SW6210703_Plansheet - Proposed Conditions_Site Plan_20210820

N/F \ N/F
MARY HELEN W. JOHNSON MARY W. WEAKS GARDNER
DB 687, PG 430 \ DB 2085, PG 630
5/
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\ N/F
BARBARA ANN ROSS
DB 967, PG 388
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N/F 2�/ / NAHUM DE ESUS MORALES,
LEO WILLIAMS LEO WILLIAMS N/F N/F MAGDALENA PEREZ SEVILLA,
N/F DB 680, PG 249 JESSICA WILLIAMS & JAMES WILLIAMS JOYCE L. DE JESUS &
DB 680, PG 249
CHRISTINE WILLIAMS BALDWIN JOSEPH WILLIAMS / DB 1124, PG 146
US
DB 1283, PG 737 DB 1290, PG 27 DEBORA , 51 6
PB 39, PG 134 PB 39, PG 134 DB 1815PG 51
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F 7 N31.4
0'38"E 20.87' 20' DRAINAGE EASEMENT
•
\ 20,503 SF / / `� 44�i
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0 o 0 \ / ^� 0.57 AC ��' 1 2 VINCENT M. PURCELL
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M 20,001 SF M 20,519 SF
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O ERB-EXISTING REBAR �1 __ _ __ __ __ __ __ __ __ __ �� CV /o / \ M \
slze N/F S63°20'07' E 112.55' 100.00' 100.00' 100.00' 128.13' \
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R/W - RIGHT OF WAY / EIR U) I � `n I Sri
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PROPERTY LINE / I I _ 15.13' �a Ch oo \ 09,� \ oo Z
ADJACENT PROPERTY LINE / O \ t ``' w w `'' 1 0 /
/ _ 23,761 SF � � I, I M 0 N /o. N F
/ 00• \ 5/8" / /
RIGHT-OF-WAY _ 0.55 AC LO 0 o w o 0 0 33 i° 34 , \ o EIR VERONICA U. JACKSON &
\ • / / / DON L. GARDUNO
0I I•r°'i •r°'il o O o 31 o O o 21,157 SF \ DB 1699, PG 742 /
- — — — -SETBACK LINE \ 2 i o, — — - o w 30 o O o 32 o / / \
OVERHEAD UTILITY -' .. I N N I 29 N Q N N N 20,878 SF N \
N F S63°20'07"E 218.27' z z .w w. 20,000 SF !u 20,000 SF w 20,000 SF w 0.48 AC z / / 13 \ \ /
X FENCE LINE / C, 26,662 SF w. 0.46 AC
0.49 AC \ PB 36, PG 100 /
JAMES MICHAEL SPELL 0.46 AC 2 0.46 AC
r-Y20' DRAINAGE EASEMENT 0.61 AC / /
TREE LINE DB 1527, PG 56 _ — — — — — m Z o� m o� / / \ 20,000 SF \
PPS UTILITY POLE PB 36, PG 100 0 n I in in in in / / / /c0°j / \ 0.46 AC
C• GUY WIRE C� 1 I tn'r z z z z ^rVo /o • 3S•4S,
D4 WATER VALVE / / \ I 01 o i `3SAS,09'�
/ \ \ N , 1�$0 09cF Od. \ \ 20000 \ \ / oo• � 47
AFIRE HYDRANT \ i 7 / / '
ti a HARDWOOD TREE / / / \ 28 \ \ N'o — — — J — — — — — — —1 L- — — — 5� ti6 \ \ 20 �S / / / / \ \ J O 1EIR GEOFFREY P. THACKERAY & WIFE, ,
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N \ �$ / / \ LYDIA M. ROBINSON ,
�--�1 0.58 AC \ �. i 1� \ \ DB 1451, PG 330 0
�\3 / \ �'!/ �\ 117.89' 100.00' 100.00' 100.00' , 35 / / / %' < 12 > \ PB 36, PG 100 / /1EIR
N/F 0, 6, S63°20'07"E 417.89' 20,047 SF 20,866 SF
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- I \ / \ 22,724 SF / �"� / / \ / / !(,moo oo. / \ \ 20000, ° DAVID A. HILL & WIFE, / NC GRID NAD 83 \
r 7 / / 0.52 AC \`C,\ / / \ /� 'c , / \ PATRICIA L. HILL / ° (2011) \
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N/F 20,000 SF
MILTON SMITH
DB 1814, PG 138 ` ��C2� \ \ o° / \ 09F2 \ / \� 000/ of// �V3S�sp \ / o f,- �� \ / O 00 / \
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SITE NOTES / `3S, • / \ o / \
\ \ \ \ / h / \ JAMES MICHAEL SPELL
/ / u, \ 39 •^ / / \ DB 1527, PG 56
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE / 33,601 SF / \CS�� �� O > tea/ / \ 1/2„ \ PB 36, PG 100 /5/8
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO o \ 0.77 AC \ ERBCONSTRUCT\ ,IR/ •-P / . 20,866 SF / / / 10
CONTRACTOIR SHON OALL VERIFY ALLON UTILITY TIL TY CF THE I MPAN ES TOTE, THE ERAL / / w \ 6.35' S3s . \ \ 0.48 AC / / / ` % /
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL Cp. / 4S0\ / / \ 20,000 SF
DAMAGE INCURRED TO EXISTING UTILITIES DURING men
\ / \ 9 F j \ / /oo/ / \ 0.46 AC
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL °� �°' \j� 0 7' 2563
CONTRACTOR'S EXPENSE. N/F S \ / o. 9
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. ERIC McGOUGAN & WIFE, �, o \ / �� \\3SAS' �� J / /o/t�� \ \ �20
3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO LAKISHA SMITH-McGOUGAN P� / �� /\ 09 F ` / , / \ �Op' \ •O 25 \ � / \
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED. DB 1968, PG 693 0_ \ 5� oo / \ \ \`S6 /v / \ �h / 1/2'�' / \
4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 5/8" / �O o' \ :3S' �C28 / .'j \ N/F EIR �/ /
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ERB \ / 5 No / \ , /^ / \ o JAMES MICHAEL SPELL /
ACCORDANCE WITH STATE AND LOCAL LAWS AND / s� \ SO j '- O \ 1/2" \ DB 1527, PG 56
REGULATIONS. \ �� / / o \ 00'\ > EIR PB 36, PG 100 / o
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER / o / \ �� \ 20,000 SF \
ROBESON COUNTY AND STATE REGULATIONS. \i a / 4 / o o' / , /
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SITE DATA
DEVELOPER
MAILING ADDRESS
CITY, STATE
PIN NUMBER
TOWNSHIP
TOTAL SITE ACREAGE
ACREAGE TO BE DEVELOPED
ZONING
EXISTING USE
PROPOSED USE
DISTURBED/DENUDED AREA
STOUT LAND DEVELOPMENT, LLC
409 CHICAGO DRIVE - SUITE 103
FAYETTEVILLE, NORTH CAROLINA 28306
948225977000
PARKTON
28.78 AC
28.78 AC
RA
UNDEVELOPED
RESIDENTIAL
8.78 AC
SETBACKS REQUIRED:
FRONT 70 FT FROM CL STREET
CORNER SIDE 20 FT
SIDE 15 FT
REAR 30 FT
100.00'
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MICHAEL JACOB -- • loll R35 24,301 SF / N/F
NELSON STARKES & ``' 00 0.56 AC ANNMARIE P. POTTS &
MALIK MORGAN oo I / ^`b PHILLIP MARTIN WOODS / a
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PB 36, PG 100
0 S27°00'31"W 5.32' 1E1/2" 197.38' /RB
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3/4" S62°59'29"E 617.84' 1 /2"
EIP EIR \
N/F
VANN H. McDONALD \
DB 760, PG 337 \
1/2"
EIR GRAPHIC SCALE
/ 60 0 30 60 120 240
N/F
VANN H. McDONALD
DB 760, PG 337
/ ( IN FEET )
1 inch = 60 ft.
4Dsite
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
SPELL
ESTATES
SUBDIVISION
SITE PLAN
CLIENT
- Construction
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CALEB
DRAWN BY:
SEAN/CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1753
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
JUNE 7, 2021
SHEET NUMBER
C-200