SW8000415_APPROVED PLANS_20010926

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
Of APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�2(717 l o2ao
YYYYMMDD

ilhAIJ. a!J'LIi .1.1..'iTiL::z :3=3 irr..L'". �. •F __..... :'" � . �'.r....�..1�.. i�-_i_C.�'�'4'.'�.i�1� �:�x..�..�-.�-<..:�!
SITE PLAN
LEGEND
GENERAL
B.O.C.
BACK OF CURB or BACK OF GUTTER
E.O.P.
EDGE OF PAVEMENT
D.E.
DRAINAGE EASEMENT
U.E.
UTILITY EASEMENT
EL. or ELEV.
ELEVATION
INV.
STORM SEWER INVERT
LF
LINEAL FEET
NGVD
NATIONAL GEODETIC VERTICAL DATUM
PC
POINT OF CURVATURE
PI
POINT OF INTERSECTION
PT
POINT OF TANGENCY
PVC
POINT OF VERTICAL CURVATURE
PVI
POINT OF VERTICAL INTERSECTION
PVT
POINT OF VERTICAL TANGENCY
R/W or ROW
RIGHT OF WAY
SB
SOIL BORING
STA
STATION
CATV
CABLE TELEVISION
CPI, or CP&L
CAROLINA POWER & LIGHT
BASE LINE
CENTERLINE
E
SANITARY SEWER FLOW LINE
X,XX' Lt./X.XX' Rt.
FEET LEFT or FEET RIGHT
C
PROPOSED PAVEMENT ELEVATION
A}
EXISTING ELEVATION
DIRECTION OF DRAINAGE FLOW
----�--�- SWALE & DIRECTION OF FLOW
HANDICAPPED PARKING SPACE
PIPE
CMP
CORRUGATED METAL PIPE
D.I.P.
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE PIPE
RCP
REINFORCED CONCRETE PIPE
ERCP
ELLIPTICAL REINFORCED CONCRETE PIPE
STR.
STORM SEWER STRUCTURE
UNDERDRAIN
STRUCTURES
AIR RELEASE VALVE
GATE VALVE W/ BOX
-0*0/# I FIRE HYDRANT
PERMANENT BLOW -OFF W/ BACTERIAL SAMPLE POINT
410, TEMPORARY BLOW -OFF
-- BACTERIAL SAMPLE POINT
------e PIPE PLUG
® WATER METER
---� REDUCER
--0E� BACKFLOW PREVENTER/ABOVE GROUND METER
----1---- SANITARY SEWER MANHOLE
�---� SANITARY SEWER LATERAL & CLEAN -OUT
PUMP STATION
---�— STORM SEWER & STRUCTURE
-----1 HEADWALL
--r- _ ---- CONTROL STRUCTURE
-- N MITERED END SECTION
NOTE: OPEN SYMBOLS AND DASHED LINES DENOTE
EXISTING IMPROVEMENTS
RESORT LADANE
OCEAN HARBOUR PROPERTIES
BRUNSWICK COUNTY, NC
CALABASH, NC
DEVELOPED BYE
OCEAN HARBOUR GOLF
10155 BEACH DRIVE
CALABASH, NC 28467
I
T�
}
4
PROJECT LOCH TION
PREPARED IN THE OFFICE OF:
LINKS
/CALABASH
r
Q
c \.ti"P
4 0O C,�S
179
17 GOLF LINKS
Z �
n
C
a9'o 179
�z9
GR�EK
Gp4A$P$H
F 7
9� Z
Garr.
HARBOR pl
F LINKS vpt
PPODJE-CT
S� W
am
pt�
PROJECT SHE
K'Im e = orn
and AssocIII
iates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE [phone] FAX [phone]
IM11
INC.
INDEX TO SHEETS
7SHE�ET DESCRIPTION
1 i COVER SHEET
2 GENERAL NOTES
3 MASTER SITE PLAN & SHEET LAYOUT
4 OPEN SPACE MASTER PLAN
5 DRAINAGE AREA MAP
6-15 STORMWATER MANAGEMENT PLANS
16 I CONSTRUCTION DETAILS
REVISIONS
n
o�
/� APi��. �. r
Q OF Yll G .AA'f
Q Data
n Vll 41w kl Pelt NO.
Q 6/11/01 REVISED PER NCDENR COMMENTS DATED 6/5/01 OJP
NO. I DATE I DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley--Horn
and Associates, Inc, shall be without liability to Kimley-Horn
and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 1999
's:OA!'�NC.. €i�i3p `k,s 1 :g A`., t is l: 'rr 6E90!) 41-135
DATE: APRIL 20, 2000
REVISED JUNE 28, 2000
SEAL: b -4 -a i
JOB NUMBER:
018051002
ill 177 �-�--1y 7; T` .'L F y. IIzt —•-rrr: r� '.-v'7'� •-[ :�•. ^_ if•. .— r-r ye.+.a Y. :,E,, 'n r-{` r'•ir•'f .�i�T+ TTSgT�" r rr�
4 '� '�,k r k t�' 1 .� Rl I!. iG.,.i�� I�. �{�.�+.�1'Ifi t'v 1'.. �..! � .,'t, .... . r � . , . - r. ;... it:. „,' :'.I'� si'1't t 1 �k ..i� Ifik��:pi�ll•Y�Y I�+i�;f ,NA� ��,1 ;�,,i*.��,'.I�.
„�., , t�t, re; . i r Ir, � .•a.• r- r � F S � t rr� r •1 +. � /lt .trr�.,w}EI �M �1� I�M�7tf�/t,L,��,tl ��� C'lf) l}k IihY'..
' - i �-.,!`i � �.'k i.. .., it r... ,•�i. .l 5. is Y ��.�ii>>l�''i,i.�i:i��Ef*;#I,,j �;��jl,rl,�n4 •,a'!,� ':°', •F ''1 t'R°:

-- ---- fie' --- iI!. ;r. -- el .--1 cif 1(S'..ITl .-. _1 _ ...{ .1 1 J , f i. �!'...1 i11z_ 4.17-I. .T 111-r:
PAVING
GRADING
GENERAL NOTES=
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, TOWN OF CALABASH
1 •
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, TOWN OF CALABASH, AND
1.
WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS
AND THE BRUNSWICK COUNTY STANDARD SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT
THE FINAL GEOTECHNICAL REPORT AND GENERAL DESIGN STANDARDS.
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
AND GENERAL DESIGN STANDARDS.
2.
(NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT ROAD
2.
THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS,
THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AS SHOWN ON
AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT
MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES.
THE APPROVED EROSION CONTROL PLAN. ADDITIONAL MEASURES MAY BE REQUIRED AND
CONTROL HANDBOOK AND THE NORTH CAROLINA EROSION AND SEDIMENT
SHALL BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER, TOWN INSPECTOR
CONTROL REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF
3.
THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE
OR THE STATE OF NORTH CAROLINA
THESE STANDERDS, SPECIFICATIONS, OR PLANS , THE MOST STRINGENT
CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE
SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE TOWN OF
FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR
3.
THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS,
CALABASH MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL
TO PLACEMENT.
MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES.
BE CONSTRUCTED AND TESTED TO CONFORM TO STATE OF NORTH
4.
ALL BACKFIELD AND FILL SOILS SHOULD BE NON -PLASTIC AND GRANULAR IN NATURE OR
4.
THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE
CAROLINA / STATE BOARD OF HEALTH WATERWORKS AND/OR
APPROVED BY SOILS ENGINEER AND SHOULD BE PLACED IN MAXIMUM EIGHT (8.0) INCH
CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE
SEWAGE REGULATIONS AND THE TOWN OF CALABASH
DESIGN AND CONSTRUCTION STANDARDS MANUAL.
COMPACTED LIFTS. EACH LIFT SHOULD BE COMPACTED TO AT LEAST NINETY-FIVE PERCENT
FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR
(95%) OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY AS DIRECTED BY THE
TO PLACEMENT.
GEOTECHNICAL ENGINEER.
5.
GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED
5.
TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING
UTILITY ADJUSTMENTS AND/OR RELOCATIONS,
2.
THE LOCATION OF EXISTING UTILITIES AS SHOWN IS
APPROXIMATE ONLY. THE: CONTRACTOR IS RESPONSIBLE FOR
IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS,
6.
TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING
LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN
THE NOMINATION OF THE TESTING LABORATORY AND THE PAVEMENT OF SUCH TESTING
IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS.
OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR
SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE
THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENTS FOR SUCH TESTING
SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE, ALL
LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE
SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE
LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE
WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE TOWN'S SPECIFICATIONS.
CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK
3.
ALL MATERIALS USED FOR FILL OR BACK ---FILL SHALL BE FREE
6.
ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC
CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE TOWN'S SPECIFICATIONS AND THESE PLANS.
OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER NON -
STREETS SHALL CONFORM TO THE NCDOT STANDARDS.
7.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS PRIOR
COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY
7.
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL CONFORMING TO ASTM
TO CONSTRUCTION.
MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS
A-615, GRADE 60, AND SHALL BE SUPPORTED BY BAR CHAIRS,
8.
REFER TO PLAN AND PROFILE SHEETS FOR EROSION CONTROL DEVICES TO BE INSTALLED
DERIVED FROM ANY SOURCE.
PRIOR TO COMMENCING CONSTRUCTION.
4.
MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY
9.
NO TREE WITHIN THE TREE PROTECTION AREA SHALL BE REMOVED OR DAMAGED WITHOUT
PURPOSE, BACK -FILL AROUND DRAINAGE STRUCTURES OR IN
PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL
UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL
BE PRESERVED WHENEVER POSSIBLE.
OR BACK -FILL SHALL BE COMPACTED TO 95% OF MAXIMUM
DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS
SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL,
PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACK -
FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST
TOGETHER NTH A CERTIFICATION THAT THE SOIL TESTED IS
REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE
PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED
MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS
MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING
THE LABORATORY.
5.
TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE
STORM DRAINAGE
WATER &SEWER
WITH THE TRAFFIC CONTROL PLAN, THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND AS FURTHER DIRECTED BY TOWN INSPECTORS
AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, TOWN OF CALABASH,
1.
ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE REQUIREMENTS SET FORTH
AND THE BRUNSWICK COUNTY STANDARD SPECIFICATIONS AND GENERAL DESIGN STANDARDS.
BY THE TOWN OF CALABASH, AND BRUNSWICK COUNTY.
6.
ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND
SPE%{FICATIONS AND SITE CONDITIONS OR ANY
2.
THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS,
2.
IN THE EVENT AN ITEM 1S NOT COVERED BY THESE PLANS, THEN THE TOWN OF CALABASH,
INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR
MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES.
AND THE BRUNSWICK COUNTY GENERAL SPECIFICATIONS COVERING SUCH ITEMS SHALL APPLY.
SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE
3.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL
ENUONEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH
PHASES OF CONSTRUCTION.
3.
WATER MAINS SHALL BE DUCTILE IRON PIPE AS SHOWN ON PLANS,
INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE
AND PER TOWN OF CALABASH STANDARDS.
CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
4.
THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE
THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
CONTRACTOR'S RISK.
UTILITIES CROSSING THE STORM SEWER.
4.
SEWER PIPE SHALL BE MINIMUM SDR 35 PVC PIPE WITH FACTORY INSTALLED JOINTS
5.
THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES
USING MATERIALS HAVING RESILIENT PROPERTIES CONFORMING TO THE SPECIFICATION
SET FORTH IN ASTM DESIGNATION C-425 (PVC BY DICKEY IS SUCH A JOINT),
7.
A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE
NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER.
START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE
5.
FIRE HYDRANTS SHALL BE NATIONAL STANDARD THREADS PER TOWN OF CALABASH.
THE MEETING WITH THE TOWN ENGINEERING DEPARTMENT.
fi.
THE INSPECTOR SHALL INSPECT ALL "PUBLIC" CONSTRUCTION. THE CONTRACTOR'S BID
PRICE SHALL INCLUDE ALL INSPECTION FEES.
6.
FIRE HYDRANTS SHALL BE LOCATED A MINIMUM OF 2'-5' FROM THE BACK OF CURB
8.
ALL DUCTILE IRON PIPE SHALL BE U.S. DUCTILE IRON CLASS 50 PIPE,
7.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR
PER TOWN OF CALABASH.
TO COMMENCING CONSTRUCTION.
7.
IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY EXACT LOCATIONS OF EXISTING
9.
THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A
PUBLIC AND PRIVATE UTILITIES AND SERVICES PRIOR TO COMMENCING CONSTRUCTION.
CERTIFICATE OF OCCUPANCY.
8. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS
ARE FROM TOWN AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE
FOR LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO 50.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING "AS -BUILT" PLANS TO THE ENGINEER
SHOWING THE LOCATION OF WATER AND SEWER SERVICES AND ANY DEVIATIONS FROM PLANS
MADE DURING CONSTRUCTION. THE ENGINEER WILL PROVIDE RECORD PLAN TO THE TOWN OF CALABASH,
AND BRUNSWICK COUNTY.
10. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES
NECESSARY FOR COMPLETE INSTALLATION OF THE UTILITIES. ALL PUBLIC PIPE,
STRUCTURES, AND FITTINGS SHALL BE INSPECTED BY THE TOWN INSPECTOR PRIOR TO BEING
COVERED. THE INSPECTOR MUST ALSO BE PRESENT DURING DISINFECTION AND PRESSURE
TESTING OF ALL MAINS, THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION
FEES.
11. WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" BELOW PROPOSED SUB GRADE.
12, ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED PRIOR
TO STRUCTURAL CONSTRUCTION,
13. ALL WATER LINE JOINT RESTRAINTS SHALL BE FLANGE BY M.J. TYPE (MEGA. LUG)
CLIENT: DaTE:
PREPARED IN THE OFFICE OF: ►++UIff1l1 c PROJECT: RESORT LADANE
OCEAN HARBOUR ,,,,.,X CA%, HO ZON S SOoE:
m e - orn�o��y9- N A
GOLF LINKS, INC. _ . VERTICAL ALE: OCEAN HARBOUR
1 REVISED PER NCDENR COMMENTS DATED 06-05-01 0$-11-01 OR HB
and nc. TITLE: �2 �, DRAWN BY:GOLF LINKS
RfV. No.: REVISION: �;- t�'BC�G��t'1��:A�s��i'�i��t��elwg 5;�0�: �&4923 DATE: DRAWN BY: CHECKED BY: DLH
This document, together with the concepts and designs resented herein, as an instrument of service, is intended onlyfor the Specific purpose and client for which it was prepared. Reuse ���ye':,�/�1����a�\``` DfsleNEo BY.,
of and improper reliance on this document withoutwrittenauthorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX �M - RALEIGH, NORTH CAROLINA 27636-3068 GENERALNOTE%S ����'r�,�ai��V V ��h` DLS ATTACHED REFERENCE FILES: 71,0018
NUMBER: SHEET NUMBER:
��PHONE= (M) 677-2000 FAX' (90) 677-2050 irti>lil�CHECKED BY: 8051001
Copyright Kimley-Horn and Associates, Inc., 1999 SE+4L: JRC 2 of iV
;
jI� ' i,�ji;41r � Z�#'� ;IR ����r' , �� �4 �Is� h7` •� i t � Y Itr; II Ej�},��9�4� 1 ;�`� �� �c
'u it I I,.. ��6r- r.!l.�� ,.. ,�.�..•:I�..5_'.�'•�t� Si�t-)4, f,it dill -I l-'.�ki:t•.ill'e'riAl�.I.T.'�.;�il ��:

A
\X
SHEETS
J,
Al
X\.
f
SHEET,- 11
X\
r
x
J
�3
N
.7
7'
%
01
t
11
01
N
N,
x
Y
f
N
?
t
_S
NORTH CAROLINA --------
MTH CAROUNA j
X\
'IN•Hill I jj
L 7
/5
­4 / - 1. ­'1..,-­.-
8HEFT 15
f
V
..........
A
A
Y
CS U_
SHEET 7 %PneeT I x
f I
t I
HW— +2.9'
1A
--sHEEI 13
A, F I
5MH
V.
SETBA
GRAPHIC SCALE
vji
200 0 100 200 400 800 �;; X1
N­ 'N
y,
I A
IN FEET
7-
1 inch 200 ft.
t 1
PREPARED IN 'ME OFFICE OF: CLIENT: PROJECT:
06
/28/00
OCEAN HARBOUR HORiZONTAL SCALE: RESORT LADANE
1" = 200'
rnlluy Horn GOLF LINKS, INC. 'VERTICAL SCALE:
N/A OCEAN HARBOUR
I REVISED PER NCDENR COMMENTS DATED 06-05-01 06-11-01 OJP--- 48 DRAWN BY:
TITLE: 12
REVISION: ATE: DRAWN BY. CHECKED QLH
REV. No.. REVI D CKED BY.
and Associates, Inc. 1'& DESIGNED BY. GOLF LINKS
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
IN ATTACHED REFERENCE FILES: JOB NUMBER, SHEET NUMBER:
DLS
of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be Without liability to Kimley—Horn and Associates, Inc. P.O. BOX 33M - M-8111311-1, NORTH CAROUNA 27635-3068 SHEET LAYOUT M- CKED BY:
Copyright Kimley--Honri and Associates, Inc., 1999 PFK)hE: (M) 677-2= FAX- (99) 677-20W SE "111111111ki �\ 1 1018051002 1 3 16
AL: � 11 -dd JRC OF

NOTE:
010EAt$'RREF.dwP 4-26-40 2!C4,5.5; ;P-m CS,
GOLF COURSE IS EXISTING
AL AREA: 215.27 Ac.
N SPACE REQUIRED. 53.75 Ac.
N SPACE PROVIDED: 126.83 AC,
OPEN SPACE (PROVIDED)
LL Inr-M%1tr%1 IC' A Mr' A [" 1 l►1►1 A MW
KISTING CART PATHS 97,644 SF
ROPOSED WALKS 133,020 SF
OADWAY 448, 433 SF
ARKING (INCL, DRIVES) 192,515 SF
ATIO HOMES (83 x 4000 SF) 332,000 SF
NGLE FAMILY HOMES (41 x 6000 SF) 246,000 SF
UILDINGS 171,520 SF
TOTAL IMP. AREA = 1,621,132 SF
(EUA)
= 37.22 AC
°k IMP 37.22 . 17.3%
215.27
GRAPHIC SCALE
( IN FEET )
1 inch = 300 fL
PREPARED IN THE OFFICE OF: CLIENT: DATE'
,*it,t1�fl�,, PROJECT: RESORT LADANE
OCEAN HARBOUR �o�;,,- 0628 0°
Kimlluy -Horn ; ..... , ., HORIZ TAL SCALE:
GOLF LINKS INC. _ ' °�� �° _ 1 300
t REV15E4 PER NCDENR C01+IMEN15 DATED 06-05 01 05-11-01 OJP HB `
�� : _ �Rn�N A OCEAN HARBOUR
and,TITLE: 212 • DRAWN BY:
REV. No.: REVISION: z3; \4��3t��tl�2�CI+iC��p$.y 4YC DATE: DRAM BY. giECtC£D BY: �!fi:� L 1 ;,� DLH GOLF LINKS
This document, together with the concepts and designs resented herein, as an instrument of service, is intended onlyfor the specific purpose and client for which it was re ared. Reuse � i Q�''H �N ���.•' \`` s+cN£D BYc
of and improper reliance on this document withoutwrittenauthorization and adaptation by Kimley-Horn and Assocites, Inc, shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 — � H, NORTH CiAT7OUNA 27636-3M OPEN SPACE ����;/�i����K v���` DLS ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 1999 PHONE: [phone] FAX [phone] SEAL ����llftllt�►il-d� raHECKEDJRC 018051002 4 of 16

S
bASH+ #1
?
h;, WETLANDS
71
f
4
WETLANC(S
it
t V,
AND
J-
I N F1 04A 0
x \x
% IsA
��x I i
Ak
�T 7
���A1Wr ,
J* ""-WETLANDS♦
IV
7�1
II
�I III
J,
1.
III
III
N"
IN,
# r
W VVE E
7
14�
4
jfo- ,� •"`'• -4c� ` fr -' x'"'', �'r, ��. .' • •i \'4,�~', :.M ~ \ / w s4 as, / r
tray
N.-
X
. I 11 ' " ­� -1. '-::�;;�,"'- :_,. ' -`�" " \1, '� ----.
, T I - -
I , - -- -
\1N,
4?
4.
-x: = 1r ai%
:g
N
7
0
X
7�-
k fff
k -
b
77
Vf
<
M
t
T1 ik L I O%f-%
WETLANDS B
XN!z\ cl 1-1 - \ /
U A 41
�\� N,
\1
n
V
Av�N
%
IA'
,��f ; - ♦' `\, L . `\4 \�S i i ' l� : l` � ��~•'�Q j `� ,•� J 1 �j' � �., _.... h'r Tr k , ,'ci {t _ r/ - _ �` r y y` _ / � /
m
Jr
-7,
e All.
L-EGEND
BASIN
AREA (AC)
A
7.1
B
5.6
C
1.8
D
2.7
E
5.0
F
0.7
G
0.3
H
0.4
0.3
0.2
K
119
L
3.3
IM
4.0
N
2.6
0
7.6
P
37.3
Q
4.2
R
2.5
S
12.2
T
0.6
U
4.5
V
4.9
W
5.1
x
4.3
y
13.9
Z
2.3
AA
1.9
BB'
11.3
a M= = WMM mm =
BASIN
TOTAL
AREA
(acres)
IMPERVIOUS
AREA
(acres)
CD
3.3
2.1
EF
1.9
1.3
GG
3.41
49
GRAPHIC SCALE
200 0 100 200 400
W TIM
1 Inch = 200
PREPARED IN 11-11E OFFICE OF: CLIENT: 8/00 PROJECT:
06/2
HORIZONTAL SCALE:
OCEAN HARBOUR OCEAN HARBOUR
R� 1, M
Imley=Horn 15�1 200'
vERTjCAL SCALE:
GOLF LINKS, INC. RESORT LADANE
I REVISED PER NCDENR COMMENTS AT 6-11-01 06-It-01 Dip HS
TITLE- 2 DRAWN BY:
REV. No.: REIASIOW. DATE: DRAWN BY. CHECKED BY. OJP
I ---- I ---- - nd s sociates, In c. DRAINAGE AREA MAP DESIGNED BY. O LF LINK S
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse OJP
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Hom and Associates, Inc. P.O. BOX 33oes- RALEKIH. NORTH CAROUNA 276W-3068 N ATTACHED REFERENCE FILES: JOB NUMBER- SHEET NUMBER:
1111i CHECKED BY.
Copyright Kimley-Horn and Associates, Inc., 2000 PHONE-- (90) 677-2WO FAX: [phone] AND WETLAND LOCATION MAP _11_0f HKB 1018051002 1 5 of 15
. ....... T' F , 177 j - 771:-- -17 1- ----T

1 REVISED PER NCDENR COMMENTS DATED 06-05-01 o6-11-01 OJp NB
REV. No.: REVISION: U:\01805101\LAMA\05102s06.dwg 6--29-00 4:08:34 prn EST DATE: DRAWN BY: CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 1999
MATCHLINE SEE SHEET NO. 7
PREPARED IN THE OPT KimleHorn CLIENT:
OCEAN HARBOUR
Y_FP7 GOLF LINKS, INC.
� and Associates, Inc. TITLE:
P.o. Box 33068 - wALJ-=K*i, NORTH cAROUNA 27e6-3068 STORMWATER MANAGEMENT
PHONE: [phone]
FAX. [phone]
e
rl-a,:
lCy�'�i
•.���•%/
V06 28 00
HORfZONTAL SCALE.,
50
PROJECT;
VERTICAL SCALE:
jW2 0 -
DRAWN BY:
Z
D LH
DESIGNED BY:
D CJY:
ATTACHED REFERENCE
CHECKf B
d
Z
F-
LW
W
V)
W
W
U)
,
ram.
J
U
Q
RESORT LADANE
OCEAN HARBOUR
GOLF LINKS
FILES: JOB NUMBER. SHEET NUMBER:
o18051002 1 g OF

MATCHLINE SEE SHEET NO. 6
"'.
f
MHWL = +2.9'
GRAPHIC SCALE
so 0 ' 25 50 100
( IN FEET )
I inch = 50 it..
S
INV..!20.35
•s
15" CAP.:,
INV. 20.00
a
jbIRECTiON OF FLOW n
IV. 7.80 C9 _ INV 1$,95
TOP - 115. 0 21, p , t
INV - 11j.5 1g �.., i
IZO
BYPASS.'
s S$RUCTURE ,< v , r 4%4 17
CRETE f�
)ER
�. _A
0
0
z
Uj
WTT
�1
iJ I
W
rW
V)
U
PREPARED IN THE OFFICE OF: CLIENT: DATE;
OCEAN HARBOUR \ ,ca�o o� 2$ oo PROJECT: RESORT LADANE
`\\\ •••"••�• ,/ �// HORIZONTAL SCALE:
Kimllely,-HornaFM6, ...:Y 1„- 50'
� � Q ` — VERTICAL SCALE:
GOLF LINKS, INC.NOCEAN HARBOUR
I REMSED PER NCDENR COMMENM DATED 06-05-01 06-11-01 DIP M :
REV. No.: REVISION: U:\01805I01\CAFAA\051025Q7.dwg 6-29-00 4:06:43 pm EST DATE. DRAWN BY: CHECKED BY: and Associates,Inc. TITLE: ' • • DRAM BY:
DLH GOLF LINKS
i�•' .N� � �'� • DESIGNED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse /i'9 •••-••• Q����
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEK )H, NORTH CAROUNA 27636--3068 STORMWATER MANAGEMENT ��//��/¢N W. ;\\�` ©LS ATTACHED REFERENCE FlLEs: T0118051002
B NUMBER: SHEET NUMBER:
PHONE: [phone] FAX: [phone]W �!llutlll %% CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 1999 SEAL: /Z��� JRC 7 16
-_ - I , ._ r_, r•� f i,, j '�� I� 'I, �,:, �, r. �•I Sr • n. ���..•1�.. /.�.d'f"k f'M V.• 711E �M1CGC S�>r1Ft,� f7inY,.
1 a 1 II i a. �'t 5- °r ,i'• ��' S'•� �T +,i I1 I i t r45y1pi%{ �r �S'•4• if�t.i'
l,�f�1
�, I Id�r'.1..• .I�r et.!t. ... ..l .• � :' .,.��� `.;i',.���1I. r�� � I�.1�1yII1It�}�`,r�.•tff.i��i}r�{

-b -K mqe.
rti 'S' , �xa r y r-• x sr dsL.
r
' �
fN
.ryE• r-'t'p+^"a��a,'-t ':x. m s^- �.y., ~.��'� �+p�-``�4ti �.- .�' l ,� �' - r� i �;
� ,��, x "�''` 4� `-"� x1 �„��c t' z. s�� � � - �' t �` - s F ram, "x _ •{� �
s }tea z r
F
�rv"a ra�'w,`cdtx#`T j•4' v {z''r ;q'P, a,..�'� 'e'F.d PV1-
_�s
(§" k...�-1 ciA✓ i3 _ _ � gyp' � T .� �v �:.. C=.—__ � � •icy � .fKt;%� A.�_"T. v. 3s ���1" �_a.. . _. .. Y, .�v...a %'_ �...� .-.�_�
RE80H
OCEAN
G 0
L
. 0 .
44

MATCHLINE SEE SHEET NO. 8
i
W
W
co
W
W
co
W
Z
MATCHLINE SEE SHEET NO. 10
N
r
O
Z
W
W
(n
LLI
W
Cn
W
Z
PREPARED IN THE OFFICE OF: CLIENT: DATE;
„�titirrrur PROJECT: RESORT LADANE
OCEAN HARBOUR ,,.,�' ,ca�o� HORIZONTAL SCALE:
Kimley=Horn .•�� .io is 1p�y.!y- 1 = 50,
GOLF LINKS, INC. �� �• vERncA�scACE: OCEAN HARBOUR
I REVISED PER NCDENR COMMENTS DATED 06—D5-01 06-11-01 OJP HB ;
\ 9 p andInc. TITLE 21 . : DRAWN BY:
REV. No.: REVISION: U:\01$05101 GAMA 05iD2s09.dw 6-29-00 4:D4:59 m E57 DATE: DRAM BY: CHECKED BY: ` •� + DLH
• 2
This document together with the concepts and designs resented herein as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse GOLF%y,�.,N�,�N���.•;;�� DESIGNED BY: LINKS
9 p 9 p r P.O. BOX 33068 - RALEnK NORTH CAROUNA 276W-3068 STORMWATER MANAGEMENT ��7��gN••x e� ��
of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, inc. Shall be without liability to Kimley—Horn and Associates, Inc. �i� ��� DLS ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER;
y PHONE [phone] FAX- (919) 677-2= S�A�; rr+nt�� =t1-0j CHECKED RC_1018051002S of 16
Copyright Kimle —Horn and Associates, Inc., i999

M ATCH Li N E SHEET SEE NO. 9
i 4
50.00' _.
\ GOtr 114r411v
7E'NANCE
t
-
M
a , ys {
-
�
e g t 5
y
�
3• ,.;. V�- -yc'+.
1 ' "9 "•. SY,Y 5 i l,£ Jv �3 ? R, 1 C `� ,i,:i` T i�-ts,,y
.-•�
^.
L
,,� •� - 'feu [.^.�" 1
t ;S
PROPOSED/60
ACCESS' EASEMENT -
i`
�tl ' G ��UC7VE R -------=--1;------- a-• � ,
24ONCRETE SHOULDER
-17
EXISTING GOLF CAR TRAIL � � i"'��•/, � `Y f ' % � � `
W (TYP.) Y .`''` ,'' / `25 Q 7 1
�A� .. x y' r r,/,.' _ ,J :r - - �� - •i a= - 'F .. _��•• �• 2V 1 t \ ;
Z J �-`��'f_.-_...__..�.�_„�.....�.�-�•�"X� ,-` � �+ `, J d _1 ,� 1- �?-:: 1;� ;4 _ _- - r l� �. �� ✓. - !!• � +
r l
r'
f
I I 16
i r 4 - :-• i WALKING BIKING TRAIL o�
(TYP.)
\
;fly` 11 f1a' 11 (] f pq K!NV
/�
1
., F� 11, 1 ;,r S' ! r r ,✓ �j,� E� { 3 / i� i j'• f O j\ �•
�r.M p
r - f r l f 1;; ti 1., k l y 4 I
0
f` _.-.^•_-�...,__-.�,.—... ��`-' <� f � ,/ � �•w � ..__ ._._ .. ''a. '"`� �*,�!'. ...,. r -4 } -.. � •f: r !/ -s�� -„ .-. ... . .. ...... . r' �� ir?�- 24,0 Y rif '� �, •' of Z$
IV
IZI b rR1JVA
f �<" --,. �h � 1-' �, �' � 7 f { 5 , ! j fi -• � -._ >- .- �' _� L � ��'^-, a " O 1 � �'�r G.: l
rCrt1 jl! j�S :tj
'l%jK^ n
J .✓ l §F �✓ f s l� Y Mr i Ctl # i r i r V / iJ1 {Iflt�
l JJ
<`�'^ �' �. r / { � -,_, � '" `E f� � � � r f � `'�• f 4 i...,�� � 1-T ,_.-.-..._. - '� f; �;': .r � �' f �,Jf j rl�..a� s r r•'
Iw
r
J:.
r 4�J ,
tip✓- j � \ �,„. � '�•--_.._,.,.�/ � .•r °-('i � � ' 7 ' �� S i ' / ✓ 3 =' R �` !�,• � r
4 }1
' � ���g � ( °-'^'� •`:,,'��• � �-`-^'�.� h e r✓ '' _� ,..^ - f' � .. �._. .. _ .. _. ...... .... ...... .. .. ... .. �__" ,.,.. .sj.w " I / r r � ~ f 7J, � � ti � �1
.a
I
� � , 1 �, f "^...� ,_,,.,.._. J -^ .._ �_�--^..,'ti.-..,,, --.w. R,,Y `,. ..„ "� a...r�,..._,C- '\ ,.,,.n ya '' � f x 4f •., .. ,_- ... ...... ..__, ...... ..._ ^^- ...�- N, ..w --- � .._•M -. __ i f" r'_ �'w s � r � 1 r'' � ` .. _ -' _., ... '� - r' 1 ,1
+' f
A „
f'
f t _ `�'-`' _- "- '` w`" .,...- r ...-. "µ'`r'<^_ •• '..,r R, ^! r - ,� � '" .., ter' f � � - •.,. '
/ fir..•, `�^� .�. �-�----.... " �. _ � f�
• 7 �ti.�f�y ����y '� 'r• "^++_ - "+'+.a �.�.-'."' ...._.,,.....�.... _. '� ,��` � f ''aF' •• J ��f ` 'f 7
75''uI H WtTBACK
L� ,�. f �' �, - ' }! > F.• M r .
' fa, i ` ' �' { `r^' `` it b r \'`••'-V"'ti.�-_,�.... -�� �-"`. -^,,.,,_� w v } _ 4 i r - J7• - , r F fq� � `' .� _ .f'�• ..
-------------
71,
Jso
if
00
t t I r•f ;'
d.
/jD � r ALL'- �'`• � r = r s'a ,'� r 7 - .. K :-
}
e�.irf.,,,S'}�sa ..f �'� \ ,I f _�' ,/ 7`^--,ram, � i ',• f / `. \ F .. .- __ .. - y� ` � •�
yr _ l'� i f /' f f '�- ....v "`._emu;¢ r ` 1' %- j1 i-.'_".`�.,,,,,a �F ✓' �' -'i 3
_... ,.-....-�i°�.,.1�-'>•�`'� ... � f ".w \a '"_•�'_"„_.�- f / j r r I 4 .r '�f;�6-� ^'r..2
.,.a ..,�- � m. --� _ �-.- `�-•�1'y </�y� :� ~ �' .-,_,. ..T ._.- .—...� �f� r g �; f1 l r `�+ ��'�� � `r - > / }r' � � f• r' ��� i a
�, �-.. '.-• '_^- '�"f�"``"y4�.ti,�,r-,Yr���Js7�,..�+�-•'�`� r r'� r,� 1 f �, �'e � � /' � � f � y F `r f � 3 � � fl '�•'� Y
-
"`� GRAPHIC SCALE
ea 0 25 90 10a 200
MH WL +2.9
IN FEET
1 inch = 50`, ft~ t�
2G, 0- `
F
o
Par `'r
Ld
W
W
W
Ir \270 �0
W
�l
,1
e�
�,
,
cc
L
CLIENT: °A"t
PREPARED IN THE OFFICE OF: ,,N�titlf►11,,, PROJECT: RESORT LADANE
Kimley-Horn OCEAN HARBOUR ,,���.caRo�;��-,; HORIGZONT8500:�pFESSI��.•.;%9 • 1 = 50
GOLF LINKS, INC. _= :�Q, = VERTICAL SCALE:
OCEAN HARBOUR
1 REVISED PER NCDENR COMMENTS GATED 05-05-01 OB-11-01 OJP HB — = 621 �j : DRAWN BY;
andInc. TITLE: t1 ALL CLH
REV. No.: REVISION: U: �01$05101�CAMA�a51 a2St a.dw 6-29-00 4: 03: 58 pm EST DATE: DRAWN BY: CHECKED BY: , GOLF LINKS
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse '�yq'•��Y f ��a'���~ DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by iCimley—Horn and Associates, Inc. shall be without liability to Kimley—Ham and Associates, Inc. P.O. BOX 33068 — RALEIGH, NORTH CAROL�NA 27636-3068 S T O R M W A T E R MANAGEMENT ���i���gN..K. V������ DL, ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
PHONE: [phone] FAX: [phone] �1tIIIIIl ►���� CHECKED BY:
Copyright Kimley—Horn and Associates, Inc., 1999 SEAL- !Z 40 J-_RC018051002 10 OF 16
17 !' t' l: i 1' J! • r s j' 1 1 ' ~s' 4 '• I I 5 t. y r i' s' , i l, 'j .l r I ,, i ITIS� s r .l •
�.•i'�l1ti'..:! If:.111:5�5

1
-�:y..� ► r�rrr �Y��i'!•r1••.glr��ti,•�.,wt•.hn .r,,.�..:.•„t: 1+. .:.,r�.•��y. r.� ��-.i•�-I,s!r��.Ufi.,a�•7.1��!Mr�lilr�wa7r� ��Ji�fFacc•e�eru+�•r~r.�irr��� _ ----..._

- - - - -- --------1 1 rr' �i �;;� '. �"'�'.. L.'LAL i. —
LO
O
Z
W
W
Z
W
W
V)
W
Z
J
U
Q
MATCHLINE SEE SHEET NO. 11
MATCHLINE SEE SHEET NO. 13
O
Z
W
W
V)
W
W
W
Z
J
U
Q
V)
V-
a
Z
W
LLJ
Cn
LLJ
W
V)
W
Z_
J
U
F-
d
M
- PREPARED IN THE OFFICE OF: CLIENT: o1111111111 UA't: PROJECT:
OCEAN HARBOUR ,,..���''''...���?o��--,,� �°fi�N 85° RESORT LADANE
Kimley=Horn •• �.��� 1= 50
GOLF LINKS, INC. VERTICAL SCALE:
VVN
REVISED PER NCDENR COMMENTS DATED 06-05-01 06-11-01 OJP 1i8 _ • - OCEAN HARBOUR
tJn Associates, Inc.TITLE, f . �� : DRAWN HY:
REVISION: U: 01805101 CAMA 05102s12.dw 6-29-00 4:02: 08 m EST DATE: DRAYYN BY: CHECKED BY; : ± DLHGOLF S
A�/ �:���l♦ 9 •Y ��� ` DESIGNED BY;
ument, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. ReuseP.O. �X ,a�a, �6� _ RALEICaF' NORTH CAROL.�NA 276a38-3O6g STQRM ■ ■ ATER MANAGEMENT '-��/��iq�••K ai``��` DLS
improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liabilityto Kimley-Horn and Associates, Inc. , /// V� ATTACHED REFERENCE FILES: J08 NUMBER: SHEET NUMBER -
Copyright (919) 677--20M FAX (9S) 677-20W CHECKED BY: .7018051002 2e� 4
Copyright Kimley-Horn and Associates, Inc., 1999 SEAL: ��Z"al JRC �L of 1�
�, .�.� �I ...I 'r;i�!{ r4 �1t.�... �• t JI. r t r d h t I/ �•� � 1,' � tt'h i�E � �' i J�ji '� ��f I�.��f�a+' S��`�'�,} �'.
1 .e rti,1 }1�.t1.•„ , �S :� trt. .ir '•!.•..".�.rr 15�r +��.- r'} .4 ' .r_ �+f'S ��..�. tk::�r,h ,e�ia SI�i

0
e"""
0
Z
LiI
Ld
V)
LLI
(Lit
V /
L IGGI
z
.j
M
Q
MATCHLINE SEE SHEET NO, 12
1 '
rf
t ti
1 EOETATED FILTIR \ t
\ 0.05X
.,
° SEE DETAIL -SHEET 16
` t INV. 2,0 40, k 1 2 CONCRETE SHOULDER
ass YP� S STR CTURE # 3 _
(f LUNM -JYPE� f _, INV. 20.90
18" CAP
\,
25 OX X 25,f) eER,y \ DIREGTI ° p1 FLOW. • r s"`r..-€ •, `s .
X f •� Sp 1 `�1 ` At { t
f
SF
INV. 2_2. 0�9
CENT
P00 PER , .\ C " '
26,5. PROPOSED PAVED ROAD
i; P 1.
WALKING/BIKING TRAIL INV. 23.6027.6
�� t
I
INV. 24.50
20'
I
X fa Q ► $5.5 ,t _.. ...... .0/ 1,.26.5 \
� �
�5.25 '.. B� � } _ INV. 23.60 DI ECTION OF FLOW
_ _.. 2 CONCRETE SHOULDER f
�M
18 CAP �� �
n ` 2� p
26 ` TLANDS f 24" CAP, ,✓
x I i P
cu m /
3 P ,D - _ ,/ _ �- _ INV. 24.00 Sr
;
i fifi 4z L
...
INV. 23.00
P
~X 280
a � f P
P
PO �Ro sED so
i f PROPOSED 6 / 292 ACCESS EASEMENT
r ;
`• j ACCESS EASEMENT k 25.5
x /
27.x / f
f 1
1
i 6 X !3. ...... t
27.0
7
_j
IT
! ( }` r J Y r �' J✓ ~ 1 . . '+1 I 4 .- ?' -" 7
i 27, p
2 DkA'
NA ° 'Z` # 1 3 t t 1 f
1r.
f 3!
S'1
fig. �' ,, � ' �. -`er � .` _ \ �`. r' .r" _ , � ' `'• , / � ,-- a .�
...GRAPHIC SCALE
d 23 so 100 ; f
IN FEET----
i IfS ; % f� 1 inch - 60 ft
•
0
Z
W
Ld
V!
Ld
rLd
V
W
z
TJ
i
I_
Q
PREPARED IN THE OFFICE OF: �� I� DATE'
CLIENT: ►t1tIrII1�� PROJECT: RESORT LADANE
OCEAN HARBOUR GO GOOD... HO�Q? �oo
Kimlely-Horn o� - �o
GOLF LINKS, INC.VERTICAL SCALE: OCEAN HARBOUR
1 REVISED PER NCDENR COMMENTS DATED 06-05-01 06-11-01 0� He �� ; ` DRAWN BY:
andInc. TITLE: s
REV. Nu.: REVISION: U: \Q1805101\CAMA\Q5102s13.dwg 6-29-00 4: OQ 45 pr11 EST DATE: DRAWN BY; CHECKED BY- �;N �•� �� DLH GOLF LINKS
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse �/ • •�'� D 46 �� DESIGNED BY:
Y.
of and 'improper reliance on this document without written authorizotion and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. P.O. BOX 33M — RALEIGH, NORTH CAROUNA 2763E-3068 S T O R M W A T ER MANAGEMENT ��//�'(i9N K� V�\\\ CHECKED eS ATTACHED REFERENCE FlLES: JOB NUMBER: SHEET NVAIBER:
Copyright Kimley-Horn and Associates, Inc., 1999 PHONE: [phone]W FAX: MR) 677-2050 SAL: "II11�' W-61 JRC 018051002 13 of 16
r i i 71i -, . Z :. ", . -'r„-iZrr'7s .i � -+ . - - - .. � +_^.r.-; _ - - .. " fv T .t ... -. r* _ . . -r- ^r . -r.,-.-r•.rrr�� — - — : - -

0
Z
F—
W
TW
��ir
ll�nl
V)
W
rrW
VJ
W
Z
J
U
Q
N
0
Z
F-
w
w
V)
w
w
V)
MATCHLINE SEE SHEET NO. 15
PREPARED IN THE OFFICE OF: CLIENT: ' PROJECT:
"11f1"',,,� °s 2� RESORT LADANE
OCEAN HARBOUR .��o�,-
Kimluy -Horn .��o� ;... HORIZONTAL = SCALE:
I � � o�'�' ' � 50
CGOLF L NKS, INC.
F1
VERTICAL SCALE: OCEAN HARBOUR
1 REVISED PER NCDENR COMMENTS DATED OB—aS—DI 06-11-01 DJp ffB ' • n , + DRAWN BY:
TITLE:
REV. No.: REVISION: �: Q1805101 CAMA 05102314.dw 6-29-00 3:59:30 pm EST DATE: DRAWN BY: CHECKED BY: Inc.� �',�\� DLH
g and Associates, •, ••;.N �;:• �� DESIGNED BY: GOLF LINKS
'ffiof l and improper together
on his documentawt withoutwrittenauthorization and adaptation onn bafKirnley—Horn nanddAssociat s, Inc. shall be wit outand liab liability to Kimley-Horn aandrA Associates, Inc.�� � �� � � ` ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
p p the concepts p y y for the specificY y P.O.P.o. ®ox �osg -- ��, NORTH CARouNA 27s3s- STORMWATER MANAGEMENT-,,�(qN � ,e��' CHECKED �s
Copyright Kimley—Horn and Associates, Inc., 1999 PHOie* (98) 677-2000 FAX [phone]M SEAL: 0111111t — It W 6 1 JRC 1018051002 14 OF 1�

M ATCH LI N E SEE SHEET NO. 14
C14
ISF Sr
f
z
2CONCRjTE
SHOULDER' (TYP.) K
+
IRECT 104 bF 171-64
Ld
PROPOSED SAVED ROAb
U) ---------
\ i I ��---...._ -- f
t IKIV 2610
Ld
28_5
Ld
!�."CLIJ SF-A4 )t
z sr
% INV.
WAI,,�ING/BIKING TRAIL I
>
(T�.)
2 &90
0)
i' 1 { \` 1 f1 5"i. CAP
lq�
� vs 1
o DIRECTION OF FLOW
1 4 �' r �
Az
10
LU
00
0
80' PROPOSED
sr ACCESS EASEMENT
Sr
C;��
€ 1
z it
INV. 30.20
rI
Uj
Li
V)
Li
z
.j
f if
1' �` \ � � � E r l , i
IN0 25.70
2410\0"
*V./25.70
t'S* CAP
15" CA�
INV. 2560
INV. 25.6 6
6
1 25-50
<
11 INV. 25.40
15--CAP
L
15" CAP
Ct
mv, 25.40.
J
A
j V. 25.30
NV, -2§7 -J
iNV'. A.'
15"%,CAO
36.00'
INV`:;25. Q
15 OAP
19 CAP
INV. 2�-10
;,27.0
t! -
IN �50
INV. 26-25
7 . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. ..
INV. 52q
15*
CAP
15")CAP
IN4, 25 01
INV. 26.55
INV. 26.10t
ll%�I- 26-15
>/
CAP
>
cr)
INV. �6-�
INV.
26.45
INd 27,10!
1W. 27.15
5" tA
'15" CAP
e.
Uf
36.00,
INJ 2 .4
ph
124.00'
36.00",
4-
1W 27.4
f
4-
A-
J
>
<)
'7
!]J
4RAPHIC SCALE
2.5 100 200
I
( IN FEET )
I inch - 50 ft.
PREPARED IN THE OFFICE OF: CLIENT: 0%%I1111111111/j/ DATE, PROJECT:
CM 06Z28ZOO
- 6
OCEAN HARBOUR HORIZONTAL SCALE: RESORT LADANE
0. V /0 1 P0 = 500
ImleywHorn GOLF LINKS, INC. VERTICAL SCALE:
1 REVISED PER NCDENR COMMENTS DATED 06-05-01 OJP S N/A OCEAN HARBOUR
HB DRAWN BY.
TITLE: 12 Z
REV. No.: REVISION: U:\0j805101\CAMA\05102s15-dwg 6-29-00 3.-5&22 pm EST DATE. DRAWN BY. CHECKED BY: and Ssociates, Inc. Cl/ DLH
DESIGNED BY; GOLF LINKS
CHECKED BY. ATTACHED REFERENCE FILES: "JOB NUMBER: SHEET NUMBER:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse S T O R M W A T E R MANAGEMENTof and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. Shall be without liabilityto Kimley—Horn and Associates, Inc. P 0 BOX 33068 RALMH, NORTH CAROUNA 27636-3068N N� QLS
PHONE; (90) 677-20W FAX: (90) 677-Z= '141111111K JRC 1 Cl051002
Copyright Kimley—Horn and Associates, Inc., 1999 SE -f t-0 I ro 7.15 OF 18

RIP -RAP (WHEN NECESSARY)
FLOW
CRQSSSEQ310N MEW
SPREADER NTS 50. D'
MECHANISM RECEIVING STREAM
r r r r
r r r r
OUTLET
2' MI
SEASONIAL HIGH
WATER TABLE
Q10
V10
W
S
FILTER #
cfs
fps
ft
7.
1A
4.7
1.1
5
0.5
1B
7.6
1.4
5
0.5
2
11.3
1.6
5
0.5
3
19.1
1,8
5
0.5
NOTE: SIDE SLOPES NOT
TO EXCEED 4:1
PLAN VIEW
NTS
VEGETATED FILTER DETAIL
2�
X
6" 31
HIGH DISPERSION
BERM
INFILTRATION POND DETAIL
0'
10' MIN.
6" HIGH
DISPERSION BERM
1 /3 BASIN
LENGTH
BERM DETAIL
4, 00'
o
d � � dd �
�• � d h
C
PLAN VIEW
BASIN BOTTOM
CONTOUR
Ano
4.00'
4, 0
1/2 BASIN
WIDTH
10' MIN,
^ r .
T4LE HAS BE ErJ
SE
T D Lo T O L.)T- "
co 12,4.E C_F/u p�i iECTION
III ff
S[-f
PER
SUMP AND FLUME
o FOR DEVICE NO, 3 ONLY
ILL
z PRE-TREATMENT SUMP
BOTTOM ELEV. 21.5
10' x 10' BOTTOM
FLUME ELEV. 24.0
BYPASS
BERM ELEV. 23.0 (DEVICE 3 ONLY)
CLEANOUT BENCHMARK
CONTROL ELEV. (STORAGE ELEV.)
22.00'
DETAIL
4'-Ow
2'-0"
V_r"
12:1 12: 1
AL MEDIAN SECTION
10'
PAVEMENT SECTION
2" 1-2
2" H
B" CABA
LOCAL RESIDENTIAL SECTION
WIDTH VARIES 4 00'
SEE SCHEDULE
1.00'
LEVEL
4" THICK
N
CONCRETE
FLOW
DIRECTION
TO
TO INFILTRATION
OUTFALL BASIN
1 /4"/FT. V--0"
BYPASS DEVICE 3
(FLUME TYPE)
-IL;10. i]L'r:.l_'a�. T4,, j1 IC-L i)..l_. P...a 't-Ak-i'f lliS�•'6'1• Y°Si!'. i*tJ!`!!
TOP
BOTTOM
1 -
3• r
INFILT
BA
A
KM
GRATE 24" CLEAN OUT
TOP=15.5 BENCHMARK
12" CAP INLET
I•RATI ON
4SIN
A
(RATION
aSIN
HOLE 30:g3h CLEAN OUT
BENCHMARK
TOP OF STORAGE 10.0
18" CAP
TO INFIL.
BOTTOM
8.0 (CLEAN OUT ELEV)
BOTTOM=10,5 1$"
CAP INLET BOTTOM-6.0
18"
CAP OUTLET
TO 13YPASS SECMQN _
BYPASS STRUCTURE #1 A
0
SURF
%-- 18" CAP
TO INFIL.
12.0 (CLEAN OUT ELEV)
MANHOLE 30"
RIM - 15.5
GROUND SURFACE
_ - TOP OF STORAGE 1^4.0
18" CAP 12" CAP INLET
TO INS -
BOTTOM -`
' 12.0 (CLEAN OUT ELEV,)
A
J
GRATE 24"A CLEAN OUT
TOP=15.5 BENCHMARK
12" CAP INLET
BOTTOM =10.5 18"
CAP INLET
118.
CAP OUTLET
5ECTIQN A -A TO BYPASS
BYPASS STRUCTURE #1 B
CAP INLET
18"
CAP OUTLET
TO BYPASS SEUDN A -A
BYPASS STRUCTURE #2A
A
INFILTRATION 18" CAP
BASIN TO INFIL.
I�
�Z
1
1
_ i
iri
TO BYPASS
,-0"
PLAN
A
12" CAP
INLET
MANHOLE 30" CLEAN OUT
_ BENCHMARK
TOP OF STORAGE 10. / MIR 10.0
18" CAP 12" CAP INLET
TO IN ---
BOTTOM `
12.0 (CLEAN OUT ELEV.)IN
r
BOTTOM-6.0 18"
CAP INLET
1$"
CAP OUTLET
SECTION A -A TO BYPASS
BYPASS _STRUCTURE #2B
PREPARED IN THE OFFICE OF: KimleolylwHorn
CLIENT: ````�`�`�,tiC1 ����'' 0E-ATE- 28 OOPROJECT:OCEAN HARBOUR ......� ,,, HORIZONTAL SCALE: RESORT LADANE
GOLF LINKS, INC. S •: _ VERTICAL A OCEAN HARBOUR
1 REVISED PER NCDENR COMMENTS DATED JUNE 5, 2001 06-11-01 OJP HB ' •-
c:: =I� ` TITLE. ) DRAWN BY;
and TORMWATE ''� �:� DLH GOLF LINKS
REV, Na: REVISION: ij O; r '�� [ YA1 c t DATE: DRAWN BY: CHECKED BY: O R • `
ciC�2 �17�A Ii�:tiS-dwr� S,c9U3,9.
R U C T U R E ,yq . I �6 � 4� DESIGNED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, Is Intended only for the specific purpose and client for which it was prepared. Reuse �/�� � � ...... A �
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33M - 1-7MLEK)H, NORTH CAROUNA 27M-3068 ��ii��q� K• V���� ©L5 ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Copyright Kimley'-Morn and Associates, Inc., 2000 PHONE' (919) 6 7-2000 FAX: [phone] DETAILS rr�rlfl4l�►�`„ _ 0 CHECKED ,SRC 018051002 �g ig
SEAL:
- • � r � i-. I I '�."�T��i.f=}};{;11.1� 1�,:5 .�i'�.�,���,f,•.4'f.��,�'',I �S}�},r� �: �1..� ZI-T ;i�T•j'} ii�i.���l�r �,� �•� -
.�� }� ��,' 'llt �t 'Lr'' .4 •�hj•!f`{tr:.�,���•f •ti ,. S�•'.j� _ 1.: i i 'f��'r' �•7 ',��'!� :t, •'f�! i t � t��ii� fl.�� �t�� �r �1i ,
' }I +i .�.t �'I"'��•, v 'i ,. „t.s .: �''• } � I . '� -:' �Y 'l� ! v I1' � �,, ,�,�'I,I .. �' r r �'1
t:I �:. I ,'I �. Z. I'= �}-.. r''e=•rj :. _ :', �'- '..-. :I � •.- ,�. .r i ! 7 il� ! i - �, !, -r .f ,'i'.,i,i t;,i .I �.;