HomeMy WebLinkAboutNCC214458_Site Plan or Location Map_20210805IRM6
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PAC TREES TO STAY
TREES TO BE REMOVED
I, DAVID R. ESSICK, CERTIFYTHATTHIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM ANACTUAL GPSIGNSS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM
THE SURVEY
(1) CLASS OF SURVEY: CLASS A
(2) POSITIONAL ACCURACY: <0.1V
(3) TYPE OF GPS FIELD PROCEDURE: RTK NETWORKS
(4) DATES OF SURVEY: 02I17I2l
(5) DATUMIEPOCH: NAD83(2011)
(6) PUBLISHEI-IXEOCONTROL USE: NC COBS GRID TO GROUND SCALE POINT:
(7) GEOID MODEL: ConbmM [US NGS2012B N(y): 522106,069 US SURVEY FEET
(8) COMBINED GRID FACTOR(5): 0.99980355 (9) UNITSUS SURVEY FEET E(x): 18]3919.02 US SURVEY FEET
:
L DAVID R. ESSICK, CERTIFY THATTHIS MAP WAS DRAWN UNDER MY
SUPERVISION FROMAN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN (SEE REFERENCE TABLE); THAT THE BOUNDARIES
NOT SURVEYEDARE INDICATEDAS DRAWN FROM INFORMATION IN (SEE
REFERENCE TABLE); AND THATTHIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21
NCAC 58.1800).
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PROFESSIONAL LAND SURVEYOR, L-5423
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10 COURTHOUSE SQUARE
CARTHAGE.NC2B92]
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N: 522186.172 US SURVEY FEET
E. 1873737.84 US SURVEY FEET
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f CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTAANGLE
- —
Cl869.00 128.81' 128.52' 34Y58'35"W 7°29'11"
- _ —
C2 20.00' 2).i]' 25.19' SBB'53'56"W 77°50'20"
BARRYWILSON
8 MARILYN WILSON
DS 5270, P 505
LOT 1369R
PC 13, SL 779
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N: 522134.996 US SURVEY
FEET
/
E: 1873942.61 US SURVEY FEET
/
REFERENCE:
DEED BOOK 5455, PAGE 228
PLAT CABINET 13. SLIDE 779
MOORE COUNTY REGISTRY
RATIO OF PRECISION=1:10.01
ACREAGE DETERMINED BY
COORDINATE METHOD
THIS SURVEY WAS PERFORMED
WITHOUTTHE BENEFIT OFATITLE
SEARCH AND IS SUBJECT TO ANY
EASEMENTS OR CONVEYANCES
OF RECORD.
UN LESS OTHERWISE DENOTED:
EIS = EXISTING IRON STAKE
EIP = EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
Ire
ERRS= EXISTING RAILROAD SPIKE
EA=EXISTINGAXLE
�✓
NIP' NEW IRON PIPE
NI5=NEWIRONSTAKE
NM • NEW MAG NAIL
El = EXISTING MAG NAIL
EPK= EXISTING PK NAIL
CP • CALCULATED POINT
#AG•(#)INCHESABOVE GRADE
4 = (0) INCHES BELOW GRADE
FL = FLUSH WITH GRADE
CL • CENTERLINE
EDP = EDGE OF PAVEMENT
_
R W • RIGHT -CIF -WAY
= UTIL17Y POLE
j
=5/8 NIR FLUSH
0 =COMPUTED POINT
/# = WATER VALVE
FIRE HYDRANT
=MANHOLE
= WATER METER
® =TRANSFORMER
OVERHEAD ELECTRIC LINE
---FENCE
PARCEL 10: 20060169
ZONING: RS-2CD
PUBLIC SUPPLY WATERSHED: NIA
OWNERSADDRESS:
GARY SANDROWSKI
225 HUNTERS TRAIL
SOTTHERN PINES, NC 28397
PROPERTYADORESS:
105 EAGLE POINT LN
SOUTHERN PINES, NC 28381
BUILDING SETBACKS:
FRONT • 40'
SIOE • 15'
CORNER SIDE = 4V
REAR = 49
IMPERVIOUSAREA:
HOUSE: 3,436 SQ.FT. 13.8%
DRIVE 1,349 SOFT 5.4%
POOL DECK: 814 S0FT. 2A%
TOTAL: 5,399 SOFT.
21 6 %IMPERVIOUSAREA
PROPOSED DISTURBED ARFAA7,OD0 SQFT.
BUILDER NAME:
MASTER PROPERTIES, INC
25 MASTERS RIDGE PLACE
SOUTHERN PINES, NC 28357
9/672&1217
ARCHUECTNAME:
DONALDA GARONER, INC
PO BOX 26178
GREENVILLE, SC 2.16
8-28&7580
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