NCC241540_Site Plan or Location Map_20240611

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., ��,r.�� I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION /'�
�'1�� �.�, FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION: THAT
,„„t11 THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM ...---
Sr.� (/ aw'�Y%�( INFORMATION SHOWN HEREON; THAT THE RATIO OF PRECISION OR, ���„p':.ir:�' POSITIONAL ACCURACY'IS 1/10,000+; AND THAT THIS MAP MEETS --, ...----
Of /41 I� *g Ftlaii0 1P THE REQUIREMENITS OF THE STANDARDS OF PRACTICE FOR LAND "BENCHMARK"
—f�.3�3,',_11; \ �,, An, 4 SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). -_
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ASSUMEDWELLEV.R /-1000 -----
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'�� ` �����i '. CHD.IS WENTLAND PLSCUMENT INALLY N0. 9 2 ISSUED
DN MAY SEALED3 2022BY --
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C��„`,C n,� C. D. WENTLAND, PLS N0. 4312 b
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i/���al". . 001'W,- t*1*� '% • DATE: 05/13/2022. \Y.L� C�5' PNM/�.'
1 �/01140 s�0141 �� Namr
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- ' E VNOTE: ~ -----1---- " °a-- ------------ ioi -- -----
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SUBJECT PROPERTY IS LOCATED IN - -- -®- •- __To - ------------------
A WS-III WATERSHED AREA. - r \ W
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SUBJECT PROPERTY IS NOT LOCATED IN - \ - O 'C
A'FEMA DESIGNATED FLOOD ZONE. ' , ',ll ---- • A=10847 \\ - H O s) CS r,
i /-'- _ _-_ _ �-.. POWER R=430 00 GJ I
SUBJECT PROPERTY IS ZONED "RS-3". A-20.20'. ' /II /. .yD --_ f- - -� _ BOX 1 1--� Q = d o
R=430.00' /�. SILf F -- - B CH?106.20'(TIE) ~
N 77'14'43"W ' . /I ----- \
LRK #20070947 CH-20.19'(TIE) ,' ,.i /, a ______-- _ \
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SETBACKS SHOWN ARE.FROM.MAP OF RECORD, - n ,I' _g -you A=150.88'`-� `` \\
VERIFY WITH ARB BEFORE DESIGN OR CONSTRUCTION. / / __----- R=430.00' \
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; '/ / WALKWAY 1
REFERENCE: I;i'• I/ __ _ _ ,---*--
PLAT
CABINET 14,SLIDE 17-18
MOORE COUNTY REGISTR'!
ACREAGE DETERMINED V� _ _? '®' '►'�1 /.I7/ \�
BY COORDINATE METHOD. i % A i 1
NOT INTENDED TO BE PREPARED I; iI •^ / .�/fr.—,
s_ 29.2' ,, `
FOR RECORDATION IN ACCORDANCE ,I� i t Asiir Q i -y, 1JWITH G.S.47-30 AS AMENDED. ,II „^ I{• I. •,/ , \ Z
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,4 rl {^ f % /HOUSE �- - __, CALC �, LATIO\ S
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UNLESS OTHERWISE DENOTED, , ` ‘,..,,,,,,,,,,,/
, i ' irO� Oe EXISTING IRON STAKEI 1 1 , UI,� im 1 % /, :/,....0/,,) ��j ,��'``' _ LOT SIZE: 41,672
Y-EXISTING CONCRETE MONUMENT 1 E 1/ Acr" 31'; � HOUSE FOOTPRINT: 4 I w
0CI=SET CONCRETE=SE7 IRON STAKE MONUMENT 11 �J,v /I+ROrANetANK' I�NPL , ' / , 1�
ti-SWARE FOOTAGE '1 1 1 / V-T ! I/ ' •, •,' I VI 405 1/
m=PSEwER SERVICE sn e I °'' I Gj/ / 000 /01,' / I-7.-- J y WALKWAY CONCRETE 407 Q W
0-TELEPHONE SERVICE STUB ,� Q 0 r ( s, ! e- 3w-N z, DRIVEWAY CONCRETE 2,523 W Q
=CABLE TV SERVICE STUB '1 ` \ 1 - I ' - , > j
I,, ®=WATER METER I `\; \I ar IIO.OG I . 1 I • /'//' i 1 0 °'
I .J®�.=FIRE HYDRANT o �11 a1.a\ '���-I/� I y m TOTAL IMPERVIOUS COVERAGE: 7 245 17%\
9'=AREA LIGHT N,N I )7 /I / , , —� A ( J
®=BURIED PROPANE TANK u J 1 y ('�+J•^-`�%\J / ' -
II-SANITARY SEWER MANHOLE y`fl' • 1,` I Y 1 \i�'� / ,/ �, _ / II
® f I 1 �? 1 ; TOTAL DISTURBED AREA 10,730(25%)
r.N=.CATCH BASIN f II 1 I 1 Awls
` 1 1_ Y' „b�Y ; FTC011ry1I ; 6 ii I ,yy��t)yp�Ip1,, h.I..I�I. G I I I I I � •�V.'ir 17�ePINETREEW/512E NO1ED 'IL S T ': (\ 4072 ri\FtII /j j i viibb(( , , . K - 0.'1�6 I ; ,� ,1 E L E V A T 0\ S ZHOLLY TREE - 1 `
1 \ • )• i ,R II ( 2' D TOP OF CONC.FOOTING: 110.00
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I . , I i 1 I �l1'; TOP OF FOUNDATION: 113.67
% m I , � I i TOP OF FINISH FLOOR 114.67 w 1 1 w I , I , , , 1 ;
1 , ; ; , I ` I I I ; e; TOP OF GARAGE SLAB 111.50 v
\\ I I I I I . , TOP OF FRONT PORCH 114.50 , m
I a , I I i cn 0 c°v
15.0' 1 / 1 ; / ' i I I i , 'i �A y
i l it i, t i - ' /, / ' I' � I ! ' I h'y
' 'i i i / ' ' 4 (BUILDING SETBACK LINE____w-�
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TOPOGRAPHIC SURVEY FOR ' 1 I / / J
i 11 ' 1 1 1 ; ry -----
p/y H f IRON I & ply ELSEA
gp� /p� g�T+, y��Y R J i I
1II «:r,_ i/ / Rens:
'L/ OJ 111 1 I;,J1JL1A .11J�J-.J i I i ' 151.541 1 2/15/2024
LOTS 1853, SECTION 18 _ , , 1 I S 64.10'12"W I
Drawn by:
FOREST CREEK GOLF COURSE DEVELOPMENT ----------------- JOG
_ Checked by.
McNEILL TOWNSHIP, MOORE COUNTY, JDGDate:
SOUTHERN PINES, NORTH CAROLINA �.R A ___- ---- 2/20/2023
MAY 13, 2022 —*— SCALE 1"=20' So GREE1� wP 'r -------------
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CHRISTOPHER WENTLAND, PLS ---_----
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LAND SURVEYING—LAND PLANNING ____ ---
PINE•HURST, NORTH CAROLINA -- ---------- "UNIT 16, PINEHURST INCORPORATED" /
20' 10' 0' 20' 40' ---
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