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HomeMy WebLinkAboutNTB 13-08 Oversized PlansI. CCHARLES FRANCIS RIGGS. PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY AS SHOWN HEREON IN ACCORDANCE WITH THE STANDARDS OF PRACTICE 00 co FOR LAND SURVEYING IN NORTH CAROLINA. THAT r- THE RATIO OF PRECISION AS CALCULATED BY LATITUDES. AND DEPARTURES IS: 1:10.000+ I z 0° M P.L.S. q IM ' a= THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED I z IN FLOOD ZONE "VE" WHICH Is A x 0 _ SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL �' EMERGENCY MANAGEMENT AGENCY, AND THE NATiONAL FLOOD � INSURANCE PROGRAM. COMMUNITY PANEL NUMBER w �7Q466 372042880 OVEMBER 3 2005 � I z FEDERAL FLOOD INSURANCE IS NOT AVAILABLE FOR THIS AREA AS OF OCTOBER 1, 1983 RQ BENCHMARK: SMN CA NCSR 1568 NORTHING: 280624.05' EASTING: 2487402.61' ELEVATION: 6.0' HORIZONTAL DATUM: NAD 83 (2011) A VERTICAL DATUM: NAVD 88 HORIZONTAL & VERTICAL DATUM OBTAINED WITH TOPCON GRS USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATIONS NOTE PROPOSED DWELLING & EAVES = 1070 Sq.Ft. PROPOSED GAZEBO = 138 Sq.Ft. PROPOSED PERVIOUS DRIVE = 0 Sq.Ft. PROPOSED TOTAL IMPERVIOUS SURFACE = 1208 Sq.Ft. TOTAL LOT AREA = 16005 Sq.Ft, PROPOSED IMPERVIOUS AREA = 7.5% NOTE PROPOSED DWELLING & EAVES = 1070 Sq.Ft. PROPOSED GAZEBO = 138 Sq.Ft. PROPOSED DRIVE = 678 5Q Ft PROPOSED TOTAL BUILT UPON SURFACE = 1886 Sq.Ft. TOTAL LOT AREA = 16005 Sq.Ft. I PROPOSED BUILT UPON AREA = 11.8% �I lil f I R/W i I SMN I m I I� J 1 rr--- I fr1 I > SMN I = 0 I D I I � 1 rn 00 6.0' S34'53' SMN 30.31- IBENCHMARK I z g r*i I I 0. SMN 5.7' S3 '41 I I I I � R/W I gir �''GRAOE V + (R PER cn 63.2' 75' ffll�l,i,Illlilt / f R/W i 11 illllt\\ I Il ift \\\\\ \\11 IIII\\ vv �t It 0 � (�w�'vt �� R/W \ _ If tI,/// f'11�11�1111 EIR y� \\ { 1 Iiiiiitl(I t i!!t IIII m , ill IIIIIi t�iIII it 1 i1 \ 1 1111 1 1 i t fill o N y i 1 ill tit I � r l it�? IjjI � 1 ► 1 111�1 1. EIR ililili�(rfill i' '�\ \ t 1 t IffIlIllll titi�i111 I 111 i 1 1 I 1\\ lilt \ t E LOT 2 111 Ii11(I I I1Illijji EIR \� �\ I N VISION OF EI i I i I I t 1 11 i111 RIGIARD BARNE�II ih IT' I I \ f m t M. 62, P. tllli I' , i111 I \ 1111 lili..Iilj i111 "' i f �> � i `1{11,111R���1��1•�h11 t �i- / EIR 14l I V1 lt$ I f s 1 ! A 1 1111 1111 �(ril11 I11 I ' 1i ` .N / illlljl�i' 1`\Itt,' \\► I I I t �jiikilr►�i(� P/ S29'31'48"E 241, 77' I' i' I I 1 1 Hilt 50"lilt EIR 33.36' l 66, 5' EI i I t 1 I i1 II I� r� _1 __1o'�sE7eLa� / tl 11 I l i l i I I I ttl �/rf I { rn i Ron 12.3' 1�1fi(iJt tS j*11; 1r�S 0 41, 5s aI4.2 P 1 11' iI al # oRiv�Es I'r 1 jI rRaPosw w000 wAu< L 1 U / I r .a- I u1�co I O / — 10. I 10' 10' SETBACK 29.05' 63.30' IIR EIR N29'31'48"W 233.62' LOT.3B x DIVISION OF T 3 OF THE BARNESTRACT g M.B. 65, P. 167 d) EIR R/W a CHARLES F. RIGGS & ASSOCIATES, INC. (C-730) LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, LAND PLANNING & COMPUTER MAPPING 502 NEW BRIDGE STREET r 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: riggslond@bizec.rr.com E—MAIL: riggslond@bizec.rr.com I It (I I Wilii r f'! 1l,,tt11tl�ki�li��liil i111111(lrrlirt•f I1111 Itllii{r;\Iv\' Ij�.1�2a13 FLOOD ZONE "VE" (ELEVATION=15.0'+2') RECEIVED DCM WILMINGTON, NC MAR 14 2013 CAMA APPLICATION FOR GARY GRAY & WI FE 1 100.95E + 1 I LOT 3� 1#482 04332 S%-Ft. II I l A0RES I t h^s nog l t 1U*) 0 NMPi ' (0 it .o �> FLOOD ZONE "VE" 10 fM (ELEVATION=16.0'+2') im C� ATLANTIC OCEAN ATLANTIC OCEAN Ll- IMINAPY pLAr OP MCOPMA7'lONYANCr5 OP 5ALF5 SUSAN GRAY LOT 3A, DIVISION OF LOT 3 OF THE BARNES TRACT, M.B. 65, P. 167 STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA 1278 NEW RIVER INLET ROAD ZONED R-15 FRONT = 20' REAR = 10' SIDE = 8' SIDE STREET = 15' OWNERS RICHARD W. BARNES & WIFE CAROL BARNES TITLE SOURCE D.B. 3661, P. 842 TAX ID 774-36.5 f31=.€ REbICES D.B. 3661, P. 842 M.B. 62, P. 205 M.B. 65, P. 167 VICINITY SKETCH NOT TO SCALE 119,1j 8 rJ 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 ® = WATER METER FIRE HYDRANT wv WATER VALVE ss = SANITARY SEWER MANHOLE co = CLEAN OUT PH = TELEPHONE PEDESTAL Q TELEVISION PEDESTAL Fo FIBER OPTIC CABLE MARKER = LIGHT POLE POWER POLE = POWER LINE ® = ELECTRIC TRANSFORMER X 6.4' = SPOT ELEVATION GRAPHIC SCALE 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. ACTUAL FIELD SURVEY DATE: JANUARY 21, 2013 MAPPING DATE: FEBRUARY 12, 2013 DRAWN BY: J, Ht�L-M5 CHECKED BY: CF. l�IGG,S FIELD BOOK: 790 PAGE: 30 PROJECT NUMBER: 13-01-13 N-/-�3 /3`v