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HomeMy WebLinkAbout90-08 OVERSIZED PLANSPERU ROAD I, CHARLES FRANCIS RIGGS , PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY AS SHOWN HEREON IN /q ACCORDANCE WITH THE STANDARDS OF PRACT�QE- aiaaryf FOR LAND SURVEYING IN NORTH CAROLINA.iIT•H i" THE RATIO OF PRECISION AS CALCULATE LATITUDES D DEPART ES IS: 1:10. DOd519 ����"��i�r�� CH F ANCIS IGGS ft P Cl THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "AE"(EL.=8') & "X" WHICH IS A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER 370340 3720429900 J, NOVEMBER 3, 205 q� 2/ / ExrSnNG BOAT �0��'fD r e� / / 1 i J � l 251% q� N 3P�' BAT L�r�ED / J 257, COVERED BOAT LIFT -------�n 0 nHG°° \ B0 GT �i h ` `SE�Ac` / / C/Mps RIPgRIg N l �0 8 r hF 0 9 53' PROPOSED BOAT LIFT PROPOSED NORMAL LOW WATER FLOATING DOCK EXISITNG I EXISTING WOOD COVERED nnr1� Iwnnn DECK -----r---------- --- -- --------------- 0.0 0.0' -3.0 -q,p' BUMPS CREEK _q D -2 0 J uj zI <u V n PROFILE wl PROPOSED IMPROVEMENTS �=I H z U EDGE OF WATER EXISTING RIPRAP I w I Z Z I I Q Z 3.I �I o10 J ] SIB J 1 W Q W EXISITING WOOD BUILDING ON CONCRETE BLOCKS OPEN BELOW y o' PROPOSED BOAT RAMP I -0.0' 83 CUBIC FEET OF SPOIL BELOW NHWL 209 CUBIC FEET OF SPOIL ABOVE NHWL Qi 7 U R/W N79'19'34"W 376,61' ECM SA 2� 9 A6 EIP LA71 I OD U� C/L INTERSECTION OF CANDO ROAD N.C.S.R. 1522-GEORGE LEWIS ROAD 2 b 0 o b J - `� DIST. z o z ci n ECM O � 0 I n � rn ➢ f COI U, � 0 I G� O EIR NOW OR FORMERLY LEWIS A. McCALLISTER c 126 GEORGE JONES ROAD NEWPORT, NC 28750 I o 2 D.B. 364, P. 390 I C� NM C-D 3 J TRACT 2 DWELLING IS ONE STORY WITH FLOOD ZONE "AE1ABU k ���o VINYL SIDING, ON PILINGS OVER CONCRETE (ELEVATION = 8e Q p SLAB, PARTIALLY ENCLOSED BELOW FOR �' z� ENTRY AND STORAGEn, �' c; j4�Io ml �,, NOW OR FORIVERLY �PROPOSED ALUMINUM BUILDINGI m1LEWIS _�•y�<10'INGRESS EGRESS (TO BE RELOCATED) I I D.B. 430, P. 467 N33'4� 1E'' r? r & G SS AS M N / OQ/� c,� 1, j SCR �•; 6' WRE FENCE S80'40 00 E 319.18I of EIP �N5715 __ 0.5�' - -_ _ - 113.55' SIR llq euM�lr�ic 15500 STRACq. .1 Ft. 203.87' iT - 44.3 BTSETBACK-I q WOOD J AB��NUM.. - I 22 65,` co d' COVERED DECK ING r p NC PORCH 0.356 ACRES BOIL INc I I / ° 19.61 Cti C = _ vKS �' 29.8' N WOOD STEPS I CD 1.26 6.2 � .. � ,> > 9.6 a`CA OPEN 5z. A ,n v ^ &LANDING ��+ DWELLING c / N 4' 12J' 33.1' 2.2' 0 ^' O I a *000 STEPS i� �' OPEN " ;� 4.1' cr I O N cn EXISTING No /' • I N & LANDING o ,�. AREA BELOW 9i W �i O N ONE STORY iv O rn EXISTING ROCK DRIVEWAY I 1e ry n w - - I ASoNITE SIDING „ �' o rn I 4 ' s 3.0 :--'--------_ „ I m a ON CONIC. BLOCKS x i FLOOD ZONE "X" I ENCLOSED r� '� WOOD 91 .i OVER DIRT 5.4' / I p) 1es ` `d` y n cv o-AREA BELOW o o,, N � DECK vINYL f I /3s' II I Ln NOW OR FORMERLY N TRACT 2 r N 9.1 OPEN AREA BELOW 77' SIDING 4.5' m o'REPAIR AREA 1O'x 36 I EIR I LEWIS BOgT°��iD ��a o 1.0' / METER. N m O _ �+ (ADD ON) o ///���. SEPTIC EASEMENT PERMIT) 14844 R,up 11866 Sq. Ft. >>, CANTILEVER BOX h EXISTING SE TIP C / FOR TRACT 2 %INITIAL SYSTEM% I U1.1 J D.B. 384, P. 81 0.272 ACRES ? C 21.a' 8•, / ��AREA 10'x 36' ) ��. P RIPRAP i � 8' S: -..f _ - -- LIFT STATION _ 49'- �n - - - 36' �� X RRI - - 1 - - - _ \ F / >- ,. REF D R �' " RAL FENCE o 0 k i FAIL 'ROVEMENTS 14.52' {� / 100.SJ -X 44.30 32.00' o SIR 12.85' U 33.07' SEPTiC EASEMENT 73.05' 35.76 / EIR 29.56% l � 1 / ADJOINERS / N80'39'10"W 412.64-- - - - - - - - - - - - - - - - - - - - - - - - - \ - --------- I SIR CO I EDGE OF ROAD POWER AND 0 ROAD A D ' J ,3 -ZASTAL LRETAINING HALL / LINES , /TELEPHONE - J PEDESTAL- ,4ol��,ory p,s ANDs D�h� ENCROACHES 2.2' /- - - - - - - - - - - -- EDGE OF ROAD 20R/W (GRAyEL-eRIVATE), I ONOFCOAST A/AAA ------ - /--------_-=-----1 3 AL �MEhT / FLOOD ZONE "AE" c (ELEVATION = 8') NOW OR FORMERLY ERNEST E. SUITS / NOW OR FORMERLY / I NOW OR FORMERLY 2290 STOCKYARD ROAD DELCASTILHO / I WOODS I STATELY, N.C. 27355 / D.B. 596, P. 499 / I D.B. 690, P. 545 I D.B. 1011, P. 105 / / NOW OR FORMERLY FLINCHUM I I D.B. 858, P. 873 i e IJ / �/ \ N33'4616E,' oe�� / \ \� 41 15.4 ' ? VQ4v RIPRAP Q ^h . 6' WIRE FENCE _/ \ S76,35' 3yE 0.5?' ;; 113.55' EXISTING / 36, ' 27165' C 41g• = ONE STORY o 44.3 �BTSETBACK7 wO�OI�Re� ==;{HOOD BUILDING / a; y COVERED DECK � -ION CONC. BLOCKS 29.8' / C4 STEPS = k OPEN BELOW c T` & LAN - ° �1 2.2' DWELLING o �� / ?5` v _ �• OPEN h Sn 4.1' u AREA BELOW 7s. ry S WOOD STEPS 3.0' r'------------ 'LANDINGo & N60'5�'15�E ENCLOSED ;.� 0 n 1 �SE�ACK % 57 % w.. o-AREA BELO o '� v 7.5' -- / / v o 4�: TR A C T` 2 / N 9-' OPEN AREA BELOW 7.7' o 11866 Sq. Ft. / a 1.0' / METN 2. '~' ER. CANTILEVER BOx 4 Ala iF ; 0.272 ACRES - 7.0' 21.4' RIPgRIANO 8q 1 28 8' SETBACK LIFT STATION _ S 0 RIPRAP Z - - _ ?- C/�F RRID R 3' APLIT RAIL FENCE o o Ff� / 14.5 42' IR . oP 1 ADJOINERS / N80'39'10"W 412.64' coA / RETAININC WALL / 4 01OON GILE LANDS DELINEA ENCROACHES 2.2' / 13� COASTAL MANAGEMO r - o � / / / ASSOCIATES, INC. & GLOBAL POSITIONING S YS TEMS, � CAMA PLAN = ALEXANDRA E. MCLAUGHLIN & HUSBAND JOHN A. McLAUGHLIN TRACT 1 & TRACT 2 FAMILY DIVISION FOR ALEXANDRA E. McLAUGHLIN & HUSBAND JOHN A. McLAUGHLIN STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA 126 ac ' 28 CANDO ROAD m c T m x I w CANDO o D u SITE rROAD o a m ozU ANY APPROXIMATE WETLAND DELINEATION OR APPROXIMATE MEAN HIGH WATER LINE SHOWN IS NOT CERTIFIED AND IS SUBJECT TO BOTH REVIEW & FINAL APPROVAL BY CAMA AND THE U.S. ARMY CORPS OF ENGINEERS. TOTAL AREA 27366 Sq. Ft. 0.628 ACRES NOTE ELEVATIONS BASED ON NGVD 1929 & ADJUSTED TO REFLECT A NORMAL LOW WATER LINE OF 0.0' ZONED R-8M ZONING SETBACKS FRONT = 25' REAR = 15' SIDE = 8' OWNERS ALEXANDRA E. McLAUGHLIN & HUSBAND JOHN A. McLAUGHLIN 2107 AQUTA DRIVE STAFFORD, VA 22554 TITLE SOURCE D.B. 1485, P. 138 REFERENCES D.B. 1485, P. 138 M.B. 3, P. 97 M.B. 8, P, 36 M.B. 47, P, 140 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 = POWER POLE 126 = ADDRESS GRAPHIC SCALE to ( IN FEET ) i inch = 30 ft. DATE: APRIL 28, 2008 DRAWN BY: M , 041 k-ZI NG / K . S?.�NL Y-MOAN FIELD BOOK: IND. PAGE: 18 COMPUTER: WS 3 PROJ/04-09-28CAMA J 2 dwa PROJECT NUMBER: 04-09-28 I o -08