SW8110326_APPROVED PLANS_20110324

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
pAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201 \ 032.4
YYYYMMDD

t K:n iR `/ li,v �'*"i'/`Y ,�,,i C..�r �} � l�'""i3`�t" *-.l( '�m'ti'y�• ..` '``h.�*�����'g�_0 __. et.
q, i �` rJ 1 '� t . .. � f � t f� ��v. �`' 4 2.�- i ¢ ✓'A"r Sf"1�,. � ,tir tj
opt
. 1a'MBt v - /'� - %�?:. t 'x j`ti. r} S ✓: ..rm s 'Np ,
�Y (7 ' ,�3ts�`h�.� "(. �S 2 { .'� .. w ^� %i .: � eye � +-•� i
q
t7,- +,+. � Theme !J �'' .A 4.._. f•- � a � eo .,...
° IYY
2 ' I i' � C� `fir+''♦ / � I iT S. .. �� c' � s !
�A A� ♦,. i.. 171MIYr it R Y "-"
Y } ( v
.t." /� ,�.♦�.r' • ,Y..��}} Il4 1. f!Y i3 )� t 'yrs'.'1 r "t J�4\j' lf- '` \i xe+
.� ♦ ,( Uri. 2, � ♦� , �:� / � --�-'o
f �r �� •� �"�.. � ♦ f t i Y1 `.-.:: �, ��'w fd r r 1 (.� t �-sa r
~♦ 1 ,� a a �+a '" `fir y,.. �"`�' x±.,`-'_1� j'
Tanks�A% x ♦ O C i i) y. a< r.�
Ll
� � ( ♦��r t � � '"� � �� �� �r ��`�.,,•�� � � 7 � � -_"'"' % ...,fit. r^"�,,,
fi J
Ruin
Copynght(C) 1997. Maptech, Inc

'�'a CAS
General Data: Impervious, Drainage Area and Volume
PROJECT NUMBER: SW8
110326
Reviewer:
K. Johnson
DRAINAGE BASIN:
White Oak
Current Date
3-May-11
Original Run Date:
11-Apr-11
DA Number
1
2
3
4
6
6
7
8
9
10
BMP Type
Bloretontlon
Bloretention
No BMP In
DA
No BMP In
DA
No BMP in
DA
No BMP In
DA
No BMP in
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
Receiving Stream
UT to
CogdeN
Crook
UT to
cogdols
Creek
Stream Index
19.23
19-23
Class
Impervious Area
Proposed Impervious ALL IMPERVIOUS Total Rt:
SC -NSW
98,970
SC -NSW
20,716
0
0
0
0
0
0
0
0
Onsite Buildings
2,114
Onsite Streets
17.323
Onsite Parkin
0
Onsite Sidewalks
1,279
Onsite Other
r
Future
Offsite
ExistinPreviousl
-Permitted Im ervious Old Rule ttt:
0
0
0
0
0
0
0
0
0
Onsite Buildings
Onsite Streets
Onsite Parkin
Onsite Sidewalks
Onsite Other
Future
Offsite
Existing
Proposed Impervious, Sub'ecl to 2008/Phil Rule ft2:
98,970
20,716
0
0
0
0
0
0
0
0
Drainage Area
Drainage Area Previously Permitted tlt:
0
0
0
0
0
0
0
0
0
0
Onsite ftt:
Offsite ft2:
Drainage Area Not Prev. Permitted (or DA Added), fit:
238,404
51,244
0
0
0
0
0
0
0
0
Onsite ftz:
238,404
51,244
Offske fit:
0
0
Drainage Area 'ust for Excel If/Then Statements),ft2:
238,404
51,244
0
0
0
0
0
0
0
0
Is New DA Beino Added? Y or N
Y
Y
Drainage Area Subject to Old Rule ftt:
0
0
0
01
0
0
0
0
0
0
Drainage Area, Subject to New Rule, fit:
238,4041
51,244
0
0
0
0
0
01
0
0
Drainage AreaTatel, Subject to (New+Old) Rule, ft':
238,4041
51,244
0
0
01
0
0
0
0
0
Percent Impervious Overall, per DA:
41.51 %
40.43%
#DIV/01
#DIV/0!
#DIV/0!
#DIV/01
#DIV/0!
#DIV/0!
#DIV/01
#DIV/0!
Volume Required
Volume Re uired Old Rule tt':
0
0
RvPat o,.,el4Pn,ent, Old Rule:
#DIV/01
#DIV/01
#DIV/0!
#DIV/0!
#DIV/01
#DIV/01
#DIV/0!
#DIV/01
#DIV/0!
#DIV/0!
Desi n Storm Old Rule in:
1.5
1.5
Volume Required, New Rule ff':
12,624
2,651
R`/PFe Development, New Rule:
0.05
0.05
0.05
0.051
0.05
0.05
0.05
0.05
0.05
0.05
RVP. oewlopment• New Rule:
0.42
0.41
0.05
0.05
0.05
0,051
0.051
0.051
0.05
0.05
Design Storm 1.5 in:
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
Design Storm 1 r24hr in:
Subject to SA? Y or N
N
N
Volume Required ts. tt:
12,624
2,651
0
0
0
0
0
0
0
0
VDlume Requnedtra4n„ tt:
0
. 0
0
0
0
0
0
0
0
0
Volume Re uired Total (Old New) Rule it':
12,624
2,651

Bioretention
PROJECT NUMBER: SW8
1110326
Reviewer:
K. Johnson
DRAINAGE BASIN:
White Oak
Current Date
3-Ma -11
Original Run Dale:
I 11-Apr-1 I
DA Number
1
2
3
4
5
6
7
8
9
10
BMP Type
Bloretentlon
Slomtentlon
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP In
DA
No BMP in
DA
No BMP In
DA
No BMP in
DA
No BMP In
DA
Volume
27.0
29.0
Elevation, Top Pending Elevation (Temp Pool), rust:
Elevation, Bottom/Planting Elevation (or Top of mulch if
treeishrub cell), msL
r 26.0
28.0
Elevation, Bottom of Cell (Bottom of Media), msl:
24.0
26.0
Elevation SHWT, msl:
20.0
22.5
Bottom is 2 *tt above SHWT?
Y
Y
Type? (Grass or TreesrShrubs) ("G' or "T)
G
G
Ponding Depth, Reported, in:
12.00
12.00
Pouring Depth, Calculated, in:
12.00
12.00
Pending Depth OK?
Y
Y
Depth of Mulch (in):
0.0
0.0
Depth of Mulch (ft):
0.0
0.0
Area, Top Pending Elevation, ft:
14,920
3,213
Area, Bottom/Planting Elevation, ft :
14,920
3,213
Surface Area, Required, :
12,6241
2,651
Surface Area, Provided, ft :
14,920
3,213
Volume, Required, ft :
12,624
2,651
Volume Provided (Calculated), ft :
14,920
3,213
Volume Provided is Adequate?
Y
Y
Volume Provided (Reported), ft :
17,020
3,868
Drawdown Time
2.0
2.0
Media Depth Required, ft:
Enter Number: Grass=2, Small Tree=3. Large Tree=4, IWS=3
Media Depth Provided, ft:
2.0
2.0
Media Infiltration Rate/Permeability, in/hr.
2.001
2.00
Media Infiltration Rate/Permeability Adequate? Fix
In -Situ Soil Infiltration Rate/Permeability, in/hr:
0.32
0.10
In -Situ Soil Porosity (assume n=0.25, unitless)
0.45
0.45
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
Volume Stored in top 24" of Soil (Vso;i) (ft)
13,428
2,892
0
0
0
0
0
0
0
0
Drawdown Rate into Planting Media (Omeam)(ft Isec)
0.9221
0.1102
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Drawdown Rate into In -Situ Soil (0;,,„),.(ft Isec)
0.1105
0.0074
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Time to Drawdown, hr:
8.5
15.4
Time Drawdown Ponded Volume (hr)
4.5
8.1
Draws Down Within 12 hr?
Y
Y
Time Drawdown Top 24inches Media (hr)
4.01
7.3
Total Draws Down in 48hr?
Y
Y
Planting Guidelines
Sodded (if grassed, must sod)?:
Y
Y
Number of Tree Species (1 min)
Number of Shrub Species (3 min)
Number of Herbaceous Species (3 min)
Underdrains
Underdrains Needed?
Y
Y
Underdrains Provided (Y or N)?
Y
Y
Total Diameter Drawdown Pipe Needed (DD)(in)
18.00
8.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Factor of Safety for Sizing Pipes
10.0
10.0
Draw. Rate into Planting Media (Omee�asue), (ft /sec)
9.2214
1.1019
0.0000
0.0000
0.0000
0.0000
0.0000
0.00001
0.0000
0.0000
Manning Coefficient (unitless)
0.0105
0.0105
0.0105
0,0105
0.01051
0.01051
0.0105
0.0105
0.0105
0.0105
Internal Slope of Underdrain (unitless)
0.005
0.005
0.005
0.005
0.005
0.005
0.005
0.005
0.005
0.005
Total Diameter Drawdown Pipe Provided (in)
8.001
8.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Pipe Diameter #1 (in)
4.00
4.00
Number of Pipe Diameter #1?
2
2
Pipe Diameter#2 (in)
0.00
0.00
Number of Pipe Diameter#2?
0
0
Total Diameter Drawdown Pipe OK? (make auto talc)
Number Clean Out Pipes Required
14.9
3.2
Number Clean Oul Pipes Provided
25
6
Number Clean Out Pipes Adequate?
Y
Y

w
a
0
E
CIVIL LINE & SYM BO
GENERAL
D
/-\rwwYi
5 =s
v
T C
40.
NUMBER & DESCRIPi/ON
ELE✓=T0a00
STORM SEWER
PRE-TRIAL CONFINEMENT FACILITY
100% FINAL CONSTRUCTION DRAWINGS
MCB CAMP LEJEUNE
CITY OF JACKSONVILLE, NORTH CAROLINA
NAVFAC PROJECT NUMBER: P,,,,,,,,,1310
L LEGEND SITE PLAN ABBREVIATIONS
EXISTING CURB
CURB
EXISTING CURB & GUTTER
CURB & GUTTER
EXISTING TREE AREA PERIMETER
EXISTING LANDSCAPE AREA PERIMETER
EXISTING WETLANDS
LANDSCAPE CLEARING LIMITS
TREE CLEARING LIMITS
EXISTING SHRUB
EXISTING TREE
EXISTING CONTOUR
CONTOUR
SIGN
SPOT ELEVATION
BENCH MARK
I C EXISTING STORM SEWER
DRAINAGE END SECTION
U TILL TIES
A . " ' "N'
EXISTING SANITARY SEWER
T SAN -
SANITARY SEWER
EXISTING SANITARY MANHOLE NUMBER
w/ COORDINATE LOCATION
7605.80
SANITARY MANHOLE NUMBER
3
9378.25
w/ COORDINATE LOCATION
O
SANITARY SEWER MANHOLE
O
CLEAN OUT
W v —
WA TERLINE
__,A.-.-
EXISTING WATERLINE
®
WA TER VAL VE
O
WATER METER
EXISTING WATER METER
k
EXISTING FIRE HYDRANT
COMPLETE FIRE HYDRANT
(INCLUDES ALL NECESSARY
B
VALVES, BENDS, AND PIPING)
WATERLINE REDUCER
IQ
WATERLINE PLUG
WATERLINE FITTINGS
�y(
LIGHT POLE
rQ�
POWER POLE
J
GUY WIRE
-
EXISTING OVERHEAD ELECTRIC LINE
OH
OVERHEAD ELECTRIC LINE
-I f
EXISTING UNDERGROUND ELECTRIC LINE
UGE
UNDERGROUND ELECTRIC LINE
t0: ' 1
EXISTING OVERHEAD TELEPHONE LINE
OHT
OVERHEAD TELEPHONE LINE
EXISTING UNDERGROUND TELEPHONE LINE
U G T
UNDERGROUND TELEPHONE LINE
EXISTING GAS LINE
A
GAS LINE
TELEPHONE PEDESTAL
GV
[�
GAS VALVE
D4
GAS METER
APPROX APPROXIMATE
ARCH
ARCHITECTUR(E)(AL)
BC
BOTTOM OF CURB
BLDG
BUILDING
BM
BENCHMARK
BOT
BOTTOM
B/W
BETWEEN
CAN
CABLE N
CFS
CUBIC FEET PER SECOND
CUP
CORRUGATED METAL PIPE
CO
CLEANOUT
CONC
CONCRETE
CTB
CONCRETE THRUST BLOCK
CUP
COMMUNITY UNIT PLAN
DEMO
DEMOLISH, DEMOL177ON
DI
DROP INLET
DIP
DUC77LE IRON PIPE
DIAM
DIAMETER
DIM
DIMENSION
DS
DOWNSPOUT
DWG
DRAWING
E
EAST(ING)
ELEC
ELECIRIC(AL)
ELEV, EL
ELEVATION
EP
EDGE OF PAVEMENT
EQUIP
EQUIPMENT
EX, EXIST
EXIS77NG
FC
FACE OF CURB
FF
FINISHED FLOOR ELEVA77ON
FLO
FIELD ELEVATION
FM
FORCE MAIN
FIG
FOOTING
G
GAS
GALV
GALVANIZED
GC
GENERAL CONTRACTOR
GEN
GENERAL
GPM
GALLONS PER MINUTE
GV
GATE VALVE
HOA
HOME OWNERS ASSOCIA77ON
HP
HIGH POINT
IN
INCH
INFO
INFORMA 77ON
INV
INVERT
JB
JUNC77ON BOX
JT
JOINT
LF
LINEAR FOOT
MAX
MAXIMUM
MECH
MECHANICAL
MFR
MANUFACTURER
MH
MANHOLE
MIN
MINIMUM
MISC
MISCELLANEOUS
MJ
MECHANICAL JOINT
M7L
METAL
N
NOR774(ING)
NA, N/A
NOT APPLICABLE
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL AND NATURAL
RESOURCES
NCDOT NORTH CAROLINA DEPARTMENT
OF 7RANSPORTA T70N
NIC
NOT IN CONTRACT
NO
NUMBER
NS
NO SCALE
OC
ON CENTER
00
OUTSIDE DIAME7ER
OH
OVERHEAD
PC
PRECAST
PERF
PERFORA7E(D)
PERM
PERIMETER
PL
PROPERTY LINE
PLUMB
PLUMBING
PRO✓
PROJECT
PREFAB
PREFABRICA TE(D)
PVMT
PAVEMENT
QTY
QUAN77TY
RAD
RADIUS
RD
ROOF DRAIN
REF
REFERENCE
REINF
R£INFORCE(D)(ING)
REQ, REOD
REQUIRED
R✓
RESTRAINED JOINTS
ROW, R/W
RIGHT OF WAY
S
SOU7H
SAN
SANITARY
SO
SIGHT DISTANCE
SHT
SHEET
SPEC
SPECIFICA 77ON
SPRH
SPRINKLER HEAD
ST
STREET
STA
STA 77ON
STD
STANDARD
STL
STEEL
STRUCT
S7RUC7URAL
S/W
SIDEWALK
TB
TOP OF BERM/ BANK
7BC
TOP BACK OF CURB
TC
TOP OF CURB
TEL
7ELEPHONE
TW
TOP OF WALL
TYP
TYPICAL
UG
UNDERGROUND
W
WEST
W/
M7H
W/L
WA 7ER LINE
W/0
WITHOUT
WW7P
WASTE WATER TREATMENT PLANT
CLIENT:
TEAM ENVIRO JOINT VENTURE II
1190 BUCKNER ROAD
COLUMBIA, SC 29203
CONTACT: TOM MARGLE
o?
S
8 F;
r
8
�t
L
viq iH�i
s
�,
.'K�O�q
I
�,
Blud
;;tYIZ.Mt
:':
VICINITY MAP
NOT TO SCALE
ARCHITECT:
MOSELEY ARCHITECTS
11430 NORTH COMMUNITY HOUSE ROAD
GIBSON BUILDING, SUITE 225
CHARLOTTE, NC 28277
CONTACT: JASON HOPKINS, AIA
1 12 13 14
CIVIL DRAWING INDEX
TITLE DRAWING
COVER SHEET
C-000
EXISTING CONDITIONS & DEMOLITION PLAN
C-100
DEMOLITION PLAN -EXISTING BRIG FACILITY
C-101
SITE LAYOUT PLAN
C-102
SITE UTILITY PLAN
C-103
SNEADS FERRY ROAD TELECOM DUCTBANK EXTENSION
C-104
WATERLINE PLAN AND PROFILE
C-105
WATERLINE PLAN AND PROFILE
C-106
SANITARY SEWER PLAN AND PROFILE
C-107
SITE GRADING AND DRAINAGE PLAN
C-108
SITE HYDROLOGY AND DRAINAGE AREA MAP
C-109
PHASE 1 EROSION CONTROL PLAN
C-110
PHASE 2 EROSION CONTROL PLAN
C-111
EXISTING BRIG DEMOLITION -EROSION CONTROL PLAN
C-112
SITE LAYOUT DETAILS
C-500
SITE LAYOUT DETAILS
C-501
SITE LAYOUT DETAILS
C-502
UTILITY DETAILS
C-503
UTILITY DETAILS
C-504
UTILITY DETAILS
C-505
STORMWATER MANAGEMENT DETAILS
C-506
STORMWATER MANAGEMENT BMP DETAILS
C-507
STORMWATER MANAGEMENT BMP DETAILS
C-508
EROSION CONTROL DETAILS
C-509
EROSION CONTROL DETAILS
C-510
EROSION CONTROL DETAILS
C-511
TOTAL DRAWINGS = 26
CIVIL ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD SUITE 112
RALEIGH, NC 27607
919,866.4937
CONTACT: ZAK SHIPMAN, PE
5
0
LL
U
N
W
�g5021 ��
' 3.23 �•2�
SEAL
AIE
Vl
o
•
C
CD V
C
•�
O
81
N E
=
Lu Z
E
3
t
¢ y 3
CA
o
Lcul� M ti
09
rCr
a 1166
0w
o �"I M
tNn
'O
"y
R
Vr 1 a
U
Z j 01
Z
V
'MO
`n x
LL
Z
K
O�
Ln
ON
d
x :� v
~
d'
o
ko
F 00
(D�
d
Oo
o
rn
:I
w
F-
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO IATE 3/23/1
DES W7S DRW WZS CHK JDA
PWDM: SLISW
BRANCH MANAGER: MD
CHIEF ENG/ARCH: SGA
«xx»
o �
a
g
0
O
z Z
Q z
zw
z Q
Lu J
w
w
F V
J
Z Q`
LL Q I.
zO Z W
APPROVED Z z m U)
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION w z W Z
DIVISION OE °WATER QUALITY z w n LL W
aW-8 „o3a Io 513 It z D LU Z 00
LU UaU U
Lu
LLJ
aJ LL m Q Q
W Q c/)
x
F
af
o .J mO
z Q D U
M�R242p,1 QZ -
<aa
,••15`� SCALE:
EPROJECT NO.: P-1311
oGNSTN40085-10-C-5335
SHEET OF
ISSUED FOR PERMITTING I C-000
0
14
C
C,
A
0

L
j
rd
V 1 b
PARKING LEGEND
A
E
C
I
P
d
s
PAVING MATERIALS LEGEND
C:CONCRETE SIDEWALKS
REINFORCED CONCRETE PAVEMENT
CHEAVY DUTY ASPHALT PAVEMENT
\= STANDARD DUTY ASPHALT PAVEMENT
GRAVEL SIDEWALK
CONCRETE RECREATION AREA
•PPPPP Tn f1PAWI r. r._5nn PnP PA\/PMPNT
KW vGENERATOR PAD ......
35' ` \ o R35' '/
NO PARKING FIRE LANE SIGN YIELD TO PEDESTRIAN e o , >.. R20'
° ° ITHIGH PERIMETER CHAIN LINK
8' WIDE CON IDEWALK 5' WALK % SECURITY FENCE \ 7 - ",•~ \
.,. ._ > �TEEL�IPE 20 HIGH SALLYPORT CHAIN LINK. ' --
( I BIORET'EAITION CELL 2 _ - _. ....__ / BOLLARD (TYP.) ...
/ o SECURITY FENCE
-- -- --- -- --r— V.-
WOODEN PEDESTRIAN AUTHORIZED �EHICLE o e 8' CONC. SIDEWALK
,... , _ ¢ - BRIDG O IGN
" X
NL`Y S
D
t
- ..,ti 10 PAINTED Rq (TYP)
o % N338179.80 12 HIGH PERIMETER CHAIN•
,. ..
1 ( q..:;{:.. .. , , .. ", J.,r, I� !. l it CROSSWALK _' . 24' " E 2504058.14 J,
/I T
80
80.
—STEEL
LINKSEGURI'fY FENCE ' ' � � y � t. ,
' ... ? i 4 I , ,- .. .� i `, � .. � N 338051.28 .._._. _. _.-....
E2504169.95 .- -
C I
VW GRAVEL
•.. „r, �. ...PEDESTRIAN PAT f 1' '�-.,,� �� --¢
,,,• i r '.,. .t. .: ,n r-% I` r�. ,.. _. _..�� .Se... e, tv.,.:J :r:,.,. L!,, ./" I ,� I 6� '.,_��
e
5
N`,
GENERAL LAYOUT NOTES:
1. EXISTING CONDITIONS COMPILED FROM INFORMATION PROVIDED BY THE
GOVERNMENT AND A FIELD SURVEY CONDUCTED BY TIMMONS GROUP DATED 4
NOVEMBER 2010. UNDERGROUND UTILITY LOCATIONS SHOULD BE CONSIDERED
APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE
NOTED.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CAMP LEJEUNE AND
NAVFAC STANDARDS AND SPECIFICATIONS.
3. COORDINATE WITH CONTRACTING OFFICER REGARDING EXISTING UTILITIES
ON SITE THAT ARE TO REMAIN INTACT. ADDITIONALLY, COORDINATE WITH
CONTRACTING OFFICER REGARDING PHASING OF UTILITY INSTALLATION AND
SERVICE OUTAGES DURING CONSTRUCTION.
4. THIS SITE SHALL COMPLY WITH ALL APPLICABLE ADA ACCESSIBILITY CODES
AND REGULATIONS, AS WELL AS ALL APPLICABLE NAVFAC ACCESSIBILITY
REGULATIONS.
5. FLEXIBILE AND RIGID PAVEMENT DESIGNS BASED ON RECOMMENDATIONS OF
GET SOLUTIONS INC.
6. ALL CURB RADII SHALL BE 5' UNLESS NOTED OTHERWISE ON THIS LAYOUT
PLAN.
7. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS NOTED OTHERWISE
8. COMPLY WITH UFC CRITERIA FOR ANTI-TERRORISM/FORCE PROTECTION. NO
ABOVE GROUND FEATURES TALLER THAN 6 INCHES IN HEIGHT WILL BE
PERMITTED INSIDE THE 33 FEET MINIMUM STANDOFF DISTANCE.
9. SECURE SLIDING GATE SHALL BE POWERED VIA GATE HOUSE ELECTRICAL
PANEL BOARD. GATE MOTOR SIZE AND POWER REQUIREMENTS SHALL BE
DETERMINED BY GATE SUPPLIER.
10. PROVIDE ELECTRICAL SERVICE TO SWING ARM CRASH GATE. REFER TO
DRAWING E-100 FOR ELECTRICAL SERVICE DETAILS.
a
a
elMl�
z
f
0
o
U
a
LL
z
3
o
ro
w
w
z
z
WW44a
a
1
E
�
�
w
�
�
o
N
e
m
I
APT? 1 ! 21it
PLAN�—�/
NORTH SCALE 1"=30' APPROVED
0 30' so' N0 7 CziN.A ENVIRONMENTAL
�LAN:ACLI Pff COMMISSION
ISSUED FOR 09W17ft
10
N CARO ii//
Ir: 035027`,
�. FA GIN��Q�P•
'M z.
(((w
Q ~
ry
W Lu
uj
0
A/E
0
>
•
�
C
� r/i
O
•.
O
Y
N E
~
w Z E
C7
I=- 3
O
_
��
0LU my
c
dW ryM
Ln
lJ 1
d = DO ,
f.,y
i0
Vr (32 6 U
y=d
zJ_�
ZZ
a" mLL
0
O
O
a+
Ln
ON
2
F c
E
CL
ID �
c
2
00
a
Ln 0)
W
VI
H
APPROVED
FOR COA9
ACTIVITY
SATISFACTORY To DATE 3/23/11
DES WZS DRW WZS I CHK JDA
PMIDM: SUSW
CHIEF ENG/ARCH: 8GA
«KK»
o
s
U
i—
z
R
w
Z
}
z
_
w
Z
�0
H
0
w
w
w
O
`LI
Ww
Z
w
z
Dwz
Q
J
w
a
J
o/
LLI
Qa
V
w
1—,
EL
LU
J
<QQ
Q
..�
i
w
U
Q
m
C)
ce
0_j
q0O�
0-
I>
WMw
Z
¢d.a
SCALE:
;PROJECT NO.: P-'I 1 n
N40085-10-C-5335
SHEET OF
C-102
E
LD
C
u

4
FA
j
5 1 b
C
0
SWALE LINER LEGEND
5
pg
t
e �
i � ro al.00
s \ 1
I f
i
.. � fi
FF E _ � E 35 00
--FG 31.20 F FG 31.15� _.1 TC 31 65 i �.y " FG 32.40 32 .�''V ` -S
-� G31.15
BC 31 15 _ J \ INV. OUT
71
. _FG91.30 44
4 1
FG 31.80 _ :INV. IN 26.
;FG 31.9 FG 34.90 --. ._. 7 - -.-. - __ _._- _. -.`,_�..�
Y' ` RR
w
FG 31.8N ... _ _. FG 34.40 33 ,
-
:
q
- "
BIORETENTION CELL 2 _ CO �. ,,
'po
<
FG 32.90
i
I
x ._. 34 •,
STRUCTURE
_� (REFER TO DETAIL' o
r, ,. r� 1 � j' t i '< RIP RAP i � , �� � FG 35.00
r } j, r' 1 ENERGY DISSIP TER,; i; , _ FG 29.b0 I "
4 .-... `� , • ..::; RIP RAP I' SF{'{. C-508) _ - r . _..{� FG 35.00 FG 3 .00
EMERGENCYi
;SPILLWAY � I � ✓� � 'v 1 i �/ ti � Y � I ,, •
1 1 2 1 3 1 4
5
'
OUTLET STRUC'
(REFER TO OETAIL.SHT.
._
C-507)
r
N >.
N
PROJECT LIMITS
8.89 ACRES:
GENERAL GRADING NOTES:
1
1. EXISTING CONDITIONS COMPILED FROM INFORMATION PROVIDED BY THE
GOVERNMENT AND A FIELD SURVEY CONDUCTED BY TIMMONS GROUP DATED 4
NOVEMBER 2010. UNDERGROUND UTILITY LOCATIONS SHOULD BE CONSIDERED
APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
UNDERDRAINS (TYP) '
NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE
(REFER TO DWG
NOTED.
C-506)
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CAMP LEJEUNE AND
NAVFAC STANDARDS AND SPECIFICATIONS.
3. COORDINATE WITH CONTRACTING OFFICER REGARDING EXISTING UTILITIES
ON SITE THAT ARE TO REMAIN INTACT. ADDITIONALLY, COORDINATE WITH
CONTRACTING OFFICER REGARDING PHASING OF UTILITY INSTALLATION AND
SERVICE OUTAGES DURING CONSTRUCTION.
f Y )
4. THIS SITE SHALL COMPLY WITH ALL APPLICABLE ADA ACCESSIBILITY CODES
I
AND REGULATIONS, AS WELL AS ALL APPLICABLE NAVFAC ACCESSIBILITY
REGULATIONS. THE MAXIMUM ALLOWABLE SLOPE IN ACCESSIBLE PARKING
§
SPACES IS 2% (1:50). THE MAXIMUM LONGITUDINAL SLOPE OF ANY ACCESSIBLE
ROUTE IS 5% (1:20). THE MAXIMUM ALLOWABLE CROSS SLOPE OF ANY
ACCESSIBLE ROUTE IS 2% (1:50). THE MAXIMUM ALLOWABLE SLOPE OF ANY
ACCESSIBLE RAMP IS 8.33% (1:12).
5. FLEXIBILE AND RIGID PAVEMENT DESIGNS PROVIDED BY RECOMMENDATION
OF GET SOLUTIONS, INC.
6. ROOF DRAINAGE PROVIDED BY DOWNSPOUTS AND SPLASH BLOCKS.
7. EMBANKMENTS ON STORMWATER BASINS SHALL BE CONSTRUCTED UNDER
THE SUPERVISION OF A LICENSED GEOTECHNICAL ENGINEER.
8. CONTRACTOR SHALL LOCATE SPILL CURB AS NECESSARY FOR POSITIVE
DRAINAGE IN PARKING AND VEHICULAR AREAS.
9. EXCAVATION AND GRADING OPERATIONS SHALL BE PERFORMED UNDER THE
SUPERVISION AND DIRECTION OF THE CONTRACTORS GEOTECHNICAL
ENGINEER.
10. NO GRADING OR LAND DISTURBANCE WILL BE PERMITTED OUTSIDE THE
LIMITS OF DISTURBANCE SHOWN ON THE APPROVED EROSION CONTROL PLAN.
11. NO JURISDICTIONAL WETLANDS EXIST ON THIS SITE PER NAVFAC RFP
DOCUMENT.
i
APPROVED
1
NORTH CAROLINA ENVIRONMENTAL
PLAN MANAGEMENT COMMISSION
NORTH DIVISION OF WATER QUALITY i
APR 1 2011
t
SCALE 1"=30'
0 30' 60'
a
a
V
-N
N
M
a
O
Z
W
Z
O
LL
U
Q
3
z
z
o
m
z
z
z2
z
Z
a
W
W
w
o
�
�
N
�
�
y
\\\���11� 1 CAR p��iii��
A
a A
0350271�'
SEAL
m.
T
pppp���
U
�
c
O
d
~
-
CEC
11J U C
= Z
I-- L 3
OLu
¢ 3
O
LL
A
uiu d'N
L
V
H
OR
a0rvcn
LLI
w
N
� z "-•1 wrl
M ip
I.w.l
m
(7 W aW., of U
=WE
e
Zy� O�
Z
U
Q
C
x
oLL
OIn
Z
O
Ln
c
~ C
o
d
CD 00
CD
Ln rn
y
J
N
LLJ
I -
APPROVED
l FOR COMMANDER NAVFAC I
ACTIVITY
SATISFACTORY TO DATE 3/23/11
DES WZS I DRW WZS CHK JDA
PMrDM: SL/SW
BRANCH MANAGER: MD
CHIEF ENG/ARCH: BGA
«>vc»
z
Z
LL
�
=
Z(.5�
Q
W
o
.i
z
a,
W��
w
>
J
-
Z
a
'VWn
LL
QLL
Q
a
�
�
z
oco
W
W
ry
zW
0
W
ZWZ
z
Lu
CD
z
D
J
W
JO
Z
C�
W
a
Z
LLI5UO.ILL
UQ�J
J
.L
Q
Z
W10-
U
W
m
In
V
ILL
0Ja0�F�
w
W
w¢0WMW
W
Z
T
�%n
V/
o
¢
�
SCALE:
EPROJECT NO.:
P-1310
CONSTR.CONTR.NO.
N40085-10-C-5335
i _ L SHEET OF
'1' �,a - - - .-- J ISSUED FOR PERMITTING I C-109
101
E
C
0

E
C
A
3
q

L t j 1 4 1 5 1 0
DIVERSION DITCH LINER LEGEND
a
e
r
g�
a
s
x
x } ALL EROSION CONTROL DITCH LINERS SHALL BE EXCEL SD-3 REGULAR OR CS-3 REGULAR EROSION
:, CONTROL BLANKETS BY WESTERN EXCELSIOR OR APPROVED EQUAL. REFER TO INDIVIDUAL DIVERSION
DITCH ON PLANS FOR LINER REQUIREMENTS.
0
P
1 -
r {(
,
z f
•d i ` l_T.FENCE - - -. -
n• : _. - ._
- � ��
�'Agp aR wmm�l iRYmDIK m m �&8 ON i.Di � IESM� w� �e�!kP4
JU -..�.. ._..�..-.. a
1 .Fa
EXCEL CS-3 REGULAR
'EROSION
ql �� 4 '- EROS ON CON ROLL BLANKET
IN DITCH SUMP -REFER TO-
: DETAIL
'+ TEMPORARY DIVERSION
BERM "A" -MIN. SLOPE 0.5% r r �N1111111/
a \, SILT FENCE (Ty.) If `•, PRINCIPLE SPILLWAYt \\\\
<.
g EXCEL CS-3 REGULAR
CAR '( �Z
(10' MIN. WIDTH. f `- EROSION CONTROL BLANKET ��\� P • •� • $/ • �y �i
-• °j / , / EL 26.0b E ENT a _ .� -. COIR MESH SE SILT F .,`•gyp IN DITCH SUMP -REFER TO �j��//1
BAFFLES,(TYP.D (�P)EN DETAIL
ky. }. xr 027
� SEDIMENT FENCE,, ' Q
� 1.>�ala'S3aEbI�utL�A ..»�.h« ...�,. � ,;:1 _ 035
r
I ,
aat a men m�awa �Q •2
- D
,
Q,
•a�,.�..�..-.-... � - -" z ,''i !' GIN.
SEAL
SEDIMENT TRAP
DRAINAGE AREA: 1.65 AC . ` / �`'•:�� °��
DISTURBED AREA IN WATERSHED: 1.65 ACL
SEDIMENT TRAP 1
j
\
i JEMPORARY DIVERSION 4a sq _; PHASE 1 EROSION CONTROL CONSTRUCTION
IQITCH "B"-MIt�\SLOPE
o° i'' SEQUENCE H-
.��0.5% 1. A LAND DISTURBANCE PRECONSTRUCTION CONFERENCE IS
z' REQUIRED PRIOR TO ANY DISTURBANCE ON SITE. THE MEETING LV
SHALL BE BETWEEN THE CONTRACTING OFFICER, CONTRACTOR, ..
r ``, CAMP LEJEUNE, AND NCDENR INSPECTORS. THE CONTRACTOR
_. r \ T
CONTRACTOR STOCKPILE AREA '�^ r +
SHALL SCHEDULE THE MEETING TO OCCUR AT LEAST 48 HOURS
TE CRARY CONSTRUCTION __ �' f -sa
+i (SORROUND WITH SILT FENCE) �, i t. PRIOR TO ANY DISTURBANCE ON SITE.
r EN NCE-REFER TO DETAIL - Y \` 2 INSTALL CONSTRUCTION ENTRANCE ON SITE BARRICADE AN a Ly
/ - € C \ ` l , ADDITIONAL ENTRANCES TO PREVENT UNAUTHORIZED ENTRY.
3, INSTALL SILT FENCE AROUND THE PERIMETER OF THE SITE AT ~
In
LOCATIONS SHOWN, DISTURBING ONLY THOSE AREAS NECESSARY Z
r. \ ` TO INSTALL THE FENCE. INSTALL TEMPORARY SITE PERIMETER ^ LLI
SKIMMER ®_ I FENCE AS NEEDED, REMOVE EXISTING FEATURES TO THE EXTENT ' J
SKI[DEVICE-REFERTOMEDETAIL ALL THE FENCES, AS OUTLINED IN THE �W/�
t EMERGENCY SPILLWAY ' COIR MESH SEDIMENT o„a `"' - F '• +i ,� ''". ; `. DEMOLITION PLAN.
ST z U)
SKIMMER SEDIMENT `'+, -�
EL, 2,8.00 ' BAFFLES (TYP.) ,,,. ^*"' 1 i
TRAP 3 TEMPORARY DIVERSION ` 4. INSTALL SEDIMENT TRAPS 1 THROUGH 3, CLEARING ONLY THOSE
BERM "c"-MIN. SLOPE 0.5% AREAS NECESSARY. BEGIN BY REMOVING ANY EXISTING FEATURES p
EXCEL SD-3 REGULAR ' 'j.
EROSION CONTROL BLANKET w IN ACCORDANCE WITH THE DEMOLITION PLAN. CONSTRUCT THE �
IN DITCH SUMP -REFER TO ... : - '' ` _
' ; --^' : >� ', 1 � BASIN BY EXCAVATING THE AREA TO THE GRADES SHOWN AND
t, 5 DETAIL CONSTRUCTING THE EMBANKMENT TO THE REQUIRED DENSITY. ALL
- "� : �,xeEL CS-3 REG R EMBANKMENTS SHALL BE CONSTRUCTED UNDER THE DIRECTION AND
t, \: I DITCH CONTR ttlKET RVISION OF A LICENSED GEOTECHNICAL ENGINEER. INSTALL
t _i
SUMP -RE
w ,aRa ow us nr m �e i➢p e� ®mer se aw fasr qp ! ' , IL E
H uMP \ THE EMERGENCY SPILLWAY AND SKIMMER DEVICE INSTALL TH
-.., _• _;t'tlFitgTOistG�":*. _� _..-_, .� COIR MESH SEDIMENT BAFFLES AS REQUIRED. STABILIZE ALL : o
r f. " ,,,... 6" PVC SKIMMER' : � "N L6 g
i
_ OUTLET PIPE .. (I 1 _ c
-,, 5.I ONCE BBASINS ARE COMPLETED AND OPERATIONAL INSTALL t c
_ __ _ 3a.33 TEMPORARY DIVERSION DITCHES IN THE LOCATIONS SHOWN. , O „ w
,;. , TIE SKIMMER _ t .. ..,,.,� _ -.- ,�p _ .._ __ .. __ '� ___ _. , `,V I' E
, TO EX. CURB , n is ear.: ,,; _. , - Lu
- _
an
INLET BOX APPROVED PLAN. SEED AND STABILIZE DITCHES IMMEDIATELY AFTER
� ; _ CONSTRUCTION. O pp
>' ; ,a f RP RAP CHECK __ c , `'•, 8- ONCE SEDIMENT TRAPS AND DIVERSIONS ARE INSTALLED, BEGIN = 2 p W ,�
"uj _ *' T CLEARING AND GRUBBING THE REMAINDER OF THE SITE. O 1- m w
vl w .ti®.. - -� .. e».�® .®.o.A m ` ,, 4 "Aa' u i ` ... _. ._ _.°'' w ...` "m w .". -v. "'•', ✓ ,f Q LL 00
7. STRIP AND STOCKPILE TOPSOIL FOR SIFTING, DRYING, AND e d W N
r i Lu
> m
TESTING. -
• ,.. _. c1 :' COIR MESH SEDIMENT - "" w d = "H �
_ -- RI P RGY 8. BEGIN MASS GRADING OF THE SITE TO CREATE BUILDING PAD AS m aJ a, cA
.`__._ ._ ._.. �; `eti DISSI i. • - ..,., PA r W
I . - BAFFLES (TYP.) is s,
SHOWN. PLACE FILL MATERIAL UNDER DIRECTION OF GEOTECHNICAL U z c'n
1 �
s: X
ENGINEER. 7.< s "` * s" PVC SKIMMER ' ` 1 9 ONCE BUILDING PAD FILL IS COMPLETED, BEGIN CONSTRUCTION Z z � Q a LL
M OUTLET PIPE O s.
� % ed► BUILDNG FINISHEQ FLOOR OF E OSION CONTROL MEASURES AND SEQUENCING FOR THE 49
O
/ SKIMMER oevlcE REMAINDER OF THE FACILITY SITE WORK IS INCLUDED IN THE PHASE > �o
- .., .' I �' PAD ELEVAT ON 334,1 -_ -. (TYP.) o ~ aiOD
" CONTROL PLAN BY TIMMONS GROUP DO NOT BEGIN
_.
'd 2 EROSION
TEMPORARY DIVERSION 1 `'� ' PHASE 2 CONSTRUCTION UNTIL SUCH TIME AS SITE IS INSPECTED =O
_. Y4 r
DITCH "E"-MIN. SLOPE 0.5% t �+o k- AND APPROVED BY NCDENR INSPECTOR. >- o Ln M
SKIMMER uj
SEDIMENT TRAP 2 17 F-
__-- - GENERAL EROSION AND SEDIMENT CONTROL
I
/ -- - -
`� (10' ERWAY
WIDPILL
MIN
EL.2e.00 NOTES:
APPROVED
w...- Y. -w N • v- I ® 1. EXISTING CONDITIONS PROVIDED BY THE GOVERNMENT AND
HAVE NOT BEEN FIELD VERIFIED. NO WARRANTY IS GIVEN OR
1 �F TOTAL DISTURBED AREA: 7.86;,C. IMPLIED REGARDING THE ACCURACY OF THE EXISTING FEATURES.
t
EXISTING CONDITIONS INDICATE ABOVE GROUND FEATURES ONLY. FOR COMMANDER NAVFAc
TEMPORARY DNERSION / %" UNDERGROUND FEATURES SHOULD BE CONSIDERED APPROXIMATE ACTIVITY
34.33 D INAGE AABOUNDARY
' N
(TYP.) SILT FENCE OUTLET IN LOCATION AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION.
Z
(TYP.) NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF DISCREPANCIES
SKIMMER SEDIMENT TRAP 3 `' �^• ^"' -• - ^°� °"- -" -' "- "- "•" '� "'m '°•" "^' '"' '"' SATISFACTORYTO DATE
-- 1 ARE NOTED. 3/23/11
DRAINAGE AREA: 2.21 AC.
`' �~ DISTURBED AREA IN WATERSHED: 2.21 AC. 2. UNDERGROUND UTILITY LOCATIONS SHOWN ARE FROM BEST DES WZs ORw wzs CHK JDA
_-
_ �`
j =f i / 1 AVAILABLE RECORDS AND SHOULD BE FIELD VERIFIED PRIOR TO PM DM suety
Q r CONSTRUCTION. BRANCH MANAGER: MD
s v SKIMMER SEDIMENT TRAP 2 �- iI
DRAINAG AREA: 3.43 AC. 3. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CHIEF ENG/ARCH: BGA
DISTURBED ARFAN WATERSHED: 3.43 AC. j CONDUCTED UNDER THE SUPERVISION OF A LICENSED «xx»
GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL o
I
I
BE HIRED BY THE CONTRACTOR.
-SILT C ( ) R CAMP LEJEUNE AND NAVFAC
FENCE E TYP. 4 ALL CONSTRUCTION SHALL BE P
STANDARDS AND SPECIFICATIONS. E H
I w.�.r _. ,. _" 0 1 ! e► c� Z z
Z
5. COORDINATE WITH CONTRACTING OFFICER REGARDING Q
EXISTING UTILITIES ON SITE THAT ARE TO REMAIN INTACT. w J F
F J
6. ENSURE THAT ALL TEMPORARY DIVERSIONS ARE INSTALLED
+£,4 ! ! gtJ WITH POSITIVE DRAINAGE. DIVERSIONS SHALL OPPOSE EXISTING a
'7,4rr wi J
' j ,+(-, 1 ( If 1 SILTFENCE (TYP.) i y �� � � � Yea I` GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.5% w Z z
LONGITUDINAL SLOPE _ V
0 / 4 J
7. REFER TO DEMOLITION DRAWINGS C-100 FOR FURTHER DETAILS ¢ Q
SEDIMLNT BASIN DRAINAGE a
ON SITE PHASING, DEMOLITION, AND CONSTRUCTION SEQUENCE. N
Yi
AREA BOUNDARY ('f'1'P_1 - RIP RAP CHECK DAM : 1. s Q
1
2 13 14 15
;I
I �
,
PLAN
gg NORTH
SCALE 1"=30'
FM
0 30' 60'
EROSION CONTROL LEGEND
TEMPORARY CONSTRUCTION ENTRANCE 6.06
_..�...- DIVERSION DITCH 6.20
-X-X- SEDIMENT FENCE 6.62
-TPTP- TREE PROTECTION FENCE 6.06
ROCK PIPE
INLET PRO ANOVED 6.55
RN55QRTHCAROLINA EN3R®Y6.t
MHARDWARE IiF I CCpMIJJI06t1
INLET PROTBCF�v'Vi' MR QUALITY' -.
DUST CONTROL 6.84
\.IMJ.-.LJV CLEARING LIMIT _
»-a LIMIT OF DISTURBANCE{��
DRAINAGE AREA ? MAR 2 4 ZQjI
0 SEDIMENT FENCE BAFFLE'
3Y:
* REFER TO THE LATEST EDITION OF THE NOR
AND SEDIMENT CONTROL PLANNING DESIGN MANUAL FOR ADDITIONAL
INFORMATION.
z
m
Z
O
WW
ryo
=W
Z
w
zWZ
O
Lu
(�
Z5
w
W
Z
aJ0
w
W
a
0
Lu
Z�
H
LU
mpg
T--
w
o
_J
p
Q
MLU
Z
X
T-
A/
oz
aai
SCALE:
EPROJECT NO.:
P-1310
CONSTR. CONTR. NO.
N40085-10-C-5335
SHEET OF I
ISSUED FOR PERMITTING I C-110
E
C
0 ri
I

I I L , 3 1 4 1 5 1 b
va
I
i
i
SWALE LINER LEGEND
a
a
rk
A
C
s
0
a
F
g
dr
3�
I ALL EROSION CONTROL DITCH LINERS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS
IN ACCORDANCE WITH THE APPROVED EROSION CONTROL SEQUENCE IN PLANS. REFER TO C-111.
4+ e1
4 ✓I,�� c
C
:
b , Y „
r
1 ✓ i I 15 7� ,..»�.-,�. ,...,:,..',. .».«. ..�..•,., '.4.-.,,,. :,k,...>➢. ::,,:-,.,z.,,,,.,,u.,:,., •.,w.>n. �..,,:;�: „,.,. .� ...,_,,,.., ....�.,,« ..<. , - _ ._ _.
, r
if I
SILT FENCE _
PERMANENT SWALE 2 OUTLET (TYP.) »' -
{y
(CS3-RLINER)
PHA LIMITS OF DISTURBANCE *. ` 'T SE 2 EROSION CONTROL CONSTRUCTION
SEQUENCE:
30,,
I 1. MAINTAIN EROSION CONTROL FEATURES INSTALLED DURING PHASE 1
PERMANENT SWALE 2
(CS3-R LINER) EROSION CONTROL.
;', _ 2. INSTALL PHASE 2 EROSION CONTROL MEASURES, INCLUDING SILT
1
" DIVERSION VEGETATIVE STABILIZATION,
RIP TEMPORARY
1 `• FENCE,
.,. „ ETC. E
# I ? 26 27 3. BEGIN ROUGH GRADING OF PARKING AND OTHER AREAS TO BRING SITE
ORANGE SAFETY
r 28 29 TO FINISHED GRADE. INSTALL WATER, SANITARY SEWER,
,r FENCE AROUND INFILTRATION ,
/ t BASIN 2s COMMUNICATIONS, AND OTHER UTILITY LINES.
CULVERT"A' 4. BEGIN GRADING OF PERMANENT BIORETENTION CELL 1, PERMANENT
68.02 LF 15• RCP , }_+ T STORMWATER
DRAINAGE SWALES, AND STORMWATER PIPING PROTECT
29@0.73% i'BASINS FROM SEDIMENTATION BY INSTALLING y
I
LT FENCE IN THE
LOCATIONS SHOWN AND BY DIRECTING RUNOFFO TEMPORARY
DIVERSION DITCHES
E AND TEMPORARY SEDIMENT TRAPS.
v,
PERMANENT SWALE 1 3� _ ,. ,.:_....._._ ;.., < "c.. •, _, `;.�;, `, y `,
(PP5-8 LINER) '^'�iT - i , D
_, , ,,.,,....-.,, " � �' ., s y
o �• , ) 5 ALL STORMWATER BASIN EMBANKMENTS SHALL BE CONSTRUCTED
LICENSED GEOTECHNICAL ENGINEER.
°p �w ' RIP�,PENERGY UNDER THE DIRECTION OF A
DISSI COMPACT r R t EMBANKMENTS TO THE REQUIRED DENSITY.
5. CONTINUE WORK ON BUILDING FACILITY. INSTALL CURB AND GUTTER,
h i i s 29 i' w ti� 5 STONE BASE, CONCRETE SIDEWALKS, AND PAVE SITE. INSTALL SECURITY
FENCING
EX. 18" CMP .
{ "
cuwERT 6. ONCE SITE IS PAVED AND FINE GRADED, STABILIZE SITE WITH
_ G AND SOD.
,._... `, PERMANENT SEEDING
r
_. OF TEMPORARY SEDIMENT TRAP 3 AND
_. 1 —Ls ; � ., 7. BEGIN EXPANSION
TEMPORARY CQNSTRUCTION •." 4
A1631 ° ; �4 CONVERSION TO BIORETENTION CELL. REMOVE ACCUMULATED SEDIMENT
`i T BASIN, AS WELL AS SKIMMER SEDI
MENT
F • h , AND TRASH FROM SEDIMENT S ,
t i
._.......,: r f FFE 35 00 , ,.,...:.. _._ ., '.. „... _ .
BAFFLES AND SPILLWAY. INSTALL FILTER MEDIA, OUTLET STRUCTURE,
"�t i a wv. our o UNDERDRAINS, AND RIP RAP EMERGENCY SPILLWAY. DO NOT OPERATE
^ ; , `<-, FES 1 R HEAVY EQUIPMENT IN BIORETENTION CELL TO PREVENT COMPACTION OF
,
R
�.. _-.._.. __ _. _.._.._... ._ _ _ ...,„.< _ .... _ ,.,.. _,., ,qua _ _ . _--_. - ..',. INV. IN 26. ; '^-
.-' '��"� 'T� `� '� �'"' RIP RA ILTER 's 1� NATURAL SOIL.
I T PROTE IOFI .,,,,.,.,A t'
j 8. COMPLETE BIORETENTION CELL 1 BY REMOVING ANY ACCUMULATED
31 i ; SEDIMENT AND INSTALLING FILTER MEDIA, UNDERDRAINS, OUTLET
STRUCTURE, AND EMERGENCY SPILLWAY. STABILIZE THE BASIN PER THE
_. SCHEDULE
^" T
30 w ,'t< w "'', "; ` 2 9EONCE PERMANENT STORMWATER BASINS ARE COMPLETED AND
I STABILIZED, REMOVE EXISTING TEMPORARY SEDIMENT TRAPS AND
1 , : CO CQ CO - "• : TEMPORARY DIVERSIONS. REMOVE ACCUMULATED SEDIMENT AND
O BIORETENTION CELL 2 CO TRASH. REMOVE SKIMMER DEVICES, SEDIMENT BAFFLES, AND
SPILLWAYS.
'6
f ,
1
e,"N 10 GRADE AREAS OCCUPIED BY SEDIMENT TRAPS AS REQUIRED BY THE
GRADING PLAN. INSTALL REMAINDER OF PERMANENT STORMWATER
g x, SWALES AND STABILIZE ALL DISTURBED AREAS.
sy , b
_. ...,. ,.: ,, ellaL s oP DIsrURBAwcE „ 11. ONCE ALL DISTURBED AREAS ARE STABILIZED, REMOVE SILT FENCE
RIP RAP'! a' ,. ? ,., d'3 r I f I "; RIP RAP FILTER
i AND OTHER EROSION CONTROL MEASURES.
RIP RAP,- FILTER ENERGY DISSIP ATR.�,:.,,. . _ Ia __._... ..____. N HA WA -., : <, ,... i _ p I I DAM A D RD AM AN MAR ARE
CLOTH INLET PROrE=CT�O
i� T..INL P. T N ! LOW E7 Q Q.10
t
- -
_ i •, �. � :: �. ;:.. " , :: ,A . . <.:. , „ t;.=.,r ' r, ,. - - _
TOTAL PHASE 2 DISTURBED AREA. i; _ _. r .mil
, .t(r.. ..,.
7.72 ACRES
:
xk
.'` W
,t
a
uy
t
L- - Z
i
t
INV. IN 28.00 0
*i
, .t- r ; ..... '"' i". ,: .,,. ,...,. ,:; .:, ., .�� _.. __ ,:::•. i_,_... i _.. _c-, ! I, � ,'• w - A� _.- ��,';. t-: _.11,£�li_. t Z
GENERAL EROSION AND SEDIMENT CONTROL
__ - ,ira „f'; _ TES:
r
-
� __ � O ',1. ' ( NOTES:
CONDITIONS PROVIDED BY THE GOVERNMENT AND
m
+ � HAVE NOT BEEN FIELD VERIFIED. NO WARRANTY IS GIVEN OR
PERMANE S ALE4 r {, ( ,,_� j
pi �! i ,t I„t' ' P5- LINER P ' ` � •�""-" `,,. ! INV. our 33.00 " _ _ - - - � 1 '3s �H. ao 75 u EXISTING CONDITIONS ONSHNDICATERABOVOE GROUND FEATURES ONLY.
rFq
}}lC21
,....,. .. .. _ i 1 -. -,._ ..._ VGG`ON16EI TE NN
a ) ii I
T
ULD BE CONSIDERED
_j. r,..", RIP RAP
- C1"` S g; �,, - - - , .''- fr � r'. '• , j—'-- � '; ,. , �'�., , ; °�' °' "' " -" (RBFER r0 r N N N ENERGv ` �' +� N LOCATION AND SHOULD UNDERGROUND SBEHVOERIF VERIFIED PRIOR TO CONSTRUCTION.APPROXIMATE
I:
a - -� F 3 M-002) s DISSIPATER ; NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF DISCREPANCIES
9' i
Lu i ».. ,. \ i � � ARE NOTED
- / --` - 2. UNDERGROUND UTILITY LOCATIONS SHOWN ARE FROM BEST
AVAILABLE RECORDS AND SHOULD BE FIELD VERIFIED PRIOR TO
r
i
/ k
... , ':0 I RIP AP LTER �, �, _ a CONSTRUCTION.
���^M..•�.,�.�d__��.,..��s...� �� � [afAM NL r orE no iz 'v. + i 3. EXCAVATION AND EARTH MOVING OPERATIONS SHALLBE
c o 3s LF (REFERRTO i € CONDUCTED UNDER THE SUPERVISION OF A LICENSED
P@-1110) GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL
L' BE HIRED BY THE
^ ! g I
i � •� �,. r' p J RR5 ! 3d i '' : f 4 ! 4. ALL CONSTRUCTION CONTRACTOR.
BE PER CAMP LEJEUNE AND NAVFAC
t. ,_ ,,. '• ! - h F ,-. r; i 5Sc5 RIP RAP
E E N Y DIc SI IN 32.60 ; PATER I SILT FENCE OUTLE STANDARDS AND SPECIFICATIONS.
' r... _ .._I ;
1 I -- ._ , f , t (TYPJ
5. COORDINATE WITH CONTRACTING OFFICER REGARDING
/
IN T EXISTING UTILITIES ON SITE THAT ARE TO REMAIN INTACT.
w ` ± 6. ENSURE THAT ALL TEMPORARY DIVERSIONS ARE INSTALLED
11.80
CIjWERr"C' WITH POSITIVE DRAINAGE. DIVERSIONS SHALL OPPOSE EXISTING
t i L
so.z2ILF 15" RCP HEN NECESSARY TO PROVIDE A MINIMUM OF 0.5/0
@0 7s% [ I E a f ONG T DINAL SLOPE.
j
r
ES a l ' # 7. REFER TO DEMOLITION DRAWINGS C-100 FOR FURTHER DETAILS I f
Iv . IN 31.20 ON SITE PHASING, DEMOLITION, AND CONSTRUCTION SEQUENCE.
g
t ( )
-...�, .___
SILT FENCE TYP.
j k
,
1
,
p¢ Ir t : ✓ 33� r ,,� 4`uL
i
03502711 ;
�!!!'vGINE
i/// AM Z. SN
SEAL
>
o
V
• �
cy
'o
CD
•�
p
-w
N E
2
(D
—
U
= z
O
¢ a 3
mi
O
=
1%'i
W U O' N
IxFi_
I,iw
O
w
CLLLN�
N
>
Ix ~Go
Ln
V
N
a S
%w ;; 01
U
y
Fwy
u
Lr
���,�
Za"
�o
z�
O>Ln
—i
I
= C V:
f—
O
~to
OD
Ln al
Lu
N
F
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORYTD DATE 3/23/11
DES WZS I ORW WZS I CHK JDA
PMIDM: Suss
BRANCH MANAGER: MD
CHIEF ENG/ARCH: BGA
«xx»
oz
Z
z
W
Z
�
W
L
V
OJ
Q
L
J
Q
2
cc
G
F-
Z
O
WW
wz
Z
W
wW
zW?
LU
W
LL
(�
z
u
JJO
Z
W
a
ry
wZ<av
w
z
Lu2
m
J
Q
N
W
P
c
can
(�
L¢
O
O
1
TQ
I-
W]
g
Q
o.
LuMW
oz=
Lu
z
r
1
ao.
A/
1ii
SCALE:
EPROJECT NO.:
P_1771
1
IJHASt 1 tKUWUN UUN 1 KUL FLAN - 1;� I �'..=30'30' ISSUED FOR PERMITTING I C-l1l
1 1 2 1 3 1 4 1 5 1 6
E
C
V

E
C
V
UAI
v
om
N�
�p
r-Om-1w
�m+z--1m—'
i�m
z""ar.m
Nch
z
m
G)
M
a�
x
m
y
�z
0
c
m
rn
X
Coll
G)
M4
"n
c
840.86
NOTES:
INSTALL ALL STEPS PROTRUDING 4"
STEPS DIFFERING IN DIMENSIONS
THE ENGINEER WITH DETAILS OF
PLAN
G
ELEVATION
m 844"
ELEVATION
FROM INSIDE FACE OF STRUCTURE WALL.
CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
HE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
fib"
SIDE
ELEVATION
�1 ice"
1
T
SIDE
ELEVATION
CAST IRON
SECTION A -A
ww
tt N
r
14 to
k%i I
SIDE
ELEVATION
CAST IRON
ELEVATION
_ #6 BAR OR
o #8 BAR
GALV'D.
cb
SIDE
PLAN ELEVATION
1 REINFORCING STEEL
NOTE-
12" DO NOT USE IN
SANITARY SEWER MANHOLES.
ELEVATION
z
NN
C
OM
C?
CA 0
�
U.JCL"z
r-�..r -n q cA
mp -ice
o0acj)m
�t3 ox
,..AZ�xD
=��m
acomc»po
1--x zW
N
z"-cr-1
O 0 0�
n 0
Z .'."'
v
Lu G
N O
p
z
y dL m 'v m
U. H z
ZFm y �30 c
N W m y x
1 N�ca
Film
CV a�oZy
c me -4 v
H m
W
x @i m M
N Z 0
co cp
~ o n
W car37
r— w1 FT.
ELEVATION
W2 (FT.
PLAN
8" D.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
1'
1'
e„ B" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
SIDE
z
O Nn
H
NOTES: Q Q
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Q V
STANDARDS: 838.21g 838.270 838.33 AND 838.39. LL. J d Z
* INSTALL PRECAST ENDINALLS WITH WINGS AND PAY O O N x
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. W LL 3
* USE 4000 PSI CONCRETE. Cy O Co
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A815 F<_ x ~ z w
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING y �— O N J
TO ASTM A185 WITH 2 MIN. CLEARANCE. p O
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH z
OSHA STANDARD 1926.704. CL H
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR I o
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
ENDWALL DIMNSIONS
FT.
MINIMUM
YIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
HI (FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 9 8"
1.25/2.00
2.00/3.75
1.25/1.76
3.00/3.75
5.50/6.00
1.25
#5 0 8"
1.2512.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.76
1.50
#5 0 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 0 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.0014.25
7.50/8.25
2.5
#5 0 8"
2.60/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 0 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.6
#5 0 8"
3.26/4.50
6.00/6.75
3.25/3.50
6.0016.75
12.00/13.25
4.0
#5 0 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 0 ON
4.00/5.00
6.50/8.50
3.25/4.00
7.0019.25
13.50/15.75
6.0
#5 0 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
1 #5 0 8"
4.50/5.00
7.60/8.50
3.25/4.00
1 7.2619.25
14.00/15.76
6.0
1 #5 0 8"
4.50/5.00
7.50/8.50
3.25/4.00
1 7.75/9.25
14.75/16.75
a
F
Q
M
z
Lu
w
Ov
o
a
$
om
E
U
U
w
w
CL
N0.
N
�
y
uj
CARO
aoc W a o�
�t
S AL
035027
Zx i � -,Lo. 1� • �
V z i,1t,1 �Q ,
CO
i�//01 z 11i 3
=Ilium r
SEAL
H N j
coos z D
w WN
w o A �
LL c
Lu
Q~ ~
_
ll ��
SHEET 1 OF 1
LJ
838.80ry
W ;T4
uu
DITCH TO BE LINED ACCORDING
---------------------------
W
TO PLANS
U
~
O
18" MIN
DEPTH
—III —III
— . — . — . —
FS(
��°BS
0. — . — . — . VOPES
DEPTH VARIES S -
3:1 S\DE
—)
IIIIII—I
-I I
II
I
I —III
_
I—)
I
I —I
I
I—IIII
I I
—I
I
II
I
I
I
AIE INF
- IIIIII— III —II—III II —II
I—III—III—III—III—IIIIIIIIIIIIIIIII
1I
_I—III_IIIIII—III—III—III—III—III—III—I
_—
I I_I
I IIIIIII—III—III—III—III
i s��
s
o C
✓: ko C
.�
p N E
~
E
NOTE:
LONGITUDINAL SLOPE TO HAVE A MINIMUM SLOPE OF 0.5% OR GREATER
_
w v
V' = Z
O ¢ 3
TYPICAL STORMWATER
DRAINAGE SWALEO
_ w V N
/
w 1-4 w aa�NM
/w
v
vNi
W 0 M 0
WOq
io Ur 0 y Oi V
j OA
C
PERMANENT V-SHAPED DITCH---(:
Z
3
z
NOT TO SCALE
C4
1 o
- o y
O
O
Ln
_ v
BIORETENTI
NOT TO SCALE
6" ABOVE
FINISH GRAI
E F c
a' C ~ago
4"CLEANOUT CAP
�m
///���W/REMOVABLE THREADED!� Ln o'
/ PLUG F
4* SCH. 40 PVC
CLEANOUT STACK APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SAMFACTORYTO DATE 3/23/11
DES WZS DRW WZS CHK JDA
PM/DM: SUSW B
BRANCH MANAGER: MD
CHIEF ENG/ARCH: BGA
FILTER MEDIA '^
(REFER TO C-507 & C-508) V J
H ` J
O z
WASHED SAND � Q
(REFER TO C-507 & C-508) w J -
z
Z G _
� CC � r_
W Q
w
w N
3fl�1l57 WASHED STONE a Z Q z
(REFER TO C-507 & C-508) LL Q U. W
Q
Zo Z
W
0 W Cn
z zz Q
MW z
ADS WYE FITTING CORRUGATED PERFORATED
Ljj
Lu
Z W z
ADS UNDERDRAIN PIPE -REFER TO SHEET
C-507 AND C-508 FOR SIZING
—
lJJ
W
z
LU
� Z
JO
Lu
w z
2
<�a.mv_
w
a V
Uj
Q Q
a
Lu
~
A
DERDRAIN AND CLEANOUT DETAIL
A6
LQL_
O_I
O62 ��
APPROVED •
z Q
z w
O
_.
. a1
NORTH t; A�f?LINA ENvI�?ONMr NiAI II =
� Z
¢ n. a
�
NIANA MNT COMMISSION
o
SCALE:
�I
L6iYII`Sd1±OF j@9l 6't b.�4 'LfiL!"1�Itl TV _:_— .___._.- --1
DIVISIONQUALITY
EPROJECT NO.: P-1310
CONSTR. CONTR. NO.
N40085-10-C-5335
NAVFAC DRAWING NO.
SHEET OF
ISSUED FOR PERMITTING
I C-506
1 1 2 13 14 15 16

E
E
C
41
0
E
PI
V
al

10
I
0
7