SW6210402_Plansheet C-1.0 - Ex. Conditions_20210504

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NORTH
VICINITY MAP
NOT TO SCALE
N 447,342.853
E 1,974,475.528
NC GRID NAD 83 1/2"
LEGEND: (2011) ERB
E o'Z ECM —EXISTING CONCRETE MONUMENT
EIP 0 EIP—EXISTING IRON PIPE
\ 3/8"
EIR
N 446,823.461
E 1,974,300.032
NC GRID NAD 83
(2011)
ti
N/F
MICHAEL HENDRICKS & WIFE,
KAREN SMITH
DB 370, PG 432
SLIDE 359, MAP 8
N/F
WOODHAVEN PARTNERS, LLC
DB 1240, PG 929
PC 4, SLIDE 4-67, MAP 002
M
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
J7o
EIR
lu--4,
--------- --- ----- ---------------------
PROFESSI NAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK 1240. PAGE 929 OR OTHER REFERENCE SOURCE
------- ); THAT THE BOUNDARIES NOT ����►►►������/I/�
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION ����•(N •CARO
IN BOOK _____, PAGE _____ OR OTHER REFERENCE ��� Q�•.••• 1M0��
Z�Q�O ESS /
SOURCE --- --------- • THAT THE RATIO OF � F � '•
PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND
THAT THIS MAP MEETS THE REQUIREMENTS OF THE AL 5l
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH : < 57
CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND AND
SEAL THIS I DAY OF MAP-Cfl 2021. ��� cf� ••• SURol�•• e
PROFESSI NAL LAND SURVEYOR — L-4571 I .
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0
Ate,
r\ 1 _E
N/F
iICELTON & WIFE,
!W KELTON
3%p, PG 393
E 359, MAP 8
- ERB
ERB
2" \EIP
N/F
MICHAEL IPARRAGUIRRE \
3/4" TRACT 1 OF
EIP DB 969, PG 190 \
O
214
213
1-
EIR
N/F
MICHAEL IPARRAGUIRRE
TRACT 2 OF
DB 969, PG 190
276
276,
212
Ss9•
2�22 F
R�7
91%,
T�F
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON OCTOBER 16, 2020 USING
TWO TRIMBLE 5700 RECEIVERS.
PROFESs1 NAL LAND SURVEYOR — L-4571
TBM
4D DISK #1
N 447,517.171
E 1,976,051.080
ELEV 219.84
NC GRID NAD 83
(2011)
NAVD 88
S79°28111 "E
58.79'
EIP
OEIP� (PINCHED)
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1RB 9°22'37"W 221.11' R=25.00'
N 1/2"
ER
2� 27j L=4353' /
s CHO.RD l ER
76 N39°26'58"W 1e j \
38.23' I
1 /2"
^ ^ N10°21'03"E ERB /
23.79'
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3 N/F
WOODHAVEN PARTNERS, LLC / r
M z DB 1240, PG 929 /
O o PB 4117, PG 6 R=572.63'
0 . m L=154.93' N /
CHORD 0 /
N18°08'01 "E /
154.46'
POSSIBLE
ENCROACHMENT '' PROPANE / SCE S0�(iT
^w^^^ 0 i
r T lr T 1 .
_TAN K
,
N89'23'23"W 701.15'
�4 RB 1ERB 48.29' 1/2",
N
ERBr i
N89°26'15"W
PUMP P
SHELTER SHED1" HOUSE PI
N/F /
PERRY M. LOWERY
TRACT 2 OF / SHELTER
DB 1172, PG 261 N/F
/ PERRY M. LOWERY co
co
TRACT 1 OF ¢°
/ DB 1172, PG 261 z
g
c)
c.)
z
/ I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
/ PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
/ SEAL THIS I DAY OF MAP-Cfl A.D., 2021.
------------ ------=----------------
PROFESSI NAL LAND SURVEYOR — L-=---4571
1 /2,
ERB
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
I
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/
I
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Is im -Ij- le
solutions
III
■
#74-livft engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
\1N CARO ��i��
4 AL
57 -
�•• SURv�•• ���
REVISIONS
PROJECT NAME
WOODHAVEN
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
CLIFF
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1721
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE SURVEYED
OCTOBER 19, 2020
SHEET NUMBER
C-1
■