SW6220201_Plansheet C1.0 - Existing Conditions_Survey_20220510

VICINITY MAP
NOT TO SCALE
LEGEND:
PK 0 PK-PK NAIL
EIP Oo EIP-EXISTING IRON PIPE
EIS 0 EIS -EXISTING IRON STAKE
ENL0 ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
- - RIGHT-OF-WAY
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
OVERHEAD UTILITY
- - WETLANDS
PERMANENT EASEMENT
X FENCE LINE
— CREEK BANK
6" WATER LINE
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
MAILBOX
PPS UTILITY POLE
C• GUY WIRE
OT TELEPHONE PEDESTAL
wv
N WATER VALVE
FIRE HYDRANT
16 WATER METER
® DROP INLET
SANITARY SEWER MANHOLE
GRAVEL
0 SOIL
WETLANDS
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987307
LOCALIZATION POINT N: 566,936.567 E: 2,009,647.784
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 DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP# 3720050600J OF THE FLOOD INSURANCE
RATE, DATED OCTOBER 3, 2006.
9. THE WETLANDS DELINEATION WAS PROVIDED BY:
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 FALLS OF NEUSE ROAD, SUITE 104
RALEIGH, NORTH CAROLINA 27615
PHONE: [phone]
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT
CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
------------ --- '`=-----------
PROFESSIONAL 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 SHOWN, PAGE HEREON 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 30 DAY OF M4P-CJJ, 2022.
PROFESS1 NAL LAND SURVEYOR - L-4571
TOTAL AREA: (BY COORDINATE COMPUTATION)
1,827,993 SF (41.96 AC)
PIN: 0506-88- 4099.000
041001m:Ld1il:,
20' FRONT
20' CORNER SIDE
5' SIDE
15' REAR
b3�3b-22
SOURCE OF TITLE
DB 3446, PG 969
HARNETT COUNTY
REGISTER OF DEEDS
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ARV# 15588 pp N 568,836.892
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HARNETT FORWARD TOGETHER COMMITTEE
DB 2193, PG 653
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W W W W W W W
W W V `. .. . W W W W W W W W W
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY W W W W W W W W W W W W PERENNIAL\ W W W W W W W W W W I ERB
UNDER MY SUPERVISION. THIS GPS SURVEY WAS W W W W W W W W W W W STREAM W W W W W W
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" W W W W W W W W W W W W W W W N/F
VRS FIELD PROCEDURES WERE USED. THE COORDINATES TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY W W W W W W W W W W W WOODSHIRE PROPERTIES, INC. W W W GRAPHIC SCALE
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE W W W W W W W W W W W W W�\W DB 1899, PG 868 W W W W
SURVEY WAS PERFORMED ON MARCH 5, 2021 USING TWO CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND W W W W` W W W W W W 100 0 50 100 200
TRIMBLE 5700 RECEIVERS. SEAL THIS 30 DAY OF M42Cfl A.D., 2022. ` W W
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PROFESSI NAL LAND SURVEYOR - L-4571 PROFESSI NAL LAND SURVEYOR - L-4571 \ W W W W W W W W W W W W 1 inch = 100 ft.
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400
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 G-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
EXISTING
CONDITIONS
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1775
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE SURVEYED
MARCH 5, 2021
SHEET NUMBER
C-1 no