HomeMy WebLinkAboutMap (1)1" EIP 5/8'•
1 I (LAB OVER) ERB 5/8•
1 ERB
3�9ob � 85.•) I W W 1
N/F 1 '
aDrO WELLCO CONTRACTORS, INC. 1
DB 632, PG 247 I 0
Sy -4t PS 20, PG 86 Ix a I
�25A�
1'PREss
SITE y \ `\ 1 m j I WELLCO CONTRACTORS, INC. I
�� \ m 1 DB 632, PG 247 , PB 2017, PG 255
0
5/8" ERB
ERB 5/8•
ERB
QP,J. y F.1' �7C�NSOSP 862' . �� ��' �.+ 5/8• CONTROL CORNEf�$
VICINITY MAP �:�; 2°" \ �> 1G• % 7G' �B N 561,027.426
CONTROL CORNEr� �1+p2 \ EIP G� EASEMENT L,Yp ++ NC2GRID NAD923
NOT TO SCALE N 561,008.282 s6" so' R KESS O„)
E 2,004,315.233 / g•S• /� - - P RIVE - �„�
5/8• 5/8” NC GRID NAD 83S7j ""�-. V81.IC s� i""•-
ERg r __--ER.-- iy (2011) 7
EASEMENT/
60.00' TG TqL G1� 500"77 4,00"E 104.97' EIP ++
��� 2 • ... J,�_'.-'--- 1I /f. fj 5.00' 50.00' 6a \
20,718 SF //
/ \ A 0.48 AC/ f 1 5.00' 13' IEN
\/O O\. / / �c�f ON
I / '/ EAQEJAENT J?'' C19
t ,
CONTROL CORNER i
N 561,170.341
E 2,004,967.355
I NO GRID HAD 83 _-- —_
(2011) 5/8
1. ERB
EIP
1
I
1
�23A) I
N/F i
WELLCO CONTRACTORS, INC. 1
DB 632, PG 247
P8 2017, PG 255
10' % 70'
SIGHT EASEMENT 1
20'
LANDSCAPING —�
1" EASEMENT
P EIP
ill ll`lo
5/e., \ \ 2 W. . / P �. IN EIP 5/B"
�� / / ...�."'.""' /l S8 M6 (PINCHED) ERBR
ERS I '\ '\ \ / / Q n - / I ..$752 1" EIP
\ OQJ� /2i%� 64. (B`ii
20.071 SF \ / Q
0.46 AC \\/./ /41 / / 20,160 SF ALL /g "__"• KIOSK ,• 1• EIP
0A: \ !V // 0.46 AC �. c20 """"`// EIP N86'57'29"E (BENT)
INS 12 \ C21 I 44.49—O?2
v
m'
\ LANDSCAPING
20,571 SFEj
/ \ \a' `. 0.47 AC 20' —1
25' % 20' /.°1 / y I L
/ CV 69i'' 6 w d
UTILITY
6,j / EASEMENT 10' % 70
EASEMENT '
I 20,528 SF ayti ,_ S77 4 0 p SIGHT EA T
0.49 AC /�..� 5p' RANT e 1
/3.52' 1oh°4 '�"h..S77-S4, o i1'UBIJ R& U�� 26.57'
1
116.92. Access% 7P 'rAL f w w j
N81$3'10' u11LITY-- /Cj . -� 26"W EASEMENT V 1 w w I /
157.36' A-.`,3 ` 5.89' cls 0.� 1 61,782 SF �' w •+,
i I _ 1 o' uTWtt 1.42 AC w w jr ✓'d1 u
IEASyEMENT y
w w w t
20,106 SF '\ / / 7
Illiii\\ O7 f �t w w s1 .e. W w w w
o i 0.46 AC 97� < 1,213 SIF
0.49 C / \ \ ..\ v `?88'45 w w w w�✓'"w w w w w w
om
I � (— _ i. \
C4 N / / \ \ IR M. / \ 1 1D yw W. w W w w w w w w
I N/ o.
r \ \- / 10 I � ��p, 35.750 SF r\� w w .v w w w w w w
n I yOh 0% N� I \ nt. 9 0.82 AC O ` w w Nw w w N8T38'34"W 100.00'
' ryti. >� \ FLORENCE C WELLONS �--`
Y� ) / 5 \ > 22,769 SF a p - 57 1
N/F N / �' 0.52 AC TRACT 2 w gD ��- 7
ICA DB 1594, PG 382
ANGELo K. H B.
HAS 8 vnPt=, Z / / 52,964 SF If i \ \ \ I 26,053 SF \ `ys °w 0506-50-0642.000 w N/F
KELLEY B. HASAPIS
DB 1402, PG 121 / 1.22 AC \ / 0.60 AC w•-"^'� - 3 JUAN FIGUEROA &
ZONIr G RA -20R 10 MARGARATHE M. FIGUEROA
DB 771, PG 10
r Q PB 20, PG 9
I �, 52.969 SF \�'� � � o fob
�' N �,u,/ ~ w w W IN EIP w w •3'
W' 1.22 AC c�• / w w w w w'\ w P O CONTROL CORNER i
' \F \ /41/d w w w w w $C14. y' 98i. (INCHED) 071• w w w Vl N 560,591.970
Z' ��ip \ ly w w w w w w w 1'17931' • w w
NO D
2GRID GRID
]
c I3 a 4 W 150.84' (2011)
N m• .TO ��'w w w w w w w 5p 6g 36 I _ 1' EIP
\9� 26 54 ) (PINCHED)
N/F
N W.S. WELLONS FOUNDATION I
N/F ' a6+ r 53 1 D8 1958, PG 97 ' r 56 1 I
ei WELLCO CONTRACTORS, INC. w w w PB 20, PG 9
I FLORENCE C. WELLONS a N /
OB 863, PG 792 ' TRACT 1 w w w w JUAN FIGUEROA FI & -
I DB 1594, PG 382 p6 N/F MARGARATHE M. FIGUEROA N/F
0 0506-40-6714.000 w w w w '� "' O• W.S. WELLONS FOUNDATIONI ' DB 759, PG 709 JUAN FIGUEROA & 1
W N I ZONING RA -20R ; 0506-40-5495.000 w w w w w DB 1958, PG 97 PB 20, PG 9 MARGARATHE M. FIGUEROA 1
-'•-m ZONING RA -20R w w a✓ ,a, y r'a PB 20, PG 9 DB 802, PG 745
FL Ary 52 �� I PB 20, PG 9
' ,,,.✓w w w w w w ar '�.I. w w ; x_52)
N/F \ �/
w w w w w' w " W.S. FOUNDATION
DB 1958, PG 97 JiiJj/1"
+ i
EIP
PB 20, PG 9 (PINCHED)
I" EIP
g5• (PINCHED)
31.00' w 880'58'26"WI 192. 1 ; 51
V N87'04'34'W 92.58' S87'49'26"W 96.60' TOTAL I' EIP
(PINCHED) l i--'� N/F /
1 50) 1 W.S. WELLONS FOUNDATION / O
I (47� 49/, �� ` DB 1958, PG 97 SEE SHEET TWO FOR j
48` N/F PS 20, PG 9
UNCY
I --' N/ I DBA 2424, PC 03
5 I \N/F7 I N� I DARREL EDWARD FOWLER I /� NOTES AND SIGNATURES
PB 20, PG 9 1- EIP
ELMO M. JONES, II DARREL FOWLER I D8 2871,
PC PG 982
(PINCHED)
I DB 1966, PG 674 DB 3020, PG 175
P8 20, PG 9 I PB 20, PG 9 GRAPHIC SCALE
I" EIP ����—
n I i• EIP (PINCHED)
z 1 EIP (PINCHED) �� 60 0 30 60 120
(PINCHED) BU RERNUT DRIVE
a — — NZ— EDL — --
UBLI
PC STREET
60 R/W( IN FEET )
I- 1 inch = 60 ft.
240
m ,e
II
4�site
solutions
civil engineering I land surveying
409 Chicago Dree, Suite 312. Fayetteville, NC 28306
office 1910-428-6777 fax 1910-426-5777 iicare, number I C-2354
www.40altesdutbnuom
REVISIONS
PROJECT NAME
ROLLING
SPRINGS
SECTION 8
SUBDIVISION
MAP
CYPRESS DRIVE AND
NURSERY ROAD
ANDERSON CREEK TOWNSHIP
NEAR SPRING LAKE
HARNETT COUNTY
NORTH CAROLINA
CLIENT
WELLONS
COMPANIES
511 Highway 210 N.
Spring Lake, North Carolina 28390
Phone: (910) 436-3131
Fax: (910) 436-2242
IROJECT INFORMATION
SURVEYED BY:
MIKE
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1264
IRAWING SCALE
HORIZONTAL: I "=60'
TATE SURVEYED
APRIL 4, 2017
iHEET NUMBER
1
OF 2