SW8961234_APPROVED PLANS_20000121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
. APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 066 0121
YYYYMMDD

1 INCH STORAGE ELEVATION = 18.30 17,141 SF)�
__ - - - -- -- — 1 : ' — — NORMAL POOL ELEVATION = 17.00 (11`766 SF
_ _
BOTTOM ELEVATION = 11.00
150 L.F. 8" WATER MAIN FROM 4
KURE BEACH VILLAGE TO 8-INCH TEE 1-INCH STORAGE LEV.=18.30
ON ANCHOR WAY 647.95ft
II NORMAL POOL ELEV.=17.00
S13'06'56"W
T i - - M"tf� M"f� 1• i! M
1Ii
IQ � ■Mol-
82 L.F. WATER MAIN PROM
7
KUR� DUNES PHA
!"IIIB 0 8 INCH TEL
241
97 N I 1
96 DETENTION POND
1
FOREA
BERM ELEVA.II A= .. 00
1 — ----- — --- -� I; 23-,
to' HON MUNICIPAL EA EMENT
--- — — -
I,
ANCHOR WA'I
-- — 2910 _NON -MU JPHL ESEtItHi
j I ' b 4 -
r
I i
87 sa ' es'1 27 28
of
o05 � 119
a � c
■■ �' 0
29
00
�
—�--- - ,,
PHASE III
EXISTING DEVELOPMENT --
t 68
67
1 69
Z60 L.F 8 WATT -MAIN FRO
TEE AT ANCHOR WAY r<TENSTIO
TO TEE AT A :HOR WAY
l� _-_FOUR TH
_= ST�'E T
,
1
I
6?
43
S3
466 L.F. 8' WATERMAIN FROM - r
TEE AT ANCh )R WAY STUB -OUT
AT END 01 KURE DUNES I ANE Z
N14'07'00"E
219.73ft 36� I I `......,
42
f ASt i
EXISTIN( DEVI.ORMENT-'
i
j DRAINAGE r.. EA r. JDED It r,REVIOUS
PERMI I TED 4SE II ; CULA'TIO, 3
Q
I
3
I, I�
2 10
f-
:9ti ) W
w
'
40 1
V 37 S9'3 p,.F.
ft f 00ft N20.5� _
145.68T
.7 (/ CONSTRUCTION ENTRANCE
TOP OF' CATCH BASIN = 18.30
2" CON ROL PIPE ORIFICE INVERT = 17.00
OUTLETIPIPE INVERT = 16.10
15
16 t
;
i
\ NNN
(aQ`a c°
18 �.�
l
_.
r 9
582 L.F. 8"
4 TEE AT KUF
8 THE KEYS
i
'A
E TO
o�
^ O
� . 4,
6
GO
PROPOSED BASKETBALL COURT
INTERNATIONAL NICKEL CO.
GENCY SPID
�- I-VERT=2,.50
35
M1.K
SpNt1ApNNOtf
M.B 34
% � \
19 53 53
RItA
606R /
SILT FENCE
\ F I R c00NDI gti\LD\N / �PSEMEjt
V SION \ {FUND) B pS\N �/ �� / �NDER GRI - -
gp5U4
To Ut
Tor
H, 17glD1NG
/ \ lNV �,t+) > ; j 4 35 NV 609R 284 /
ll � PG.
14
co •�/��Mp 613R / / 617R
0
(A
TEl-EPNONF"�D) / 7p1 F1 HNrr , J
�\
(U4lDERl/ Coll RG��UNDi _
pOY�-RGR�UNDi\ �
/ ` `z. (AND
(UNDER O
S4
1�0"G Op POINT f LANE
cE'fdER / n ' �pN\SPRER
�rjttuM�I SP1d\iPRYO�E / MPT1NO2
MptaNtiz Rl� ; 18 11 g4 SEVER
WV.(S�_ 11 92 Mpa 73
t�,t1ER dNV.(Ei RIM- it 45
\\ 1V.(SA 11,39
ClEptl'OU1 / Ot:,.. N OUT gp5\N 41 i
CONC. CLEP, Cp 1CN 17 94
to
jr"of
WPTER� pc :FS� Cl?END) lNA —
CONt"
FOWtR 1
N bo$
V1pTER COVA I 6lOF, I 614R
ME�RS CCE D1 � 1 1
1 1 570R 1� ' I
WP�R t\NE APOWERGk uoo) , 562R 1 566R 1 I
(UldOER 1 558R
CONSTRUCTION ENTRANCE
M g• 34 PG 165
KEYS OF KURE BEACH
SILT FENCE
DRAINAGE DATA
AREA DRAINAGE DRAINAGE
NO. AREA AREA COMMENTS
(SF) (ACRES)
O
15,966
0.37
DRAINS TO PHASE IV WET PR)ND
OZ
9,438
0.22
DRAINS TO PHASE IV WET P)ND
O3
64.418
1.48
DRAINS TO PHASE IV WET POND
®
40,119
0.92
DRAINS TO PHASE IV WET PON.)
O5
36,972
0.85
DRAINS TO PHASE IV WET ^ON;)
©
23,262
0.53
DRAINS TO PHASE IV WET POND
O7
46.751
1.07
DRAINS TO PHASE IV WET FOND
®
24,464
0.56
DRAINS TO PHASE IV WET FOND
O9
84,068
1.9.
DRAINS TO PHASE IV WET FOND
345,458
7.93
TOTAL TO PHASE IV WET FCPdD
10
37,054
0.85
DRAINS INTO INFILTRATION SYSTEM
NOTE: 1) WETLANDS DO NOT EXIST ON SITE
2) ALL ROOFDRAINS SHALL BE DIRECTED INTO THE STREET OR DIRECTED
SUCH THAT THE RUNOFF IS DIRECTED TO THE POND OR INFILTRATION SYSTEN.
3) NO CONSTRUCTION OF BUILDINGS AND DRIVEWAYS MAY BE STARTED UNTIL SITE PLAN MODIFICATIONS
HAVE BEEN APPROVED BY NCDWQ.
4) FINISHED FLOOR ELEVATIONS FOR THE DIFFERENT BUILDING UNITS WILL BE DETERMINED ONCE THE FINAL
GRADING PLAN OF THE SITE HAS BEEN PREPARED.
5) FINAL GRADES FOR THE POOL HOUSE PARKING LOT, BUILDING AND POOL WILL BE DETERMINED
ONCE THE FINAL GRADING PLAN OF THE SITE HAS BEEN PREPARED.
40 0 40 120
Scale 1 " = 40 ft
AE�"��,�A„�
NORTH C C 1 1: "l C TAL
HA'T T C
Dat9 Zl _ AFJ 2o(;-o ,)4-p(_
S!cUMVVater Pa'Mil No?t-L$Q�4 k019
RECK,IVED 1
OCT 2 6 1999
j
BY:
ATLANTIC
OCEAN R2�
LOCATION MAP
OWNER:
KURE BEACH
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
P.O. BOX 22
KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
WK
Engineers
13ICKSON
Planners
Surveyors
909 MARKET STREET
WILMINGTON. NC 28401
[phone]
Raleigh, NC Asheville, NC
Columbia, SC Charlotte, NC
Atlanta, GA Hickory, NC
N®lA'UAL
tI�
io/z y�91
use
DRAWN BY: DED
CHECKED BY: DED
DATE: 10/9/96
SCALE: 1'=40'
REVISIONS
N0.
DATE
I DESCRIPTION
BY
1
10/9/96
FINAL DESIGN - NOT RELEASED
HSR
FOR CONSTRUCTION
2
4/28/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
3
9/15/97
REVISIONS PER NCDWQ
MNH
4
5/8/98
ADDED WATERMAIN LENGTH TO
MNH
PLAN AND CHANGED PLAN TO
SINGLE FAMILY LOTS
5
5/13/98
REVISED POOL, CLUBHOUSE, &
MNH
CLUB HOUSE PARKING
6
10/20/99
ADDED BASKETBALL COURT
MNH
SHEET TITLE
DRAINAGE PLAN
PROJECT NO. 9611
SHEET NO.
C-1
R:\9611\9430\PRELPLAN.DWG

M
,
3
CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF APPROVAL FOR RECORDING
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN
/ OWIAER(S) OF THE PROPERTY SHOWN AND DESCRIBED HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION
SLOOP POINTE LANE / LOTS 550 a 554 HEREON, WHICH IS LOCATED IN THE SUBDIVISION REGULATIONS OF THE TOWN OF KURE BEACH, NORTH CAROLINA,
REVISION OF LOTS 558, 562, 566, 570, 810,8 614
- - / JURISDICTION OF THE TOWN OF KURE BEACH AND AND THAT THIS PLAT HAS BEEN APPROVED BY THE KURE BEACH
/ THE KEYS AT KURE BEACH THAT I (WE) HEREBY ADOPT THIS PLAN OF SUBDIVISION TOWN COUNCIL FOR RECORDING IN THE OFFICE OF THE REGISTER
l�po MAP BOOK 35, PAGE 17 I r AND CERTIFY THAT IT IS WITH MY (OUR) FREE CONSENT, OF DEEDS OF NEW HANOVER COUNTY.
\ ESTABLISH MINIMUM REQUIRED LOT SQUARE FOOTAGE,
I- BUILDING SETBACK LINES, AND DEDICATE ALL STREETS,
ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS -DATE- DIRECTOR C
'o• y / TO PUBLIC OR PRIVATE USE AS NOTED. FURTHERMORE, I (WE)
HEREBY DEDICATE ALL SNAITARY SEWER, STORM SEWER AND
= zI WATER LINES TO THE TOWN OF KURE BEACH. -DATI^ BUILVING INSPECTOR
s
CENTER LINE \ m v • Z
/s /• K1,at / �6cA,: Ars6aietp.+
CURVE DATA \m N OF PLANNING AND-
m �h s = -DATA ZOAN NG/COMMISION
FINAL PHASE 2-C I„ ,y 4 1 f�t1 �„
1=38'00' '1L
THE KEYS AT KURE BEACH TAN=68.67' _ I y I DATE IGNATURE OF OWNERS
MAP BOOK 35, PAGE 103 RAD=200.00' '� iI = m - DAT>^ -MWWa
II O � OF KURE [3FAGH
NORTH CAROLINA
7OWN-MIRK OF KUHL BEACH
'1 CI
"I O '4 .CERTIFICATE OF ACCURACY AND MAPPING puuut�
c 4 ��•` 114� NORTH CAROLINA
_ T T IPF 579v3'50'E 5.00• i25.0o 340.27' S79ro3'50"E 1, DAVID M. EDWARDS, CERTIFY THAT THIS PLAT WAS �o`OollkCARp��4,��
I I r- - - - - 4Q3 - - - f" - _ _ _ 1sD.ts _ _ _ - _ DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY .% 0 G1STE a;I'
-I o $ MADE UNDER MY SUPERVISION (DEED DESCRIPTION AS 2& RF y : -DATE- TO
REVISION OF Fl AL SEC11ON 3-9 ( I b I w 1 NOTED); THAT THE BOUNDARIES NOT SURVEYED ARE
KURE BEAH VILLAGE I I I N I I + 1 $ CLEARLY INDICATED AS DRAWN FROM INFORMATION AS _ SEAL
MAP BOOK 6, PAGE 321 '3 I �; 'v 1 •� NOTED: THAT THE RATIO OF PRECISION AS CALCULATED ttt� L•39D1 a:
I14. 1 • "'. 13 / % IS 1:10,000t; AND THAT THIS PLAT WAS PREPARED INy0.-01
1 2 / „ I Soo 5ji ��' ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS :,yG •$UR�r:; �`��
CN 125.7Y I 1 1 ' / i z MY ORIGINAL
RI INAL DAY SIGNATURE, REGISTRATION AND SEAL �•• QQ �.
Ntc / A.D.. ' 98 . I'll-,,
rTnnnl1" CERTIFICATE OF REGISTRATION
- BY REGISTER OF DEEDS
W - R L MANNING JR. I �/ �ODyO Asa° a �- J DAMS M. EDWARDS, R.L.S. STATE OF NORTH CAROLINA
Z PO BOX 3984 I / N 1 $ a -• / REGISTRATION N0. L-3901
/ $ \ 12 o NEW HANOVER COUNTY
Q - - WILMINGTON, NC, 28406 � / ,�� ' \ \ � \ / / / / 1
-3 , \ FF` `6% \ 9 Q a FILED FOR REGISTRATION ON THE -DAY OF ,
V) I BOCA COURT 1 / / \ 1 \" . \\ / A9�'� 1 S' 19_AT (AM\PM) AND DULY RECORDED IN MAP
Q_ - - - - - - - - 15 "'/ I BOOK , AT PAGE__.
I W
i /
J gB QERIIFICATE OF APPROVAL OF THE DESIGN AND
' I I 10 \\ g. � r' , >,� / / (F IN INSTALLATION OF STREETS UTILITIES. AND OTHER REGISTER OF DEED�
W - - 5 \ / / \ •� �O \ / / / REQUIRED IMPROVEMENTS
V) CRAIG S GALBRAITH V / 31� \�0.
654 SLOOP POINTE LN \ / z I HEREBY CERTIFY THAT ALL STREETS, UTILITIES, AND
16
\KURE BEACH, NC, 28449 o \ / .. � OTHER REQUIRED IMPROVEMENTS HAVE BEEN. INSTALLED
1'°m o IN AN ACCEPTABLE MANNER AND ACCORDING TO TOWN 1, DAVID M. EDWARDS, CERTIFY THAT THIS PLAT IS
\ / / -AN
W� / Pt SPECIFICATIONS AND STANDARDS IN THE PHASE IV, OF A SURVEY THAT CREATES A SUBDIVISION OF LAND
I ( I \ \ /, f✓ \ \ $ 0'4 �� 10 / KURE DUNES SUBDIVISION OR THAT GUARANTEES OF WITHIN THE TOWN OF KURE BEACH THAT HAS AN
THE INSTALLATION OF THE REQUIRED IMPROVEMENTS ORDINANCE THAT REGULATES PARCELS OF LAND.
7 / \ o'• \Q� / IN THE AMOUNT AND MANNER SATISFACTORY TO THE
I I I 6 \ / 7 \ �a s� \\ / / A� / \N �q' TOWN OF KURE BEACH HAS BEEN RECEIVED, AND THAT AGE/L%G
\� THE FILLING FEE FOR THIS PLAT, IN THE AMOUNT I
6 OF DAVID M. EDWARDS, R.L.S.
\ / g . I I $ \ \4 HAS BEEN PAIDREGISTRATION NO. L-3901
Oc
\
S
�xy'
1, o \
\
�
`
\
/
8 �
'
\/
�
9
DIRECTOR OF PUBLIC WORKS
STATE OF NORTH CAROLINA
PATSY T. STRINGER Ile • ATE- O COUNTY OF NEW HANOVER COUNTY
PO BOX 32082ICHARLOTE, NC, 28232 18 1, REVIEW OFFICER OF NEW HANOVER CO
U
NTY,
CERTIFY THAT THIS MAP TO WHICH THIS CERTIFICATION IS AFFIXED
42 MEETS ALL STATUTORY REOREMENTS FOR RECORDING.
40 41
39 I
N POND 't- °
A
` 139
1oq
•. orR
a
3o<
1
'
^
i
Yv�
z
III
11 I II
J
\�9
lIIi
DI ATE
,o SETBACK CURVEDATA
-Do
(TP-) 1=
p0 C' TAN=300.00'
RAD=300.00'
_
3
Uv
,Io
T-�I
' NC3O`
7URN
TY
L=471.24' LAQUE CENTER FOR CORROSION TECHNOLOGY HANOERE- -1 >
LARGO WAY C'EC BOOK 1244, PAGE 07< 'f7"E POIN
FEDERAL
VIPCORP
O 5I20 Lrr RF Ne7ro41KURE BEAC14
m .00 0. MC-9
s7oe.24' AR 1.6 5 Al JosEPHMANN,zat rrn
429
_ s' � ACK SKUREBEAN DR E r- - ACH
o. Sam 7JaESI I " CLUB HOUSE N67w1TwNC, 28449
zI
24 10 'N TRACT 7 632 31 23 I 5 3
/
/
fiLei ►
MM
•`'. CARp��A
TIF A
ss Q
.
I, MARK NICHOLAS 1A. I P. .,
A LILY REGISTERED
PROFESSIONAL EN N SFALST 1
0 NORTH CAROLNA,
HAVING BEEN ALIT I ED iJg7 ERV
jB IODICALLY )HE
CONSTRUCTION OF JET UR
ES PHASE IV,
FOR KURE BEACH
TE THAT 70 THE ."
BEST OF MY ABILITI
IGENCE WAS USED
IN THE OBSERVATION QL 1` ONSTRUCTED SUCH '
THAT THE CONSTRUCTIO Hom VIED TO BE BUILT WITHIN
SUBSTANTIAL COMPLIANCE AND INTENT
OF THE APPROVED PLANS
AND SPECIFICATIONS.
okuk N 11
A64,
!�
MARK AIUO Ab HARGRUV , P.L.
N.C. REGISTRATION NO. 19742
f 2
N W p l
I m 1 (, I�-zo SETBACK I I I I I I 4 CLAUDE 3?R
I I Nao s4 Tow I I 20 (TYP.) \ I I ( I I I I I 25 SA T7E LEE I /
\` I I I KURE BEACH, pRl m I I I I I CH_7.86 I I 1 ') I: EACH, W Zy
x (- -----I L---J L-Anc�.bb $ I �' L- ---- J L--- L -__J L--J L---J L__ 1 1 I I I I NC s � \ I
33 Y S79'05'42 E -- -- m Io �nuTr EASENENT� L 1fir- �w_unuTr sEltelr 75 I _ -J L _ II I I 20,I �4 _ c / I I
I I I 333' 3s'36 E ses33 5 4 HBO* 77 I no.39 - - - 50,00' - 39. CH-62.38' - L n
30 CH+d3.24' CH-43.95 7 '5e 41 18" - 579U'41"E ARC-52.44 2, �.- _
-AHC�3.14- - AMR 3.95 5805837E -ARC - 3
WA (ER 24"RCP KURE DUNES LANE (PueuC) 6 ' S7p. DRIGHT'k A I 1 z Q
- - - - ^v--ss ss ss ss ss ss �, ss ss _ ss N722M.P- ss qA+ f 2 4r°° F 3 4� KURE BEA UMAry E RISER 3�R E J a \ \
FL _amvE / 4 � I-� --, ,-- N67• RE D ( N /
7 Neo3s'3Yw CURVE 0 3 N79•se 41 ss�- 19•jy CH, NC, 2844 M W M \ \ 1:1.70' IB"RCP 1 Ss-- "e �c$78.
I I 5t/
79 )s'42 N80 8'315" - tie, YIt
15" w w w w N w w N w N- -w N 70'4T Qo"M �
-1 I ARC-01.45' 60'66'37"W ARC-39.63' ARC-50.50' = _ _r - - N�.05 --r - w
34 29 CH�61 44' 25.83 CNaT9.83 CH•50150 Y S0.o0 S0. 50.oO 50.00 50.00 40.82Y C) / I 4I
57905'4T'E 0' 4 4i N60• 17 3A" L I 26.84 00 [ -�_ /S RCP r - ^
579' 30 3I °E o \'0' UnL1TY EA9ENENi -D SO ��� » - •UP� 01 �,�
I I I I IF R
ARC.A.4-1 W-1 .7ARC.T06 _IItih I I2 (���N79s 31.WI I I I I I I I I I I I N7e'3o3'Si1(I I N73 5J J, I I�I r- -,Z \ens �/f FORAL SECTION 3-B I I; I I, ��
REVISION OF FN
191 r 29 30 32 34 35 37 7
KURE BEACH VILLAGE I I I Y 1 I 33 I I I 1 r 47 ° 1�a
LOT AREAS
LOT
SQ. FT
ACREAGE!
I
9,58a
0.22
2
5.741
0.13
3
5,301
0.12
4
5.739
0.13
s
S,aal
0.13
5
6.599
0.15
7
5.897
0.14
a
5.314
0.12
9
5.732
0.13
10
5.533
0.13
11
6,585
0.15
12
7,659
wa
13
9.013
0.21
14
11.325
O.
11ze3
15
5.673
16
0.530
0.13
17
6.853
0.15
18
7.155
0.16
19
7.639
wa
20
6.531
0.16
21
9.101
0.21
22
6,516
0.15
23.
5.477
0.13
24
6.912
0.16
25
6.471
0.15
.25
7,7so
0.1a
27
5,171
0.12
26
6.492
0.15
29
6,020
0.12
30
5,000
0.11
31
5.000
0.11
32
5.000
0.11
33
5.000
OA1
34
5.000
0.11
35
5.000
0.11
- 35
5.205
0.12
37
a,65
0.12
3a -
Sme
0.12
39
5,430
0.12
40
5,423
0.12
CLUBHOUSE
2J,DI8
O.SS
PONO AREA
JJ,B29
0.78
I MAP BOOK 38, PAGE 321 26 _JII � `vo3 IafI1?-- 28 II I I III � II z3,6� I1 11 3 s 1I �1 338yIpI WV I � H"i-42 .1e ,
It�R I I I 39
35 28 b b I 40 %" [
5.W /
2` a�
3.
1D• -----U L--J L----J L---J L'---J L---J L----I L---J L---J _
-- o BOW W.00! 50 OW 55B- J L
= 7 N I I 25 25 N7o,02_ -HN783L30.ID_B4• N7998'41"W 50.00, 375.96• '•' L _ I I
woo ci I I I r� 1 KURE BEACH ASSOC � J I 31
C7 Z S 25 ,�r I I KURE BEACH ASSOC. N7o42'O0.17 I _ _ „� Q. \ F OVh - / „.., _
Of - . I ,n I §I I q 27,1a� yQ I . PO Box 22 ".00. m
38 I N �I :1 L) m I V �; I I= �1 I \9 U' X I \ KURE BEACH, NC, 28449 KURE BEACH,PO xNC? 28449 / I TOM do SHERIE GRAHAM \ �p I \hF / � 6T ORMW AT E
3 06
COURT
m I lyc. Q I I i$ I I ��U`� I A \ \ / 432EN BOURTH STI J 1KURE BEACHMYRTLE W NCD 28449 �Gp ��p1 �tJ��
I W n W IPF L - _ _ f J 1 / IPF - - f - - J PF 66 \ 65 KURE BEACH, NC, 28449 / w;� �A^ \ / / `st• �/ � � E C E I V E r
O m 76 t S9 N79b302 w KURE BEACH ASSOC. / \ kn O 40 / 47j
- - I- - - - - a I j N84' '09"W 89 PO Box 22 \ \ / 64 / I 47 \ �a - FURF BFgNO qNF Q \ / 4 JUL 3 01999
a • KURE BEACH, NC, 28449 1
I 97 I 67 �/ N
JI I Y KURE
BOX 22 ASSOC. \ \ / I D \ \ Zn O�G� \ C Z� /
�\ DEM
KURE EE BOX
CH
ASSOC. I �\ - PROD a
PO BOX 22 KURE BEACH, NC, 28449 I \ 49 �Q / 53 /
37 / W \ N¢aG�yZG / \ 4 /
I 26 I KURE BEACH, NC, 28449 _ \ \ \ \
\ \ PHASE THREE A / I a D a
I- -- I 86 I \ / KURE DUNES / \ FINAL MAP
ftSE THREE a 96 I PHASE THREE B I 68 MAP BOOK 35, PAGE 160 \ 63 i e j o 4? / 3g _ / \ / PHASE
E ( `
KURE DUNES I - - - D m / 5? �/\ P H V
I I KURE DUNES I MAP BOOK 37, PAGE 175 w \ \
MAP BOO( 37, PAGE 175 KURE DUNES
I 25 _
3B I i I - -_ - - I � I 9 MyR ' \ \ / \ TOWN OF KURE BEACH
50 FT R/W 87 I 69 I fiz \FIvO 57 \ NEW HANOVER COUNTY, NORTH CAROLINA
43 �� \ % \
11' 2' 24' 2' 11' I 10 - / / / \C�(/RT / / \ 0 5 5 00 0
I I SCALE: 1"=50' DECEMBER 16, 1998
1/2" PER FT 1/4" PER FT 1/4" PER FT Vz" PER Fr IPF '
SLOPES= 3: i SLOPES- 3:1 O IRON PIPE FOUND
a CONCRETE MONUMENT FOUND CENTER LINE QENTER LINE CENTER LINE CENTER LINE CENTER LINE CENTER LINE Sp \ � 3177 WRIGHTSVILLE AVENUE
6" ABC do 1-1/2"1-2 0 CONCRETE MONUMENT SET CURVE #1 CURVE #2 CURVE #3 CURVE 14 CURVE #5 CURVE #6 \ / WILMINGTON. NC 28403
MODIFIED VALLEY CURB ss SANITARY SEWER CURVE DATA CURVE DATA CURVE DATA CURVE DATA CURVE DATA CURVE DATA + W(910) 762-4200
O SEWER MAN HOLE 1=17'34'45" 1=19'14'41" 1=0'59'56" 1=01'50'55" 1=28'25'37" 1=29'18'28" NOTE: BUILDING SETBACK OWNERS: I{
TYPICAL ROAD w WATER TAN=50.00' TAN=24.26' TAN=50.00' TAN=50.00' TAN=65.00' TAN=80.00' THIS TRACT IS LOCATED IN FLOOD FRONT 20' KURE BEACH ASSOCIATES Engineers DICKSON
ZONE CACCORDING TO F.E.M. A. FIRM MAP SIDE 5' P.O. Box 22 Raleigh, NC Asheville, . NC
Planners
: WATER VALVE RAD=323.37' RAD=300.00' RAD=5735.51' RAD=3098.97' RAD=256.62' RAD=305.94' KURE BEACH, N.C. 2BM9 Columbia, SC. Charlotte, NC`.
N.T.S. a FIRE HYDRANT L=99.Ill L=48.41' L=100.00' L=99.99' L=127.32' L=156.50' APRILCOMMU2ITY�B6ANEL NUMBER 370170 0001 C REAR 10' IELE. [phone] Surveyors
11 CATCH BASIN CH=98.83' CH=48.35' CH=100.00' CH=99,99' CH=126.02' CH=154.80' Atlanta GA Hickor NC
O STORM MAN HOLE N61'54'38"W N75'19'21"W N80'26'39"W N80'01'10"W N04'09'29"W NO3'43'04"W
PROJECT NO. W9611.80

MC
1 I
II I
u,7 %8I71
O
I t '
- PHASE III
I*, s-n 1G DEVELOPMENT
J
I
6,
C ;
!
N
i Ll N U
1/ Ul
(,y 4�+ m
I I 260 LF. 8"7WATERMAIN FROM
f TEE AT ANCHOR WAY EXTENSTION
I 1 1 TQ�JTEE AT ANCHOR WAY
I r
6 `)
64
t
y
,
1
It
it
f
,
l
!
466 L.F. 8" WA MAIN FROM
IIIII
TEE AT ANCHOR WAY
TUB -OUT
N14'07'004'
AT END OF KURE DU
ES LANE
\
279.73ft
T
47
0
I o
DRAINAGE AREA INCLUDED IN PREM96SLY
PERMITTED PHASE II CALCULATIONS 78
i
rdA: -
5 � I
WAY
96 02,,t
3
34
I
150 L.F. 8" WATER MAIN FROM
CH
IJr / ONRANCHOR WAY BEA AGE TO 8-INCH TEE
573'0656tW
1 j 24 EB EA
BERM ELEV1t ON A_ A W
2 N"'
1
i .
22 '
'o_
I z
z
C
�Irn
II
Z
I
m
ANCHQRLWA
1 INCH STORAGE ELEVATION = 18.30 17.141 SF),##'
NORMAL POOL ELEVATION = 17.00 (111766 SF
BOTTOM ELEVATION = 11.00
-1-INCH STORAGE LEVC18.30
r-NORMAL POOL ELEV.=17.00
DETENTION
18
19
0
J2
2
J
582 L.F. 8"
4 TEE AT KUF
THE KEYS
8
f �
F J L b.. GRASS',
TT � X
O 5
.OAT r +;
'RETE 30' X 40j
O� POOL
T ,
4� r
110 O:
y0
�T
TO
TOP OF CATCH BASIN = 18.30
2" CONTROL PIPE ORIFICE INVERT = 17.00
OUTLET PIPE INVERT = 16.10
V
5
O , PROPOSED POOL/CLUBHOUSE
.0 �7
TT v
,
II �
{ INTERNATIONAL NICKEL CO.
!
I7 IIj
�,IJJI
Itii j j!
IIIB
ill!!
I'11I I',1
t',I
r IV
% Q
EL
0
N
N20'54'
E
1 145.681?
I
- CONSTRUCTIOP ENTRANCE
I
i
INVERT =27.50
J
12
140.07 t *35"W
h.r1- w �
t / SILT FENCE~F
//\ A''
4/ t' !r�'�
t r. v „
L y'rl .^j Qd ei
/ tU yA .. BRA
cn / \ rtt l " � ; NI I\ /
W/ / / rPr i
m 1'nr r ,F,,kylij / /.Y\w 1 ,'
V
5rIT
f}v t,Y I Ix % ��. ,f, N' .If�ry ' 1A It
t S�OOp
t
-
`vol
PO/NTE LANE
y
F-tslo
,
f..lr 1 to �iti1 ✓_
(ri"
I
y .:r'• . ,`a. II r' 1 ^ _ it
} t , sJk,ZF S?, , Acr , , Il t'+
dr` 1 9 I
I,y
x ' I I
F
,
-flh in' t �r�
y ,r,�,. ,�,6Q t L
CONSTRUCTION ENTRANCE
J s
L-
KEYS OF KURE BEACH
1 _-
0
SILT FENCE
DRAINAGE DATA
AREA
DRAINAGE
DRAINAGE
IMPERVIOUS
IMPERVIOUS
NO.
AREA
AREA
AREA
AREA
COMMENTS
(SF)
(ACRES)
(SF)
(ACRES)
(D
13,347
0.31
8,221
0.19
DRAINS TO PHASE IV WET POND
O2
7,506
0.17
4.527
0.10
DR:ANS TO PHASE IV WET POND
O3
64,681
1.48
35,896
0.82
DR(.INS TO PHASE IV WET POND
®
41,603
0.96
24,458
0.56
DRAINS TO PHASE IV WET POND
O5
35.422
0.81
22,885
0.53
DRAINS TO PHASE IV WET POND
©
23.262
0.53
15,033
0.35
DRAINS TO PHASE IV WET POND
O
47,301
1.09
28,379
0.65
DRAINS TO PHASE IV WET POND
O8
25,075
0.58
14,472
0.33
DRAINS TO PHASE IV WET POND
99
87.261
2.00
1 33,946
1 0.78
1DRAINS TO PHASE IV WET POND
345,458
7.93
187,817
4.31
TOTAL TO PHASE IV WET POND
10
35,567
0.82
19,514
0.45
DR.11NS INTO INFILTRATION SYSTEM
APPrOVED
NORTH CAROLrNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISIONOFWATER QUALITY
NOTE: 1) WETLANDS DO NOT EXIST ON SITE
2) ALL ROOFDRAINS SHALL BE DIRECTED INTO THE STREET OR DIRECTED StOAr•YItPOOFA-
SUCH THAT THE RUNOFF IS DIRECTED TO THE POND OR INFILTRATION SYSTEM.
3) NO CONSTRUCTION OF BUILDINGS AND DRIVEWAYS MAY BE STARTED UNTIL SITE PLAN MODIFICATIONS
HAVE BEEN APPROVED BY NCDWQ.
4) FINISHED FLOOR ELEVATIONS FOR THE DIFFERENT BUILDING UNITS WILL BE DETERMINE.) ONCE THE FINAL
GRADING PLAN OF THE SITE HAS BEEN PREPARED.
5) FINAL GRADES FOR THE POOL HOUSE PARKING LOT, BUILDING AND POOL WILL BE DEtERMINED
ONCE THE FINAL GRADING PLAN OF THE SITE HAS BEEN PREPARED. STORMWATER
E C E I V E
MAY 1 51998 D
D l23
PR
OJ it
�L
l
40 0 40 120
Scale 1 " = 40 ft
v
Vq yaR
c
m ANaNaR
i WAY
H
a
ATLANTIC'r yz
OCEAN
LOCATION MAP
OWNER:
KURE
BEACH
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
P.O. BOX 22
KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
WK
Engineers DICKSON
Planners
Surveyors
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
[phone]
Raleigh, NC Asheville, NC
Columbia, SC Charlotte, NC
Atlanta, GA Hickory, NC
DRAWN BY: DED
CHECKED BY: DIED
DATE: 10/9/96
SCALE: 1
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
10/9/96
FINAL DESIGN - NOT RELEASED
HSR
FOR CONSTRUCTION
2
4/28/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
3
9/15/97
REVISIONS PER NCDWQ
MNH
4
5/8/98
ADDED WATERMAIN LENGTH TO
MNH
PLAN AND CHANGED PLAN TO
SINGLE FAMILY LOTS
5
5/13/98
REVISED POOL, CLUBHOUSE, &
MNH
CLUB HOUSE PARKING
SHEET TITLE
DRAINAGE PLAN
PROJECT NO. 9611
SHEET NO.
C-1
R:\9611\9430\PRELPLAN.DWG

62
L�
7.
Q0
+
r` DRAINAGE AREA INCLUDED IN PREVIOUSLY
41 ; PERMITTED PHASE II CALCULATIONS 36
.-I
O•
a
BERM
J
Q
m
30
S13'0
647
1 INCH STORAGE ELEVATION = 18.75 (15,116 SF)
NORMAL POOL ELEVATION a 17.75 (12,970 SF)
80TTOM ELEVATION v 13.25
1—INCH STORAGE ELEV.=18.75 TQP OF CATCH BASIN = 18.75
2 CONTROL PIPE ORIFICE INVERT = 17.75
NORMAL POOL ELEV.=17.75 OUTLET PIPE INVERT = 16.22
DETENTION POND
s J
30 FT 1)RAINAGE + ++
!)�, .✓�'"..` EASEMENT .,�'\
FrGE
T
EMERGENCY SPILLWAY
• I t IS � � \ i � l 1 INVERT 21.50
`30 FT DRAINAGE-___-
----
J
01
INTERNATIONAL NICKEL CO.
f
� j 1784 SF TOWNHOME
600 SF DRIVEWAY
�— 56'
./
I�T.i.Nf rtLLJ _ < p.y. y
1
�l)
t I /y\ �.P.r H T'�-r -gS \ '•,� tI1 X"r -',r fy/� f �Wit'" r"tr3
lttt '' / / \ t`'r \I i 14 F�lK 5` �. 1 -t ,.✓/ /%%ir'..'_Ut U'
� ''
1� / \ �k.il 1`k. .. 'f4 :•'1AC. F0�\'�d.
I
t.t"n""•tk '1 (ji Slav +I f
Y ilt "r'f lltd-JI
I' ULF
PO re
/N LANE
A rrf�
IME fn � } , , � -r -•• \` ..�i ��. ��f!/., , '1 'y�.`\ \ :�\ �� r+it i h S tiM\�� `� �f �-�-
t.,':"'' tt✓%,,,.,,,. /�,..,�';" +ii. ypo;�,r-
I
f } LIt1Arr)i
I ti C A �'S •�`tY tip .t c. kv
ifJ I
I�` f
row .. 1
}�
— '
II 111 �Si' tV � � � ; ' II \
M
I mid lat°-
I tI,,�
v ,><,, . ,.
IL -
pc:, iai5
' '
KEYS OF KURE BEACH
DRAINAGE DATA
AREA
DRAINAGE
DRAINAGE
IMPERVIOUS
IMPERVIOUS
NO,
AREA
AREA
AREA
AREA
COMMENTS
(SF)
(ACRES)
(SF)
(ACRES)
tO
15,965
0.367
11,179
0.257
DRAINS TO PHASE IV WET POND
O2
9,438
0.217
5,984
0.137
DRAINS TO PHASE IV WET POND
O
63,06
1.467
28,072
0.644
DRAINS TO PHASE IV WET POND
®
40,697
0.934
23,543
0.540
DRAINS TO PHASE IV WET POND
O
36,572
0,840
23,972
0.550
DRAINS TO PHASE IV WET POND
©
23,262
0.534
15,546
0.357
DRAINS TO PHASE IV WET POND
�7
46,451
1.067
21,371
0.491
DRAINS TO PHASE IV WET POND
®
24,262
0.557
11,340
0.260
DRAINS TO PHASE IV WET POND
O
83,568
1,918
24,883
0.571
DRAINS TO PHASE IV WET POND
344,133
7.901
165,890
3.807
TOTAL TO PHASE IV WET POND
10
36,833
0.846
18,367
.422
DRAINS INTO INFlLTRATION SYSTEM
NOTE: 1) WETLANDS DO NOT EXIST ON SITE
2) ALL ROOFDRAINS SHALL BE DIRECTED INTO THE STREET OR DIRECTED
SUCH THAT THE RUNOFF IS DIRECTED TO THE POND OR INFILTRATION SYSTEM.
3) NO CONSTRUCTION OF BUILDINGS AND DRIVEWAYS MAY BE STARTED UNTIL SITE PLAN MODIFICATIONS
HAVE BEEN APPROVED BY NCDWQ.
APPROVEJ)
NORTH CAROLINA ENVIRONM
MANAGEMENT CO MMI
DIVISION OF WATER ll
o t11 i—sEP- Igg7-
StormwawNov.
T0_ RM ATER
E C E I V E
SEP 151997 D
D 1V�
PROJ #S (Z3j¢
OWNER:
KURE BEACI-
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
637 FORT FISHER BLVD. N.
NORTH KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
DRAWN BY: DIED
CHECKED BY: DED
DATE: 10/9/96
SCALE:
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
10/9/96
FINAL DESIGN — NOT RELEASED
HSR
FOR CONSTRUCTION
2
4/28/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
3
9/15/97
REVISIONS PER NCDWQ
MNH
i
,
KUR BEACH s = SHEET TITLE
Lu
z It
�t Lu ' 18.75'
Lu
} S z
W ANCNOp
DRAINAGE PLAN
ar m
} j; TYPICAL BUILDING WAY
1" = ao' m PROJECT NO. 9611
N Iti
\....I
1 i 40 0 40
9E Off f ,i ti 5p'7%715
t l)Oft ,y ,`!r fI N20'54- »
I 145'68f Scale - 40 ft
120
ATLANTIC'r a2
OCEAN
LOCATION MAP
SHEET NO,
C-1
R:\9611\9430\PRELPLAN.DWG
t

OWNER:
KURE
:CHARGE TRENCH
:E DETAILS ON SHEET C-5
CATCH BASIN (SEE DETAIL SHEET C-5)
8+13.21, 10.75 LT
13
D (INV OUT)
15" RCP
NOTE: ALL STORMWATER RUNOFF IN EXCESS OF THE
10-YR, 24-HR STORM SHALL RUN ALONG THE CURB
INTO THE DRAINAGE SYSTEM IN PHASE II WHICH WILL
DIRECT THE STORMWATER TO THE WET POND
IN PHASE Ill.
EA INCLUDED IN PREVIOUSLY
RMITTED PHASE II CALCULATIONS
SCAT
1"
36
36
""---`
EXIS
NG GRO
ND SURF
CE
32
_
32
rn rn
i
m
II
o
N
°
VPI S
A= 6+8
28
II
II
a
n
I
VPI E
= 26.00
`�
28
N
CUR
LEN = 1
0.00
24
24
I
d
N
20
20
o ^
1 STA 1+44
q
o Ni
I EL - Q1.10
w
II a
URVE LEIS = 150.00
Uj
F J
>
16
CL W
16
a a
m m
12
I
12
I
i
Cib
tn
tD '7
^�
d
M
x
N
It
m
d
m
8
M r�1
N r,l
N
N
•:'`�
.- u i
N l c-;
u: i
N iV
N
N
�``,
r'•
M r*)
N rr)
d
N
_
Ui
N
6
cv
IA
N
0
"'i
Ui
N
6
r'±
N
ni
8
1+00
0+00
1+00
2+00
3+00 4+00
5400
6+00
7+00
8+00
KURE BEACH
NEW HANOVER CO
NORTH CAROLINA
637 FORT FISHER BLVD. N.
NORTH KURE BEACH, N.C. 284,
[phone]
PROJECT:
PHASE IV
KURE
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
DRAWN BY: DIED
CHECKED BY: DIED
DATE: 4/28/97
SCALE: 1 "=40'
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
2
4/28/97
9/15/97
ISSUED FOR NCDWQ PERMIT ONLY
REVISIONS PER NCDWQ
MNH
MNH
SHEET TITLE
KURE DUNES LANE
PLAN/PROFILE
PROJECT NO. 9611
SHEET NO.
C_2
R:\9611\9430\RCP02012.DWG

e
SEr"SHEET C-2 PO
1 1`
1/. +'
PROPOSED STORM DRAINAGE
SEE SHEET C-2
� ill 11I 11 II �) r 1
�tl
I r".
q -+
(;f II); WAY
l
^^.
f)
U)
� ..
r
�1
�i
,
,
I
)1i
'
i
HOR
�Ili�;
)
I
r,l
HIGH P0114.T IN ROAD
STA " 2+,05.27
RD CL ELEV = 25.54
gf STA = 2+14.95
-'I = 28'37'38"L
Do = 22'55.06"
Dc = 23'04'26" i
' R = 250.00
tiIZ
3
INVERT
RD Ct -STA
RIM = 25
I .72
J
TOP OF CATCH BASIN = 18.70
2" CONTROL PIPE ORIFICE INVERT = 17.75
OUTLET PIPE INVERT = 16.22
PROPOSED STORM MANHOLE
RIM = 18.00
INV = 14.79
INV
\ `v
t t v r!
PROPOSED STORM MANHOLE tN, t p t l-,,p`, t ,� • „:^` rr
RIM = 18.50 OO_ aU h C v r
t tl \ INV = 15.03
r,)R ,;Nf";^
N
259 LF 15" RCP ® .3% � / \ '� '- fir_ I .1i4 ' 9C- 's 10001,
7;,F �hlb L' J , _ t1.' r,�,. ;N - IPa 1`4 rF.
PROP ED CATCH BASIN
STA +43.47, 10.75 LT ? 14 U k Nn i �� , '°t / 't Mp1N1y\'t Y. •;,a i
S J 1 T/G _ 19.62 ;rt
J
�i INV - 16.76 Jdle laL u, c,
it
' \n - Fr--r1D',I .-_v rr i•e'L"'d•.r,r I,JJ \(\
10� It
1 z W I IhT.
22 LF 18" RCP t t) "o-...r;_`y- "';-""�"`". .r '�� 1 %
i1 0 0.3% t.i l f,ipI r r'.l' ...°Pdi f . //'" . r,'.•�o-
f( A ANH'T t �,.i ��i r" ® ,�trr 8 LF 15" RCP`® 0.3%
' CONNECT TO EXISTING
t t � ~``� CATCH BASIN
✓� 1-Y 1 f,.r„-....�; f�r,21 1 :.'h''!rh `'.. INVERT = 14.76
,
OR S' ^. I H
- } NC , : % Y
I'I - i, `' J1
41.1 1.931 A11 �7
Zf.F.
N , pa rNhl(
4"
Lj-
Lr ti° `i P II lLi N i k151a gr;.�IN 'I �i.- Box
1�'.'q4 IN-,N), .r. 1" 9
:::,N' �vv. ME ERS Lam..... .� v'CR t%E iOp
'��./ WN!'Uji ,.,IrUlf,iVl
131 LF 24" RCP F'i. l
® 0.3% alr,T n rfF r:r .
her 11 n /
�Itihe•� , U � T I
�.- A' w r t II7 , f i
PROPOSED STORM MANHOLE INA, ul tr'f n UPTE
RD CL STA 4+07.82. 6.14 RT ;,,,ral ER ROUN'r +°'/
p 61 &.f,
RIM = 22.38 I L•nGrc. I .:er l ,(ER I /
INV = 16.30 �
PI STA = 4+69.95 > J \
U� I = 29'24' 27"R u
Do = 19'05'55" N
0 Dc = 19'11'17" + (PROPOSED CATCH BASIN
k T = 78.72 p j RD CL STA 5+43.34, 10.75 RT
100 R = 300.00 0 /V = 16. 92 INV
as L = 153.98
i
S02'5 0"W � �\
0.2 t
i
32
}
VPI STA' = 2+00
VPI EL = 27.50
y
EXIST
NG GROUND SURFACE
CURVE LEN = 300.00
N
0
N
J
N
R
28
II
II
r
N
>
it
a
>
II
w
24
a
�
In
>
32
24
✓11
20
0
+
_
n
O
M
N
m
N
N
I
VPI STA
: 5+00.
0
N
N
Q
U)
w
VPI EL
= 19.93
16
II
e
w
r
CURVE
EN = 120.00
0
16
i5
N
EL
0
N
rn:
m
A 0+00
NCHOR
AY =
a
M
LL12
CLfA
CL
3+14.
3 KURE
UNES LANE
I
ELE22.66
O
O_
E:1
."� M 10 O M CO ; n <:, n I i3 d ,p
�r
� DJ M C , tV
C4
4 N i 7 N a 1 N •:'•d N N cv N i C4 c d C4 N N N IN
1+00 0+00 1+00 _ 2+00 3+00 4+00 5+00
7+00
8+00
E
4
KURE BEACH
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
637 FORT FISHER BLVD. N.
NORTH KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
DRAWN BY: DIED
CHECKED BY: DED
DATE: 4/28/97
SCALE:
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
4/28/97
ISSUE FOR NCDWQ PERMIT ONLY
MNH
SHEET TITLE
ANCHOR WAY
PLAN/PROFILE
PROJECT NO. 9611
SHEET NO.
C-3
R:\9611\9430\RCP01011.DWG

C
STA 1+1
.26 KURE
DUNES L
NE =
C
STA 4+
.48 SAN
MAN DRI
E
24
24
E
V 21.79
�
_
4a
99
I
+
20
I
a
'
coj
20
�
N
11
16
16
12
12
m
8
8
�-,�
r.�
N
c;
N
N C11
N
-N
N
01
N
-
0+00
1+00 2+00
3+00 4+00
5+00 6+00 7+00 8+00 9+00
OWNER:
KURE BEACH
ASSOCI ATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
637 FORT FISHER BLVD. N. ,
NORTH KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
DRAWN BY. DED
CHECKED BY. DIED
DATE: 4/28/97
SCALE:
." REVISIONS
NO.
DATE
DESCRIPTION
BY
1
4/28/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
SHEET TITLE
SANDMAN DRIVE
PLAN/PROFILE
PROJECT NO. 9611
SHEET NO.
C-4
R:\9611\9430\RCP01014.DWG

3:1 SIDESLOPE
OWNER:
�STAKES-
{ ......... .....il SILT BARRIER
1 STAKE AT GROUND 1' 41 FENCE
EACH CORNER I} ............ }I
I... I1
I II
I II
A A II II
/'' BOx _ _ _ I I I I
COPENING�
---� U
SILT BARRIER FENCE SECTION A - A _
N.T.S.
PLAN VIEW
La
a
NOTES:
La=LENGTH OF APRON
d=DEPTH OF RIPRAP 12" TREVIRA SPUNBOUND TYPE S-1115
OR APPROVED EQUAL FILTER FABRIC
SECTION A -A
N.T.S.
LINE WIRES MIN.
#12-1/2 GUAGE
1-INCH STORAGE ELEV. = 18.70
TOP OF BANK ELEV 22.0
CAST IRON FRAME
AND GRATE
LEVEL ACROSS TOP `
P P
a
NORMAL POOL EL. 17.75
15" RCP
E 16.22
OUTLET CONTROL PIPE
2" PVC PIPE e
• n
PRECASE BOX (24" X 24") o a CAST IRON FRAME & COVER
COVER SHALL BE FLUSH WITH GROUND
NOTES:
GROUT
6" EXTENDED BASE CONCRETE RINGS MAY BE USED TO BRING
s
11' 2'
1.CATCH BASIN BASE SHALL BE PRECAST FRAME AND COVER UP TO GRADE
CONCRETE AND CONFORM TO ASTM C-478. (NOT -TO -EXCEED 12" IN HEIGHT)
2. OUTLET CONTROL PIPE SHALL BE 2 INCH
SHC-40 PVC PIPE W/ 45' BEND
3. FRAME & GRATE SHALL BE DEWEY BROS.
NO. CH-BN-3A
OUTLET CONTROL DETAIL NOTES:
50 FT R/W
24'
N.T.S.
1/2" PER FT I I 1/4" PER FT 1/4" PER FT
SLOPES= 3:1 /,/
MODIFIED VALLEY CURB--6" ABC & 1-1/2" 1-2
TYPICAL ROAD
N.T.S.
VARIES AS DIRECTED BY ENGINEER (10' MAX.)
TOP STRAND MIN. #10 GUAGE STAY WIRES MIN.
#12-1/2 GUAGE
\/ BOTTOM STRAND MIN. #10 GUAGE\\
CTFFI OR Wnnn POST
NOTES:
1, WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36„ IN WIDTH 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 SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
o I
GROUND LINE I z
7 g 4
IIi
1 0 1
i~
0
0
V) o0
I J
0 UJ
O N W
OI I trn
n �
'S
N.T.S.
FILTER FABRIC
T- FILL SLOPE
ANCHOR FILTER FABRIC
SKIRT AS DIRECTED BY
THE ENGINEER
12" PERFC
12" FABRICATED ALUMINUM
2' 11
1.MANHOLES SHALL BE PRECAST CON(
AND CONFORM TO ASTM C-478.
2.MANHOLE FRAME AND COVER SHALL
DEWEY BROS. MH-RCR-2001 OR
APPROVED EQUAL.
3.MANHOLE STEPS SHALL BE
POLYPROPYLENE ENCAPSULATED STE
NOT LESS THAN 10-INCHES WIDE
CONFORMING TO ASTM C-478.
4.PIPE CONNECTIONS SHALL BE RESILI
CONNECTORS CONFORMING TO ASTM
SLOPES= 3:1
PLAN
1-INCH STORAGE ELEV 18.75
ELEV 18.0 NORMAL POOL ELEV 17.75 I I 10 FT NORMAL POOL ELEV 17.75
ELEV 17.0 - - - - - - - - - - - - - - - - - - - - -
3:1 SIDESLOPE
6:1 SIDESLOPE 3:1 SIDESLOPE
BEGINS AT ELEV 17.0 AND
ENDS AT ELEV 18.0 FORE BAY BERM ELEV 17.75
BOTTOM ELEV 15.0 POND BOTTOM
BOTTOM ELEV 13.25
TYPICAL POND X-SECTION
N.T.S.
SEE PROFILE
FOR RIM ELEV.
2'-B" TO 5'-4"
d
V-4" TO 4'-0" . .e
a
<e
ao
VARIES SEE PROFILE l��
�A 4 N y A
OUTLET PIPE A
C 0
.a.
o1
1'-4" TO 5'-4"
a:
6" 6"
d ..
A 4'-0"
-= PLAN
PRECAST MANHOLE
N.T.S.
w o
V) W
RECHARGE TRENCH
TIED ALUMINUM TEE
TED END CAP
IL THIS SHEET
N.T.S.
12" ALUM PIPE
INV 22.00
INV 21.00
NOTE:
FRAME AND GRATE TO BE
DEWEY BROS. CH-BN-3A
GRILL CATCH
BASIN
N.T.S.
ELEV 22.0
ELEV 18.0
6:1 SIDESLOPE
BEGINS AT ELEV 17.0 AND
ENDS AT ELEV 18.0
8„ 2
SECTION "A -A"
OPING
MIN. 2.0 FT
2.5FT 5.0FT 2.5FT�
1.25 FT FILTER FABRIC WRAP W/ 2'
LAP, MIRAFI 140N OR EQUAL
2.75 FT Q
0 ------
N0. 57 WASHED STONE
INV ELEV 22.00 12" PERFORATED CORRUGATED ALLUMINUM
0.5 FT PIPE W/ 12" FILTER FABRIC OVERLAP
SECURE W/ STRAPS
10.0 FT
T/G ELEV = 24.03
RECHARGE TRENCH BE ELEVVATONS2EL
.5EOVATION OF TRENCH SHALL
N.T.S.
SECTION A -A
12" x 12" OPENNING
W/ NO. 57 STONE
3/4" DIA. HOLES
TYPICAL FULL CIRCLE
8 - 1/2" DIA. HOLES TO MATCH FLANGE
ON 12" CAP. USE 3/8" SS BOLTS W/
WASHERS EACH LOCATION
a
a o
/0000
o 00000
�0000/
O 0 0
0 a
2" TYP
PERFORATED END CAP
N.T.S.
KURE BEACH
ASSOCIATES
KURE BEACH
NEW HA
NOVER CO.
NORTH CAROLINA
637 FORT FISHER BLVD. N.
NORTH KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
JRE DUNES
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
DRAWN BY: DED
CHECKED BY: DED
DATE: 4/28/97
SCALE: 1"=40
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
2
4/28/97
9/15/97
ISSUED FOR NCDWQ PERMIT ONLY
REVISIONS PER NCDWQ
MNH
MNH
SHEET TITLE
MISCELLANEOUS
DETAILS
PROJECT NO. 9611
SHEET NO.
C-5
R:\9611\9430\PRELPLAN.DWG
A

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-2 c
BE CONSTRUCTED
S02.56 46"
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14}F�
OWNER:��
KURE BEACH
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
637 FORT FISHER BLVD. N.
NORTH KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTS14LLE AVENUE
WILMINGTON, N.C. 28403
[phone]
SEAL
1035i
• :Hc�rl�4
Win, E;J11
too
DRAWN BY: MNH
CHECKED BY: DIED
DATE: 4/28/97
SCALE: 1 "=40'
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
4/28/97
ISSUED FOR NCDWQ PERMIT ONL
MNH
SHEET TITLE
CONSTRUCTION OPTION
PROJECT NO. 9611
SHEET NO.
C-6
R:\9611\9430\PRELPLAN.DWG
t

OWNER:
I_
KURE BEACH I
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
637 FORT FISHER BLVD. N.
NORTH KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
DRAWN BY: MNH
CHECKED BY: DIED
DATE: 4/28/97
SCALE: 1 "=100'
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
4/26/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
SHEET TITLE
OVERALL LAYOUT OF
KURE DUNES
PROJECT NO. 9611
SHEET NO.
C-7
R:\9611\9430\PRELPLAN.DWG

OWNER:
96 97
0
98 lI
1 88
89 I
SIC
87
I
i
PHASE 3 /
EXISTING DEVELOPMENT
I 68
I I / 67
69
l
1 62
} I
S
Il tIt
11 N14'07'00
219.73ft
PROPOSED CATCH BASIN
T/G - 21.90
INVERT - 10.26 _
1 1/2' STORAGE ELEV.-19.50
S13*06'56"W F NORMAL POOL ELEV.-17.75
647.95ft
-- ---------- --------- ------- --- - -----
E ELEVATION - 19.50 (15,424
ARON - 17.75 (12.970 SF)
- 13.25
■ FOREBAY AREA
■ INVERT - 15.00 I ���d ��e \.i•��1} 15o,.tob
o /
PROPOSED SO MANHOLE
INVERT - 16.72 I /
65 LF - 15' PCP a 0.30R --------- PROPOSED CATCH BASIN \ / CLASS B RIPRMd
T/0-21.59 MIN. DEPTH - 1
INVERT _ 17.06
INVERT - 17.59 - INVERT - 15.00
INVERT - 1&00 5
PROPOSED CATCH BASIN \
T/G - 21.59
INVERT - 18.07 30 FT DRAINAGE
EASEMENT
121 LF - 30' RCP a 0.30X -/
225i5FT DRAINAGE
56 LF - 30' RCP W/ RE& �
U \
22 LF - 18' RCP a 0.309
O \ £
5 A �.." am\
1
1 I PROPOSED RI MANHOLE
RIM - 25.99
2 INVERT _ 17.&T
v PROPOSED CATCH BASIN-
N N INVERTT- 1&43 (11� I 37 LF - 18' RCP O 0.30R
OWp N INVERT - 18.88 (E) I 0
IF
65
PROPOSED CATCH BASIN
T/G - 22.60
INVERT - 19.35
' ANC OR WAY i
�SED CATCH BASIN
T G - 2258 (10
INVERT - 19.28 (S)
h 29 LF - IS" RCP a 0.30X
J
L1
i BASIN - 19.50
MPE ORIFICE INVERT - 17.75
INVERT - 18.22
30 F7A9
DRAINAGE'
lF.
'PROPOSED SD
MANHOLE
RIM - 22M
INVERT - 1581
e
1OSE7 CATCH BASIN
T/G - 21.78
NVERT - 18.46
INTERNATIONAL NICKEL CO.
`
EMERGENCY SPILLWAY FLUME
r\
INVERT - 21.50
e
RCP
259 ty
4
/
� c
c
PROPOSED CATCH BASIN
T/0 -1-
INVERT - 18.53
22 LF
- 15' RCP 0 0.30%
SEWER 1
SpN,pNY "ovf 601R A
19.53S4 %
Rt4h �
p1pWER �Q,NO)\ �U�,LOIN� ti�"�
(tN ERG /� l� E pSEkEy3 ;1i ��.
gAs''N / G� �/ YELEv An„NO
).NDER G
TApO N�t? 96a $g� SOv tN !f a 16 BUt10R G/ I
2INA
/ 705
9.
NE LINE 1� / / "�PRRpONMPMA 0LE \ / c ® / az / /I
TULEPcR GaOUtID) 1Nc \ INV1MiT . 180
/\ , ^ry GONG 14FR Lta 0
C NO / GR JN )
pOYIERGROUNDI�\' / ��
�UNDPROPOSED SD ✓ �O""" `7(2{-, 1 70 No
- SQOOA P MANHOLE � T\ 0/
RBI - 1&50 N
VERT - 14,03- d RY\ TE LANE
�� / 8 -o SANy1A N023
-�,.c.•wR, 1 '6' 119A SE1'R
SAN1Ta�1Hp-
/ WATERC1N`1• S� 11. n2 k" 1g.i3
i N\MEI-R', 1Nv- E RIM ; 11.45
V'. S) 11.39
J G/ CONG to GE.pN Ot�p�cN 1194 lN•.. `, _
njN WARS p`fIERG���NO) r"pt
T
mm 1 CONG ` MEN �Ut30ER
(� WPTER GpgSG
l MEiER`•S 1 ' I 610R i 614ft I
GLEAN OU1 �F 1 1 � 5i0R ' I
,pp�ER LINE IUND RG pl}ND) 1 S�SP ' 562R 1 566R
L-j-
J
L-
KEYS OF KURE BEACH V1,$. 3A PG• 165 --_ 1_
DRAINAGE DATA
AREA
DRAINAGE
DRAINAGE
IMPERVIOUS
IMPERVIOUS
NO.
AREA
AREA
AREA
AREA
COMMENTS
(SF)
(ACRES)
(SF)
(ACRES)
1
15.923
0.386
10.666
0.245
DRAINS TO PHASE IV WET POND
2
9.102
0.209
5.903
0.136
DRAINS TO PHASE IV WET POND
3
63,503
1.458
27,968
0.642
DRAINS TO PHASE IV WET POND
®
40,697
0.934
23.559
0.541
DRAINS TO PHASE IV WET POND
50
40.612
0.932
27,013
0.620
DRAINS TO PHASE IV WET POND
8
27,995
0.643
18,558
0.427
DRAINS TO PHASE IV WET POND
7
29.821
0.685
14,921
0.343
DRAINS TO PHASE IV WET POND
®
10,077
0.231
5,497
0.126
DRAINS TO PHASE IV WET POND
ILO
93,568
1 1.918
1 24,894
1 0.571
1 DRAINS TO PHASE IV WET POND
321,303
7.376
159,011
3.650
TOTAL TO PHASE IV WET POND
10
31,738
0.729
12.670
0.291
DRAINS OFFSITE TO KEYS POND
11
42,490
0.975
20,736
0.476
DRAINS OFFSITE TO PHASE III WET POND
0 40
Scale 1 " = 40 ft
�o yf di Gr r1 f11i f
D E C E I V E
DEC 2 71996 D
E M �
PROJ # S f Z 71 �-
i
ATLANTIC r
OCEAN 42�
LOCATION MAP
KURE BEACH
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
637 FORT FISHER AVENUE
NORTH KURE BEACH, N.C. 28409
[phone]
PROJECT:
PHASE IV
KURE DUNES
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
DRAWN BY: HSR
CHECKED BY: DED
DATE: 10/9/98
SCALE: 1 40'
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
10/9/96
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
HSR
r-
SHEET TITLE
DRAINAGE PLAN
SHEET NO.
DP-1
PROJECT NO. 9430