SW8070243_APPROVED PLANS_20071018

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Xo�'i"3
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2,87/0/9�
YYYYMMDD

1 r ..�._6 ; _°- M-_.l :. Ad ti v1:.. ... ... ....., i%'! .. . .. .. rr+. v-fd j:a;i. �1, :l1;1 .1r1�i1.�,Y i; S1?a LSis ts.as ,... 3 4e., T•:+"� li
InarPEX B 2 -- 111W77F
. (IN)`+eJ7.15' 4-4• CPP) S
I.nr. (Qlln
E. FES
Inv. (IN&OUT) - 30.37' (3r
60.
POND #1 DETAIL
SCALE: 1 "= 30'
r LOT LINE
LOT LINE
POND #2 DETAIL
SCALE: 1 "=30'
EASEXENT - WIDTH AS INDICATED
NOTE:
GRADE SWALE TO PROVIDE
POSITIVE DRAINAGE
_ N*. Of
/\\Xxx\\\� "x.
PROPOSED CONTOURS
i
VARIES
88WDA
-GRASS LINED SWALE
WATER QUALITY SWALE
NOT TO SCALE
�...... .\�
NOTES
1. SW-1, SW---2, SW-3, SW-4, AND POND 1
WILL BE USED AS SEDIMENT TRAPS DURING
CONSTRUCTION. AFTER CONSTRUCTION IS
COMPLETED THESE AREAS WILL BE CLEANED
AND RE -GRADED TO MEET THE WATER
QUALITY AND POND SPECIFICATIONS AND
STANDARDS.
7!/111o11 M "OF" IGII se.ola
to 4
1 tn. � or
2. d - 13 ftm en "M Aww dl eta but
not 61w umi r
A A rl.brwafir ' I I or fltr fAft ON"" be
b.a.In a,. ro�o rM1 .a iw,deMa1.
.....:::::.:
­ - --mw me"
Ct Lveu PROTEC710N
RIP -RAP AT FLARED END SEC'nON
NOT TO SCALE
RIPRAP APRON SCHEDULE
FES y
DIA. &TYPE
0-FLOW
(CFS)
OUTLET
ITY
VELOCITY
(Fps
RIPRAP APRON
LENGTH
WlO
OEPDTH
R CLASS
10
18" RCP
5.04
4.23
6'
4.5'
9"
A
13
18" RCP
5.68
3.93
6'
4.5'
9"
A
16
18" RCP
2.46
1.48
6'
4.5'
9"
A
19
18" RCP
1.19
0.69
w
4.5'
9"
A
30
18" RCP
1.48
0.85
6'
4.5'
9"
A
33
18" RCP
3.12
1 1.77
6'
4.5'
9"
A
36
18' RCP
3.70
1 2.10
6'
4.5'
9"
A
RIPRAP FLARED END SECTION
NOT TO SCALE
E> 3a It -
_.P
rnr. {m) _ 3AE!' Ste• cvP)
hr. {RIII - 'J2.84 (16• iPP)'
s1.. (BUx1 - 32.99� a
r
CALCULATING PROJECT AREA USING METHOD ma
TOTAL ACREAGE: 30.62 AC.
WETLAND AREA: 2.36 AC.
100' WETLAND AREA: 2.35 AC.
METHOD 1: 2.36/30.62 = 7.71 % (<25%)
PROJECT AREA - 30.62 AC.
METHOD 2: 30.62-0.01 - 30.61 AC.
SINCE 30.61 <.30.62, USE METHOD 2
TOTAL PROJECT AREA - 30.61 AC.
,,--PROJECT BOUNDARY
STORMDRAIN SCHEDULE PHASE 1
Line
Size
Material
Length
Sloe
InvertDn
InveftUp
RimElev Dn
RimElev U
LINE IN - LINE OUT
in
ft
N
ft
ft
ft
ft
FES #13 - CI #14
18
UP
20
0.20
31.70
3 1.80
31.70
34.89
CI #14 - CI #15
18
1 UP
22
1 0.36
1 31.80
31.90
1 34.89
34.89
PROPOSED STORMDRAIN SCHEDULE -- PHASE 2
Line ID
Material Grnd/RimUp
(ft)
Grnd/RimDn
(ft)
Inv ElevUp
(ft)
Inv ElevDn
(ft)
Line Length
(ft)
PipeSize
(i n)
PipeSlope
(%)
CI 17 - FES 16
RCP
39.18
36.10
33.80
33.50
16,00
18
1.87
CI 20 - FES 19
RCP
46.18
43.20
41.15
41.00
41.75
18
0.36
C1 20A - CI 20
RCP
45.42
46.18
41.25
41.15
21.50
18
0.47
CI 20B - CI 20A
RCP
45.40
45,42
41.60
41.25
147.50
18
0.24
CI 31 -- FES 30
RCP
49.24
45.00
45.06
45.00
20.00
18
0,30
CI 31A - CI 31
RCP
49.24
49.24
45.13
45.06
23.50
18
0.30
CI 34 - FES 33
RCP
48.23
45.25
44.40
44.30
20,00
18
0.50
CI 34A - C1 34
RCP
48.23
48.23
44.50
44.40
23.50
18
0.43
C1 37 - FES 36
RCP
51.33
46.00
46.09
46.00
34.97
18
0.26
CI 38 - CI 37
RCP
50.22
51.33
46.37
46.09
93.96
18
0.30
CI 38A - CI 38
RCP
50.22
50.22
1 46.44
46.37
23.50
18
0.30
CI 37A - CI 37
RCP
51.33
51.33
1 46.16
_
46.09
23.50
18
0.30
r
100
ANCE ACCESS
1 WILL BE
OPY COURT
ab;�.:ei°1kY�� �.ts7ik31�d11+1• ����� �'�L'S'i�5i"+`�'t.'�15
„-,gal dance writ' lhcse ooGument5
ter �;+s�'it icL+tth u8f�ii�?�r
nhe lotltyw9 alai a,'n46rr dGSI'� t? ' 1
;actr ,1'' ifs straw
n�1K �'j
�z e w�1:$-�r+e1�YIN,'' ,. 1x �G
r rdti•.
r - ;WE
,:� r 410
1
GRAPHIC SCALE''''
50 100 2D0 400
( IN FEET )
1 inch = 100 ft.
FLARED END SECTION (FES)
CURB INLET
EX. CONTOUR
POND CONTOURS
4F
-4 4 -
CURB & GUTTER
WETLANDS
PROPOSED
-
RIGHT OF WAY
- -
SET BACK LINE
- - - -
EASEMENT LINE
- - -
TEMPORARY DIVERSION
RIP RAP APRON
SILT FENCE (TEMP.)
SF
STORM DRAIN PIPE _
.... . ........
F
NCDENR ADD INFO
KDF
9
13 07
E
NCDENR ADD INFO
MAB
6
21 07
D
NCDENR COMMENTS
MAB
s
s 07
C
ISSUED FOR CONSTRUCTION
MAB
4
20 07
B
REVISED STORMWATER PLAN
MAB
3
21 07
A
ISSUED FOR REG. REVIEW
MAB
1
31 07
REV.
DESCRIPTION
©A V.BY
REVISIONS
`tl�,llllllltl��,,,
❑ .,
S
w
i
,T411lftfi1111<11�14�
AT MAPdTIME OUS"
Oak Creek At Maritime Shores
Canopy Group, LLC
141-A Old Fayetteville Road
Leland, NC 28451
www.oakcreeknc.com
www.platinumpropertiesuso.com
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capeiGarengineerrng.com
DRAWN
M. Brown
PROJECT
NUMBER 875-36
DESIGN J. Winterwerp
CHECK
M. Seffels
SCALE 1" =100'
APPROVED :
D. Fennell
DATE 18 February 07
PROJECT PATH: 875_875-36-DWG_CONST.PLANS-PH2
OAK CREEK
@ MARITIME SHORES
STORMWATER MANAGEMENT
PLAN - OVERALL
PROJECT NUMBER SHEET NUMBER
875-36 1 S-1

r I I II I ,i r1a4:: �,•._'...�.,-:�_ .:., - ._._. 1..•41 1rj II 1-Ale-t nI_tyIM"*Fd. q,s,fi
LEGBD
FLARED END SECTION (FES)
CURB INLET
EX. CONTOUR
POND CONTOURS
44
CURB & GUTTER
WETLANDS
PROPOSED
—
RIGHT OF WAY
— — —
SET BACK LINE
— — — —
EASEMENT LINE
— — —
TEMPORARY DIVERSION
---�►—
RIP RAP APRON
SILT FENCE (TEMP.)
SF
STORM DRAIN PIPE
el
G
NCDENR ADD INFO
MAB
10 3/07
F
NCDENR ADD INFO
KDF
9 13/07
E
NCDENR ADD INFO
MAB
6/21/07
p
REVISE ROAD GRADE;
CANOPY COURT STA 31+00—END
MAB
6 6 07
C
ISSUED FOR CONSTRUCTION
MAB
4 19/07
B
REVISED STORMWATER PLAN
MAB
3 21 07
A
ISSUED FOR FINAL DESIGN
NOT FOR CONSTRUCTION
MAB
1 31 07
REV.
DESCRIPTION
RATEY
REVISIONS
AT MARITIME SHORES'
Oak Creek At Maritime Shores
Canopy Group, LLC
141—A Old Fayetteville Road
Leland, NC 28451
www.00kcreeknc.com
www.platinumpropertiesuso.com
CAPE FEAR
Engineering, Inc.
151 Poole Rd Suite 100
Belville, NG28451
TEL [phone]
FAX [phone]
www. capeleamngineenng.com
DRAWN :
M.
Brown
PROJECT
NUMBER
875-36
DESIGN J. Wlnterwerp
CHECK :
M.
Seffels
SCALE :
1"-80'
APPROVED :
D.
Fennell
DATE :
18 February 07
PROJECT PATH: 875-875-36—DWG—CONST.PLANS—PH2
OAK CREEK PHASE 2
@ MARITIME SHORES
SCHEMATIC STORMDRAIN
LAYOUT - PHASE 1
PROJECT NUMBER SHEET NUMBER
875-36 1 C-3
Ad WEEZL LOOZ/E/OL - L 119Vd d Noiic)nHiSNOO-JMa 9E 5L8 9L8 d -. -.

STORMDRAIN SCHEDULE - PHASE 2 STORMDRAIN SCHEDULE PHASE 1
Line ID
Material Grnd/RimUp
(ft)
Grnd/RimDn
(ft)
Inv ElevUp
(ft)
Inv ElevDn
(ft)
Line Length
(ft)
Pipe$ize
(in)
PipeSlope
(0/0)
C1 17 - FES '16
RCP
39.18
36.10
33.80
33.50
16.00
118
1.87
C1 20 - FES 19
RCP
46.18
43.20
41.15
41.00
41.75
18
0.36
CI 10A -a 20
RCP
45.42
46.18
41.25
41.15
2.1.50
18
0.47
CI 20B - Cl 20A
RCP
45.40
45.42
41.60
41.25
147.50
18
0.24
CI 31 - FES 30
RCP
49.24
45.00
45.06
45.00
20.00
18
0.30
CI 31 A - Cl 31
RCP
49.24
49.24
45.13
45.06
23.50
18
0.30
CI 34 - FES 33
RCP
48.23
45.25
44.40
44.30
20.00
18
0.50
CI 34A - CI 34
RCP
48.23
48.23
44.50
44.40
23.50
18
0.43
CI 37 - FES 36
RCP
51.33
46.00
46.09
46.00
34.97
18
0.26
CI 38 - C1 37
RCP
50.22
51.33
46.37
46.09
93.96
18
0.30
C1 38A - C1 38
RCP
50.22
50.22
46.44
46.37
23.50
1 18
1 0.30
CI 37A - C1 37
RCP
51.33
51.33
1 46.16
46.09
23.50
1 18
1 0.30
Line
Size
Material
Length
Sloe
InveaDn
InveftUp
RimElev Dn
RimElev Up
LINE IN - LINE OUT
in
ft
°/o
ft
ft
ft
ft
FES #13 - CI #14
18
CPP
20
0.20
31.70
31.80
31.70
34.89
CI #14 - CI #15
18
CPP
22
0.36
31.80
31.90
34.89
34.89
Aa_c
20'MAINTENANCE
RIP -RAP APRON •' ; ..IL r o F W 'C E
W44. C SS FOR POND #�. A55A40
D C �, 1.. I �"WILL BE THROUGH
9 a` 1 _ F`°'CANOPY COURT
�bv
#
f `
t I-`...ELEVATON 32M
A,
x
30 PoP-RAP,�i1PON
i L`8' f
W+4s
0-8" '
CLASS
f.
.-• --4 S -' o
7
fi'�
4 f N .. - k r
p
-
, ,
V
:
t
i �,
1 A [
w
,
1 - -.§ - . - ,•. --- - -.
DA. 0. C
\ DA. O..
, - UEVATION
asvAlloN
��'..
k
BACK OF CURB
v
FRAME, GRATE & HOOD
iv
I . r�_�
6" , 4 2'-2"
i
ZV
-RIM ELEVATION IS
DEFINED AT THE EOP
...............
6"
= 0.
e N Al
SEr'Trnr�1 x
NOTE:
BOX SIZE TO BE
ON CONNECTING PIPES
r
PLAN
�f
SECTION Y
CURB INLET WITH SUMP
NOT TO SCALE
z
- 0.75" DIA. STEEL PIPE
*NOTE,
TRASH SCREEN TO BE #44 REBAR ® 4"
O.C. +- E.W., WELDED TO 3x3x1/8 ANGLE
PLAN FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 45.35
TEMP. STORAGE ELEVATION
75" DIA. STEEL PIPE NORMAL WATER
I ORIFICE INVERT: 45. e
12"
15" RCP OUTLET ATTACH GALVANIZED WIRE CLOTH
INVERT: (8 MESH 0.020 WIRE)
44.75
- SEE DETAIL FOR POND SECTION
6" CRUSHED STONE FOOTING -
#4 BARS ® 12" o.C., E.w. SECTION 41.0
POND D 12._ OS #40.
DETAIL
NOT TO SCALE
1 I \ 30TTOM OF
�i
1. PUMP WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY DRAINAGE
10,
VEGETATED
TOP OF POND "G"
bftU
TEMP. STORAGE ELEVATION:'C' MSL
ORII IC
NORMAL POOL ELEVATION:'D' MSL
10
.B. 10
1
1�
POND BOTTOM'E' MSL
10' MINIMUM 3
POND#2 WITH FOREBAY SECTION
NOT TO SCALE
SPREADER
Y
WITH CLAY FREE OF ANY OBJECTIONABLE MATERIAL.
SOMP6,r„TiON REQUIREMENTS
PLACE FILL MATERIAL IN 6 TO 8-INCH CONTINUOUS
LAYERS OVER THE ENTIRE LENGTH OF -HE TRENCH AREA AND COMPACT IT.
COMPACTOR MUST BE USED TO COMPACT SOIL.
A
B
C
D
E
F
G
LENGTH
X
Y
POND #2 5.0'
2:1
45.35'
45.0'
41.0'
41.0'
46.0'
4.0'
0.75"
3:1
10'
TOP +TOP-46A
�IIIIIIIIII I€ TOP - 45.5 + €illlil
EMERGENCY SPILLWAY
POND #2
NOT TO SCALE
50
GRAPHIC SCALE
2: 50 100
200
LEQEI41>
FLARED END SECTION (FES)
-00
CURB INLET
EX. CONTOUR
POND CONTOURS
46
44
CURB & GUTTER
WETLANDS
PROPOSED
-
RIGHT OF WAY
- -
SET BACK LINE
- - -
EASEMENT LINE
- - -
TEMPORARY DIVERSION
RIP RAP APRON
SILT FENCE (TEMP.)
SF
STORM DRAIN PIPE
' -
F
NCDENR ADD INFO
KDF
9 13/07
E
NCDENR ADD INFO
MAB
6 21 07
p
REVISE ROAD GRADE;
CANOPY COURT STA 31+00-END
MAB
6 fi 07
C
ISSUED FOR CONSTRUCTION
MAB
41907
B
REVISED STORMWATER PLAN
MAB
3 21 07
A
ISSUED FOR FINAL DESIGN
NOT FOR CONSTRUCTION
MAB
1 31 07
REV'
DESCRIPTION
REV.BY
DATE
REVISIONS
H CAR
i 8 E
Z
ti
r
w
�r
AT &4APJTI, .E SI- OR S
Oak Creek At Maritime Shores
Canopy Group, LLC
141-A Old Fayetteville Road
Leland, NC 28451
www.oakcreeknc.com
www.platinumpropertiesuso.com
CAPE FEAR
Engineering, Inc.
751 Poole Rd, Suite f00
Belville, NC 23451
TEL {910) 383-1044
FAX [phone]
www. cap e%aTenglneen.ng. com
DRAWN :
M. Brown
PROJECT
NUMBER 875-36
DESIGN : J. Winterwerp
CHECK
M. Seffels
SCALE : 1 "=50'
APPROVED :
D. Fennell
I DATE : 18 February 07
PROJECT PATH: 875-875-36-DWG-CONST.PLANL�H2
OAK CREEK PHASE 2
@ MARITIME SHORES
SCHEMATIC STORMDRAIN
LAYOUT - PHASE 2
(IN FEET )
1 inch = 50 it.
PROJECT NUMBER SHEET NUMBER
875-36 1 C-4

l.4
2' MIN.
Ram
SM APPROPRIATE SCHWUE FOR p1AE1l.,1oI1S
1. Lo is the Length of the reprop apron.
2. d - 1.5 times the maximum *tons diameter but
not la* than 6'
3. A BNer blanket or filter fabrlc should be
inshOW between the riprop and wall foundation.
RIPRAP
FES #
DIA. & TYPE
Q-FLOW
(CFS)
OUTLET
VELOCITY
(FPS)
RIPRAP APRON
LENGTH
L.
WIDTH
'w'
DEPTH
'D'
RIPRAP
CLASS
16
18" RCP
2.46
1.48
6'
4.5'
9"
A
19
18" RCP
1.19
0.69
6'
4.5'
9"
A
30
18" RCP
1.48
0.85
6'
4.5'
9"
A
33
18" RCP
3.12
1.77
6'
4.5'
9"
A
36
18" RCP
3.70
2.10
6'
4.5'
9"
A
RIPRAP FLARED END SECTION
NOT TO SCALE
2:1 SLOPE
1 /4" PER FOOT
2' MIN. TOP
l l
2:1 SLOPE
OR FLATTER
T7=1 I
IRK
DIVERSION DITCH
NOT TO SCALE
�}�Ir�1 •11 1 •`
I1
� 1
_ _ _ _ _ l
11J,�rX:tirX.irX:tirZ rS:�r�-z
SECTION A -A
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
NOT TO SCALE
12" 1 6" 12" 1 6"
a
d !I
a ° :
r �
f
d tC ° d d d rla
tl d
dd d da
18" 1$" ■
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry. unchoW"
unweathere ; amid wwda
Should
yad=atos
m oat*;
badhor
down.
TEMPORARY SEEDING
45' RIGHT-OF-WAY
VARIES VARIES
LJ
z 18" CONC. 11'-0" I V-0"
18" CONC.
3
ROLL CURB
ROLL CURB
& GUTTER
& GUTTER
(TYPICAL)
(TYPICAL)
1 1/2- ASPHALT
1/2*' FOOT
1 /2": FOOT
-'�! ..,.,-.--. _ 1 4" FOOT
a
....:: r...
...•
ff�� A�•'
s 3-. -ri ,l,{T--4)+'iiFxYx�Ek ,wri7Ni-;.e�.ri
�
Le ABC
I
i
i ROAD SECTION
NOT TO SCALE
CANOPY COURT
45' RIGHT-OF-WAY
VARIES
VARIES
M
z
18" CONC. 10'-0' 10'-0"
18" Cow.
ROLL CURB
ROLL CURB
& GUTTER
& GUTTER
LL
(TYPICAL)
(TYPICAL)
1 1/2" ASPHALT
Lz
......:::........ FOOT
r...,
u...y,rYu.,[7:IAu'H.+.fi[;:i ttY3lxb:. tti,ri;,96C,xeiiX
mrC Lin
I
6' ABC
i
ROAD SECTION
PLUNKETT
TRAIL
NOT TO SCALE
MAKENA
LANE
GRASS TYPE
AMOUNT
1000 S .
TIME OF
SEEDING
INITIAL
FERTILIZATION 1060 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10--10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S .
TIME OF
SEEDING
FERTILIZATION /100 SF,
INIIIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. -SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KEN KY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 La. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERI CEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
CANOPY COURT
E_
�k
•o
CUL-DE-SAC PLAN
NOT TO SCALE
MAKENA LANE ~
a
It N
Lr
\ rya
OFFSET CUB. -DE -SAC PLAN
NOT TO SCALE
PLUNKETT TRAIL, MAKENA LANE, AND THE CUL-DE-SAC ON CANOPY COURT WERE
DESIGNED AND APPROVED PRIOR TO THE CHANGE IN STANDARDS. SINCE THEN, WE
HAVE REVISED MAKENA LANE AND THE CUL-DE-SAC ON CANOPY COURT WITH A
MINIMUM RADIUS OF 48,' WHICH IS IN ACCORDANCE WITH THE NEW STANDARDS.
3" MIN. � � 3" MIN.
2e RIM AND SOLID TOP
I I z
NOTE:
I I BOX SIZE TO BE BASED
ON CONNECTING PIPES
r i WALL THICKNESS: AS REQUIRED
I I - - - - BY MANUFACTURER.
(I CONCRETE: 4.000 PSI O 28 DAYS
KNOCK -OUT PANELS
I I I I REINFORCING: AS REQUIRED BY MFR.
IN ALL WALLS (TYP.) I I I
ALL INLETS SHALL BE DESIGNED
FOR H2O LOADINGS
L------
8" 6'
PLAN
OUTLET PIPE
24" SOLID TOP
-0
BRICK, BLOCK, CMU
OR PRECAST BOX 4. 1 U)
W
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I I
I I
I
a v
O �U�
12" CRUSHED STONE �n7l
�\
SECTION
tJU N CTI ON BOX
NOT TO SCALE
3 �
PLUNKETT TRAIL Ce a.
N
%
OFFSET CUL-DE-SAC PLAN
NOT TO SCALE
4NOTE IF MIRE FENCING IS OIAI/T1ED AND
ONLY SMMEnc FlLTER FABRIC IS USED
THE STEEL POSTS MUST BE A MAXIMUM
DISTANCE OF 8:
cis
I
* .. . ..
ISOMETRIC AIL Sb
�R F wiC k1
SILT FENCE DETAIL
NOT TO SCALE
lc NO.)
6
PIPE CUTLET Olt pTCH
SQUARE PROORMEo -
SOaUR HOLE (PSN)
(RP RAP N BASIN NOT
SHOWN FOR CLARITY)
GENERAL NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY BRUNSWICK COUNTY.
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
3. AREA OF DISTURBANCE IS APPROXIMATELY 2.65 ACRES.
4. POND DIMENSIONS FOR INFORMATIONAL PURPOSES ONLY. CONSTRUCTION
OF PONDS TO BE UNDER DIRECTION OF NORTH CAROLINA P.L.S.
UTILIZING MODERN CONSTRUCTION LAYOUT TECHNIQUES AND
DIGITAL POND DATA.
SEDIMENTATION OPERATION & MAINTENANCE NOTES:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
3. CONTRACTOR SHALL INSPECT AND MAINTAIN WET POND / SEDIMENT
BASIN AT NO LESS THAN 75% OF ITS INITIAL VOLUME. ACCUMULATED
SILTS TO BE REMOVED AND DESIGN VOLUME RESTORED, ACCORDINGLY.
SEQUENCE OF CONSTRUCTION:-
1 . PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF TEMP. SEDIMENT BASINS AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL. AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY, REMOVE ALL TEMPORARY TRAPPING DEVICES, AND
REGRADE PERMANENT DEVICES TO MEET STORMWATER SPECS.
PLAN VIEW
PERMANENT SOL lEI*MRmQIT
MArma
1 (4• TIN. TW,)
SEED MATHTATH NATIVE ORAMM
AT NSTALLArM
SECTION A -A
PIKE OR OrICH (IB' MOL) 2'
OUTLET`
LINER CUSS -A- RP RAP
�Y THCRr MAN M70 FABRICDISMARGE
3 1� TUCK
PRPE S SIM
PLAN
CURB CUT DETAIL
NOT TO SCALE
LEVEL_ SPREADER DETAIL
NOT TO SCALE
INSTALL LEVEL ANO
FLUSH WITH NATURAL.
liROINO
FRAME, GRATE & HOOD-
N
6" 2,-2"
r-RIM ELEVATION IS
DEFINED AT THE EOP
6" I r
BACK OF CURB
Y
1
104
I -
2 X S-0- i14
I I
N !
I
4 NOTE: 1
io BOX SIZE TO BE BASED Y
ON CONNECTING PIPES
SECTION X . PLAN
a ib
6' 3'-0' 6-
z
a
`y PIPE
6
= a
� � a
� a
p a
SECTION Y
CURB INLET WITH SUMP
NOT TO SCALE
9
ILEQETD
FLARED END SECTION (FES)
CURB INLET
me
EX. CONTOUR
,.
POND CONTOURS
4F3
CURB & GUTTER
WETLANDS
PROPOSED
-
RIGHT OF WAY
- -
SET BACK LINE --
- -
EASEMENT LINE
- - -
TEMPORARY DIVERSION
TM
RIP RAP APRON
SILT FENCE (TEMP.)
SF
STORM DRAIN PIPE -
-
F
NCDENR ADD INFO
KDF
9/13/07
E
NCDENR ADD INFO
MAB
fi 21 07
D
NCDENR COMMENTS
MAB
fi 6/07
C
ISSUED FOR CONSTRUCTION
MAB
4/20 07
B
REVISED STORMWATER PLAN
MAB
3 21 07
A
ISSUED FOR FINAL DESIGN
NOT FOR CONSTRUCTION
MAB
1 31 /07
REV.
DESCRIPTION
RE
EY
REVISIONS
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,AT -MA.I I.TIM.ESHORES"
Oak Creek At Maritime Shores
Canopy Group, LLC
141-A Old Fayetteville Road
Leland, NC 28451
www.oakcreeknc.com
www.platinumpropertiesuse.com
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suire 100
Belvrlle, NC 28451
TEL [phone]
FAX [phone]
WWW. capefearer)gineering. com
DRAWN
M. Brown
PROJECT
NUMBER :
875-36
DESIGN J. Winterwerp
CHECK
M. Seffels
SCALE
N/A
APPROVED :
0. Fennell
DATE :
18 Februory 07
PROJECT PATH: 875_875-36-DWG_CONST.PLANS-PH2
OAK CREEK PHASE 2
@ MARITIME SHORES
SITE DETAILS
PROJECT NUMBER
SHEET NUMBER
875-36
D-1