SW3230901_Plansheet - C 0.1 Existing Conditions/Survey_20230915

DocuSign Envelope ID:5109B2F9-6AF6-4EB8-9258-9230C43A83E8
LANOSF0R0 RD SURVEYOR'S CERTIFICATION i
GENERAL NOTES m i Graphic Scale
� I JAMES C. DAVIS. HEREBY CERTIFY THAT THIS MAP WAS DRAWN FROM AN ACTUAL FIELD SURVEY MADE
1. DEED BOOK: 8411, PAGE 124. o 80 160
UNDER MY DIRECT SUPERVISION; (DEED AND MAP DESCRIPTIONS AS SHOWN BELOW); AND THAT THE 2. FEMA FIRM PANEL # 3710536900J, EFFECTIVE DATE OCTOBER 16, 2008. THE
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FOLLOWING INFORMATION WAS USED TO PERFORM THE GNSS SURVEY: CLASS B SURVEY, 0.10' POSITIONAL SUBJECT TRACK DOES NOT APPEAR TO BE LOCATED IN A SPECIAL FLOOD IRF5 m N27.11'29"W6.62' 1`in hIN I=e80ft.
ACCURACY, RTK FIELD PROCEDURES WERE USED BETWEEN THE DATES OF MAY 2, 2022 TO MAY 6, 2022. HAZARD AREA.
THE SURVEY WAS BASED ON NAD83/2011 DATUM, 2010 EPOCH AND GEOID 2018. THE COMBINED SCALE 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE EXAMINATION BY '
�o ti I FACTOR FOR THE SITE IS 0.999880781244. ALL DISTANCE UNITS SHOWN ON THE MAP ARE US SURVEY AN ATTORNEY. PROPERTY MAY BE SUBJECT TO RECORDED OR UNRECORDED
FEET. RIGHT—OF—WAY, EASEMENTS, OR CONDITIONS NOT OBSERVED OR SHOWN HEREON. o �
y 4. ALL DISTANCES ARE IN FEET (US SURVEY FOOT) AND DECIMALS THEREOF AND m d
% THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL REPRESENT HORIZONTAL GROUND DISTANCES. "'�. N24.09'15"W 29.95'
SITE O v a SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 26TH DAY OF MAY 2022. 5. SETBACKS ARE SUBJECT TO VERIFICATION AND INTERPRETATION BY GOVERNMENT
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0GE HORIZONTAL CONTROL MONUMENT OF A FEDERAL OR STATE AGENCY WAS NOT
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VPNE�(R I ALSO CERTIFY THAT THIS MAP IS OF A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES FOUND WITHIN 2000' FEET OF THE SUBJECT PROPERTY sip. UTILITY EASEMENT
NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. 7. THIS SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT
sT9c �'y CREATE A NEW STREET OR CHANGE AN EXISTING STREET. o
Docusignea by: 8. PROPERTY IS ZONED RA-40 m
Vicinity Map 9. BUILDING SETBACKS FOR RA-40 ARE: 40' FRONT, 15' SIDE AND 40' REAR.
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(not toscaie) VMS 5/26/2022 IRF5 /
10. AREAS DETERMINED BY COORDINATE COMPUTATION.
JAMES C. DAVI 730C1556D73349E..NC PLS L-4553 (signature) DATE
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`,41', �A CARO'�,®, DATE OF FIELD SURVEY: MAY 6. 2022 0)
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MICHAEL & BRENDA HOWELLSEAL
® r Y PARCEL ID: 03159036
° i-45353 W �g2.2�' ;n DEED BOOK 6850, PAGE 31 �� o rn
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PARCEL ID: 03159033
IRF3 DEED BOOK 7065, PAGE 846Lk
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28524 DEED BOOK 8411, o
IRF4 REMNANTS OF OLD PAGE 124
IRF5 (DEED LINE)
HOG WIRE FENCE NCDOT PERMANENT
UTILITY EASEMENT
BARBED/HOG WIRE FENCE S89• DEED OVERLAP-----_"/ n
1.7' FROM PROPERTY LINE 5254 W 2j5.70' DEED BOOK 7065, I
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BARBED/HOG WIRE FENCE BUILDING
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NW 601 SOUTH PROPERTIES LLC NCDOT CONTROLLED Un ro"
W PARCEL ID: 03159014 ACCESS FENCE
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° 26.32 ACRES 2.0' FROM
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BARBED/HOG WIRE FENCE
1.4' FROM PROPERTY LINE
CHICKEN WIRE FENCE
28.9' FROM PROPERTY LINE------_ X IPF1"
IRF3 @ �YARD INLET
GARDEN FENCE O
13.9' FROM---_ N70.24'29"E 35.44'
N/F
PROPERTY LINE +
JIMMY KIRKLEY
PARCEL ID: 03159012
DEED BOOK 6299, PAGE 345
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RONDOLFO MENDOZA & MA
GONZALEZ
PARCEL ID: 03159016
DEED BOOK 6339, PAGE 600
OLD HOG WIRE FENCE IPF1" BY FLAT BAR
— �X X N70.58'36"E 49.10' /
N71'05'50"E 1100.29' — LEGEND (LAND TIE)
OLD HOG WIRE FENCE
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IRF4 (BENT BOUNDARY SURVEY SHEET 1OF1
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0IRF IRON REBAR FOUND
N/F 0IPF IRON PIPE FOUND CURRENT OWNER: 601 SOUTH
HAROLD & REBECCA PLYLER PROPERTIES, LLCi
OLD HOG WIRE FENCE PARCEL ID: 0315901 D O NCDOT R/W MARKER (PIN: 03159014)DEED BOOK 4038, PAGE 722 Peak Surveying, PLLC
O WELL SITE ADDRESS: 7312 PAGELAND HIGHWAY
UTILITY POLE MONROE, NC 28110 (UNION COUNTY)
OE OE OVERHEAD UTILITY LINES LANES CREEK TOWNSHIP 4702 Bothwell Drive
Marshville,NC 28103
PREPARED FOR: JEREMY HARVEY Survey Date:5/6/22 [phone]
REVISION 1—MAY 26,2022_ADDED NCDOT PERMANENT UTILITY EASEMENT Drawn By:JCD Cert.No.P-0524