/AAI 101 _
E
3000 P.S.I. CONCRETE
INLET
ELEVATION 'A'
THE OVERFLOW OUTLET MAY
BE LOCATED AT THE TOP OF THE
FIRST COURSE OF BRICK/BLOCK BELOW
THE PRIMARY OUTLET. ON PRECAST
BOXES, USE 2" BELOW ELEVATION 'B'
.°' •e
: D • p • D • D • D • D • D • D • D• • 0 • D • D
DETAIL OF OVERFLOW OUTLET
o�T�F��gr OFO a4
O
TOP SLAB
F� O
\OC\
ELEV,
BYPAE
.�Re
I 0Rzc
i O[,`OR
ISOMETRIC VIEW
(FLOW SPUTTER OMITTED FOR CLARITY)
TION 'D'
'OUTLET
TOP SLAB
SECTION A -A
15y2"
191/2"
SECTION B-B - INLET
PRIMARY OUTLET
APPLY GROUT TO
OBTAIN ELEVATION'B'
•l'1/",^
C
VARIABLE
2'-0" TYP.
6" MINIMUM
GROUT INLET
- TO TIE TO
FLOW SPUTTER
SECTION C-C PRIMARY OUTLET
OPENING
TOP SLAB
1IMARY OUTLET
ELEVATION 'B
APPLY GROUT AS REQUIRED
TO OBTAIN OULET ELEVATION
EarthTech701 Corporate Center Drive
`. Suite 475
Suite
Raleigh, NC 27607
J
ATyco International Ltd. Company 919-854-6200
DEPARTMENTOFTHENAW NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. NJ DEAN
RECON PLATOON
INTERIM FACILITIES
DR. CR BARBOUR
CHK JWJENKINS
AT COURTHOUSE BAY
SUBMITTED BY:
- SEAL =
DESIGN DIR.
OPEN THROAT CATCH BASIN W/ FLOW SPUTTER DETAILS
? 22613
APPROVED: PWO OR OICC DATE
SIZE
CODE IDENT. NO
NAVFAC DRAIMNG NO.
D
80091
60001008
CONST.CONTR.NO. N40085-08-B-0031
$Is �oa
2
SATISFACTORY TO: DATE
SCALE: NTS
SPEC. 05-08-0031
1 SHEET 9 of 21