SW6240103_Plansheet C-1.0 - Existing Conditions/Survey_20240119

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i TOTAL AREA: (BY COORDINATE COMPUTATION) NOTES: I LEGEND: civil engineering I land surveying
NC H�GHW 4,190,184 SF 96.19 AC 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. EIP I 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
AY 2 ( ) 2. COMBINED SCALE FACTOR: 0.99987477 EPK 0 EIP—EXISTING IRON PIPE x 394.47'SPOT ELEVATION office 1 910-426-6777 fax j 910-426-5777 license number I C-2354
LOCALIZATION POINT N: 590,236.976 E: 2,038,574.122 0 EPK—EXISTING PK NAIL BENCHMARK I wwwADsitesolutions.com
Etk 0538-88-6399.000 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM. I ERGO ERB—EXISTING REBAR EEI SIGN
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WERE ESTABLISHED USING THE a COMPUTED POINT [!]TRANSFORMER
ea- 100539 0007 NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM.
SITE y 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM INFORMATION REFERENCED ON THE I N/F — NOW OR FORMERLY LIGHT POLE
ZONING: RA-20R FACE OF THIS MAP. R/W — RIGHT OF WAY pp UTILITY POLE
5/a" 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS SURVEY. �� \\1111111//
PROPERTY LINE C GUY WIRE \� �
35' FRONT ERB 6. THE SUBJECT PROPERTY IS THE SAME AS THE PROPERTY DESCRIBED IN THAT CERTAIN TITLE I o� I � N CA/,Z O ///
20' CORNER SIDE EFFECTIVECOMMITMENDATE OFYJU Y 7,0232 2023ISSUED AND ALBLY CHICAGO TITLE EASEMENTS, COVENANTSCE COMPANY WITH AND RESTRICTIONS AN ADJACENT PROPERTY LINE ❑T TELEPHONE PEDESTAL ����OQ`�••�SSS/•••C/ '��i
10' SIDE REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE
— TIE LINE D4 WATER VALVE �� :pF O •.�
25' REAR SUBJECT PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE I —— RIGHT—OF—WAY FIRE HYDRANT 4�
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NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY. w WATER LINE ❑❑ WATER METER A _
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS MAPPED AREA MAY NOT BE 57
OVERHEAD UTILITY ASPHALT
SOURCE OF TITLE SHOWN ON THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE SUBSURFACE I I
DB 612, PG 122 / INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY REASON — STREAM WETLANDS i cP•••.� SURv,:••
HARNETT COUNTY OF ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN DIFFERENT LOCATIONS THAN I EXISTING EASEMENT LINE
REGISTER OF DEEDS EX
/ INDICATED ON THIS SURVEY.
/ 8. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" ACCORDING TO MAP# 3720052800J 1111
OF THE FLOOD INSURANCE RATE, DATED OCTOBER 3, 2006. X FENCE LINE
NORTHI
9. THE CONTOURS SHOWN ARE FROM A PARTIAL GROUND SURVEY AND TAKEN FROM THE NORTH TREE LINE
CAROLINA SPATIAL DATA DOWNLOAD WEBSITE, VIA THE NC FLOODPLAIN MAPPING PROGRAM. THE I
_ CONTOURS WERE ACHIEVED VIA LIDAR MAPPING SYSTEMS AND ARE PART OF THE PHASE 3, 2015 I 1 ZONE
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VICINITY MAP PP QL2—NC DATA SET. THESE CONTOURS ARE 1' CONTOURS AND ARE IN NC GRID NAD 83/2011 AND MAJOR CONTOUR
\ ERB ERS/ NAVD 88 DATUMS. 199 MINOR CONTOUR N/F I REVISIONS
NOT TO SCALE \ / I GENERAL UTILITY TRACT 3 OF COMPANY, INC.
ERB' DB 566, PG 155
N/F I 074&400,
�— JUNIOR C. SMITH N 586,876.362
\ DB 1343, PG 881 I E 2,039,821.749
MT. ARIEL COMMUNITY CHURCH PB 10, PG 33 a� o 0 3 9 NC GRID NAD 83
DB 4199, PG 1867 o Q EXISTING R� / (2011)
2" FLATBAR S19°17'25"E 923.76' EXISTING
PB 2008, PG 994 S18°50'57"E N 590,144.597 AXLE
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E 2,038,652.499 S19°49'43"E 2547.3T 0 4 a o ^ a 163�S80°43'48"E5/8" 33.28 ' NC GRID NAD 83
ERB 42.44' ERB EPK EIS (2011)
TBM 5 8, e O o�e 1T3 N/F
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5/8" N 590,236.976 _ ERB o X 89 188 Ng' D o O Q o W W ( COMPANY, INC.
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MARGARET S. PITTMAN & / // o° MURPHY N/F LLC JOAN PITTMAN JOYNER/ / /
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PB 2000, PG 712 / DB 2694, PG 859
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— N17'32'16"W 3853.48' TIE SURVEYED BY: AL
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I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN DRAWING SCALE
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
Z BOOK PAGE OR OTHER REFERENCE HORIZONTAL: 1"=150'
SOURCE _ ____________); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
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NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY `
INFORMATION IN BOOK _____, PAGE _____ OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS I, SEAN R. SEEVER, CERTIFY THAT A PORTION OF THIS `���,�N CARS
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REFERENCE SOURCE ___ _________; THAT THE PERFORMED TO C-2II FGCC SPECIFICATIONS RTK GPS WITH CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN !� .••' •• / i DATE SURVEYED
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RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES ACTUAL SURVEY PERFORMED UNDER MY DIRECT F O '• '9 i
0 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN ;Q� ��; GRAPHIC SCALE
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE AL = SEPTEMBER 14, 2023
> NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON SEPTEMBER 14, 2023 USING 21.56.1606. WITNESS MY HAND AND SEAL THIS 6 DAY OF EXISTING EASEMENTS AND DOES NOT CREATE A NEW 57 — 150 0 75 150 300 600
AND SEAL THIS 6 DAY OF PECEM6EI2, 2023. TWO TRIMBLE 5700 RECEIVERS. PECEMbI A.D., 2023. STREET OR CHANGE AN EXISTING STREET.
jea�Rlu-� jw""R.L"t, • •���/'gN•su ````�. SHEET NUMBER
R . ( IN FEET )
PROFESSIONAL LAND SURVEYOR — L-4571 PROFESSIONAL LAND SURVEYOR — L-4571 PROFESSIONAL LAND SURVEYOR — L-4571 PROFESSIONAL LAND SURVEYOR — L-4571 1 inch = 150 ft.
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