SW6130201_Site Survey_20130222

tiQTES.. -.�. "`"` -- ....:. _._._ __- -. ----_ _--�- --._ \ -�-^ .� ---_ _ EP `-_... � 4e.
THE PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR RIGHTS -OF -WAY. ._._-„ --_ -- 254 8 =� 253.6 ' 252 7 '^- EP
_ 57.9 249.7 _ � SCULL RO
SET N, REBAR AT ALL CORNERS UNLESS OTHERWISE NOTED. HAD 83 "CBL 1030" -' 257.4 - - 56.2 - - - \
AREAS COMPUTED BY COORDINATE METHOD. HAD 83/2011 _ \ \ \ t \ t1 TO FAYETThVI��
01 N=463,633.14 _ `~ 258.2 ��_®�� 11
UNADJUSTED RATIO OF PRECISION: 1:65,432 - 1
E-1,943,698.18 259.3 -- \ 'S�
SUBJECT TRACT ZONED: HC (HIGHWAY COMMERCIAL) ELEV=302..19(NAVD 88) , ,_^-_ _� ®\�� - �,_
ZONING REQUIREMENTS: C.F.=0.99987114 - -� "- -- - \ \ 2 \` SDMH #6
MINIMUM SETBACK FRONT=50' ` `\ 2 \ 2S \a RIM-247.63 O$
MINIMUM SETBACK SIDE-10' ��
MINIMUM SETBACK REAR=25'
MINIMUM SETBACK CORNER=20' _ \ \7 2542 Z �_
PARKING = 1 SPACE PER 300 soft 3E-._..._- _ _ ..__ �E._.._ ....� .- - _ -. _... X755:4 __- - '�. - �(-252.5 -� - _® �, , .-.....Sp+o
259.7 258.8 258.8 ,' " 250.9 248.8 O
1 zs7.s % US HIGHWAY 401 g i N
SUBJECT TRACT ADDRESS: U5 HIGHWAY 401/N. PARKER CHURCH ROAD / i o / %r 6 g
% �f PUBLIC RIGHT OF WAY WIDTH VARIES / mw= / / \ \ y p TOTAL ACREAGE FOR THE AREA ENCOMPASSED BY 1H{5 MAP IS: 2.059 acres / PER DB 292 PG 492, DB 284 PG 786 �'
NO DEVELOPMENTAL STUMP HOLES REPORTED TO THIS FIRM WITHIN THE LOTS WHICH MAKE UP TM16 MAP. - - - - ----- -+-' --- --- --- 4IP d NG
` R/W BOOK 1 PG 37 f ROAD SIGN;
SUBJECT TAX PARCEL 494560401076 260.1 ,/- 259.0 258.5 WRONG AY / / J`'
�'0 zs7 NCDOT MAINTAINS ( -yf ROAD SIGN i 0 ��
SUBJECT TRACT DEED REFERENCE: OB 697 PG 434, SLIDE 3-34 MAP 005 f259 r / --�"' 258.8 256.3 -- - / 7ENTER)! j0� =G$
THE GRAPHIC REPRESENTATION OF THE UNDERGROUND UTILITIES SHOWN ON THIS PLAT ARE APPROXIMATE. THE ')•� ,.0 - s- 54.9 P N TtP A�
LOCATIONS SHOWN ON THIS PLAT WERE ESTABLISHED BY THE FIELD LOCATION OF MARKINGS REPRESENTING ? �(258.5 up,j s/ " _ , 254.0 253.3 -51.3 250.2 GIVE 2'a
1 1 (DO
UNDERGROUND UTILITIES BY OTHERS OR OBTAINING INFORMATION SHOVING APPROXIMATE LOCATION. S 5"RCP N ----- "'J� �^ ` / _ - ` "�F 252.E 252'1 .� y0 p,'1� ` x 1:oTP,x
8 NV=256.29 --257 Y_ - L'C� CC .CC-•" -� - ` I"' 249. - /ry 246.7 r . A • b
NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION AEFORD "CBL 1030" 11 /- 56" / LL
OR BUILDING ADDITIONS WITHIN RECENT MONTHS EE NOTE l257 2 J _
®4 SD 15 CP SO-- _ _... _ 2s4� 253...E -=GC �---� �r -- - 4tGN v/pNln MAP
NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, `-'� \ " 258.E x 9.1 {\ -X�S'� 4.8 x ._.--252 � pl 1 %� (NOT TO SCALE)
MENNEN
OR SANITARY LANDFILL -,- _ INV-2 .Ot- .m_ :a 254.2�~:_ xz53.6 - "251 250 249� �.-. --� 247. a,'
9� �\ �-- 256-� -"Y55- X'253.� )( �' .--_2Ag RIM=245.81 y0
�/�/ -257--`_ --�_� `-� _ 2" 52;6 ^_ X251.2 '.'_7C..�.50.;` 250. 249.3X �,�. i(248.5 X247.5 C-247 OUT=244.1 .._..�A _ ' °` / DI $2 ~ /
THE NCGS COORDINATES WERE ESTABLISHED BY USING A LECIA SYSTEM 500 GPS RTK (.��.h 9 _ _%
UNIT AND BASE STATION LOCATION WAS NCGS MONUMENT 'RAEFORD COL 1030' \ 74 'Y84 FC/ -'"" `258--- -_ _" �._ " '� - --^. \\ \ CABLE / > RIM=242.24
e .1 ------SrrR2 a0 �2�NFj /-,POINT OF BEGINNING "-259- 1' ''-. ____ ~`'- -"^- ' '�+L � -- 1_ V T W,`
t( '�.--vim --- _--+1 ---� -- -- 246.3 .
79
LANDSCAPEBACK FLOW\J8 9• O' FOUND #4 REBAR ._� qN_E rat"- �� -"' -�`• -+rF- �'� `"i'�--'�'� -v1--- 8'y�lt1ER L E A - ~� r OU I-2 9.
CABLE AREA PR NTER \J$"4, F NCGS COORDS 2g -`` Y,-TIER 'nri' -.,_ - \„^ --�'l -- - C / OUT=239.73
12 \` �P/r
-v'C._- C C C '�- C C CABLE
-vim' O - --�.-1x--'n- s C _ 0
V O(7 N=465,029.4fi �.,. C C
_ V T WATER \O-vim C G, C --rrr
w•-- Win-- 82 7.90 --
�^-'--- VALVE �x----w--wL -wr- sA- - u'---�----e1'--,'+C -=� C C-F6Qf�D NCSDT __� PEDESTAL G `C C C R DISK249.7 22 C C 1808 59.7 ) 57.1 25582545 248.8c- �- 53.0N577'45 E 8.99' SET 4 REBR "--246 ' � ,Q IIIo
�pREAP---262--_ 261TR NSFOR261,8 261.5 N51'02'53"E148.62' \ �Q 258.' ; FODUND ONCCO N49'56'18"E 100.04' 247.6 r --•� CABLpH ANT ISK
WATER -,wnu�.CABINEM%7�R �P t °M uiw_/ 77'.�S2�5.4.-_z
261.5 YLS d `l
26245 CONCR TE0'`/� f f +a . `'sC' �tPAD(tinC- -20' SETBACK CORNER i� l •)V tr rJ 1 DIVIDED2613 x261.5 1 q(y",\ 1 's'1 HIGHWAY 26*262.5 /+x X 62.1 X260.9x SIGNi % 259./E X258.1 rj X256.6 X255.3 2539 ORE 9 2(`�2.3 t X250.6 X249.2 2483 X246.6 % f0BORE-1 UND III . I ky !V/: f" /
ASPHALT m ro� poi" �r \ r / 245.3>< N 0 REBART 244.9 r/ ry //$ / Tree Table Tree Table
v
/ �t } / v� Point / Description Point N Description
/ �_ I ORE-10 1 / ry ry ,��245.1 % \/ �ry 5366 11'DIA PINE 5386 9'OIA OAK
f 263 \ � / 5367 16'DIA PIPE 5387 9'DIA OAK
!� X261.5 X261.5 261.4 262.6 y� ( / 1 '^r',.-�" ! 1 y�_y,._,,Y-F,,ti,-Yy i�Y' ,""tfY'v"`r"Y-yy-.rfir , l a0 a:-�-. 5368 9'DIA PINE 5388 TDIA PINE
"1 {r X262.7 r% 26�`o.9ti�Y-•`-`' •"`^{-�,Jti I 1 1 '"}--y ! t /ry i v N I �T / 1 I
T ' X258.9 I X257.2 X256.1 X J Y�'""t^ - I / ' N ! 24-4.4 f 53B9 18"pA TUN WINE 5389 YDIA PINE
ill... ( J 1 254.7 r X253.3 y Y---'+'-Y"�"�'r� r ! �"
L �� 248.7 �(/ j 1 f 5370 10'DIA PINE 5486 12"DIA HONEY LOCUST
X24 .3 245. / 1 0 ( ` 5371 127DIA PINE 5563 20'DIA PINE
42 44. Q O A) (n ( (r
CL AN OUT I j 5372 14'DIA P11E 5566 CEDAR CLUSTER
j. C ABANDONED r ' 1 WATER I ((("'
TIUTY POLE I 1 / ' 'tT HYDRANT VALVES ,F �� Q��� 244.9 j 5373 17" CIA PINE 5568 IeDIA CEDAR
261.7 1 l i rI I - _ I( �3 244 3 j �' 5374 8'DIA PINE 5394 8"DIA CEDAR
X �X261.7 &2.1 - I� X ( ( �r /! )1 / {',i �t Jt N (V ,.� M 5375 8'DIA PINE 559b 31'gA PINE
v 26L ( �\ 261.8 X260.6 I I X258.8 X257.3 + X255.7 X ! +! / ON SITE TBM U' % �Qi /" \ N `�' 5596 13'DIA CEDAR
N 5376 16'DIA PINE
A i 254.3 ! X252.8 / X251.4 I X 'r • ! TOP HYDRANT t i w t` 0 00
5377 11'DIA PINE
( ! 250.3 I x249.4 1 5595 X �. Q yj{j� 5745 44"DIA OAK
rj 1.9 r,.(, r`+ u� rf 1 i I t ( t-.t1' J 247.8� 246.0 ELEV=246.50 X244, r 't�44.4 •�C sI V / ! 5378 18'DIA CEDAR
{ / / I + L N N N j �� ly NAVD 88 ( / / 41 4J 2 / ! ✓ 5751 16b1A PINE
11 ( '� 24-4.8 5379 10'DIA PINE N / t 244.3 5380 9"DIA CEDAR 5752 19'DIA PINE
LL HOUSE / %
t ( N y0 .�) J Q V !
RE-8 ! !!
WHITE LAKE AMALGAMATED, LLC { �ry /ry �/ \ I j �� ra� 5795 sou PINE
DB 744 PG 422 1 *262.6 X261.6 ' x
1 F V15381 9'DIA TWIN CEDAR
VC HVAC 261.5 -� t 260.5 �259.1 X257.3 X 1 .t 1 g 1 /
s38z 1a'D{A cEoaR
I / t 5795 24"DIA PINE
Ol- r f/ 5383 17"DIA PINE
SLIDE 3-34 MAP 005 DRAIN I 255.7 x254. X252.8 X 2y5- i 1 15"RCP i 5796 91 PINE
y I 251.41 250.0 � �, { � . / r `* 5304 191 PINE
ZONED HC (HIGHWAY COMMERCIAL) jt62•o �) \�1 i ` HALT OIL COMPANY, INC l "�52.1 �lz4j'' Xz4s.7 2aa.3X1 m N,v=?41.71 ( / saaD 23'DIA PINE
COMMERCIAL t f 'o, I 1 >- l Y 0 1i 24 .4 \ � 53Bs a~Du ov<
/1 U o 5801 20'DtA PINE
IN Iy. ;VN I DB 697 PG 4.34 �+ �a 5802 12'DIAPINE
r" w 244.5 w
I I ry ! 266.y SLIDE 3 34 MAP 005 LOT 1
1 STORY METAL BUILDING i/%, I ' TAX PARCEL# 494560401076 \����s2s3''� r 4i \ , NPARKER UNITED METHODIST CHRUGH
JJ 1 zaa.1
N S�.P�1 J DB 711 PG 773 5803 YDIA PINE
261.5 3 , f' ZONED HC (HIGHWAY COMMERCIAL) r Y �a o:� / ZONED R-20A
FFE= 262.3 LEAN OUT I / ' I ` O 1 z 1 t 5804 i5'DIA PINE
o AVEL
zs2.6 X261,7 X 89, '' DR a 44.o RELIGIOUS INSTITUTION 5805 /5'DIA PINE
Y i
260.7 X25 .3 4 X257.6 704 9Q.ft. r 5806 7"0IA PINE
f`256.0 X r Io ocf 3 r r t
RRIGATION r i 1 ' r V (� 2.059 OCr88 253.7 X251.5 X :a iu}q
262.0 VALVE z i �8 St-6 VACiAN� !1 250.2 248.9/ X�46.7 X245.6 244. ^1 244.5 �' 243. I 5807 22'DIA PINE
n
c`i� f o 1 244.8 1 44.0 I Curve Table
DI #7 U !
m / 261.3 1� ! Y '� \ \ , , ,� a n N N a Curve // Radius Length Chord Direction Chord Length
86 I f RI g
/ m 'p m 'rt n a 'r' o N / r 3.6' 243.9
,r x 0 X261.8 (�' J Q J N c" N u1 t•' N N �' N / / ! IN=2a1.50 n I
; IM&2.2 X N o l�, ou7=241.50 29. 44.2 / Ct 3670.00' 81.12' S22'36'56"E 81.12'
j / 261.6 / X260.8 Io X N I �F tt }� \
f f / N f / N 259.5 X258.0 X256.1t IX254.9 X
ASPHALT ` I I 53.2 1 X251.6 �' X250.4 X248.4 ' t ! 246 4 245.9 J-1� / SO
` \ a
sDILAPIDATED 1 r U 244.9 240-'"-
i k FOUNDATION �\• 18'RCP
INV=240.56 f
1 q _
J 261.7
X2 1.6 X 281.1 S N * 1 I J �F� 1 _ t "� +- y? Y F4URE8AR I t ' "C.""� �-- �-'4
i ; 261.7 X261.4 X260.4 X / J 3" CLEANOUT J M 1 {/ f /`f.• r i, r /f. S. 'l ' 259,4 X257.9 X256.� X254.8 x' r
/1--,
®B x ! JERRY TRAMS WHITMIRE AND FE
j i �� UE UE- , / 253.1 X251.7 ' x 1'"'. r j I t /.
_ oe zs1.1 *SORE ORE-4 ! ( N ELENA ANNA WHITMIRE1
.,, ..�,�„_,_,_,_•-». •26f•' Hft,h ENS` ,'` �" t 250. ' 246,2 X245.4 v Ir) 4 .0 r
cAeLE L I z62'--- v �v I -. � 1 244.9 DB 870 PG 729
PEDESTALS ( -" -/` \ r< 1 I tO LOCATION APPROXIMATE
PIPE , J' -�--,. ra 1 18"RCP 24q� / SLIDE 3-62 MAP 008
.'n INV=244.04 J
(PIPE ROKEN) ZONED R-20A
X Ir i -\\\\ �--z84� `�" APPROXIMATE w Y •h ry ca 1 1 RESIDENTIAL
261.5 X261,5 l 261 1 ' `, �\ \ `\ hh i LOCATION OF rA` H I k5 v b CABLE
X2643" •✓--X263.9 �`� \ 'i X258.9,,�' /` i /-. \ it r i j w 'L n"nj n A81NET
' `• i Q�11.6 / \ X258.5/ 57.0 ! ` )} SEPTIC TANK r �hJ 01 I
4"HOPE ' �270� 264-- - �.� ? ,/ .� / \ X254.9 ( X252.8 t X ' i TOP ELEV=24b.0 t.?- n SET �L4 !(/
INV=260.7 ` / �- -263-. -'� �-. 1 �' / `� / % f 251.5 X250.2 � j I / i� i' Jf246.8 246.6X REBAR ! 1 J 1
\ _ / r "� 251.2 I �. 45.0
1 it A 262-- ----" .!% /"' �✓ i l l ,/�`" 18"RCP .� ( CONTACT INFORMATION To
4"HOPE I tl ` yl ii/r' / j f• ' ,� ^ N=465079.994 I 245.1 C. Goes Brooks, PLS NC/SC/VA
l J J' I INV=2yyg 14 I Y
INV.260.66'� ...a; `,`/'*Iy / J ( f }..)" I (, l FareSita Land Surw "
P.
JF�ro / // /' f ,.5. €=1958259.238 r` / 244.7 Surveying Thte is to cartity 81at this mop or pIM and the survey an which it is based were made trI
,}-' \ 1 I} I JFV NN % / %' ^"� �! 1 _ �,• / I 1 5950 Fairview Road, Suite 100 accordance with the 2011 Minimum StarWard Detail Requirements far ALTA/ACBM Lard Ttle
X /�I \/ 2a7.s \ELEV=0.00 / Phone (7. NC 2621p
RIP -RA \\ --� 1 26 /�- �. \ '�•1 r 1 �S J ' J-' h r t l Surveys, Jointly established and adopted by ALTA and NSPS, and Includes Items 1-5. 61
1 // ! X252s / \ / Phone (7oa) 553-6171 n(C). iJ. 14. or Table A tnereot.
261.3 X261.3 Y 260 -� �"l t �`,-��,f/ }-J� \ t Fax [phone]D The fteltl work was completed m
•\263.4 �/ X260.8 ` X259.5 X258.3 X �. ( / l }.,' 1 I 9��wn9sain
���JJJ.... r / broaksOfor sitasurve
\ 257.8 ) X255.4 t ! "_''
V� /2 V *250.0 X252.8 X -� I 47.4\ +
�e �- �5389 r 251.E .-538 X 248.3>< �� tea° 247. 245.2 /r i!; JOHN W. PATRI�iK AND WIFE
% '149.8 %2x 6 2a . / /." to CAR
j > r BRANDY N. PATRICK < ........ °<
s , �_� - _) t 14s sz'15" G Y DB 797 PG 224 oar' Ss A%. �ti
----------------------�- r10' SIDE YARD SETBACK ----- - ' < 'r 244 j °' ., pF� / ', 9
\ #4UREBA `,\7�, ( ,/---T-------- `_ 5368 % - 8
®0.38' �.- ,,\ S51'01'38"W 208.14'(TOTAL) 56.3 254.9 .5 '-t''r`FLf)l1ND'14 J l U /IO r'" E 3 62 MAP 00 c� SEAL
(TIE LINE) �"'.J�.?-xJ.Jw'7'.:=.ti x..�t.�.�AJ.J. h-.lJ,�'�.•i J.._'hJ..A_,A.. .h_J._��,1.. .�.._!...�..J.. L,n._.a..J ..>`1..��,:...>,.. - -'.t� REBAR "_. /' �Y 5378 CONCRETE "r 2 A =�1` L-3180 �s
_ SLID
N •oT'36"E 871t �''� -.�.J,t��. ZRESIDENTIAL iy ��:
' - 261.5 261.3 261.0 258.0 FOUND 4 -yam' `' 252.tf '7 `'�� %/ I ' `rty0 .It":� Surveyor
.. _f -"-*' ........... . ......__,f fi'� ` 253. \ .23' �2.5 a- ` ,. 9 g C' ...„SUFt,.+ �Gi
FOUND y�4 260.9 HOOD PR". n:,Y 61.4 259.5 154.9�1----x---- f --r 5375 Ben all that certain tract of lane consisting of
REBAR ro 'r--- ' 1._._�'`.. I REBAR -y .. _ ted in McLmchm Town p. -
L 3180
- e
;':L} .. �----x-- ""� i �: ' l � Y� , proximately 2.059 aaea Iota shi
`� 5373- t .. /f ' Ni� 245. Hoke County. North Carolina. �'�9 00
SHELLYE N. THOMPSON ' / 53a5 \ 5376 J N Ry gR Registration Number
BRIDGETTE L. RICHARDS f Z 5374 ( h -538 s Commencing of NGS Monument 'CBL 1030' having NAD
DB 681 PG 20 SLIDE 2DB 999 MAP 005 1 sass 1$ / r5386 -5383 \_51 ! 250. 7 353 k 1j Ah © , n /{ 245.5 83/2011 grid coo tlinates Na thmq= 46383314
r r 245 Eusting=1,943,698.18 with a combined factor of
SLIDE 2-99 MAP 005 I i o7 As' a 0.99987114, proceed N 8422'19"E 14,240.19' (ground
ZONED R-20A I ZONED R-20A f
RESIDENTIAL I f SJ�� JAMON K. RALEY A� WIFE 5 os 2a7 J� distance) 14,238.39ht(grid
wostof distance)
Hw found
onda a*n
RESIDENTIAL I ^s364 e9
2so. I r,-�5387 ASHLEY R. RALEY th the southern H r y 9
I 9f 261.3 61J X261.5 261.ix X259.5' X257.9 ! X254.'�;�.Y ` X253.9 1 the common ceder with 4MitePa Lake of the Hoke LLC as
-r�J DB 811 PG 606 58 6 rs. i-5804 ' to recorded in Deed Book 744 Page 422 of the Hoke County
LEGEND!J5745 ( l l% 5371 J / Registry, thence with the Right of Wayof US Hwy401 as
-, SLIDE 2-99 MAP 005 9 9
EP =EDGE OF PAVEMENT �- _STREET -0 G- = UNDERGROUND GAS `S/ . t (\ ! 245.7 recorded in Deed Book 292 Page 492, and Dowd Boric 284
CIA =DIAMETER ` n, 1 1 I .� ' s37oZONED R-20A -� , Page ( )
SW = SIDE WALK ' =BUS STOP SIGN -C C- -UNDERGROUND CABLE b \ -.r -,5803 � OUND � I P e 786 the next courses and distances, 1 N51'
cQa UTILITY POLE -0E UE- - UNDERGROUND ELECTRIC N i''��6 N r f N RESIDENTIAL 1W' REBAR / 245'4 OY 53•E 148,62' to a found Right of Way Disk, (2) N49'
BC - BACK OF CURB O N cn
= SITE BENCHMARK I 250.7 i / 56' 18'E 100.Q4' to o found Right of Way Disk,
Cd:G =CURB AND GUTTER _.---sa-----r0-. UNDERGROUND FIBER OPTI I N t I ASS, \ / ,(�X5802 \ l' 245.6' 9 Y (3) N52'
( iii 2 2 41 1' t 8 found
to a set µ r the we ern 26' 52"E N0, DATE REVISION BY
R/W =RIGHT OF WAY CURB ITT nu .OVERHEAD UTILITY LINE ` F
' 43.41 to a found /4 rebar on De western Right of Way
OB =DEED BOOK � = TRAFFIC SIGNAL 80% ---�---nn----vr- =WATER LINE X261.4 I N r`'ar� `*, .a, 246.5X{ t J �jy1 PROJECT NO..
PS - PLAT BOOK = UGHT POLE •-* = FENCE I 4 , I \ ,( 1 \\ r / of North Parker Church Road (SR/ 1411 as recorded in R Y PJY 659 ARCS
PG =PAGE -rx - PRESSURE SEWER GµING AA, X261.2 X259.7 + X, 8.1 j X256.3 Y \)(,25511 5368 254.4 X253.6 ` -. 1 r Deed Book 284 Page 786 thence with the western Right A/A HANDICAP PARKING '=TREE LINE =��.- ,..•••••••A O,q� %'L S \ t,F rl of VYOY of North Parker Chech Road (SRy 14,t) the next �_A��� }} i I/246.11 ALT SCM SURVEY OF 4 S
DIP =DUCTILE IRON PIPE =NCGS MONUMENT `• G 5367 '�" -'S@O �iN X247.8 / n U( () 1-_
Sp = STORM DRAINAGE I.ME ''1 -'ro 'yd' t three(3) courses and distances, 1 S30' 59' 14'E 140.5Y OWNER: HALT OIL COMPANY LLC
NCGS =NORTH CAROLINA GEODETIC SURVE ® CABLE PEDESTAL 4r '?y } X252. s 7 s ' ' to a found DATE
-65 ss- .SEVER LINE �Iy 1^ N a ,y4 fellow, (2) 523' 12' S8' i ht h to a set ,
11/21/2012
NAVD - NORTH AMERICAN VERTICAL DATUM ELECT JC PEDESTAL " °i- 3' �T `9 yi t N ' N �!-'`, I l /l 246�3 ;F4 rebar, (3) a titular curve to the right having o radius DRAWN BY
CF m ca = GUARD RAIL C-2390 rn:
= COMBINED GRID FACTOR �' z ! 246.1 of 3870.00' and o chord bearing ontl distance of 522'
m - TELEPHONE PEDESTAL =CENTER LINE W ; f \ ( x� \ �-... 9 LOCATED IN MeI AUCHIN TOWNSHIP TFR
FES - FLARED END SECTION E5 - FIBER OPTIC PEDESTAL CMUD = CHARLOTTE MECKLENBURG U11UTY DEPARTMENT " y 257.2 ' 38' 56"E 81.12' to o found /4 rebar a common corner
60 �• r L + i r r with Jaman K. Rite as recorded In Deed Book 811 Poe KE C CHECKED BY
FOG =FIRE DEPARTMENT CONNECTION e i�r-t w ^..........�...•9 -p6� �\ .. J I ' / ' y g HOj1iJ 1iOUNTY rj .SANITARY SEWER MANHOLE ( =TREE \\\fIIII1 ( f t 806, tnanas with the common line the next two(2)
COR
SDMH =STORM DRAINAGE MANHOLE LANDSCAPE TREE X249.3 , DATE OF SURVEY:
DN = WATER VALVE 0- SHRUB courses and distances S67' 5S 53"W 115,06' to a found NORTH CAROLINA
SSMM =SANITARY SEWER MANHOLE ® srarM DRAW MANHOLE v - = CONCRETE FORESIiE /12
e4 rebor, (2) SSI' 01' 38"W 53.23' to a found K4 rebar a U 0 t 11
RCP = REINFORCED CONCRETE PIPE 0 ©-SPACE NUMBER THIS DRAWING IS THE DRAWING NO.
= WATER AFTER FLAG POLE O - COMMUNICAnoN MANHOLE PROPERTY OF FORESITE GRAPHIC SCALE FLOOD CERTIFICATE Deed Bo corner with 504. a Thompson es recorded in
D{ = DROP INLET �- � ENGINEERING � PRELIMINARY PLAT Deed Book 794 Page 504, thence with the common line CLIENT. 323LK1201-ALTA.DWG
FIRE HYDRANT ' Ol'
AND LAND SSt 36'W 154.91' to a Dint a common earner with
CO .CURB INLET �= DIRECTION OF FLOW ®= -WELL ENGINEERINGp
& SURVEYING 20 0 0 20 4o so I CERTIFY THAT THE SUBJECT TRACT IS GRAPHICALLY LOCATED IN Bridgette L Richards as retarded in Deed Book 681 Pa a DURBAN DEVELOPMENT, LLC
cr = PEASE TRAP =cos vuvE SURVEYING AND IS NOT TO g
PVC - POLYVINYL CHLORIDE PIPE TRAFFIC Flow �- IRON (SEE DESCRIPTION "OTHER AREAS ZONE X" AS DETERMINED BY THE DEPARTMENT OF ,,iVOT FOR RECORDATION 20 and White Lake Amalgamated, LLC as recorded in Dead
ap FIRE DEPARTMENT CONNECT '�swell"� ) BE REPRODUCED OR COPIED g
HOPE . HIGH -DENSITY POLYETHYLENE PIPE pp��1 CARSONITE UNDERGROUND 'f 5950 Fairview Road IN WHOLE OR PART. IT IS HOUSING AND URBAN DEVELOPMENT/ FEDERAL INSURANCE AGENCY
FSTRATIO 7 Book 744 Page 422, thence with the common line N3Y 27
CMP = CORRUGATED METAL PIPE '.y9p = SEWER CLEAN OUT V FIBER OPTIC CABLE POST Suite 1001- NOT TO BE USED ON ANY AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD 4WW o total distance of 25o.3Y, passing a found y4 3735 BEAM ROAD, SUITE B
MV = INVERT vv Charlotte, NC 28210 OTHER PROJECT AND IS TO IN FEET INSURANCE RATE MAP COMMUNITY PANEL NUMBER 3710945600J DATED SALES, OR CONVEYANCE. rebar 0 0.38, to a found {f4 rebar the Point of Beginning
GM - GAS METER ® MONITORING WELL ( ) containing 2.059 ales.
C&G - CURB AND GUTTER ■ = ROOF DRAIN (704) 553-886 BE RETURNED UPON 1 inch = 20 fG OCTOBER 17, zoos. CHARLOTTE, NC 28217
�875.5= SPOT ELEVATION (704) SS3-8860 Fox REQUEST, SHEET 1 OF 1
LEGAL DESCRIPTION DESCRIBES THE PROPERTY AS
INSURED IN THE TITLE COMMITMENT. Is