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LOT 9 FOUNDATION PLANVICINITY MAP (Not to Scole) i LEGEND: Subject Boundary (Lines Surveyed) Lines Not Surveyed -- ....... Olcj Property Line (Being Abandoned) --- CI_ Centerline ----- R/W Right of Way Lines -------- Stream or watercourse UHE Overhead Electric Lines — — — — — — MBL Minimum Building Setback Lines EIP/EIS Existing Iron Pipe or Stake RCP Reinforced Concrete Pipe ECM Existing Concrete Monument PP Power Pole EPK Exsiting P.K. Nail TP Telephone Pedestal ECIP Existing Crimped Iron Pipe Trans. Electric Transformer ECS Existing Cotton Spindle (spike) MH Manhole ISS Iron Stake Set WM Water Meter Z� Calculated Point FH Fire Hydrant Ac. Acres D. B. Deed Book Sq..Ft. Square Feet M.B. Map Book sFT United States Survey Feet PIN Parcel Identifier Number Esmt. Easement BG/AG Below or Above Grade NAD 83 North American Datum of 1983 N. C. G. S. North Carolina Geodetic Survey GENERAL SURVEY NOTES. • Iron Stakes set at all property corners unless noted otherwise. • Mag. Nails set at all points in asphalt road surfaces, unless noted otherwise. • All owners and parcel information taken from County GIS. • All distances/dimensions are Horizontal ground distances in US Survey feet unless otherwise indicated. • Areas determined by coordinate method. • No attempt was made to locate any underground utilities. Prior to any excavation call 811. • A complete title search was not provided nor performed during this survey. A licensed attorney should be consulted regarding correct ownership, the existence of any easements, right-of-ways, cemeteries or other restrictions and encumberances not shown on maps and deeds referenced hereon. • No environmental features were located during this survey. Wetlands, ponds, streams and other special landforms may be located within the boundaries surveyed. • All existing corner monuments were found flush -with or within +/- 0.25 ft of surface unless otherwise indicated hereon. • All new iron stakes set flush with surface in mowed areas and 0.2 to 0.4 ft. above ground in woods or other unmaintained areas. • If not otherwise shown hereon, there are no N.C.G.S. Monuments within 2,000 FT of the subject property. I hereby certify that the foundation locations shown hereon are correct in relation to property lines of record. NOTE: The purpose of this survey is to locate the newly constructed foundations. Other features, fixtures, encumberances and indications of use may be revealed by a complete site survey. Q��Bp00008000 Dia S C s t0 e c L-3790 a m d ITR , oogE.AGoao �I 1(9 ( I EIS 16 7L \ �q S \ �° \ r �r4 9(/ \e ori J e V -", m 40465 1 `O^°% EIS �1� Mop # .o ti 26 /x 4.3' 1 ba. ,xr��entl lr'7 x oac 9� p oA1'p2 J, Fea S WpO0 R9. 1 .1' 21.0' )� \ySO. C) M \CoGfY 1P - - p �- � n 75.7' EIS gs, O EIS / •97'EIS 43 5 1 0 \rte <S 44-47' EIS 1�9�01 /Q, I 58" �OQ h� om F egy 39.2' gT� X34.. 26.5, ti �CO •�� yy O O�W�I C o 0) df 7.0' ° Z 0.508 Acre N n 13.0' v 21:0' N NN 770 210 58, yS N S6'SS � z i i229'SS'totol� �-�_ FIS \0 0 \rye I � Otte y 0.596 Acre i�� 0.856 (Acre o9 / m �sz9 clZ a� Is � I 'A9oJ i �i 2`8, N 7g --1 � N 17 I (Map � 2 06 W (219.0 x:06' Map # 2007-513 �g t, ru /3°�a1) �- l I"Open Space" IMap # 2007-513 FOUNDATION LOCATION'. Lots 6, 7 and 9 "Hunters as recorded in Map # 2006 Revisions: Map For: Stancil Build TOWNSHIP: Grove 6 FOR: oint Subdivision ,1128 thru 1 131 rs Inc. COUNTY: Harnett 20' 0 40' STATE: NORTH CAROLINA 870 NC 55 W, Coats, Horizontal Scale ZONE: RA -30 Parcel Number: See Map EIP 'Control Point" Harnett County Minimum Building Setback Requirements RA -20R, RA -20M, RA -30 & RA -40 FRONT: 35' from R/W REAR: 25' SIDE: 10' CORNER LOT SIDE: 20 MAXIMUM HEIGHT: 35' REFERENCE: Deed Book 3464, Page 1128 Map # 2006-1128 thru 1131 Lot 6 — 103 Hunters Point Court, Angier Lot 7 ti 106 Hunters Point Court, Angier Lot 9 — 100 Hunters Point Court, Angier STREAMLINE LAND SURVEYING, Inc. NC FIRM C-1898 870 NC 55 W, Coats, N.C. 27521 Phone: 910-897-7715 Fax: 910-8.97-7284 DATE: 5-9-2017 SURVEYED BY: R.E.G. FIELD BOOK 2014-1 SCALE: 1 " = 40' DRAWN BY: M.G.G. DRAWING FILE NO, FILE: DATA\0691\170508ST 170508ST