SW8080907_APPROVED PLANS_20120709

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 D�, o9 07
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

LEGEND
�* y WETLANDS
r— FENCE
TREE LINE
POWER POLE/LIGHT POLE
MONITORING WELL
v,
ELECTRIC MANHOLE
(D
TELEPHONE PEDESTAL
WATER VALVE
FIRE HYDRANT
0
SEWER MANHOLE
(D
CLEANOUT
vWv
NOTES:
1. MONITORING WELLS LOCATED IN PROPOSED CONCRETE TO
BE REPLACED OR UPGRADED TO BE TRAFFIC LOAD RATED
AND FLUSH WITH FINAL GRADE,
2, UTILITY VAULTS AND MANHOLES TO BE ADJUSTED FLUSH
WITH FINAL GRADE.
B" THICK CONCRETE
-MODULUS OF RUPTURE 650 PSI
JOINT SEALANT
SMOOTH DOWELS %" DIA, x 16" LONG
CONTROL ;JOINT 12" Q.C. TYP. #4 BAR GRADE 60
2" 1 12" O.C. EACH WAY TYP,
✓ , ,
' f
20MIN, COMPACTED SUBGRADE
SELECT FILL 95% MAX. DRY DENSITY
ASTM D 698
SECTION A
-A
- --
TYPICAL
JOINT
DETAIL
IMPERVIOUS PARKING
AREA NOT BUILT DUE
TO UTILITY CONFILCTS
MH
216
4 BAR 12" O,C,
F1H
APPLY HIGH CHEMICAL RESISTANT
EPDXY SOLVENT -FREE COATING TO
ALL INTERIOR CONCRETE SURFACES
#4 BAR 12" O.C, .EACH WAY
SECTION B--8
EXISTING ASPHALT
REMOVE EXISTING FENCE
AS REQUESTED BY OWNER—,,
REMOVE POLE AND
OVERHEAD LINE ,0,
(SEE SHEET E---4) —:20
6" CURB
#4 BAR
- SEALANT
—16"
TIE PROPOSED TO
EXISTING FENCE
DROP
INLET
STORM
MANHQLE.-.-w_-
MANHOL,X.
JUNCTION
MW
EXISTING BYPASS PIPE
NOTE; MAXIMUM
JOINT SPACING 60'
1 5 5' i
ME
CONCRETE
CONTROL
JOINTS(TYP)
�EJ
90,
PROPOSE
cv
CONCRETE
—
PARKING
A
A
!j
i
—----- x
BYPASS PIPE ROUTED
TO LEVEL SPREADER
WITH VEGETATED
FILTER STRIP
1 I
i
EXISTING ASPHALT
UPDATED TOTAL IMPERVIOUS
AREA = 15,694 SF
SPUTTER
BOX
i�
x JUNCTION BOX
226' I
at
14'
i
wV
x !
WV SSMH!'
6wv •
H PIP
PIP
------ IMPERVIOUS PARKING --
PROPOSED CHAIN AREA NOT BUILT DUE
LINK FENCE TO UTILITY CONFlLCTS
0
WV
A2
:,li -. _-
4
= REMOVED IMPERVIOUS AREA
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
)I✓ WATER QUALITY
0 15 SO 60 90 120
i
JUL. 11 2112

TEMPORARY SEDIMENT TRAP SCHEDULE
BASIN NO.
DRAINAGE
AREA
(ACRES)
DISTURBED
AREA
(ACRES)
Q10
(CFS)
BASIN DIMENSIONS
EMERGENCY
SPILLWAY
LENGTH
REQUIRED
VOL. (CF)
REQUIRED
SURFACE
AREA
Tsui
1 0.9
0.0
4.4 131-01X
162.0 X
3. 0
4
324�0
1901
LEGEND
TEMPORARY CONSTRUCTION ENTRANCE/EXIT,
SEE DETAIL SHEET C-10
LIMITS OF DISTURBANCE
PROPOSE SPOT ELEVATION
-- ---- TEMPORARY DIVERSION DITCH, SEE DETAIL THIS SHEET
LEVEL SPREADER, SEE DETAIL SHEET C-10
TST#3 TEMPORARY SEDIMENT TRAP, SEE DETAIL SHEET C-10
Ad0Q06
4 6
ROCK INLET SEDIMENT TRAP, TYPE-C
A O
000000
----14,414— TEMPORARY SILT FENCE
' TEMPORARY ROCK SILT CHECK, TYPE-S
•• �• DRAINAGE AREAS
TEMPORARY DIVERSION DITCH
IN FILL SECTION
(GRASS LINED SWALE)
Z.
�.l D=0.5'(MIN)
EXISTING
GROUND 1'-2' BASE
PROPOSED
FINISHED
Not t0 Seale) GRADE
TEMPORARY DIVERSION DITCH
IN CUT SECTION
(GRASS LINED SWALE)
J EXISTING
GROUND
PROPOSED FINISHED
1' - 2' B AS E GRADE
( Not to Seale)
LEGEND
'
WETLANDS
FENCE
TREE LINE
POWER POLE/LIGHT POLE
MONITORING WELL
ELECTRIC MANHOLE
(D
TELEPHONE PEDESTAL
WATER VALVE
FIRE HYDRANT
a
SEWER MANHOLE
O
CLEANOUT
TEMPORARY SEDIMENT TRAP INSTALLED
AND MAINTAINED DURING CONSTRUCTION.
UPON SITLE STABILIZATION, SEDIMENT TRAP
TO BE REMOVED AND LEVEL SPREADER DROP
AND VEGETATION BUFFER INSTALLED.
TEMPORARY ROCK SILT CHECK,
TYPE—B 0 50' TYP
l�
(� 25'X50' TEMPORARY
GRAVEL CONSTRUCTION
FH ENTRANCE/EXIT
INSTALL 30' OF TEMPORARY 12" CMP IN
DIVERSION DITCH: REMOVE CMP UPONV
COMPLETION OF SITE STA31LIZATION AND -` y
PRIOR TO CONSTRUCTION OF DRIVEWAY,
CONTRACTOR SHALL RAISE EXISTING MANHOLE
09
RIM TO FLUSH WITH PROPOSED GRADE,
EXISTING RIM = 9.74'- f.
INLET
STORM
MANHOLE
MANHiDI,.IA'������,•
---
Q UIvcTIo
B
TOP= 12.5
W
TST 1
INV=7.5
6' DIP
1 E)� awl
IRA zrmno
T FENCE—,
(TYP)
TEMPORARY'
SEDIMENT TRAPr,
IP ELEVV=8.8'
INV=7.4-
x �,� DIP
LARGE PARTICLE STRAINER
INV= 7:0 ZINC PLATED STEEL
I 4 N PT
f I
SPUTTER
BOX
PROPOSED RIM = t12.25' 12� 11 NV=8.0
.7
WV
PROPOSED
BYPASS
RE-ROUTED
JUNCTION BOX
I TOP=±1 1.5
-t INV=7.5
ROCK INLET
SEDIMENT TRAP,
TYPE—C
I
PROPOSED
SAND FILTER #5
� DRAINAGE AREA - BOTTOM ELEV=7.5`
SAND FILTER S TOP OF SAND=9.7`
I STORAGE ELEV=1 1,0'
TOP ELEV=12,0'
SSMId ! (SEE DETAIL SHEET I: --14)
,A
PP
vi
L._
f
REVISIONS
5YM DESCRIPTION DATE APPROVED
Al PARKING LOT LAYOUT 9f30/09 SPG
-PROPOSED
BASIN
INSTALL GEOTEXTILE FABRIC TO SLOPES
THAT ARE GREATER THAN 3H:1 V AND VEGETATIVE
-"PROPOSED BERM
ELEV=6'
PROPOSED
OUTLET BASIN
NOT BUILT
%. =REMOVED IMPERVIOUS AREA
i 15 30 .i •0 120
GRAPHIC
L P.

4 3 t] 7 7 i 5 16
A
G
_.
l
�_ _.___..._
__-
JA KSONVIL
°�"`
I
I
GEIGER
ARE"
VVV
h
I
c
Tr. PARK
II I
IDVIIAY
i
a
PARK
i
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MONTF(ROAp
POINT O
t COO
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us
NAVALHOSPITAI
>
I
4�
MARINE'COR
AIR SVi
ONPS:7o.,
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MANOR
&T7
� I
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WATKI
S
I
I
I
(
P P4IN a
y ViLLACE
,+
BASES
ITARY
AREA
LANDFILL,
2
.._.__
S
RACE
COURSE I
AREA
!�
4
S872
I
YDSI/INORIAL
�
AREA
i
AD
POINT
AREA
I
Ao�
I TRIANGLE
OUTPOST
-----�FCRE
REI� CH
K LANDFILL
ARM
j
��
AM
RHODES
POIN T
;L14000
I
j
AREA
a�
I
RAG K2
ICOMBAT
TOM
ENGINEER ANTI-TANK
STOCKADE RANGE
I
j
RIFLEPROJECT
RANGE
SITE
r
ENGINEER mar
!
��'q
FRE
i
BEACH �
1�
�
P
2000 0 400C
l Al
P
........ -----------
L---- —............... --
l_ _
_—_
_ _ _
Rr.AI F IN FEET
LOCATION MAP - U. S. MARINE CORPS BASE -CAMP LEJEUNE, N.C.
COURTHOUSE BAY
MARINE CORPS BASE,
CAMP LEJEUNE, NORTH CAROLINA
Goldsboro — Kinston ©over
US 70 New Bem �,\]
Tuscarora ,s(�
OAK GROVE
Trenton SevenERRY POINT
—
Springs
o v I� P#IaGicB 1
--- Mt. Olive Havelock ply
Pink Comfort Maysville
Hill �1?
tit eaufort
Richlands Jc, Morehead City
Warsaw
Beulaville
Jacksonville
Magnolia '!! Swansboro N
Verona R�GFR P
Rosehitl ' 0
Dixon CAMP LE,IUENE
Wallace
Folkstone
(i T
Sir Holly Ridge
Burgaw
Words Comer G
J �
Hampstead �
Scoffs Hill
V
Arne 5 0 10 15 20
Delco Wilmington
& 76 Leland
Bolton SCALE IN MILES
VICINITY MAP - CAMP LEJEUNE. N.C.
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
G-1
TITLE SHEET AND INDEX
G-2
EXISTING CONDITIONS
G-3
SITE OVERVIEW
OMITTED)
(OMITTED)
C-3
POV 1 PARKING SITE PLAN
C-4
POV 1 PARKING GRADING PLAN
C-5
POV 2 PARKING SITE PLAN
C-C
POV 2 PARKING GRADING PLAN
C-7
ADMINISTRATION AND SUPPLY BUILDING SITE PLAN
C-8
ADMINISTRATION AND SUPPLY BUILDING GRADING PLAN
C-9
CIVIL DETAILS
C-10
EROSION AND SEDIMENT CONTROL DETAILS
C-11
FENCE DETAILS
C-12
SAND FILTER #1 & #4 DETAILS
C-13
SAND FILTER #2 & 93 DETAILS
C-14
SAND FILTER #5 & 96 DETAILS
C-15
OPEN THROAT CATCH BASIN WIFLOW SPLFTTER DETAIL
C-16
SAND FILTER STRUCTURAL DETAILS
5 bB—;F b!'651 WNe PhAN $;1R0 i j0NMENTAL
W-I(EMOLINA
F=-4
P9Y PARKING 69T h:161 1;FI? . 6 RETAI,i
ENV1
-A-Q
A O _ ^ S 1P61 V B 111 R1A1P+ A 17GWR;CftiT1 IRA 1 r1CTA 11 C '-5/
i
35 TOTAL SHEETS
re -SS
701 Corporate Center Drive
EarthTech Suite475
Raleigh, NC 27607
ATyco International Ltd. Company 91"54-6200
COVER SHEET
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMIAPM
MARINE CORPS BASE
E.T. PROJECT NO. 103352
CAMP LEJEUNE, NORTH CAROLINA
©ES. - S. GLEASON, P.E.
AAV COMPANY
INTERIM FACILITIES
AT COURTHOUSE BAY
DR. K. HUGHES
CRA�j
°yreesee�
�k9 SIO��.p
� SE a �
CHK, � B. JENKINS, P.E.
SUBMITTED BY.-
DESIGN D1R.
3�5 r p
APPROVED: PWO OR OICC DATE
SIZE
CODE IDENT. NO
80091
NAVFAC DRAWING NO.
60001816D
CONST.CONTR NO. N40085-MB-OD40
SATISFACTORY T0: DATE
SCALE: NTS • SPEC. 05-084XI40
SHEET 1 OF 35
j I
1
,

0 50 100 200 300 400
GRAPHIC SCALE: 1" = 100'
LEGEND
x Y 4
Y Y WETLANDS
-- FENCE
YYY, TREE LINE
POWER POLE/LIGHT POLE
o MONITORING WELL
® ELECTRIC MANHOLE
(D TELEPHONE PEDESTAL
® WATER VALVE
°0 FIRE HYDRANT
® SEWER MANHOLE
O CLEANOUT
OH
1:7
'�D
0 0
o CA�o�
OH
i TBM NAIL
ELEV=11.73
k Y
Y
k
k #
AL
Y
k is
i
k Y
k #
'k
*
i
i t
j
x k
k x
x
t
# R
# Y Y
Y
k
i
PARKING
AND ACCESS DESIGNED,
Y
Y
PERMITTED AND
CONSTRUCTED
k
x
UNDER
NAVFAC
CONSTRUCTION
}
k #
Y
CONTRACT
NO.
N40085-08—B-0031
i
A,Y
Y 9e Y
k Y
x
X
R
i Y
3 Y x
Y
1Y 9e
#
k k
#
'k
#
f f
k x
x
Y Y
x
R
i
*
�t
#
i
Y
i
x
i fk
i #
t x
I Y f
i ie Y
x :kk
& Y # x
�k Y i� Y
Y
]k
Y
k
k #
k
k i
Y
t
i
t
i
x
i #
i i
4 Y. Y
i Y Y
it
3 I A x
#
Y
k
Y �k
k x
Y
Y
R
i
x
i y,
i
f R Y
�k ;k Y
lk ar Y Y
t A 1k i
Y
#
L
k * R Y A x x * 2006 COE APPROVED
WETLAND BOUNDARY
EXISTING
ASPHALT
I ��—
H
� N`
C
PROJECT LIMITS
2006 COE APPROVED
WETLAND BOUNDARY - - - O
c J*i9
j
TBM NAIL
® ELEV=8r09
Qc LJ
CAI
TBM NAIL
ELEV=8, 20
':�Y
ON
2006 COE AP
WETLAND BOU
PARKING AND ACCESS DESIGNED, n� `
PERMITTED AND CONSTRUCTED - -
UNDER NAVFAC CONSTRUCTION/
CONTRACT NO. N40085-08—B-0031
TRAYS
JURISDU IflNED - ` TBM NAIL P A��A�,
A ROVED _ - ELEV=8.86 p p ®
,j` O f 4
WETLANDS
NDARY G E
BLL
Q - -
GWELL (TYP)
TBM NAIL (TYP) - - v��G C�8 � � � i � TBM 14
LP ELEV=7 2
ELEV=10.06 CONCRETE
co SPILLWAEXISTING
w V
Oo �Q� ASPHALT
O GWELL 6� /< LP PARKING /
�Q (TYP) Q G
14' PINE
�Q LP O
GRAVEL G ELL
o (TYP)
TBM NAIL o�
ELEV=13,fi5
EXISTING
ASPHALT
I
TBM NAIL
ELEV=1 1.91
V
0
0
o \"
U
D
EXISTING
ASPHALT
1111� 'O�
so
�h
EXISTING
gab, ASPHALT
13
A�
0
I
2
O,y
a�
701 Corporate Center Drive
EarthTech Suite 475
Raleigh, NC 27607
G�2
A Tyco International Ltd. Company 919-854-6200
n�
O V
EXISTING CONDITIONS
DEPARTMENT OF THE NAVY NAVAL FACILMES ENMNEERINO OOMMAND
MARINE CORPS BASE
E.T. PROJECT NO. 103352
CAMP LEJEUNE, NORTH CAROLINA
DES. S. GLykSON, P.E.
IJ
AAv COMPANY
INTERIM FACILITIES
AT COURTHOUSE BAY
DR. K. HUGHES
�`"�Aq°
*�.•`•'••4, �j
�a QQF�sS'10 %y9
•
CHK. B. JENKINS, P.E.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC DATE
SIZE
p
CODE (DENT. NO
soar
NAVFAC DRAIMNG NO.
60001817
•rty
A Gt- �'3 jr o
I
CONST.CONTR.NO.
SATISFACTORY TO: DATE
SCALE: 1" =100k
SPEC. 05-MOD40 SHEET F OF 35
r. :T 7T _7
�' k',�• 1':�' �/. k,� �', � � 1, .�i. } '�''

OH
REVISIONS
SYM DESCRIPTION I DATE JAPPROVED
UPDATED JURISDICTIONAL APPROVED WETLANDS BOUNDARY 12/18/101 BMD
CD
0
0
ONG
0�
#
i
k
;
Y
O
v
k #
i
} i
k
k
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k
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k
A
k
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*
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PROJECT LIMITS
WETTLA006 ND BOUNDARY _ . w . - - _ - _ - . .
SAND FILTER
# 4
k k k k i k ; k * , 2006 COE APPROVED
WETLAND BOUNDARY
i
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DRAINAGE AREA
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RAI NAGE
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LEGEND
v
;
Y ; WETLANDS
_---
FENCE
TREE LINE
POWER POLEILIGHT POLE
o
MONITORING WELL
ELECTRIC MANHOLE
m
TELEPHONE PEDESTAL
0
WATER VALVE
.0
FIRE HYDRANT
®
SEWER MANHOLE
O
CLEANOUT
l
MEAN HIGH
WATER LINE
® COURTHOUSE BAY
0 50 100 200 300 400
PROJECT LIMITS
GRAPHIC SCALE: 1" = 100'
2010
701 Corporate Center Drive
EarthTech Suite 475
Raleigh, NC 27607 ■w
A Tyco International Ltd. Company 919-854-6200 G3
SITE OVERVIEW
DEPARTMENT OF THE NAVY NAVAL FAOU'n68 0"NE-MNa COMMAND
MARINE CORPS BASE
E.T. PROJECT NO. 103352 CAMP LEJEUNE, NORTH CAROLINA
DES. S. GLEASON, P.E.
DR. K. HUGHES AAV COMPANY
C�RO CHK. B. JENKINS, R.E. INTERIM FACILITIES
°••'dFeSSro`.'yp s SUBMITTED BY: AT COURTHOUSE BAY
��Q SEAL 9� = DESIGN DIFL
'02S 9 APPROVED: PWO OR OICC DATE SIM CODE (DENT. NO NAVFAC DRAWING NO.
❑ 80091 6000-1818
SATISFACTORY TO: DATE CONST.CONTR.NO. N40085-08-8-0040
3��3�IC7 SCALE: 1" = 100' SPEC. 05-MOO40 1 SHEET 3 OF 35

OL
LEGEND
WETLANDS
FENCE
-�,. TREE LINE
i POWER POLE/LIGHT POLE
MONITORING WELL
o ELECTRIC MANHOLE
® TELEPHONE PEDESTAL
0 WATER VALVE
-0 FIRE HYDRANT
® SEWER MANHOLE
O CLEANOUT
®wV
OH OH p:
•
NOTES:
1. MONITORING WELLS LOCATED IN PROPOSED CONCRETE TO
BE REPLACED OR UPGRADED TO BE TRAFFIC LOAD RATED
AND FLUSH WITH FINAL GRADE.
2. UTILITY VAULTS AND MANHOLES TO BE ADJUSTED FLUSH
WITH FINAL GRADE.
8" THICK CONCRETE
MODULUS OF RUPTURE 650 PSI
JOINT SEALANT
SMOOTH DOWELS
'�4" D IA, x 16"
LONG
CONTROL Pt JOINT 12" O.C. TYP.
#4 BAR GRADE 60
12" O.C.
EACH WAY TYP.
811
T T\�/\T\/I\/x\T�\��\T�\TI\�I\��\�I\'���
20" MiN,
COMPACTED SUBGRADE
SELECT
FILL 95% MAX. DRY DENSITY
ASTM D
698
SECTION A --A
TYPICAL JOINT DETAIL
off
APPLY HIGH CHEMICAL RESISTANT
EPDXY SOLVENT —FREE COATING TO #4 BAR
ALL INTERIOR CONCRETE SURFACES SEALANT
FELT
#4 BAR 12" O.C. #4 BAR 12" O.C. EACH WAY
SECTION B-B
MH TIE PROPOSED TO
• EXISTING FENCE
EXISTING ASPHALT
REMOVE EXISTING FENCE
AS REQUESTED BY OWNER
REMOVE POLE AND
OVERHEAD LINE
FH (SEE SHEET E-4)
6" CURB
1 24'
13
r
x B
38'
•
SSMH
.... — — A
r---� T
x L---J
G o SSMH MW
MW MW MW
WV_
x
LP
n
X x
1ci
STORAGE FACII
6" BOLLARDS
EVERY 5' O.C.
(SEE DETAIL)
LATE SIZE OF
VEHICLE (TYP)
DROP
INLET
a STORM
MANH
MANHO c�c
G�
NG FAN JUNCTION eG
BOX
0
MW
NOTE; MAXIMUM
JOINT SPACING 60'
1551 ,
CONCRETE
CONTROL
JOINTS(TYP)
0
PROPOSED N
CONCRETE
PARKING
A A
N
r
OH PP • •
I � I
LJ J
x
COURTHOUSE ROAD
(EXISTING ASPHALT)
x
7�
EXISTING ASPHALT
l x
SPUTTER
BOX
x -,,--JUNCTION BOX
go
1 x
26'
x
14'
WV X
PROPOSED CHAIN
LINK FENCE
9
OH
OH
•
0
A2
OH
s
REVISIONS
SYM DESCRIPTION I DATE JAPPROVED
Al PARKING LOT LAYOUT 19/30/091 SPG
0 15 30 60 90 120
GRAPHIC SCALE: 1" = 30' p
701 Corporate Center Drive
EarthTech Suite 475
Raleigh, NC 27607
A Tyco Intemational Ltd. Company 919-85"200 C�3
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
POV 1 PARKING SITE PLAN MARINE CORPS BASE.
E.T. PROJECT NO. 103352 CAMP LEJEUNE, NORTH CAROLINA
DES. S. GLEASON, P.E.
DR, K. HUGHES AAV COMPANY
116 "GAR CHK. - B. JENKINS, P.E. INTERIM FACILITIES
�.••FES3ir•°SUBMITTED BY: AT COURTHOUSE BAY
.tea oti•.�
s DESIGN DIR.
I APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING NO.
60001821
s000l
SATISFACTORY TO: DATE CONST.CONTR.NO. N40085-0&&0040
1 ' a SCALE: 1" = W SPEC. 05-08-OW SHEET B OF 35

1
l
REVISIONS
REVISIONS
SYM
DESCRIPTION
DATE
APPROVED
PARKING LOT LAYOUT
9/30/09
SPG
2
LABEL CONCRETE ENTRANCE
12/21/09
Bill
ly
-PROPOSED
BASIN
INSTALL GEOTEXTILE FABRIC TO SLOPES
THAT ARE GREATER THAN 311l AND VEGETATIVE
--PROPOSED BERM
ELEV=6'
INV=4,5
5
r
T FENCE -
TEMPORARY l
SEDIMENT TRAP ro
1
IP ' FV=81-8 ..--
IN_V=7.4 ,
i
— LARGE PARTICLE STRAINER
x 4" DIP ZINC PLATED STEEL
4" NPT
SPUTTER
BOX
JUNCTION BOX r
CURB WITH FLUME INV=7,5
�12.40 ° 11.40
EOC �- - 114LET DOCK INLET
SEDIMENT TRAP,
CONTRACTOR SHALL RAISE EXISTING MANHOLE EOC PE-C
SSMH RIM TO FLUSH WITH PROPOSED GRADE,
12.30 EXISTING RIM = 10.31' :2 '
r
PROPOSED RIM = t 12.02' co A � n
CONTRACTOR SHALL RAISE MONITORING WELLS
AND WATER VALVE TO FLUSH WITH GRADE AND
STRENGTHEN THEM TO SUSTAIN TRAFFIC LOADS 14DRAT GE AREA
SM oW IN THIS LOCATION. SAND PET 5
• MW WV
12.10 1 _ �_ w `.
WV { SSMkI
12. 0 - 1
oe Pp, TOH oPoH
`- 1 1.80
--
x x x x x ----�� -
12.191 COURTHOUSE ROiD- GRADE AROUND EXISTING POWER
EX SPOT (EXISTING ASPHALT) r POLE. CONFIRM OVERHEAD CLEARANCE
_ -- OF 10' OR GREATER.
TEMPORARY SEDIMENT TRAP SCHEDULE
DRAINAGE DISTURBED EMERGENCY REQUIRED
AREA AREA I Q70 I I SPILLWAY REQUIRED SURFACE
BASIN NO. (ACRES) (ACRES) I (CFS) I BASIN DIMENSIONS I LENGTH VOL. (CF) AREA
TST#1 0.9 0.9 1 4.4 131.0 X 162.0 1 X 13.50 3240 1901
LEGEND
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION ENTRANCE/EXIT, IN FILL SECTION
SEE DETAIL SHEET C-10 (GRASS LINED SWALE)
r
LIMITS OF DISTURBANCE Q.1 D=0.5'(MIN)
R
�1�Qe PROPOSED SPOT ELEVATION GRIOUND 1'-2' BASE
PROPOSED
FINISHED
-P-- --mill TEMPORARY DIVERSION DITCH, SEE DETAIL THIS SHEET ( Not to Scale) GRADE
TEMPORARY DIVERSION DITCH
LEVEL SPREADER, SEE DETAIL SHEET C-10 IN CUT SECTION
IN
LINED SWALE)
TST#3 TEMPORARY SEDIMENT TRAP, SEE DETAIL SHEET C-10 A. J EXISTING
GROUND
PROPOSED FINISHED
°'°°°° ROCK INLET SEDIMENT TRAP, TYPE-C 1'-2' BASE GRADE
o°°° ° ( Not to Scale)
q TEMPORARY SILT FENCE
LEGEND
WETLANDS
-- FENCE
�YYYY� TREE LINE
i POWER POLE/LIGHT POLE
o MONITORING WELL
0 ELECTRIC MANHOLE
® TELEPHONE PEDESTAL
® WATER VALVE
FIRE HYDRANT
® SEWER MANHOLE
O CLEANOUT
TEMPORARY ROCK SILT CHECK, TYPE-B TEMPORARY SEDIMENT TRAP, iN' TALLED
AND MAINTAINED DURING CONSTRUCTION.
UPON SITLE STABILIZATION, SEDIMENT TRAP
��- DRAINAGE AREAS TO BE REMOVED AND LEVEL - SPREADER DROP
AND VEGETATION BUFFER INSTALLED. INLET
, I STORM
MANHOLE ,'.::
r0..
7
OH
_ - TEMPORARY ROCK SILT CHECK,
I
- •> :- ";
.'
�." TYPE-B 0 50, TYP
' MANHOLE-
25 X50 : TEMPORARY
CONCRETE
`', ENTRANCE
GRAVEL CONSTRUCTION
�- -�.' •' �
- -
ENTR� NCE/EXIT
FillB
UNCTf
TOP=t 12.5
�
IMSTALL 30' OF TEMPORARY 12" CMP IN
DIVERSION DITCH, REMOVE CMP UPON
- %' W
TST#1
COMPLETION OF SITE STABILIZATION AND
PRIOR TO CONSTRUCTION OF DRIVEWAY.,.".::
-
INV=7.5
INV=7.
CONTRACTOR SHALL RAISE EXISTING MANHOLE
6" DIP
RIM TO FLUSH WITH PROPOSED GRADE.
n
EXISTING RIM = 9.74'
PROPOSED RIM = f 12.25'
•
1 1.70
NV=8.
'
EOC
EJ
WV
PP
0H-
�� LIMITS OF f
' DISTURBANCE=
1.19-ACRES
\0
Al 9 12.40
EOQ�
w ,
OH
1
ME
att Ut IRIL Z011 I t;- i 411 - 0 15 30 60 90 120
f
CH Oil OHTV
WV -
GRAPHIC SCALE. T' = 30'
MAC 2 9 2 010
Ql_�•C.1 phi
2QQQOE�SSIpy'+.•�fi9
• s5A�
701 Corporate Center Drive
EarthTech Suite 475
Raleigh, NC 27607 .�w
A Tyco International Ind. Com4
pany 919-854-6200
POV1 PARKING DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
GRADING PLAN MARINE CORPS BASE
E.T. PROJECT NO. 103352 CAMP LEJEUNE, NORTH CAROLINA
DES. S. GLEASON, P.E.
DR. K. HUGHES AAV COMPANY
CHK. B. JENKINS, P.E. INTERIM FACILITIES
SUBMITTED BY: AT COURTHOUSE BAY
DESIGN DIR.
APPROVED: PWO OR OICC DATE SIZE CODE IDENT. NO NAVFAC DRAWING NO.
D 80091 60001822
SATISFACTORYTO: DATE CONST.CONTR.NO. N40085-08-B-0040
SCALE: 1" = 30' SPEC. 0540840040 SHEET 7 OF 35

KAI"
0
.. .. ... .. ...
OMW EXISTING WETLANDS 1 REVISIONS
(DO -'NOT DISTURB) Sym DESCRIPTION DATE APPROVED
4v 50 LIP ELEV=9,1b'
VEGETATIVE 4v MATCHLINI
SEE SHEET C-A)..
4v 13UFFER
, INV=8• LEGEND
0 _
z 5
LEVEL 2 JUW,-TI:6I0 .BOX E TEMPORARY -SWALE W11_N/
SPREADER INV IN=8.45 W O SY MATTING TEMPORARY CONSTRUCTION ENTRANCE/EXIT,
INV,OUT=8.30
SEE DETAIL SHEET C-10
12 j & RCP
BYPAS
'\v IEL 1 13.50 DRAINAGE AREA:; LIMITS OF DISTURBANCE
LIP ELEV=8,50' 1,24 ACRES
EOP
KAW--
01
TS 3 SILT FENCE
LEVEL LI
SPREADER,.,,
PRO
INV=8.00 SAN
_18"_ DIP BOT
13.10
'ELEV=i 2.6 op
I 'mw QPROPOSED SPOT ELEVATION
3.
00
12.90 CONTRACTOR SHALL ADJUST MONITORING 13.40
TEMPORARY DIVERSION DITCH, SEE DETAIL THIS SHEET
r_EOP WELLS FLUSH WITH GRADE. SEE DETAIL SHEET EOP X
r-o TYPICAL FOR ALL MONITORING ELLS
LARGE PARTICLE STRAINER 13.00 1� rr-MAMINIll LAVLmolu lik-,ri, C DETAIL THIS SHEET
12.85 SPOT DISTURBED BY CONSTRUCTION./ (DOWNHILL
ZINC PLATED STEAL SI;`1JRAGL LLLV' -1
13,30
8" NPT T01k� �L= 1.�.4' 13.60
A X
(SEE V�ET C- 12) 0) SPU BOX SPOT EOP
mm .
1m%/=Q -4 ftftftft LEVEL SPREADER, SEE DETAIL SHEET C-10
EXISTING WETLANDS LINE SWALE, W/
(DO NOT DISTURB) RE8 kY •
60 SY MATTING
TST#3 TEMPORARY SEDIMENT TRAP, SEE DETAIL SHEET C-10
ELEV= 12.
INSTALL TEMPORARY DIVERSION
DITCH AND SEDIMENT TRAPS AT TEMPORARY ROCK SILT CHECK, TYPE-B
THE START OF THE PROJECT.
UPON SITE STABILIZATION, REMOVE 0
0 ROCK INLET SEDIMENT TRAP, TYPE-C
() DIVERSIONS AND SEDIMENT TRAPS ROCK INLET 000000
AND INSTALL SAND I-ILIFil WITH
CP*r)1hAf7MT TPAJO
'-
SILT FENCE ON DOWNHILL SIDE. TYPE-C (TYP) DRAINAGE AREAS
CONCRETE
66' PAD
j- DIVERSION DITCH
A E* 1:�'-50 EM LEGEND
MIN `ONI�=)R SHALL RAISE 10 IN FILL SECTION
011 (GRASS LINED SWALE)
a
EXISTING MANHOLE RIM TO @ 010 FLUSH WITH PROPOSED GRADE,
%0, - A 0 OSED ---
IER ;04 UUU
BO
TOP
INV=9.0 T
OP
(SE
LEVEL
SPREADER
1:141.14-1110 1
PAY MATTING-,l
7 ELECT \1 D=0.5'(MIN) WETLANDS
U LT
MW
o Q FENCE
EXISTING
GROUND 1'-2' BASE
BAS
LINE SWALE W/ PROPOSED TREE LINE
(D 105 SY MATTIN l i, FINISHED
FORE3AY t (D Not to Scale) GRADE
13.30 Mw Mw
"./-EOP DIVERSION DITCH 46 POWER POLE/LIGHT POLE
IN CUT SECTION
k-3, 4 5
START SW) 13.70 MONITORING WELL
kL (GRASS LINED SWALE) 0
D V, POl SPOTS I x nr%
IrT EXISTING DITCH
)p
ELEV=11.80?4-'EOP
1 SIDE LOPES D =_L5'(MAN)
EXISTING
INAGE AREA FOR SAND '7
G DRAI GROUND ELECTRIC MANHOLE
R A%%m%V FILTER #1
P ER BO 0 TELEPHONE PEDESTAL
PROPOSED FINISHED
Z �y INV= 60 13.40 `-2' BASE GRADE
F --,, DO NOT
UNCTION---B0X_- SPOT ER..VGN
ELEV=9.
0
Ei.EV=
SHEET
SAND= 1 .7,
LEV= 1 A
13.4
C-1.
X ullir 3VV/AL. Vy/
I NV _9_3 ELEV= 12 0 90 SY MATTING' 13.50 Not to Scale) WATER VALVE
INVI"OUT MONITORING WELL EOP •
TO Q REMOVED
FILTER
FIREHYDRANT
#4
f LNG
1 loo
OP
MW
SEWER MANHOLE
MIN
­
41 0 CLEANOUT
S 0 F
DISTUR
=4.01 -ACRES 0
4 0
OP
EMH
= LEV12.80
PP
0 10 20 40
60 80
TIE JO EXISTING GRADING
Mw I I
OA,
GRAPHIC SCALE. 20'
V, AR
wV 0 10
ADJUST WATER VALVES 14-60
7 LUSH WITH GRADE (TYP)
EOP ti 701 Corporate Center Drive _C' 6
Suite 475
25'X50' TEMPORARY EarthTech Raleigh, NC 27607
.PP A Tyco Intemational Ltd. Company 919-854-6200
GRAVEL CONSTRUCTION _j
ENTRANCE/EXIT G DE AND PAVE AROUND EXISTING DEPARTMENT OF THE NAVY NAVAL FACILITIESENGWERINGrAMS&AND SILT F TMp) OLO
POV 2 PARKINGCID EARA 10' OR GR�ATER. GRADING PLAN MARINE CORPS BASE
E.T. PROJECT NO. 103352 CAMP LEJEUNE, NORTH CAROLINA
co DES. S. GLEASON, P.E.
DR. K. HUGHES AAV COMPANY
CHK, S. JENKINS, P.E. oil, � INTERIM FACILITIES
t\ GA,90
R"
/?0_4 SUBMI17ED BY: AT COHRTHOMP RAY
TEMPORARY SEDIMENT TRAP SCHEDULE
BASIN NO.
DRAINAGE
AREA
(ACRES
DISTURBED
AREA
(ACRES)-
Q10
fCFS
BASIN DIMENSIONS
EMERGENCY
SPILLWAY
LENGTH
REQUIRED
REQUIRED SURFACE
VQL. C AREA
TST#2
0.93
0.93
4.5
32.01
X
1 64.0
1 X
13.50
3348 1965.
TST#3
0.39
0.39
1 1.9
121.01
X
1 42.0
1 X
13.50
1404 824
SCA
DESIGN DIR,
PPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAVANG NO.
14. 60001824
EOP
Base,
P G D 80091 CONST.CONTRAO. N400864)8-B-0040
SATISFACTORY TO: DATE
3/s/(o -Qf'Al I=- 11, = 2a 1 qpr-r. n�nsLnfun Rill Q flig 'kr,

_. �- _ - --- - - _ . _. _ � r. SS � ��. -�- - - - - �
;'� � „

50
ergT, VE &
FAR
LEVEL LARGE PARTICLE STRAINEI
SPREADER ZINCE PLATED" ! STEEL
LIP ELEV=6.8 8" NPT
INV=5.8,
8" DIP CONTRACTOR TO PROVIDE A
MINIMUM OF 1' OF F,-ILL OVER
PROPOSED DIP PIPE,
LARGE PARTICLE JUNCTION BOX
STRAINER TOP=8.5
ZINC PLATED INV IN=6,2
LEVEL� STEEL,, INV OUT=6.1
SPREADER 8" NPT
PROPOSED
INV=5.8 SAND FILTER #2
BOTTOM ELEV=7,5'
TOP OF SAND=7.6'
STORAGE ELEV=9.36'
TOP OF CONCRETE=10.0'
(SEE SHEET C-13)
J_
REVISIONS
LEGEND Sym DESCRIPTION DATE APPROVED
ROTATED BUILDING 189, REVISED STORM PIPING 9/30/09 SPG
TEMPORARY CONSTRUCTION ENTRANCE/EXIT, zMOVED LEVEL SPREADER 12/22/09 BMD
SEE DETAIL SHEET C-10 sDRAINAGE AREAS, CONCRETE CHANNEL DRAIN 13/18/101 13MD
NOTES:
LIMITS OF DISTURBANCE 1 • SOUTH SIDE OF BUILDING THE GUTTERS SHALL SPILL ONTO
CONCRETE APRON AND SIDEWALK THEN CONVEY TO SAND
FILTER IN CHANNEL AS SHOWN. NORTH SIDE OF BUILDING
SILT FENCE THE GUTTERS SHALL TIE TO 12" PVC PIPE AS SHOWN AND
CONVEY TO SAND FILTER IN PIPE,
roo 2. MONITORING WELLS LOCATED IN PROPOSED ASPHALT TO BE
F REPLACED OR UPGRADED TO BE TRAFFIC LOAD RATED AND
PROPOSED SPOT ELEVATION FLUSH WITH PAVEMENT,
3. UTILITY VAULTS AND MANHOLES TO BE ADJUSTED FLUSH
PERMANENT DIVERSION DITCH, SEE DETAIL THIS SHEET WITH PAVEMENT.
(DOWNHILL 4. REFER TO SHEET S-2 FOR RETAINING WALL DETAILS,
TST#3 TEMPORARY SEDIMENT TRAP, SEE DETAIL SHEET C-10
FLOW SPUTTER BOX W/ RIP RAP PROTECTED OUTFLOW
SEE DETAILS SHEET C-1 3 EXISTING WETLANDS00
A7 3 Q PRE -FORMED SCOUR HOLE (DO NOT DISTURB
1, LARGE PARTICLE STRAINER
TW TOP OF WALL ZINCE PLATED STEEL 8" NPT LIMITS OF
4-
Bw B0170M OF WALL DISTURBANCE=
4.01 -ACRES
LEVEL,
TEMPORARY ROCK SILT CHECK, TYPE-B SPREADER"
0"00
0 00 4
a 0
ROCK INLET SEDIMENT TRAP, TYPE-C LI ELEY=7.5' '
0
0 0
-A
ROCK INLET 0.
LLIP ELEV=6.5' SEDIMENT TRAP,
TYPE-C (TYP) CATCH BASIN, SEE DETAIL SHEET C-9
13" DI 8 DIP
-D -
BYPASS INl
INLET INV I
j
lo.. PAD-1 1.0
co
1EXISTING WETLANDS TW1;IItj,1.5
(DO NOT DISTURB) BW=8.,
ELEV=9.71
TAPER TO
EXISTINGGRADE
XELEV=7.5
-IV TW= 1,0.5
10 INV, IN 9.81 LF 6" PVC
INV. OUT 9.7
10 LF 6 'Pj(c
LEGEND INV-t'OT 9,IN--9.
.INV, 806
,v TW= 11.5
BW=8.7
WETLANDS LEV=9 1 .93
FENCE
TREE LINE
POWER POLE/LIGHT POLE PAD= 11
0 MONITORING WELL
ELE v - 10. 03
0 ELECTRIC MANHOLE
(D TELEPHONE PEDESTAL
0 WATER VALVE
ELEV= 1 C
.0 FIRE HYDRANT
'EXIING N
0 SEWER MANHOLE (DOT
NOT
0 CLEANOUT
Pl_�(f PRE -FORMED INV=7.0
\ ZO
TOP OF WALL SCOURHOLE
AT 8" DIP
EL. 6.50 PIPE OUTLET
LEVEL
+
SPREADER
E OUT==4.60 LIP ELIEV�=8.0'
D RAI NAG INV.
AREA #2 INSTALL GEOTExtiLE FABRIC TO SLOPES
ELEV=9.73 THAT ARE GREATER THAN 3H:1V 03 JUNCTION BOX
E.- (TOP
EE DETAIL INV=7.0
DRAI NAG TOP= 12.08
12" PVC PIPE (b
ELEV=9.8 TIE TO BUILDING AREA #3 TOP OF WALL INV=9.18
Y LINE SWALE W/
+
--T0P­Or WALL
UTTER SYSTEM EL. 6.50
.56' --- 0 - h=tm 1 45 SY TEMPORARY MATTING':
TRENCH INV.=1 1.4 TRENCH INV.= 11.1 x EL. 12.50
TOP= 11,7 TOP= 11.4 N= 444.3435 TEMPORARY ROCK SILT CHECK,
11 E 489934,013 -B (TYP)
4- TYPE
I tx
E d2897.9931
.ELEV=9.65 N=D1U4/1,1b/9
0
Wkb INV ut-
UAS
00000 0 00 10
x 2m
O GRADE TO DRAIN
PAD= 11.0 77 00
SEE OTE# 3 F I SPUTTER
BOX"
-INV.=9.84'
JUNCTION BOX N=310448.6450
i E=248�898.1005 INV. IN= ROCK
INV. IN=9.54 11 .10
t 10 LF 6" PVC . . .1 2�, Z I N=310443.131 0j SEDIMENT TRAP,
/,/-INV IN 9 89 INV. OUT=9.44 E=2489r5.5048,
CONCRETE CHANNEL DRAIN
INV: OUT '9.86 TYPE-C (TYP)
(SEE DETAIL, SHEET C-10) LF 1 = 11 Z.zu ' V I ' ELEV78.5
o r zn• 7a. �o.20%.
CONCRETE CHANNEL DRAIN
SEE, NOTE TRENCH INV.= 11,2
0"
#2 (\TYP) (SEE DETAIL, SHEET C-10)7�. TOP= 11.5
SEE NOTE# 1
7rp- "LIF 12 DI
0 0.15% --,-JCONCRETE
JENTRANCE I
3xTRENCH INV.= 11.25
TOP= 11, 55
PAD= 11.5 120 LF 24" RCP
0 0.25%
OPEN THROAT
7 1 11 a . . '
oo�
*< T-< ....... .
4 LATCH BASIN
_1L;nANNtL :(SEE DETAIL)
10 LF 610.00
ELEV= __1 -
TOP= 11.25
0 10 20 40 60
INV- 1 110.00 INV=9_30 80
INV. 0 1 9.97 OWNER
AD
JUSTED
OPEN THROAT mpo-qu mown 00IIIIIIIIIIIII
00 cr 00 I I ".
CATCH BASIN
(SEE DETAIL) GRAPHIC SCALE: 1" 201
108 LF 'i*"' : RCPO 0.'2 57. TOP= 10,50
INV=4.90
cy-
V)
OPEN THROAT U
PAD= 11.5 CATCH BASIN
(SEE DETAIL) 701 Corporate Center Drive
11 TCP=8.00 Suite 475
INV=5.17 EarthTech Raleigh, NC 27607
A Tyco International Ltd. Company 919-854-6200 Cm8
/l/ A DEPARTMENT OF THE NAVY NAVAL FACUTIES ENGINEERING COMMAND
ADMINISTRATIVE & SUPPLY
BUILDING GRADING PLAN A
MARINE CORPS 1113BASE
ELEV= 10. 10 r 1 1 E.T. PROJECT NO. 103352 CAMP LEJEUNE, NORTH CAROLINA
.10
- Tw=11 ,,5 PERMANENT DIVERSION DITCH DES. S. GLEASON, P.E.
10.02. BW=7.8 IN FILL SECTION DR. K. HUGHES AAV COMPANY
(GRASS LINED SWALE) PERMANENT DIVERSION DITCH CHK, B.JENKINS,P.E. INTERIM FACILITIES
IN CUT SECTION (GRASS LINED SWALE) Q 0Ili Ess
2 1 ". 1* SUBM"ED BY:
4q, AT COURTHOUSE BAY
j q
APER TO"" D=0.5 (MIN) SEAL L DESIGN DIR.
EXISTING GRADE _Q,�'(M IN)
ELEV=8.5 2
EXISTING SIZE CODE I DENT. NO NAVFAC DRAWING NO.
ANDS GROUND APPROVED: PWO OR OICC DATE
JRB) EXISTING 60001826
GROUND l'-2' BASE PROPOSED FINISHED D 80091 CONST-CONTR.NO. N40085-MB-0040
PROPOSED 1'-2' BASE GRADE SATISFACTORY TO: DATE
FINISHED SCALE: 29 SPEC. 05-00-0040 SHEET 1.1 OF 35
INATCHLINE (SEE SHEET C-6) Not to Scale) GRADE Not to Scale)
_j tell 4 \611111H

SYM
REVISIONS
DESCRIPTION
DATE (APPROVED
4' CONCRETE PAVEMENT
o
FINISHED GRADE
z
I/4' / FT (UNLESS
OTHERWISE SHOWN)
6x6 W2xW2 WELDED
WIRE FABRIC
VARIES
CONCRETE WALK SECTION
e
R
ru
CONTRACTION JOINT
JOINT SEALER
CONFORMING TO
ASTM D 1850 OR
FED
SPEC. SS-S-1401
a a a
e a
'e
' •A A
PREMOULDED EXPANSION
JOINT FILLER CONFORMING
TO ASTM D1751 OR DI752
EXPANSION JOINT
TYPICAL
CONCRETE WALK DETAILS
N.T.S.
PLAN
2' 4"
61/
LL
GROUT HOLE FULL
HOLE FOR%Z' STO. PIPE OR
MANI. REINF. ROD
6 3
•N
(OPTIONAL I'x3' HOLE)
y2' MAX.
CLEARANCE
P2
,
g 14
(MIN.)
END VIEWS
\
°;
I'-O
OPENING
2'-0' (MIN.>
I`-0'
DRAINAGE
PE MNGE
2'-0' (MIN.)
I'-0
2 - '�3 - *3
�8' TOOLED EDGE (TYP.)
SECTION jM
T-0' (MN.)
iv
8'-0' (MAX.)
I/' STO PIPE OR�Y4' REINF. ROD)---! �-f
SHALL BE PLACED PRIOR TO SURFACING
OR IN A HOLE DRILLED IN THE
FINISHED SURFACE WITH A TIGHT
FIT OBTAINED BY AN APPROVED
METHOD, OR DRIVEN INTO THE SURFACING
ELEVATION
---� PARKING STALL
1`-0' TO EDGE WHEEL STOP
OF PARKING STALL _
PAINTED STRIPES IF SHOWN ON THE
DRAWINGS OR REO'D BY THE SPECIFICATIONS
INSTALLATION PLAN
PRECAST CONCRETE WHEEL STOP DETAILS
N.T.S.
BOLT (TYP.)
W
8,91CRETE 8' ID LEAK RESISTANT
MONITORING WELL MANHOLE
PLAN
A IOVA
R M MOV i u
18' II ii CAST AROUND THE TOP OF EACH
LOOSE -FITTED CAP MANHOLE A CONCRETE DISK
3'-0' IN DIAMETER x 8' THICK
GR&SED
•3 0 BARS Q 8 O.C. EACH
WAY OR EQUIVALENT
3' GROUT PROFILE EXISTING MONITORING WELL
MONITORING WELL FLUSH
N.T.S.
BEDDING
THICKNESS
VARIES
PIPE DIA
'D'
MAXIMUM
'A"
6' TO 15'
8'
16' TO 21'
IO'
24' TO 30'
12'
33' TO 42•
15'
48' & LARGER
18,
MAXIMUM TRENCH WIDTH 'N1'
TAKEN AT TOP OF PIPE
NOTE: PROVIDE BEDDING IN ACCORDANCE WITH
THE SPECIFICATIONS,
STANDARD PIPE TRENCH WIDTH
N.T.S.
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CLR. EQUALLY SPACED CURL.
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PLAN
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F
#4 BARS "Y" 1" PIPE SLEEVE
#3 BARS "X" 4,r
r' EQUALLY SPACED 11" CLR.
SECTION V-V
G
#4 BARS "Y" ,r
1 „ 1 GLR. EOUALLY SPACED1 CLR'
'v #3 BARS "X"
SECTION W-W
11t"CLR.
1
PEB EXTERIOR WALL
3'-O' (TYP.) OR
AS INDICATED
CONC.PM4N1 EXPANSION JOINT MATERIAL
V 6, PE B FOUNDATION SLAB
�P P� P ■
N D
IY
I tY L� gg55 TIO2pN O.C.
(2) "4 CONT. EACHgg ApIRE
DETAIL OF BUILDING APRON
N.T.S.
Z
O
Q a Z
co
2 - 3" X 1/4" THICK
OR
I= z
C
WASHERQUAAE
CUTND
Q CQZ Ig
Z W
2 - HEX NUT
CO) 00 J
O @
6„
Z !; L
DETAIL OF HANDLE
;"
Z
-COUNTERSINK PART WHERE HANDLE IS LOCATED 1"
IINNNI
AND ALLOW HANDLE TO MOVE VERTICALLY.
a
m
LL
t=
- 1" PIPE SLEEVE X 3" LONG.
ZZ4(
-t d
PART SECTION
o I~
TWRiI COVER SHOWING HANDLE
O
z IH
H Z I--
w JU
#4 BAR
= cm
to O T
J W
W
W
L6
Ci
a
O
!%Alaa+I
V
1840.04
-
NOTES: USE CLASS -B" CONCRETE THROUGH.
Z
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
0cn
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
Q
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
Q
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
1Zcz
LL _1Q 6-4 Z
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
Gfl)
cr
AS SHOWN ON STD. NO. 840.00.
LLJ Q ZQ LL
1
JL-1
A
I
I
m
FOR 8 O IN HEIGHT OR LESS USE 8 WALLS AND BOTTOM SLAB. OVER
W-0" TO 16'-O" IN HEIGHT USE 8" WALL$ AND BOTTOM SLAB. ADJUST
X GUANTITIES ACCORDINGLY. ~ ZO I�JJI
CONSTRUCT WITH PIPE CROWNS MATCHING. O G (n Q
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z CC
STONE DRAINS, OF A MINI&A OF 1 CUBIC FOOT OF NO. 78H STONE IN A �_:>
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. a 1-4
Q
CHAMFER ALL EXPOSED CORNERS 1". W
DRAWING NOT TO SCALE. ~
• INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., A3 DIRECTED BY THE
Y 2" WEEP HOLES 0iW (_TIES ACCORDINGLY.
H
PLAN 2ND OPENING
IF REO'D. a
F TOP SLAB G m
TOP SLAB OC
TOP ELEVATION #4 BAR Z TOP ELEVATION GUTTER LINE Lei
#4 BAR Z 1 ~ g,'.
OPENING B" " a W
TOP ELEVATION a
1142" CLR. p
= n
PIPE
o I(THICKNESSYARIES i01� G OD
a
=
((MIN.) � � Z F tr
L-JLIm coo #4 BAR Z it
=
7�-! f "- SEE NOTE to W -
�, = d N
SECTION X-X SEE NOTE SECTION Y-Y PART SECTION Y-Y H O It-,
SIMNG DETAILS AT OPENING
_j H
z ■
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H)
UU W
DIM'$ OF BOX 8 PIPE
REINFORCING&
GOT. SLAB
DIMENSIONS
CU. YDS. GONG.
IN SOX
TOTAL QUANTITIES
80% d SLABS
DEDUCTIOND.
ONE PIPE
SINE
6OPEFIRN T
ci
PIPE
SPAN
WIDTH
HEIGHT
BARS - X
BARS - Y
BARS - Z
0
A
B
H
NO.1
LENGTH
NO.1
LENGTH
NO J
LENGTH
F
G
TOP SLAB
ear. su■
9VIl"r Ht.
UR. fEI*.
m' {TUN N]
C.S.
R.C.
Y03
12"
3'-6"
2'-3"
V-10"
4
3'-0"
6
4'-3"
2
2
4'-3"
4'-6"
W-3"
0.181
0.271
0.250
27
1.048
0.015
0.032
D.048
O
15
3 -fi
2'-3"
2'-1"
4
3'-0"
8
4'-3"
4' 3"
4'-8"
3'-3"
0.1$1
0.271
0.250
27
1 .109
0.029
0.035
0.048
18
4 -0
2'4"
2%4"
5
3'-5"
7
4'-9"
2
4'-9"
5'-0"
3'-s"
0.226
0.340
0.284
35
1.379
0.033
4.049
0.053
24"
4'_'0"
2'-B"
2'-10"
5
3'-5"
7
4%9"
2
4'-9"
S'-O"
3'-B"
0.226
0.340
0.284
36
1.521
0.059
0.085
0.053
30"
4'-0"
3'4e"
3'-4"
5
4'-3"
S
4'-9"
2
4'-9"
5'-0'
4'-8"
0.278
0.417
0.315
43
1.916
C092
0.127
0.053
36"
4'-B"
4'-0"
3'-10r'
S
4'-9"
10
S'-3"
2
5'-3"
5'-6"
5'-0"
0.340
0.510
0.852
51
2.390
0.132
0.178
0.05®
SHEET 1 OF 2
42"
6'-0"
4'-8"
4'-4"
6
5'-3"
72
5'-9"
2
6'-9"
6'-0"
5'-8"
0.407
O.Bi1
D.389
84
2.914
O.1B0
0.243
0.066
48"
5'-0"
5'-0"
4' i0"
5
5' 8"
13
8' 8°
2
5' 8"
e'-0"
8'-0"
O 444
0 686
0 407
88
3 28as
0 235
0.317
0.088
■
840 04
FINISHED GRADE
w
M
Q
6'
6)
SUPERPAVE S9.6A
FRAME AND COVER
a 8' ' Y-O' SQUARE
Z STEP AT
16, O.C.
INV ELEV OF CB IS INV aG
ELEV OF OUTLET
° 4
a ° a
6' WATERSTOP *4 AT 12' O.C. EW
CONTINUOUS MIDDLE OF SLAB
JUNCTION BOX
N.T.S.
&' AGGREGATE BASE COURSE
COMPACTED SUBGRADE
P4V PARKING AREA PAVEMENT DETAIL
5'
ED
TRAILER ACCESS LANDING STEPS
N.T.S.
-14 GROUT
- •4 AT 12' O.C. EW
MIDDLE OF SLAB
ROUNDED ENTRANCE
bLF
IN PIPE
D
b
D
04 DOWELS TO MATCH
WALL REINFORCEMENT
I 8' i i rl
AGGROURSE EGATE BASE C
COMPACTED SUBGRADE
TACTICAL PARKING AREA PAVEMENT DETAIL
EXIST PAV'T 2' BIT. CONC.
SURFACE COURSE
TACK COAT
.
IN., VARIES MN_
PRIME COAT
EXIST. STONE SAME AS EXISTING
BASE COURSE 6T MIN. BASE COURSE
SAW CUT COMPACTED
PAV'T EDGE BACKFILL
NEW
UTILITY
BITUMINOUS PAVEMENT PATCHING
N.T.S.
x ,
Vi P LJI.
701 Corporate Center Drive
EarthTech Suite 475
Raleigh, NC 27607
A Tyco International Ltd. Company 919-854-6200
w�
c .9
CIVIL DETAILS
E.T. PROJECT NO. 103362
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
Des- N J DEAN
AAV COMPANY
INTERIM FACILITIES
AT COURTHOUSE BAY
DR. B R PEASE
NEAR
�c}Q;` ••••s•• °�
PaeiQ5Sla�9
■ R C.a
•
1,9 jad�01
cHK JWJENKINS
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC DATE
_D
SIZE
CODE (DENT. NO
80091
NAVFAC DRAWING NO.
60001827
CONST_CONTR.NO. N4008`i�8-B-0040
SATISFACTORY TO: DATE
SCALE: NTS
FSPEC_ 05-08-004D
SHEET 12 of 35

TEMPORARY ROCK SILT CHECK TYPE 111311
ROCK PIPE INLET SEDIMENT TRAP TYPE 'BF
NOTES:
TEMP. STONE
DITCH CHECK
1. STRUCTURAL STONE SHALL BE CLASS "B•
STONE AND SHALL BE PAID FOR AT THE
?P'
NOTES:
CONTRACT BID PRICE FOR "LUMP SUM
FOR EROSION CONTROL"
STRUCTURAL STONE; SHALL BE STONE FOR EROSION
2- SEDIMENT CONTROL STONE SHALL BE
-
CONTROL CLASS "Er-
NO.5 OR NO. 57 STONE AND SHALL BE
PAID FOR AT THE CONTRACT BID PRICE
EDGE OF PAVEMENT THE ENGINEER MAY DIRECT THE OPTION OF
"A"
FOR "LUMP SUM FOR EROSION CONTROL"
CLASS STONE FOR SITES HAVING LESS THAN
ONE (1) ACRE DRAINAGE AREA AND A DITCH
TOP OF BERM SHALL BE A MINIMUM OF
GRADE LESS THAN 3%.
ONE FOOT BELOW THE SHOULDER OR
DIVERSION POINT.
STRUCTURAL STONE
SEDIMENT CONTROL STONE SHALL BE NO. 5 OR 57
3. A TOTAL SEDIMENT TRAP VOLUME OF
SLOE
STONE. SEDIMENT CONTROL STONE SHALL BE USED AS
16001 CUBIC FEET PER ACRE OF
DIRECTED BY THE ENGINEER.
DISTURBED AREA SHOULD BE PROVIDED.
SOME OF THE REQUIRED VOLUME MAY
ISOMETRIC VIEW
BE PROVIDED BY UP OR DOWNSTREAM
CONTROLS.
r
NATUPAL GROUND
MTTWOPTIONAL
CROSSSECTION
TRAPEZOIDAL -
A 8
L= THE DISTAN�SUMGHHATPOINTS
A AND B ARE OF EQUAL ELEVATION
CHECK DAM SPACING IN CHANNEL
/�''"' BASE OF DITCH DIVERSION POINT
T1 r-i;! .....- -121 MIN.
`%I-17 THICK SEDIMENT
CONTROLSTONE
ELEVATION VIEW
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CLASS "A" STONE
NOTES:
1.TURNINGRADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS
SHALL BE PROVIDED.
2. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE
MUST BE PROVIDED.
NOTE: FILTER FABRIC TO BE PLACED BENEATH STONE
TEMPORARY ROCK SEDIMENT DAM
SCALE; NTS
LIM
DESIGN -
,W
ETTLED 11
75.
PROFILE SECTION
STRUCTURAL STONE
POOR DEFaVED CtVAIIVELS
CROSS SECTION
{
A
L-
1T MIN
SEDIMENT CONTROL STONE
FLAIR
STRUCTURAL STONE
Tr MIN
�- r MIN.
SECTION XA
A
L ROADWAY SHOULDER
D fLOw
PIPE MAX.
L�
REQUIRED OUTLET PROTECTION DIMENSIONS
T
W GRAVEL FILTER
OR FILTER FABRIC
ECT14N A -A 1. L. =IS THE LENGTH OF THE RIPRAP APRON.
2. T1 E DOWNSTREAM WIDTH OF THE APRON IS EQUAL TO 3Do+0.4La
3. A FLIER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOL FOUNDATION.
4. IN A WELL DEFSED CHANNEL EXTEND THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF S' ABOVE MAXMAAI TALWATER DEPTH
[ ----r- O1 TO THE TOP OF THE BANK, WNCHEVER IS LESS.
STRUCTURE
M� ba Ift.1 [Irt.I CLASS
OUTLET STABILIZATION
NTS
OUTLET
V
T
RIP -RAT'
TEMPORARY SILT FENCE
$` MAX VIiETH WIRE
(8' MAX VMTHOUT WIRE]
MIDDLE AND VERTICAL WIRES
SHALL BE 12)S c,A[loE
WLi
M
roP AND 13a'I'TOM STRAND
R AREA
iilL,LLati
1. STRUCTURAL STONE SHALL BE STONE FOR EROSION CONTROL CLASS "B".
2. SEDIMENT CONTROL STONE SHALL BE N0. 5 OR N0. 57 STONE.
3. DIKE MAY EXTEND ALONG MORE THAN ONE SIDE OF THE TRAP AREA. A TOTAL
SEDIMENT STORAGE VOLUME OF 1800* CUBIC FEET PER ACRE OF DISTURBED AREA
SHOULD BE PROVIDED. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY
OTHER UP OR DOWNSTREAM CONTROLS.
4. AN UNDERLAY OF STRUCTURAL STONE WITH FILTER FABRIC MAY BE REQUIRED BY
THE ENGINEER,
CONTACT PERSON RESPONSIBLE FOR
EROSION CONTROL MEASURES:
DAVID BALOG
[phone] (PHONE)
[phone] (CELL)
NOTE: IT IS AN ONGOING REQUIREMENT DURING ALL OPERATIONS
TO INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES
WEEKLY AND/OR AFTER ANY RAINFALL EVENT.
PERFORM REQUIRED MAINTENANCE IMMEDIATELY.
I NOTE: THE PURPOSE OF THIS PROJECT IS TO PROVIDE FACILITIES
FOR THE PLANNED EXPANSION OF MCB CAMP LEJEUNE.
WIDTH AND SHALL HAVE A MINIMUM OF 8
LINE WIRES WITH 12" STAY SPACING.
2 FLIER FABRIC SHALL BE A MINIMUM OF
36" IN VNOTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
3- STEEL POST SHALL BE 5'-0" IN HEIGHT
AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE.
STEEL POST - r-0" DEPTH
EXTENSION
OF FABRIC AND
VYIRE INTO TRENCH
CONSTRUCTION SEQUENCE
i. OBTAIN PLAN APPROVAL AND OTHER APPLICABLEPERMRS.
2. FLAG THE WORK LIMITS.
3. HOLD PRECONSTRUCTKNN CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
CONSTRUCTION.
4• INSTALL SILT FENCE AS SHOWN ON THE PLANS.
S. COMPLETE SITE CLEARING AND GRUBBING
B. INSTALL STORM WATER MANAGEMENT BASINS AND SWI4LE.
7. GRADE AND PAVE PARKING LOTS. GRADE TRAILER PADS AND INSTALLSILT
FENCE AS NEEDED.
8. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND PERMANENTLY
VEGETATE AND MULCH, GROUNDCOIVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
6. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED
WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
10. ENSURE ALL SViiALES AND SAND FILTERS ARE CLEARED OF CONSTRUCTION DEBRIS AND
EXCESS SEDIMENT.
11. AFTER SITE 18 STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS WrfFDN 15 WORKING DAYS OR 90 CALENDAR
DAYS OF COMPLETION OF CONSTRUCTION,
12. ESTIMATED TIME BEFORE FINAL STABIL#ZAT10N-6 MONTHS.
PERMANENT SEEDING
SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND
LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPIING DATES, THE KINDS OF SEED
TO BE USED SHALL BE DETERMINED BY THE ENGINEER. ALL RATES ARE POUNDS PER ACRE.
01 MARCH THRU 31 AUGUST 01 SEPTEMBER THRU 28 FEBRUARY
50* TALL FESCUE 50* TALL FESCUE
5* CENTIPEDE 5* CENTIPEDE
25* BERMUDA GRASS (HULLED) 35* BERMUDA GRASS (HULLED)
500* FERTILIZER 500* FERTILIZER
4000* LIMESTONE 4000* LIMESTONEqm RAP
SECTION B-B LEVEL SPREADER INLET
SWALE FROM J
BYPASS OUTLET
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: KEY IN RIP
LINE TREE WT
NCH WITH
FILTER FABRIC
01 MARCH THRU 81 AUGUST 01 SEPTEMBER THRU 28 FEBRUARY
75* TALL FESCUE 75* TALL FESCUE
25* BERMUDA GRASS (HULLED) 35* BERMUDA GRASS (HULLED)
500* FERTILIZER 500* FERTILIZER
4000* LIMESTONE 4000* LIMESTONE
APPROVED TALL FESCUE CULTIVARS,
ADVENTURE ADVENTURE IIAMIGO ANTHEM
APACHE APACHE II ARID AUSTIN
BROOKSTONE BONANZA BONANZA II ICHAPEL HILL
CHESAPEAKE CHIEFTAIN CORONADO CROSSFIRE II
DEBUTANTE DUSTER FALCON FALCON II
F I NELAWN PET I FE NELAWN F I NELAWN I GENESIS
GRANDE GUARDIAN HOUNDOG JAGUAR
JAGUAR III KENTUCKY 31 KITTY HAWK MONARCH
MONTAUK MUSTANG OLYMPIC PACER
PHOENIX PIXIE PYRAMID REBEL
REBEL JR. REBEL II RENEGADE SAFARI
SHENANDOAH TEMPO TITAN TOMAHAWK
TRAILBLAZER TRIBUTE VEGAS WOLFPACK
WRANGLER
FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT
ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RATIO IN MAINTAINED AND THE RATE OF
APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS THE 10-2D-20 ANALYSIS.
TEMPORARY SEEDING:
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR "SEEDING AND MULCHING" AND APPLIED AT
THE RATE OF 400 POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. SWEET SUDAN GRASS,
GERMAN MILLET, OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING
THE REMAINDER OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.
FERTILIZER TOPDRESSING:
FERTILIZER USED FOR TOPDRESSING ON ALL ROADWAY AREAS EXCEPT SLOPES 2:1 AND STEEPER SHALL BE
10-20-20. UPON WRITTEN APPROVAL OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED
PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE
SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS.
FERTILIZER USED FOR TOPDRESSING ON SLOPES 2:1 AND STEEPER AND WASTE AND BORROWAREAS SHALL
BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE. UPON WRITTEN APPROVAL
OF THE ENGINEER, A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1 RATIO IN
MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD
AS 16-8-8 ANALYSIS.
SUPPLEMENTAL SEEDING:
THE KINDS OF SEEDS AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR "SEEDING AND
MULCHING," WITH THE EXCEPTION THAT NO CENTIPEDE SEED WILL BE USED IN THE SEED MIX FOR
SUPPLEMENTAL SEEDING. THE RATE OF APPLICATION FOR SUPPLEMENTAL SEEDING MAY VARY FROM
250 TO 75# PER ACRE. THE ACTUAL RATE PER ACRE WILL BE DETERMINED BY THE ENGINEER PRIOR TO
THE TIME OF TOPDRESSING AND THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF THE RATE PER ACRE,
TOTAL QUANTITY NEEDED, AND THE AREAS ON WHICH TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE
EQUIPMENT, CONSISTING OF A SOD SEEDER SHALL BE USED FOR INCORPORATING SEED INTO THE SOIL
AS TO PREVENT DISTURBANCE OF EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN) MAY BE USED
WHERE DEGREE OF SLOPE PREVENTS THE USE OF A SOD SEEDER.
MOWING:
THE MINIMUM MOWING HEIGHT ON THIS PROJECT SHALL BE 4 INCHES.
CRIMPING STRAW MULCH:
CRIMPING WILL BE REQUIRED ON THIS PROJECT ADJACENT TO ANY SECTION OF ROADWAY WHERE
TRAFFIC IS TO BE MAINTAINED OR ALLOWED DURING CONSTRUCTION. IN AREAS WITHIN 6 FEET OF
THE EDGE OF PAVEMENT, STRAW IS TO BE CRIMPED AND THEN IMMEDIATELY TACKED WITH ASPHALT EMULSION.
THE TACK RATE SHALL BE 400 GAVACRE.
CRIMPING OF STRAW IN LIEU OF ASPHALT TACK WILL BE ALLOWED ON THIS PROJECT SUBJECT TO
THE FOLLOWING CONDITIONS:
ALL AREAS SEEDED AND MULCHED SHALL BE CRIMPED AND/OR TACKED WITH ASPHALT AS DIRECTED BY
THE ENGINEER.
CRIMPING WILL BE LIMITED TO SLOPES 4:1 OR FLATTER UNLESS THE CONTRACTOR CAN DEMONSTRATE TO
THE ENGINEER THAT STEEPER SLOPES CAN BE NEGOTIATED WITHOUT ALTERING THE TYPICAL SECTION.
STRAW MULCH TO BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION
AND PROVIDE ADEQUATE GROUND COVER.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER PROVIDING THAT THE MAXIMUM SPACING OF THE CRIMPER BLADES SHALL NOT EXCEED 8 INCHES,
4-'-0-"�{ VARIES
Z'.p" SEE PLANS VEGETATED
BUFFER WITH
NEGATIVE SLOPE
MIN.}
R EINFORCMENT
MATTING
SECTION C-C LEVEL SPREADER FOREBAY
4'-0" VARIES
SEE PLANS VEGETATED
BUFFER WITH
NEGATNE SLOPE
GROUND (MIN.)
R�EINFORCMENT
MATTING
8" BLOCK WALL
WITH FOOTING
6" REINFORCEp
WRHCFO�OTING L
LEVEL SPREADER PLAN VIEW
RIP RAP NOT SHOWN FOR CLARITY
(SEE SECTION A A) � g
on
SWALE FROM
BYPASS OUTLET
O
�w
a
to
\
-LEVEL
LEVEL SPREADER SPRU%MR
SCALE; NTS
DRAINTECH CHANNEL
DRAINTECH CHANNEL DRAIN GRATE
DRAIN CONCRETE
d r •. l A c
ANCHOR STAKE •_
A .. � .`' ; a `.. •� �� = BEDDING = 4" MIN.
COMPACTED
EARTH
NOTES:
Mlnl• '
1. IN ASPHALT OR HOT MASTIC APPLICATIONS, THE CHANNEL MUST BE ENCASED IN CONCRETE
FOR ADDED STRENGTH AND TO PREVENT DISTORTION DURING INSTALLATION.
2. FOR CONCRETE INSTALLATIONS, THE GRATE SHOULD BE INSTALLED AND TAPED OVER PRIOR
TO POURING CONCRETE OR BACKFILL TO PREVENT DEBRIS FROM ENTERING DRAIN AND TO
PREVENT DEFORMATION OF THE UNIT DURING INSTALLATION.
3. THE GRATE SHOULD BE RECESSED BELOW GRADE A MINIMUM OF A 114" FOR TRAFFIC
APPLICATIONS.
4, EXPANSION JOINTS MUST BE USED PARALLEL TO, BUT NOT IMMEDIATELY ADJACENT T0, EACH
SIDE OF THE DRAIN RUN AND CRACK CONTROL JOINTS UTILIZED AT RIGHT ANGLES TO THE
CHANNEL.
o CONCRETE CHANNEL DRAIN
SCALE: NTS-
f
1 o
701 Corporate Center Drive
EarthTech Suits 475
Raleigh, NC 27607
�
A Tyco international Ltd. Company 919-854-620

BARBED-WIRE APRON
ON EXTENSION ARM
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i�♦+ • 1 1 liiii:���*�fwf+fff+fj� •+♦++fi+#itf#ifi+f#fit+lf++♦+♦i+t w f+++++f+♦�'►f+f++f#+++++#♦j♦iiilj+#+#+j
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♦ • ff ♦ f f ♦ff
♦ t,a ititiiii♦flit#ti��iti f♦#♦♦♦♦t/ ♦ ♦i
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�i�: ► fi�li0ii#ili`1.+.`l•aift#Oi#tililiiiit l♦ti♦ftit�►ifftifiiifflf
6' MIN. DIA.
/
1
CHAIN --LINK SECURITY FENCE DETAIL
N.T.S.
IO' CENTER OF POST TO
CENTER OF POST (MAXIMUM)
TOP RAIL OR TENSION
WIRE, AS SPECIFIED
GATE POST
GATE
LEAF
WIDTH
GATE
POST
(
FABRIC
HEIGHT
'A'
DIAM
'B'
DEPTH
ICE
POST
EMBED,
3' TO 6'
2.875'
3'TO55'
■382
■
10' TO 12'
'
4'
7' TO 12'
4.000'
TTOO
■
6' 9'
'
1 42'
'
10,To.
l
■
r
5■
r— ■
■
.
■
BOTTOM RAIL OR TENSION
WIRE. AS SPECIFIED
GRADE
DIA. OF
POST AS
SPECIFIED
SUPPORT ARM W/3
STRANDS OF BARBED
WIRE IF SPECIFIED
FABRIC
TYPE
'A'
'C' POST
NOTE: TERMINAL POSTS INCLUDE END. CORNER, AND PULL POSTS
CHAIN LINK FENCE FOUNDATION
N.T.S.
CONCRI
TRUSS ROD
(3/8' MIN. DIA.)
TRUSS ROD AND BAND
N.T.S.
HDG RINGS (TYP.)
0" MIN. DIA.
TENSION BAND
L'i
BRACE RAIL CLAMP
N.T.S.
45
' PLAIN PIN
RIVETED FLUSH (TYP.)
LINE POST
LOCK PIN (TYP.)
fl l d
CORNER POST
EXTENSION ARM DETAILS
N.T.S.
TENSION BAND
(15' O.C. MAX. AND WITHIN 4'
FROM BOTTOM OF FABRIC)
FABRIC
35 DEGREES
PLAIN PIN
RIVETED FLUSH (TYP.)
BARBED WIRE (TYP.)
9-GAGE TIE WIRES
(12' O.C. MAX.)
FABRIC
BRACE RAIL ATTACHMENT
TENSION BAR TO
ENGAGE EACH FABRIC LINK
TENSION BAR
CARRIAGE BOLT
END OR GATE POST DETAIL
TENSION WIRE
TIE WIRE
(15' O.C. MAX. AND
WITHIN 4' FROM
BOTTOM OF FABRIC)
TENSION BAND DETAIL LINE POST ATTACHMENTS
FASTENING DETAILS
N.T.S.
CHAIN LINK 3 HORIZONTAL STRANDS
FABRIC OF BARBED WIRE
— =L— — =i' �_ �_
GATE FRAME AGATE OPENING
PLAN
LEAF
GATE SWING (TYP.)
3 STRANDS OF BARBED
WIRE (TYP.)
ail
�•°•
i
iii
,.
�
I
6 STRANDS OF BARBED
WIRE (TYP.)
BRACE RAIL (TYP.)
HINGES (TYP.)
III
' 3'-10' FOR POSTS 8 ' 0. D.
3'-4' FOR POSTS 6' 0. D.
I I I I
III
I
I
III
2'-10' MIN. FOR POST 4' 0. D.
LEISI 1 1
16'0 MIN. FOR GATE POSTS 4' 0. D.
LESS
u1
I I I 124'
0 FOR GATE POSTS OVER 4' Q.D.
l_J
I
Jul
L
L
I
ELEVATION
DOUBLE SWING GATE (TYPE
FE7
FENCE)
N.T.S.
DIA DROP ROD
(INDUSTRY STANDARD)
PAVED SURFAC
It ID STEEL PIPE -----
in rn m
10' DIA. P.G. CONC.
SAND/GRAVEL
N �
DROP ROD FOUNDATION
STANDARD HINGE
10' LATCH
GATE KEEPER ASSEMBLY
(TO HOLD GATE OPEN)
SWING GATE DETAILS
N.T.S.
6 STRANDS OF BARBED
WIRE (TYP.)
FENCE FABRIC (TYP.)
II
DROP ROD
ASSEMBLY
LINE POST
TRUSS ROD (TYP.)
BRACE RAIL (TYP.)
GRADE LINE
701 Corporate Center Drive
�- EarthTech Suite 475
Raleigh, NC 27607
ATyco Intemational Ltd. Company 919-854-62 00
FENCE DETAILS
DEPARTMENT OF THE NAVY NAVAL FACILITIES EN(31NEERINC3COMMAND
MARINE CORPS BASE
E.T. PROJECT NO. 103352
CAMP LEJEUNE, NORTH CAROLINA
DES. N J DEAN
AAV COMPANY
INTERIM FACILITIES
DR. B R PEASE
CHK. JWJENKINS
�AA R�" o�.
+c55fpp 4,
•
28 '
p GI.E�'
Holz°9
AT COURTHOUSE BAY
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC DATE
SIZE
D
CODE IDENT. NO
80091
NAVFAC DRAWING NO.
60001829
CONST.CONTR.NO. N40085-MB-0040
SATISFACTORY TO: DATE
SCALE: NITS
SPEC. 05-08-0040
SHEET 14 OF 35

SYM
REVISIONS
DESCRIPTION
DATE (APPROVED
N
5'
00 I
f
4: 1
�A
-710-
45'
(TYP)
in
cYi
35'
3'
(TYP) GEOWEB MATTING WITH SOD OVERLAIN
NVERT=8.70`
13.4'
- TOP OF 1 � � I 3 11,7` 3 3 11.7`
EMBANKMENT-- 1 3. 4' 1 r
18" RCP
NOTE: KEY IN LINER KEY IN LINER
ADD EXPANDED ALUMINUM OVER ALL OUTLET PIPES IMPERVIOUS LINER
PERVIOUS PAVEMENT BLOCK
5' 8.97' SECTION
41
1
PERF PIPE 4" LILID PV
9.24' 1 1 SEE SHEET C-6 FOR w I
4" PERF PIPE 411 0LI D PV I f 0 GRADI NG CONTOURS o at 1
---
I �� I I `- CLEAN OUT C3 `"I 8. 32'
I I I SEE DETAIL 8. 65, 8. 3 � w� j� C EAN OUT TOP OF
o EMBANKMENT= 13. 4'
10.74 '= TOP OF SAND - - - 11 8. 75' J wl I S E DETAIL
TOP OF EMBANKMENT=11. 70' ;..� ___-_- --____ _-----�--------����------------=----- -- �
II
I I If fl II II
I I II II II II
M PERVIOUS PAVING BLOC
10. 40" TOP OF SAND .-.. 10. 40' II TOP OF SAND
II -�
4: 1 II II �
FORE BAY po III II II I I II II
1
1 1
I I 00
13
I I
8. 7 0'
1
z
8. 70-'-/
I
r•
I f
BOTTOM= 8. 70' I I (�
11-1
I
W
w
I
Q
41
z
iD
l
W
W
I
I I
I NV. I N= 9. 70'/ 1 1
11
a
0-
00
0_
0_
1 1
11
0_
0_
W
o
.-.,
I
0-
0-
--__- J TOP OF EMBANKMENT=11 . 70'
M
II
I
�
u
I
z
�-
F"
�
u-
I
--
--- -- ----
II
a
CL
I
0
00
o
�°
18"
z
X
3:1
0=
CL
cr
C
Y
( I
I I
III
c
I
----
m
d-
I I
I I
I
II,
I I
m:
3'
;ERVI
I
I I
��
4 PERF PIPE 4 40LID PV
II
C
j j
O
S RAVI
NG
Ll-
0
I
1
BLOCK
I
1 1
1 1
9.0
3. 1
o
�-
101
cn
1 1
l
I 9. 2 4'
I I
IOcI
ICI
I I
I 4" PERF PIPE 44 4 LID PV
ii
I=
Iml I
ICI I I
I I 10. 74' = TOP OF SAND
- ---
I I CLEAN OUT
SEE DETAIL
:q
TOP OF
EMBANKMENT=13. 4' A
SPLITTER BOX,
SEE SHEET
C- 15
SAND FILTER# 4
(EARTHEN)
9 7'
II
II
11
8. 90'
li
II
SPLITTER BOX. -
SEE SHEET C- 15
25'
(TYP SAND FILTER)
37.3'
ORE BAY
M.-ro
to
to
ASTM C33 SAND 12" THICK
- ASTM #57 STONE 6-8` THK
- 10 OZ/SY GEOTEXTILE FABRIC
4" PVC PERFORATED PIPE
13.4'
IMPERVIOUS LINER
CONCRETE WORK
1. UNLESS OTHERWISE NOTED OR DETAILED, ALL CONCRETE WORK SHALL BE IN
ACCORDANCE WITH THE AMERICAN CONCRETE CODE (A.C.I. 318) AND ITS
LATEST ADMENDMENTS AND THE SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS (A.C.I.301).
2. SAND FILTER CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE CONCRETE
HAVING A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT THE AGE OF
28 DAYS. ALL EXPOSED CONCRETE SHALL BE AIR ENTRAINED.
3. ALL REINFORCING SHALL CONFORM TO ASTMA-615, GRADE 60.
4. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN PLACE TO PREVENT
DISLOCATION DURING THE POURING OPERATION. SLAB REINFORCING BARS
SHALL BE SUPPORTED ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE
DESIGN. "HOOKING" OF WELDED WIRE FABRIC SHALL NOT BE PERMITTED.
5. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT SHALL BE IN
ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES (A.C.I.315- 89).
0
6 6. NO CONCRETE SHALL BE PLACED UNTIL ALL EMBEDDED WORK HAS BEEN
INSTALLED, TESTED AND INSPECTED.
7. EXCEPT AS OTHERWISE SHOWN, MINIMUM PROTECTION (CONCRETE COVER)
FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
CONCRETE SURFACES EXPOSED TO SOIL:
1-112" FOR SLABS
3" FOR FOOTINGS
INTERIOR CONCRETE SURFACES:
314" FOR SLABS
CONCRETE SURFACES EXPOSED TO WEATHER:
1 112" FOR SLABS
II n
TOP OF
EMBANKMENT=1 3. 4'
----------- -------------
-------------------12' BY-PASS - - - - - --�-------------�
21'
3(TYP FOREBAY) 3'
SAND FILTER # 1
(EARTHEN)
37.3'
i

SYM
REVISIONS
DESCRIPTION
DATE (APPROVED
REMOVABLE HANDRAIL SYSTEM
(TYP), SEE SHEET C- 16
INVERT=6'--N I----
A
REMOVABL
SYSTEM C
SHEET C-
TOP OF TROUGH WEIR EL. 9.20'
REMOVABLE HANDRAIL bTZ> I
(TYP), SEE SHEET C- 16
0
i■
TOP OF SAND ELEV.=7.60'
SECTION n
, `R PIPE f ,
SECTION
ASTM #57 STONE 6"-8' THICK
TOP OF CONCRETE= 12.0'
REMOVABLE HANDRAIL SYSTEM
(TYP), SEE SHEET C- 16
A5TM 1157 STONE 6"-8" THICK
ASTM C33 SAND 12" THICK
GEOTEXTILE
117M r,1 ACC -zr(1 ni oiar
SAND FILTER # 2
TOC= 10.0'
8.36'
Y SECTION A
ELEV.=7.5'
24.0'
SPLITTER BOX,
SEE SHEET C- 15
REMOVABLE HANDRAIL 3 T Z)
(TYP), SEE SHEET C- 16
SEDIMENT REMOVAL
ELEV.=7.96'
REMOVABLE F
(TYP), SEE S
�c �c 4" PVC PER PIPE
U
SECTION B
I
CONCRETE WORK:
1. UNLESS OTHERWISE NOTED OR DETAILED, ALL CONCRETE WORK SHALL BE IN
ACCORDANCE WITH THE AMERICAN CONCRETE CODE (A.C.I.318) AND ITS
LATEST ADMENDMENTS AND THE SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS (A.C.I. 301).
2. SAND FILTER CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE CONCRETE
HAVING A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT THE AGE OF 28
DAYS. ALL EXPOSED CONCRETE SHALL BE AIR ENTRAINED.
3. ALL REINFORCING SHALL CONFORM TO ASTMA-615, GRADE 60,
4. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN PLACE TO PREVENT
DISLOCATION DURING THE POURING OPERATION. SLAB REINFORCING BARS
SHALL BE SUPPORTED ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE DESIGN.
"HOOKING" OF WELDED WIRE FABRIC SHALL NOT BE PERMITTED.
5. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT SHALL BE IN ACCORDANCE
WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES (A.C.I.315- 89).
6. NO CONCRETE SHALL BE PLACED UNTIL ALL EMBEDDED WORK HAS BEEN
INSTALLED, TESTED AND INSPECTED.
7. EXCEPT AS OTHERWISE SHOWN, MINIMUM PROTECTION (CONCRETE COVER) FOR
REINFORCING STEEL SHALL BE AS FOLLOWS:
CONCRETE SURFACES EXPOSED TO SOIL:
1-112" FOR SLABS
3" FOR FOOTINGS
INTERIOR CONCRETE SURFACES:
314" FOR SLABS
CONCRETE SURFACES EXPOSED TO WEATHER:
1 112" FOR SLABS
015
ASTM C33 SAND I' THK
GEOTEXTILE
CCrUiACAIT QCAAAk/AI CI C11 -a A71
SAND FILTER #3
TOP OF SAND EL 9.55'
•'9 GAM, b" VN-LtN I tK LALH WAY
(TYP ENTIRE FLOOR SLAB)
ELEV.=9.0'
701 Corporate Center Drive
.� EarthTech Suite475
Raleigh, NC 27607
C_i
A Tyco International Ltd. Company 919-854-6200
SAND FILTER
#2 & #3 DETAILS
DEPARTMENT OF THE NAVY NAVAL FAGrIJM ENOINEEMNG CODA AM
MARINE CORPS BASE
E.T. PROJECT NO. 103352
CAMP LEJEUNE, NORTH CAROLINA
DES. J. FUNK, P.E.
AAV COMPANY
INTERIM FACILITIES
AT COURTHOUSE BAY
DR. K. HUGHES
�`"
..•oF•�A�O �ss�a•,l
�p�ti
S9
• 0
CHK. B.JENKINS,P.lE.
SUBMITTED BY;
DESIGN DIR.
APPROVED: PWO OR OICC DATE
SIZE
D
CODE IDENT. NO
80091
NAVFAC DRAWING NO.
60001831
SATISFACTORY TO: DATE
CONST.CONTR.NO. N40085-08-B-0040
31z3'!d
SCALE: NTS SPEC, 0540840D40 SHEET 16 OF 35

1
z
— -- _ _ I'^ � _. �- 'i'trr - �i���__—.-.� .:J . — -— `�— i- - --—�'r—-1�.._ ,_1 '9!"- i�J•'. -- -- I
N'_., 77' Tf

1�!
REVISIONS
PLAN CONCRETEEXPECTED LOADING F� SYM DESCRIPTION DATE APPROVED
.•�:.., ...:... ... ... .....:••. B C
PRIMARY FLOW A
- TO BASIN
R
�. PRIMARY OUTLET PIPE .. • • ... •..
OPENING�� -•-
PRIMARY FLOW 3r�ERT EL. "A" (INLET ELEVATIC"
— . — - — . — . — . — , — . ��• . — TO BASIN — - _ _ ---- - ELEVATION
CREST ELEYATiOP[}
OVERFLOW
WEIR
Ls
,s
OVERFLOW WEIR
Ll
:" ;� •:: '' •. PRIMARY OUTLET PIPE
0 GROUT PRIMARY SIDE OF
w j 3000 6" MINIMUM/C BOX OUTLET TO INVERT
0 J a I P.5.1. CONCR
W CONCRETE TOP SLAB SECTION A -A
a�y I
0
76'
m � � INLET IN
I ELEVATION A 24. GROUT
To TIE TO
FLOW SPLITTER
DIA. VARIES .. ;.: ;•.
•'• : •' ' : ' ' • ' • ' • ; 1' HEAVY GRADE EXPANDED
SEE PLAN SHEETS =• '• '•:• '•:• ALUMINUM SHEETING
•' : `" (20" X 441 TOP SLAB
•�•' INLET SWALE WIDTH & DEPTH
TOP SLAB `: :. :. TASS ANCHOR SHALL TIE TO ELEVATION "A."
' • •' • ' • SCREW WITH
:,. ;,. ,...,.:,. ;•..i• FENDER WASHER
SECTION B-B INLET
BYPASS FLOW
OUTLET INVERT tTOP SLAB
ELEV. D
DEPTH GOVERNEDEi +�E PRIMARY OUTLET PIPE TO
r r r - .•
:• i� :• ' i• ' :'• ' ERT OUT
BY ELEVATION IN'..�•.�,.:•a'•.:'•..�,.
BASIN ELEV. B
ABLE THIS SHEET
SECTION D-D
DETAIL OF BYPASS FLOW OUTLET WITH SWALE ::::_.: ;::::::::::::; ::::: : ;r s. MINIMUM
OVERFLOW SWALE WIDTH & DEPTH SHALL TIE TO :. :•;. ;::. ;:; :::; : ,,.
ELEVATION 'D." SWALE SHALL BE GRADED TO FLOW
CONTINUALLY TO LEVEL SPREADER FOREBAY. 3000 P.S.I. CONCRETE
SECTION C-C PRIMARY OUTLET
FOR SAND FILTERS 02,3 & 5, THE CONCRETE FOREBAY MAY SAND FILTERS #1, 214 & 5
BE CONNECTED DIRECTLY TO THE FLOW SPUTTER BOX AND D ETAI L OF BYPASS FLOW SPLATTER
MATCH ELEVATION OF FOREBAY BOTTOM TO ELIMINATE 18"
RCP PRIMARY OUTLET PIPE TO FOREBAY. N.T.S.
CONCEXPECTED LOADING
NEED FOR
PLAN
PRIMARY FLOW A
TO BASIN -
D
I
oil
c
PRIMARY OUTLET PIPE ;.• ;...•. ;...,. •..;..,.
—j PRIMARY FLOW
18" TO BASIN ELEVATION'C'
(WEIR CREST ELEVATIC"
--1 OVERFLOW
WEIR
OVERFLOW WEIR
O 4"
I PRIMARY FLOW TO BASIN
;.:: ,... PRIMARY OUTLET PIPE
BYPASS FLOW OUTLET ...... :• : •, :• .: i " : t ; ; ... • «.
WEER ELEV. D 6" MINIMUM/GROUT PRIMARY SIDE OF
3000 P.S.I. CONCR C BOX OUTLET TO INVERT
CONCRETE TOP SLAB SECTION A -A
T6"
INLET IN GROUT INLET
ELEVATION 'A' 24. TO TI TO
FLOW SPITTER
:;':;•:"=:''::;' ::::'::':; 1 W HEAVY GRADE EXPANDED
• ' ` ' ` • "' "" "• ' ` ALUMINUM SHEETING
•..'.' `.. •..' ' `"''" (2V X 44-) TOP SLAB
TOP SLAB
•: - •' : • ' • : • : • INLET SWALE WIDTH & DEPTH I '
STAINLESS ANCHOR SHALL TIE TO ELEVATION "A.' f 4
MA50NARY SCREW WITH
.'�i.,::..;:.'� :,.;-..•:..• FENDER WASHER(TYP}
.: SECTION B-B INLET
VARIES
TOP SLAB
PRIMARY OUTLET PIPE
NVERT OUT TO
BASIN ELEV. B
0
Cl
�U
ME —
SECTION D-D
DETAIL OF BYPASS FLOW OUTLET WITH SWALE _
OVERFLOW SWALE WIDTH &DEPTH SHALL TIE TO =% ' : ' : fi MINIMUM
ELEVATION "D " SWALE SHALL BE GRADED TO FLOW •. " ' • •' ' • : •' : , ''
CONTINUALLY TO LEVEL SPREADER FOREBAY.
3000 P.S.I. CONCRETE
SECTION C-C PRIMARY OUTLET
NOTE: SAND FILTER #3
FOR SAND FILTERS #2,3 & 5, THE CONCRETE FOREBAY MAY
BE CONNECTED DIRECTLY TO THE FLOW SPLATTER BOX AND DETAIL OF BYPASS FLOW SPLATTER
MATCH ELEVATION OF FOREBAY BOTTOM TO ELIMINATE iB"
RCP PRIMARY OUTLET PIPE TO FOREBAY. N.T.S.
Basin Name (#}
1
2
3
4
5
A: Invert In (ft)
12.35
9.56
11.10
12.60
11.40
B: Invert Out to Basin (ft)
9.90
8.40
9.10
9.90
10.00
C: Weir Crest Elevation (ft)
12.15
9.36
10.90
12.40
11.25
D: Bypass Flow Outlet Invert (ftj
9.35 1
6.80 1
10.50
1 9.60 1
8.00
701 Corporate Center Drive
EarthTech
RaNC 27607
Raleigh,
�
C-15
A Tyco Intemational Ltd. Company 919-854.6200
OPEN THROAT CATCH BAST
DEPARTmENT OF THE NAVY w►vAL FAauTiE9 ENGiNEERiw wmm"D
W/ FLOW SPUTTER DETAILS
MARINE CORPS BASE
E.T. PROJECT NO. 103352
CAMP LEJEUNE, NORTH CAROLINA
DES. N J DEAN
AAV COMPANY
DR.
INTERIM FACILITIES
CgRO
0 . **Es"slp����i�
JWJE
CHK J W JENKINS
AT COURTHOUSE BAY
SUBMITTED BY:
Q�` S 9�•.
OPEN THROAT CATCH BASIN. W/ FLOW SPLATTER DETAILS
DESIGN DIR.
APPROVED: PVVIO OR OICC DATE
SIZE
CODE IDENT. NO
NAVFAC DRAWING NO.
•� --
P GLE
[]
80091
60001833
3 /5/io
SATISFACTORY TO: DATE
CONST.CONTR.NO. N40085-08-&0040
SCALE: NTS
05-08-0040
18 35
SPEC.
SHEET OF

--- --_..........--
REVISIONS
SYM DESCRIPTION I DATE JAPPROVED
3" X 314" SLOTTED HOLES
114" ABOVE BOTTOM OF P
3116" X 2" FLAT BAR 304 SS
WELD TO TROUGH INSIDE @ 5' OC
3116" 304 SS
8" ADJUSTABLE WEIR PL —
W13" X 314" SLOTTED HOLES
8" OC
INSIDELED EDGE
3/4" HOLES 8" OC —
518" 316 SS CAP SCREWILOCK NUT
12 GA 304 STN STL TROUGH
OPTION FIBERGLASS
PLAIN
LATE
0 811
8" TYP.
" 8" ADJUSTABLE WEIR PLATE
TY
.
1'- 0" ° #4 BAR
12" OC EA WAY (TYP.)
o , 5/8" STN STL EPDXY INSERT
5/8" STN STL EPDXY INSERT 12' OC
1/8" NEOPRENE GASKET
DETAIL.
s, J
MINIMUM REINFORCEMENT BAR
SPLICE AND ANCHORAGE
LENGTH (INCHES)
BAR
BAR
LAPPED SPLICE
EMBEDMENT
COMPRESSION
SIZE
SIZE
LENGTH
LENGTH
LAP LENGTH
IN -POUND
METRIC
mm
TOP BARS
OTHERS
TOP BARS
OTHERS
3
10
21
16
16
12
12
4
13
21
16
16
12
15
5
16
24
19
19
15
19
6
19
29
23
23
18
23
7
22
43
33
33
25
26
a
25
49
37
37
29
30
9
29
80
46
48
36
34
10
32
72
56
58
43
38
19
1 38
85
88I
Be1
51
42
NOTES:
1. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN
12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
2. FOR BARS SPACED LESS THAN 6 BAR DIAMETERS O.C. INCREASE
LENGTH BY 25%.
3. WHEN LAPPING TWO DIFFERENT SIZE BARS USE THE LAP LENGTH
OF THE SMALLER BAR UNLESS NOTED OTHERWISE.
4. EMBEDMENT LENGTH IS MINIMUM LENGTH OF EMBEDMENT FOR
STRAIGHT DOWELS WHERE END HOOK IS NOT SHOWN, UNLESS
OTHERWISE NOTED.
5. COMPRESSION LAP LENGTH FOR VERTICAL COLUMN BARS ONLY.
8. HOOKS SHALL BE ACI STANDARD UNLESS OTHERWISE NOTED.
14l5XT
i
1
H12+LD
I B
H12+LD
SEE N
0" EF
)TES
145 EF (D+.
SEE NOTES -
II
�
S
N
2(D+LD)
RECTANGULAR OPENING CIRCULAR OPENING
NOTES:
1. THESE DETAILS APPLY TO ALL OPENINGS IN CONCRETE WALLS AND SLABS
WHEN LARGEST OPENING DIMENSION IS GREATER THAN TWO TIMES
SECTION THICKNESS OR GREATER THAN REINFORCING SPACING IN THE SECTION,
UNLESS OTHERWISE INDICATED IN THE DRAWINGS.
2, THE AREA OF ADDITIONAL REINFORCING REQUIRED IN EACH FACE ON EACH
SIDE OF AN OPENING SHALL EQUAL OR EXCEED ONE-HALF OF THE AREA OF THE
INTERCEPTED BARS IN EACH FACE, IN EACH DIRECTION, RESPECTIVELY WITH
A MINIMUM OF 145 BAR EACH FACE.
3. PLACE THE ADDED BARS IN THE SAME LAYERS AS THE WALL OR SLAB REINFORCING.
4. LD=EMBEDMENT LENGTH. SEE CHART THIS SHEET.
ADDITIONAL REINFORCEMENT
AT OPENINGS IN WALLS AND SLABS 08-020
NITS
32"
#4 BENT
BAR 32"
12" OC
32°
#4 BENT
BAR 32"
1211OC
. A &A
r
#4 BAR • _• _
• A .
•r
#4 BAR
w
DETAIL
si
6'-0""
T-0" MAX. SPACING 1'-0"
ETW. POST
.,� :
#4 BAR VERT
12" OC (TYP.)
SEE
NOTE 7
LOOP END SEE TYPICAL CORNER RETURN
CONNECTION [DETAILS
#4 BAR
12" OC EA WAY
71 'e'•` 'e`�' 'o•'o•• r
14.
14"
#4 BENT '
BAR 18" A
12"' OC
(TYP)
T3T DETAIL
S1
#TE-1 CORNER ELL
0)
r
o�
co
Mi
TYPICAL HANDRAIL FOR SAND FILTERS
HANDRAILS SHALL BE SIDE -MOUNTED AND REMOVABLE
HANDRAIL SPECIFICATIONS
I. Guardrails and Handralls shall be the product of a company normally engaged in the
manufacture of pipe railing. Railing shall be shop assembled in lengths not to exceed
24 feet for field erection.
2. The handrail shall be made of pipes Joined together with component fittings. Samples of
all components, bases and pipe shall be submitted for approval at the request
of the engineer. Components that are pop -riveted or glued at the Joints will not be
acceptable. All components must be mechanically fastened with stainless steel hardware.
3. Railings and posts shall be 1 1/2' galvanized steel. Post spacing shall be a maximum of 6' - 01.
Railings shall be removable. Railing sections shall be a maximum of 10' - 0' In length.
4. Guardrails and Handralls shall be designed to withstanda 200 lb concentrated load applied
In any direction and at any point on the top rail.
5. The manufacturer shall submit calculations for approval at the request of the Engineer.
Testing of base castings or base extrusions by an Independent lab or manufacturer's lab
will be an acceptable substitute for calculations. Calculations will be required for approval of
all other design aspects.
6. Posts shall not Interrupt the continuation of the top rail at any point along the railing,
including corners and end terminations (OSHA 1910.23). The top surface of the top
railing shall be smooth and shall not be Interrupted by projected fittings.
7. The mid -rail at a corner return shall be able to withstand a 200 lb load without
loosening. The manufacturer Is to determine this dimension for their system and provide
physical laboratory tests to confirm compliance.
8. Concrete anchors shall be stainless steel type 303 or 304 and shall be furnished by the
handrail manufacturer. The anchor design shall include the appropriate reduction factors
for spacing and edge distances In accordance with the manufacturer's published data,
9. Openings In the rolling shall be guarded by a self -closing gate (OSHA 1910.23). Safety
chains shall not be used unless specifically shown on the drawings.
H
#4 BENT
BAR
12" OC 18
(TYP)
14"
NEU
o ,
P P
1 1/2"
1 1/2" MIN. COVER (TYP.)
4" PVC WATER STOP (TYP.)
21- 0„
CONCRETE FILLET
(TYP.)
s•
#4 BAR
6" OC EA WAY
(TYP) IN 12" TH K SLAB
DETAIL.
si
1 3/8"_�
SIDE -MOUNT BRACKET
1 5/8" ID x 5" LONG
WITH WELDED BOTTOM PLATE
& TWO (2) STAINLESS STEEL ANCHORS
SIDE MOUNT CONNECTION
TO CONCRETE WALL FOR
REMOVABLE RAILING SYSTEM
* CONCRETE ANCHOR DIAMETER, EDGE DISTANCES,
EMBEDMENT, AS WELL AS POST SPACINGS, TO BE
DETERMINED UPON ANCHOR SELECTION.
701 Corporate Center Drive
EarthTech Suite475
Raleigh, NC 27607
ATyco International Ltd, Company 919-854-6200
�
Cl 6
SAND FILTER STRUCTURAL
DETAILS
E.T. PROJECT NO. 103352
W"MMENT OF THE NAVY NAVAL FACILMES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES` .!.FUNK, P.E.
AAV COMPANY
INTERIM FACILITIES
AT COURTHOUSE BAY:
DR. K.HUGHES
ACAIA�RQ�
1� y
� �ESslQ.y9 "�
SE
I
.A fte ' "I
N G. 13 f 0q`1'
CHK B. JENKINS, P.E.
SUBMITTED BY
DESIGN DIR.
APPROVED: PWO OR OICC DATE
SIZE
❑
CODE [DENT. NO
80091
NAVFAC DRAWING NO.
60001834
CONST.CONTR.NO. N40085 08-B-0040
SATISFACTORY TO: DATE
SCALE: NTS
SPEC. 05-08-0040
SHEET 19 OF 35
1,� r,
y ., `s - __
- :'•: i. :l 1,

2 2--
TEMPORARY SEDIMENT TRAP SCHEDULE
DRAINAGE DISTURBED EMERGENCY REQUIRED
Q10
AREA AREA SPILLWAY REQUIRED SURFACE
BASIN NO. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL. (CF) AREA
X
TST#1 0.9 0.9 4.4 31.0 X 1 62.0 1 3240 1901
LEGEND
TEMPORARY DIVERSION DITCH
TEMPORARY CONSTRUCTION ENTRANCE/EXIT, IN FILL SECTION
SEE DETAIL SHEET C-1 0 (GRASS LINED SWALE)
-r-I
LIMITS OF DISTURBANCE D=0.5'(MIN)
b,Ql EXSTING�
PROPOSED SPOT ELEVATION IN'
GRO:UUND 1'-2' BASE
PROPOSED
FINISHED
TEMPORARY DIVERSION DITCH, SEE DETAIL THIS SHEET Not to Scale) GRADE
TEMPORARY DIVERSION DITCH
LEVEL SPREADER, SEE DETAIL SHEET C-10 IN CUT SECTION
(GRASS LINED SWALE)
D=10.5'(MIN)
T -r-U -z TEMPORARY SEDIMENT TRAP, SEE DETAIL SHEET C-10 EXISTING
STI =##33 GROUND
PROPOSED FINISHED
0000
Q 0
0 0
0 ROCK INLET SEDIMENT TRAP, TYPE-C 1' 2' B AS E GRADE
0
000000
0 1 ( Not to Scale)
ow TEMPORARY SILT FENCE I
LEGEND
0 WETLANDS
FENCE
TREE LINE
A
x PROPOSED ,<
BASIN
INSTALL GEOTEXTILE FABRIC TO SLOPES
51 -1V AND VEGETATIVE
THAT ARE GREATER THAN 3H.
PROPOSED BERM
/Z j.
LLLV=U
POWER POLE/LIGHT POLE
0. A
MONITORING WELL
-71 INV=4.6-
ELECTRIC MANHOLE
. 7 ,
f
0 TELEPHONE PEDESTAL
s 'PROPOSED
INFILTRATION
RASIN NnT RIIII T
WATER%JAI XIM
.0 FIRE HYDRANT
0 SEWER MANHOLE
0 CLEANOUT
TEMPORARY ROCK SILT CHECK, TYPE-B TEMPORARY SEDIMENT TRAP INSTALLED
AND MAINTAINED DURING CONSTRUCTION,
UPON SITLE STABILIZATION, SEDIMENT TRAP
DRAINAGE AREAS TO BE REMOVED AND LEVEL. SPREADER DROP
AND VEGETATION BUFFER INSTALLED,
INLET
STORM
MANHOLE
TEMPORARY ROCK SILT CHECK,
TYPE—B 0 50' TYP
MANHOLE.
25'X50", TEMPORARY
GRAVEL CONSTRUCTION
ENTRANCE/EXIT U T11
FH
B AW
l
IMSTALL 30' OF TEMPORARY 12" CMP IN TOP=±5
DIVERSION DITCH. REMOVE CMP UPON W TST#1
COMPLETION OF SITE STABILIZATION AND
DRIVEWAY, PRIOR TO CONSTRUCTION OF DRIVE
INV=7.5
CONTRACTOR SHALL RAISE EXISTING MANHOLE 671 DIP INV=7.0
RIM TO FLUSH WITH PROPOSED GRADE,
V11
EXISTING RIM = 9.74$
PROPOSED RIM QF--INV=8,0
12.25'." 2 tI-P J0112
EOC
CURB WITH fLUME
4 e­%i 11.40
LIMITS
14LET
E 10. C.
DISTURBANCE=
1. 1 9—ACRES
CONTRACTOR SHALL RAISE EXISTING MANHO E EOC
RIM TO FLUSH WITH PROPOSED GRADE,
0 261
1�_�EXISTING RIM
•
PROPOSED RIM = t 12.0290A
x
'CONTRACTOR SHALL RAISE MONITORING WELLS
AND WATER VALVE TO FLUSH WITH C RADE AND
'
STRENGTHEN THEM TO SUSTAIN TRAF FIG LOADS
14
WV
0IN THIS LOCATION. 0iH.
A 1 9 12,40 mW Vvv
.1. 2. 0'..
EdC
4;:�
' WV
&
PP
(OH
ED'J, -C,7�
.20 _Ix _x x x x
EOC-
12.19 _'R D-- 7� GRADE AROUND EXISTING POWER
EX SPOT COURTHOUSE' �p CONFIRM OVERHEAD CLEARANCE
(EXISTING ASPHALT)
OF 10' OR GREATER,
D
FENCE
MID)
TEMPORARY
SEDIMENT TRAP.
ED IMPERVIOUS AREA
PROPOSED
BYPASS
FZ-PnHTP:n
LARGE
PARTICLE STRAINER
4" DIP
ZINC PLATED STEEL
4" NPT
SPUTTER
BOX
JUNCTION BOX
TOP=± 11.5
INV=7.5
-ROCK INLET
SEDIMENT TRAP,
T?PE-C
A2
-PROPOSED
SAND FILTER #5
FD_ RAfNAGE AREA
BOTTOM ELEV=7,5'
-ISAND I ffL TE #5.
TOP OF SAND=9.7'
STORAGE ELEV=11.0'
TOP ELEV=12,0'
SSMH
(SEE DETAIL SHEET C-14)
PP
ryryu
- CH
YFt
0 15 30
GRAPHIC SCALE: 1" = 30'
120
Nu­V 0 7 zoll
0 15 30
GRAPHIC SCALE: 1" = 30'
120
Nu­V 0 7 zoll

LEGEND
0 WETLANDS
-- - -- FENCE
TREE LINE
POWER POLE/LIGHT POLE
o
MONITORING WELL
o
ELECTRIC MANHOLE
(D
TELEPHONE PEDESTAL
®
WATER VALVE
�o
FIRE HYDRANT
a
SEWER MANHOLE
G
CLEANOUT
CH OH P:
DOTES:
1. MONITORING WELLS LOCATED IN PROPOSED CONCRETE TO
BE REPLACED OR UPGRADED TO BE TRAFFIC LOAD RATED
AND FLUSH WITH FINAL GRADE.
2, UTILITY VAULTS AND MANHOLES TO BE ADJUSTED FLUSH
WITH FINAL GRADE,
e
©H
IMPERVIOUS PARKING
AREA NOT BUILT DUE
TO UTILITY CONFILCTS
8" THICK CONCRETE
-MODULUS OF RUPTURE 650 PSI
JOINT SEALANT
SMOOTH DOWELS Y4" DIA, x 16" LONG
CONTROL JOINT 12" O,C. TYP, #4 BAR GRADE 60
x 2' 12" O,C. EACH WAY TYP.
8" s
SECTION A -A
TYPICAL JOINT DETAIL
216"
20" MIN, COMPACTED SUBGRADE
SELECT FILL 95% MAX. DRY DENSITY
ASTM D 698
APPLY HIGH CHEMICAL RESISTANT
EPDXY SOLVENT —FREE COATING TO #4 BAR
ALL INTERIOR CONCRETE SURFACES SEALANT
F-r4lr-- T1 "
I �,� I
#4 BAR 12" O,C. #4 BAR 12" O,C. EACH WAY
SECTION B - B BYPASS PIPE ROUTED/
TIED INTO EXISTING
STORMWATER
DRAINAGE SYSTEM
'MH TIE PROPOSED TO
0 EXISTING FENCE
EXISTING ASPHALT
REMOVE EXISTING FENCE
AS REQUESTED BY OWNER—-,
REMOVE POLE AND
OVERHEAD LINE 7330el;
FH (SEE SHEET E-4)
6" CURB
r.
DROP
INLET
STORM
MANH
`+NHO
CE
G BEN JU TION
BOX
MW
NOTE; MAXIMUM
JOINT SPACING 60'
155'
EXISTING ASPHALT
UPDATED TOTAL IMPERVIOUS
AREA = 15,694 SF
SPUTTER
BOX
JUNCTION BOX
OH
` IMPERWOUS PARKING
COURTHOUSE ROAD PROPOSED CHAIN AREA NOT BUILT DUE
(EXISTING ASPHALT) LINK FENCE TO UTILI-Y CONFILCTS
OH
•
WV
A2
Z.
REVISIONS
SYM DESCRIPTION PATE APPROVED
PARKING LOT LAYOUT 19/30/091 SPG
® 0
/1
REMOVED IMPERVIOUS AREA
0 15 30 60 90 120
GRAPHIC SCALE: 1" = 30'NOV 0
- -`
i

TEMPORARY SEDIMENT TRAP SCHEDULE
DRAINAGE
DISTURBED
EMERGENCY
REQUIRED
AREA
AREA Q�0
SPILLWAY
REQUIRED
SURFACE
BASIN NO.
(ACRES)
(ACRES) (CFS)
BASIN DIMENSIONS
LENGTH
VOL. (CF)
AREA
TST#1
0.9
0.9 4.4
31.01
X
1 62.0 1
X1
3.50r�
3240
1901
LEGEND
o TEMPORARY CONSTRUCTION ENTRANCE/EXIT,
SEE DETAIL SHEET C-10
LIMITS OF DISTURBANCE
�1oQ4 PROPOSED SPOT ELEVATION
---- ---I TEMPORARY DIVERSION DITCH, SEE DETAIL THIS SHEET
LEVEL SPREADER, SEE DETAIL SHEET C-10
TST3 TEMPORARY SEDIMENT TRAP, SEE DETAIL SHEET C-10
00Q000
ROCK INLET SEDIMENT TRAP, TYPE-C
,,,, 0
"' TEMPORARY SILT FENCE
TEMPORARY DIVERSION DITCH
IN FILL. SECTION
(GRASS LINED SWALE)
D=0.5'(MIN)
�.q R
ESTING
F
GROUND 1' - 2' BASE R
PROPOSED
FINISHED
Not t0 Scale) GRADE
TEMPORARY DIVERSION DITCH
IN CUT SECTION
(GRASS LINED SWALE)
D= '(MIN)
Sl J EXISTING
GROUND
Off.
PROPOSED FINISHED
1 `2' B AS E GRADE
( Not to Scale)
LEGEND
WETLANDS
--x FENCE
TREE LINE
TEMPORARY SEDIMENT TRAP INSTALLED
TEMPORARY ROCK SILT CHECK, TYPE-B AND MAINTAINED DURING CONSTRUCTION,
UPON : SITLE STABILIZATION, SEDIMENT TRAP
DRAINAGE AREAS TO BE REMOVED AND LEVEL 'SPREADER
AND VEGETATION BUFFER INSTALLED, DROP
INLET
PROPOSED
BASIN
INSTALL GEOTEXTILE FABRIC TO SLOPES
k - THAT ARE GREATER THAN 3H:1 V AND VEGETATIVE
{� PROPOSED BERM
f _
ELEV-6
POWER POLE/LIGHT POLE
n {{ $(iq
�V„
o
MONITORING WELL
i f
INV 4.
ELECTRIC MANHOLE`f
CD
TELEPHONE PEDESTAL
3 PROPOSED
INFILTRATION
®
WATER VALVE
_. - _„ _ _
; BASIN NOT BUILT
�0
FIRE HYDRANT
is
0
SEWER MANHOLE
O
CLEANOUT
. 0 STORM
MANHOLE 4,
TEMPORARY ROCK SILT CHECK,
TYPE—B ®50' TYP
MANHOLE.•
7L
25X50' TEMPORARY
GRAVEL CONSTRUCTION
_ FH ENTRANCE/EXIT U TIO
B
IMSTALL 30' OF TEMPORARY 12" CMP IN TOP=f 1 5 IF
DIVERSION DITCH, REMOVE CMP UPON _ W TST 1
COMPLETION OF SITE STABILIZATION AND `
PRIOR TO CONSTRUCTION OF DRIVEWAY,
r INV=7.5 k
CONTRACTOR SHALL RAISE EXISTING MANHOLE `' 6" DIP INV=7,0
RIM TO FLUSH WITH PROPOSED GRADE,
EXISTING RIM = 9.74'
PROPOSED RIM — f 12,25' • E� NV=8.0
Q 1 1.70_f
EOC
CURB WITH fLUME
2 �
40
LIMITS OF Es 16214LET
�.. DISTURBANCE=``�
1 .19—ACRES CONTRACTOR SHALL RAISE EXISTING MANHO E EOG
{=1
_SH RIM TO FLUSH WITH PROPOSED GRADE, '
RIM = 10.3 1 ' 2§
R- r i
PROPOSED RIM = f 12, 02' 9O'
E `, I CONTRACTOR SHALL RAISE MONITORI G WELLS
AND WATER VALVE TO FLUSH WITH RADE AND
! . s 14'
STRENGTHEN THEM TO SUSTAIN TRA FIC LOADS I
w �.° St� a MW " IN THIS LOCATION.
A19 12.40§ Mw wv
' SP�� WV W
1 WV
A # H
pp
=L - C p µ P
.80 a
- - -
- --
12,19� _ GRADE AROUND EXISTING POWER
COURTHOUSEOAfl
-: EX SPOT POLE. CONFIRM OVERHEAD CLEARANCE
-, - - {EXISTING ASPHALT}
OF 10' OR GREATER,
�i-
REMOVED IMPERVIOUS AREA
T FENCE
(T YP)
EMPORARY PROPOSED
IEDIMENT TRAP` ` BYPASS
RE-ROUTED
,INY=7,4
f 4" DIP LARGE PARTICLE STRAINER
ZINC PLATED STEEL
4" NPT
SPUTTER
BOX
JUNCTION BOX
TOP=± 11,5
INV=7,5
--BOCK INLET
SI DIMENT TRAP,
TYPE—C
j1
ne
DRAINAGE AREA
SAND 'Tf #5
SSMH
o PP
I
w �H -- ---. WV
aH
��
l
�\
l'4
i 15 30 ,0 •0
T
GRAPHIC SCALE: `
120
_ _— —
NQVQ72011 IE