NCC242713_Site Plan or Location Map_20240903

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EXISTING NAIL \ /' \ \�� S1 e
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m /� Mc GR0 Mao B.tS 9iiik / / \ T9O.Oa' SEA =N (zott) Wo. �'- \j)'' CURVE LENGTH RADIUS BEARING CHORD7A@Dp J]�,ry`EA1\r'C_���-�� �' �i EIR / 38 // .��. `ff F7
C1 60.04 507.16 N5835'30"E 60.00
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A i�-. C2 n o,ae �4. // \ C2 3.35 470.00 531°36'45"E 3.35 "\ o Ij�C (L\\\\�
o \ 1 tg ,�i, (O.a7 AC) ,P/ \395- C3 34.16 530.00 533'I5'18"E 34.16 PO m '411/1 1 1110
-R\TAG NROFD TIN \ PB 57,PG 93 BROO \ \ ,3,A•49�/ \ C4 26.95 470.00 S33'27'33"E 26.94 N
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\ '4)( ,0/ CS 95.53 816.89 S38'2TO6"E 95 aB
(,18.% \ ER m� \zOJ, / •
CO73.37 816.89 S44'22'29"E 73.34
NOT TO SCALE \ \' / / 3s / / \,, REVISIONS
PB 57,PG 93 / 21,456 SF \ O00• C7 31.43 560.00 S45'20'23"E 31.43 E
\ / •.\ (°'49 A0) /0 / \ CO 59.33 560.00 540'41'47"E 59.30 2 ISSUED FOR CONSTRUCTION
1LIEEGGEND:
EpPic ECM-EXISTING CONCRETE MONUMENT , \ >>\ o �q/ \\ \ / '4. ,yoB \ C9 21.68 25.00 562'30'05"E 21.00 0
Q EIP-EXISTING IRON PIPE \ ryyg.9" / \0O Vs �p p/ 2 C10 52.02 60.00 562'30'05"E 50.41
EIR 0 EIR-EXISTING IRON ROD F. \S,F \ i
N/F-NOW OR FORMERLY ^j`�M./ \ \ 4>.�'9,P / C11 85.90 60.00 503'21'12"W 78.75
R/W-RIGHT OF WAY ER Os 4y"y/ ' .\ &\ \ '/ 40 / / \�p0 C12 154.62 60.00 N61'48'24"W 115.25
PROPERTY LINE \ / ) \\ . '0, (0.5t aAC) \ 0 C13 21.68 25.00 N12'49'17"W 21.00
- - -ADJACENT PROPERTY LINE /p p, / \
RIGHT-OF-WAY N 21.89G25F / s \' \ ryp��jpe \ oOPq. C14 53.15 500.00 N40'42'25"W 53.13
- - -SETBACK LINE II, (0.6a ac) / / '� / �q C15 27.88 500.00 N45'21'00"W 27.88
130 MAJOR CONTOUR EIR N /,r.A1 \ N.\, \ 2 OF
,� Fy Ci6 71.23 876.89 N44'37'15"W 71.21
137 -PROPOSED MINOR ON EASEMENT N \ SA^&rya / \ BB. 000' •s / / 41 / SF'yF\�
`,,/ \ \ O / 22.000 SF / 4'T C17 110.07 876.89 N38'41'52"W 110.00
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a. N / / 2 58 s / / 000Tq� \. \ /1 1V60 F../ \ PROJECT NAME
4,6\ (asztacj \ o\ \.es, '\ `aa° / '\ \
22� ��' \•
yp y7 \ / 43 / \ BURNS ROAD
9S, qG .\ \CJ•
\ (0.56 AC
TOTq„,,,,e./ / 57 ^ s?'a. \\ \ ) /h9 � ' \ -ems' SUBDIVISION
22,1933E \ SECTION 4
\ N / Z� 'Lpp/ \_ \\ \30 '/ / / O / / \
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21,045 SF \
S •
'S6,°+ / \ \ 666,
6
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' ✓ / 0 V \ \ 26.991 SF \y T(
EIP�•W 3 /- (0.62 AC)/ - \ s q SITE PLAN
N/F �" / .0 \ 76 rE / /
COUNTY OF ROBESON ` Z.* \ 0:\ y"26 9
DB 20-B,PG 275 \ �1 / \ / +L
PB 21,PG 70-A /yry'`L 07 \ \ ' ,.,0'/
wy \\ / 9 b \_ \�'o V / / 46 . / /o /
ryo /
SITE NOTES v / / 0 )
\\ s \ o6O /� // \
2i/SO SF 9
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE / s F\ \ / \
EVIDENCE COULD BE FOUND TO VERIFY LOCATION.PRIOR TO / (o.AI Ac) / �p J� s _ �').;7y g j / \
CONSTRUCTION OR EXCAVATION OF THE SITE,THE GENERAL \ 00� �A' OS ' '1- ,O j
CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO y\ \ - �'( yry. CLIENT
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL o\\ /•O . F ''\ /�if \
DAMAGE
CONSTRUCTION INCURRED TO
BEIREING PAIREDUTILITIES HE GENERAL y / yy DURING ry ryyNye/ \ \`r' �'' 0 \ '��,F,,R' // 47 / / \
CONTRACTOR'S EXPENSE. YO, ' i3 0' /P / J\, MARTIN & MARTIN
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. tom''F\\ / / �O \\ 'O P // 30.947 SF
(Oil AT) /
3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO '6I-) y \ 0 / \
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED. ''1 \ / 53 / \ ry // ,y / \ INVESTMENTS, LLC
4. ALL RADII ARE 5'UNLESS OTHERWISE NOTED. p E \
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN s 89,265 SF /q'.O
ACCORDANCE WITH STATE AND LOCAL LAWS AND / (COT AC) / ,O\ \ 1✓I-p /
REGULATIONS. / / \ O\\ / 0-y j N � \
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER <\ '
ROBESON COUNTY AND STATE REGULATIONS. \ �.�9� \\ qg \ •
7. LOT&SUBDIVISION LAYOUT OBTAINED FROM A MAP \ ,' ,S / \ \'o \ 00 / / \
PRODUCED FOR MARTIN&MARTIN INVESTMENTS,LLC 2 /yyry�A•` 00 • t 79 s
DATED OCTOBER 26,2023 PREPARED BY: o h (0.738AC)
,r, .\ .\ \ / _ / \ 600-E Farringdom Street
POWERS SURVEYING J, \- / / / \\ \. l' /rye?o 9E/' \ Lumberton,North Carolina 28358
750 SOUTH ROBERTS AVENUE N 'i,
LUMBERTON,NORTH CAROLINA 28358 '�- \ / / 52 / ' / cYyry•`L \ \9 Phone:[phone]
CONTACT: JOHN D.POWERS,JR. dw / (O:7a0Ac) / / \ 00, \S /' / \ �7,.
PH: 910-738-6980 's
0 o` \ ,.e / \ .\ \c9� \ \ PROJECT INFORMATION
/ Syry,Sppry/ , J'° C O\ ( 49 \ \
\ \ 3,oa s DESIGNED BY: CALEB
PI o�
/ / / �. (,.45 SC) \ DRAWN BY:
HECKED:B CALEB
SITE DATA ,,,. \ /. / 5T / / I p 1` \ -
34,275 SF / 1 ( R}ti EIP
DEVELOPER MARTIN&MARTIN INVESTMENTS,LLC (0.79 AC)
MAILING ADDRESS 600-E FARRINGDOM STREET / / I PROJECT NUMBER: 2056
CITY,STATE LUMBERTON,NC 28358 / /,94 / \ I
PIN NUMBER 031401469800 :1,6 , / \ (� 'ORAIN AGE EASEMENT
so' W 423.71' DRAWING SCALE
TOWNSHIP WEST HOWELLSVILLE \ / Syry,yry'l-•
�' \ 58p'3438"
a / 50 \ ' _ _ I HORIZONTAL:1"=60'
TOTAL SITE ACREAGE 16.71 AC
N ACREAGE TO BE DEVELOPED 16.71 AC / '
/ 35,760 0) ECM 14/F
ZONING R-A \ (0.82 AC) \
N• DB 750,M.PRICE
EXISTING USE UNDEVELOPED GI / / - DB PG 443
PROPOSED USE SINGLE FAMILY RESIDENTIAL 0. Z.
, \ PB 14,PG 49 PB 22,PG 13 DATE RELEASED
DISTURBED/DENUDED AREA 3.32 AC
z
$ SETBACKS REQUIRED: 70 FT FROM CL STREET V / . � S,42gp9"y)404g4 \ I AUGUST 30,2024
FRONT€ SIDE 15 FT \ GRAPHIC SCALE
CORNER SIDE 20 FT `s
�- \ 60 - >Ell � I SHEET NUMBER
REAR 30 FT _ N/F n` 11
JAMES F.MCGIRT
ECM DB 2205,PG 431
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/ i c FEET) n.0
\ 1 'nch= 60 ft. L
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