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HomeMy WebLinkAbout20072086 Ver 1_Site Plan_20071211 213' PERU ROAD 97' EXISITING W000 BUILDING ~ ON CONCRETE BLOCKS I, CHARLES FRANCIS RIGGS .PROFESSIONAL LAND ~ 53' ~ PROPOSED E OPEN BELOW EXISITNG , EXISTING SURVEYOR, DO HEREBY CERTIFY THAT 1 HAVE A COVERED BOAT LIFT ~ BOAT UFT WOOD COVERED • SURVEYED THE PROPERTY AS SHOWN HEREO , ,IN , ; ACCORDANCE WITH THE STANDARDS OF ~A~'~ PROPOSED ~ocK (WOOD DECK RAW N79'19'34"W 376.61' 4.1' 4.3' S.2' ECM S FOR LAND SURVEYING IN NORTH CARO~~ ~~J~A'~~'~~~~ N~2MAL LOW WATER FLOATING DOCK - A m m m X THE RATIO OF PRECISION AS CALCI~ f ~r LATITUDE DEPA TURES IS: 0.0~ _3.0------------- - 0 _2 Q 0.0' PROPOSED BOAT RAMP W CANDO 0 ~ -2'~ -4.0' BUMPS CREEK -4.0' -2'~ i i EDGE OF WA EXISTING i 83 CUBIC FEET I ~i~g sCb.,, AGE OF WATER ~ OF SPOIL BELOW NHWL 9 D v SITE ROAD ° RIPRAP 209 CUBIC FEET I ~ EIP C/l INTERSECTION OF EXIS11NG OF SPOIL ABOVE NHWL CAN R A RIPRAP ~ N.C.S.R. 1522-GEORGE co ~ J W i LEWIS ROAD m 0 0 x r . 2I Z~ 7 ~ ~I ~I I ~ z a L.J 0 Q W U ~ y,. i V l O al ai ~I ~ N ~ .i: 3 THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED oI~ PROFILE ~i ;IF t~IF m ~ ~ OIW Ji~ ~I IN FLOOD ZONE "AE°(EL.=8') & "X" WHICH IS A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE PROPOSED IMPROVEMENTS ~ ~ W ~ W V ~ ~ J ~L VICINITY SKETCH FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL ~lo ~I GIST. ~Io ~ N ~I ~ ~ ECM NOT TO SCALE FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER 370340 3720429900 J, NOVEMBER 3, 205 . O i I O I~ o ~ n I ~ / / N ~ ? ~ I ~ ~ ~ ~ ~ ~O ~ cn ~ ~ Z-+ O ~ ~ ~ ~ / I~~ ~ ~ ~ / ~ ~n EIR I~ r J I I 24S LEWIS O 126 GEOR NEWPOR ~ \ 3 ~ D.B. 3 ,p f~ l ~u OW OR FORMERLY ~ ~VIS A. McCALLISTER GEORGE JONES ROAD ~ :WPORT, NC 28750 I ~~j fklSnNc D.B. 364, P. 390 I ~P~' eDAT ~F` Rf~ 0 / o~ / 1 / /ASR/q ~ ~2 TRACT 2 DWELLING ~S ONE STORY / J / ~a+ ~ N / 3/W ~„'I~ VINYL SIDING, ON PILINGS OVER C / v A~\ \ ~R ~~p,~ O o 't~~~ ENTRY PANDn STORAGE LOSED BELO / ~r iNE STORY WITH FLOOD ZONE "AE" J~~~ I ~ O~ v~ .S OVER CONCRETE ~ iSED BELOW FOR (ELEVATION = 8') Qo~ J V ~ ~ ~I~ o~ ~ NOW OR FORMERLY b i / / Q' ~ ~ I ~ 2 !y~ N ~lP~'C r r~ PROPOSED ALUMINUM BUILDING ~ m~ LEWIS m r / ~ r 10' INGRESS EGRESS ALUMINUM BUILDING ~ Qi i D.6. 430, P. 467 ~ ' (TO 9E RELOCATED) ~ ~ (TO gE RELOCATED) ~ A / / 4v/ < ~ ~ ~ ~ N33'4J'16"E ~ ~~j o~Ja~P `P/. J O \ \ ~ S. 4 ~ ~ RIPRAP Ce ^h of b ~ ~ ~ h~v~ ~Gp~~~P~~o \ e ~OPp~O~ ~ ~ N57~~ J'11 ~ i 6' HARE F ~ ~ c~'2/ e,~?~ ~~FT; ~ 5• 0.5~ _~}:~6--' 113.55' 6' HARE FENCE S8~'40 00 E 319.18 I v gI EIP GO ~ ALUMINUM TRACT 1 2~3.8~~ ~ ~ SIR e sui~~iNC ~ i ~ ~ ~ / J ~ ~ , ~ EXISTING 44.3 T 8 SEIHACK~ EIHACK~ 15500 Sq. Ft. q~~INW~I ~ ~ ~ ~ / / Q\. ~ 22:65 Cp~4j•s' NVppp BUII,DNG / ~ y COVERED DECK z scReENEO- 0.356 ACRES W000 v' gUiLOING I I ~ p IN PORCH BUIL MfG ~ ~ ~6~pp~S~~c~~~,~p ^ ° ~ ~w~" OF p dN CONC. BLOCKS k' 29.8 'WOOD STEPS / / ~ y CK OPEN BELOW ;y + " & LANDING / ~~~4~~~,, ~1 / ~ ~ 2.2. DWELLING a ~~i )D STEPS I A CO ~ 26 6.2 LANDING N O 4,) 12.E 33.1 / ~ ~ .1' cn I O N I cr EXISTING o ~ LI I~ ~ ~3~~~ , ~ m y. ~ WOOD STEPS ~ rte`)' ~ OPEN N ;n 4.1' cn / / ~ / ~ o' do LANDING ~ AREA BELOW r4i W ~i ~ N ONE STORY EXISTING ROCK ORIVEWMY y I O a s ~ I ~ ~ ~ MASONITE SIDING O1 ~ o m ~ I f i ~ ~ X65' ~ ~ 3.0 ~ ~ ~ a ~ / ~ /V ~j ~ ~ /-J~ 4 4. i , ~i' 'n ENCLOSED 'n v p ^ a ^ ~ rri w ON CONC. BLOCKS z ~S I FLOOD ZONE "X" y I ~ yyppp oo .v OVER DIRT 5.4' / rsi ~ ~ i i ` 1 y Sf ~ v Sa ~ ~ 'DR ~K ~Q ~ o ~ o AREA BELO o o ~ 7.5 S~ ~ N ~ ~I oEC~c ~ = ~ ~ NOW OR FORMERLY i i ~ ?C / lF e~~rR es TRACT Z~~ pPa~~ N 9•~ OPEN AREA BELOW N ~ SIDI G 4••s~ I °'REPAIR A EA 10'x 36' I EAR ~ tL LEWIS PERMIT (4844 / ZS1~ 9~ ~ ~/1/ / A'Np ~ 05Q o 1.0' ~ METER. ~ ~ ~3 ~ 11866 Sq. Ft. i ~Q vi CANTILEVER eox 0°• ~ w (ADO ON) o SEPTIC EASEMENT ~ ~ _ / S EXISTING SEPTIC FOR TRACT 2 ~%INIT1AL SYSTEM/ I D.B. 384, P. 81 i i 0.272 ACRES v ~.o' z~.a' j;a% e~ S RIPgRI nti~._ I ~O 8 ~6'F RIPRAP ! - - - - -r - A >5~~~~77 MA } qN C~ ~ 8' SETBACK LIFT STATION / o/ 49 fr J 8, 1 \ o AREA 10'x 36'~ ) ~Q C9. -Q i' 36 ~ /1 RS, cp i i - ~a- a- - - ~ - n' ccTwerk - i~/~/i 1 n 1 R' t F ~ ANY_APPR APPROXIMATE WETLAND DELINEATION OR ' O i i . . 32.00' ~S SIR 12,85' 33.07 SEPTIC EASEMENT 73.05' 35.76' EIR~ 29.56% 'RUXIMA I E MEAN HIGH WATER LINE SHOWN l + ~RFFk~ / R / I 14.52 / 100.8~~ 3' PUT RAIL FENCE ~ 44.30' o N80'39'1 \J ~ ~ SIR IS NOT CER 40T CERTIFIED AND IS SUBJECT TO BOTH IIEW & FINAL APPROVAL BY CAMA AND ~ I / ADJOINERS ;0'39'10"W 412.64' i ~ REVIEW & - THE U.S. A EDGE Of ROAD ~~NES /TELEPHONE _ ~ ~ POWER A N D O ROAD ~ /PEDESTAL U.S. ARMY CORPS OF ENGINEERS. J , 3 -l - 2~ , COq~Tq~ RETAINING 1YALL / ~p~y S ENCROACHES 2.2' A I ~ D~5,~ ~~OAS q~ MAC EA71pN I EDGE OF ROAD 2O'_R/W (GR>4YEL_ eRIVATE~_ 3 A~EMENT / / FLOOD ZONE "AE" / / I ~ / / ~ TOTAL (ELEVATION = 8') / ~ I I )TAL AREA O / 27366 S ~ ~ I 10.628 A ~ORMERLY / I ~ W WOODSM LY ' 366 Sq. Ft. . ~ 628 ACRES ' NOW OR FORMERLY ERNEST E. SUITS / ~ NOW OR FORME 2290 STOCKYARD ROAD DELCASTILHO ~ , ~TIPLH099 / / ` ~ D.6. 690, P. 545 ~ NOTE i , l STATELY, N.C. 27355 ~ D.B. 596, P. 4 D.B. 1011, P. 105 ~ / NOW OR FORMERLY I ELEVATIONS /ATIONS BASED ON NGVD 1929 ~ / FLINCHUM ~ ~ I & ADJUSTE / D.B. 858, P. 873 I I NORMAL LO i/ DJUSTED TO REFLECT A MAL LOW WATER LINE OF 0.0 ~ i ~ ~ i f ~ DETAIL ZONED R-8 ZONING SET FRONT = 2 REAR = 1 SIDE _ ED R-8M ING SETBACKS / J ~ ~ ?4S• Exis ~ fXjSnNC ~ a EXISTING IMPROVEMENTS NT = 25' R = 15' = 8' i BoAr ~F~fp / ~ ~ ~ iA q WO NERS ~P T qRi N ALEXANDRA JOHN A. Mc KANDRA E. McLAUGHLIN & HUSBAND N A. McLAUGHLIN CSR ~ ~R o /0 3~ ?a~, 2107 AQUTA 7 AQUTA DRIVE a~~f ~ ~ ~`~i ~ / e i ~ ~ STAFFORD, TITLE SOUR D.B. 1485, REFERENCE D.B. 1485, M.B. 3, FFORD, VA 22554 / / ! ~ ~ ~ i / z i ~ ~ ~ N 33'4' 16"E • ~?yJ2~"P ~~r E SOURCE \ ~J.4 ~ ? RIPRAP ur b 1485, P. 138 ' ~ N 5 7'15' 11 " ~ ~ _ ~ s' HARE FENCE ~135~ 3' 0.5~~ M:~~~~1~.~G'-~' 113.55' SIR =NCES / ~ ae~ F~oq nNl / 2 ' 4~ i' ONE STORY 44.3 8 SETBACK _?1.65~ ~,C,~p1~~,, /s' ,'~yppp BUILDING / o°, ~y COVERED DECK ~ ~ 1485, P. 138 ' ~ "~Yy~a CONC. BLOCKS k' 29.8' N yyppD STEPS ~ ~ 3, P. 97 ~ ~ OPEN BELOW w i~ ~ F~ ~ ~c c /v~' ~ LANDING ( W N M.B. 8, M.B. 47, 8, P. 36 47, P. 140 ~ ~ / / / / ~ / ryrA ,1 i / 2.2• DWELLING o n`Oi, O ~ N 4.1' v; p ~ ~ ~ AREAPBELOW rQi ~ ri p ~ ,b? ~s,s. ~ , woos s~PS a.o ~ 8 ~ ~ ~ rri ~ N60 51 15 E ti ' ~ ~C LANDING ~ ~ ENCLOSED 'M ~ o ~ ~ a ' ~ ~ ~ ~ o AREA BELO~II o ~ 7.5' S~ J LEGEND ND W ~ ~ ~ ~Sf`ACK ~ .J7~ 4' CC =CON ECM = EXIST EIP = EXI EIR = EXI EMN = EXI EPK = EXISTI = CONTROL CORNER d ' TRACT 2 ```L~ ~ r 9.1' ppEN AREA BELOW = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) EXISTING IRON PIPE (FOUND) M ~ ~ 251 9 / ~`~~~?3•~2'n/ ? 11866 Sq. Ft. o ,.o' / METER o N ~ 0.272 ACRES / e ~ cnNn~vER eox ' 7. ' 21.4' ~ o EXISTING IRON ROD (FOUND) ~ ~ BC/~(,~A RIPgR/q ~ I ~ 8Qr6~F = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER) N SCR N ~RRrp R I ;~\~RIPRA ' ~ EFk ~ ~a.s2' ~RIPRAP 128_ ' ~,_8' SETBACK _ _ _ +_UFT STATION _ # 3' PUT RAIL FENCE ~ 44.30 ~ 32.00' g SIR ERRS = EXI S = EXISTING RAILROAD SPIKE (FOUND) rooo.so' MBL = MINI NMP =NON = MINIMUM BUILDING LINE ADJOINERS ~ N80'39'10"W 412.64' R/W = RIG SCM =SET = NON MONUMENTED POINT I = RIGHT OF WAY t'7 ~ J ,3 2 ~ ~OASTq l COggTq~ RaTAININC A'ALL / er ,~N S ENCROACHES 2.2 SET CONCRETE MONUMENT (CONTROL CORNER) o ~ I ~ Dlhs p~,~ 3e DIVISIOry ~ O S AL ~A~EAnp~ I _ SIP =SET SIR =SET SET IRON PIPE = SET IRON ROD ACEM~r ~ SMN =SET SET MAGNETIC NAIL (CONTROL CORNER) 3 SPK =SET SET PARKER-KALON NAIL (CONTROL CORNER) CAMA PLAN FOR ~ = CEN `a, = Pow ~NDRA E. McLAUGHLIN 126 = A~~ & HUSBAND GRA 3~ ~ ,5 3~ = CENTERLINE = POWER POLE Q Q 1= ADDRESS U ~ ~ ALEXAN i (U GRAPHIC SCALE 0 i 30 60 120 CHARLES F. RIGGS 8c ASSOCIATES, INC. 0 / ~ 9°~ ~ O JOHN p~-'y/ "~y~ HN A. McLAUGHLIN ~ ~ T~AT11 QTT1?iT~'YTATr' /''nATiIT'1~ITTnATd7 .2~ /_'~nRdT AnCTTTnATTRT(~' C'Y.C'TFi'IU.C r, / , Y 1 V ~ To n ~ T ~ ~T 1 0. T~A/~T ~ CAAAII U r11\/I~`I/'1AI r"nf~ C IN FEET 1 LL71 v L I...! V L Y / L 1 L 1v V V V 1V r L 1• l 1 V 1T L'1 L W V L V Liz L 1 V i l i WA V 1 1V V I./ 1 k../ 1 L/ 1 1 A/ ~ LAND PLANNING & COMPUTER MAPPING Z ~ T I ft h li I I c ~ m~: N ALEXANDRA E. McL i i a, i r\r~~, i L F /-1IVIIL I vi vi0iviv r vr-\ 1 1 inch = 30 f t. . McLAUGHLIN & HUSBAND JOHN A. McLAUGHLIN z 202 WARLICK STREET DATE: OC E: OCTOBER 31, 2007 ° P.O. BOX 1570 m ~ y' oo STUMP SOUND TO 0 TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA DRAWN BY WN BY: IV, Ht~~'ZI NG / K, f5-rA JL- t~Y-L ,OAN Q JACKSONVILLE, N.C. 28541-1570 QIL FIELD B00 D BOOK: IND. PAGE: 18 N TELEPHONE: (910) 455-0877 C5 om z o 126 & 128 CANDO ROAD COMPUTER IPUTER: WS 3 PROJZ04-09-28CAMA J.dwQ ~ FACSIMILE:(910) 455-9033 Z PROJECT JJECT NUMBER: 04-09-28 ° E-MAIL: riggsland@bizec.rr.com 3 n