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HomeMy WebLinkAboutNCC214458_Site Plan or Location Map_20210805IRM6 NpLY Y� YIB.Gi.LLIB. 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). �„uunnnrrr"'r'rrrw�.. THIS �[1D DLY, A.D., 202 p tN CARp� ' //•A✓ � `��'o{P0 ESSW/ON y944u=s_ PROFESSIONAL LAND SURVEYOR, L-5423 4 SEAL r _ Lb423 MATTHEW S ° y�9GyO 3URN�+ G � _ �`/F uavcrwc marrwc dip R. Esga JO 10 COURTHOU ESQUAR-so2o w"'wr rinnurw^"� 10 COURTHOUSE SQUARE CARTHAGE.NC2B92] 17-71 � 518"EIS TBG n N: 522186.172 US SURVEY FEET E. 1873737.84 US SURVEY FEET llql I W I\ /Ck0,ERB `\ y �� e �OKpF CURB P rs 40.0' .\ RW \ � • tPTYoh 6 ,. "W At�ApR���Ic 518"EIS 2"BG C2 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 a va"Els r13G 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 M .I m