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12/12/2013 4:08:12 PM, 1:1

coNsTRucTi s `e ' LANS FOR
LOCKWOOD FOLL CLUBHOUSE
18 CLUBHOUSE DRIVE
SUPPLY , NC 28462
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LIST OF DRAWINGS
S \TExX COVER SHEET
G�"IANNELrJIDEDIVECl EXISTING SITE PLAN
C2 PROPOSED SITE PLAN
C3 GRADING, DRAINAGE, EROSION CONTROL
C4 UTILITIES
VI C I \ I TY MAP C5 DETAILS
C6 ON SITE WASTE WATER SYSTEM
C7 ON SITE WASTE WATER SYSTEM
N .T . Q .
JANUARY. 2013
OWNER CIVIL ENGINEER SURVEYOR ARCHITECT
LOCKWOOD FOLLY POA JBS CONSULTING, PA SURVEY ONE, PLLC GOODRICH ARCHITECTURE, PA 1ErEIvE�
MR. JOE GUISE, PRESIDENT BRAD SEDGWICK, PE MR . CLIFF WAGNER, PLS MR. H. BLAIR GOODRICH, AlA a.�.�ssW= -
111 CLUBHOUSE DRIVE 7332 COTES WORTH DRIVE 103 MISHOE ROAD 3142 WRTGHTSVILLE AVENUE
SUPPLY, NC 28462 WILMINGTON , NC 28405 CASTLE HAYNE, NC 28429 WILMINGTON, NC 28403
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�:�0� 1 -910-842-8968 1 -910-619-9990 1 -910-409-0399 1 -910-343 - 1065 i

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• �.+ , �� °' r,' .•. BUILDING SET BACK REQUIREMENTS (PER SECTION 4.8.11 BRUNSWICK UDO)
tom! 5�'+' \...- j� ct REQUIRED PROPOSED J R co
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REARYARD 20' 119 2
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7 TOTAL 50' 58.8' W Q Z
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J � I ALLOWABLE BUILDING HEIGHT = 50 FT Q W
?I - i PROPOSED BUILDING HEIGHT = 42 FT
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% \ , .. .• / OFF STREET PARKING REQUIREMENTS 0 3 a
MIN. SPACE SIZE = 9' WIDE x 18' LONG O O U 0-
/ \" / PROVIDED SPACE SIZE = 10' WIDE X 20' LONG D
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NUMBER OF SPACES REQUIRED V)
DEED BOOK roar•PACE ttes PER BRUNSWICK COUNTY UDO �/ 0 r
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PART OF TRACT-G- /
233EA183
R-7500 PDD FACILITY SPACE USE REQUIREMENTS SIZE REQUIRED SPACES O
GOLF COURSE
EXISTING DRIP FIELDA`i .i• lir /
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PRO BLDG RESTAURANT 1 PER 100 SF 2372 SF 24
I-;�� PRO BLDG INDOOR REC 1 PER 250 SF 4948 SF 20
/ PRO BLDG RETAIL 1 PER 200 SF 1085 SF 5
EX. HOA BLDG INDOOR REC 1 PER 250 SF 2180 SF 9
EX. GOLF OUTDOOR REC 4 PER HOLE 18 HOLES 72_
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SPACES REQUIRED 130 SPACES
SPACES PROVIDED: 127 -10'x20' SPACES
+ 6 - HANDICAPPED SPACES
133 TOTAL SPACES RF£;,,,,,,.
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FLOOD INFORMATION !: �y�
�� jI / .FIRM PANEL 2036 r n ' r- 0
' • EFFECTIVE DATE JUNE 2, 2006 • ) .3` -
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ZONE AE 100YR FLOOD ELEVATION 14 "• K jf ...per', r)• �i WATER SERVICE PROVIDED BY BRUNSWICK COUNTY UTILITIES • «< .`v�,• `f -x�; y,� „1� \� �'1 �� / SEWER SERVICE IS PROVIDED BY AN ON-SITE LPP SEWAGE SYSTEM. ' '...•
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\,, •• GENERAL NOTES (� Z
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\\\A�\\ • ,';•- 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH J
\\� • EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. J
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•" 2. EXISTING TOPOGRAPHICAL SURVEY PERFORMED BY: cl-
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SURVEY ONE CD
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��J DECK MR. CLIFF:111.
�; • v 910-409-0399
s',:.' ',: , 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
`� ' + AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE O Q
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• `1 k d • 4. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE
Ali 1 ,d �1�i '< a>+� 2-Story '.. :1,. \
�i ood Frame MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, O
-j\`� j� /j/'�� �_ \ tea' '' POA Buldin� ' ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES 0
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/���\>�./��� ...,,,,- .�, �j < ten' FF EL 15.42, o
.,.._ 2,*. s • �j AND NATIONAL FIRE PROTECTION ASSOCIATED CODES AND AS ADOPTED
� )°d ( N \ %E2180�SF o f�:•
' POOL BY THE AUTHORITIES HAVING JURISDICTION.
n : ) CURB STOP TYP o,
s SEE DETAIL BM 03, ti' ♦ + x _ f"► �J fir+ / W 'ski AC ENCLOSURE '`' (OSHA) L.L
- �t� 150ok p .' ~r. �- 'a ° `"y6 SOLID EN . FOR EXCAVATIONS; FINAL RULE 29CFR PARTNI9 6ASUUBPART P"SAPPLLIIESDTO
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E s I; ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH. ! 1
r ' SE SAME SIroING S4S L7IJ' i�IyG
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--4 . 1 f# F �` �� 41llll i`.be'-s ., S ' i 6. EQUIPMENT E USED
PROVIDED PRIOR NAPPROVAL 1HASS BEEN OBTAINED OTHER THAN SF OME ECTHIEDOWNER MAY BN WRITING
v■°"• %r 1 t7f tf�A r :` 1i1,18� s•��% y • ff. / ...... s • s •
PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANY
� y s R9 _ " ;' 'r. '• •• CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE
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_`,' _ \�,� C R! , _/ =a\' , t•� ,d 120. , +r I • ,a i EQUIPMENT.
l� 1, rj: /4,:; �� •, O. o .r' �� % DECK
�\� o Nr} JIJJJJJJJJJJ/J//////////� 7. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" Al
•
`',`�! �' d Q° r.r "'"+ "••a....+ G' '� ! 800-632-4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
%\! `' .<: 1 .p' ..,. F• _ I,IJJ/Illlllllllllllllll,�i�� 4 • _ „- ,,, -
�� "A , • 6 .�, • 7� EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
; "'°� 120 0' %' "' s l��� • �•�\ LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
1.�`�� 'd \1' r " ^P" 6 8. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY
ry �. /�/\� • EE. �} Cp o , PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
��� , \�� rt t�1 _ O • i WILL BE PAID FOR BY THE CONTRACTOR.
i�� %�/,\� ,d nw•oar "` I _ 2
,dw` /, I,, /,'/,\� / �• 1 1'� ° 1D ' 4C' L - -� J '� :lit 9 ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, UNLESS OTHER WISE NOTED.
N.�, 'I �, ■ • • rix,1 Q 24 CPR _41 0 Q. p I
O �,/,V: "• *+�r•... '"+«r►• cv -' 1 /r J a ��//�r, \ - 10. ALL SIGNS ARE REVIEWED AND PERMITTED SEPARATELY FROM THIS SITE
• �j • •
�°j ,d u.•oat :iiii !iiiiiiiiiiii'""• '"14F' �; 1• ` 11't •* +uw r, 1 z Lt. Sat! \ �'. PLAN. PLEASE CONTACT MARC PAGES, BRUNSWICK COUNTY, (910-253-2056)
• {d 130,p' ""• +rr` • o } 4. O i \ �' TO OBTAIN SIGN PERMIT APPLICATION. O
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\� „ y„are f '�" ........ w rN..,,�, r r_� �' •. ,,,� ?� J • � ( 11. ALL PROPOSED OUTDOOR LIGHTING WILL BE DESIGNED AND INSTALLED IN A Z
fj «a. ,rl Co, "�w r •• 1� cb , \D �'1� MANNER THAT IS CONSISTENT WITH ALL DEVELOPMENT STANDARDS STATED
;�a,r 1 ii i.�� I(;; a S Y' *"" S j M ��clON UNDER SECTION 6.6, OUTDOOR LIGHTING OF THE BRUNSWICK COUNTY UNIFIED W
�� i% " ' # $ Na CY o • \\ / DEVELOPMENT ORDINANCE (UDO). Q N
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1 / � 0 " , \ r 12. THE OWNER AND THE PROJECT ARCHITECT ARE AWARE THAT ALL Cl) COi
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��i " > z 88_0,• \ / PROPOSED BUILDINGS AND STRUCTURES MUST BE DESIGNED AND CONSTRUCTED W QV./14V rr L ! / /22'4.
IN A MANNER THAT IS CONSISTENT WITH THE BUILDING FACADE DESIGN
J 164' n'• / • 10 - "�" + }} !1` STANDARDS STATED IN SECTION 6.5, BUILDING FACADES OF THE UDO. ^ ^'ro J lO
l` // PAVING NOTES LL. W D Z
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\ A '� ■ �.;'.+ / �� • 1. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT
C Q 370 SF SIDEWALK 12'x55' L■ADIIiiiikN ■ i ■ �a1_Y'71"7m rov � ��- I�r1l�/�/ I ods STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. Q LLI I
�\ ,. • 'Pd,. �� 1 •
+„•� / t.�.Y APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL
1111:1
• '� �_ • `�`--' ,. DEVICES S:iALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN O
co
I. n ; :ag Dro•, SAFETY AND TWO WAY TRAFFIC. J a.
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\ 1---� ' ROLLER CAP•T C,4CLGSURE a 2. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT 0 0
' p,vey \I�� F 5 e ■ • • NCE YID7Bq,j' SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
��1,�� ,,L •` 1.2 ' ' D : USE SAM• S :UILDI .♦ +d MIXED, QUICK DRYING, NON-BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED r N
, fi 11 ,e+w°` .0.'�'.,• a �k�'�» ' ' �� �" AT OWNER'S OPTION FOR NIGHT REFLECTING. O
• �,A\i • • •p ( \ \ '. 'D` D1.--
_.1 •D \\ C 3. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
t.^^ ,�i� ,d °•°� 2d ''• •' • COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
tp ^rO d so"o� 16.,•,.oat /\� co � 1�-� ri�: • /•
4, ALL DIRECTIONAL ARROWS SHOWN ON THE SITE PLAN SHALL BE PAINTED ON
CO. 1 / •• 4�' DRIVING RANGE ti •r • j 1...,
J�osi ASPHALT SURFACE PRIOR TO CERTIFICATE OF OCCUPANCY. 0
'. \`'VI. ,, Hdr / ,:o. TEE BOX t oat -d �) � ---
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\ �• / 1. AN ALL WEATHER DRIVING SURFACE FOR EMERGENCY VEHICLES MUST BE
♦ •
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2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY. , , ��<„
��a • • \ I / 3, ALL MATERIALS UTILIZED IN THE CONSTRUCTION OF THE UTILITIES WITHIN ,, ,
a \ \ \ , THE PUBLIC RIGHT OF WAY SHALL BE NCDOT APPROVED MATERIALS. ? '
//, • O • 1ST HOLE �- td \ , „". ' , , T::
/•' Tee Box JL<'• !i%4
•► ♦ 1 �h• 1 I 4. CONTRACTOR IS TO PROVIDE ALL NECESSARY TRAFFIC AND SAFETY• ii CONTROL DEVICES IN WORK AREAS. ` ; s`;, 1 - .` a
/ 5. FIELD VERIFY EXISTING UTILITIES FOR CONFLICTS PRIOR TO CONSTRUCTION, "" `"
„ 1 yam,<;%'�-.,, '•{'it<pSsn"'' aY>„":S
11 1 gF1E�D #3 \ �� - �e' mas h `
,? , ,r�`'
,�i 01�1 " �< _ 'R SU �° cd �r 6. CONTRACTOR IS TO NOTIFY (AT A MINIMUM) THE FOLLOWING COMPANIES FOR '
�►"� _ /
LOCAT1ON SERVICES:
11 ,I • ULOCO 1-800-632-4949, 48 HOURS IN ADVANCE
�-11 _� \ ,/ BELL SOUTH 1-800-392-8712 (STEVE DAYVAULT)
'�11',� 11 / �+ Q
'�1 1 END #2 •
7. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE CI___ 4) �
I`, �'1 1 SUBFI �f� PROTECTION FENCING (IF REQUIRED) WILL BE INSTALLED AROUND PROTECTED ^ 'i O w
I11 =� • 1 �• TREES OR GROVES OF TREES AND N0 CONSTRUCTION WORK ERS, TOOLS, rrp CON
111 11 i / MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION. VQ w
11 -'1 8. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAY Z p Z p z
1 in.....__ ___..,0
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_1 7 ARE TO BE THERMO PLASTIC AND MEET COUNTY AND/OR NCDOT STANDARDS. 1-- d- Q
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1. - _I, „oF1ELD #� 9. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN P2 O -. O ,
AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS AND BE O , O� s C_)
LEGEND MAINTAINED BY THE OWNER. z N t
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EXIST. SPOT ELEVA710N • 20.0 PROPOSED SITE PLAN U '`
PRO. SPOT ELEVATION X 20.0 �^ •A' C: COS
SCALE: J 0
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° ,"� I EROSION CONTROL NOTES 0 �' z
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14„ 1¢S 1. ANY CONSTRUCTION ACTIVITY BEYOND THE 5.5 ACRE LIMITS SHOWN ON THE PLAN IS A
14 6 I VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINES. J
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2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN PARKING d
1¢8 LIMITS OF DISTURBANCE LOT/BUILDING PAD UNLESS OTHERWISE DESIGNATED TO REMAIN. 0
1`L 5.5 ACRES238,333
I 3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, Z / /'�
` Cgs 1 1 slol` EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER '.J J
Mg'. V 5,8 101 lay UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
hg`L i y �01 12`�,O �10��i Q 0
+/- 225 LF SILT FENCE I 4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL �'�/ 0
�� 8 `.
y REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS. Q (X
O / 5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED FROM 6 w
--EVA i;'
O C 11
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THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
• * C 0 ' C ` �0 OF � A• 0 0 C C �° •,, ;2• t J , 4. ill*. 0 /� ? 6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM A0��• ,��. 0 C �. ❑ � ✓:'! � QQ� � " '�. ¢ a� •�5•`� 'r � PROPERLY PERMITTED OFF-SITE FACILITY.
❑ • O� • 'O LABEL 1) GROUND STABILIZATION 7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF
COS •�� • COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 15 WORKING
• ' • • = j SITE AREA STABLIZA11ON STABILIZATION TIME DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
1 P
I' .�♦�♦• DESCRIPTION TIME FRAME FRAME EXCEPTIONS U
b • 0 ♦ - 235 LF SILT FENCE ♦ +�`�1 • �" • ryr,cj
; ' ��� -PERIMETER DIKES, 7 DAYS NONE 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
0 O ♦ J - bfek 1a ��� DITCHES AND SLOPESREPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT. 0h h ,•, • Q✓ t ' 2A{r.,t � ♦ • ��� -HIGH QUALITY 7 DAYS NONE 9• SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.,'? �' .: r, � ► k ♦ 5 ,St WATER (HQW)
� / ♦ • ti' hh h or •�' ZONES10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,et
• � � �,� ;. -_- • ,,`' '� g r?le ENGINEER, AND OWNER.
` '_ �s` �� • u a: • . SLOPES STEEPER7 DAYS IFSLOPES ARE10' OR
♦ h1g 4? ♦�� THAN ;3:1 LESS IN LENGTH AND ARE 11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 CALENDAR DAYS,
IMI .2
� hN.- 1 ♦,`rl, • �.....- 6 ?78S.Z8• . NOT BEEPER THAN 2:1 14
.. / :::' 4� 0 SF i. ��� ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED.
• h • +� ' 111:. ` ,y' '� N. y ` s9 �.1`.' ..i: ..:'• ks: I DAYS ARE ALLOWED
co h�' Qwirvi. ry _ + `)t'.. Goa4 SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES GRADING NOTE S
h6 y0 :. • `� h ' � : h x: ppa i /j/ FLATTER GREATER THAN 50 FEET IN
,� ♦ "'•► • IllrAIr�///' �// -ALL OTHER AREAS 14 DAYS ONE GRADING PERASTIONS.ONTROL SEQUENCE BEFORE BEGINNING CLEARING AND} 1y. . �'Q _ i
�' / WITH SLOPES (EXCEPT FOR PERIMTERS Q
Q Q COC ♦ ►....... + �N fir' ' / s ::
%�i THAN TTER1 AND HOW ZONES) 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
„ .44 ` t BEYOND GRADING LIMITS.
• • 0 �\ C 6 ` t hg;. , �9 -'•'. .7 18' '.e• s < 2) BUILDINGWASTESHANDLING 3. STRIP TOPSOIL TO FULL DEPTH IN
ti _
�° AREAS TO BE GRADED AND STOCKPILE
h6• 0 f• • "\►.. ""+►, .' _°s '�- i4'
.���;oi,, f �s' �', a -NO PAINT OR LIQUID WASTES IN STREAM OF STORM DRAINS 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
s I LLJ
/////�rrrr//r// s DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES Q N
4444. ♦ ! ` -4..
• / �i�• ////// 9 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
T� `� I g MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO THAN 3:1 SLOPES. '^
t ' ; 7 D ►� x - Cj'• t� �, REASONABLE ALTERNATIVES AVAILABLE �y W
()10
\ ! �' y' '`�O •\ _ 6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER W in it
+/ 226 F SILT FENCEfin_ OL ALL INLETS �'� ,'' �'•► ¢ k 9 ,� TOCKPILES MUST BE LOCATED 50 FROM STORM
DRAIANS-EARTHE AND STREAMS MATERIALS SUNLESS NO REASONABLE ALTERNATIVES AVAILABLE OCCUR. �/
°� °� " �► ' ' �`� �� - 7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED a W tV
'• 1 r 00
W4111 ♦ }� ,/ CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH IN SHED GRADE. O
• �� 1 ��� '41_- ��� • ~:, ! �60 4. �s�� SURFACE WATERS, WETLANDS, OR BUFFERS. 8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
h60 , / 0 ♦ "°�,mq, 1/ �•.,-- "(5ft *-- • 3) INSPECTIONS PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON LLJ
/► �O `> .T' p FFE 16.0 , S� i THE PLAN. (n 0 Z
• ♦ {6 i �� ;'' SAME WEEKLY INSPECTION REQUIREMENTS T
ilregirt ,,f,
��_� -- LOC _ • a • • 5 ' `\.�� -SAME RAIN GAUGE do INSPECTIONS AFTER 0.5" RAIN EVENT CONSTRUCTION SEQUENCE o 0 m >-
_ '�� ■' ■ �P r • �P .'• �S' /4/
-INSPECTIONS ARE ONLY REQUIRED DURING 'NORMAL BUSINESS HOURS" �"'
'‘‘
• �� J! _ hrO� • •
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1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND 0`�� �-- p r�� �' IWIIIIV,
• 0 - ' ` ;,�, k '. / -INSPECTION REPORTS MUST BE AVAIABLE ON-SITE DURING BUSINESS HOURS DISTURBING ACTIVITY. W ( ' /�
sac kGj h RiyN�R + 175 L' 'ILT FEN�E \ . by ' � UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED O 0 v �•�•i ■ <� •h w �EgQGE ‘�;1� 2. HOLD APRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL
-RECORDS MUST BE KEPI FOR 3 YEARS AND AVAIADLE UPCMI REQUEST INSPECTOR. r• LQG 1 I�•o -ELECTRONICALLY-AVAIAELE RECORDS MAY BE SUBSTITUTES UNDER CERTAIN.\\\
Pe
■ ■ ■ ' •E 9 p;'. ' �6p ±� - ��, 3. INSTALLGRAVELCONSTRUCTIONENTRANCE ANDSILTFENCE, COMMENCE Q r•
J s.. / CONDITIONSCLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION Y
+/- 870 LF .ILT F CE 0 (,� � ����j / •5 LF SIL' FENCE4) SEDIMENT BASINSSWALES AND SEDIMENT BASIN. ' `SEE SHEET C• FOR S& • v V
ON SEPTIC DRIP FIELD tk. : ' TIC'''.
' i ����/ =fa p -OUTLETSTRUCTURESMUSTWITHDRAWFROM BASIN SURFACES UNLESS 4. ROUGHGRADESITEANDINSTALL UNDERGROUNDUTILITIES.> . > ♦ •rDRAINAGE AREA IS LESS 1HAN 1 ACRE O
• SUBFIELD #3 • Q•` 5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED
O hRg ,y . , s• 13,g�1C / -USE ONLY DWQ-APPROVED FLOCCULANTS UNTIL UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND
o `' • '1 ; • ♦ �• ,0 NPDES - SPECIFIC PLAN SHEET NOTES FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER.
h1 •
G 6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON
• \9 1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER AS FINAL GRADES ARE ESTABLISHED.
a , ifro
411 PERMIT NCG010000:
k '' 7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE
•. •p , w ,' 2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE
STORMWATER PERMIT NCGO10000ONLY. SEDIMENT FROM SEDIMENT BASIN AND CONSTRUCT BIORETEN11ON.
SUBFIELD #2 +/- 12 LF SILT FENCE .� l / 3. THIS PAGEOFTHEAPPROVEDPLANSISENFORCEABLEEXCLUSIVELYPURSUANTTO NPDES GENERAL STORMWATER PERMIT NCG010000. EROSION CONTROL MAINTENANCE PLAN g.yflfn0 /:=1/7
ROOF DRAINS ARE TO BE PROVIDED4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND °%�eAND ROUTED TOWARD GRASS IN REAR T IS NOT PART OF THE APPROVED PLANS FOR THE PURPOSES OF 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR a^'+°'"
'\ 7C7---
/ ENFORCEMENT ACTION UNDER THE CITY CODE. r,; ,l $
OF BUILDING STABILITY AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL >-
�� • BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL
•1• Qb
//•�\ i , BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. >;- .,.. F '' •4 ,;•
:FIELD #1 2. INSPECT SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ''; <
1ST N ' ' ;j::: F ,rye "- `'
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE ;:K?; ��..' i , u
7-1 Box I` THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS �« ;k ,.:.;a•V9'",: ''r/�, Fi V� "z Tv
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f 1111 ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE �: % ••r,,;- =Yj' x`
SEDIMENT THAT IS REMOVED IN DESIGNATED DISPOSAL AREA, AND REPLACE ,, ,•_ �"4 ✓;r'
.C.
1-:
THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT "° ' . ° :. al� a'
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
�� ` / BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
.# - 4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
�9 (t/c
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
4o° N. /, VIGOROUS, DENSE VEGETATIVE COVER.
CL. N Z5. GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT m.. O ZACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT ( ^ O0 ONW\ i AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE �f CU >
LEGEND , TO MAINTAIN 6 INCH DEPTH. zCV6. INSPECT SWALES (PERMANENT DIVERSIONS) AFTER EVERY RAINFALL DURING O Z CA OzEXIST. SPOT ELEVATION • 20.0 r THE CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS O <f STORMWATER SCHEDULE FROM THE FLOW AREA AND REPAIR THE SWALE. CHECK OUTLETS AND MAKE -1 lq O^
F-
TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, O
O � /
PRO. SPOT ELEVATION X20.0 (5)HEALTHY CONDITION AT ALL TIMES. Q +- O �
DESCRIPTION DESCRIPTION PIPE SIZE LENGTH SLOPE • INVERT DESCRIPTION 1 RIM COVER CV •_ rn x O
SILT FENCE
' DRAINAGE RUNOFF FLOW -8--
GRADING DRAINAGE & EROSION C 0 N TROL �'` '� POND O N "
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SCALE 1" = 50' `�
POND OUTLET ET JB # 1 1.25 152 0.002 7.50 JB #1 13.5 -4.75
LIMITS OF CONSTRUCTION ----------- z
ASPHALT +'s $I l 1 1.25 171 .002 7.85 C B * .25 -�.1� W
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CB t B # 2 1.25 41 0.0 32 7.93 - CB #2 10.50 -1,32 ,. W
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a CB # 2 CB # :3 1.25 69 0.002 8.07 CB ##3 11.00. -1.68 x' z
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CONSTRUCTIcJi : : 1 ` CANS FOR
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JANUAFV. 2013
OWNER CIVIL ENGINEER SURVEYOR ARCHITECT
LOCKWOOD FOLLY POA JBS CONSULTING, PA SURVEY ONE, PLLC GOODRICH ARCHITECTURE, PA
MR. JOE GEISE, PRESIDENT BRAD SEDGWICK, PE MR . CLIFF WAGNER, PLS MR. H. BLAIR GOODRICH, AIA ' .Fr:FivEl
111 CLUBHOUSE DRIVE 7332 COTESWORTH DRIVE 103 MISHOE ROAD 3142 WRIGHTSVTLLE AVENUE °C ', 201
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�\ i / REAM YARD 20' 119.2'
\ SIDE YARD O Q� �J N
ONE SIDE 20' (n 1ST POLE r TOTAL 50' 58.8' W Z
Tee Box r"---,...,„.
\` y________\,,, ...------
`� O
\ J� �� ALLOVr'-=,BLE BUILDING HEIGHT = 50 FT
/ 411()I PR01✓' SED BUILDING HEIGHT = 42 FT Q LJJ CD M
...- ------- '' \ C�� ( .. f
i
OFF STREET PARKING REQUIREMENTS
MIN. SPACE SIZE = 9' WIDE x 18' LONG 0
L�J J �'
I C;�OviDED SPACE SIZE = 10' WIDE X 20' LONG O o V
M
\.... ....7./.-
MAP LOp(WOop FOLLYCOUNTRYCLUB,INC. �1 (NUMBER OF SPACES REQUIREDe-Dip600K1091, PAGE1189 /CAB. 17,PAGE 329 , PER BRUNSWICK COUNTY UDO `�(' Q
PART OF TRACT•G• i MIXED USE BUILDING/EXISTING POA BLDG/GOLF COURSE
233BA183 FACILITY SPACE USE PEQUIREMENTS SIZE REQUIRED SPACES V
/..'
R-7500 PUD
�/ GOLF COURSE
EXISTING DRIP FIELD ,p /
PRO BLDG RESTAURANT 1 1 PEER 100 SF 42372 SF 24 Ot
sr":,
PRO BLCG R INDOORPRO BLDG REC 1 PER 200 SF 1085 SF 25
EX. HOA BLDG INDOOR REC 1 PER 250 SF 2180 SF 9
1 i EX. GOLF OUTDOOR REC 4 PER HOLE 18 HOLES 7�_
111 / 7 SPACES REQUIRED 130 SPACES
SPACES PROVIDED: 127 10'x20' SPACES
+ 6 -- HANDICAPPED SPACES
/ 133 TOTAL SPACES
A,1 •
FLOOD INFORMATION ,- ; ",2 �;
\\\I
/ MAP NUMBER 3720203600J ,., €:
FIRM PANEL 2036 r- k°`''
'' V,1r
1i . r 1 ..4, �' i i ; PH.
EFFECTVE DATE JUNE 2, 2006 ) ' ,t' ;
,,„„11,
ZONE AE - 100YR FLOOD ELEVATION: ,p
= 14
WATER SERVICE PROVIDED BY BRUNSWICK COUNTY UTILITIES ."d<;;'.'">-, •:-�
�t`...., S>.4 r ivy o%>.i
allicti ASP;
� ��► SEWER SERVICE IS PROVIDED BY AN ON-SITE LPP SEWAGE SYSTEM. £ yY
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EXIST. SPOT ELEVATION • 20.0 U
PRO. SPOT ELEVATION X20.0
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DRAINAGE RUNOFF FLOW —B'�
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WCONC. PAVEMENT 'a •'..' BY:•---'- --• o_
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NOTE: CPP = CORRELATED PLASTIC Z o I I-
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BIPE.Y PIE PRODUCTIORTO BENS APPROVED CLUB HOUSE ROAD �� a
BY ENGINEER PRIOR TO INSTALLATION \ .
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1 0
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1 I N LET GT. (�
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• O Inui HIII~m w �o0 5
\ \ \ 1 \� 1 ° inn %o"� ED Oli t\•- \\ , ED GENERAL NOTES (f) }' z
t� 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH }
"� EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. 1 a
V
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cn
���•�, .9 ^ * 2. EXISTING TOPOGRAPHICAL SURVEY PERFORMED BY:910-409-0399 Q
d r •
•.woo, DECK NE
MR.SURCLIFY �WAGNER W O
•
I.
�h' !///�; woos ;;•
s' ^,; ., 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
•ail
P&p s AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE O\ \ \
Q
d • I ////////; .,': ,, .s NB,: :''''' ''
PERSONNEL.\---------- 24'
• G • O
" ♦. 2-Story • 4. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE
,d `/� Xd J ` WoodFrame MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE,
\�/�•\` / \' \ �� $ ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODESO
i�/4\�/i / 'W"wm,,,, fPOA Building o"`Lttlll��"' 1/,� :a, It s ` Z s • , FF EL 15.42 IaFF EL 25.78' 1 AND NATIONAL FIRE PROTECTION ASSOCIATED CODES AND AS ADOPTED
AD
.tx �'� CURB STOP (TYP) p� ^ryr' +/- 2,180 SF a �1 ppDL c°, BY THE AUTHORITIES HAVING JURISDICTION.s . /�/ O
•
__SEE DETAILBM5 03 ti' d `� �,,R* o '' }L AC ENCLOSURE $ 1' S. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS
.L# E Oak\ .,, �'y " r " '" 6 SOLID FEN .s FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO
�' . LP 1$" Cp• ' • • �.. ,•'„ w s' ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH./ f 0
. Y �" -°-._ ti' j • ////// SE SAME SIu1tJ s4(+. 5
G iA a I?_ r '" EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED
\ \ ^'" %% \ f1 • CPR tS ��lr ;.y Ae •. PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING
56
a !�, ccy e l/ s ;Co • m ( ''' PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANYO
��iy. Ir Sy a O ';., 1,�%'�� 1 _" • '. .. '. ' ' CLAIM FOR ADDITIONAL CO Ti/�\� \ ` ° S RELATED TO THE SUBSTITUTION OF ALTERNATE
/ °! \1� j `_ a a �: �! vim •�, is • • �.. • ' EQUIPMENT.
�`ii r/��. 3 i�/,�:�, '''� $a 120.0' ""� i DECK 7. CONTRACTOR SHALL NOTIFY NORTH CAR
OLINA",+. o ^ �,," '� tl llllllllllll/ll/l/ll/l/lj
r. �'�
i $1g!o'''''
,i,�\� ALL" AT
.'7.,:.,
LEAST48 HOURS PRIOR LIBEGINNINGC CONSTRUCTION
800 632 4949 AT UTOOR
°T} wrr „ ••:gyp° 120.0 +w►' <. / EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
t ,.,11) I ` • n' !""• a ";r,� �� LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
%//,\� �%i .•row • 4./ "143 a % 64'01, ' ' • 8. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY
(13
ry q /�/,\� t 3Q C(a i . 9,g s• C �!
�. 1� YS \`�� / + pq a,/ / / rs 2 w \ •
°r PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
' WILL BE PAID FOR BY THE CONTRACTOR.
/,�, i / : •• t'S tD 0 14- •0 is 4• " CPP o / p I
li� / p, '"`"+,,,� xr� a ■ ■ • vi tN o • cp�41.
''',...„.1 r 9. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, UNLESS OTHER WISE NOTED.
p� /��\ ;'^'�' rr,,,,r, O err" +ryw : { y . i.. 11 O Q 'rl!!t!0, \\ '` ' 10. ALL SIGNS ARE REVIEWED AND PERMITTED SEPARATELY FROM THIS SITE
ifi, • aim Q
1e ""'0d "�' S • � " @'r ; .. '' '.• ce
4, r \ � PLAN. PLEASE CONTACT MARC PAGES, BRUNSWICK COUNTY 910-
i.
• I �d 130.0' * ! (.' rr �•'� TO OBTAIN SIGN ( 253-2056)
�r jy��7It. • • t� •Z r \ PERMIT APPLICATION. 0
��' AMNIA xD '�4t .*,Is •r r �,, •I...4,,,, �. 'r 1 �` �Yi'!t
NV d„d topf .NT *`+"'"'• w ,y 110 0 • + ' 11. ALL PROPOSED OUTDOOR LIGHTING WILL BE DESIGNED AND INSTALLED IN A
•1 N • ' p :; " o ' •", en. „SOP MANNER THAT IS CONSISTENT WITH ALL DEVELOPMENT STANDARDS STATED Z
• • �i�
C�.� ! $3 15 TYp r „� ''• o" ;� \ UNDER SECTION 6.6, OUTDOOR LIGHTING OF THE BRUNSWICK COUNTY UNIFIED
p
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,g. CPP 4 '• •• «.r r:s 0•4.0 s. ro !� ED / DEVELOPMENT ORDINANCE (UDO). 0
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12. THE OWNER AND THE PROJECT ARCHITECT ARE AWARE THAT ALL ,^ N
•iri ;Iroo",...00MMIMME
q� ; 6gO7' \ V/ 1�
/\� ■•,t 9, \� PROPOSED BUILDINGS AND STRUCTURES MUST BE DESIGNED AND CONSTRUCTED
0 / W 0 Nt
41
• ■ "'• : •,",,, •^ 7# }' f7 • r n i �� lIN A MANNER THAT IS CONSISTENT WITH THE BUILDING FACADE DESIGN MM•• STANDARDS STATED IN SECTION 6.5, BUILDING FACADES OF THE UDO. W�o' ■ ■ - 109.0' e> b ' ;,= OWN0.
•
wU
moZ��� ` 90`.0111%ftAd
a �,� �. , 64'�l' ��������� i ' �1PAVING NOTES W Z
\ a -- . � a -J �� Oa Q 370 SF SIDEWALK // I 1. AFL FPUMENT, BASE AND SUBGRADE SHALLCONFORMTO NCDOT12'x55' L�ADIN ■ •• ■ kl -_ STANDARS INCLUDINGWOR
i �� /��/ KMANSHIPI MATERIALSANDEQUIPMENT.te
Q �j•� w• *' \* yr 1 •. `\ rAPPROPIA BARRICADES, SIGNS, LIGHTSOROTHERTRAFFICCONTROL U1•
' DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN
^ro -iiii °• g q �`:ag Dro�' U _ SAFETY AND TWO WAY TRAFFIC.
r''.1
.
_ / oW / �
ROLLER CART LNCLOSURErn a 7a RE 179.2• ,r 2. USE WH"I'E LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
O O V O_
s tw"Y �liy •S e 9 NCE w or AR rgRD 1 r
i�/\� .: L .. "It. ; �A. SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY .�,/ w v •
. wdi"• USE SAM S UILD! �� <` d MIXED, QUICK DRYING, NON-BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED
r
\ AT OWNER'S OPTION FOR NIGHT REFLECTING. O r
` 1 ,4' l>d
'^ \ii ,e'Yew•(p" 1u ,' . .•, •..° D . •'Pti? D . > f�� \ I 3. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM r
• COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
• co • Uh ^�. d.1/0.oa 16•w"••°° /i/��\\ °...> , °.ice+ r ` ,
CO. , • r0• DRIVING RANGE °d` "• -10,;
/ 4. ALL DIRECTIONAL ARROWS SHOWN ON THE SITE PLAN SHALL 9E PAINTED ON U
�111 t" .06.... , oa. I s---- r ASPHALT SURFACE PRIOR TO CERTIFICATE OF OCCUPANCY.
N � � •mo• w S.
��//! e t4Y • TEE BOX '. • dam► �-�#� ,° • ,f0. I �. I- 10
. I -----/ i 1 :
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• h. '
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1 m • .
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�h' O ii id wr.•od VC . 0
• i . •• 'i • EID:Yc'15. NOTES
o� t/ / D \\*
�^ w.� �� �� • x \ II
1. AN ALL WEATHER DRIVING SURFACE FOR EMERGENCY VEHICLES MUST BE
C3
• ,\ti 4 . 1
' MAINTAINED DURING CONSTRUCTION.
• a. • •
3'\.
E . 7\gilt I / , a 2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY. • f�lfrr`, 'a"`"rrra��>
• r
�' •� • h \ \� \ 3. ALL MATERIALS UTILIZED IN THE CONSTRUCTION OF THE UTILITIES WITHIN , "..4 �. \ \ \ r. {��� ♦ • (I:":)
�_� \ THE PUBLIC RIGHT OF WAY SHALL BE NCDOT APPROVED MATERIALS. ifril,; *•r� ../�#'y' '
��� h' ^}•'%. F a 5 i .. i:.'
• i
4. CONTRACTOR IS TO PROVIDE ALL NECESSARY TRAFFIC AND SAFETY "`
p� �• A 1 / -'---,,:_//
i/ CONTROL DEVICES IN WORK AREAS. jf I `�
5. FIELD VERIFY EXISTING UT1LITlES FOR CONFLICTS PRIOR TO CONSTRUCTION, ,.. ._"r;,,;r,< r=°f'` ;"
- 11 �_4000
11 SUBFIEI D #3o c «,-; •za;,
�I'�u 11,.. iT� •R ^. d r ��'�rsr�zr t yESKt �
� �I �� •
, •
6. CONTRACTOR IS TO NOTIFY (AT A MINIMUM) THE FOLLOWING COMPANIES FOR �f.«z:;,�;;,;:,=F
'=p 1 / LOCATION SERVICES:
=1;�\ �1 \ ' BELL Ll OSOUTH 11-800-392-87 29(STEVEODAYVAU T)ADVANCEURS IN
Q
7. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE D_ Q) io I-
,
A_ 0000
i;; ill; \I gUBF\E�D #2 • / PROTECTION FENCING (IF REQUIRED) WILL BE INSTALLED AROUND PROTECTED •> O z
1 � TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, r I� -- ct w
1\ ==; 11 •'').
/•
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION. v N rn 43 w
1111 -'; 7
8. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAY U z
ARE TO BE THERMO PLASTIC AND MEET COUNTY AND/OR NCDOT STANDARDS.• °� <i Q 11 --1 1 f/ C O §
_�, „aFIE�D #� 9. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN O~
AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS AND BE z r- U
LEGEND MAINTAINED BY THE OWNER. Z N 0) x
EXIST. SPOT ELEVATION • 20.0 PROPOSED SITE PLAN o ``
PRO. SPOT ELEVATION X 20.0 SCALE: 1,. = 50'
U 1
SILT FENCE Z
-CD
<.,
w
DRAINAGE RUNOFF FLOW -0-- W
W
0 LIMITS OF CONSTRUCTION --------------- Z
w
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a ASPHALT I
w I
w I
. FC . E"w CONC. PAVEMENT1) '
z
rl N
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TRAFFIC ARROW /EFoREYoUDIG SHEET
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(2) Q TREES TO BE- a
STOP
CALL nc. 0 2
40 T
40 80 120 wwW.811 nc.ORG
REMOVED IT'S THE LAW
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op
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2��7 ` ' OG� 0 v w
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D07 ` CLUB HOUSE ROAD \P
307 cn
1p•3 • � O
B u� I1
/7 �OC12.8 13� Spy � U LJ.J
ok
+/- 190 LF SILT FENCE CO�R ! ^
V !
C INLET GT.
• 6.3
• �1 , • Si \.1.3.1 O • 478 Li _j 0
`�+ • \'\ � ` GhANNEL 51DE DRIVE SITE ! n O /_�
3.4 tJ 1
7.
�. � ■� tlik
VICINITY NAP z
11i,�Gun s.2 •S.o Z
1111� � l/lllj
v 11141
N.T.S. < O U
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r/rr����� EROSION CONTROL NOTES Ct 0
n I ire 1:.2 0tol I Q z
¢y 1¢5 i 1. ANY CONSTRUCTION ACTIVITY BEYOND THE 5.5 ACRE LIMITS SHOWN ON THE PLAN IS A
1¢6 i VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINES. J
I
d
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN PARKING w j
1¢ W , LIMITS OF DISTURBANCE I LOT/BUILDING PAD UNLESS OTHERWISE DESIGNATED TO REMAIN. 0 O O c)
1,��h 8 111
238,333 SF I 3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, Z / n
r Ce ' /5 8 ,N'� 5.5 ACRES I EXUNISTING SUITABLERUCTURES ABOVE MATERIAL WITH INAND THEBLIMOW GITS RADE,CONSTRANIC UCTION.CTION,ATERIAL OR ANY OTHER (J J
,g O� 12.2 p` �% WW�WWW
-e- 'lila Willi
`` +/- 225 LF SILT FENCE I 4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL Q �O/ Q
�`( REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS. Q L1
90 C 0 ••1 '77:; % 11 6 /� 5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED FROM w O
` 0 - 0 * C C 0 C ` 0 +�q •J. ,1% : g O �• / THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. O
• 0 0 '■ / C C �� t '. OP
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM A CD
��� ,,g• C 0 1� ❑ a. C C 4Q� - - 4.4 ¢$ raj• ���', PROPERLY PERMITTED OFF-SITE FACILITY.
0,❑ `'` • ® 0 • '■ 'O LABEL 1) GROUND STABIUZATION 7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF
,� , 30 �N' COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 15 WORKING
0j / , • • SITE AREA STABUZATION STABILIZATION TIME DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
G ��� DESCRIPTION TIME FRAME FRAME EXCEPTIONS U
• - 235 LF SILT FENCE t` • • \ 11%Hi • . • • s 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
i �b • • P ft. #4,4• //,,• ��� -PERIMETER DIKES, 7 DAYS NONE REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
Co O • f o O rj �► .' DECIt �3 `•`•� DITCHES AND SLOPES O
,.A' • .„w0 :-.• ,,6. � '*► �► ' �{ ," •• ♦ s ����� -HIGH QUALITY 7 DAYS NONE 9. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
° I,•,�• / "'wr> • • ,N � ``•• • �� Oo�Stor pcck ���� Y. ': %.' '.a.'',',: 1' ♦�♦�♦� ZONES (HOW) 10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,
r ' WATER
` ►� ` ` ' FF euildme s s ��� ENGINEER, AND OWNER.
STEEPER 7 DAYS IF SLOPES ARE 10' OR
111111
�- '.. �" ...„„„0/:„.,:,,:„...,,i,
• "'�+ ti +cF eCC lS•429 >UB Y ♦♦• THANIE3:1 LESS IN LENGTH AND ARE TR CTION CEASESIN ANY AREA FOR MORE THAN 15 CALENDAR DAYS,
`Y;: 1r;, \: ,... / 2S. 11. IF ACTIVE CONSTRUCTION
. ilimi %
•
O "�' :. 1`U . 1 14 UST BE SEEDED, MULCHED, AND TACKED.
.. *rrr. . " "�•�.,, 41 • 2•lBp SF ' i ��� ALL DISTURBED AREAS M D D
t!
111
� ;; ;:.. . .. "":.' '::: . .. .:. "� ` ` N 'b '.s :,rs. . . DAYSSAREEALLOWED2.
`l�-"'.' t .:` 1 14 DAYS 7 DAYS Co. ... . cA e.: ,'a 4 ;..y i ec, .. / FLAPTEESR3. OR GREATERFTHANL50EFEET IN GRADING NOTES
N
• r� • ,gyp , ;; B �, .‘ ' f • . Pool.
/�/ LENGTH CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND
• ` • °� / y / /// 1. INITIATE EROSION 0 EQ
s �I I • +rw. • • Alttliiiiiiiii1111111* -
►- R • it c •' % mIwiiIiiI*4i/�/• :s•: , WITH SLOPES-ALL OTHER AREAS 14 DAYS NNE(EXCEPT FOR P I R GRADING OPERATIONS.
111. "i �O • riyfr +p \► �':. 'i // AND HQW ZONES)ER MTE S
0 0 w C s�. l /�� TM N?E4 1 D Q ES) 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
0 • ...' : 0 4 1�` � • w `T 441141.!..
\\ `1`, i,fYev�''' s BEYOND GRADING LIMITS. O
0C �. `w. ,v \ 7 s
• • 0 C :141111111• 4 ,,
'� 9 :•s,':'.:: $i>ee {'t S": �g t' 2) BUILDING WASTES HANDLING 3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE. a
,6 Cco 4 1► ► ,°lr , 1ti ♦ „�///brrr s.', -NO PAINT OR LIQUID WASTES IN STREAM OF STORM DRAINS 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. W
�^ �� ,ti' , ► • ` /�/// //%jam; s -DEDICATED AREAS FOFi DEMOLITION, CONSTRUC110N AND OTHER WASTES 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER �_ �J
�' • " /�/` MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO
REASONABLE ALTERNATIVES AVAILABLE THAN 3.1 SLOPES.
ram "+ '* + e6 '1°() ,,':-:;--.-
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER W 0
+/ 226 f F SILT FENCE Al • � _ k ,' -EARTHEN-MATERIALS STOCKPILES MUST BE LOCATED 50 FROM STORM OCCUR. N
• �i'OL ALL INLETS v,� • .�'::. O �J�° DRAIANS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE L� 00
°� °� ► '4'"" N6' •�'/� 7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. n- W N
• 4D 4j }/. _ -CONCRETE MATERIALS MUST BE CONTROLLED TO AVM.: CONTACT WITH �/)
` j �� _- �' • • • I • '•t': ' 0 �, SURFACE WATERS, WETLANDS, OR BUFFERS. O N
t / • ```-suet ` ,ro 4 ,',43,
) 8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE " U,6 N • *44,ir 3 INSPECTIONS PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON LLI Z
/� 90 .r , tO FFE 16.0' ,♦i �0i, ' THE PLAN. V) O
• ♦ ro. ♦ :`f -SAME WEEKLY INSPECTION REQUIREMENTS
704 •Loc.• . - =� CONSTRUCTION SEQUENCE Q m
��` - -_ LOC • p Al • �!• :�� -SAME RAIN GAUGE & INSPECTIONS AFTER 0.5' RAIN WENT
_ • �v�, O J
�' - ■ •P" rD • r "1.8 i -INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
r,,5• /►� °� _r.__ ■ •N6' • , • , • o ,,2 1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND.‘0• �� D Z' - ■ .D ,6• -INSPECTION REPORTS MUST BE AVAIABLE ON-SITE DURING BUSINESS HOURSDISTURBING ACTIVITY. wJ■ LO a Day + - 175 L• 'I • . / D V Q.�- a ��i• h by LT FENE kt‘ .Ik� UNLESS ASITE-SPECIFIC EXEMPTION IS APPROVED Oy� • �• ■ Nt*' 7 •1 �eD avDF " "•q .i 's, / ` �/ 2. HOLD A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL2..4' ■ • BD1 p ."``r, ♦ -RECORDS MUST BE KEPT FOR 3 YEARS AND AVAIABLE UPON REQUESY INSPECTOR. r V)
■ ■ LOG E i �t;o 1 \ ♦. -ELECTRONICALLY-AVAIABLE RECORDS MAY BE SUBSTITUTES UNDER CERTAIN 3, INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE v O r
■ ♦ 9 Dro,I. •".'s :. 53O ��� CONDITIONS CLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION y
O- `�� , ♦.• •5 LF SIL' FENCE SWALES AND SEDIMENT BASIN.70 ' `
+/- •870 LF :ILT F CE 0 L3 ' ' `U e •� 4) SEDIMENT BASINS v U
SEE SHEET C• FOR S&' 0 t 7- ' ,,,,0....:
.ON SEPTIC DRIP FIELD • •: -OUTT�TSTRUCTURESMUSTWITHDRAW FROM BASIN SURFACES UNLESS4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES.
,♦j• \ �: DRAINAGE AREA IS LESS THAN 1 ACRE O
5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED
• SUBFIELD #3 •.• •.: • • • 13 6C • / USE ONLY DWQ APPROVED FLOCCULANTS UNTIL UNDERL.:.OUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND J
,10 h0 ••\ g� •1�� ' , • • .r•o NPDES - SPECIFIC PLAN SHEET NOTES FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER.
• ,. . t. [ 6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON
' \, 1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER AS FINAL GRADES ARE ESTABLISHED.
a , PERMIT NCG010000:
• / 7. ONCE CONSTRUCTION IS COMPLETE AN
D ALL DISTURBED AREAS ARE
i e ° D' OP; _ / ' 2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE
i ':.D STORMWATER PERMIT NCG010000 ONLY. SEDIMENT FROM SEDIMENT BASIN AND CONSTRUCT BIORETENTION.
SUBFIELD #2 \ •
' +/- 12 LF SILT FENCE IP' / 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT
TO NPDES GENERAL_ STORMWATER PERMIT NCG010000. EROSION CONTROL MAINTENANCE PLAN/e7
.4 SltFffNfiff}f,!yfJjK,.
av,,
. / NOTE: ROOF DRAINS ARE TO BE PROVIDED 4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND 42 " ‘,' ��s'
6 %: e ; BY GC AND ROUTED TOWARD GRASS IN REAR IT IS NOT PART OF' THE APPROVED PLANS FOR THE PURPOSES OF 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR (�
_ --_---� ENFORCEMENT ACTION UNDER THE CITY CODE. ; ' la
Putt, , ?:;';
/ STABILITY AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL
OF BUILDING Atir:„,,,4:.!'
; ` :.p. ,,•� see .• BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL/ , BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.•
I . , •�• .;/\
1s'I 2. INSPECT SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT " ;:FIELD1 esry RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE : ,£ f
I�' Q e♦ \
THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS �' °` ''
r Box I :;•..,.'''",'-9 G: L:: y� ,..`"
, ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE � j,,,`'%f»,;i,i,,.,,u='T
€rv'
I / SEDIMENT THAT IS REMOVED IN DESIGNATED DISPOSAL AREA, AND REPLACE 'v,F° !`3 ,;r, °�4«
I I / THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT 4s ' '1, O t! ;e
it
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
' BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
\� �/ REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
ir
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dy ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A Q
�o0 / VIGOROUS, DENSE VEGETATIVE COVER.
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5. GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT 0
` �/ ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT ( n O C\i W
\\ / '/ AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE v 4 N O CO O 4 W
LEGEND '/ TO MAINTAIN 6 INCH DEPTH. .� O
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6. INSPECT SWALES (PERMANENT DIVERSIONS) AFTER EVERY RAINFALL DURING O Z O z
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STORMWATER SCHEDULE FROM THE FLOW AREA AND REPAIR THE SWALE. CHECK OUTLETS AND MAKE --� V) Cfl
TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, n O 0
PRO. SPOT ELEVATION X20.0 HEALTHY CONDITION AT ALL TIMES. O �-• O O i__.
SILT FENCE DESCRIPTION DESCRIPTION : PIPE SIZE LENGTH SLOPF_ INVERT DESCRIPTION RIM COVER z N .E al x LU
� � ��
DRAINAGE RUNOFF FLOW -'6,-- GRADING, DRAINAGE & EROSION CONTROL Start Staff FT LE 7.2�� POND 0
i
LIMITS OF CONSTRUCTION ----- •----- SCALE: 1„ = 50' POND OUTLET JB # 1 1.25 152 0.002 7.50 : JB #1 13.5 -4.75 0
z
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CB #2A CB #213 1.25 143 0.002 8.35 CB #DB 12,20 -2.60
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LIMITS OF CONSTRUCTION -- — — — — —
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INLET PROTECTION CAN NOT BE INSTALLED.
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NOT TO SCALE
UIJIV.J II\\/LA Ilvly L—Iv II�T Y1.v`�
1'-6" X 0.080 STD ALUM
HANDICAPPED PARKING SIGN TO READ
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RESERVED BOLTS AND WASHERS. ❑
PARKING g" x 1'-0"x 0.080 STD ALUM. SIGN TO READ
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POST WITH %"CANDIUM PLATED NUTS,
COLORS BOLTS AND WASHERS.
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND TREATED WOOD 4" X 4" POST
BACKGROUND - WHITE
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2 DErKM TO RE WA" 4' ASOW DQSTIWG )£t2TA ITLNI.
FASTF,i ERS TYPES 9W-L BE STAIR SS SM CMS
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SCALE: NTS
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LIGHT BROOMING
1 /2" EXP. JT. FILLER ® 48' O.C.
4" 3000 PSI CONC.
b
• p Q b b ® � •.
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NOTES ALL EDGES TO BE EDGED W/ 1 /4" PAD
CONCRETE WALK SECTION
NOT TO SCALE
WHEE
91
EARIMMALL
3" BRICK WALLS
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PLAN NOTE:
'
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2. ALL CONCRETE TO BE CLASS "A"
CATCH BASIN
NOT TO SCALE
CATCH BASIN TO BE BRICK OR CONCRETE USE NCDOT
STD.840. 10 OR 5TD.840.02, USE 5TD.840.0 I FOR
FRAME, GRATE, AND F100D
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EDGE OF PAVEMENT
WHEEL STOP
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i
HANDICAPPED
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PARKING DETAIL
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STALL SIDE
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SUBGRADE------�—�—� �—
COMPACTED TO 100%
AASHO TO 6" DEPTH
ASPHALT PAVEMENT SECTION
NOT TO SCALE
4"
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IT'S THE LAW
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JOHN 8c ANNETTE SMITH CHUNG AE SHAH ELIZABETH WILSON
203607578504 203611578456 203611579420 PRESTON BERGEN, JR. REGINALD & DIANE ETUX
R-7500 PUD R-7500 PUD R-7500 PUD 203611579393 203611670255
SINGLE FAMILY RES SINGLE FAMILY RES SINGLE FAMILY RES R-7500 PUD R-7500 PUD
SINGLE FAMILY RES SINGLE FAMILY RES
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Scale: 1" = 20'
1���'LUBHO
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5 203 1 '42" E
90.02' LOT #1
PRO.TENNIS C URTS
120' X 12 '
14,400 F E UA
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203606377840
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GOLF COURSE
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100% AA5HO = _ _
C,I IRCPA(1F I -I I-k I-k ILl I I -I I-�-I I-1 k-
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AA5HO TO 1 2" DEPTH -III =1 I I I I I —I I I= 1 —1' I_I II _ I-
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40 60
TENNIS COURT SURFACE
NOT TO SCALE
THE LINKS HOA
203611672010
R-7500 PUD
MULTI -FAMILY
NEW TURNOUT
ry t
107 5F PAVEMENT
7
41
EX.TENNIS COURTS
+/-108' X +/-120'
R5,0' 12,950 SF BUA
J O
o O SEE STRIPING DETAILS ON
` y0 SHEET L1
7
40
C111k, 1 /
H 1. I L I I J
CD O
CONTROL JOINT (3/4" DEEP W/ \
1/4" PAD) ® 6' O.C.
LIGHT BROOMING
1 /2" EXP. JT. FILLER CAD 48' O.C.
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1 /4" PAD
CONCRETE WALK SECTION
NOT TO SCALE
4" 3000 PSI CONC.
v
C EW DR E\
GRADE T
81335 PAVE
EX, PARKING LO
THERE ARE NO WETLANDS LOCATED ON THE
SUBJECT PARCELS
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SITE DATA
ADDRESS: 18 CLUBHOUSE DRIVE, SW
SUPPLY, NC 28462
ZONING = CO R-7500 - PUD
THREE LOTS PARCEL
LOT PIN NUMBER NUMBER
AREA
3 203611579062 233BA16302 0.68
ACRES
2 203611578120 233GD009 0.69
ACRES
1 203611577146 233GDO08 0.51
ACRES
TOTAL AREA 1.88
ACRES
BUILDING SETBACKS
FRONT 30 FEET
REAR 20 FEET
ONE SIDE 20 FEET
TOTAL 50 FEET
FACILITY DESCRIPTION SURFACE TYPE
QUA
EX TENNIS COURT ASPHALT
12,950 SF
PROPOSED DRIVE & TURNAROUND ASPHALT
1,000 SF
PRO TENNIS COURT ASPHALT
14,400 SF
FACILITY 1 HORSE SHOE GRASS
0 SF
FACILITY 2 BOCCE BALL COMPACTED CLAY 1,150 SF
FACILITY 3 GAZEBO WOOD
535 SF
FACILITY 4 SHUFFLE BOARD CONCRETE
1,250 SF
FACILITY 5 BASKETBALL CONCRETE
2,000 SF
PRO SIDEWALK CONCRETE
1,150 SF
NEW DRIVEWAY ASPHALT
894 SF
TOTAL
35,329 SF
SUMMARY EXISTING BUA
12,950 SF
PROPOSED BUA
22,379 SF
CONSTRUCTION NOTES
1. EXISTING TENNIS COURT TO REAMIN IN PLACE. EXISTING FENCING TO BE
REMOVED AND EVALUATED FOR USE ON THE PROPOSED TENNIS COURTS. POLES
AND SUPPORTS TO BE DEMOLISHED AND REMOVED FROM
THE SITE AT THE
CONTRACTORS EXPENSE. FENCE POLES TO BE CUT OFF AT FLUSH WITH THE
EXISTING GRADE.
9 PRnPnSFD TENNIS miIRT Tn RF rnNSTRUCTFD AS -HOWN nN THE
ATTACHED DETAIL. FINAL SURFACE COATING AND COLOR TO BE SELECTED BY
THE OWNER. SURFACES OF OTHER FACILITES TO BE DETERMINED BY THE
OWNER AND CONTRACTOR. SURFACES INDICATED IN SITE DATA ARE BASED ON
"TYPICAL" CONSTRUCTION.
3. TREES TO BE REMOVED ARE INDICATED ON THE PLAN. ALL OTHER TREES TO
BE TRIMMED BY PROFFESIONAL ARBORIST. FURTHER TREE REMOVAL TO BE
DETERMINED AT THE TIME OF CONSTRUCTION. ALL TREE TO REMAIN SHALL BE
PROTECTED BY USE OF TREE FENCING.
4. BASIS FOR DESIGN OF THE TENNIS COURT LIGHTING IS EQUIPMENT PROVIDED
BY TECHLIGHT OF DALLAS, TX. USE OF LIGHTING BY ANOTHER MANUFACTOER
WILL REQUIRE AN ADDITIONAL LIGHTING PLAN BE SUBMITTED AND APPROVED BY
BRUNSWICK COUNTY ZONING DEPARTMENT. TENNIS COURT LIGHTING TO BE ON
A TIMER AND SWITCH SYSTEM THAT WILL ALLOW THE LIGHTING TO BE TURNED
OFF WHEN NOT IN USE. IN ADDITION THE POA SHALL SET A TIME LIMIT ON
WHEN THE LIGHTING SYSTEM CAN BE USED FOR ACTIVE PLAY.
5. FENCING AROUND NEW TENNIS COURTS TO BE CHAIN LINK, VINYL 3/4"
COATED MESH, 12' HIGH. FENCING ON THE WEST SIDE OF COURTS TO PROVIDED
WITH DARK GREEN WIND SCREEN.
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
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LEGEND
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GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING, GRUBBING AND
GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1
SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING
ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE CLEARING
AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION SWALES AND SEDIMENT
TRAPS AND BASIN.
4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES.
5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT
BASIN.
EROSION CONTROL NOTES
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 1.6 ACRE LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINES.
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN ROAD RIGHT OF
WAYS UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM A
PROPERLY PERMITTED OFF -SITE FACILITY.
7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,
ENGINEER, AND OWNER.
11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 CALENDAR DAYS,
ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN
APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
EROSION CONTROL MAINTENANCE PLAN
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. SEDIMENT WALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
3. WILL
ALL AREAS L BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
4. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WALL BE
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
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JOHN & ANNETTE SMITH CHUNG AE SHAH
03607578504 ELIZABETH WILSON
203607578504
00 PUD 203611578456 203611579420 PRESTON BERGEN, JR. REGINALD & INANE ETUX
R-75R-7500 PUD R-7500 PUD 203611579393 203611670255
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°LUBHOUSE DRIVE
5 52033127" E
5 4311 �,1 W
LOCKWOOD FOLLY COUNTRY CLUB, INC
203606377840
R-7500 PUD
GOLF COURSE
1 112" TYPE 1-2
BITUMINOUS CONCRETE
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CONTROL JOINT (3/4" DEEP W/
1 /4" PAD) ® 6' O.C.
LIGHT BROOMING
/- 1/2" EXP. JT. FILLER ® 48' O.C.
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1 /4" PAD
CONCRETE WALK SECTION
NOT TO SCALE
4" 3000 PSI CONC.
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MULTI —FAMILY
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NO SCALE
SITE DATA
ADDRESS: 18 CLUBHOUSE DRIVE, SW
SUPPLY, NC 28462
ZONING = CO R-7500 - PUD
THREE LOTS PARCEL
LOT PIN NUMBER NUMBER AREA
3 203611579062 233BA16302 0.68 ACRES
2 203611578120 233GDO09 0.69 ACRES
1 203611577146 233GDO08 0.51 ACRES
TOTAL AREA 1.88 ACRES
BUILDING SETBACKS
FRONT 30 FEET
REAR 20 FEET
ONE SIDE 20 FEET
TOTAL 50 FEET
FACILITY DESCRIPTION SURFACE TYPE QUA
EX TENNIS COURT ASPHALT 12,950 SF
PROPOSED DRIVE & TURNAROUND ASPHALT 1,000 SF
PRO TENNIS COURT ASPHALT 14,400 SF
FACILITY 1 HORSESHOE GRASS 0 SF
FACILITY 2 BOCCE BALL COMPACTED CLAY 1,150 SF
FACILITY 3 GAZEBO WOOD 535 SF
FACILITY 4 SHUFFLE BOARD CONCRETE 1,250 SF
FACILITY 5 BASKETBALL CONCRETE 2,000 SF
PRO SIDEWALK CONCRETE 1,150 SF
NEW DRIVEWAY ASPHALT 894 SF
TOTAL 35,329 SF
SUMMARY EXISTING BUA 12,950 SF
PROPOSED BUA 22,379 SF
CONSTRUCTION NOTES
1. EXISTING TENNIS COURT TO REAMIN IN PLACE. EXISTING FENCING TO BE
REMOVED AND EVALUATED FOR USE ON THE PROPOSED TENNIS COURTS, POLES
AND SUPPORTS TO BE DEMOLISHED AND REMOVED FROM TAE SITE AT THE
CONTRACTORS EXPENSE. FENCE POLES TO BE CUT OFF AT FLUSH WITH THE
EXISTING GRADE.
PRnPnSFD TENNIS rt7l1RT Tll RF r()Nr,TRHCTFn A4 CROWN nN THE
ATTACHED DETAIL. 'FINAL SURFACE COATiNG AND CUi_i1R IU BE SELECTED BY
THE OWNER. SURFACES OF OTHER FACILITES TO BE DETERMINED BY THE
OWNER AND CONTRACTOR. SURFACES INDICATED IN SITE DATA ARE BASED ON
"TYPICAL" CONSTRUCTION.
3. TREES TO BE REMOVED ARE INDICATED ON THE PLAN. ALL OTHER TREES TO
BE TRIMMED BY PROFFESIONAL ARBORIST. FURTHER TREE REMOVAL TO BE
DETERMINED AT THE TIME OF CONSTRUCTION. ALL TREE TO REMAIN SHALL BE
PROTECTED BY USE OF TREE FENCING.
4. BASIS FOR DESIGN OF THE TENNIS COURT LIGHTING IS EQUIPMENT PROVIDED
BY TECHLIGHT OF DALLAS, TX. USE OF LIGHTING BY ANOTHER MANUFACTOER
WILL REQUIRE AN ADDITIONAL LIGHTING PLAN BE SUBMITTED AND APPROVED BY
BRUNSWICK COUNTY ZONING DEPARTMENT. TENNIS COURT LIGHTING TO BE ON
A TIMER AND SWITCH SYSTEM THAT WILL ALLOW THE LIGHTING TO BE TURNED
OFF WHEN NOT IN USE. IN ADDITION THE POA SHALL SET A TIME LIMIT ON
WHEN THE LIGHTING SYSTEM CAN BE USED FOR ACTIVE PLAY.
5. FENCING AROUND NEW TENNIS COURTS TO BE CHAIN LINK, VINYL 3/4"
COATED MESH, 12' HIGH. FENCING ON THE WEST SIDE OF COURTS TO PROVIDED
WITH DARK GREEN WIND SCREEN.
APPPOVEDA-O'"'
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
!¢ Zoif
LEGEND
ASPHALT PAVEMENT
CONC. PAVEMENT a a a Q
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EXISTING CONTOUR
PROPOSED CONTOUR 5
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VICINITY MAP
N 0 SCALE
GRADING NOTES
1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING, GRUBBING AND
GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1
SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING
ACTIVITY.
2. HOLD A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE CLEARING
AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION SWALES AND SEDIMENT
TRAPS AND BASIN.
4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES.
5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
6. STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT
BASIN.
EROSION CONTROL NOTES
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 1.6 ACRE LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINES.
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN ROAD RIGHT OF
WAYS UNLESS OTHERWISE DESIGNATED TO REMAIN,
3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM A
PROPERLY PERMITTED OFF -SITE FACILITY.
7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,
ENGINEER, AND OWNER.
11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 CALENDAR DAYS,
ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN
APPROVAL IS GRANTED BY THE EROSION CONTROL OFFICER.
EROSION CONTROL MAINTENANCE PLAN
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. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
3. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
4. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
- CEIV
� ,SUN 16 2011
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HOLDEN BEAC"
VICINITY MAP ATLANTIC OCEAN
NTS
PROPOSED
TRACT 6 CONDOS
n
BOUNDARY
459 ac.
LINE
BEARING
DISTANCE
L1
S 53°16'17" E
53.52'
L2
S 72°45'20" E
20.11'
L3
S 73°38'47" E
65.39'
L4
S 64°48 01 ' E
57.65'
L5
S 26°1022" E
41.32'
L6
S 21 °54'05" E
86.06'
L7
S 04°09'56" W
73,80'
L8
S 1.2°30'36" E
26.46'
L9
S 63*1 T39" E
14.95'
L10
S 66°1856" E
8.88,
1-11
N 64p0 55" E
43.78'
L12
S 55°06'09' E
42.24'
L13
S 30°48'28" E
133.14'
L14
S 06°56'26" E
20.41'
L15
S 19°03'07" W
70.23'
L16
S 52°42'33" W
45.52"
L17
S 51°13'55" W
69.79'
L18
N 83032'01" W
255.56'
L19
N 70°32'01" W
118.00,
L20
N 55°27'47" W
40.13'
L21
N 35°59'19" W
37.99'
L22
S 05*27'12" E
93.60'
L23
S 44°25'52" E
183.89'
L24
S 44°52 O8" W
66.00'
L25
N 89°07'52" W
79.00'
L26
S 13°07'52" E
202.52'
L27
S 39'11'09" W
118.00,
L28
S 75°31'21" W
247,70'
L29
N 35°02'35" E
114.40'
L30
S 87°00'34" E
217.00'
L31
N 49°59'26" E
77.94'
L32
N 49°5926" E
27.22'
L33
N 49°5926" E
50.24'
L34
N 49p 59 26" E
161.49'
L35
N 07'47'10" E
126.67'
L36
N 39p 01 11 E
70.00
L37
S 72O 29 07" E
53.70'
L38
S 67p 41 21" E
20.06'
L39
S 65° " 57 21 E
32.20
L40
S 820 40 58" E
37.70'
L41
S 530 32116" E
7223'
L42
S 75p 391 57" E
73.81'
L43
S 37p 0421" E
5.39'
L 44
11
N 83p 16 36 E
72.3T
L45
N 83p 38 03" E
89-18'
L46
N 62p 4931" E
62.22'
L47
S 87°50'36" E
26.15'
L48
S 72°53'39" E
7.41'
L49
S 51'10'31" E
80.73'
L50
S Oap 47 53" E
85.27'
L51
^ S 19 50 30" W
60.30'
L52
S 14°10'35" W
31.69'
L53
S 50°24'15" W
68.24'
L54
S 24°04'39" W
55.60'
.55
L56
S 01 p 2300 E_
S 09°07 25 W
43.26
60.80'
1.57
S 23°1543 14
75.00'
_
LSti
S 05°24'04" F
33.89'
L59
S 05°54'00" W
43.88'
L60
N 76°16'18" W
_
67.00'
L61
S 13°42'55" W
83,16'
L62
S 12°48'37" E
16.06'
L63
S 8315521" W
439.14'
L64
S 07*46'57" W
36.17'
L65
S 28°09'42" E
50.78'
L66
S 51 °31'54" E
55.43'
L67
S 67°23'39" E
1.08'
L68
N 47°51'45" E
134.01'
L69
N 67°13'33" E
73.58'
L70
N 78°54'34" E
40.00'
L71
N 78°54'34" E
37.02'
L72
S 68'17'54" E
76.26'
L73
S 68°1 T54" E
50.00'
L74
N 87°55'49" E
103.47'
L75
S 671T06" E
55.15'
L76
S 30°07'39" E
101.49'
L77
S 43°28'55" E
15.00'
L78
S 43°28'55" E
86.17'
L79
S 30°42'00" W
74.83'
L80
S 08° 17 00" W
20.00'
L81
S 08°17'00" W
39.78'
L82
S 14°11'11" W
90.66'
L83
S 14°11'11" W
30.00'
L84
S 00°18'30" W
80.00,
L85
S 00°18'3U' W
117.42'
L86
S 00°18'30" W
15.00'
L87
S 43°03'00" W
66.38'
L88
S 04°16'10" W
35.16'
L89
S 20`15'41" E
124.54'
L90
S 20°53'21" E
37.69'
L91
S 18°39 2W E
90.00,
L92
S 18°39'29" E
80.00'
L93
S 35°04'44" E
7.65'
L94
S 35°04'44" E
184.00'
L95
S 35°04'44" E
100.00,
L96
S 33'32'19" E
55.42'
L97
S 49°4229" E
24,72'
L98
S 49°42'29" E
60.00'
L99
S 25'1429" E
66.93'
L100
S 14°41'20" W
53.74'
L101
S 42°1T13" E
70.30'
L102
S 42'13'13" E
90.00,
L103
S 42'1313" E
15.00'
L104
N 56°31'42" E
45.15'
L105
S 45'52'18" E
73.00'
L106
S 36°47'59" E
86.73'
L107
S 57°50'22" E
101.05'
L108
S 41'17'49" E
97.55'
L109
S 24°39'33" E
66.50'
L110
S 23°20'20" W
56.64'
L111
S 39°37'OD" W
144.60'
L112
S 36°03'00" W
104.42'
L113
S 41°04'52" W
108.12'
L114
S 27009'28" W
19,30'
L115
S 42°08'45" W
114.29'
L116
S 42°08'45" W
102.73'
L117
S 41°47'26" W
330.37'
L118
S 60°07'57" W
110.77'
L119
S 71016'36" W
108.31'
L120
S 76°51'00" W
165.80'
L121
S 63°40'28" W
146.31'
L122
S 73°03'20" W
80.05,
L123
S 83°16'05" W
80.88'
L124
S 88°08'20" W
82.21'
L125
S 83°40'58" W
79.62'
Ca P
Channel Side Cor oratio
Sales Office
L126
S 1:4° i 9'23" W
67.74'
L127
S 66°38'59"W -
107.10'
L128
S 69°52'56" W
78.54'
L129
S 67'10'33" W
89.53'
L130
S 66°33'00" W
139.98'
L131
S 68'34'18" W
112.19'
L132
S 66'1618" W
50.51'
L133
S 70°32'45" W
68.66'
L134
S 70°32'45" W
68.66'
L135
S 69°52'56" W
59.09'
L136
S 52011'58" W
49.74'
L137
S 64'1923" W
41.05'
L138
S 84°46'04" W
55.72'
L139
S 75 58 38" W
52.43'
L140
S 79*37'17" W
42.31'
L141
S 57'07'15" W
46.80'
L 142
S 53p 03 40" W
54,96'
L143
S 76°27'33" W
39.68'
L144
N 71°54'21" W
140.35'
L145
N 74°21'06" W
55.93'
L146
N 73°40'02" W
82.53'
L147
N 65°30'14" W
47.58'
L148
N 61°54'32" W
41.90'
L149
N 60°01'06" W
53,63'
L150
1 N 54°45'40" W
42.22'
L151
N 3302950" W
40.96'
L152
N 15052'28" W
51.66'
L153
N 13°3924" W
47.94'
L154
N 03043'08" W
43.57'
L155
N 14°34'27" E
44.92'
L156
N 25°53'20" E
51.78'
L157
N 44047'27" E
48.14'
L158
N 16°52'27" E
29.21'
L159
N 26°49'09' W
31.32'
L160
N 42°1VOW W
46,19'
L161
N 45°09'55" W
83.69'
L162
N 26°23'53" W
38.14'
L163
N W0000" E
37.27'
L164
N 19'17'24" E
42.77'
L165
N 24°27'56" E
54.59'
L166
N 16°01'59" E
61.39'
L167
N 23'10'56" E
57.43'
L168
N 24°27'56" E
68.24'
L169
N 33°37'29" E
109.61'
L170
S 64 30'06" W
383.64'
L171
S 09°23'41" W
16.40'
L172
S 00000,001, W
142.86'
L173
S 22'01'14" W
120.60'
L174
S 27°35'57" W
164.70'
L175
S 20°00'05" W
49.57'
L176
S 36°50'54" W
65.97'
L177
S 58°35'45" W
29.80'
L178
N 83°02'19" W
25.62'
L179
N 51°22'05" W
39.79'
L180
N 55°02'06" W
37.93'
L181
N 76'1637" W
26.18'
L182
S 58035'45" W
29.80'
L183
S 42'18'08" W
25.19'
L184
S 84°1 T42" W
31.24'
L185
N 71°19'06" W
38.78'
L186
N 73°52'15" W
55.90'
L187
N 84°46'04" W
34.05'
L188
S 77°36'17" W
43.40'
L189
S 73°18'59" W
1 32.45'
L190
S 63°06'24" W
41.19'
L191
S 53°46'24" W
42.04'
L192
S 45-16-17" W
36.04'
House Drive
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IMPERVIOUS LEGEND:ik
j
BASE MAP NOTE: r4s
SURVEY INFORMATION PROVIDED BY NORFIS AND WARD LAND SURVEYORS, P.A.
4,500 SQUARE FOOT
IMPERVIOUS AREA CALCULATED BY 2004 COLOR ORTHOS.
APPRO'V mu,,44ec,
NORTH CAROLINA ENVIRONMENTAL 5,200 SQUARE FOOT
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY 47 7,000 SQUARE FOOT
Za-- s�P- Zcc0 200 400 600 800 FT
�C, Lw� ���•���=���: ALLOWABLE IMPERVIOUS SQUARE FOOTAGE PER LOT.
SCALE: 1 "=200'
IN ET
MAINTENANCES
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OVERALL STORNIWATER PLAN
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19
Channel Side Corporation
Sales Office
h 3'00
31.79
31.57
J
1%
31.53
31.48
31.43
/ 31.43
/ / / II 31.23
3121
{ 31.43
31.39 31.13 f
� to
31.40
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31.07
31.19
j 1 31. 31.45
30.81 31.16
31.32
31.04
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30.88 x 5
30.65
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30.
30.39
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x ' .48 30.33
x 30.35
x 30-
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x 30.63
29.77
59
x 30.0
31.30
1
31.31
SALES OFFICE
31.26
1.70
31.40 x 31.11
31.31 31.37
.50 31.24 \.
31.36
31.38 PO
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9Fj .3 03
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x 30.87 31.37
31 39 31.19
31.28 3133 1 38 31
31.06 31.03
30.51
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x 30.94
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67
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x 30.78
29.75
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x 31.29 /
29. 69 �
29.91
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30.24 // / //
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30.36 x 30.74 /
30.39
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73
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29.90
x 30.62
30.07 x 29.55
29.73
29.88
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x .69
x .19
%x 30.16
x 30.07
x 29.94
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x 30.68
x 30.21
29.90 x 30.1 f
29.79
x 2926 x 30.03
76
29,72 29.69
29.68
2958
FENCE 29.66
28.95 x 29.55
x 31.02
x 30.53 .........
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x 30.1
30.05
Maintenanc
x 28.83
MAINTENANCE INSET
OVERALL STOR.MWATER PLAN
LOCKWOOD FOLLY
BRUNSWICK COUNTY, NORTH CAROLINA
JULY 311 2008
16
66
32
61
2821 x 27.80
2670
29.07
26.73
x 29.20 27.85
. 1 28.36 ,,.„. 27.81
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28.27
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x 29.20 \
x 27.73
x 28.01
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4.94
28.33
© ELECTRIC BOX 21
24.4 1
FENCE � '25.61
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.17
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x
27.28
x 2 7
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b 1 �- D .---� PROPOSED 9,000 SF EXPANSION
� 33-C �
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--0 40 80 120 1 E
BASE MAP NOTE:
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CLUBHOUSE INSET
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SHEET 2 OF 2

MAIN I CINMINJUM 11NOc i
OVERALL STORMWATER PLAN
LOCKWOOD FOLLY
BRUNSWICK COUNTY, NORTH CAROLINA
JULY 31, 2008
363
364
40,
15.11
l
\
\ 10' Chain Link F
\ 1.55
\ \ Catch Basin
Rim EL 11.38' 12.10 11.67
' Invert Out 9.6 ' 11.68
.L�54 11.65
' 12.0 11.38 2-6" PVC 11.60 11.
11. 5 11.82
12.2
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11.52
U12. 0 11.73
a
Q� 11.88
ri 12.55
/ a ,2. 6
12. 12.83 .01
12.81
/ 12.80
/ 12.68
13.17 a
/ �pd 12.09
I 12.58 q
12.70
12.79
13.22 1294
12.84
12.76 12.72 13.00 12.2
13.08
13.00 13.11
12.75 13.21
12.56 13.40 q
�&n n
s 1
12.62 12.42 0
12.39
12.46
ws
12.33
12.41 Cart Shed
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12.43 12.55 (&•
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6
2 63
12.75 EI9c. Box eg 13.33
12.66
12.72 13.
9
12.88 12.98 3�g� g
12.63 7 13.24 13.58 t
13.46 13.55
13. 14.02
14.10 14.24
i
133-C \\ 133-D
BASE MAP NOTE:
SURVEY INFORMATION PROVIDED BY NORRIS AND WARD LAND SURVEYORS, P.A.
14.45
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.60 \
15.60
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16.4 \
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11.�0 15.73 ,
Catch
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\ 11.7 11.86 W� 16.96
9 11.82 11.75
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\n 11.76 18.31
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11.48 11.P550 it. 7 11. 3 Fy .
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1.75 58 / 11.79 1 '06 16.71 \
11.68 \
77
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r 15.34
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11.89 m d>, 16.78 \
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/
12.72
\ 1 /
2.7�2.55
12.13 12.78 dyo 12.75
12.86 `\
12.77 12.87 t3.io 12.81 o Elec. Cabinet p
Elec. Box � 12.80 '�» /� Elec. Trans.
Water Platt
2.2 O 12., 12�85 'yiMeter Box \ P.O.A.
12.33 \ \ tch Basin
Rim EL,2.35' 12.85
2-� 12.62 �� \ 2.� 12.6312� C ,bhouse & Pool
12.68
1
Qy \ 12.53 11.49
PROPOSED 400 SF DECK EXPANSION
13.3IV-, 12.93
12.56 Elec. Trans.
13.05 12.92 \ 1 \ 1324 12.78 Underground
13.31 1 lP Tan
\ O \
\ 12.88 11.4 13.24
12.93 11.5 Deck
V0
ga 11.
Wood Fence 13.43 a 1 � 2-Story
13.74 13.29 �� 11.74 Wood Frame
4.59 POA Buflding S
17 a,36 \ \
O 13.40 13.62 d` \ -' T WEL 16.fW 19.64 \ 0 0y t
04 13.6214.21 13.57 �5A ° A.7 34
/ 1 0 11 72 14.41 14. S� po a \'� FENCE
Drop 8 .78 14.30 62
1�i, 4 to
14.11 14.61 VOO UN
lap/
\ 2.85 3.77 \ /
14.30 13.62 1312.25x 12212. x .91 # 19.66 /
14.45 14.30 144. 16 $A' 12.24 rd Pit 1 /
14.26 15.14 Split I Fence 13.89
14.61 y g Uft ta - 20.18 Pool
14.77
14.24 Qe ® r �.46
5
14.56 s d 1 .39 95 12.51 \'
15.80
Manhole
15.07 14.74 c«eree 1 1 a.96 am -Story ye 15.02 �Q �\ septic system 1\ \ x 20. 5
14.68 ry5g Wood Frame 4,
( Clubhouse I ` ,.3» %
INd I aA #06 /
14.43 �,g Underground 13.7 13.W
14 ?fie, e ^� TanK
x�0.33 - ` 13.1�
x�L0.42 i 13.3
\ Wo Fence
12. 12.91 /
9 12.59
6 � /
11.21 /
' - 0 1.11 11.17
10.97
79
/ tt
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Oa
�O
G�
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`Clubhouse
PROPOSED 9,000 SF EXPANSION
0
CLUBHOUSE INSET
40 80 120 160 Fll
9816 Z
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VICINITY MAP ATLANTIC OCEAN 40� 41 `42 46' 45 27 334
NTS \ 38 3 t 1ntOrive \ \ -- � 25
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37 \ od , 48 47 _ �/ \ \
31 \ \ 36 \ o , 49 26 �� � 324 /
/ 35 \ , 48 , 47 `� - -- --- 259 / \ 323
30 3 / `�\ ' , 50 49 , i` POND % 258 I / ' /
33 ' ` , 52 51 / 256 333 /
� 29 0 ` 53 ` , 255 / \ 260 __ \ � 326 / 322
34 , 54 (� `252 ` 253 O
/ 27 / � 56 55 ` , � 251 257 27
20 L
57 \ - 261 P ND � POND
16 15 14 13 / 4 26 \ \ 250 r ) J /
` 21
PROPOSED ' � 21 / PO \ 58 \ / 262 �� f 332 / I `\ �,
TRACT 6 CONDOS - - O - _ 12 / 22 / \ 25 59\ - I 274 I 273 272 / 271 263\ / I \ `n_
I \ �--�/ I 328 0
23 1 �- J O ' 241 242 i 243 244 I I 249 / X 331 \.
24 60 239 240 ' I 245 246 247 270 w / 1 330
e 1
238 I ' 275 co 26 / 329 3 0 G
61 237' 248 276 XV
� / I 365 �
c
- - / 8 � ` \ 236 Lockwood Lane 277 / 69 ,,�
235
-7 1< 278
POND \\ / 6 / \ 64 I 223 222 I 221 Ix v 268 6
5 \ \ / , /�
63 226 ' 224 I 220 ,,\ \ 279 \�
4 % 227 219 /
3 215 l 214 \` �\ / 300 301 /
/ 267 \ 302
/ t- �2 217 216 �' 280 ' 03
no f / \ \ \229 0 O 21 / j\ 266 O ND iverRo /
sa \171 211 281 / 304
�\
n22 / 173 174 30 _ ti 212 r OND I
P
231 - �� POND ` �, 282 /
12 I ,. 210 283 _ , _ ./ 291 ` 292 / �r 305
293 I
/ � 1
11 \ \ 13 \ \ �m 1 176 175 20 \ 232 g 284 \ 294
/ 10 / \ \ / 166 O� 177 / 1 = O
\ / 21 233 \ / � _�10 8 / 285/ 286 290 /
/ 9 / 14 POND / / 295
8 / / \ \
� 1s5 � � nClub House Road 12 7 a
\\ 234 , // ` 11 6 / \
/ 307
15 296
Z 7 _ --� 13 ( 4 3 POND 287289
/ ,\
16 57
Z 23
- 288 308
6
15 \ 208 �e 0 \ \
/ 247 / / 25 ` �� �\ _ \Ji -J 56 �i \ 298 O /-� A
\
6 17 / / 26 ' �_ , POND �� _ _ , , / ' / f �16� �p�g� 48 ~`° 55 ` 2 \ r 309
/i _'y ' • `'' C°' °U 20� 299-A
4 \\ 27/ ( -,\ - - _ _ - / 17 �a 49 \ 54 / \ OND
06
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3 � / \ � � a — \
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1 � � 1 ` 29 36 // r 19 c oG� 45 50 � 52 -- 299-B / 156E � 156G II -�
2 � 40 1 v / \
/ POND \ / � — 39 / / 21 120 4 44 I 51 205
/ 1 / ,� \� _J 30 C\ / _ 156 311
\11 11�� 3 \ 1 24 23 i 42 \-- --
\ s 40 43
/ _ 32 O 9 25 1 39 POND / 156D 35 312
atrvy 8 Court t 27 38 204 `—
65 \ POND / \ / \
511:
SEP 2 1 2007
DWQ
>PROJ #
Channel Side Corporation
Sales Office
67 / 4Q 3 G0V r I, 28 6 37 203 156C POND y 354 /
/--- 64 , / \ 56 313 _ , 202
68 �-� - �,.� 33
353
69 63 \ OND 34 POND 44 30 32 / 201 / 314
43 \ / 315
70 62 45 nvd 352
31
46 oG�__ Q - 162 20 POND
61 /
j- 82 83 \ 351
\ 1-- \ 0 357
\ 4 + 81 `
60 \ \ 47
8�56A � 350 ' 316
48 \ POND } �1 se Road / 160 / \ `
52 ! 79 358 349
Club t{ou / 159
5� 49
/ 53 Club youse El/ 11 78 158 156
Road 75 / 76 77 / 317
58 157 � ' \/\ � 54 8 I / 359 / � \\
Maintenance/ 55 - 89 1 i \
\� 90 1 98 360 / 318> /
57 50 \ / 56 fi9 \\\ / / 99
OVERALL STORMWATER PLAN
LOCKWOOD FOLLY
BRUNSWICK COUNTY, NORTH CAROLINA
MAY 241 2005
REVISED JULY 3012007
PREPARED BY: HOUSTON AND ASSOCIATES, P.A.
BASE MAP NOTE:
SURVEY INFORMATION PROVIDED BY NORRIS AND WARD LAND SURVEYORS, P.A.
IMPERVIOUS AREA CALCULATED BY 2004 COLOR ORTHOS.
0 200 400 600 800 FT
SCALE: 1 "=200'
/ ` POND PO70 / ` 85 \ 91 POND /' / 100 361 / ' \ A
ND
57 'ti `_� 71 / g4 - / ` 50 / 'POND
56 , \
73 74 97 I 101 / 51 / / 362 / CA / / 345 /
52 53
58 OND POND r 92 96 10 / \ tJ ,'r�
0 59 86 I �i 363 / \ -' POND / 346
60 / 93
o 61 \ 55 1
\1 103
1 / 62 63 J \� 56 / 364 \ �
33A64 4 95 3� / / 57
2 / \ / 347
31A 65 68 � 7 � \ 104
3/ �`� 6 (( 58
oA 4 / �� ! 67 \
105 \\ court i C+ \
FAr 9 zaA 8 o
/ ,\\
9F v 9 `� , PON 155 \\ 2s LFW LOT
ass 11 / / /-� /" �� \ PROPOSED 8,000 SF
�
45 14
25A/ \\ V� / CD ttPOND IMPERVIOUS
rye / 17
/44 / 15/ 109 Genoa Point
/21 /
4342 22/ 23 153 \ 110
v
40 47 ` 48 1 49 j
24 50 51
v
39 46\qpY4ib-Brjam 25 152 112 128 129/38/ J 5 52 I 132-A
/ 55 / 54 f \ '� ` \ \ \122 123 \ 131 1 132 I132- `
3736 \ 121
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36 � 113 127 � 1
26 30 151 '! 120 33-C 33-
35 27 \ 114 / 124 / 126 \ / / - 133 `133-A 133-B
34 33 32 1 30 29 I 28 ` y AV / 150 115 / 19 �d�� / I / � 134
/ 125 137 136 135
e�116 � 118 S�ae \ \ 1
\ 149 / 117 \ G�`�� \ 138 \
\\W/ 148 141 140
142
14
145 1� 144 ' \vik AV
\ P.O.A.
Clubhouse & Pool
PROPOSED 5,400 SF DECK EXPANSION
lubhouse
PROPOSED 9,000 SF EXPANSION
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SEP 2 1 2007
PROJ #
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t2 .:
Tract "A"
COURSE BEARING DISTANCE COURSE BEARING DISTANCE
Channel Side Corporation
� 4 59' 29„E
56g%
\ \ 4
\ 2 \3
A
1 \ 14A
3A
0
V� 1 11A
vv
Tract "B" Tract "F"
123
1A N 52'29'00"W 288.98' 35A N 68'12'21"W 45.22' 1 12a COURSE BEARING DISTANCE COURSE BEARING DISTANCE
2A N 33'43'14"W 308.97' 36A S 62'22'25"W 25.83' fi
3A N 39'28'02"W 93.17' 37A S 39'33'36"W 18.83' / �O2 1 B N 27'32'58"W 146.88' 1 F N 41'27'45"W 100.28'
4A N 53'34'04"W 110.83' 38A S 71'32'39"W 39.73' I 23 24 ' 25 344 343 28 N 47'28'01 "W 164.29' 2 F N 34'51'27"W 165.00'
5A S 43'45' 17"W 138.29' 39A S 78' 17' 10"W 94.86' 125 / �' 3 B N 55'48'08"E 99.89' 3 F N 29'34'50"W 88.23'
6A N 73'12'48"W 241.55' 40A S 87'55'53'W 79.81' ' \ 127 / X':�
4B N 64'15'14"E 461.26' 4 F N 19'54'37"W 44.05'
7A N 89'43'52'W 65.57' 41A S 75'58'48"W 48.99' I 126 5 B N 75'38'32"E 320.30' 5 F N 19'39'02"W 118,20
8A N 06'42'01 "E 44.67' 42A S 44'51'22"E 211,50' I 22 342 I 6 B N 80'49'34"E 304.38' 6 F N 26'19'00"W 39.47'
9A N 55'34'17"W 68.94' 43A S 33'37'01"E 333.77' I 122 I ?J 7 B N 25'28'18"W 58.38' 7 F N 28'43'59"W 101.41'
10A N 22'12'32"W 68.83' 44A S 34'48'39"E 105.61' , ' 1 20 86 N 78'07'36"E 352.62' 8 F N 09'51'47"W 57.98'
11A N 76'03 09 W 141.41' 45A S 33'00'00"E 83.36' 12 ` 17 18 119 ' 337 ` 338 \ 9 B N 82'46'45"E 455.78' 9 F N 34'03'18"W 118.88'
12A N 45'10'33"W 45.65' 46A S 31'55'52"W 118.09' I 1 16 ' I 106 N 73'27'37"E 356.75' 10 F N 26'17'28"W 64.47'
13A N 26'49'38"E 34.0:2' 14 15 , , 21 \ / 339 ( \ � Area 4 11 B N 88'56'1VE 316.81' 11 F N 61'18'19"W 23.22'
14A N 55'45'20"E 113.29' I , I 128 S 59'08'09"E 56.46' 12 F S 89'2°6'13"W 66.88'
15A N 61' I O'43"E 1 10.62' AREA I 13 341 12, \ COURSE BEARING DISTANCE 13 B S 02'20'21 "W 295.38' 13 F N 48'05'25"W 98.80'
16A N 75'32'03"E 257.02' COURSE BEARING DISTANCE 1 1, 47 N 57'511'110"E 120.57' 1411 N 71.22'08"E 125,00' 14 F N 54'05'05�W 329.36'
17A N 02'03336 '58"E 164,60' 10 , I 340 \ 48 N 48'46'18"E 78.77' 158 S 40'22'08"W 80.00' 15 F N 56'42'24 W 186.41'
N 7 7' 4 9 ' 49 N 15.07, 15"E 55.55' 16 B S 01'55'25"E 247.54' 16 F S 48'25'59"W 62.21'
18A 5 3 05 E 655,76 116 S 1 22 06 E 175.1 1 7, 8 t 50 N 09'2209"W 54,00
19A S 16*51'11"E 205.66' 117 S 75'49'55"W 20.00' 6 I I I \� \ / 51 S 8T30'21"W 1567.22' 17 B S 44'12'17"E 40.76' 17F N 74'01'12"W 100.00'
20A N 89'32'57"E 235.03' 118 N 14'23'04"W 159.97' ' ' t 33 32 31 30 52 N 88'12'53"E 1483.06' 18 8 S 19'21'58"W 71.24' 18 F S 09'38'01 "W 51.09'
21A S 44'17'06"E 229.71' 119 S 75'40'58"W 1893.84' 4l' 5 t 34 , I I I / \ 53 s 42'42'29"W 67.67' 19 B S 01'28'58"E 199.24' 19 F S 53'01'35"E 337.21'
29 54 s 54'02'59"W 61.00' 20 B S 80'36' 1 B"E 106.93' 20 F S 46'20' 13"E 297.95'
22A S 58'S2'17"E 494.47' 120 N 16'S1' 1 1 "W 23.37' AREA t 1 3 ' 38 37 36 35 , \ 55 S o9.54'56W 79.37'
23A S 57'50'35"E 246.38' 121 N 75'38'01 "E 1855.11 116 ` 2 \ f ' , 4 / 335 56 s 34.12'21"E 44.87' 21 B N 11'39'40"E 127.04' 21 F S 29'41'44"E 256.97'
24A S 34'58'56"W 240.19' 122 N 75'35'52"E 2385.08' 118 1 40 39 P h aS e , 1 1 B 128 22 B N 76'28' 18"E 52.17' 22 F S 43'50'40'�W 151.02:
25A N 57'57'56"W 87.86' 123 S 01' 14'22"E 10.27' 46 1 41 ' 23 B S 88'26' 10"E 58.35' 23 F S 1 1'23 18 E 15.50'
26A N 70'44'55"W 177.02' 124 S 75'35'57"W 252.91' 4 4 43 42 , 10B 28 - �� 248 S 70'01'32"E 80.07' 24F N 42'43'25"E 200.05'
27A N 29'1O'10"W 89.42' 125 S 20'22'44"E 127.33: 42 43\ ` 44 t ' 25B S 49'05'37"E 165.37' 25F S 37'32'01"E 168.92'
28A N 21'46'27"W 35.74' 126 S 71'O2'22"W 10.01' 1 / �\ 26 B S 28'09'42"E 100.78' 26 F S 27'54'49 E 270.82'
29A N 56'59'15"W 182.39' 127 N 20'22'44"W 128.13' 121 4; 411 1131 \ 461 45 9B �, 27 334 I 27B S 4T51'10"E 104.95' 27F S 24'39'06"W 126.98'
30A S 46'34'30"W 35.20' 128 S 75'35'57"W 2059,99' ` 39\ \ 138 \ �� -- --��/ 28 B S 67'32'37"E 100,20' 28 F S 74'46'28"E 45.78'
32A N 83'37'07"W 175.03' f „� 26gg �� 31 11s \\ \ 37 38 ` 132 49 \ 48 47 88 \\\ 7 1 30 B S 49' 19'S9"E 194.53' 30 F S 53'45'56"E 148.95'
33A N 70' 17'09"W 62.91 ' �� �6 \ ` , , , 47 AR 12 \ 7B I-- - - - - - -I 73 \ 2B 1 \ 325 324 I 31 B S 01'08' 12"E 149.31' 31 F S 40' 12'31 "W 123.55'
34A N 60'46'05"W 178.07' N �J 32 \36 , 49 ` 48 t30 I 74B L - - f 259 \ 1 148 \ 323 ) 32 B S 21'00'50"W 191.38' 32 F S 61'32'50"W 51.87'
30 / , ` 51 ` 50 ` 6B AREA 12 75B 258 I / \1 15B 333 / \ / 3311 S 0 4*09' 1 YE 1 14.76' 33 F S 72'39'44"W 36.06'
18 29 33 �5 , 52 , t 2s 348 S 04'09' 13"E 1 14.76' 34 F N 73'38'52"W 36.06'
58 255 . 256 260 51 / 322 35 B N 86'46'37"W 80.16'
35F S 27'51'05"E 66.40'
/ \ 53 ` COURSE BE: RING DISTANCE 1 _i'� 326 36B N 64'13'59"W 93.32' 36F N 48'27'S7"E 466.11'
/ 28 / 34 \ 54 129 S 80'5)'58"W 20.02' \ 252 I 253 Phase 2 / I �' \ 5 37 B S 76'48' 12"W 1 10.00' calculated line along shoreline
120 17 / > / / 27 / \ \ 55 ` 7 130 N 1 4'2 ?'04'W 160.04:76B 251 254 257 1 5 50 38 B S 20'26'33"E 30.00' ( g )
20 North \ 56 \ , 48 Tract 132 S 14'20'43'E 16 ,77- 00' \ i 16B I 327 Area 4 49 408 S 37'48'54"W 1477.27'
1 BA 19A 16 / 14 / /� 26 \ 57 \ 32.60 Acres 81 B BOB \ 261 1 I L 54 418 S 36'23' 16"W 130.99' Tract "G"
/ 15 ' / 13 21 / Point \ 58 \ __ 250 \ \ 332
7� 262 I I as 42 B S 15'19'0 0"E 64,92'
� '` 55 43 B S 15' 19'00"W 64.92'
/ 22 / (\ 25 59 \ 2741 273 I 272 \ J / 321 44 B N 60'30'20"W 60.00' COURSE BEARING DISTANCE
1 �i I \ 3 82B 1 241 I ' I / \ / 17B I \ 328 56 47 458 S 35'33' 10"W 126.08'
�- y 1 G N 27'51'05"W 66.40'
6 17A 20A 23 ____ 1 271 263
1 242 I 243 24� 77B 249 71 B 18B 331 468 S 05'54'05"E 165.00'
> > 24 60 Phase 2 f I 245' 246 ' 247---`-7� I 330 \ 2 G N 1 T20' 16"W 73.80'
/ _ � 270 � 47 B N 79'45'31 "W 84.27'
!! � 3 G N 51'24' 14"W 23.73'
5 Tract A k 21 A 10/ / 2B , 238, 239 ! 240 798 P h a s e 2- 264
T 48 B N 68' 1 1'07"W 166.28' 4G N 27'28'23"W 404,97'
1 49 B N 71'09'41 "W 26.29'
9 61 \ 237 248 275 276 / \ / 226 24B 329 320 50 B N 06'03'47"E 91.67' SG S 6T24'00"W 221.93'
/ / 83B 236 277 c 19B 365 6G N 22'36'00"W 140.00'
16A 8 / 62 235\ QQ� La 269 � 23B 52B N 52.06'3 "W 120.000' 7G S 51'41'32W 84.09'
2 2.6 3 Acres / 7 1 B 48 Q c s�'W n e 78B 278 Z / 70B 218 53 B N 46'45'41 "E 10.03' 8 G N 58'43' 18"W 473.09'
L �/ 9G N 66'12'38"W 302.51'
36A / 6 / 5 / \ 64 224 I 223 I 222 I 2�I1 / 268 265 256 / �� 54B N 26*3749E 264.08, 10 G S 09'16'53"W 173.07'
225 j 55 B S 58'50'20"E 56.60
38A 35A 22A 4 63 \ 221 I 220 279 11 G S 31'15'16"W 240.02'
\37A // 228 ' 227 219 h a e 215' 214 20B 268 57B N 51'20'59"E 255.57' 12G S 70'05'32"W 363.96'
301 / 58 B N 46'35'05"E 243,66'
41A 40A 39A \ 34A 3 j/� C 8C 2181 [� 300 302 / 14G S 28'42'09"W 35.00'
/2 9C 10C 2171 216 280 k 267 Tract " B ' f ' / 59 B N 02'04'23"E 08.03'
10A - � 33A 30A 60 B N 53'07'04"W 208.03'
169 \ 170 32A 31 A / 229 6C 1 1 C / 698 / 303 15 G S 5T05'OS"E 165.00'
9A 29A 1 // \ 213 j� 266 62B 27B / / 62 B S 58'28'�4"W 104,77' 17G S 08'35'17 W 80.14'
' / 17 G S 51'05'17W 80.14'
42A 171 1 12C / 281 63B 286 304 63 B N 77'09'45"W 157.77' 18 G S 13'37'50"E 44.62'
23A / / \� 230 / 61 B 19 G N 88'48'53"E 144.62'
8A 6A 4A 172 / 173 174 28A / / 5C 212 21 1 68B 298 64 B S 46'44 25"W 203.72' 20 G S 7T58'20"E 139.92'
SA G°� Court / / 282 64B / 30B 658 S 77'07'40�W 97.34' 21 G N 63'41'02"E 139.92'
a - Ne 27A / 231 \ 22C 66B N 74'51'57 W 81.04'
12 3A '`" / ti° �,�/ // \ B 291 292 608 22 G S 87'24'06"E 239.90'
65B \ / 305 676 N 29'34'31 "W 1 1 1.96'
167 ;`O��o F°p 17s 26A 24A / / 232 \ 23C 9 21 C 13C 21 D 2$3 668 \ 293 / 68 B N 74' 19'49"E 247.17' 23 G S 86'47' 12"E 175.00'
31 B 24 G S 00'04'28W 149.94'
13 / �� � \ \ 69 B N 61'55'55"W 245,69
17s .;: / » > > 284 \ Z5 G S 79'32'39"E 20.33'
tss rn 25A < 4C 14C 290 294 71 B N 05'26'45"E 425.08' 26 G N 00'04'44"E 153.65'
10 � � 43A ,A 20 � Tract a c t � 8 20C 209 / / .� 306
o / 21 + 233 �10 19C 285 p a s / / \ 28 G S 86'33'05"E 198.50'
15C h 72 B N 2T24' 19"W 178.74'
g / 14 2A ts5 %\ %0 178 / 22 3/ �\/ 7 302 286 /'/ 295 598 \ 73B S 72'19'41"W 425.52' 29 G S 67'46'44"E 85.30'
8 41.84 A c r e s 24C 11 6 18C 16C 52C 53C 289 74 B S 87'56' 19"W 353.14'
„ 234 17C -- - 30 G S 43 57 06 E 49.38
/ / 15 164
6 �5 1 C 2C Area 10 12 13 5 \ 32B 307 75 B S 82'08'46�W 194.61 ' 31 G N 81'30'33"E 58.84'
Tract C 3C 1 � 287
Windward 296 \ 76B S 02'38'46 W 184.68'
7 44A �` � 4 2 / � \ 77B S 03'41'45"E 244.65' 32 G N 70'12'22"E 65.00'
COURSE BEARING DISTANCE / 163 �� COURSE BEARING DISTANCE Areas 51 C `� \ " 33 G S 25'36'06"E 67.48'
�5C 14 788 N 82'33'35 W 15.00'
16 j� toy N st•ta'os"E too.00' 3 57 54C 2S8 297 308 " 34 G S 15'1 1'16"E 149.95'
6 23 l COURSE BEARING DISTANCE 79B N 03'45'46 W 241.69'
1 C N 32'00'54"E 113.54' 45 35D � 1os N 73'33'37"E 87sa' � 15 \ 58B \ 35 G N 69'49'29"E 281.13'
/ 1107 N 81" 7'49"E 75.14' 26C 208 808 S 86'04'40"W 192.96'
2 C S 49'30'39"E 160.40' 24 / / sz N 0041'46'E 1so.os' S6 / \ \ 36 G N 71'34'54"E 103.92'
lA 36D 25 91C tea N 79.4a'42"E 02.00' 63 N 14'06'50'E 43.26' 50C 298 33B \ 81 B S 89'57'54"W 468.98'
3 C N 41'54'41"E 196.53' S 17 tog s sr4ral"E 102.00' 27C
/ 34D / 64 N 1T3a'S7'W , s2.3s' 16 48 299 82B S 71'11'29"W 578.45' (calculated line along shoreline )
4 C N 56'05'26"E 202.19' 46A 26 ito s 3o'o7'a7"E 149.55' 65 N 43'15'18'W 27.55' / 207 \ \ 309
111 S 29'16'1o"W 79.34' 28C / 55 838 S 22'12'27 E 156.69'
66 N 69'40'25"W 17.72'
5 C N 1 '04'51 "E 155,69' 112 N 54'4o'17"W 169.34' --�' Q 55C \ 848 S 55'53'51 "W 29.15'
6 C N 52'04'S1 "W 155.69' 4 18/�� 14 tat \\ / 27 t� 67 S 21'11'13 W 25.37' 17 / / \
1t3 S 72'03'38"W 117.58' 54 299-A -_�_`
88 S 21'12'13W 25.37' 2gC
7 C N 58'49'44"E 25.01' 1 g 1 D 90C S9C t 1a s s2 a9'o1'w 154.35' 69 S 10.41'27"W 54.69' 30C I I a g e
8 C S 52'07'41 "E 138.06' 142 33D 32D 28 115 N 29'01'45'w 142.35' 70 S 43.34'06"W 61.37' 47 / 53 206 57B 37B 348 L-
14 31 D 71 S 45'55'10"E 85.00, 18
9 C N 74'11'23"E 198.89' 3 � 35 46 56C 310
» » / 88C 72 S 19'45'19'E 105.00' 31 C 35B
10 C N $$'00'49�E 355.23' Channel Side Corporatio 143^'' Tract D 30D 29 / / 73 N 70'00'14'E 29.48' 45 50 52 299-B 38B 368 N`_�
11 C S 7T29'02 E 355.23' 13g � 36 I 19 L-- 39 156FI 156G
12 C S 69'22' 17"E 235.66' 136 2 / 4p � 55B 568 Area 3
13 C S 62' 17'59"E 321.70' , Z 7.42 Ac re s 29D ' 3839 i 212041 5149C 57C 205 156E 311 AREA 13 132$D / � 32C 44 COURSE BEARING DISTANCE
14 C S 12'18'50"E 43.67' AREA is 1 30 22 58C
" COURSE BEARING DISTANCE 4S 40
15 C S 51' 1$'50 E 145.69' COURSE BEARING DISTANCE �o- 25D 260 27D 37 41 87C 24 23 40 \�- 61 C -�' 41 N 6r3o'27"E 96.98'
16 C S 43' 17' 18"W 15.06' 139 N 80'00'00"W 20,00' 133 N 44'37'01 "W 48.00' / 42 42 N 69'33'27"E 25.92'
134 137 3D \ \ / 48C 60C 43 N 79'48'52`E 30,59'
17 C N 45'19'49"W 37.59' too N 19'02'38"E 124.78' 134 N 46'53'27"E 106.23' c 33 \ 25 ` � 43 59C 156D
18 C N 6T43'22"W 125.46' tot S 52'29'00"E 25.59' 135 N 26'00'oo'E 100.00' 66 32 \ j 47C 355
312 � 44 S 05'33'46'E 322.53'
__ 45 N 56'42'24'W 186.41'
4D 31 107 108 109 34C 26 '\ 39 204 54B / \ 46 N 05'27.15W 158.68'
19 C S 76'49'48"W 126.35' tat S 22.32'4t'1N s9.eo' 136 S 69'OObO"E 47.1T 106 27 3� 62C \ 41B Area /
143 S 19'22'56"W 43.66' 137 S 34'49'12"W 193.27'ch. 133 138 2H / \ 86C
20 C N 78'07'02"W 165.61' 8 105 110 28 36 37 '� �� \ 156C 354
138 s as zz'ss w 30.00' 1 H 67 65 5D 33 100 Area 10 Tract (, 203 /
21 C N 63'31'02"W 165.61' / 24D 1i3 46C
22 C N 79' 14'07"W 209.05' _--- 35 42B 313
23 C S 13'58'09"W 132.61' 9H 68 64 6D 89 99 115 t1a 112 29 33 34 202 53 356
24 C S 27'14'07"F 13S-05' Area 8 / / 9 1 35C 44C 45C 63 \ 43 17F 353 / Channel Side Corporation
42C 43C 201 18F 16F I ,/ / 314
25 C S 67'03'1 1 "E 139.33' 3H /� 69 63 7D 34 90 9 44 MC 30 32
COURSE BEARING DISTANCE � 38C
26 C S 66"24'54"E 178.53' / \
27C S 73'31'55"E 78.47' 88 S 6T5T14"W tat.2T 60' R/w to SR ills dd. /70 62 23D Area s 96 45 / 43 3�C 40C 41C 64C \ 52B 44B /
28 C S 30'37'26"E 78.29' 89 S 38'25'52W 30.51' Recorded in Deed Book 644,Page 163 qo / 8D s5 31 70C 65C 200 518
45B 5F 352 / 315 /
90 S 3T27'10"W 170,95' I'll
4H 46 Q 37C 71 C 69C 162 156E /
29 C S 56'47'44"W 61.17' e 22[� sa
91 S 30'43.27'E 28.81' Ts 61
30 C S 56' 17'42"W 144.96' 92 S 01'53'22'E 128.17' �0 9D `� 84C 36C 72C I 50B 351 /
93 N 49'53'56"E 215.00' 00, 5 / 21 D 93 \ { r 68C 66 \ 82 83 19FI
31 C S 56' 19'51 "W 168.98' `! 42 \ 81 468 156A 357
32 C S 62'20' 1 1 "W 188.74' 94 N 76'11'19'E 16.92' 8H o \ 60 92 47 73 161 / 49 / 350 / 316
95 N 63'16'35"E 43.52' B \ 10D \ 77C 67C \ 80 14F / O 33C S 52'08'52"W 125.51' 96 N oa•o3'12"W a3.se' �� u � °or � 13D 48 160
34 C S 64'37'00"W 45.00' 97 N 47'34'02'E 59.47' Tract H S 2D \ 52 76C 74C o u / 86 358 / 349
35 C S 01*17'23"W 235.04' se N 52'46'06'E 31.35' 11 D Area 6 159
99 N 24'36'40"W 60.00, 9e \ 6 5g 14D 49 / 83C g2C 75C 79 47B
37 C N 34'S8'00"E 160.00; 100 N 2r2s'2o"w 57.52' 2.02 Acres � � � /� 20D \/ 53 63 BlC 78C 75 / 76 / 78 I �� / 158 156 / 20F 13F 12F 3 17 /
38 C N 70'55'24"E 80.85' \ 7H 58 19D 54 80C / 77 vY88 157 ' 359,
s, to2 / 15D \ 51 / 55 sa 79C 89 ' z4 31
39 C S 73' 17'31 "E 65.72' �, „ „ „ o. 90 23 r(
40 C N 73'17'38"E 55.00' Tract Tract I E 's 92 98 360 10F 3
\/ 319 /
41 C N 73' 17'38"E 74.89' 57 16D 18D 50 \ 56 '\ 81 85 e6 69 / / 99 25
42 C N 78'07'25"E 73.53' COURSE BEARING DISTANCE COURSE BEARING DISTANCE Area 9 80 Area 7 8J 91 Road 22 / 361 / O ��X 9F 34 \
43 C N 77' 19'49"E 78.78' / 3E 87 70 / I 100 26 / C z / �\
44 C N 79'46'20"E 84.78' 1 D S 58'50'06"E 150,00: 1 E N 1 1'57'1'3"E 82.44' t03 2E 57 79 78 �71 20E 21 E / / \
5617D / 19E 84 58 / 362 'Q J 345 Area z
45 C N 78'52'04"E 74.16' 2 D S 43'21'25"E 21 1.10' 2 E N 46'14'57"E 242.19' / 77 7 \ / 72 73 74 22E 5 97 I 101 Ch 21 F I� SF 35 / 32 /
46 C N 69'43'17"E 331.69' 3 D S 38'19'35"E 69.45' 3 E S 61'33'17"E 220.77' 4E 58 76 16E 17E I 4 92 \ a� 36 Area 2 \ COURSE BEARING DISTANCE
47 C N 56'09'41 "E 131 .37' 4 D S 42'08'20"E 71.59' 4 E S 47'00'44"E 159.99, , 6 2 E 4j •11 /
48 C N 74'43'04"E 124.96' 5 D S 27'34'07"E 70.06' S E S 68'39'42"E 348.95' 1E 59 / 15E Area 5 5 96 el 363/ 7F 31 29 N 4,Y57'41"E 143.43'
30 N 29'31'26"E 80.00'
49 C N 55'21'18"E 248.35' 6 D S 28'23'10"E 70.03' 6 E S 77'53'44"E 49.95' g0 18E 23E 86 102 gG •, 37 346 31 N 55.35'53"W 52.72'
50C N 45'23'44'W 431,64' 7 D S 33'17'36"E 70.11' 7 E S 80'23'04"E 85.46' 42E 41E / 61 13E 25� 26E 93 10G l�e 21 27 / 364 6F 30 32 N 36.25'43"E 234.09'
51 C N 43'55'27"E 20.67' 8 D S 21'05'32"E 70.86' 14E 27E 25F 38 33 N 36'47'59"W 86.73'
8 E N 85' 12'03"E 15.37' 40E 62 / / C Genoa Point Condomi iu 34 S 51'50'47W 255,84'
52 C N 43'57'36"E 170.23' 9 D S 23' 1 O' 16"E 70.50' 9 E S 60' 15'09"E 64.95' 33A 1 / 5E 63 / I 12E Area 5 62 95 _ Oj+ 22 Phase 2 k 3 / 35 S 68.44'27"W 44.00'
103 - -� 1, 24F Sewer Easements'\ \ 36 S 43'59'52"W 100.00'
53 C S 66' 14'31 "E 329.87' 10 D S 59'58'38"W 155.00' 10 E S 6T53'20"E 389.84' 32A� 64/ 28E � AO 39 2s
COURSE BEARING DISTANCE 37 S 4.714'32"E 85.64'
54 C S 34'17'25"W 165.57' 11 D S 28'55'24"E 25.92' 11 E N 22'06'49"E 180,05' 2/ 6E 9E / 94 Easement 10 l' 23F \ 347
31 39E 7E 65/ 87 4 Sewer Drain Field at 28 \ 4F 39 S 18'36'20"E 66.30'
55 C S 40'00'58"E 126,73' 12 D N 59'58'41 "E 140.00' 12 E N 55'45'27"W 1 19.14' BE 66 68 57 N 05.57'23"E 155.76' 29E 104 gG O
3 58 N 75'39'41'W 86.11' \ Easement 2 1 \ 40 S 2T16'51"E 22.90'
56 C S 30'55' 18"E 143.38' 13 D S 31'42'24"E 80.44' 13 E N 58' 14'27"W 88.92' Area 9 / / \ � The -�
57 C S 30'58'24"E 120.02' 14 D S 34'41'18"E 73,73' 14 E N 6T53'31"W 40.28' 0 4 67 59 S 30.00'11"W 65.39' \
COURSE BEARING DISTANCE 60 S 08'53'06"E 53.90, 30E 1 1 G \ Tennte 348
58 C S 74'06'47"E 95.17' 15 D S 22'56'51 "E 82.78' 15 E N 18'54'05"E 70.73' / 1 1 E 61 S 30.17'07"E 92.09' 105 \ 26F� \ 3F
59 C S 29'49'45"W 90.55' 16 D S 26'21'37"E 73.39' 16 E S 86'03'35"E 97,85' 101 N 45'23'27"E 80.00, S/ 6 38E 10E 62 N 7345'57"E 47.07' Court Links \\
60 C N 48'12'00"W 100.74' 17 D S 51'14'20"E 80.00' 17 E S 69'17'48"E 120.96'
102 5 44'36'33"E 230.00' 9 / 7 33E \106 \ 7G \\ \\
103 S 45'23'27'w 80.00' / 31 E 107 / 6 se Map Cab.\ 2F
61 C N 85'23'49"W 61.64' 18 D N 39' 16' 13"E 156.96' 18 E N 69'21'27' E 116.55 104 N 44'36'33"W 230.00' / 8 f g 37E Tract 34E 108 \ \ / 19 ��'� s 5G 3 e Pg.\ C
62 C S 46'38'40"W 224.72' 19 D N 41'20'46"W 91.91' 19 E N 00'49'57"E 120.53' 26A / n
63 C S 53'24'59"W 239.49' 20 D N 20' 15'34"W 105.00' 20 E S 83'59'04"E 89.91 ' 27 2 / 10 1 1 / �' 6 . 6 4 !-1 C r e 155 32E 14 13G 12G Tract " G
64C S 79'16'10"W 115.79' 21 D N 01'53'22"W 128,17' 21 E N 81'00'08"E 79.29'
65C S 73'59'27 W 101.38' 22D N 30'43'27"W 28.81' 22 E S 17'47'53"E 159.88' 25A / / 12 �3 / / 36E � 111 \ 4G a 5 27F Channel Side Corporation
S 69'S0'30 393.06' 23 D N 32' 16'S4"W 137.30' 23 E N 71'07 22 'E 163.92' / / 14 1 g \ 15 1 . 4 O Acres )�� Waterline Eosemerlt7 6 a 1 F Area 1
67 C N 14'06'50"E 43.26' 24 D N 19'06' 18"W 21 1.43' 24 E S 08'53'06"E 53.90' 45 / 15 / 17/ 18/ 19/20
g 35E 154 109 16G 111 7
68 C N 17'34'57"W 62.36' 25 D N 25'32'49"E 50,01' 25 E S 30'17'07"E 92.09' /44/ / / / 20/21 Area t 28F 29F
69 C N 43'15'18"W 27.55' 26 D N 81'05'57"E 11 1.15' 26 E N 73'45'57"E 47.07'
\ COURSE BEARING DISTANCE
70 C N 69'40'25"W 17,72' 27 D S 82'17'21 "E 40,70' 27 E S 34'22'39"E 38.67' 43/ / 22/ 23 /� \ �\l
42/ 41 153 1 10 17G \\\ 9 30F 1 S 41'I5'20"E 68.00'
71 C S 49'1 1'50 W 27.45' 28 D N 21'54'30"W 18,94' 28 E S 31'48'36"W 33.64' , 24 \ \ 22G 23G 10 2 S 32'45'00"E 77.34'
3 S 24'20'54"E 194.61'
72 C S 21'12'13"W 25.37' 29 D N 2T06'03"W 68.81' 29 E S 23'08'49"E 67.35' /40 47 48 49' `\ \ 18G 21G 27G 16 36F 4 N 6534'21"E 38.67'
73 C S 10'41'27W 54.69' 30 D N 32'21'14"W 80.09' 30 E S 61'54'08"E 121.60' '' 111 19G 20G 28G 1 5 S 65.30'13"E 90.16,
46\ \ 26G 29G 1 3G 31 F 6 S 2C53'37W 13.49'
74C S 43'34'06"W 61.00' 31 D N 54'22'31"W 71.99 31 E S 37'18'1O"W 193.27' 3i>9 25 152 112\ \ 12$\ 129/ ' I 24 32G J I 2G---" i 13 1 7 S 65'23'19"E 38.00'
75 C N 58'23'28"W 15.00' 32 D N 80'03' 19"W 71.99' 32 E N 37' 18' 10"W 83.18'
132- 31 G 34F 8 S 74'46'28"E 45.78'
76 C N 58'23'28"W 63.67' 33 D S 83'22'17"W 102.34 33 E N 80'22'28'W 139.32' 38 3 P.O.A. 9 S 44.52'55"E 108.11,
77 C S 76'59'35"W 270.18' 34 D N 44'02'24"W 223.37' / \122 / \ I 132 I I -�f1 / 33G
34 E S 43'22'17"W 76.01' � 55 54 � � � \ \ ' 131 132-8 1435E 33F i� s � 2'38'w ,23.55•
78 C S 12'02'27"W 79.96' 35 D N 10'10'23"W 59.93' 35 E S 64'30'06"!" 399.31' \ 121 123
3 1 13 127 130 - ___� , 1 G Clubhouse 12 S 61'32'50"W 51,87'
79 C N 78'16'16"W 122.90' 36 D 5 52'48'38"W 350.02' 36 E N 75'16'45"W 587.89' 36 26 25G 13 S 72.39'44w 40.00'
80 C N 75'32'28"W 76.07' 37 E N 76' 18'24"W 307,13' 6 \ 151 \ 34G 36G 14 N 73.38'52`W 36.06'
81 C N 77'41'05"W 202.11' 38 E N 73'24'43"W 244.92'
82 C N 82'27'28"W 63.40' a133-c 33-D 15 N 1T20'i6`W 62.36'
39 E N 55'33'20"W 330.79' 35 114 120 133 133-A1 v1 35G 16 N 43'49'49'W 66.91'
133- 17 N 26'14'00`W 366.91'
83 C N 80'23'54"W 49.92' 40 E N 61'36'37"E 3.00' J / I I I I \ 27 1--, / 124/ 126 \ ` is S 6T24'0a'w 161.93'
84 C N 09' 15' 10"E 239.94' 41 E N 55' 10'44"W' 51.37' / 34 / 32 I 31 30 29 28 i / 19 N 2727'01'W 139.90'
85 C N 29' 16' 10"E 79.34' 42 E N 80'07' 14V 109.02' 1 33 ( I \ 150 / 119 \ `134 \ 20 N 62" 5'36"E 118.61,
115
86 C N 30'07'47"W 149.55' I 135 21 N 52'32'i6`W 150.38'
87 C N 19'56'39"E 157.01' / I / / 1 16 / 125 \ 136 ` 23 N 56'36'30"E 63.03'
\,.� 22 N ZT29'13"W 150.8'
88C N 71'19'11"W 233.15' Tract "H" Easement # 10 ik \ \ 137 24 s 31'39'57"E 20.00'
89 C N 7T02'05"W 310.01' \ / 118 \ \ 25 S 3T20'a4"E 116.81,
138 \ 26 S 3719'07"E 52.06'
90 C S 67.29'28COURSE BEARING DISTANCE 149 117 \ "W 84.47' COURSE BEARING DISTANCE 27 S 50'18'08"E 401.04'
1 S 31'16'42"W 121.
91C N 38'41'28"W 328.93' 2 N 60'20'35"W 437.08' NOTE: Area By Coordinates \ 139 \ 28 S 11.23.19"E 15.50'
'
1 H N 45'22'59"E 30.00' 23' X 148 140
2 H N 44'00'56"E 29.94'
IZ
3H S 44'40'10"E 338.45' 3 N 65'10'21"W 196,3 ' ' [ 147 141
4 N 86'43'41 "W
4H N 59'58'42"E 186.23' 73./ / 142 \
5 N 09' 16'S3"E 173.0707'
Easement # 6 5H S 30'01'22"E 221.90' 6 S 66'12'38"E 302.51' / 146 / 143 \
COURSE BEARING DISTANCE 6 H S 29*36*31 "E 92.18' 7 S 58'43' 18"E 473.09' Area 7 � 144 , \
7 H S 45'23 27"W 160.77' / 145
1 S 50'14'37"W 148.96' 8 H N 4.4'36'33"W 618.42'
2 S 44'04'05'W 60,35' g H N 44'37'01 "W 70,00' COURSE BEARING DISTANCE
3 S 33'58'21"W 24 .11' Composite
M� Flo r.
4 S 3458'56`W 240.19' 75 5 21'39'29"W i20.42'
5 S 32'00'54'W 119.78' 76 N 87'41'55W 130.15'
6 S 3200'54W 17.97' 77 N 71'38'08"W 73.961
7 S 50'07'58'E 218.73' 78 N 64'27'56"W 121.80I
8 N 51'34'34"E 20.00' 79 N 73'17'34"W 57.691
9 N 42'OO'5 'W 113.54 80 N 81*0a'68"E 70.001 For
10 N 32'00'S4"E 113.54' 81 S 81'05'19"E 70.001
11 N 36'14'07"E 86.92' 82 N OT38'44"E 105.001
12 N 3 40'14"E 64.00' 84 S 20'47'56'E 67.52'
13 N 3T54'04"E 108.13'
14 N 4T28'19"E 108.13' 85 N 89'20'38"E 70.00�
15 N 58.49'44'E 31.10' 86 S 10' 15,08"w 58.05i
16 N 35'04'13"W 28.63' 87 S 80'56'1VE 134.551
a n ns IUorpora
Lockwood Folly Township Brunswick County, North Carolina
Scale 1 =200
NORRIS & WARD
Land Surveyors, PA 1
0 100 200 400 600 800
rth Carolina & South Carolina
June 22 2004
P.O. Box 4128 eafobosh, NC 28467
-5808 803-280-8836 Fax [phone]
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% �' vice 71 107 9 210 / 283 \ / 293 / 305
13 166 176 175 105 r 31 P-35 284 / /7 ° 290 / 294
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\ / 66A p-52 32 \ � 37 --.. I � � 25 40 42 43 � �\� � 156D -
,( a
I 66t3 66 C 31 ° P-10 ; 26 39 P-16 1 \ 204 355 312
6 i1 p Gov J o 27 38
7 65 33 �asNa / 28 36 37 203 ; 156C
\ � �, 354 _
t'
68 64 Pond#2% 29 33 34 35 202 356 !' 313
/ /Jy� i P-23 353
% `63 44 / p ! 32 201 p
69 34 / e 1� P-25 / 314
P•54 45 / 43 31 0/3 NG` ��\� H ` .P-z6 / J ,• ,.1
70 62 n n P-53 46 L�J ��- 162 200 f� 156E 352� g, ! /I
315
\�i •� � Pond 23 82 � f P-22 351 /
\., \ 60/ 47 42 81 \ {y+ P-15 / 161 94 . 156A 357 �� / y ' 316
37 qg 80 Y .. 160 / P-2; o®� 350 l
` �om 59 Y O``ae 52 \ 79 / 159 358 / 349
P 55 ` 49 \ J`e� 53 75 76 / 78 load 158 f 157 156 \/ 359 /
58 P 56 �ayr 51 54 55 / 77 P-6 G�ub�oUs` ` 90 ` T8988 98 P 20 317 �.
318
360
57 \50 56>\
/'�" ° \/ 99 \ 92
ao /_ 7 ,._- ' `' 85 \ 'P\ 91 ± 100 361 / \ ? /319
/ 111
9 r 56 r., 57 P-3 70 / ��'..� 84 ' \ o P-13-"'• P•14 50 X62 / / P-19,.
100 S_ / P-4 7t 7 j \ ro0 97 101 51 53 / \ 4 45
k. 58 59 L \69 ` / / \ ° 12 96 102 54 363
60 �� � J P 7 86 93 55 / 90 346
/ 61 P-11 / \ \ / 364 u '4
4 / 1 62 63 P-5 /� 95 103 5
C33p \
y
\ 64 / 1 C3 C2 347 \
32A 2 65 D 94 57 \ ?
Y `, _hod 1 6 / C1'
�, a 31 A 3 �' .i 66 68 87 I 104 58 4 ✓
304\ 4 5 �� 67 \ 105 �� / H B4133 f 348 �.
a`
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ry
X
x
0
0
a
cz
c
co
PID
OUTFALL
LOCATION
STRUCTURE
TYPE
CONTROL
ELEVATION
F
25-YR
ELEVATION
FT
50-YR
ELEVATION
FT
25-YR
EVENT
OVERTOPS
50-YR
EVENT
OVERTOPS
P-1
A
Pond 25
POND
12.21
12.04
12.79
Y
P-2
B
Pond 16
POND
17.59
19.67
20.13
Y
Y
P-3
B
Pond 17
POND
18.95
19.58
20.00
Y
Y
P-4
B
Pond 18
POND
16.39
17.03
17.54
Y
Y
P-5
B
Cart path below Pond 18
P-IN
7.80
7.91
8.95
Y
Y
P-6
C
Pond 23
POND
16.04
16.83
17.21
Y
Y
P-7
C
Cart path below Pond 23
P-IN
9.50
11.12
11.97
Y
Y
P-8
None
Pond 6a
POND
24.57
24.45
25.04
Y
P-9
None
Pond 6b
POND
21.50
24.45
25.04
Y
Y
P-10
None
Pond 22
POND
24.00
24.69
25.04
Y
Y
P-11
D
Pond 24
POND
9.60
9.43
9.76
Y
P-12
D
East of Channel Side Drive
DI
11.50
12.72
13.04
Y
Y
P-13
D
Below Pond 14
P-IN
11.50
12.77
13.12
Y
Y
P-14
P-15
D
D
Pond 14
North of Clubhouse Road and Lockwood Lane
POND
LOW
13.95
19.50
14.86
19.58
15.29
20.05
Y
Y
Y
Y
P-16
D
Pond 15
POND
17.85
19.95
20.48
Y
Y
P-17
E
Culvert under driveway
C-IN
7.00
8.07
8.27
Y
Y
P-18
E
East of Channel Side Drive
C-IN
7.00
8.70
9.15
Y
Y
P-19
F
Pond 26
POND
6.08
7.49
7.76
Y
Y
P-20
G
Pond 8
POND
11.16
10.09
10.46
P-21
P-22
G
H
Clubhouse Parking Lot
Pond 13
DI
POND
till
17.00
11.54
16.10
11.94
16.61
Y
Y
P-23
P-24
P-25
P-26
P-27
P-28
P-29
P-30
H
H
H
H
I
I
I
I
Pond 12
South of 18th Tee
South of Pond 12
West of Genoes Point Road
Pond 28
To Pond 9
Pond 9
Pond 10
POND
P-IN
LOW
LOW
POND
DI
POND
POND
15.02
14.00
12.50
11.00
14.22
13.78
14.80
14.16
Y
Y
Y
Y
Y
Y
12.24
12.24
1 12.44
Y
12.44
10.05
9.50
7.80
6.46
10.34
9.29
10.60
9.58
9.04
7.81
Y
Y
Y
8.61
7.38
P-31
P-32
P-33
P-34
P-35
J
J
None
K
K
Interior side of Myrtle Court
Pond 11
Ponds
Pond 4
South comer of Lockwood Lane
DI
POND
5.40
7.06
5.75
6.58
6.17
7.16
Y
Y
Y
POND
POND
LOW
24.57
20.58
20.67
23.07
21.13
21.85
23.67
21.48
22.05
Y
Y
Y
Y
P-36
P-37
K
K
West of FaIrway Circle
Pond 3
DI
18.80
19.13
19.26
Y
Y
POND
16.34
16.82
17.12
Y
Y
P-38
P-39
P-40
K
K
K
Cart path below Pond 3
West of River Road
Pond 2
C-IN
15.00
15.25
15.81
Y
_17-
LOW
7.50
8.67
8.99
Y
Y
POND
24.37
23.61
24.22
P-41
K
West of Eagle Court
P-IN
13.30
13.53
13.83
Y
Y
P-42
K
West of Fairway Circle near Eagle Court
LOW
19.00
20.65
21.09
Y
Y
P-43
P-44
K
K
West of Birdie Court
Pond 1
LOW
POND
24.00
6.99
24.63
9.05 1
24.91
9.71
Y
Y
Y
Y
P-45
L
West of Oyster Circle near River Road
P-IN
8.00
8.84
9.08
Y
Y
P-46
L
West of River Road near Oyster Shoals
P-IN
8.00
9.58 1
9.85
Y
Y
P-47
M
South of River Road
C-IN
17.50
19.12
19.44
Y
Y
P-48
N
End of unnamed street near Pond 7b
P-IN
31.10
32.67
32.77
Y
Y
P-49
N
Across the 7th Fairway
P-IN
26.30
27.22
27.54
Y
Y
P-50
N
Pond 7a
POND
28.44
25.55 1
25.89
P-51
N
Pond 7b
POND
25.69
26.08
26.42
Y
Y
P-52
None
Pond 19
POND
26.63
24.68
25.16
P-53
None
Pond 20
POND
25.23
23.67
24.50
P-54
None
Pond 21
POND
25.63
24.36
25.03
P-55
None
Across the 4th Fairway
P-IN
24.19
24.79
25.70
Y
Y
P-56
None
Into Pond 21
P-IN
24.79
25.70
Y
Y
6
P-21
=�2gAr 7 � � ,, 1 # � 107 106 B1 93
8 `11111111
\�28A9 � ��
108
10 r
27A 26A A3
25A � 12 P.1 _ 11
155 102 � Al A2 l
91
45 44 14 75/16 17 t8 19 20 ,.� _ 154 109
43 �� 2, 22 r ._,
P-17
O
42 �- / %� 23 153 \10
r
41
40 \ �` 47 48 49 50 � 24 ,, .P-18
67
39 �%\ 46 : 1 51� j 152 ���111 128 ` 129
-\} _ (`` \ 132 132A 133D
38 � i 25 f
122 130 131 132E
55 54 ' S3 152 37 113 121 68123 127
z-"'101 36 T �- 26 151 -
o 133A 133E 133C
35 / 134
/ I I \ 114 120 124 126 �4? \ 133 t `
34 32 31 S0 29 2-
/ 33 28 115 119 � 125 137 136 ;` 135
o
138
\ / / 116 %
150 117 118 \ 139
\ 141
142
143
147 / , 144
� 146 1 145
Observed Model -Indicated Parcel Flooding O Outfalls
O Other Flooding Golf Course Flooding Less than 50% flooded ® Drop Inlet
O Golf Course Flooding Yard Flooding More than 50% Flooded ® Junction Box
(Potential Structure Flooding)
Yard Flooding House Flooding Pipe
Flooding Extents
OHouse Flooding Road Flooding Channel
Road Flooding Swale
Observed and Model -Indicated Impacts
Figure 3
Lockwood Folly Property Owners Association I Lockwood Folly Stormwater Master Plan