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' a saaz N 15803 V <1gg8Di 1 21788 -1.05 ` -fi.43 1 \ ~ 1} } } 1 1-2781 ~ V A V A\ 1~~1~43 } } } V A V A MAYBERRY LOOP A0. ~ ~ 1 } \ \ ? \ \ \ 1 z ' 158D4 i t 1} } \ \ \V A Q 1.02 { , \ \ \ i \ ~ ~ \ I t \ \ \ } \ v v 15aoa ` v ~ v ~ \ \ 1 -1.53\I \1 / \ N \ ( I i 1 2 32/ ~ ~ t~i~T2 SITE 1 ~ ~ r i ! I f \ x 15805 f N / / I I i ANYBERRY LDDP RD. o t-0.8T ' ! ~ 1 t II l z DGLE58Y ROAD 1 / / ' ~ 5T ~fw 1 f J i ; . 30~ 1 t ~ 1579 ^ L7 ~ N. I~RR15 RD. 1 ~ ~ -1.6~t-^ ~ P ACE \ / t I ~ ct ~ \1 ® ~ ! ! \ ~ ~ ,15735 j 1 ~ Av - -t.93 ,15806 ! _ `0.75 / / I / } f / t / 2 ( J j ! -1.92 } t / t ! " VICINITY MAP N.T.S. t o ~ ! ~ MARSH '~~,~.is o ~ , / j \ t ,15798 15743 / -1.172 1 1 } 1 -1.93 ! } \ \15734 tj 1 } ~ } 1r ~ 2.14 15g08 t } I ~ -O.RO } ; t N t t } I 1 4 1 t \ \ 1 OPEN ~~TER ; } \ 1 X55809 } t I -0.74 I ` ~ .15598 ~ Ali` ~ S!G V'~G ~ 158tA~ V ~ -1.65 ~ v ~ '{"+5733 Ali ~Ir Ali S< .1C. Sl -0.~5 } \ h'2,i4 },t l T~.....~ . ~ . ~ ,'96,' f \ \ ,.~L SIG ~ I ~ ,SG I~G ~ i 1~ I ! 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"s " ~ ~ ~ ~ D f S`, ~y t 15826 asses -1.83 ~ 1 ( ~ ~ ~ / th ' } / ~ 5726 -1.9 \ tt 4 I ~ - - 'Z7~ \G S! vs! ~ ~ 15755 1.74 \ ~1 p ~ 1, ` S!~~ i ~ f"'~ 1 ~ F G 1 - l ~ ~ l ~ ~r ~ ~~r _ +15670 A ~ i 52+.Q4 ~ ~ - 1799 ` - } 1 1 ~ ~ \ ~ ~ 15677 ~ 15 A If r \ , I I ~ S~ l v v ! AccE s ~ 1 , t i ~ ~ ,r l! l , \ x5687 X1.86 -1.84 / EASE ENT - a ` I N S , ~ I y~~~l %~5T66 } 5~6, r~ ~ 5725 _ ~ VG W 1.21 \ \ ` 1 ai7si ~ ~ ~ ii li t ~ -1.83 ~~a5z'oi ~ ~16~z QPEN WATER . fir / ~~~y-r-f : ,f.; . ~ ~ _ ~ ~ - ~ } ! 1 ___.,_____R`~l, \ \ ~J 1~ ~ ~ b ~'.q' ~ ~~76z1 i ( li ' r~ 5 t } { ~L, S? i . ~ l - ~ ~ w ~r 1 15673 ~ { X15827 ;11793 ~ ® ~~Tl n~ a 18978 -_.n ~ / •0.56 - " , ~7.1 }v l -1.98 _,m, '-!r ~ 15724 / ~ 1 NHW L I N~ _ . ~ 4 ~ 1 ~ v 1.83 l j I ~ ~ ~ } `~-~a5 a1s,~ D % 4 - 4 ~ ~ V ~ sz ~ } v ~ ~n 1 , - ~ 0 STERN v - ~ v r Y - 1 ~ t ~ ~ ROCK - -;rsr~~ ~ v . OPEN WATER ~~l 2 ~ 20p$ a57oz j , ~'`1c -0.40 1 ~ aG~ - i a17ez -1.TS ~TIANDSANDSiORp w~8 - ` 1, it k -0.20 } \ l } ~ { _ _ - - ; - , , CHANNEL EDGE DETERMINED I ~;~9~ I t i ~ v.~ , a 6828 ~ • v,~ _ ~ ~ ~ ~ ~b690 -1.96 ;~j.. -1.75 f ; ~ \ 1 ~ I; 15T58j i i, , -0,95 BY SERE BARRETT MOREHEAD I ~ j J , I v ALE ~ a ~ > ~ ~ ~ f ~ ~ CITY DCM OFFICE} } I ~ ~ V~ ~ \I,,ylr-I ` \ 1 1 atS723 ~ ~ 1 ~ , ~ ~ -1.83 .S1®98 ~w ~ a67a~ fi x16&1 ( 1-2617 ~ ~ ~ _ } \ \ ' 1 \ r - ~ ~ ~ ~ ~ 0 ~ v ~ v.., ~ I I! I_ ~ \ \ l ` ~ ~ \ \ 1 ! R vim. e `C} 1 \ ''i7°sa E t _ _ ~'SiG ~ v'_~!c~ ,r ~ x5692 ~ ~~1884 k~i765 j ~ i n 1-1.76 1 F., f ~ vac ~ , - - - ,t5T22 1 ~i 11789 1t \l i, ,~`~~,~°~r U &N8 ,r ~ i . i ,1.74 ~ ~ ' ~ ~ ~ I ~ i~ 157zq ( 2618 f ~ 1 Tr ~ 1572a a1a89 ( 1 ` ~4 -1,721 ( d~1675 ~ ~l ~ f ~ 1 i ~ -1,72} ~ ~ A ( x15700 tl"1 ~ ~ ~ - ~ I NHW LINE s "y, \y EDGE QF ~1ARSH ~5T2t \ ` l ~ -1.86 ~ , \ M` ~ ~ ~ ( -1.51 h-` ~ r r L.. ~ - \ ,15832 ! ~ ~ Ut V~ -1.85 ~ ~ ~ 4, ' , / / f ~ i 1 ~~5673 1'~16'gI9 \ 2.22 l ~ l i ~ / r _ ~ a56~s ` ~ REVISIONS: alaas -1.51 \ ~ ~ t i ~ -MARSH - ~ 1 1 , Na 8Y DATE DESCAIPTWN to x5695 i , -1.53 f / (14 / ,`1 ~ 1~ ~ ~ ~ ! OWG 9/17/08 LAMA REVIS1f1NS / ~ ~ 1 I ''-issa 1~ ' 2 D4YG Q/15/08 REU EtICE' CH. r~ ~ 1 ~ 1 ~ i 1 , a 5834 ' N -1.73 +11657 15687 -i.S7 , } L ` ~ / ~ (i 1 I 1 t 1 ,E o~1~~873 ~'2 I u I / ¢ 1 f / . ~ ~ ~ / ! 1 J PROPOSED aoc~ PLAN (1~ ~ 1 1 1 , \ o 1 ~ LEGEND ll Ji.b.~i .1t. ~~.A.~ ~lt.~ ~ ~ I 1 _ ~ NHN NN~O~~RMAL HIGH NATER -y OROCK OYSER HDCXNA7ER , 1 ~ / ~ EQ'MARSH EDGDENQFS~SN GGRR MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA ~ 0 DESIGNED: CENTERLINE OF DOCK CLIENT: RJP NEWPORT CORP / ~ / C ONE QUARTER DISTANCE 1 DWG NRN ADDRESS: 12_3 nNINE J. DR. DRAWN: < ~ --~.rs- EXISTING CGNTOUR ,ttttttllbypl NEWPORT+ NC 28557 ~ i a'e®° C~~® `••y , ,-,,,r . n„P DWG AREA OF OYSTER ROCK 0®® Qe~ eQ°~•p~~~~ 0~~~ nn nn i/ 1~ ,P1 .~_CC.r. tr.h ~r nirn~~r_ ~~~l.K~il: ® EXISTING MARSH a e RDC / 60 30 0 60 120 Q PILING ea? QQ®FS, t hUiVt: t LPL 1 f L~ I LLb . J, 11 1 NOTES. ° * " 13343 TR.OUD ENGINEERING, P.A. APPROVED s 15IA HIGHWAY 24 RDC rr r SCALE. 1 = 60 1. VERTICAL DATUM IS NAVD 86. e~ °e°a~ ~°e~ DATE: pp~~ RR p NGIN q $ MOREHEAD CITY, N.C. 28557 7/31/08 SHEET #1 OF 2 NEMADERTHS SHOWN ARE BASED ON NORMAL 80,0~9t °0a°0°e°eee(2, 7'747 P'~'~40l~B9CV'',,, 4 SCALE60/ PROJECT PM816-21 DESIGN FILE #e REVPM816-21HYDROSURVEY.DGN R NALD D. C V9JAeA ]I E. g i - N NAYBERRY LOOP RO. r w w 2 ti N ~ ~ O a SITE z ~ I-- 2 x 6 DECKiMG MdYBERRY LODP RD. o STRINGERS 0 0 Oq.E58Y ROAD 280'T4NNW N. MatA1S RD. / N. w. CE .o EOF NNW-3.1~ NLW-1~5 NORMAL TIDE LEVEL TREATED TIMBER PILES N.L.W. VICINITY MAP N.T.S. LOT 10 & COMMUNITY OBSERUATION PIATfORM p(}CK-TYPICAL SECTION NTS NTS w F- ~ o s r= ~ ~ ~ 0 0 ~ cYa W ~ 295TONHW a EOFM NHW•390 NLW-1,00 ~ LOT 114B5ERUATIDN PLATFORM i ~r~. I~ v~ ~ v~~ i / NTS ~~i .l ~ y v.~C vim. ~E - ~Ir ~I= y~r ~r ~ \ ~ i . 1 l ~ 1 ~ " i, 1, i. I I I I Ir I i t~,# ~ i.. f ~ I i; r ~ ~ , vv..~. vv~. i ~ is ~~_v ~.,y ~iral:~ ~ I/ ~J ~~r it I ' r ~ ~ I 1 { ~ ~ ~ ~ I _ - _____._~-_.--1 J .aG ~ . S! I. (ROCK I ~ ~ ~ ~ ~ T C ROCK _ i t ~ - INE ~ N ~ v.~, ~ ~rs_, ~4=~ ____RIPARIAN_ L i ~ y ~ I 1 i ro ~ Co l~ i W 1 0710.00 1 ~ ~ ~ ~ ~ ~ ~ as 1 \ ( r 1 ~ ~ i I~ ~ ~!~~i%. ~ ~ f I 1 \ E I f 1 1~ I ~ , ~ 1~ O Jc'_ ~ ~ 1 ~ _...--1'- - ° ~1 -1.45 ~ ~ v_til% ~ ~yf ~ v~ 2$fl.00 TO NHW----- I ~ ~ 1 ~w~, ~ ~ _ ~ ~ I R _ - ~~5610 - ~ ~ 1~ ~ ~ OROCK 76 ~ _'v~'St% ` 1 it 11 \ ~ ,1 t~ t ~ ~ 1 ~ _~,i:_ y yC 1 i ` r r 1 ~ t 1: 10.00 t ~ ---'-1 ~ 1 l I ~ y .r ~ ~ ~ i ~i I ~ 1 I ~ 1~ ~ ~ R PAE~IA~.~-INE__ r ~t5768 1 1 \ W ~ 7 f 1 - ~ ° ~r5756 V o -1.21 ~I - fl NHW-' .1G.~ -~'~r~ ~L! ~~L - ~ ----Z~fl. fl4 ~ r 1 1 ~ 1 ~ I Ir r r 1. I / / ~ i pr 1 C c 1 t / r ~ i r / / / / ` r - --r- ~ fl / f l ~ i f% / ~i ~i, r , i / ~ / ~ ~L i~ U - T" ~ _ ~ OROCK f ~E I I I_ i r / ! ~v~~. i ~ ' C i iOCK r' ~ ~ v ~ { 4 - i ~ t 15 4MATER v.. ~ ~ ~ , ACC SS ~ ~.=.~lc ~ v~ I ~ - 0787 ~ 10.00 t, lr Ir (r S. EAS MENT s_ ~ ~ ~ - ~ I~ ~ - ~ ~ ~k5613 S ~ ~ 1 o ~ ~ ~ I, I -0.55 1 F-. N x'57 7~'o I~ t ~ `1 N , ~ ~ ~ ~ i. i, ~ i, I .00 TO NNW- i ` ~ ~ ,~L a 295 1 i , _ W 1 /r ~ i ~ ~ i I, i- w i C~ ~ 1 O t ~ ~\I , ~ ~ t ~~~r~~ _0.52 ` 1 ~k. alp. l i i i i I NE v~ U RIPARIAN LI vim! ~ ~=s% ~r I= ~ ~ ~ - ~ -0.40 ~t57&~~7 11\ ~ ~I -©.40 1 `Q 1 I ~ ~ ~ v 1 ~ ~ ~ _ . , ~ '0.20 '~~8a ~~~8~ ~1 I C _ - ~ ~r ~ o a° \~2 - ~ f f . - - ~r~ ~ ~ ~l.~ ~ DROCK ~p~95 ~ ~ ~ O y~ ~ ~ ~ 2 Ir I ~f ~ ~i~ S ~ ~ ~ ~ ~ E' S% S'. y ~ _L.4 s ~G , ~i yL ~ ~v~i .I.I ~_~i a!~ f l ~ ~ ~ s ~ . I w~.l ~~I ~..~,tr;, s ~ ~ ~ ~ lr li i I. i- ~ ' f i ~ S.. L S! 1! y ~ L ~~~...If V/_~~ Jr yid yam, _ CHANNEL EQGE DETERMINEd t 1 ! ~ ~ ~V i I; BY TERE BARRETT MOREHEAD CITY DCM OFFICE - - ~ li V,~ VEG. SL WSIG SG. .r.. ~ li ` ~ ~r~ ,yam ~ • ,1 v1'G. ,JLr ~ SIG ~o~' REVISIONS. Na BY DATE DESCRFP170N i I = ~ ~ r 1 1~VG 9117/08 CAMA REV1510NS 2 DWG !0/f5/0 REV EDGE CH. ~ 1 ~ .~I% ~ . . ~ ~ ~ ~ ~t=. ~1!. l r_v~ I V_~L, S_I V , y ~c ~ ! Ir _~Ic v.v v~. IEGENd PROPOSED DOCK PLAN w~U~ ~ ~r~, ~ NNW NDRA4AL HIGH WATER NLW NDAMAL LOW WATER DRQCK OYSTER ROCK GM R5H 6ROUNDFSNORSH CENTEflLINE DF pOCK I~(,.J ONEW QUARTER DISTANCE MOREHEAD TDWNSH I P CARTERET COUNTY NORTH TC/AROL I NA --,.ts- EXISTING CONTOUR DESIGNED ~ CLIENT: RJP NEWPORT CORP iAt/~ AREA OF OYSTER ROCK DWG ADDRESS= 123 NINE J. DR. ® EXISTING W1RSH NEWPORT, NC 28557 DFRAWN' PILING .0`0,®~`~'ilaQndisp+i_ l1WG NOTES: ~.,•`~~,`•;°#:U• PHONE: (252)725-1226 CHECKED: 30 15 0 30 60 -.•~~S31,a RDC 1. VERTICAL DATUM IS NAYO 88. a • 2 LDTWEWADfEERTHS SHOWN ARE BASED 10 NOR ¢C~, y~R®UD ENINER INGy P.A. APPROVED: * s 1 s RDC SCALED 1" = 30' • = V' 151A HIGHWAY 24 SHEET #2 OF 2 :COs tigr'•w~.~ MOREHEAD CITY, N.C. 28557 DATE: y%44, G NE.•• Q~.` 47-7479 t 7/31 /08 PROJECT PM816-21 DESIGN FILE #c REVPM816-21HYDROSURVEY.DGN SCALE: ®NA.LD D. CULLIPH R P.E. 1 " = 30"