SW6220101_Plansheet C-1.0 - Existing Conditions Plan_20220614

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AREA: (BY COORDINATE COMPUTATION) REFERENCES: SOURCE OF TITLE
XXX,XXX SF (X.XX AC) DB 1899, PG 852 DB 1899, PG 852
DB 1899, PG 868 DB 1899, PG 868
DB 1954, PG 334 HARNETT COUNTY
PIN NO: 0506-75-8231.000 DB 2234, PG 84 REGISTER OF DEEDS
0506-96-2218.000 DB 2315, PG 105
+ ZONING: RA-20R DB 2386, PG 554
SITE DB 2386, PG 574
�� oP DB 2519, PG 267
o\� 35' FRONT DB 2560, PG 347
ope tee" QS'� 10' SIDE DB 2635, PG 847
�0 25' REAR DB 2668, PG 901
DB 2692, PG 889
DB 3133, PG 528
DB 3211, PG 261
a�rya oR ��a DB 3221, PG 869
�6- k" s'p Gc DB 3221, PG 951
=m y Cif of p�PSR"" ss DB 3233, PG 466 o P sT
DB 3270, PG 660
PB F, PG 433-B
PB 2001, PG 323
PB 2001, PG
3 y NORTH PB 2006, PG 168
PB 2007, PG 948
PB 2013, PG 5
VICINITY MAP
NOT TO SCALE
n _
_380 377 375 372 367 ` 365 c 361 360�
383 3gp S ��
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3 5.31'18" RCP 363.94 S25°11'14"W 164.53'
1613 3Rn 5/8" 375 =5/8„ 3�p " 5 i°^ 367 ./8,, 366
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WOODSHIRE PHASE ONE N �
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31
DUNBAR DRIVE - SR 2241 0 O 6 360'
50' R/W (PUBLIC) oo^ 365 Dorn 363
15 RCP
LEGEND:
PK PK-PK NAIL
EiP Oo EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENLO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
CI - CURB INLET
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
x 208.47' SPOT ELEVATION
BENCHMARK
D4 WATER VALVE
��, FIRE HYDRANT
1 WATER METER
® CATCH BASIN
TREE
GRAVEL
SOIL
0 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]
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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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PROJECT INFORMATION
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.
19_Q/v'e — .
------------ ----- ---------------------
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 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 io DAY OF MAIZCII, 2022.
LAA '
------------ ---------------------------
PROFESSI NAL LAND SURVEYOR - L-4571
IICARO
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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 FEBRUARY 4, 2013 USING
TWO TRIMBLE 5700 RECEIVERS.
lep--L, *
------------ ---------------------------
PROFESSI NAL LAND SURVEYOR - L-4571
SURVEYED BY:
CLIFF
DRAWN BY:
TERRY
CHECKED BY:
JIMMY
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=100'
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 io DAY OF M412-CLI, A.D., 2022.
lej. .
------------ L"/e-------------------
PROF ESSI NAL LAND SURVEYOR - L-4571
DATE SURVEYED
GRAPHIC SCALE
100 0 50 100 200 400 FEBRUARY 24, 2021
( IN FEET )
1 inch = 100 ft.
SHEET NUMBER
C-1
no