SW6210601_Plansheet (C-1.0) - Existing Conditions/Survey_20211208

VICINITY MAP
NOT TO SCALE
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99988521
LOCALIZATION POINT N: 441,505.605 E: 1,975,913.607
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# 3710947400J OF THE FLOOD INSURANCE RATE, DATED
OCTOBER 17, 2006.
9. WETLAND DELINEATION WAS PERFORMED ON DECEMBER 2, 2020
BY:
SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOCIATES, INC.
P.O. BOX 9321
FAYETTEVILLE, NC 28311
T: 910-822-4540
E: mike0southeastern soil. corn
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP 00 EIP-EXISTING IRON PIPE
EIR 00 EIR-EXISTING IRON ROD
\
ERBO ERB-EXISTING REBAR
\
\
o COMPUTED POINT
N 440,437.585
\
N/F -NOW OR FORMERLY
\ NCI GRID NAD 83
R/W - RIGHT OF WAY
\ (2011)
PROPERTY LINE
1 1/4"
\ EIP
— OPL OLD PROPERTY LINE
ADJACENT PROPERTY LINE
0
\ e
- - RIGHT-OF-WAY
- — — — -SETBACK LINE
N/F
WILLARD F. PAGE &WIFE,
\ BERYL R. PAGE x
sD STORM DRAINAGE
DB 286, PG 365
r
W WATER LINE
\
TREE LINE
co
210 MAJOR CONTOUR
\ o
N
X
207 MINOR CONTOUR
x 208.47' SPOT ELEVATION
\
BENCHMARK
Fs-,GNl SIGN
MB MAILBOX
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� ERB x
/
0 TELEPHONE PEDESTAL
/
FIRE HYDRANT
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ASPHALT
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/
WETLANDS /
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ROBBIE FUMAROLA
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SURFACE WATER /
DB 252, PG 135 ^o
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1 /2" 0
ERB I ��
AREA: (BY COORDINATE COMPUTATION)
2,428,774 SF (55.76 AC)
PIN NO: 494740001133
ZONING: RA-20
30' FRONT
10' SIDE
25' REAR
SOURCE OF TITLE
DB 1327, PG 939
HOKE COUNTY
REGISTER OF DEEDS
N/F
BOBBY L. McDOWELL
DB 122, PG 358
12
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ROBIN S. ROCKWELL WILLARD F. PAGE & WIFE,
DB 240, PG 513
BERYL R. PAGE �
PB 4077, PG 4 TRACT 2 OF d'3 x f a ri
DB 365, PG 173 �� °�D
3:I N /F I
DANIEL S. SNAVE & WIFE,
^ \ ELIZABETH A. SNAVE
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\ CHORD s ERB ----------- -- ERB R=1534.25' � ,,9 w6
190 - - - - - - _ 6 SR 14215 (1 C JONES ROAD) - - - i� - - L=233.09'
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN S25°33'21 "E- — W6 �-
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE W6 W6 W6 W6 W6 W6 60' PUBLIC R/W W6 W6 -� W6 W6 W6 W6 � W6 CHORD
355.21' ��__�-- -- -- -- -- -- -- - -- -- -- -- -- - -- -- -- -- -- ----—S42°33'17 E 5/8„
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN -�- 1 ERB
BOOK -----, PAGE ----- OR OTHER REFERENCE TBM I9. EIP 232.86'
SOURCE -----------------); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS 4D DISK #1 179.52
NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY N 441,505.605
INFORMATION IN BOOK -----, PAGE ----- OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS E 1,975,913.607
REFERENCE SOURCE -----------------; THAT THE PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH ELEV 187.80 I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES NC GRID NAD 83 TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT (2011) PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN GRAPHIC SCALE
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS NAVD 88 MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON OCTOBER 20, 2020 USING CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND EXISTING EASEMENTS AND DOES NOT CREATE A NEW 100 0 50 100 200 400
AND SEAL THIS 7 DAY OF PLCEM5112, 2021. TWO TRIMBLE 5700 RECEIVERS. SEAL THIS 7 DAY OF DECEM6EIz A.D., 2021. STREET OR CHANGE AN EXISTING STREET.
( IN FEET )
--------------------------------------------------------------------------------------------------------------------------------- ---------------------------
PROFESSI NAL LAND SURVEYOR - L-4571 PROFESSI NAL LAND SURVEYOR - L-4571 PROFESSI NAL LAND SURVEYOR - L-4571 PROFESSI NAL LAND SURVEYOR - L-4571 1 inch = 100 ft.
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DEVELOPMENT, INC. a, 0. i ♦ / LAURA ELIZABETH JONES,
4 DB 1327, PG 939 �� / \ �� �\ ♦ LINDSAY KATHLEEN JONES,
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N/F
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4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
GRACELAND
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
CHRIS PARKER
PO Box 531
Parkton, North Carolina 28371
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
AL
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1656
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE SURVEYED
OCTOBER 20, 2020
SHEET NUMBER
C-1 no