NCC232043_Site Plan or Location Map_20230705

/
/' \ GENERAL NOTES
1. ALL WORK ON THIS APPLICATION SHALL BE IN z// \
/ \ ACCORDANCE WITH ALL APPLICABLE STATE AND —
/ \\ LOCAL CODES, LATEST AMENDMENTS. N
\ �
/ \ 2. THE CONTRACTOR SHALL REFER TO DIMENSIONS AND I
// \ SHALL NOT SCALE THESE DRAWINGS
\ co
// \\ 3. ALL DIMENSIONS ARE SHOWN TO THE FACE OF ROUGH
/ \ EXCEPT WHERE OTHERWISE NOTED, o
\ Fr,
/ \\ v 4. ALL PARTITION WALLS ARE TO BE 2x6(5 i")/
/ \ CONSTRUCTION UNLESS OTHERWISE SHOWN.
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5. NO LOADS SHALL BE APPLIED TO SUSPENDED
/ \ CEILINGS. ro
co
/ \
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/ \ 6. THE CONTRACTOR SHALL PROVIDE BLOCKING,
// \\ GROUNDS,ETC. FOR FIXTURES, SHELVING, TRIM, oo
/ \ GYPSUM BOARD, DECKING,PLUMBING FIXTURES, ETC., n o
/ Pt"
\ WHERE THEY ARE REQUIRED. / oGOLF COURSE / \ cS/ \\ 7. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL
VERIFY AND COORDINATE ALL DIMENSIONS AND O
/ III' \\ DETAILS PRIOR TO PRECEDING WITH ANY WORK. ANY o
III \ DISCREPANCIES SHALL BE BROUGHT TO THE
Mt
\ ATTENTION OF THIS OFFICE IN WRITING IMMEDIATELY.
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1111
4iItl DRAWING SCHEDULE
\ ® --i ^ \
\ -f /( \\ \\ �\ SHEET NO% DESCRIPTION
Ill ��\ i \ I / \ �I \ LLD.1 SITE DEVELOPMENT PLAN - TOPOGRAPHY / /1
\ //Ng•42'31 E \ ��'� /,''���/ \� \may .LD1.3 EXISTING CONDITIONSD1.2 SITE PLANNT - TREES �.l
\ / jgp67'/ // / / / 1111 / 51.1 FOUNDATION PLAN /\ __ 7
/ / \\ /' /' // / / ISTS
' %' 52.2 DORMER ANDS2.1 MAIN LEVEL FL OOF STRUCTURALO
\ / r / i / \ / / /J \ / 54.1 ROOF TRUS LAYOUT
/ / / �, f /�--J / /�� _ Ih // A2.1 MAIN LEVEL FLOOR PLAN r 1
I // /� / / // \\ // /�-_� / / 2\`A�• /' A4.1 ROA3.1 IN PLAN DIMENSIONAL PLAN `J
® I l�/ \ C i ?y�s<. / 4'11111) A5.1 ONT&RIGHT ELEVATIONS
\ _ / \�495- / / / / r \ 9• TRANSFORMER / / A5.2 REAR&LEFT ELEVATIONS
\ / 4�9 �/ 7- \ / / J
/ / \ TEL. BOX // \ ) A6.1/ SECTIONS O�
\ / / \ ` / / \ \ \ / / AYi DETAILS
\ I / // a I \ \ „�/ /'�\ / 8.1 SCHEDULES
\ ,J - / / / ( \ / / o` / \ \ ,re/ �\\\J. /E1.1 MAIN LEVEL ELECTRICAL
\ l I / / ) • - • • • • • \ \ \ \ ,��,.°9aye ,.
D � _ • �� v / // 0
\ / 7— 3 /
/ \ \ \
— � \ / ( J ( �� \ ' SITE DRAINAGE
\ -� / /� 1/:17
/ \ �' '��.11 _1 V \ \ /51E UN 5"E / e e e Q W
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V A �/ / 78,939 Sq. Feet �� I °� 1— J m
\\ \\ I �� cT 1 ���, 1.81 Acre Total ��, �/ V Iyi + // WI 'v rr CL ��v v II / �; ,' // , co
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v v i� v / ) ���: 5 , z z
_/I / �` MAIN LEVEL FF : 500.5' I OUCN W
\\ \\ / \ �' /// / ® / / //� `` i1 PORCHES/DECKS FF 500.21' n co W
\ \ , / TOP OF FOUNDATION 499.32' Ln ��
4� )1 1!!
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\ \ \ _ _ / �` GARAGE SLAB FF 498.83' W
\ \ / ' I \ 1 / ��� / TOP OF FOUNDATION : 499.32' N W(~j)
/ / `' o GRAVEL LEVEL : 498.5' n N Z W
\ \ ( / / / I \ ) �` / Q EXCAVATE LEVEL : 498.16' Q I W
V A i� / / A do 1+ / / / o 00 0
\ \ �\ / ) \ ti..dV" / / E. RETREAT FF : 498.5' Up
0,1
` / o PATIO 498.21'
/� 5 `' �< TOP OF FOUNDATION 497.32'
S s
I11 �I/ /® /' ti/56�ti i/ NH> e.A`v / O
\ N:533,231.51 ` J
E:1,873,106.69 I,5� I / 4�
\ /�, `` / IMPERVIOUS SURFACES
l I / / HOUSE : 4,631
\ \ / GARAGE : 754
\ Revisions:
o DRIVEWAY 4,893
iit
o \\ \ N 8j 5 /o c o ® / `\ \\\\ / WALKWAY 240 by:
\ \ \ 4p0p9'W \ PORCHES, STAIRS 1,766 Drawn
\\ `_ \ \\ / '/ /' TOTAL : 12,284 LJC
l / A 71.20' Checked by:
\ / / R 50.00'\
\ N A 15.56'
\ \\ ���\\\ _ / B S60'05'S6"W R 20.00'\ /
\ \ '"\\ I C 65.34' B 579'05'09'W\ / Date:
® \\\ \\\\\\ 06.21.2023
e
UTILITY EASEMEN
\ \
\ \
\ \ / 20' 10' 0' 20' 40'
PLANS,DESIGNS(ORIGINAL AND DERIVATIVE MODIFICATIONS),AND CONCEPTS ARE NOT TO BE REPRODUCED \
AND ARE SUBJECT TO INTELLECTUAL PROPERTY LAWS.ALL PLANS HAVE BEEN PREPARED BY AND ARE THE \ / '' II PERMIT/�
SOLE PROPERTY OF CAMINA DESIGN&CONSTRUCTION.INC. \ \ / DOCUMENTS

/' \ GENERAL NOTES
/ \ 1. ALL WORK ON THIS APPLICATION SHALL BE IN z/
/ \ ACCORDANCE WITH ALL APPLICABLE STATE AND —
/ \ LOCAL CODES, LATEST AMENDMENTS. N\
CS
/ \\ 2 THE CONTRACTOR SHALL REFER TO DIMENSIONS AND I
// \ SHALL NOT SCALE THESE DRAWINGSco
/ co
/ \\ 3. ALL DIMENSIONS ARE SHOWN TO THE FACE OF ROUGH
/ \ EXCEPT WHERE OTHERWISE NOTED, o
/ \ Fr,' \\ 4. ALL PARTITION WALLS ARE TO BE 2x6(5 i") v
/
/ \ CONSTRUCTION UNLESS OTHERWISE SHOWN.
// \\ GO
5. NO LOADS SHALL BE APPLIED TO SUSPENDED
/ \ CEILINGS. ro
/ \ co
N
/ \ 6. THE CONTRACTOR SHALL PROVIDE BLOCKING,
// \\ GROUNDS,ETC. FOR FIXTURES, SHELVING, TRIM, oo
/ \ GYPSUM BOARD, DECKING,PLUMBING FIXTURES, ETC., n o
/ \ WHERE THEY ARE REQUIRED. / o
GOLF COURSE / \ c3
/ \\ 7. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL —
VERIFY AND COORDINATE ALL DIMENSIONS AND O
/ \\ DETAILS PRIOR TO PRECEDING WITH ANY WORK. ANY o
II \ DISCREPANCIES SHALL BE BROUGHT TO THE Z
\ ATTENTION OF THIS OFFICE IN WRITING IMMEDIATELY.
�•� .III \\ E
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2, I 4*...'" �2� ,14�� 1111111111°
DRAWING SCHEDULE CY
,y3R • R/ o \ �\ SHEET NO% DESCRIPTION
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\\\ ,.' o \ / ^ 'III €11) LD.1 SITE DEVELOPMENT PLAN - TOPOGRAPHY ( /�
\ 8t•a2 3Y' 1}� \ ��D1.2 SITE DEVELOPMENT PLAN - TREES v v
,LD1.3 EXISTING CONDITIONS
\\ a,� °-140 s7 \\ / // ./ S2 1 MAIN FOUNDATION
FLO N JOISTS /
\ `% ow0 �10°". \� /®\ / \ /� ll iS\ \® 11011
/�/ / S4.1 ROONF TRUSD OOF LAYOUT STRUCTURAL /O
\•/ \ \y�R� \ I / / \y®/ \ Sx FIIII, / / A3.1 MAIN LEVEL L DIMEONSIONAL PLAN
/Y41\ per""'\ /2\ %-: m \\ \pq�// / \ 2 6�g // A4.1 RO PLAN
/ �1� ^i Noir
\ // \ �R S' / / A5.1 ONT&RIGHT ELEVATIONS
"' / \ 99• TRANSFORMER / C ,
\ ►9. ® \ / / a �� A5.2 REAR&LEFT ELEVATIONS 'C''
\\ .�k 4 2R\ \o / \\\ y®� / / /7� \\ TEL BON //' AY1/ DETAILSSECTIONS
SI 0,
\\ R \ / \ ry64// �\ / 1.1 SCHEDULES
x 3\ \/ ®R/ 9// / / E1.1 MAIN LEVEL ELECTRICAL
/ /
\ I 06 \ /3\ N* % > (f) t
_ 2 , _ n1F-L-
� V2 ' �/ �� � / /Ni.03 i / e e e =FENCE
,7 %
\\ /� /5\ \\\e ` /'%;!,i �i �1 ,/ ///////�/, A ;\ \> / �` / % / "i8P=PINE TREE W/SIZE NOTED X
\ \
\ \ \ / 0.
/ II. co
�� \ / =OAK TREE
\ \ > \ �4R µ'• / a`� \ / #�=HARDWOOD TREE
5 2
\ \ '�\ //viit _ -*� ` •=DOGWOOD TREE >
I`_ % / Will'-'7.1....-----------"•1111\ .../ —1::
/ �f
Er
/O— =AREA LIGHT
V A ��� 78,939 Sq. Feet
\ A®/ i ��� ; �,„,...-�� 1.81 Acres Total / � / A /TREE TO BE REMOVED 1---
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ICH-I_:
, U\\\\ \\\\ '' \ / 'y �```, // MAIN LEVEL FF : 500.5' S / W
/ ® / `� 1 I PORCHES/DECKS FF 500.21' n O Imi
\\ \\ \ \\ .6P' ` / / 11 TOP OF FOUNDATION 499.32' — cL'
II
\ \ \ _ _ _/ \ �;, / GARAGE SLAB FF : 498.83' Cn =1—
\\ \\ d \ / / \\ ®/ `�� / ` TOP OF FOUNDATION : 499.32' n N LJ(n
z / \ GRAVEL LEVEL : 498.5' N =LLJ
/ ti� �`���` / Zit EXCAVATE LEVEL 498.16'/ Q
\ \\ „ham / \3�\ k \\ y,�^�\ � / RETREAT FF 498.5' (� N
21'
\ \ -o \� s / o PATIO 497.32'
yR ` TOP OF FOUNDATION 497.32' n
0
\ 1,R73,231.51 1DR.R9\ / s ` \\\ // _I\ \ — `,- IMPERVIOUS SURFACES
\ \ , , / HOUSE : 4,631
GARAGE 754
\ \ 8j c � I''''
` DRIVEWAY 4,903 Revisions:
\\ \\ N \\ A'Z4.0p09.w °o' \ / WALKWAY 217
\ \ \ \ PORCHES, STAIRS 1,819 Drawn by:
\ ` \ '
/ TOTAL : 12,324 LJC
\\
\ \ * A 71.20' / Checked b y:
R 50.00'N\ A 15.56.00'\ 7
'
\ \ \\ B S60'05'56"W R 20
\ \ \\ i C 65.34' B 379'05'09'V\ / Date:
\\ \\ \\\\\\\ \\\ O\\7\\\
\�\\ 06.21.2023
UTILITY EASEMEN e
\ \
\ \ / 20' 10' 0' 20' 40'
PLANS,DESIGNS(ORIGINAL AND DERIVATIVE MODIFICATIONS),AND CONCEPTS ARE NOT TO BE REPRODUCED \
AND ARE SUBJECT TO INTELLECTUAL PROPERTY LAWS.ALL PLANS HAVE BEEN PREPARED BY AND ARE THE \ / PERMIT/�
SOLE PROPERTY OF CAMINA DESIGN&CONSTRUCTION.INC. \ \ / DOCUMENTS

-- I
s F2RESTJLMER- /
/ Y„ -� -* // F I hereby certify that the division of property shown and described
' , i \, n hereon is exempt from the Southern Pines UDO by PLAT CABINET�, SLIDE —definition and/or ordinance.
'"i8 ` - / - Digitally signed by Cindy - I. S. R. SHEFFIELD. CERTIFY THAT THIS PLAT WAS
OR RECIETRAT[eN REGISTER OF DEEDS
t \ ' - / Cindy Williams Williams d�avD R,rLtn DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
i .j Date:2022.03.0915:46:07-05'00' - M, 2 @ "c SURVEY MADE UNDER MY SUPERVISION THAT
i �,• I March 14 2022 0 56 66 PM THE BOUNDARIES NOT SURVEYED ARE CLEARLY
,'/ * Book 19 Page 302.302 INDICATED AS DRAWN FROM INFORMATION SHOWN;
S / \ �s'/ Planning Director Date FEE;S21.82
\i fk \ INSTRUMENT II 20220944�6 THAT THE RATIO OF PRECISION AS CALCULATED
w,, F / \ IS 1: 10.000+; THAT THIS PLAT WAS PREPARED
State of North Carolina FURTHER:� - rr, ;-' - In,J \\ IN ACCORDANCE WRHG.S. 47-30 AS AMENDED.
_- - - I,T�rvire V O 4 k S . Review Officer of •
\ THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS
Moore County, North Carolina, certify that the map or plat which this \ THE RECOMBINATION OF EXISTING PARCELS, A COURT
`•` =;T certification is affixed meets all statutory requirements for recording. / \\ ORDERED SURVEY, OR OTHER EXEMPTION OR EXCEPTION
I—O C AT I O IV 1-G ETC F--1 /// •\\\ TO THE DEFINITION OF SUBDIVISION.
t/1 ' V`�L'-•C7-c - !TI•'I'o`�a / \\ WITNESS MY ORIGINAL SIGNATURE. UCENSURE
q?„,-Arskce w Officer Date // - \\ NUMBER AND SEAL THIS 9TH DAY OF
\ S: 97000124, 97000125 / II/ \\ ® - MARCH , 2022,A.D.
\ - Approval of this exempt subdivision plat constitutes compliance with // III�II \\\ aCARO"",4
\ North Carolina General Statute 160D-802 only. Further development of ,\t�
\ the parcels shown subsequent to the date of this plat shall be subject \\ • ,. r?
\ to all applicable Federal. State, and local laws, statutes, ordinances IIII) \
\ and/or codes. 1 \ ` 3
\\ S, R. SHEFFIELD, PPP�iT 3ti5, •L-t36s '
c
\\ 8 \\ CORPORATE LICENSE NO.C-1987 •'.,9� �1 `�
36 E ..SUIT:"• O,
\ N692219 " I'
\ ) EF :,GOLF COURSE \ \ UNLESS OTHERWISE DENOTED,RON STAKE
•
ZpO \\ ■=EXISTING III=EXISTING(CONCRETE MONUMENT
'I i O=SET CONCRETE MONUMENT
\\ \ N81-42'31'E \ O=SET IRON OTAG
-SOUARE FOOTAGE
\ 140.67' \\ / UTILITY POLE
\ \ \ / \ / e WATER METER
\ \ \ / / // ®-'WATER VALVE
\ \ / N III /
\ \ / \ n I, / FIRE HYDRANT
\\ \\ / / \ /�3,4 // I�M=CATCH BASIN
\ \ // \ '99•Se TRANSFORMER // / O=SANITARY SEWER MANHOLE
\\ \\ // N TEL.BOX / / ♦=POWER SERVICE srue
\ S \\ // \ //' / SEWER SERVICE SR1e
\\ b. \// \ , A T / 0=TELEPHONE SERVICE STUB
\ /\ \ 4,.,094. 0=CABLE TV SERVICE SUB
\ \\ N �� s°F // - 0 =FENCE
\ \ — — \ \ /
\ \ \ 11E UN.y6 E
\ \ \ \ p3� /
\ \ \ \\ N �242.15j/
V A \ --
\\ \\ \\ �29\ 229\ // h / ,��'
\\ \\ \ // 5" / /'' I
\ \ A�� 78,939 Sq. Feet / ,i'
\ \ \ /1.81 Acres Total /
// /\ \ \ \
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V AV 228 vV / / /./
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V A __ _� A �/ -/
A A / \ �.yyd0,�N1 / A 126.77'
\ \ \ p ' / R 470.00' / I
\ \ \ / �"fa B 549'16'571V //
C 128.37'
\ \\ \ q'� ryl / //'
\\\ N:533,231.51\ // ry'"'SrOA 1� \\ '' ''
\ E:1,873,106.69 '15S3 \ '
OWNER: \\ \\ / / RECOMBINATION SURVEY FOR
BAILEY81SANDERS -' BAILEY SANDERS
SEVEN LAKES WEST \ \ \ tt77, x° =oint
-� �
WEST END, NC 27376 \\ \\ R \\ N7,•00'aw °•
• ‘ �/ LOT NOS. 228 & 229, PHASE 1, SECTION 2, SHEET "A"
SURVEYOR: \\ \L.— \\ ' \ FOREST CREEK GOLF COURSE DEVELOPMENT
STEPHEN R. SHEFFIELD & ASSOCIATES, P. A. \ \ ' �' INTO
A 71.20'
1680 NC H . 5, SUITE NO. 170 \ `ram R50.00'\ .'' LOT NO. 229R, PHASE 1, SECTION 2, SHEET "A"
9B0RDEEN, N. C. 28315 \ \ B S80'05'S6'W A 15.56'\ �' FOREST CREEK GOLF COURSE DEVELOPMENT
910-255-0420 \ \ C 85.34' R 20.00.\
REFERENCE: B 151 7•\\`W` /
DEED BOOK 5661, PAGE 295 \ \ . ® ® / t
PLAT CAB. 6, SL. 509 \\\ \\\ I \\���. ' ' MCNEILL TOWNSHIP, MOORE COUNTY
MOORS COUNTY REGISTRY \ ��-EASEME \ `� ' - SOUTHERN PINES, NORTH CAROLINA
ACREAGE DETERMINED \ \ 1 ' FEBRUARY 23, 2022 —s— SCALE 1"=20'
BY COORDINATE METHOD. \ \ / STEPHEN R. SHEFFIELD & ASSOCIATES, P.A.
\ \ 1680 NC HWY. 5, SUITE NO. 170
\ \
\ \ ��' ABERDEEN, NORTH CAROLINA
/ / 20' 10' 0' 20' 40'
228-229-FC-2022.DWG \ \\
Carlson Projects\228-229-FC-2022dwg 3/9/2022236.17 PM