SW8120509_APPROVED PLANS_20120530

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW &20�l
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

LOCATION MAP - U. S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.-
Goldsboro
Mt_ Olive
Warsaw
Magnolia
Rosehill ��
Words Corner
70
seven
Springs
Wallace
-- Acme
Delco
7e Leland
ill Bolton
Kinston--o.�OVer
Pink
Hill
Beulaville
Burgaw
ew Bern
Tuscarora
J ,a
Trenton
OAK GROVE
f
■ ' CHERRY POINT
Pollocksville 1
Havelock Otway %
z t
Comfort Maysville I
Richlands _ �1
Jacksonvi
Wilmir
Ve ro n d�
Dixon �
F olkston
Holy Ridge
mpstead
Hill
P
A
eaufort,
orehead City
wansboro
PROJECT
LOCATION
v 10 0 10 20
Al GRAPHIC SCALE IN MILES
IT
VICINITY MAP - CAMP LEJEUNE,, N.C.
INDEX OF DRAWINGS
NAVFAC SHEET SHEET
DWG NO. NO. REF. NO. SHEET TITLE
60009991 1 GID01 COVER SHEET & INDEX OF DRAWINGS
ICIVIL
60009997
7
CG101
EROSION
CONTROL PLAN 1
60009998
8
CG102
GRADING
AND EROSION CONTROL PLAN 2
60009999
9
CG103
STORMWATER MANAGEMENT
PLAN
60010000
10
CG104
EROSION
CONTROL DRAINAGE AREAS
60010001
11
CG501
EROSION
CONTROL DETAILS
1
60010002
12
CG502
EROSION
CONTROL DETAILS
2
60010003
13
CG503
EROSION
CONTROL DETAILS
3
60010004
14
CG504
STORMWATER MANAGEMENT
DETAILS 1
60010005
LANDSCAPE
15
CG505
STORMWATER
MANAGEMENT
DETAILS 2
APPROVED C�7\
WMCAMMO tROMMA►
MANAGBM Qpa{A�tSS�N
D1010N OF WM ICY
ELECTRICAL
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SEAL
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CIVIL
r

8' BERM BASIN TOP
BSIN TOP
INFILTRATION ELEVATION ELEVATION
BASIN BERM Final Grade
Existing Gr
ade 3 DEPTH 4
- 3•7
a 3�o
EMERGENCY
SPILLWAY SEE INFILTRATION BASIN TABLE
A A' FOR BOTTOM ELEVATION 4" OF CLEAN SAND
SECTION A —A' INFILTRATION BASIN
arl.I:M will
EMERGENCY
SPILLWAY
3:1- LENGTH VARIES
SEE SHEET CG102
PRIMARY
FLOW FROM0i*i
VMPP-
STORM PIPE—'�
►�1
SYSTEM
PREFORMED
SCOURHOLE 1041
WIDTH VARIES
SEE SHEET CG102
BMP
(FMSL)
(FMSL)
(FT)
INF BASIN 1
16.0'
15.5'
6.0'
INF BASIN 2
18.0'
17.5'
6.0'
O. OF BERM C
.4
_-AEMERGENCY7
SPILLWAY EMERGENCY SPILLWAY
-
INFILTRATION BASIN TABLE
FILTER FABRIC
Basin #
SURFACE AREA
AT INVERT (SF)
ELEVATION
OF SHWT (FT)
BASIN INVERT
ELEVATION (FT)
DESIGN STORAGE
ELEVATION (FT)
BASIN BERM
ELEVATION (FT)
STORAGE
VOLUME (CF)
STORAGE
DEPTH (FT)
1
7700
11.5
13.5
15.5
16.0
18,604
2.0
2
7365
13.8
16.0
17.5
18.0
12,470
1.5
INFILTRATION BASIN 1 AND 2
SCALE: NONE
CG101, CG102, CG103
PLAN VIEW
j
PERMANENT SOIL REINFORCEMENT
Final Grade MATTING (PSRM)
PIPE OR DITCH
8' BERM OUTLET
A
SQUARE PREFORMED��'`
SCOUR HOLE (PSH) (4' MIN TYP.)
(RIP RAP IN
BASIN NOT SHOWN
FOR CLARITY)
SEED WITH NATIVE
GRASSES AT INSTALLATIONw.
SECTION A —A
`vpF PIPEPSRM
OUTLET
❑ (1' MIN)
or2.7 '
2.ao
0000 0000000000000�
LINER: CLASS B RIP RAP B
WITH TYPE 2 FILTER FABRIC
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND.
0
Do
NATURAL
GROUND
PREFORMED SCOUR HOLE DETAIL
SCALE: NONE
`kkjkklll1/1j�`
b� ss taN"+
SEAL -
CIVIL
CG102, CG 103
B= 4 Ft.
D= 2 Ft.
Wes- 4 Ft.
Do= 0.3 Ft.

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RISER HT.
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WHERE 30" TO 36" PIPE IS USED
RISER HT.
WHERE 42" TO 64" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
SECTION X-X
SEE
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0" TO 18'-O" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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WHERE 30" TO 39" PIPE IS USED
C �
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PLAN
43" NOTE: USE TYPE "E", "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
B �--I
LkA ALIGN FRAME WITH INSIDE ;
EDGE OF WALL TO ALLOW •'
FOR VERTICAL ADJUSTMENT--'
WALL SECTION
SECTION - BB
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EQUAL SPACES
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#4 BARS "U"fl�t
SECTION R-R DOWEL
EXPANSION JOINTS
4'-6rr 4r 6n
STD__840,03-FRAME,
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP 6,r
USE ON FLAT ELEV. EXPANSION JOINT i
GRADES 2% AND UNDER
3' 0"� 3r-0" DEPRESSED GUTTER LINE
EXPANSION JOINT I coI"�
� 1r
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT srr
8r, TOP
USE ON 7--
7S VER 2% ELEV.
1O" I DEP61
ESSED GUTTER LINE
EXPANSION JOINTMAX.
1'-0,-
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(SASEA ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOT-•
FOR MINI MAE
HEIGHT H
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
N0.
LENGTH
LBS.
C•M.
Ft. C.
12"
3'-0"
2'-2"
-
--
2'-9"
-
--
-
--
--
-
-
- I
--
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-O"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2r'
3'-3"
0.235
0.887
0.033
0.049
24"
3'-d'
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
V-2"
4'-0"
4
V-5"
2
3'-9"
1 3
3'-9"
39
0.123
0.321
1.433
0.092
10.127
36"
3'-0"
2'-2"
3'-le
4'-9"
V-8"
4'-0"
4
1'-11"
3
3' 9"
3
W-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4` 5"
5' 3"
1' S"
3'-2"
4
1'-8"
2
2'
2'-11"
32
0.112
0.318
1.738
0.180
0.243
4$"
W_O,r
2,-2r,
51-01,
5'-9"
2'_0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.362
2.052
0.235
0.317
54"
3'-0"
2'-2"
5'-7"
6'-3"
1 2'-7"
1 W-2"
4
2'-10"
5
2'-11"
3
37-1 -,-1
41
10.180
0.386
2.387
0.297
0.401
v
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DETAIL SHOWING TYPES OF GRATES
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SHEET 2 OF 2 TYPE - F
840.03
CATCH BASIN DETAILS
SCALE: NONE CG103
' RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
I 2 �I r
13,j n 214'1 L
SECTION A -A
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