SW8990913_APPROVED PLANS_20080402

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 q 0 `k�3
DOC TYPE ❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Z00% oy 02
YYYYMMDD

` 100' 50' O 100, 200' 0
NggN n�• �
�'� �•,? F1 \ '�
LOCKWOOD FOLLY
FUTURE n I 'oZI NOyE pt0 g09O GOLF COURSE
/- DEVELOPMENT FUTURE GRAPHIC SCALE' I° = 100' SPBBPN s�
i93 p DEVELOPMENT 1�p 040
JEAml
`, r � •R,( OAK S RI V
192 BOU��� 8
P J
W '
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v \
WAOICW A
TE
8OVNv NORTH
'. HOLDEN EACH OCEANFUTURE O
DEVELOPMENT t79 ATLANT
18" CMP VICINITY MAP
9 Y
NOT TO SCALE
\5
_ 12o tas , 18" CMP
' 67/ \ \ \ \ \ I
W W ts5 I
- `
� LEGEND
90 E
CMP FLOW DIRECTION CTION (DIVERSION DITCH)
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W �'{
" �._ � 68 ,- v - I �'\. �' ,y W W � � � �SDI __
l 18 CMP \ \ l WETLAND
T�v HIGH POINT �p
\
114 \ `u l /'`v /`v o / W W W W \ �
8
/ / 69 O. 122 \ 0 •.0 I W /./W W/ W v; /• W m /`/ I
zaI / �sz 1zs v SI EWALK (TYP. /.i W W W W W W I Q<S>,V
/ / � I W W Y W W� W W W,' Jy \• A �
- 1 113 Wl•\./
111 v v
\ { 70 167 !
2 C�(\
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,
127 I
i
112
all
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/
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v
y
W W. W I W W v \ `V '� �// _ / `V 189 I v ( Q
176 A\
r
62 I 'I \ { l /W m W W W .v W v, `v^ _ its' 'p O 20' DR INAGE •1��\
I / W W W W W W W W 1 W l30" CMP 17S - T 17Oi °
O EASE EN
O 74 0 / tm
W 1
{ } � 25 � `r� \v . ._ _.�-•z-V, I i v-. � � � // � I � I �� 173 172 171 V A � \ 1i- � ���v
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NOTES:
CS'
2 32 1. ALL LOTS SHOWN ARE 15,000 S.F. MINIMUM IN AREA
,
A W t.__. 18" CMP
W W W W W\ 16Z \ In
/ y
1O9 I \ t,[. \
\ � � \ \ \ 1 �' 2. ENTIRE PROPERTY IS ZONED P.U.D.
24 . 1 O \ '' ,y . . . \\ \\ 4 / .W W v' W. /;. \,. W W •�.� P NG �� ! ;'\ SQ 3. STORMWATER WILL BE CONSIDERED LOW DENSITY. OVERALL SITE
` s7 \ OAK SPI�9 S DRIVE
\�, ��" � \ \ cob ..;'' �-- - \. _ .... _..- . .,, O � � 1 \W .v W �\ •W ' � �� \ ,, \ .,' \ \ �� /1/ IMPERVIOUS AREA WLL BE LESS THAN 25X
0
10a m W W W `v `v W
18" CMP t O ( \ \ / 18" CMP ` 1 \\ 4. STORM DRAINAGE SYSTEM WILL CONSIST OF GRASS SWALES, VEGETATIVE
` _ I
/� O \ O t \� W- \• ' \, SIDE)ALK (TYP 1 fr((`� \ FILTERS AND BEST MANAGEMENT PRACTICES. -
C4 5. TAX MAP / 232 PARCEL /it.
j
V � 'y pD�N I 5s / DEWALK (TY W W I S
{ Yl --- ---- W ,W > I W W 15a 159 Q� TOTAL AREA OF PHASE I IS 1931 ACRES
1
\- , 34 \ 0 9 O 18" CMP 6.
V 1 V \ A•�$' W I W W W W � I V '
0
r 150
• l � 1 • � W W W t3Z
\
' O , \\\ J \• \•\ W `Y\"1 1 �\ \\\ / V -_ \ W W\ W W W W y W `V I \ 14
`D`
166 v / 1
, W I
l
-: � • I I A \W W W �A�� � 57 \ �Q� 89 �, f / I W \. .1 W .�, W u/ I � '1 157 \ _ /
133 GENERAL NOTES:
LL
I� 1 �
W�
W
.�/ �� •, 1I 1 _ 11 togI I _.� � � TIONS22 IMPERVIOUS S CALCULA
-
\ \ l b
t 37, '( J, y \ �/ \ y ly W W \ ' rn / ;;� ROAD 12.83 ac.
101 c,8" CMP 1
W / / 146 PARKING 0.24 c.
j �\ // o / ' 1.74'V /
SIDEALK
toa / 1 \J� W — 13s 1193 LOTS 0 6000 SF LOT 26.58 ac.
20' DRAINA
\ W 152
GE W \ 1 U 1a5 ii, OFFICE BUILDING GATEHOUSE 0.06 ac.
54
/ O � t
I
102 O �/W \� I f/ TOTAL 41.45 ac.
A A\ w .y
I
i
\ \ 153 \� 1aa �/ /� TOTAL AREA 193.1ac.
0- 3y \, . W W \ W W W � Y W \ ✓ W W W 18 X/ � / 41 .45 ( ) _ "
W CMP 100 21.47 %
\ � /� � j '• /� 1 >/ 193.1_...
W
,. SID // P.) \� .v I { \ 82 \� W `v `v Z' •`o--•.F--o•\ �a u' `v `v u'~ .v ,v W W `v / - .20' DRAINAGE •..
�)
EASEMENT 154 �)
20' DR NAGS C \'\ W W W W `� W W W W W W W W W -'1 \
..� EASE NT /
. �J� l� Q'l aO /r I I (Ir•__� I St A� O W W W W W W W V - \ W W W W W ,V/ OOF
442 �� .•/�� / �A�•�
' /,/-- / / � yN �iP II \ I J/. � a3 �' \ W W j_� \ W W W W W•\/' W W W W W W �, ./ � j� , / /I \\
.i C .r 1 i I \ '\�./ �•W\ W W W W\ ` `Y `Y W W O /./ \ /./� \ - R1�
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% j \ { �\ I a1 ' i-' 1 •, V / \W W WI W W \ \
FUTURE ` p 84 \ \ /!' / // `.� �� REV.BY
t / I V \\ W W W W W W W W W \ y W W W W W W W \ W W\\ O\\ \ /, REV.
1 .. ,Gyp \ t3
/ �� v V DESCRIPTION
DEVELOPMENT , .._. 49 REVISIONS
_ —� �'l W W W W \ \\. W W ► \Y Y l / ' ' �, \ .\ DATE I.
��� W W / Wv � � W -,� W l v v.. . �� //
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n
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2a. DRAINAGE\ d \ \ l W W W W� � 1 W � \.� U� I W W W\ �. \ 40� -- '/ ' � / � V O � ' .`� O
18 CMP W W W / "j� / �/ �` $ OF(�SS/p9
l � E SEMENT �.--- \ as A � lW � W W W W � 13s � /'
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Holden
beach
�,\ 1 olden , North Carolina
JAMES CECIL HOLDEN \ ��O\� v 18" CMP\00{ W W W W ��\ 1 / 2�" CMP W y W W`W W W,y W W W Y �1 WI W W ( / V W i FUTURE
` 1 1 ' 0 I `Y'—'— /\ \ �vI& � / DEVELOPENENT % / Coastal Communities
\ 1 I W W N W W W ,W W- W W W 0�q;
R.O.W. I R.O.W. ✓ II 1�\ •Y W '�\ W W W o m W. V \ " / ./ /� 30' cool R/W 30,
25' 50' R/W
25'
0�) ce-
�m E.O.P. E.O.P. ' W W'.� W W W W •� LW W `v, W a. ' �/ / \ \� 13' 13' 2' CAPE FEAR
A SIDEWALK TYP EASEMENT - WIDTH AS INDICATED I.' \ W W : W W W 1� W .W W \\ ,/�`l ¢ 12' 12' 4' Inc.-- I LK
NOTE: \, W .� y y ,y/W W �_._ / / E 51DE
/, „ Engineering, l
GRADE SWALE TO PROVIDE FUTURE �' W W +' y// -� --.`, I /W// /j/ �/ /� 2 OF I-2\ OF STREET ONLY 5040New CeMre Drive,Suite D
v 1 1/
<. I POSITIVE DRAINAGE DGVa.-LOPEM ENT � ( FT. „
GRASS LINED 5WALE /� \ J-r / ! / ! / / .// / \ T Y J -('(p.) p ..: . " / KY // TEL to 10) 790-8584 03
\ � •\ A \ 1 /FT. I / F
/ < /, / " FAX 910 790,8583
V \ )
3:1 MIN. 34 MIN.
\ W W W \ ,/ �\ / ,/ i� /. \\ / \ \ clepbells)outh.net
(1 / ! / \ i \ / / RIBBON CURB-"
b ABC RIBBON CURET
TYP . 1=O R WAY ,./i/\/i//i//i//i//i//i/ Jv W W. W / _ W WATER
,- WIN
01
1 �, %/ PROPOSED DRAWN : S.GILMORE PROJECT
VA�VA/�A VA VA/AAAIAA/�AA�AA
\ /\/i
I NTERS �CT I ON TRIANGULAR SWALE
-7`11 GAL STREET SEGT I ONS �HE�k : A.MILL S NUMBER
SCALE1"=10
NOT TO SCALE NOT TO SCALE 1 \- _ _ - -- 1! l W W W a , % ,' 'j�� / / / NOT TO SCALE APPROVED : A.MILLS DATE : • 15 Aug 99
/ 1 W ` I\ SCORING @ 8' INTERVALS,
VARIES ; I r ' / / 3,000 P51 CONCRETE SIDEWALK, 3/8" x 3/S"
RIGHT-OF-WAY TEMPORARY DEVELOPMENT - -- IN DIRECTION OF DRAIN E 4
I I OFFICE AREA BROOM FINISH, SLOPE I/4" /FOOT 1/21' EXP. JOINT @ 2 '
14 Iq - -- 24" CMP 1 W ;- _�`; ,�; SEASCAPE
i AGE INTERVALS TYP.
l i i 1 INTERSECTIONS
4_ ,
Uj 2 1/2" i-z BIT. PI r, c��<�vj AT HOLDEN PLANTATION
CMP SLP 2 0 2010
1" PER 1' I/4FER i' I I I 1/4- PE=1 1"-PE�, �� f]'�I ','' ,
3.1 TYP. ,. .,:...., \ \ \ \ \\ \\ \\ \ \ \ \ ,.'�....: all :1 3:1 TYP. 3:1 TYP. 8 L -�- COMPACTED 5UBGRADE
b+ COMPACTED ABC ,//i\//,\//.\/i` { / � / ��'
TORMWATER MANAGEMEN
CON R �T S I D W A L K PLAN FOR PHASE ONE
TYP . ENTRANCE ROADWAY SECTION ' NOT TO SCALE
A
� '
NOT TO SCALE 1.
/'� i CLIENT-JOB NUMBER E7 NUMBER
SHE
i
801-01 1

�1
A � T
1
\A A Colo)
Holden Beach , North Cai- olina
Brunswick County
PLAN
OVERALL STORMWATER M AN AGEM EN T
� r1
' COMI'
COASTAL
UNITIES
GFr CONSTRUCTION NOTES: _ INC ..
1) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2) ALL WATER MAIN WORK SHALL MEET THE STANDARDS AND SPECIFICA''1IQNS
OF THE NORTH BRUNSWICK SANITARY DISTRICT AND THE STATE.
- 3) ROADS TO BE CONSTRUCTED TO NCDOT STANDARDS.
olti Z�ti
ABBREVIATIONS rw F GOLF COURSE
FOLLY INDEX
F GOLF COURSE
w o'; \A0 0` 'K 09
O
S
SPBB ptN •�
FSDM� STORM DRAIN MANHOLE SITE COVER
FH FIRE HYDRANT �oyo�Ry �� INDEX
„ I-1
STORMWATER M4NAGEMENT PLAN SWEC-1
CB CATCH BASIN IW
�0 STORMWATER MAiNAGEMENT PLAN (CONT.) SWEC-2
CI CURB INLET '0
STORMWATER MANAGEMENT PLAN (CONT.) SWEC-3
SSMH SANITARY SEWER MANHOLE INTRA r, AST V/ATERwAY STORMWATER ML�NAGEMENT PLAN (CONT.) SWEC-4
WL WATER LINE HOLDEN E3EACH
STORMWATER N! *1AGEMENT PLAN CONT. SWEC-5
ATLANTIC OCEAN STORMWATER IVANAGEMENT PLAN (CONT.) SWEC-6 V r `
IE INVERT ELEVATION ATLA DETAILS D-1
RIM RIM ELEVATION OF STRUCTURE VICINITY MAP EXHIBIT D-2
NOT TO SCALE
LF LINEAR FEET -
DIP DUCTILE IRON PIPE
PVC POLYVINYL CHLORIDE
I
ELEV. ELEVATION
ed 93vk1
GV GATE VALVE
' o ~
MIN. MINIMUM - ~A�
49(T$ O
0- i�P. TYPICALiwv`."�:')(m=."�I��,,�3 d !3 =3DPA
N / fir, - •» � \\,�
Y
LO
66 -.N1111111
o HP HIGH POINT
cYi
n
N LP LOW POINT
r CONC. CONCRETE
N
T
r RCP REINFORCED CONCRETE PIPE
w
aCMP CORRUGATED METAL PIPE
Q TBM TEMPORARY BENCH MARK
> STA. STATION
0I )h M CiAROLINA
BOA BLOW OFF ASSEMBLY tMWGEMWWM
CAPE FEAR�i NIP NEW IRON PIPE DI\nS10N0F '
M
rl HDPE HIGH DENSITY POLYETHYLENE Engineering, Inc.
00
wl 151 Poole Road, Suite 100 qc p� N\ Z
> Belville, NC 28•151
g TEL [phone]
U) FAX (910) 383- i 045
owww.capef irengineering.com
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