SW8080714_APPROVED PLANS_20080721

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW80
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2-0000 p"121
YYYYMMDD

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LOCATION MAP — U. S. MARINE CORPS BASE — CAMP LEJEUNE, N.C.
Goldsboro US 70 IGnston Dover ow Bern\\ "
7uHcaMrs �P v
Trenton OAK GROVE
Seven - HER RY POINT
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Acne 5 0 10 15 20
Delco Wilmingfon
�AaTS Bolton SCALE IN MILES
VICINITY MAP — CAMP LEJEUNE, N.C.
INDEX OF SHEETS
SHEET NO. DESCRIPTION
G-1 TITLE SHEET AND INDEX
C-1 SITE PLAN
C-2 SITE DETAILS
U-1 WATER SERVICE PLAN
U-2 SEWER SERVICE PLAN
U-3 WATER AND SEWER DETAILS
U-4 ELECTRIC SERVICE CONNECTION PLAN
U-5 TELECOMMUNICATIONS PLAN
8 TOTAL SHEETS
RFcvpF-, RD
ii rr,t
COURTHOUSE BAY Y,G��
MARINE CORPS BASE,
CAMP LEJEUNE, NORTH CAROLINA
APPROVED
NORTH CAROL INA g:Kr%nm^,
701 Corporate Center Drive
Suit475
EarthTech Raleigh, NC 27607
A Tyco International Ltd. Company
919-854-6200 Glossal
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. B R PEASE DR. B R PEASE SPECIAL MISSIONS TRAINING
HK J W JENKINS CENTER
SUBMITTED BY: TRAILER SITE
BEAL z DESIGN DIR. COVER SHEET
22613 �tsSIZE CODE (DENT. NO APPROVED: PWO OR OICC DATE S�OOOOV76
rQ1 N D 80091 60000676
V
MIMt SATISFACTORY TO: DATE CONST.CONTR.NO. N40085-08-B-0045
? 0 SCALE: NTS SPEC. 05-08-0045 SHEET 1 OF 8

I REVISIONS
I SYM DESCRIPTION DATE
ss
—7
-
GRASS
BB 326
6x5' TRE IEDMI1001) LANDING
GRASS Clf AND STE )S
PROPOSED5
APPROX.
CONCRETE SIDEWALK IN CUTLET.
F EXIST. FRENCH DRAIN
TIE TO EXISTING RELOCATE-bIWN TO PROPOSED PERIMEVR
RA NA E DITCH
SIDEWALK
EX
ISTING
E WALK
SEE =SHEET U-1 FOR F
L
UTILITY P CONSTRUCTION
PROPOSED CON
UTILITY PLAN AND LIMITS (TY01' -------
TAIL, LO I _ _ I PROPOSED PERIMITER
DETAIL,,"1 0-
---I 16 _T
DITCH
1
____/ — — — — — - — — — — — — — 16.TCF
15.75 15.75 SBB346
_x GN;ZE Td'DRAIN
RA I
kOP0k PROPOSED
24!)W
MODULAR TRAILER MODULAR TRAILER
(SBE1326A) (SBB326B)
('Q A CC
DRAIN -
15.141 �fEADJEJQ DRAIN cm 5.141 GRASS
LOPOSM-7
GRASS r z.�A,n 1 0 4
PROPOSED PERIMETER DI I L;H
IN CUT SECTION
EXISTING GROUND
PROPOSED FINISHED
GRADE
PROPOSED PERIMETER DITCH
IN FILL SECTION
PROPOSED FINISHED Fv
GRADE EXISTING GROUND
24IX66' L24:6 I N
MODULAR - TRAILER MODULAR �AILER
A T
PROPOSED PERIMETER (S 8 (SBB326D)
(SB83216C)
DITCH
-2
0
14.82 -C-1 14.6
PROPOSED
PROPOSED CONSTRUCTION MODULAR TRAILER:]
LIMITS (TYP) (SBE11E326E)
15. 4.0
.500
TOP OF BERM PA I., INVERT
ELEVATION = 15.9 EL = 13.0'
—.77
STORAGE OPEN THROAT CATCH BASIN -
EL 14.0 WITH FLOW SPUTTER
2 TONS CL B RIP RAP SEE DETAIL, SHEE
T C-3
5 SY FILTER FABRIC
L — -- ------ GRASS
�RASS j 'I_m NO WETLANDS ON SITE
NOTES: n%=DFLOW BYPASS
1. STEP PLACEMENT SHOWN FOR ILLUSTRATION ONLY. INSTALL STEPS AT
ACTUAL LOCATION OF PROPOSED DOORS. STING VEGETATION
2. SIDEWALK GRADE SHALL BE CONTINUOUS FROM THE CENTER SIDEWALK TO DO NOT DiSIURB FXI
IN THE VEGETATED FILTER STRIP. REPLACE
THE TRAILER ACCESS STEPS. ADJUST GRADING TO PROVIDE FOR THE CONTINUOUS -ANY VEGETATION DESTROYED DURING CONSTRUCTION
OF THE LEVIL SPREADER WITH SEED AS APPROVED
SLOPE. G OFFICER.
3. WITHIN THE LIMITS OF CONSTRUCTION, REMOVE EXISTING VEGETATION (INCLUDING BY THE CONTRACTING
PEREATIONS AS REQUIRED
GRUBBING O
TREES) AND PERFORM CLEARING AND FOR FACILITY CONSTRUCTION OR AS DIRECTED BY THE CONTRACTING OFFICER.
SEAL
22613
I
711 41a k
ss
LEGEND FOR STORMWATER MEASURES
I FOR DETAILS, SEE SHEET C-2 I
Description Symbol
Project Limit
Drainage Swale - -------- ----- -- ------ -------- ---- -- _� _W —
Sidewalk-- ------------- --------------- ------------- -------------- -
FlowSplitter - - ----- -------- --- ----- - ---------- -- - --- - --- --
LevelSpreader --- ---- - --------------------------------------------------- -------------------
Stone Outlet Protection _ ------ ------ ------ ------------- ------ ------ --- 0
701 Corporate Center Drive
EarthTech Suite 475Raleigh, NC 27607
A Tyco international Ltd. Company 919-854-6200
C�
MPPJMEN ff0f-ME MVY PAV/LF=UnE8ENGINEERING C0MMMD
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. B R PEASE
SPECIAL MISSIONS TRAINING
CENTER
TRAILER SITE
SITE PLAN
DR. B R PEASE
CHK. JW JENKINS
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC DATE
SIZE
D
CODE IDENT. NO
80091
NAVFAC DRAWING NO.
60000677
CONST. ONTR.N N400854)&B-0045
SATISFACTORY TO: DATE
SCALE: 1 "=30'
SPEC. 05-08-0045
SHEET 2 OF 8

OPEN THROAT CATCH BASIN W/ FLOW SPUTTER DETAILS
IL, REVISIONS
SYM I DESCRIPTION I DATE JAPPROVEDII
4"CONCRETE PAVEMENT
FINISHED GRADE
1/4" / FT (UNLESS
OTHERWISE SHOWN)
L-6x6 W2xW2 WELDED
WIRE FABRIC
4*1
VARIES
CONCRETE WALK SECTION
FM
I/8 R D LOCATE CONTRACTION JOINT
0 5'O.C. FOR LENGTH OF SIDEWALK
CONTRACTION JOINT
JOINT SEALER
/8„ CONFORMING TO
ASTM D 1850 OR
FED. SPEC. SS-S-1401
p D D
^- n p p
�- PREMOULDED EXPANSION
JOINT FILLER CONFORMING
TO ASTM D1751OR D1752
EXPANSION JOINT
SIDEWALK DETAIL
N.T.S.
DIRECTION
OF INFLOW
43" MIN.
FLOW —
SPUTTER
TOP SLAB
INLET
ELEVATION 'A'
= 14.50'
TOP SLAB
A
CONCRETE TOP SLAB
43" MINIMUM �
PLAN
uu uu 8"
35" DIRECTION OF
PRIMARY OUTFLOW
15y2" (TO BASIN)
A
1512, M
DIRECTION OF
OVERFLOW
'e T- i4"
BYPASS FLOW OUTLET
ELEVATION 'D'=12.80'
DETAIL OF OVERFLOW OUTLET
15y2"
1912"
SECTION B-B - INLET
TOP SLAB
ISOMETRIC VIEW
CONCRETE SLAB DESIGNED 8„
FOR EXPECTED LOADING -�
'ION 'D'
OUTLET
PRIMARY OUTLET
APPLY GROUT TO
OBTAIN ELEVATION
B C
OPENING 6" MIN.
e e e ee • e '> •• .e .
ELEVATION 'C'
= 14.00' OPENING
B FLOW k4"
SPUTTER
ABLE
TYP.
4„
6" MINIMUM
3000 P.S.I. CONCRETE
SECTION A -A
GROUT INLET
— TO TIE TO
FLOW SPUTTER
TOP SLAB
"nIMARY OUTLET
VATION B'=13.20'
NOTES:
1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST
CONCRETE MAY BE USED.
2. USE MINIMUM 3000 P.S.I. CONCRETE MIX.
3. DRAWING N.T.S.
APPLY GROUT AS REQUIRED
TO OBTAIN OULET ELEVATION
SECTION C-C PRIMARY OUTLET
BASIN TOP
ELEVATION
15.0 '
LEVEL SPREADER WITH NO BYPASS
y Q
VERFLOW wCe
BYPASS H -
-i WLL
=
—► W m
LEVEL SPREADER -'
SECTION -AA WALL LEVEL SPREADER Permenant Soil
VATURAL GROUND Reinforcement Mat
(PSRM)
o ?�
1. in. Ufa max.
6" Reinf. Conc.Wall
1�--4' min. (Or 8" Block Wall)
6" Conc. Footing
ELEVATION
14.0' STORAGE ELEVATION
-------------
13.0'
im
INFILTRATION BASIN SECTION
N.T.S.
�—OUTLET SIDE OF BASIN
II.04'

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_ SCALE IN FEET
LOCATION MAP — U. S. MARINE CORPS BASE — CAMP LEJEUNE. N.C.
OnMeOom _US TO pnebn O0Y0f ��law Sem V
Tmmmm
OAK GROVE
sewn Twama - HERRY POINT
soame Pal.a�.ixe
ML OFw Hewlotic L Ohrey
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RMae
aeryely
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Hill
/ V
5 0 10 15 20
DNm xnml
TpsTA eaxoR I.waa c
SCALE IN MILES
VICINITY MAP — CAMP LEJEUNE, N.C.
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
G-1
TITLE SHEET AND INDEX
C-1
SITE PLAN
C-2
SITE DETAILS
U-1
WATER SERVICE PLAN
U-2
SEWER SERVICE PLAN
U-3
WATER AND SEWER DETAILS
U-4
ELECTRIC SERVICE CONNECTION PLAN
8 TOTAL SHEETS
M�Y12101p
43
COURTHOUSE BAY
P 01iED
NORTH CAROLINA ENVIRONMENTAL
MARINE CORPS BASE, °I '°"
CAMP LEJEUNE, NORTH CAROLI2/ AO�
14
l EC7 FD
JUL 2 li 700E
BY:QxS� s7/
701 Corporate Center Drive
Suite 475
EarthTech
Raleigh, NC 27607
G_
i
I ATyno International Ltd. Company 919-854-6200
DBMiMBR OFIIErNW INVAI FN1RIEB EXDIXE91alOCDYWrO
"
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. BRPEASE
SPECIAL MISSIONS TRAINING
CENTER
DR. B R PEASE
Fo
CHIC JWJENI°NS
TRAILER SITE
SUBMITTEDBY:
`
SEAL =
COVER SHEET
DESIGN DIR.
y 13
Q,�
APPROVED: PINK) OR OICC DATE
COo00^1NO
O.
COOOW76
4
D
�J W V
V .7
SATISFACTORYTO: DATE
CONST.CONTR.NO. N400854081-W45
IN.
SCALE: I
SPEC. 05-08-0045
SHEET 1 OF 8
7 !4

I•_\ , \ _ , I I I I
--- -----------,
I
.. z ," _-_-� x \ - U '" m Alt •
\\ POE ROAD
\ \ ---
nn
°
Qo \�I
v v
/ GRASS \ \ I � ���. I I \ Ir
I.
\\ I I I
l
GRASSI\
BB 326 \ PARKING LOT
- ---- -- j \\
- ---__ � GRASS F31 j 5'z6TR T C' DLANOINc
AND STEPS
/ b /' PROPOSED IF I , : ... -
( ID CONCRETE SIDEWALK \ BBSO _
TIE TO EXISTING APPROX. EN R F EXIST. F CH DRAIN bUTLET.
__ _____ - �i � d I, / I '- RELOCAI SPRAIN TO PROPOSED PERIMMR
® SUTILITY PLAN1ANDk I I I . - -', DRAINAG E DITCH
PROPOSED CONSTRUCTION,
LIMITSY#I\
' I I (T_ I I - N.
_
Df_TAIL; ''
—---------- --- c --- -- _ ', PROPOSED PERIMITFR \ _
15.75 15.75 _
I-,—. r `. x— \ \ FOR DETAILS, SEE SHEET C-2
I I/ GRADE TO DRAIN _ SBB346
---- — �t
!( \ Description Symbol
, T r A174'.Wk � \ ": PROPPED F _.. r \ 1'_
.I `
' MODULAR TRAILER- A MODULARTRAILER '
r'oncc .' (SBB328A) i \ (SBBS28B) N Project Lima
_----------
r7777iiiI---- `\\ Drainage Swale >•
15.14fL �r RADFTQ nRAIIL a ETO DRAIN_ y I \ ... ._.._ _
PROPOSED PERIMETER DITCH GRASS I 1 i5—\ fis.lal GRASS Sidewalk ..............
PROPOSED GPOSED- rr \�—�_ I\
IN CUT SECTION , 245M - 24� \ Flow Spl tier
PROPOSED PERIMETER —fI'- '- MOg1ILARTRAILER`_ MODULAR TRAILER
EXISTING GROUND I -"'I. •(SB8328C) '. (SBB328D) —�\ Level Spreader - .. ._ ......___....®
DITCH �
r I 1 Stone Outlet Protection
J
14.82 I GRADF TO DRAIN�r -..". U ❑ .... __.....
-_ �v 1
}71 I
PROPOSED FINISHED
GRADE I 1 - PROPOSED
PROPOSED CONSTRUCTION , _ I MODULAR TRAILER r I \ \\
LIMITS (TYP) r _ __�
I i l
15501
PROPOSED PERIMETER DITCH TOP OF BERM I ; 1 ,'INVERT 14.50J
J I \
IN FILL SECTION ELEVATION =15.0' p" EL = 13.0'
STORAGE 2.80 r -----------� 1 1 = 30
n EL=14.0' -1 --OPEN - - -.-- THROAT WITH FLgWSBASIN. SPUTTER
2 TONS CL B RIP RAP SEED AIL, SHEET G3 I
-\i`— �iq rQP 5�Y FILTER FABRIC \\
�`-- --/ I i 1 I ;` 701 Corporate Center Drive
PROPOSED FINISHED ---" , _ __-1 Earth"Fech GRAPE ;; Suite 475 FC
EXISTING GROUND GRASS �\ Raleigh, NC 27607\�ATycolrltemationalLtd.Comparry919-854-6200
i._ 1 I �iMrCN (YF MW rNVK NdF,F861tlNEFAFN I=Y
'R`ss T 1'1, ', 1 � NO WETLANDS ON SITE I MARINE CORPS BASE
NOTES: OVERFLOW BYPASS 1 ( 1 ` 1 v O \ CAMP LEJEUNE, NORTH CAROLINA
1. STEP PLACEMENT SHOWN FOR ILLUSTRATION ONLY. INSTALL STEPS AT 1 \
ACTUAL LOCATION OF PROPOSED DOORS. 1 \ DES. 13 R PEASE
2. SIDEWALK GRADE SHALL BE CONTINUOUS FROM THE CENTER SIDEWALK TO - \ DR B R PEASE SPECIAL MISSIONS TRAINING
THE TRAILER ACCESS STEPS. ADJUST GRADING TO PROVIDE FOR THE CONTINUOUS 1 DO NOTIXSTURB EXISTING VEGETATION \\°��p H cHK J W JENIONS CENTER
SLOPE. INSHEVEGETATEDFILTER ESTROY DD REPLACE \ s TRAILER SITE
-'ANYE LEVEL
SEED
APPROVED
\ 4. SUBMITTED BY:
3. WITHIN THE LIMITS OF CONSTRUCTION, REMOVE EXISTING VEGETATION (INCLUDING OF THECONT ACTING ORWTH FICER. ED AsnPPRovED 1 1 _ SEAL v DESIGN DIR. SITE PLAN
TREES) AND PERFORM CLEARING AND GRUBBING OPEREATIONS AS REQUIRED ', BY THE cor4rnAcnfic OFFICER.
FOR FACILITY CONSTRUCTION OR AS DIRECTED BY THE CONTRACTING OFFICER. S_ S° APPROVED: PWO OR OICC DATE SIZE CODE IDENi. NO NAVFAC ORAVANO NO.
.,ter
p 80091 60000677
/ SATISFACTORY TO: DATE CONST.CONTR.NO. N40085-08-8-0045
SCALE: 1"=3D' SPEC. 05-06-D045 SHEET 2 OF 8

OPEN THROAT CATCH BASIN W/ FLOW SPUTTER DETAILS
REVISIONS
DESCRIPTION I DATE IAPPROVED
4"CONCRETE PAVEMENT
CL FINISHED GRADE
1/4" / FT (UNLESS
OTHERWISE SHOWN)
6xG W2xW2 WELDED
WIRE FABRIC
CONCRETE WALK SECTION
N
I/B° R P LOCATE CONTRACTION JOINT
e 5'O.C. FOR LENGTH OF SIDEWALK
CONTRACTION JOINT
JOINT SEALER
/6„ CONFORMING TO
ASTM D 1850 OR
FED. SPEC. SS-S-1401
s • D V
D D D
n^ ^ D "D
PREMOULDED EXPANSION
JOINT FILLER CONFORMING
TO ASTM D1751OR DI752
EXPANSION JOINT
SIDEWALK DETAIL
N.T.S.
CONCRETE TOP SLAB
43" MINIMUM
43" MIN
PLAN
SPUTTER
15y2„
A
DIRECTION OF
4„ OVERFLOW
TOP SLAB
INLET
ELEVATION W
= 14.50'
TOP SLAB
DETAIL OF OVERFLOW
15Y2" 19Y2"
SECTION B-B - INLET
8"
DIRECTION OF
PRIMARY OUTFLOW -
(TO BASIN)
A
4"
TOF
CONCRETE SLAB
FOR EXPECTED
BYPASS FLOW OUTLET
ELEVATION'D'=12.80'
3000 P.S.I. CONCRETE
GROUT INLET
— TO TIE TO
FLOW SPUTTER
SECTION C-C PRIMARY OUTLET
TOP SLAB
IIMARY OUTLET
VATION W=13.20'
SECTION A -A
NOTES:
1. EITHER SOLID BRICK SOLID BLOCK OR PRECAST
CONCRETE MAY BE USED.
2. USE MINIMUM 3000 P.S.I. CONCRETE MIX.
3. DRAWING N.T.S.
APPLY GROUT AS REQUIRED
TO OBTAIN OULET ELEVATION
LEVEL SPREADER WITH NO BYPASS
a
OVERFLOW
IW—W
BYPASS
FLL
m
LEVEL SPREADER
SECTION -AA WALL LEVEL SPREADER
permanent Soil
NATURAL GROUND
Reinforcement Mat
(PSRM)
2
'min. °§v'
1.
max.
I--- V min. y
6" Reinf. Conc.Wall
(Or 8" Block Wall)
•9.
�6" Conc.Footing
PRIMARY OUTLET
APPLY GROUT TO
OBTAIN ELEVATION
BASIN TOP BASIN TOP
ELEVATION ELEVATION
Final 15.0 ' Final Grade
Grade 14.0' STORAGE ELEVATION
13.0' g\�
2' MIN. OUTLET SIDE OF BASIN
----------------------------------------------SHWT __ 11_04'_---
INFILTRATION BASIN SECTION
N.T.S.
701 Corporate Center DriveSuit
EarthTech
Raleigh, NC 27607
C_'/°�1�
ATyoo Intonational Ltd. Company 919-854-6200
®MilENI0FIXEM�W IMNLLFMGNFS BIm1®IW CONNIO
MARINE CORPS BASE
CAMP LEIEUNE, NORTH CAROUNA
DES. BRPEASE
SPECIAL MISSIONS TRAINING
CENTER
TRAILER SITE
SITE DETAILS
�k+'�pfRN
? F+
¢SEAL
.� 22013
NN11k '7 k/$lOS
DR. B R PEASE
CHm. J W JENKINS
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC DATE
SIZE
D
CODE IDENT. NO
80091
NAVFAC DRAWING NO.
60000678
SATISFACTORY TO: DATE
CONST.CONTRNO. N4008505a-0045
SCALE: NTS
I SPEC. 05-OB-DD45
SHEET 3 OF 8