HomeMy WebLinkAboutCooper Creek Phase IIIB_pg21121
SR 1120
1120
1197
2110
SR 243 N
SITE N
1147
1122
VICINITY MAP
NOT TO SCALE
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PHASE IIIA SECTION II AREA: ZONING: RA -20M N/F
(BY COORDINATE COMPUTATION) WINCOR PROPERTIES, LLC
TOTAL AREA 474,303 SF (10.89 AC) RA -20M DS 2457, PG 865
R/W SUBTRACTED 66,673 SF (1.53 AC) 20' FRONT
OPEN SPACE 69.686 SF (1.60 AC). 10' SIDE
TOTAL BUILDABLE AREA 337,944 SF (7.76 AC) 15' REAR
ERB
81'
LOT AREAS: 41.
N86'O5'35"E 295.78' TOTAL
AVERAGE LOT SIZE = 15,361 SF 3906 80.02' 173.95'
MINIMUM LOT SIZE = 9,390 SIF —.
53'43"E
' 35022TOTP
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,1 . a/ 25,278 SF
4� G,�-' `�` •\ , / I
4
- 0 I 20' UTILITY
.58 AC �•
�� � II� EASEMENT
_.—._._._.—.—._._.—.J L._._. _.—. I J V /• \ 14,163 SF EASEMIENT'
_ — — 0.33 AC
C13•„� 107.67--�-- 80.00' 80.00 9.29'
N84'52'23"E 276.96' TOTAL r
\ 13,120 SIF NI
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BIRCH AVENUE — — • • — • — —I
50' R/W (PUBLIC & UTILITY ACCESS)
125.77.
N84'52'23"E
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REVISIONS
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251.60' TOTAL_
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\ 3 98 v� ° I 4�0 111) 112
20' DRAINAGE �// rn / \ �6' P \ 1s/e
N \ EASEMENT 12,781 SF
o\ r of 0.29 AC \ \
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/ tETLANDS ERB 55"W 85.12 _
x�S�n 99.31' _�� 57750' DB 14 G 68
� FLORENCE C. WELLONS
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977'5
s! 0'55"W ..nu_�57�_,_L... o _
.n•k°• .
577.50'55W
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES
A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY ., • r......
OR MUNICIPALITY THAT HAS AN ORDINANCE THAT X1101
REGULA
PRELIMINARY PLAT N
— NOT FOR RECORDATION, CONVEYANCE, OR SALES ___ , U'
_ I _ AR71 5/8"L
ERB V
a I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
rn UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS BOOK :_—, PAGE _—__ OR OTHER REFERENCE
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY —SOURCE ); THAT THE
UNDER MY SUPERVISION. THIS GPS SURVEY WAS ERB BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH , N6). 5/e- FROM INFORMATION IN BOOK , PAGE —_— OR
VRS FIELD PROCEDURES WERE USED. THE COORDINATES 46, ERB OTHER REFERENCE SOURCE
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT W THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY GRAPHIC SCALE
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS` /60 `-/ IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN
SURVEY WAS PERFORMED ON JULY 16, 2010 USING TWO 06' �- ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY 40 0 20 40 80
TRIMBLE PRELIMINARY PLAT �� N/F 109 'HAND A PRELIMINARY PLAT
105 ,
NOT FOR RECORDATION. CONVEYANCE, SALES 5/8• NOT FOR RECORDATION, CONVEYANCE, OR SALES ( IN FEET )
-- -- -- --- COOPERS CREEK ERB --
- I -AR71 1 inch = 40 ft.
PHASE IIIA
SECTION 1
PB 2012, PG 280
PS'
surveying
409 Chicago Drh . Suhe 112. FayORe We, NC 28306
office 1910-926-611J C-2559
ww.fADp[asoWtld .
REVISIONS
0
251.60' TOTAL_
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l \. 0.30 AC"\
\ 3 98 v� ° I 4�0 111) 112
20' DRAINAGE �// rn / \ �6' P \ 1s/e
N \ EASEMENT 12,781 SF
o\ r of 0.29 AC \ \
5/8
\ s5 i
ERB 11.
. YI _ . ,. . �� N/F /
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x. iNnu uum'I uAulWp9nl lulpnmini )doll ufi num lui uuuuuui9muni9u.rl,i1u1919mcnu.flrailiuinn 9lgm u1111i9inn9nN
/ tETLANDS ERB 55"W 85.12 _
x�S�n 99.31' _�� 57750' DB 14 G 68
� FLORENCE C. WELLONS
� O6 P 3
f
977'5
s! 0'55"W ..nu_�57�_,_L... o _
.n•k°• .
577.50'55W
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES
A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY ., • r......
OR MUNICIPALITY THAT HAS AN ORDINANCE THAT X1101
REGULA
PRELIMINARY PLAT N
— NOT FOR RECORDATION, CONVEYANCE, OR SALES ___ , U'
_ I _ AR71 5/8"L
ERB V
a I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
rn UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS BOOK :_—, PAGE _—__ OR OTHER REFERENCE
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY —SOURCE ); THAT THE
UNDER MY SUPERVISION. THIS GPS SURVEY WAS ERB BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH , N6). 5/e- FROM INFORMATION IN BOOK , PAGE —_— OR
VRS FIELD PROCEDURES WERE USED. THE COORDINATES 46, ERB OTHER REFERENCE SOURCE
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT W THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY GRAPHIC SCALE
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS` /60 `-/ IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN
SURVEY WAS PERFORMED ON JULY 16, 2010 USING TWO 06' �- ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY 40 0 20 40 80
TRIMBLE PRELIMINARY PLAT �� N/F 109 'HAND A PRELIMINARY PLAT
105 ,
NOT FOR RECORDATION. CONVEYANCE, SALES 5/8• NOT FOR RECORDATION, CONVEYANCE, OR SALES ( IN FEET )
-- -- -- --- COOPERS CREEK ERB --
- I -AR71 1 inch = 40 ft.
PHASE IIIA
SECTION 1
PB 2012, PG 280
PS'
surveying
409 Chicago Drh . Suhe 112. FayORe We, NC 28306
office 1910-926-611J C-2559
ww.fADp[asoWtld .
2
5/8
ERB
FUTURE
DEVELOPMENT
160
SUBDIVISION
SURVEY OF
COOPERS
CREEK
PHASE IIIB
TAX ID# 0504-87-5022
RAY ROAD
ANDERSON CREEK
TOWNSHIP
NEAR SPRING LAKE
HARNETT COUNTY
NORTH CAROLINA
CLIENT
WELLCO
CONTRACTORS,
INC.
511 Highway 210 North
Spring Lake, North Carolina 28390
Phone: (910) 436-3131
Fax: (910)436-2242
PROJECT INFORMATION
SURVEYED BY:
REVISIONS
0
SEAN
u1
JIMMY
PROJECT NUMBER:
Q
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OP
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PROJECT NAME
2
5/8
ERB
FUTURE
DEVELOPMENT
160
SUBDIVISION
SURVEY OF
COOPERS
CREEK
PHASE IIIB
TAX ID# 0504-87-5022
RAY ROAD
ANDERSON CREEK
TOWNSHIP
NEAR SPRING LAKE
HARNETT COUNTY
NORTH CAROLINA
CLIENT
WELLCO
CONTRACTORS,
INC.
511 Highway 210 North
Spring Lake, North Carolina 28390
Phone: (910) 436-3131
Fax: (910)436-2242
PROJECT INFORMATION
SURVEYED BY:
BOBBY
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
524
DRAWING SCALE
HORIZONTAL: 1"=40'
DATE SURVEYED
JULY 19, 2012
SHEET NUMBER
2
m
3