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HomeMy WebLinkAboutNTB 13-10 Oversized PlansM It: M N I, CHABLES FRANCIaJ3W95,PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE AS SHOWN HEREON IN R/W DD S UCTURALLY SURVEYED THE PROPERTY to ACCORDANCE WiTH THE STANDARDS OF PRACTICE co ;° I INDEPENDENT GAZEBO 1� FOR LAND SURVEYING IN NORTH CAROLINA. THAT CALCULATED BY DWELLING U COVERED DECKS WOOD I= THE RATIO OF PRECISION AS IS: 1:10.000+ } vi ( WALK } I � (� LATITUDES AND DEPARTURES v I Z j FINISHED a ~ FLOO 019.1' CHARLES.. } 171 18. ¢= 1 I of ETE I 00 SLLAAB _ EXISTING GRADE i �< THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED "VE" Z� IN FLOOD ZONE WHICH IS A HAZARD AREA AS DETERMINED BY THE FEDERAL to SPECIAL FLOOD EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD 3 I� INSURANCE PROGRAM. COMMUNITY PANEL NUMBER w 2i.4' I 42.8' n _ < z 370466 3720428800J NOVEMBER 3 2005 I z �T_ I� 70 2' 75' - FEDERAL FLOOD INSURANCE IS NOT AVAILABLE FOR R/W THIS AREA AS OF OCTOBER 1, 1983 AL NQTE BENCHMARK: SMN C/L NCSR 1568 NORTHING: 280624.05' EASTING: 2487402.61' ELEVATION: 6.0' HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: MAVD 88 HORIZONTAL & VERTICAL DATUM OBTAINED WITH TOPCON GRS USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATIONS ND PROPOSED DWELLING & EAVES = 1070 Sq.Ft. PROPOSED GAZEBO = 13& Sq.Ft. PROPOSED jEEEVIOUS DRIVE = 0 SO.Ft. PROPOSED TOTAL IMPERVIOUS SURFACE = 1208 Sq.Ft. TOTAL LOT AREA = 15818 SO.Ft, PROPOSED IMPERVIOUS AREA = 7.6% NOTE PROPOSED DWELLING & EAVES = 1070 Sq.Ft. PROPOSED GAZEBO = 138 Sq.Ft. PROPOSED DRIVE = 678 Sa Ft. PROPOSED TOTAL BUILT UPON SURFACE = 1886 Sq.Ft. TOTAL LOT AREA = 15818 S -.Ft. PROPOSED BUILT UPON AREA = 11.9% R/W I I f I Z } rTl SMN 'S28'5i 0) < 6I2' 31.Q8' O o I I I I } �t� } g I i = C) ^' > I } C } � Z I i 0 .1' 31 � S35.( SMN � Ui } 0) OD } I I �$ I h1 1 I SMN BENCHMARK I �s 1 I r, I SMN R/W EiR m Z Un rn PROPOSED 8' BOARD ON BOARD WOOD PRIVACY FENCE "1 \\ o Iv r r1 PROPOSED PERVIOUS DRIVE EIR C��•m N IIII�lI}t► An, > ' } Itt�ltli�i\\tt�\\\l�l' �• ift}�rljl1, 1'1}ill Litt I}i! /,f �� i 145.6, yi �1�1}ili of 1. 6.4 ( dal I 142'J ' �t fit!`1i-� 23 e 3 X 1�jI I Jo. \ 1 10' } y l t}}i{ 1 1 Ilt�iii� tit -- _ _ \16` SET"BA 9.29t °� \ 80.76' \ N24' 1'48"W II�{Ili } t' li 1il} I 10 t � i } }}{► Ili},�=t I tttt t►}t > ``�� � ,� i l i } i• 4 } I1-+}: t ll' ft Itliil` ii (EL14AI I 11, 1 1 �V}�iiIj 1 , L'OT 2 � I i if DIVjSION 01` THk ii�lll} f �tif }111 1 t f RICHARD BAk.��S �TRA 4B. 62, P. � 205 111 � 1111 itlli� // 1 R ii'iii'} ilIil T 1lil� lilt/ I I i It I JENKINS WAY 60' PUBLIC R/W _4z Oa � A �9, N _l S29'31' 10' SETBACK h 12.S 10.If EAVM 2' ' 4.5' } } } WOW WALK tIjE1R �j}i�j1il 11 #M\1i(IIII } i R/W III I}il� CHARLES F. RIGGS & ASSOCIATES, INC. (C-730 LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, LAND PLANNING & COMPUTER MAPPING 502 NEW BRIDGE STREET P.O. BOX 1570 101 SCOTTS HILL LOOP ROAD ' JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411 M TELEPHONE: (910) 455-0877 TELEPHONE: (910) 681-7444 M FACSIMILE: (910) 455-9033 E—MAIL: riggsiond0bizec.rr.com N E—MAIL: riggslond@bizec.rr.com ��MA APPLICATION RECEIVVD i I FOR DCM WILMINGTON, NC MAR 14 2013 GARY GRAY & WIFE i� 1� IY i 1 iA IMP 11 i 4 i cTI 1 } cn } I } 1 CA J 1 LOT 11 � 45818 *q.Ft. t 0.363 ACRES f } 1 { I } c } 100.30' I } j } NMP I } � 1 �h { r FLOOD ZO! E "VE" �A ! (ELE�ATION=i16.0'+21) I 1 1 } } } } } I � t I 1 } ATLANTIC OCEAN ATLANTIC OCEAN } }W,rI L ImINApY Pi -A " I ND " rDI,4 I�rC0PU2ArIDN, } CDl1JVt�-YANCI�5 DID SUSAN GRAY LOT 1, DIVISION OF THE RICHARD BARNES TRACT, M.B. 62, P. 205 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA 1282 NEW RIVER INLET ROAD I- ATLANTIC OCEAN ' VICINITY SKETCH NOT TO SCALE ZONED R-159� ZONING SETBACKS FRONT = 20 rrl REAR = 10' SIDE = 8' SIDE STREET = 15' OWNERS RICHARD W. BARNES & WiFE CAROL BARNES TITLE SOUSCE D.B. 3661, P. 842 TAX ID 774-36.3 REFERENCES. D.B. 3661, P. 842 M.B. 62, P. 205 LEGEND CC = CONTROL CORNER ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) EIP = EXISTING IRON PIPE (FOUND) EIR = EXISTING IRON ROD (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND.)(CONTROL CORNER) EPK = EXISTING PARKER—KALON NAIL (FOUND)(CONTROL CORNER) ERRS = EXISTING RAILROAD SPIKE (FOUND) MBL MINIMUM BUILDING LINE NMP = NON MONUMENTED POINT R/W = RIGHT OF WAY SCM = SET CONCRETE MONUMENT (CONTROL CORNER) SIP SET IRON PIPE SIR = SET IRON ROD SMN = SET MAGNETIC NAIL (CONTROL CORNER) SPK = SET PARKER—KALON NAIL (CONTROL CORNER) = CENTERLINE 19 = WATER METER V = FIRE HYDRANT wV = WATER VALVE = SANITARY SEWER MANHOLE co = CLEAN OUT PH = TELEPHONE PEDESTAL = TELEVISION PEDESTAL FO. = FIBER OPTIC CABLE MARKER >�c = LIGHT POLE "CI-3 = POWER POLE --irk--- = POWER LINE 611 = ELECTRIC TRANSFORMER X 6.4' = SPOT ELEVATION GRAPHIC SCALE 30 0 15 30 80 120 ( IN FEET ) I. inch = 30 ft. ACTUAL FIELD SURVEY DATE: JANUARY 21, 2013 MAPPING DATE: FEBRUARY 12. 2013 DRAWN BY: J. NF�LLM5 CHECKED BY: C.r", t2/CC5 FIELD BOOK: 790 PAGE: 30 PROJECT NUMBER: 13-01-11