SW1230602_Plansheet - Existing Conditions/Survey_20230705

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Notes: N
- All distances are horizontal ground feet unless otherwise noted. 00 m
- Areas were determined by coordinate computations. cu u1 r-
- All coordinates and distantances are in US Survey Feet. z z o 0
- This surveydoes not certify to title or ownership. 8" DUCTILE O �' z o
Y P IRON WATER LINE
- No title search was provided for this survey. DEED POINT OF 0
__ BEGINNING - TRACT ONE
- The survey that the information of reted cordnash noted herelon on. of this plat used only Tp pAKLgND RD Q c„ ssHM X- ��1 SSHM
F� O
°_ 4 \ RIM ELEV = 1051.86' Q
- Property is subject to any and all easements, rights of way, and �F° ca RIM ELEV = 1055.30' � INV = 1042.56
restrictive covenants of record. �G F�FO S _-D INV = 1042.92' ` �. SEE GAS LINE EASEMENT
- No location of underground utilities was performed during this F _ 76.3573» a h \ TO PSNC ENERGY PER
�p \. DB 2000 PG 667 (20')
survey other than those shown. ,� E�_ °- °�4 72' E
- Watershed classification None. 4" PIE _F0_ S 77. 7 55 S 76.30 N
- Town of Forest City Zoning District : R-8 (Per GIS) AT 117s.zs' 444 E 6 00' I �'
- Flood Zone Category : Zone X. a / / =�_ _ ~ 3F S 7 776.60 S
PINEY RIDGE
as per FIRM Index Map No. : 3710153800J. = MADaHs4olPc b3sIIN I /r - 1755'3j„ E / 792652 79" E I � a RD
Community Panels Numbers: 1538J. Q PB 6 PG 145 l �� 1�E 26'
FIRM Panel Effective Date : July 2, 2008. / �f �f fr r f� s 364RO/}@
- Contour Interval as Shown is 1'. m
Q e_ j f ��f % //� �I tlR�/w tE S �
PER NCDT F°
16" DUCTILE
WANDA D. MATHENY V I �� f� �_ �� \ �u -N 0
DB 11O1 PG 652 / / ��f ���� \ �� �� IRON WATER LINE SITE 0
I / �� �� f � / L� ` �E SEM NT \-9 1 F (EAST OF DANIEL RD) Q
PB 6 PG >45 1 1 Fa
V `GRAVED l A 139105' F° F° F C�
G 0 F0 N
��� �Al \� ) o / i REBAR � F0�7F°
_ v �v v �� \ / c F O �
C �� \ \� A �\\\\� ( \ /c� / AT 30.08' _ ° Po � � Z
YAVONNE BUCKNER 1" PIPE & CAP C\ V \ WELL N �
f ` v A �\\ V\ \ \ � i / / � r ca U�TERRY D. BUCKNER AT 840.79' \
DB 529 PG 46 0.7T WEST OF LINE 1 �� \ �� C / \\ ��� \ A�� A T, �� � c�y� �A �� V �� \\ i ��j JEAN J. SMITH, TRUSTEE -c_ TD HVVY �PB 6 PG 145 THREADED ROD & CAP f V I \\ V \ V ei ��� ESTATE FILE 18E PG 392 7 U� �
\ V\ V / c,/ REBAR 4 � O
1 1 1 I 1 °� v\V1 7g�0 -� / DB 1044 PG 842 �- Z
AT 740.75' i / \ V V �� �� AT 200.00' 8)
1.26' WEST OF LINE - / �� _ c�/ 0.51, WEST OF LINE PB 12 PG 93
t L � ta� v�
co I
JEJOHN SSICADL.WWEEKS i ROJ�FCT BENCH ARK I I I I `I I �\ V\� Q CD W CD
DB 950 PG 83 REBAR R SPIKE IN 6" \�� �/� Z U CD Z
AT 640.00' RED OAK f _�_ �\ v _ t _ G/ . 2 PIPE ANTON BIRRER
2.12' WEST OF LINE L ELEV 10687' I I Vim\ \ \�� ��� - � 0 L i / AT 350.34' VERENA BIRRER
'0.32 WEST OF LINE
DB 944 PC 771
\ t� PB 12 PG 93
CATHY D. SKIPPER \
DB 759 Pc 198 L �I \ � \ w \\\ V /
PB6PG >45 AT 540.85„ REBAR /X t 4�� \ �� � � I I�� � �� �jl / f / ��� � - - � �\
' \ \ \ /
.49' WEST OF LIN rh I \� \ \ ��\� C 1 �i
_ VICINITY MAP - NO SCALE
\ �� V�\ �� \� A�� ��� 2" PIPE
- _ - - - - \ _ _ / ,�, A�� �\��� �� \\\���\ \ ���� �� i AT 500.54' DEREK G. SMITH
i 4" PIPE W� ELBOW1� � � �� \ \�� ® �� c 0.28' WEST OF LINE DB 983 PG 599
I f f I I PB 12 PG 93
\ AT 437.76' if / ��\
/ 1.39' EAST OF LINE
INSET �� - 1 p I f/ � k
/ JAMES E. MCCLELLAN � �
/ „ , LILLIAN L. MCCLELLAN I l V I
V / t\ ���� I (�\ \�� TERRY M. RAMSEY
= 50 DB 858 PG 23 , A V� II��I I \, i _ EASEMENT DENA R. RAMSEY
3„ A PBSPG145 / r � \\� F � � � � / III I � G - --
4 PIPE \ / ILL \ 1 �� �I�� \ �� r �� DB 1 121 PG 490
EP2 r AT 597.81' PB 12 PG 93
AT 800.00 \ JAMES E. MCCLELLAN
t
/ \ LILLIAN L. MCCLELLAN �/
\ PB2s2PCG14s 1 >" PIPE.62' ��
V A 0.94'A EAST iOF LINE�� �� \ \ / ��� ��f���1 J�I �� I�I�. + �� \
f \ -� 4„ PIPE
� \ AT 800.00'
JAMES E. MCCLELLAN \ ff V V\ / ��F I I � I I Sf1 M \ PAULINE C. HENSON
PUBLIC, VIC � � � � � I � DB 575 PG 212
� LILLIAN L. MCCLELLAN ' � /' � � �� 0 � ��� � � � � �
AT 140.43' \ \ _ ��� \��� �� �� A PB 12 PG 93
DB 2046 PG 960 PIPE ��� A� �� ` --OF Nl'R H CA.
0.67' WEST OF LINE1 - 0 U�1�LI Y
VICKIE J. WILLIAMS I \ \\ \ \ l PE/R fDB 0
DB 514 Pc 75svim' v - - \ V A \ \ \\ \ T,
v I _ /
PB 12 PC 93 1" PIPE \ �� � �� - I \ �\ �� � ��\ �' ,/.- - AXLE
AT 41.34' ` \ \ �� \ _ AT 925.32' VICKIE J. WILLIAMS
/ SHEDS 0.72' WEST OF LINE �/ V' V\ V \ �� V v �� �� �I 'n 1 ✓,. � DB 514 PG 756
I / 4" PIPV� \ ��� �� �.
PB 12 PG 93
GREENE RENTALS, LLC �A
WITHIN 0. 10 DB 2042 PG 500 /i - �\ \ \ \ ` \ 1 1 I`` ! PIPE
DWAYNE A. HARRIS
PB 6 PG 145 \ ��� V 1 \ \ �� AT 1o4s.s3'
AXLE OF PROPERTY LINE / 6 1 / �v � \� ��tl ���� SHERRY H. HARRIS SURVEYORS CERTIFICATION
\ _ DD 649 PG 462
AT 925.32, \ � � \ ' \ \ \ , PB 12 PG 93
\ 7 AT 644.86' /!� w�� ��� V\ V /A �, �� � ��l Y� `� " PIPE I, Matthew T. Cornwell certify that this plat was drawn under my supervision from an actual
•' AT 1174.84' survey performed under m supervision (Deed Book 2041 Page 3895 that the boundaries not
RANDY C. MCMELLION Y P Y p l 9 ��
_ v� �� ���A �� _ �� ///// A� V / 0.23' EAST of LINE SHERRI D. MCMELLION surveyed are clearly indicated as dashed lines drawn from information found as shown hereon;
/ �� C\ \ \ \ < DB 652 PG 447
\ GARLAND BRIDGES \� \ \ �� - � r I
/ C �� � �\ \\ VA �� - �� r \�' \ , PB 12 PG 93 that the ratio of precision as calculated exceeds 1: 10,000; and that this plat meets the
� DB 507 PG 39 � � � A\ \� _ , ,
/ PB s PG 145 r /fib \ \� ` / / I I requirements of The Standards of Practice for Lane Surveying in North Carolina 21 NCAC
/ / \ V\ \ \�� e'hi /mil\ REBAR g Y g
AT 1224.92' 56.1600). Witness my original signature and seal this the 21 st day of February, A.D., 2022.
� /f �� f� o 0.24' EAST OF LINE
/ C �\v v - GEORGE F. scHAEFER I, Matthew T. Cornwell certify that this project was completed under my direct and responsible
T 444.89' VGA TERRY A. SCHAEFER
f ��INNINAIC
0.70' WEST of LINE �r / V� \\1\ \ V\� \ C - Q - - �� DB 1073 PG 3s7 charge from an actual survey made under my supervision; that this ground survey ws performed
�� �� \/� PB 17 PG 92 at the 95 percent confidence level to meet Federal Geographic Data Committee Standards; that
ORR & RASH, LLC ( � A \ �\\ PIPE
DB 2017 S 1950 1 / 2 _ ���\�\�vA�� ��������� v � this survey was performed to meet the requirements for a to o ra hic lanimetric survey to the
PB 6 PG 146V\ \ l\ EASEMENT AT 1248.11' Y p g p g p �p Y
AT 1285.28' \ 7.63' WEST OF LINE accuracy of Class AA and vertical accuracy when applicable to the Class A standard, and that
the original data was obtained from July 7-28, 2021; that the survey was completed on February
21, 2022; that contours shown as broken lines may not meet the stated standard; and all
_ � � � \ "/ / \ coordinates are based on NAD83(NSRS2011� and all elevations are based on NAVD88/GEOID18.
2" PIPE f I �� �� �� �A\�V \� �\ - - r 0 �/ RANDY C. CURTIS
GENE P. FITE AT 238.50' '� IA \ \ \ \ - I I ✓ i MARY K. CURTIS
JOYCE B. FITE 1 �.� Y �\ A \�� \ \ �� DB 697 PG 312
f � �11 V A 1 �� j PB 17 PG 92 ��`` CAR ��'�0
1qt qie
DB 557 PG 693
PB s PG 14s �� �� 1' \\ v \ I / v 8" REBAR ,•' �� �� ••
f � I l r v e/\ AT 1s41.8z' �.•v�O�oFEssio 70,•• Docusigredby:
66vraw01
EBD36F11473E475...
\1� EAL
4 5 SURVEYOR
PAOLA A. BUITRAGo 2" PIPE IT, C \\� `��'��
AT 8.63' o I � � C � � � ��\ \ \ � �
DB 2038 PG 3415 40
PB 41 PG 14 I���� \ I C ��l�l v - � t \\� s 1 / L •.z' 'y L-4775
„ PIPE I �� I \ � � Z� /-Y �i��� SUR��
REBARF17i N.C. P.L.S. LICENSE NUMBER
T.
KENNETH R. DOTSON AT 308.51' $fuus�N�� 212112022
DB 831 PG 197 \��� / 1/ / / \ c w 1
REBAR AC v /�� l�r�Il�� � C� A� - " fI � l/ �27��� %�i
�'�. � �/ /i�i� /v f S
AT 297.02' `� ��f f �/,� �f� 17
�i
LEGEND REBAR O�t - - �j /� / /CI //v/�� V v�
AT 208.58 / f � / BOLT 4 ��� / c
/� A i TOTAL)
JAMES R. MORGAN / / MAGNAIL
• IRON FOUND AS INDICATED / �/ / r
DB 443 PG 303 y / V /
- -®_ \j 7 /17 \� - EASEMENT IN STONE ENVIRONMENTAL CONTROL POINT TABLE
STONE AS INDICATED PB 6 PG 145 ,�� � �� /f� AT 50.36' AT HICKORY
• UNMARKED POINT ��
v �/ //� // j POINT NORTHING EASTING ELEVATION
ENVIRONMENTAL CONTROL POINT 1�" PIPE ��� vv I �'� ������/ // EP1 588307.667 1132777.577 1030.30
UTILITY POLE EP2 587958.508 1132986.992 1011 .73
O GUY ANCHOR
FIRE HYDRANT 04' �� �� � 1��\� �V� \� //�1� 1s/f
X WATER VALVE �`l �v®�� ��A �T f�! �
►� WATER METER �� � vv�v �1��
® GAS VALVE OR TEST STATION ®� �\44�\� �\l �\\\ � 1 /4�0 �� 0' 150' 300' 450'
�� TELEPHONE PEDESTAL OR HANDHOLE z PIP �� \VVA VAAV ��� i�
OLD WELL �\
-
VV\ \�\ FF -���
o PROJECT BENCHMARK (SEE NOTE) 'Yv�� wv�v SCALE I "=150'
BOUNDARY LINE (SURVEYED) A � JAMES A. MOSS SHEET > ®F >
� J�� ��� ELLEN J. MOSS
_�� ��
- - - - - - OLD TRACT LINE (SURVEYED) cg, �� v� DB 416 PG 592 ,
- - ADJ. PROP. LINE (NOT SURVEYED) FLOYD'S CREEK
ROAD EDGE OF PAVING (SURVEYED) �� BOUNDARY & TOPOGRAPHIC SURVEY OF PROPERTY OWNED BY:
STREAM OR BRANCH (SURVEYED)
-E -E -E -E - OVERHEAD UTILITY LINE (SURVEYED) JUDITH M. POWELL RHI Legacy Foundation, Inc.
DB 1027 PG 643 1" SOLID
Parcel Address:
-x-x-x-x- FENCE LINE (SURVEYED) /
ENGINEERS 520 Piney Ridge Road
BUILDING OUTLINE (SURVEYED) / .•`����OKE ,����i Forest City, NC 28043
- - - - - EASEMENT LINE •�� S � ••••Nr'�iL��i Deed Reference: DB 2041 PG 3895
NCDOT RIGHT OF WAY LINE / ;4• G� R,q'X Parcel No.: 1538274772; Map/Blk/Lot: 246111104
Located in: Forest City, Rutherford County, NC (Cool Springs Twp)
-T-T-T-T- UNDERGROUND TELEPHONE LINE t D EA o?
-Fo-Fo-Fo-Fo- UNDERGROUND FIBER OPTIC LINE / / TGS
- TV- TV- TV-TV- Z �O; Engineers
s
UNDERGROUND TV CABLE LINE ••� ..,.1 9 g.,..��• sHELBY, NC 28150
•,� : � 804C N. 2AEAYETTE ST.
-W -W -W -W - UNDERGROUND WATER LINE '• N. •
- G - G - G - G - UNDERGROUND GAS LINE �•,��,,/;,;,',O�•�� PH. (To4) 4T6-0003
DRAWN BY: M.T. Cornwell, P2S, PE SURVEYED BY: M. T. McSwain
MAJOR CONTOUR Firm License #
w MINOR CONTOUR Date of Survey: Map Date:
REVISED 212112022 TO SHOW ADDITIONAL TOPO ALONG DANIEL ROAD C-02'75 July 2021 July 29, 2021 CHECKED BY: M.T. Cornwell, PTs, PE