Loading...
HomeMy WebLinkAbout76-02 Renewal 08' Oversized Plan°-5.92 ww °-0. 29 APPROXIMATELY 340CY rP,P OF EXCAVATED MATERIAL �+ 25 f �0. t T.30 SOLID BLUE AREA - DREDGING COMPLETED SOLID BLACK AREA = DOCKS COMPLETED SOLID GREEN CIRCLES = PILES COMPLETEDt83 85.09 0g „� N86°20'55 MEAN HIGHS WATER LINE \ 72.40 �°- - - ' - - - • 26F 2 273� • 00, ``NE LLULIVU it if�'w AC ACRES ua.nJs Yo"w A.E.C. AREA OF ENVIRONMENTAL CONCERN $xon< o MBL MINIMUM BUILDING LINE g otin o ooaoo MHW MEAN HIGH WATER - W - - WATERLINE - ELEC - ELECTRIC LINE U U�OrU - TELE - TELEPHONE LINE x -6.53 SPOT ELEVATIONS (MLW) > » <» p N _• - ARCHEOLOGICAL SITE AS IDENTIFIED BY N.C. DIVISION OF CULTURAL RESOURCES W o ` \ o 2 _ CC ! ! \ / z \ 4vs s. BEDROOM 73.E ! J .0 , N ELLING L������R[[[P WASTEWATER SYSTEM LEVATED ON PIL !! /! ,"^� BOGIIE $01'No FIN AP ROVED BY CCDEH - u \ LOC o V AREA =� 1.51 AC IMHWI x t q.x99 AC �t` CAMA l ^_ tr ,\ i x REPAIR AREA y - x .05 .?0`� 15•u x }}77ATTERAS STYLE TIM1BER ACCESS PATH IN 10.y EDCO PROPERTIES, LLC ` 1.51 AC tMHwl {J f'. HA TE SJSTYLE aa 0 TIMBER E$S PATH O' 9 ss�'1, > t � 7 , 'N 1.1.5 / s 4 BEDROOM�s°ss DWELLING J J Th Zx'o LEVATED ON PILE (.tip f •e Og> �c °O l 2� Rfa i t Sae E B O.oss t, ` AREA08 Al z.3T,.1i% \ // ! 0.,89 AC AMAl 2 gRF4 f - /J Os� �♦.,_. t �� \ o.01 J `\ ARTICULATED ♦ i`OS / •� LPP ASTEWATER SYSTEM GANGWAY. 4X10' ♦ �+ t, J / 4 7 of \ •2 'ATION A,PROVFD BY C EH#•b� / J I 2a s3,� y °-4 $8 sr�9 A \\ �•2 \, J f L S ER SYSTEM tJ x+1.r `� \ sFNv %� ✓ 9 x`\ \ f f t .= x 0 ON PROVED BY C/C mIf 124, Ji -5.8z ta.0i e2� r� \ / ! / t s. 9 (�) / \ /\ \ • \ ♦ 2 ; AR _ \��! 1 WOOD C. i ♦♦ o !22 fMHWI „x 22 AC (MH mJ 4 BEDROOM • ° °t,4g \ 'fit f f 'O:y�B A CAMA) _ ° `E DWELLING \ •o�? 0,T7 \ 2at /\ ! �^^•-.�.� ��/ ELEVATED ON PIL d' ti S ` ! HATTE AS STYLE '�• Q -�.9, 9j\99 ,'M ACESS PATH = \1. \N t -5.03 ° O.19 �9:0 / 27 N m -2.99'. � _ 1 1 N� % MARITIME °-4.95 6 ♦,.ST o FOREST MARING / l 0.9% 0.27 x 2( o 85 /LPP AS E ATER SYSTEM 2+ S _ >F.� 2.3t ,♦ -o.4T `p B`,• 2�•�� -�. f ','� � LOCAT _pPR4'VED BY CC�EH2,q h/n ° m O 4 , 7s "W Affi{ C. q 23 2. zp Y 19- AIS/ (,CAMA) 234 "♦r A. cx ♦ * , NIg aq 32_ MA1 . 19 L lAC TH NE 0 2xVJ • �+ , a ,.;0:T5... 2'3 \ ; • 0 zs31 2 � w�, r' O• �n ° 2 5'W v MARITIME • _ 4 aaa rs/oR RgA;Tg '2'a� \ FOREST _ •S �at"g,J / -2.57 '®0.43 1�0 _ • , ®-- - S,i - z.g�, m o' /// -2.59 °-2. i 7 ♦ 4-0.55i.32. 0p `2�®• ' " '^- J ,� T i 53 9°33 50l{yf�;Q6 _® FI XED-`T 0-4. 15 MBER�.l o� '' 3°39'0'�W 'NHS -ACCESS D`OG4C �0.30 � � '.'0'3�i 90 s 9 q . . Sa ARTICULATED b •34... �•��50' W GANGWAY. 4'X10' "®-0.53 °_p, 4 10-0. 39 41Q 45' vim' 45�-0.36 ,50 N Fy is S�000 .70 1 -'°-5 (:b j °-5. 99 j 5.77 °-T.40 (Co DO LCI a N (� Q z W U z 3 Z zF- 'T w N N F Q J 3 U I a x ti C.� O v O z-QN oxw � 2 r- QLJN F" In � = Lo W Ln0N vi 2 - :2 7 APPROXIMATELY 250CY OF EXCAVATED MATERIAL X' e BS 7 w a ------------ - - __ c0gS TqC �`---- Al. , � N86' 20 55 /� 1� � 0 MEAN HIGH a 3g�°� �� ��<'262/' \,°�` F- WATER LINE 72.40 s3 �a S88-07,5�,;� N MBe264/ / 0 SST / " 2 271 270 269 0 268 267 1 272 ' 0 �� °-1.20 I - 28 273 ° 28t 0. j � 2740 �, � � 15•� 16. I 0 0� °-0.291 275 6 `� 80n �Qa �i 9 or nnnnn 3.� APPROXIMATELY 340CY OF EXCAVATED MATERIAL °-7.70 °-7.30 SUBAQUEOUS UTILITIES WATER, ELEC. TELEPH( °-4.45 - °-5.74 \\4 °-5.09 \�\\ '-2. 97 MASTER WATER METER °-2.35 DOCK #1 & BACKFLON! PREVENTER , / I t � ors f 1 1 °-2.`. '! �EX. 20` PAVEMENT tiF � 90 I � I IA. JACK H RRELL f ! i � 0 1 t I � ' 1 1 1 � ° 44 I 4_ SHEET #1 OF 1 PROJECT #: PM912-2 DESIGN FILE #: PM912-2REV4-3-08.DGN J' GANGWAY. 4x11)' °� v JL24'31.1 °-4.88 �'p �` 1�4433.71 208 `Z A, , �� `.\ 20 0 0 X\ 49 1 CQ`� 81 �v��,� / 0. °-°01vy v S 211� . 6 ` ��\` , , ,` \` 9�a 9 x �STq<`�o-5.03 0-0.192.99 \� 9\6) R \ x `v -0.v1 �1 -4.95 \ \ ` ° -0.27 `vim �0 1/ -3.85 5 \ .31 .47 / . \ i i `\ `♦ `� `S -0.26 MONEY ISLAND TOWNES HOMEOWNERS ASSOCIATION `�yFq / �,/Mq�sy \\``\�\\\ 0-2 0-4.16 0-4.11 C q�s Q-c2.80 < , FORT MACON MARINA yar nl��a o • 60 4 0� „ WVg9o� - y3 orSrF 1 ,az ° 1.20 p.43 °-2.17 °-0.39 -0.` 1-- o� A 0.02 _IA4LW S ARTICULATED GANGWAY, 4'x10' ST, 00 /q-5.77 co / RSH LINO r1-7 !/ y O//IMM/01IIII10mm���� 1 � • DOCK #2 °-7.24 °-6.99 °-7.40 PLAN VIEW DOCK #1 NTS \ \ \S ` y o \ 24 o \ I 246 0 I I I\ 1 1 o 245 1 �D E N 24? c M t 2 �o N j 0 ! > � t i un a 24 0 .1 0 o ti cc M � � � I / , 19 7 9S'%,O� �- M.H.W. LINE/0.39 5-0.73- CQpST � -0.47 APPROXIMATELY 250CY OF EXCAVATED MATERIAL e'--J e o e r r e I � r r e r , e e r r 0 z 1P` 7 PLAN VIEW DOCK #2 NTS 2 x 6 DECKING STRINGERS 6' EL. +4.0' TREATED TIMBER PILES DOCK-TMCAL SECTION NTS LEGEND mzml MEAN TIDE LEVEL M.L.W. AL ACnE'S A.E.C. AREA OF ENVIRONMENTAL CONCERN MBL MINIMUM BUILDING LINE MHW MEAN HIGH WATER W WATERLINE - ELEC - ELECTRIC LINE - TELE TELEPHONE LINE x -6.53 SPOT ELEVATIONS (MLW) ARCHEOLOGICAL SITE AS IDENTIFIED BY N.C. DIVISION OF CULTURAL RESOURCES DREGING AREAS REVISIONS: PRELIMIN�iRY DRAWINGS DO NOT. USE FOR CONST, 11 rr 0 z MASTER WATER METER ! s BACKI LOW PREVSSEP 1 1 F-A. v - O'S T4C Mq INE e g5.C9 15 17 a MEAN F T GH ��izsz so V 7� �� WATER E I NE 72.4E �� a 7s MBL2 i� �q 264 0 1 co S 7i p� `� 5a° 5 M8L �r 0� �ST� \/ Y= 326. 8-N6 _ _ e vv \\ \o \� ``1 `�� y�� ,.T,.5T3 .� d •� L ZN� 288 267269 271 272 ° 7 -1.20 28 2 J,2 1 2� 0. I 274d0 °-0.29�, e275 0 D . 3.q 285 4 BEDROOM 28��sDWEEEING°-2bG1_ `e ee `s. l / s APPROXIMATELY 340CY OF EXCAVATED MATERIAL °-7.70 °-7.30 SUBAQUEOUS UTILITIES WATER, ELEC, TELEPHC °-4.45 O °-5.74 \--°0.68 \`I °-5.09 \ \ 1 \ °-2.97 1 0-2.35 DOCK #1 I �r s� 1 r� I � m �EX. 20' PAVEMENT I I 1 I �r �I IA. JACK H RRELL 1 I I I I SHEET #1 OF 1 PROJECT #: PM912-2 DESIGN FILE #: PM912-2REV4-3-08.DGN J' GANGWAY, 4x10' °-4.88 • i 1 •5-4433.71 p� e x , `e -5.82 0.07 'e �� > p. O0. e 1 0 �F��/ 4", 6y qS'q !/>0-5.03 e\\ST - e ° \\ '�/' i ` e• / d -0.19 ` -2.99 ` 9\ 4/41 \�0C�'`./'/%/ it . 4. 4 -0.3e1 e d el `. 0-3.85 e 4 . x S� CO ` MONEY ISLAND TOWNES HOMEOWNERS ASSOCIATION / F � e / I i � / / w 0.47 v ?0„ rsTFR R, C--0.78-\\ 0-2.67 °-1.20 p.43 °-2.17 BOOUE SOUND -v� e o \ ss e, \ \ \ e v ` s _ PO s ` F` `e 0-0.39 -0.`�i-gS7-4L ° MLW 0.02-- A -1, 5 ARTICULATED GANGWAY, 4'x10' Y �S` �00C DOCK #2 °-7.24 PLAN VIEW DOCK #1 NTS e e e e 7,> 7S \O r 248. o d \\� G31 24 `\ 1 ` L�, '0 e o \ o ;n \ I 246 I I t I I t O YSTEM 245 �I D BY C(�DEH24? cc 0 23J36 r. � • � t'i 23 2 234 I 0 3SS3TYLEp2% 24 0 vv O ° s \\ 239 0 241 0 � \\ 240 , \ oo \ � M \ � � t D -TMBER S S Dt) 5 9S 'i9c6�� �a APPROXIMATELY 250CY OF EXCAVATED MATERIAL 7.40 FORT MACON MARINA FX�ST i > ��. / ` ( r /-7 / e✓��/f� ham" SN LINE / f r l , , / / r 40 20 0 40 80 r � / r i r a / / SCALE: 1 " = 40' A-r� TREATE TIMBER PLAN VIEW DOCK #2 NTS DOCK -TYPICAL SECTION NTS -- LEGEND AC ACRES A.E.C. AREA OF ENVIRONMENTAL CONCERN MBL MINIMUM BUILDING LINE MHW MEAN HIGH WATER W WATERLINE - ELEC ELECTRIC LINE - TELE TELEPHONE LINE �► x -6.53 SPOT ELEVATIONS (MLW) APR 3 2008 31; P ARCHEOLOGICAL SITE AS OFNTIFIED CULTURAL RESOURCES I S I ON Morehead City DCM DREGING AREAS DE- VISIONS• RELIMIms"ARY DRAWINGS DATE DESCRIPTION 0 NUT USE FOR CONSTS