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HomeMy WebLinkAbout74-08 OVERSIZED PLANS 2007I FRONT 5CALE:114" = 1' 24'-0" FOUNDATION & FIR5T FLOOR FLAN 5CALE:114" =1' -------------_-- ROOF FRAMING TO CON5I5T OF PRE- ! i ENGINEERED TRU55 FED f MANUFACTURER'-0" 6ZZ ' I L-I-- % r I h 1211 ! I OVERHANG L ! @ GADLES I I !1 � ! I " ! 1 ! ! IJ 1 L" ---------------- ROOF FLAMING FLAN SCALE: 114-" = 1' Im I �I 161E OVERHANG I 0 EAVE I I I I I I I \fI� F1�1 KEAI` 5CALE: VV' =1' TYPICAL WALL 5ECTION & FOOTING DETAIL 5CALE:1/2" - 1' GENERAL NOTE5• 1, ALL CON5TR.UCTION TO CONFORM WITH LOCAL BUILDING, ELECTRICAL & f LUM13ING CODES &. THE LATEST REQUIREMENTS OF NC 5TATE DUILDING CODE VOLUME V11-KE5I1)ENTIAL WITI-I SPECIAL CON510ERATION GIVEN TO CHAPTER 44 (2002 REVISION) REGARDING HIGH WINDZOI,,JE5. 2. CONTRACTOR TO VERIFY ALL HEIGHT5 & DIMEN51ON5 BEFORE COMMENCING CON5TRUCTION 5. PLACE ELECTRIC & FIXTURE5 A5 PER OWNER REQUE5T I HT & L F:� 5c/1`\Lc:1/zV =1' ASPHALT COMFO5ITE SHIM rLE5 OVER 15# FELT OR APPROVED EQUAL M015TURE BARRIE cl OVER 1/2" A.F,A, RATED EXP05UPE 5HEATHING FA5TEN W1#C1,) NAILS 4" O.C. ALONG PANEL EPGES 6" O.C. ALONG INTERMEPhTE FRAMING 51MF50H H10 GALV, HURRICANE TIE AT EACH RAFTER FASTENED FEK MANUFACTURER'S S�FCIFICATIONS 6" 'MU WALL --REIIJFORCE-D CELLS FUL LY GFOUTED #5 VEKTICAL REINFORCEMENT yv/ 8" HOOK B 72" O,C, 5FACING ANP MTHIN 24" OF EXTERIOR COMER RUN CONTINUOUS TO TOP PLATE (TYF.), (2) #5 D.AR5 OR (5) #4D.AR5 CONTINUOUS WITH 25" LAP 5FLI(13E AND 3" (MIN.) COVED. (TYF,) `J ".IN15HED GRADE CONTFACTOR DETERMINE DEFTH OF FOOTING BELOW FIN15f IED GRADE PEI" FROST LINE y i y 13D 8 u �oo 8 0, P<�te Engineering & Land Surveying, PC, 119 Wood Hill Or Unit 6 Nags Head, NO 27999 Ncl 6J�EN 2007 — .,,).A SAL MA AGEMEW FIlzabeih C liy RECEIVE[ NC DENR -t 4 2009 �-.OASTAL MANAGEMENT 7-fi Ohoth City O � � (s) C NZ U < C) LU L \1 1)z (:D LU �,z 4 • [ C) a r � � �-•-• h3.-7 C) (j M �- 0 cAZ Q LL. 2�— ..._.1 CJ C1 SHEET 1 OF 3 SMVEYOR'S CERTIWA7E L Robert Q CurnmkM owl" tftat this plat was drawn under my supervision from an actual survey perforated under my based on Worrttatkxt recwdetd in DB 831, PG 217 that "ft pleat teas prepared In accordance with ttm-Standards of Preactloe for Land Surveying in Nartft Caroline' as arrmrtded. Whnmm my original signature license nuariber and seal this Janus 4, 200$. Robert Curium fins Profeselonal Land Surveyor, L-211181 ` BEAL r L.2Z1 tc Hetw Water "Pths wavIded by others. Typical Section at Proposed Bulkhead (at dock) (not to scale) lanotes a boat slip (8 shown) M 8 boat silps a 30'4'- 242'8" .13 ,a , C Q) ®-® 22'9'(typ) T7" roposed �� bulkhe iteppiem ole Plan View of Proposed Boat Slips {eed (trot to seals) Amu (s.f.) Gravel drives, parking areas and concrete boat ramp........... 20,007 Drainfield ...................... 5,476 Concrete sidewalks .............. 835 Wooden walkway and bulkhead ...... 1,746 Restroom building. . . ... .......... 497 Volleyball court ........ , ........ 1,800 Picnic shelter.. _ .... - - - - - - - - _ , 450 Horseshoe play area ............. 252 Total land distrubance area = 31,063 s.f = 0.71 acres % Coverage = 21,789 s.f./231,492 s.f.=9.4% Notes: All structures and improvements shown hereon are proposed improvements. All elevations are based on NAVD 1988. The parcel area shown is based on the edge of water at the canal and is subject to change due to proposed bulkhead construction. Access to and from site must be from Ocean Pearl Road (restrictive covenant - DB 831, PG. 218) Improvements shown hereon were taken from a drawing entitled "Carova Beach Pork - Currituck County, NC - PARTF Site Plan - January 2007" Concrete sidewalk, restroom and drainfield was relocated by others due to drainfield considerations. Drain€ieid imformation was provided by the Albemarle Regonal Health Services. LEGEND ® Existing Concrete Monument 0 Existing Iron Rod O Set Iron Rod o Existing Iron Pipe © Set Iron Pipe A Set Metal Post ❑ Set Concrete Monument Reference............ DB 831, 217, PC^H", SL 173 Flood Zone .. _ ........ AE(5.3') do AE(6') shown FIRM ................370078 9021 J PIN ............. . .. A99D-000-OPEN-0000 Zoning. . ............ R2 Field Date ..... _ _ ..... December 12, 2007 Scale ... .............. I "- 60 Feet Area ............... 231,492 s.f. = 5.314 cc. by c-c File #...... . .........07169 Fleldbook/Page........ DC Terrace o Fm c� N X'C; ,a Shark La L �t< Qose4ty41� MallardRd CL r AL 0 a *."p, '61 L /01 .3.6 /2 Dolphin a - - 0`iS. Xf� Brant Rd. 00 Swan R -' .-r �-t r•-' r-r a2 + '1- /.. O ,Scoter R PC"H.l SL 173 -' a � } 1 3.s f + 3 4 e 2.s ' $It . . avatar �� r ` 1/ / •� AE 5 done f Wild l loess Lane r r r r - r-- r••� r � 8 r� r-' r--' r--•-� r-F � r•� r� i-^^-> i---,� �•,^r i---� r �� �` � � ! � ^ - - . { r/� � 1 � po� �s ' - �e -' r-� .--r .--� .--r .-� .--r i r-r ...•-r r---' r-- Proposed s ed - M P ro p o s B d 6 ` - _ - • - _ l' %r! o 17 l I aI' I R g� B 1 ty Map r1 a . a, - -- o a water ^ -' r- -� r 2 7 cri -bulkhead 2. 3 7 + 0 3.4 CL it �•� '� r^-�„{� J�C�rk?�r �•-� s-' r^� i--� �--•-r i-r r-� f� � r< � water �^--" ��' r tri `-VVtom��r- !-✓ r-r r-�`- �� �r-r o nr-t- at ed ra -of' +rar-' ---' - _uE a"E -:_ water 52f'1pN6YS'15`A E 861 t4 86*15'03" E S674U'51" 11)'II�L3_R.4 Plot tn 4.98' 5 + 447.35oartp. . ' . -_ . -_ . -__ _ - �{k ` �v � ��f /�f • � 75' AEC Plan ,. +3.8 +3.5 +3.0 +3.1' +3.3 +3.0 Doa, k5 +�'1 + Boundary line/ wood n walk edge of water #^29.681 30'CAMABuffer-i--•-..-..-.. - ,.. _._. r t.' -. - ."•, Flood $ 1 _ry tit Picnic r r 4 Savoie shelterr _ e 6.3- Sri Pa1bin- - - - •- Zone +3.3 t3.i Swale 31 �3 gheter,3typ) / tide!toaorwoodenpost__. AE(5.3') r' 6 i sec, x--x 1�J� l 'I f�. „� +3:1 "��IG _ Proposed _ �'J 3.3 +4,2' . ' t �?.6 2.6. � d s/ fence buffer`` est o 1 �...........L........a.•8't ruilding Flood 75'EsturincShoreline Area of�M ,, us esy`�z fueof��op� "�-�l�ase ptana) Zone- _-. / Environmental Concern + y w-+ g , 50' I �`� AE(6') - l 6 63'3s'14" 6 39.6B` emo239 - �^court yv w y a 31.0 ProposedVolleyball \te oin.1012cewell _ .. % 1°'� Horseshoes b see �D. + 36 4 _ r 3.B 2.6 %� u� 3* . . . u �, , .3 1+ Flood !'- - _ - _ - _ - _ - -3 " 43.3�_ - .- � > �• ♦.e* as'�' "°° � Zone -- / Flood Proposed Drainfield $ -; �•�'"�AE(6,} +a.9 Zone �µ :.................area...................: �/ �. +3.80g +37 �/� - Proposed gravel drives and y� 5 +;� i Sand road ��� ��� d.��} jj +3,9 +3•s - - - _�_ parking areas. +3.2 ? t +-. - < y lop "now owner +3,4 �' f3J1 �. �1+3.9 Vcgetatrcnitne/-�\' y t 3.8 N ������e,.rs Ian Andrew Morris 0 '4T0 too of siope Cleared Area4),18 O Lot 1 grass Mound w/ live oak tree 4Gr. El. 4'-7' 3.41 Wfid Horse Estate$ ti t� ExI0tnngg ground +3.s �3.6 1.5 eleratian {fyp} +3.68 +3.8 _ 3 8 4'e; station line DB 759. PG 603 U+ 3. PC..B,. SL 173 +s.1 2. - i +3 i 3'17 +2.5 4 3 � open apace Wild Horse Estates 0 3.6 2.14 � PC"H", SL 173/-and road I +2.7 4� Eaad of sand l---,,----,,Vegetated 2.sr I bushes -d-1 +2.7 i Lot 1 I 5 l ��i Lot 2 0 A� I I Zoning"tbaoke-J I 149.9T 15Q.G4` 5/- � I +--S88'13,25"W I--588'15`31-W .--- - 5 88 15100" W 492.32' • I _ + : r 0_ _ . . _ - . . _ . - _ " _ - Wltd Horse Lane 45' R/W . Title Block Applicant/Contractor: Tab Winbome Corporation 2832 West Gibbs Road Virginia Beach, VA 23457 Owner. CURRiTUCK COUNTY, NORTH CAROLINA A Body Politic and Subdivision Of the State of North Carolina Post Office 6lox 39 Curriltuck, North Carolina 27929 Date January 14.2008 Plat Reference PC"H", SL 173 Gravel road "---"�---------' _-----------------------_ --- _- _ -- -- 9 ti q � t - t `. -----Flood Zone AE(6') !--Flood Zone AE(5.3') t 4 _ 1 Survey/Site Plan � of Carona Beach Park CUMMINS SURVEYING kt Fruitville Township Currituok County - North Carolina January 14, 2008 mmoll File No. 07160 60 feet 0 SCRLE 60 120 P. 0. BOX 2784 KILL ©EVIL HILLS NORTH C,A,ROLINA 27948 (252) 4 41-1352 Fox (252) 441-1594 Sheet l o f 1 cumminssurveying®earthlink.net F i FKONT ELEVATION NAV'��� 5TYLEP L3ULKHEAP NO 5CALE dull S; z SectEoi Mo a ;3 j 6 3 ;3;Q:in .(.) :; a;o5:xla .rnm Mi e� • � M e Inrtl i om ntc of. a° O � •' � :.�. � ',. ' .. ...-' J _.l to =11 In. t ots�ae..vu�dth is 7 I; l SS:mm , 'side•at ), �I( S �5:�i - `M rral ate - 4: �bob3.>T6 jvlarEne Grdde_•Aluminum r r 'Sheet`: -1i It O • F• P '�C m atib`rl' t B. tY �?., 25 C L�4 50D , Tip Roca Cam attbi. tY P A W:3 :5 ,; �: x Oi,5 -Rod KEt f r ec eri a C, R omm d d.A cessories Bev i elec PV Welsh5>'•an'690 . A1N 57S Carrier•li St ndard Colors S e Tr a rfac e afime � nt �� /, Fin! h, Grey, Cla Anodize MarErie�Brorize F .1. t. •% Standard>Packa !n 9 {{^^ :7. F r 2Q ;' f, YJ t q and`, p a, t "eriers `S 'lice: 's p .� ,y t ,.SS .PVC.F'..� . El ert 5.a" 7.4" 5.50" 14 b-V F , J F +/- 16' 24" +/- 13ETINEEN 1NAYLOP. —RE TE X6"X12'2.5 TREATED Physicor Freer,: s ara defined r ards, The Alumfn_ Hiatian Design Marurc _ Wordenc _ :: ,n0 praclic©, , nommol and mc"; vary. The Infc - : _ _ ocumenl Is bei'o ,o true and accurate s of anyl .":c made as I: Chit product for Farllcular app : - reg[s erod Iroderr:arks of Crane blamed Ihere frc -0Guard, C Lroc, Tfrr><s` - ?nsffe, Gatorpocks. ano Ct.ti :, crcL C - Sow - ock, Shorc-,° : ara trademc _ InternationoLllniledStalesonc = ArmnrWnro, llf mbers5,lA5,2o; �QEl:b,a00,833;6,033J55:6Od3.t-. _ :J.154 1,921:4,690,` ; 7,059.807; 7.056,066: 7,025,53Q: ; pencln�. � 2G: ' Maierinls lnlernatiorwl A! it ghss Reserved. Vrr X (o—' 'EATS 11 I' 2' D F A V 30ARD 511)E ELEVAT10N NAV"� 5TYLED 13ULKNEAD N0 5C�P�LE cEoEn Ntodiulus Z ).. f n: t I ��� 1�. . ..., e o`,: 3 9. x m rim:. _ }y nt af '( ta; 8 Eil?-- ft 25 x m� m .. J } IM-[ h "4 {' act'Stren ` E j ^, a'En t �9 . r. .f ,..... rl, - ... m ,mm Thickness' �.) , S 2 ii; 2 �;. rne� Seci' be on th p 5',a: E� , 27' Se coon pp U Itl, :j 7 mVidth- r. rn' M Vie` ,. a , Er�al ,t.. x:, e 9 ; W C C=1 atlier le, i i R d�. V , . f•K. F ',r y,+ , r` .;a.:•.;a. 3 5 d , f� rd• CO�OrS�: G, - dr ,..�:,tF:.t7 re .Cla, Lt r. , Profrle�Patehfie�:�eatu es�' ::, , . IR � . I a op' t 3 P+•oN �•flI�c cc St r cfi'Ural,. �5 ,tt , . .t St F a ntl ard`�Pack a n ., g 9 iJ -,�a 'e 1. 'c s �•s t bu c„ h r, 11 a & Land Surveying, P.C. _ t t 9 Wood Mill Dr UM B Nags Heed, NO 27559 �-t V ( ) 0 LLJ 0 <.� /) L H e R C) R V 0 uM M 0 "'"^"' -< t t0t 5 3EFT 3OF3 W F CONCRETE WITH REMAINDER OF PARKING LANE TO BE MANEUVERING AREA STONE MANEUVERING AREA ABOVE SAND FLAT PAVEMENT VINYL BULKHEAD, SEE DE A L THIS FAGS:. BOATLAUNCH CONTRACTOR DETERMINE LENGTH OF RAID P CALi : ! 6" MIN. REINFORCED CONCRETE SLAB APtn%/P 19" NAI in z_3(.:`°3= T LAUNCH LE)��.T 11 E Z:') "ALE.- /2" = 1� v TOF ELEVATION NAF ".'/ D Y LD BULKHFA' NO 5L E 6"X6"xe'.o0 TREATED 2"XFX2'DRAG BOARD NO 5GALE 6" X 6" EXTEND5 U° 0— 3E WEEN 4"XE F'16'2.5 TK `EC 6" x 12' 2.5 u FKONT ELEVATION NAVY TYLED DUL HEAD N 5 G- A L E 5/6" TIE RACK 10' zs" Ck._ t� nwl S'l ii`. ._ k'Q" T3 ..3 ..5._. .Y_ v � � CJ ri t 'r— `t` C) <_ -Ts s tSs >) � —3 1 OF 2 1. ALL CON5TRUCTION TO CONFORM WITH LOCAL BUILDING, ELECTRICAL & PLUMBING CODE5 & THE LATE5T REQUIREMENT5 OF NC 5TATE PUILDING CODE VOLUME V11-RESIDENTIAL WITH SPECIAL CON51DERATION GIVEN TO CHAPTER 44 (2002 REVISION) REGARDING HIGH WIND ZONE5, 2. CONTRACTOR TO VERIFY ALL HEIGHT5 & DIMENSIONS BEFORE COMMENCING CON5TRUCTION 8" W PILE EMBEDDED 8� MIN, FRONT RAFTERS = 2" X 6" bee O.C. C L. E : /2" SELF SEALING ASPHALT SHINGLES OVER 30# FELT OVER 1/2" APA RATED 211,X 8" SHEATHING OVER 2" X 6" �..�� 9 (.---. �. . (13 NZ Z DZ 3 5HEE.. 2 OF:2 a a