SW6220904_Plansheet - Existing Conditions/Survey_20221102

A
1/2" f
EIR AREA: (BY COORDINATE COMPUTATION)
1 1,157,837 SF (26.58 AC)
1
II' bL 584950001083
1 ZONING: RA-20
1
I 30' FRONT
10' SIDE
1 25' REAR
1
I SOURCE OF TITLE
DB 1413, PG 686
1 HOKE COUNTY
1 REGISTER OF DEEDS
I
1
VICINITY MAP N/F
1
\ SNOT TO SCALE HENRY BROWN
DB 107, PG 330
\ 1
\ 2 1/2' EIP 1
\ LEANING
\ ERS 1"ANGLE
o O RON N09°38'14"E 332.20' TIE 1EIP
O
1 S16°25'46"W
1 PP 30.62' TIE
I
1
o �
N/F 1
PAUL W. WILKES & WIFE,
HEDI J. WILKES 1 3
DB 688, PG 459 I
0
O ti
1
1 Z 1 TBM
I 4D DISK #1
N 458,931.849
INV E 1,896,989.414
329.34 8' ELEV 332.09
P�- NC GRID NAD 83
1 , (2011)
g3 INV NAVD 88
/ 327.73
INV
325.16 1
J w
w Q
Co
fff a
INV /
323.95 qp o w
N/F d
ARNOLD R. BOWEN & WIFE, ;n r'�
SYLVIA G. BOWEN 104 333
DB 262, PG 473
I 1 o EIP
�j N 459,085.466
�8'E 2a13
�2` 89
NCIGRID323j78. 783
(2011)
1
I
1
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99988141
LOCALIZATION POINT N: 458,931.849 E: 1,896,989.414
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO
MAP# 3710848600J AND MAP# 3710848400K OF THE FLOOD
INSURANCE RATE, BOTH DATED OCTOBER 17, 2006.
9. THE CONTOURS SHOWN ARE FROM A PARTIAL GROUND SURVEY
AND TAKEN FROM THE NORTH CAROLINA SPATIAL DATA
DOWNLOAD WEBSITE, VIA THE NC FLOODPLAIN MAPPING
PROGRAM. THE CONTOURS WERE ACHIEVED VIA LIDAR MAPPING
SYSTEMS AND ARE PART OF THE PHASE 3, 2015 QL2-NC DATA
SET. THESE CONTOURS ARE 1' CONTOURS AND ARE IN NC
GRID NAD 83/2011 AND NAVD 88 DATUMS.
O
D
a
LEGEND:
PK O PK-PK NAIL
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP 0 EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
EIS O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
ECSO ECS-EXISTING COTTON SPINDLE
SPKO SPK-SET PK NAIL
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
-- RIGHT-OF-WAY
uGT UNDERGROUND TELEPHONE LINE
// OVERHEAD UTILITY
X FENCE LINE
TREE LINE
325 MAJOR CONTOUR
322 MINOR CONTOUR
x 329.34' SPOT ELEVATION
BENCHMARK
MAILBOX
PPS UTILITY POLE
❑T TELEPHONE PEDESTAL
FIRE HYDRANT
❑❑ WATER METER
ASPHALT
SOIL
UNSUITABLE SOILS
N/F
SHAUNNA MARIE DUNLAP
DB 661, PG 763
345
3�9
a � �
,ECM WITH I i9, 0
0
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1 EIP I\ \ LL \ S O D 01, \
O l �cr`r, 00o O� l
1/2"
EIP 1 ERS O N/F Q.
1 1 H. P. WALTERS & WIFE,
BETTY WALTERS ° ao
DB 200, PG 187
N/F
RICHARD L. MUMMA JR. & WIFEI
SHARON D. MUMMA
DB 834, PG 150 I in 1
co \ w w w 340
C1 N 459,255.995 wo
Q N E 1,897,675.9997
Q 3 W PPIl NC GRID NAD 83 ,/2 107.93 120.8T
O N 1 (2011) EIP O S05°26'00"W/2X S05'23'58"W 2" FLAT S05'0908"W 247.04' IEIR /
1 STE
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r� 554 32
SO TIE O�
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Q 1 I
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IECS 1 S74°25'38"E I
— I 37.36' TIE I
1 ERS
1 _w 1 N/F I
~ 1 ANTHONY HUBERT & WIFE
I �^
I
CHERYL M. HUBERT r' 2 �1
w
DB 954, PG 142 ��� I
N/F
1
PC 3-14, MAP 3
CHARLES R. BEECHER & WIFE,
cD
1 - 1
^W'
N/F
SHERRIE A. LANDON
1
�
CHARLES R. BEECHER & WIFE,
I
TRACT 2 OF
m
I
SHERRIE A. LANDON
DB 1187, PG 651
TRACT 1 OF
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DB 1187, PG 651 I
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1 i
PC 3-14, MAP 3
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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 _____, PAGE _____ OR OTHER REFERENCE
SOURCE ); THAT THE BOUNDARIES
NOT SURVEYED ARE INDICATED AS DRAWN FROM
INFORMATION IN BOOK , PAGE OR OTHER
REFERENCE SOURCE ---- --------- • THAT THE
RATIO OF PRECISION OR POSITIONAL ACCURACY IS
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND
AND SEAL THIS 9 DAY OF AUGUST, 2022.
.1jo"RA_eL-A' ------------------------------
PROFESSIONAL LAND SURVEYOR — L-4571
I
I
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ERB 1/2" 1EIR
I EIR 00
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I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS I
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS I, SEAN R. SEEVER, CERTIFY THAT A PORTION OF THIS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH I CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN
VRS FIELD PROCEDURES WERE USED. THE COORDINATES ACTUAL SURVEY PERFORMED UNDER MY DIRECT
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND
SURVEY WAS PERFORMED ON FEBRUARY 16, 2022 USING 21.56.1606. WITNESS MY HAND AND SEAL THIS 9 DAY OF
TWO TRIMBLE 5700 RECEIVERS. AuGuST, A.D., 2022.
JW,4e. JV.A.� . ------------------------------------ -----------------------------------
PROFESSIONAL LAND SURVEYOR — L-4571 PROFESSIONAL LAND SURVEYOR — L-4571
08'41'�i
24"E 2515.31'
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N/F o $1
THOMAS A. STRICKLAND & �O
GREGORY M. CAULDER 0 90
DB 1413, PG 686
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o 340 343
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0
a Q 3`77
0
340
O
o°j C7 338
S05°14'01"W 752.50' —
o / 33S '1
N/F
ELIZABETH MARIE DAYTON-FRUM
DB 1178, PG 995
"CARD
=Q�;�FESS /0 •.i�
57 -
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b$'bq•22
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION. WITNESS MY HAND AND SEAL
THIS 9 DAY OF AUGUST, A.D., 2022.
----------------------------------------
PROFESSIONAL LAND SURVEYOR - L-4571
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320
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S05°12'46"W 436.91'
CONTROL POINT LIST
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
458,931.849
1,896,989.414
332.09
4D DISK
2
459,034.566
1,896,498.040
346.98
4D DISK
3
458,792.979
1 1,897,478.306
1 311.37
1 4D DISK
I
I
I
I N/F
CAROLYN JEAN LEWIS
DB 161, PG 403
Mry ' 1/2"
ERB
LIGHTER
m M g2� KNOT
0
o � \
cJ C
h
376
^� 1 0) ?�i
`O N /F
M PATRICK J. SIMPSON & WIFE,
KARA SIMPSON
DB 1018, PG 839
312 PC 3-82, MAP 2
310
<n
0 308 � h
M 305
3^�
? 1 /2" S05'14' (03"1W 300.03''
E�� Oo R�7� ___)
B�
_ 10
r_3,�
N/F \DARNELL & JANET MORGAN
DB 274, PG 540
PC 2-74, MAP 4 \
40
0
O
NC GRID NAD 83 (2011) C
Y
o�
S�
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
ROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
TG VENTURES LLC
9820 US Hwy 301 North
Lumberton, North Carolina 28360
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
CLIFF
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1860
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE SURVEYED
FEBRUARY 16, 2022
SHEET NUMBER
C-1
■