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NOTE: USACE CHANNEL ~ a w r + J ^r cr ,r~r ~ , • r ALIGNMENT d MARKERS fROM USACE: ~ ~ u t r r r r ^r yr `~r ~c~~vE
BEAUFORT HARBOR GALLANTS ' a ~ r J r l r r g~ ~ r' r
CHANNEL RANGE 7 $ B SURVEY ~ ~ ~ r r r r ! r ti0r mr ~ I ~ ~ J l r r r r l ~r ' j ~ ~~~1 I.EGE
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~ I ~ ~ l r t r J r gQr r ~ r ` ~ r ~ r r r PIER HEAD 41NE r ~,r ar ml r ~ ~ ' ° ~ ! ~y~~~~y~~, COASTAL IAARSH BELOW NHW
` ~d~, ~ r ~"i' ~ r r OR]GIN r r er r' ~r ~ r?/ I N=362689.5 `7r ro/ tir r J 'Dlsr,~ r r E=2701063/.5 r i ~ pr ~i o / % ~ ~G~~ W w ~ W 404/COASTAL MARSH A80VE NHW
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` r r r ?"~CF~IN r ( ~r r r ~ r p, ~ ~ ! r r l ( ~ r r r ^ r D, Q y .y y W
~ r r r J ~ ~ ~ r r nl /p~~pPLATFORM ,15 r r ~ ~ ~ ' I n 1 / l ( 1"'r 1 ~ 1' R 1 / I~ I f 0 ~ ° ~ EXISTING CONCRETE
~ ~ ` ° r r r r r pr r _~.OA~O~SED Pij r PLATFORM C r I ~ Ff4£Rq r ? / % , EXISTING GRAVEL
` ~ ~ ~ ~ ~ A r r r l / / D,r ~ ~'-~'"",~R HE4(3' r r ~ ~ R4 ~ ~ y A ~ I r r J r END R I PAR 1 AN j r~ Dro ~ ~>.;,.~,~N nD PUMPOUT ' ~ RBpR
` )9 ` ~ r r r r LINE ~r j D,: ' I ~ 9 \ \ / N-36268.1 `y m PLATFORM A ~ ~ r r r _ 3pr ~ r D" cri ' " (FUEL DOCK) L.•• ••,FF ~ ~ ` f PROPOSED CONCRETE \ ~ ~ L_
`9v ~ ~ ~ ~ \ J r r r E-2741Q54.5 ^~r me ~ , ~ r: ••~FRgj r ~ ' ~ ` r r r r r pr r r ne ~;+o., n ' • • HqR ` /
` r r r r ~ F N '••~l$ ~k r or r r aw u _ UELI G •.qCR ~l9gCR ~ ~ ~ ~ ~ ~ - - - - 1/4 DISTANCE LINE
` ~ ~ ~ ~ r ~ A l l r r ~ ~ r r - us~ / it ~ ~ ~ V O ms Ds f, ~ 9"°'^~~><.-,__ CONTROL / ~ ~ EXISTING DOCK
. ~ l ~ A r r t r ~t J ,r ar r n - r' ~ ~ c V` r r r r tij ~ n J r j-. iu ~ t 1 p~OFO ! ~ . ~ r ~ A~ r J r r p I Drs ae' - r ,ro CEO P! ~ ~ ~ / PROP L1NE5
~ ~ r \ V r r r r r r r~ cu~ ~ r ~ r END RIPARIAN ~ FR~EAD - ~ ~ ` ~ r r r r r~ ~ n a i r PLATFORM(B1 .,r 1 r ! \Nf / ~ 2 EXISTING CONTOUR ~E4\NE ~ ! 2 - PROPOSED CONTOUR
\ t r D r . ca is LINE ~ ` ~ ~ r ~ A J r l~ ~ Der as n - 1 r N=362643.8 i ~ 1 ~l -I•~'0 EXISTING ELEVaiION
` ~ ~r \r r t J rp r Dn ~'~=-'~y~ ~ ' ~.~.~~a~~~ .s E=2701668.8 ` ~ r TV , I 1 / 11 ~ r r Cn r ~r ~ ! I
~ 1 / 1 / l 1 J I p, r• Br/ j,,: , 1 f 1~ p ate ~ {n r i 029 ~ ' r ~ ~ ~ 1 Q' 1 ® ELECTRICAL TRANSFORMER
i ~ ~ ` !r n~,4 T ! l ( J~ f D9 6r 1 CIO r Drh~., - ~,5 ~ If rf r r `a r r r r" d r , r cis ~.e,~ _ ~ r PROPOSED DOCKS ~ ~ ` ~ / ~ JJ ° AEC AREA OF ENVIRONMENTAL CONCERN PROPOSED DOCKS ~ ~ ~ I 1 EX EXISTING
636, ~ 1 r ! 57 ~ em ~ ~ CAMA MAJOR u10; ' ~ / ~ l ~ A r r r o ~ r er4' I; eu ~ ~ APPROXIMATED FF "AMA MAJOR u103-09 PROPOSED DOCKS ~ v f I MIN M1NNI~UMNT 4PPROX[MATED FROM LO°R DECKS ' m i m TYP TYPICAL
r ~ r r a r - 1~ PROJECT PLANS \ r I / CHANNEL ~ ~ ~ ~ r r r b+p ~ r r au uD I PROJECT PLANS f I I III I ~I , III I ~ / NT$ NOT TO SCAIE
T R N ~ ~ t r ~ r r\ r R P '4 ' ' ci r uD ,I Ire - _ ~ 1 CEN E L1 E ) r~ A I ARIAN N=362236 ~ / ~ ~ r r A r ORIGfW r~i ~ r • ' err r1. 1 I / 9 O! ~Jll_,~~~'~~~ PIER HEAD L[NE•'~ ~ NHw NORMAL HIGH WATER ORIGIN ~ MWW ~NIMTORING WELLR
=2760290.2 ~ ~ ~ r ` A r N=362292.3 ro~ r ce r - ~ STgN ~ ~ \Cf 7N N=362594.6 / R/w R1CHT Of WAY ~Cf ~tNf F v a ~ E=2702320.8 / ' LL SUPPLY WELL
rl ~ r rr ~V r E=2760983.7 /Pp ~ r rr r era .rD iv f j _ ~ ~ El(T~? POLATED ~ r r r ~ r , ai u¢o r me ~O NF ~ SHOR~LINE ` \ r r 1 r r ! a rw'' i '
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' ~ 1 ~ ® i ~ ® w R~'3t•`~e'~ r 61 . l< Ilri ~ I ~ r s
' ~ ~ • ~ _ o ~ ! eta ~Q ! ~ ~r N S ` ro"r C • ~ Deg Dl i:. 1 I
I ~ ° EXISTING DOCKS ~l ~ ~ - ~ ~ ~ ~ ~ 3
~ tea.. et ~:I t r' ~ A ~ u ~ ~ ~ I I ° I ~ ° DISCOVERY DIVE
~ ~ en ~ : ar 1 c I t j ~ A r ~ I I II ° ~ ~
II I ~ ° ~ PROPOSED OVERALL SITE PLAN
• / I °
RIPARIAN _ \ ® ~ ORIGIN ° ~ I~ I I ®j ~EAUFORT ARII$OR MARINA YACHT CLU>I3
!o?%"~~ / s0' N=362190. , \ ?pp~ ~ / ~ - ~ \ &irFfR / E=2701689.0
• • \ ? m EASTBOtRdI TURNING LANE Fpm , C~15T~iE0 PEER NfADT ~TC ~ \ ® i
PROPOSED PIER HEAD LINE STANUARUS ~ . ~ ~ S• / PER MOREHEAO CITY OCM ~ +ep e I® ® BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
PREPARED MAP \ ~ ~ ~ EIP b ~ a i~~, re, N=362139.0•® ~ o - ® CLIENT: DESIGNED:
® ' 1~° / HOMER SMITH LLC RDC/DWG
? / 'e / ° / V~ ® / ADDRESS: / 101 CEDAR ST® DRAWN:
•J q~ ~ o g~ ~0 , / BEAUFORTo NC 28516 , ® ® RDC/DWG ® ® ® ~ t® ®®~®eAeuOaeB'r®®
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~~.A. o° .0a°®~P~~~.~:~pOr'®®. PHn~uF w ! ~oi~ 17~~-~77R CHECKED:
RDC
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100 50 0 100 200 B ® / ® b4, e SEAL STR U ENGINEERING, P.A. APPROVED
® •a° ' ~ 13343 151A HIGHWAY 24 RDC
® ® ® 0 :F ® MOREHEAD CITY, N.C. 28557 DATE: s ;0sGIN6~ 247-7479
SHEET #1 OF 10 SCALE: 1 = 100 5-16-11 \ \ \ t( ees® Q Io e~ 10
PROJECT 994-1JG DESIGN FILE 994-2/994-2FINAL PIER HEAD LINE.DGN Qaau ~ &A 0, 0 0, 90A cq/ SCALE:
R LD ULLIPH 1 = loot E P.E.

a, - ~ ~ Mk.:._~
EXISTING SITE NOTES
PROPERTY. AREA = 58,370 SF 11.34 ACRESI
( 1 , ~ ! EXISTING IMPERVIOUS
~ r , 1 ~ ~ ~ BUILDINGS= 6,734 SF ` / CONCRETE = 10.484 SF
~ ! ~ ( r r ( ~ , ' ~ ~ ~ GRAVEL = 239108 SF
r ~ r r 1 ~ r~ r 1 ~ j 1 r ! r _
~ I 1 , 1 ~ I 1 ~ ~ ~ TOTAL =41,203 SF (70.5%)
I 1 1 ! { r 1 1 (
f 1 l ~ ~ 1 J r r , ! 1 ( ~ r ~ ( ' / i WITHIN 30 FT BUFFER = 16,615 SF
! ! r ! ~ ~ ( / ( ' IN 75 FT AEC = 13,690 SF
'
~ ! 1 , l ~ , / ~ t EX. TOTAL IMPERVIOUS lAEC)= 30,305 SF
r ( ^y ! ' ~ ~ ! ' 1! ( ! ml ~ r r ! ~ ( r
r ~ 1 r ~ 1 ( ~ ~ ~ AREA WITHIN AEC = 44x085 SF
tir r r r 1' 1 1 r ~ ~ 1 r 1 , I / ~ EX. AEC y° IMPERVIOUS = 68.74%
1 PI l 1 , r ! ( t ! l 1 ! 1 ! h, 1 ! ! j 1 I
I n l I ~ ( l 1 ~ I
( 0 ( 1 j `1 ~ ( • / / l
TOTAL EX. WETSLIPS = 10
' r m PIER HEArD LINE 1 ~ ~ 1 ORIGIN ! 1 tit ! (
, ~ ~ , ml N=3626 9.5 ~ ~ ' ! ! E=27(9~}~ 63.5 ! 2r' ~ !1 ! I/ ! 1 ~ ~ ` ~
r r q DISTAN , 1 b r
CE ~ ( 1 h ~ 1 1 1 ~r 21 ( 1 ' ' NHW LCNE TABLE
~ ( 1 ! 1 c~ ~~1 ( , 1 , r r Q r r , ~ ` ~ ~ ; L1 14.54 N53°46`34"W
! 1 , ~ , 1 ! ! , ' ~ L2 14.84 N53°58'12"E
, r r 1 ~Or r r ( , 1 ` r ~ i r r 1 ! 1 rl r rl ~ !
, 1 r , ! ( ~~1 ~i ! L4 6.09 S52°507'2"E ' ~ L5 11.87 S40°00'1q"E
r ~ er r , ~ r li r ~ ! ~ ~ - ~ ~ ~ m, ~ L6 17,12 S87°47'01"E
r r , , t~ i r ~ \ ~ ~ ~ tir r r r ~ i v.^, ,
' ~ ~~~p~RAr~ ~e~ L8 18~~5 N60° 56' 3a "E o R~~~c ~ L9 12.69 S79° 43' 20"E
o ( 1 , , END ~hPARIAN / 1 ~i \ \ ^I ~ o!
( r Ir ( r N=3 2686. t > r , A, ~ „ ~r ~OP $ 1 ' ~ ~ ~ L1~ 26.9 N86°43'19"E
J ' ' E=201054.5 ~ ! ~ f '~~p1ER ~ ~ ~ r ~ ~ ( , ( ~f4 ^ ~ ' L12 53.24 N66°14`20"E FEp L13 27.87 S89°37`35"E
1 , 1~ ' eR ~ L14 12.50 N08°04'12"E
~ 1 ~ ' ~ ~ ~ 4Z NARBDROF ~ L15 6.53 N4$°52~07'~E
r , ! r L16 7.80 S64°32 03 W ReFU~F Se rBACrr ~ ~ ~ L 17 5.14 S 6 4 ° 18 ' 02 „E
' ~ ( r t' ( ~ ~ ~ L18 7.89 N13°46 27 w
i 1 l ! 1 ! ( ~ 9 J ~ 1 r ! j ~ ~ r O ! 1\~`''~'~ ~ L20 51?42 539°59'03"E
r r ~ 1 1 ~ r ( ~f~ r ` ~ L21 13.93 N51°35'02"E
\ \ ( , , ~ ! ~ ! r y~ j~ L22 23.29 N74° 12' 31 "E
V r ~ ~ r I ~ r ~F` , v ~ r r , ~ r ! v 1 ~ ~ ~ ; ~ ~ L23 10.30 S76°10'59"E
I I M,' PRpp L24 4.23 S50°18'36"E
~ TOWN CREEK ~ vV 1 ( 1 r u , ! ' r i ~ ~~'D`~p~'ER NeA' L25 16.57 N85°08`37"E CREEK I ~ --.,0 LrN~ L26 2.04 N11°23`06"W
\ \ ~ ! ( ~ ~ 1 ! ~ 1 I ~ END RIPARIAN ~ L27 17.14 N76°23'27"W ' ~ LINE L28 54.03 N64°09'35"W
\ A r I , ! I/ 1 1 I ~ l i I ~ N=352643.8 L29 55.31 N81 ° 35' 30"W ~ E=27D16b8.8 ~
\ ~ ! I \ ' ! ! ° ! l ! i i I j L30 31.55 N89°50'07"W
~ / 1 \ ! ! ~l ,I ! 1 \ I I` ~ ~ ~ L31 8.68 S77°37'00"W I ' ~ L32 17.43 S21°31`17"W
! I l I I 1 A S ! ! ! , ~ ~ l 1 ~ ! i j L33 57.19 N60°11'34"W
~ I 1 ( ( ~ ~ , ( ' L34 8.13 N54°41'55"E
r 9,~ ~~6 r ~ ~ ~ ( ~ ~ ~ I ~ L35 8,84 N61°36'32"E
! ~q qp ( ! r ! 2~' ( ' ~ I ~ L36 14,51 N66°42'21"E ' ~ ~ ~ L37 39.03 S24°54'16"E
r tiF , f , ~ ~ ! ( ( ~ \ I ~ ~ L38 55.22 S17°19'46"E
\ 1 ( ! H J ~ I AV A 1 ! / 1 Q ~ J ! ~ . L39 6.50 S60°10`43"E
/ \ \ 1 I ! , a 4 I i J , , i ~ ~ ~ L40 38.34 S89°47'26"E ~ lyw ~ L41 2.71 S20°26'25"E
V A l l ! ~ ~ 1 r ! \ t I / 1 1 1 ! ! I 1~ L42 17.82 N63°51'31"E
l 1 r \ f 1 ! ~ 1 , l I \V 1 ! 1 ~ I ~ ~ L43 1.53 N20° 18' 11 "W
11't~+-~-1_ ' L44 18.11 N63° 12' 00"E '`N L45 1.41 S24°32'18"E
~ 1 Av ! RIPARIAN ! N/ ' ' ~ j ~ \ ! ORIGIN r~ ° ~ r~ ' r ( I« " ` ~ ~ L46 15,05 N63°26'17"E
1 r ~ V r N=362292.3 ! i ~ r r 1 Av ! fi=2700983.7 , ~ , ~ ` I . ~ 1 ~ ~ ~~4 L47 1.44 N19°16'40"W
1 ( \ A r r ~ , r j ~ ~ ~°~r4N L48 34.11 N63° 17' 30"E _ ~ ~~e L49 168.91 N82°31'33"E
' ~ Av ` ' ( i EX RAPOLATED , ~ r
' ~ V A~ ~ r ! MA~SHLINE r ~ ( r v r ! , ! \ r r f ~ ' r ~ ~I ~ \ \ ~ L5~ 21842 S40o52'17"E j ` ~ ~ ~ S79 42' 46 "E
v EXTRAPOLATED ! ` \ ( r ~ ( ' ! 1 v SHORELINE r Av 1 , - y ~ y `t~, / ` ~ ~ ~ ~ ~ ~
\ 1 ~ I ~.~~~y~ COASTAL ~Z . ~ ~ a m C- i
\ .,,,q \ ~ y~ ~ ------L------- u WETLANDS f 1 A , ~ ~ y r ~ ~ ! i
^ ~ ® ! ~ ~ w w w ~Y ~ yc yY ~ y~ yt Ji°It ~ yet ~c Joic ~Ic ~L ( OM POWERLI r \ \ ....~---•.1••- w w w w w ~`~y`y _~~`w~ ~ ~ y ~ ~ ( i II ~
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NH~w', - _ (CHARD ~i,°OWERS„ w N ~ ~ ~ ~ w~ ~ yam. \ \ l1+' 'y ,yc~ w w w w w ~Ic ~Ic sic ~Ic .sic 1 ( \ 99 \ w w w w~^ w w w yr.. w w t4 w w w w w ~ y.~c yc 'vim , \ `CONCRETE \ w ,p '~r ~ ~ ~ Y ~ EXISTING ~ ~ ~ C
\ r,,, ww w~ w w w l6 w w w w w w w w w w~ ~~L~G~~c~~Lyc~ycYVyc~ lIt''DOCK ® t 636' \ 'BULKHEAD .s r° O > utw y w w w w w w w w w w ~ y~ w~ .~c ~Lyc yc 'vim w 24y y~ Jc ~ Jc. Y . ~ yc ! I ~ APRROXIMATE LOCATION I' r PRdPOSEO DOCKS
\ \ ® ~ w w w w ~ JIG Zi ~2 w ~ ` ~ YV]G~]~~~L~G~~IL~VV~G~DIG~ , v AV / n wl. ~yc~w~~.~Ic~w~9Jc~v°9c yc, v~~~ y9c yci v~lc ~c. v' I I CAMA MAJOR I' e C - ~tti03-09
4.85 ` : ~ ? w ~y~ . ~ ~ W ~ y ~ ~`y~ ~ 1 i I i~ ~
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EX. GRAYDEN ~ g ~ ~ ~ , PAUL BR I OCE - ® ` \ s ° w ` w w w rl 1 i C v
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w~ ~ ~ ~ 1 \ \ o o ODCKS 8 9 ~f ~ ~ COASTAL MARSH BELOW NHW I~ I ~ o y 10 a ~ ~ C U4 I
\ \ v vD vD w w w w \ \ v- O o D a 1 v o a e o a o 0 o v D' D "x" o
w w w W 404/COASTAL MARSH A80VE NHW \ \ \ ~ R>y ° ~ ' 6 ~o v o o v o \ EX. GUARDRAIL ~ j ' ~ REVISIONS: ~
p - 9° D° ° a ~ D D ~ ~ ° • ° D ~`o , -r-t'~ No. B1' DATf DESCRIPTION l
\ P 39 ~ U4 .Lab tt~~ IO D P 9~ p° D D ° v ° ~ ° EXISTING CONCRETE \ ~ ~ 'o ° °o ° ° ° ° ° ° ° ~ / ~ ! OW6 6.6-ll CAMA REVISIONS D° V v~ D v °
i \ ' ~ \ EXISTING GRAVEL \ ?OIj:US. \ 4 4 'o ° ° ° °D j o ; a .9,0 a o o o TD~D >I ° oti ~~/ORIORNAN
° \ Ile . jp . \ o r ° o ° o o , ` ~ c E9(ti F bS~E)t1SE, ° ° ° D ' ° ° D ° ° 9 P N=362190.2 v FbS~Ot15E, D a ti `3p, ' E=2701669.0
PROPOSED CONCRETE \ ~Ip.R`' \ 1 ° 5 C D D , i. y \ pW. \ \ J2S y ' y ~ p a
o D D° v! V D q X V° D D° 0° D, G D D \ ~ •0 D D D° 0 D~ 9° R
1e ~ N6 ° ~ 9 - I ° e ° 9 v D D a ~ D~y ..rP~ T ~^4~^, ^m dom. ~ v~9 1/4 DISTANCE LINE w, \ ?p, g . D D ` > YD , ° i ° Ez. FuEL EX ]STING CONDITIONS
7 °S° EXISTING DOCK 6•~ ~9, v ..°D. io v °o. P ° V~ D D~ V~ D ° 9 p ,~S , / /
PROP LINES ~ \ a ~ ° ° r o'' o , a0 ~ ® ~EAUFRT HAD® FARINA YACHT CLUB
2 EXISTING CONTOUR ~w ° 1 \ ....q o.y D ° ° D ° ° ° - PROPOSED CONTOUR ' \ \
2 \ \ ~ . s -1.70 , EXISTING ELEVATION ati° ti ,
e \V ~ 9 ~ ° ® ELECTRICAL TRANSFORMER \ 6'>> N~362t39.0 ® BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA N/F JOHN 0. GARDNER/ E=2701656.7 /
~N6~o DB. 1305 P0. 141 / DESIGNED: g936 , ® CLIENT: HOMER SMITH LLC RDC/DWG
CIE ELECTRICAL BOX •e, / \ 90/ +h 99,
AEC AREA OF ENVIRONMENTAL CONCERN / ~ ~ 9. EX EXISTING ~ 13' eP N/f TOWN C~ A Uf TOWN C'k AUfQRT ADDRESS:
EM@ EM@EDMENT _ / v~ t ~ ° DB. 333 PJ1. 32 MIN MINIMUM Q~~ 10. ~ ~ ® + le. 333 PJ1. 32 / ADDRESS: 101 CEDAR ST. DRAWN:
TYP TYPICAL / pQJ \ p.~bS \ \ t NTS NDT TO SCALE 0 ~ F,phpy . \ l ® ®®~®®``'~`CAR''®®®i® BEAUFORT: NC 28516 CHECDKED ~G
NHW NORMAL NIGH WATER / ,
NLW NORMAL LOW WATER MW MONITORING WELL c R t RDC
R/W RIGHT OF WAY ° ~j~ WELL SUPPLY WELL 50 25 0 50 100 N=362054.5 r r• p STR I1 ENGINEERING, P.A. APPROVED:
IDEWALK E=2701603.2 8 SEAL i
SHEET #2 OF 10 Ex. SIDEWALK 00 13343 t * 40 ~ 151A HIGHWAY 24 RDC
PROJECT 994-1JG ®02MOREHEAD CITY, N.C.28557 DATE:
SCALE® 1 50' DESIGN FILE 994-2/994-2FIIVAL.DGN 0,9` 16 247-7479 5-16-11
®®`'®p,aV~`®~ - - - - SCALE
w_ AL D. CULLIPHER ~.E. 1 1 = 501

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r r r P{ER HEAD LINE ~ r r r TQW(~ CREEK EEK II M,
1 , r ~ r ORIGIN , r ~ r N=3626 9.5 r f ~f`~-..,, ~ rr rr E=2701 fi3,5 r ~ " r
! r ~ , r t/q O1S rr rr rr r r ' SITE MOTES
r i TqN 89.43 f s~•oo I PROPERTY AREA= 1.34 ACRES
r f CF.•"~ ~ ,r ~ r 67.50 f r r r r r r r r~ ~ 104.83 i r I ,
r r f 75.01 r r r r r r r I
, r , ~ ' r , r 244 ' ~ EXISTING IMPERV]OUS= 41,203 SF (70.5%l 244,66 ~ ' pl
r' r~ r r ~ ~ r PU POUT ! r r f ~ r T 13 r r , ~5;~ o' PROPOSED IMPERVIOUS
rr r' f r ~'..~i PLA1'F f r r ~s4c
r J r ! r N r, r ~ FOR` O r r r r t , r f,( \ P r r r ~ FD ~ ' FF eR ` .BUILDINGS = 2,116 SF
r r rr ,r t~ a r r~ ~ PO$ FtFr r r f r f r / ~HFAO T11 " PUMPOUT r A~"4RSOR PARKING LOT & DR [ VE = 21 , 245 SF
r r r r r, r Dit ~ N f F r r ~ rr rr END f~'IPARIAN ~ D10 ~4 , ~ ~ PEAT r T70 r FUEL PUMP ' ~ ~ SIDEWALKS = 3,869 SF
! r , LINE N r r r 4 ° ° N ~ FORM C r L PUMP ; ~ ~ TOTAL = 27, 230 SF (46.6%l I~
N_3~`1688. i j ~ 0.00 o r 1 , ' E 2r 01054.5 N r ' , D i 2 ~ f N ` r t . , Ugq~F FAD
r ! , o , ~ ° D9 o r Ct8 ~ M , tt PUI r f , o r , ~~i, N r C17 ° PUMPOUT FUEL PUMP f PROPOSED [ MPERV I OUS I N AEC = 16, 210 SF ~ Rol i
r , ' , ~ r ~ D13 ~ ~ ° ~o r T2 T2 ~~....~4R8p AREA WITHIN AEC = 44,085 SF
r r r D8 o N C 7 9 ' ~ ° N 1' TRANSIENT ~ SfTgAUK ' % W I TH I N AEC = 36.77% . ,,ti ~ ~3 T3 SLIP' (TYP.) ,
rr t r , r 50, 00 ° N ' N r ~ C16 ° o r. 96 r r ~ r ~ r.93 T I TOTAL PARKING = 43 SPACES
! ! , rN r 014 D 7 ~ , N `P 1
r ' !r ! n ~ ~ o a r N `r T5 PLAtF r , r ~ ro I i p C20 ~ o , ORM A r r r . ~ o N ~ T6 IFUF 'LATE°RM ~ ~ ~ ~ , PERMANENT WETSLIPS = 96 SLIPS
` ' rr r' N Q ' D15 Db ro ~ ~ ° 45.`00 , N r \ N N / ° \ ° N T6 A (FUEL i ~ ~ ~ FUEL CONTROL I TRANSIENT WETSLIPS = 13 SLIPS AREA ,
C21 ' \ ~ r r r 45.00 ~ o o c°v Ct4 o r \ r T7 I
` r r ' °
\ ` r r ' ' r~ v D 16 ~ r o ~ r ` \ ' , r d ~ p v o C22i ° A 83fi I ' ~ ~ `~-PR~~ ~ TOTAL = 109 SLIPS N o ~ ~ DSED ER~'"" Ap
\ r~ r , r ~r~ o r° a N r C13 ,o~ r 109.83 \ ' ' ' ' u ~ 9.83 ° D4 ' ° ° ° r o ` ~ ~ ENO RiPAR1AN HE L1~ `''w`.. ~ , ~ IINE
~ V r r r r , o ~ r \ v r r r , ~Q D17 ~ N o C23 ° N ~ ~ T9 P MP T A17 , N=362643.6 ' 'DUT N ~ , E=27D1668.8 I'
\v r , ! { , N r N 1 O ~y I U DU \ \r r r ~ tp D3 r ~ O ! !i I. C12 ~ 0~ r i'tATFORM n01i ~ N ~ ~ I I
\ r~ , r r r o a r s~ r B TB A r f r 'P i v 01 B _ N o G24 0 ~ i~ ~9 o i! O I I ~ ' o A16 ~ , I
\ !S , r r r ~ ~ p ' ui o C11 ~ r Bt6 ' f~ ~I. " , I(1 1 I
r \ ~ ~ , , r r O ~ p , ~ , r A~ T , , , r ~ l q 60.00 o rC25 ° ° o ° ( I NHW LINE TABLE o A15 ° ; '
~A S r ! f ! t 019 r O N ' ~ ~ 815 • f 99 Fro , f r ry ~ N rD1 ~ i !ul~'rii o r m ° N
r /a q0 r r r r: ~ o a r C 10 ~ , N t
r ! ~`v ~ r r r~ Q o f N C26 ~ N~ r o I.I, ~iifl ~ ~'Btg, m ? o +n ~ °o ~ A14 ' L2 14.84 N53° 58' 32 "E ~ " ~ L3 9.39 N84°04'10"E
r ~tiF \ r r ! rr Q ~ o CIE r o f ° N ' r v ' , r r t ~ v> vi , N r C9 ~ , N 618 ~~~y ° ° ` ' L4 6.01 S52°57`27"E
' V ~v , , r a , C27 m r o ` \ , r ° ' N r \ ,r 4 4 ELECTRICAL GANGWAY D ~ ~ ~ 879 Bt3 ~~o " At3 ? ' L5 11.87 S40°00'10"E L6 17.12 587° 47' 01 "E
\ \ , , r , ~ r I ° ' 9.83 \ fi r ' r ~ r , CB r a ° N N ° I~ I L7 7.60 N04°42'39"W
r\ I l f ~ 1 ^ I r I i ~ ~ °O , Av r , r r ! ' ~ ~I N , o ! Bt2 ~ ! , 'o At2 ' L8 18.55 N60° 56' 38 "E
r 1! A ' r ! or I r o ° ' r r ` \ ! ! , ~ r , O C7 ~ r 820 N " " L9 12.69 S79°43'20°E " - L 10 12.08 S46° 24' 34 "E
r r \ ! RIPARIAN , or ~ , o ' r V Av ! ORIGIN , c~ t r N r o ° o° ~ ~o N A>> _~j'~-~`~ ~\~~r~ L11 26.49 N86o43~19~'E
r r v\ , t~362292.3 r ° o , .n 611 f E=2700983.7 it ~ r C6 ,n , 821 I ~ ~ ~ D~ L12 53.24 N66 14 20 E
1. f ` \ ! r 1 l~ ' , N ° r r \v ` r r ~ ~ 4.92 r ` i a , o ~ .I ~ °voi " ° Q ' ~ ~s~%f L13 27.87 S89°37'35"E
r r \ r r r i 60. 4.92 r O r Bt0 ~ ~ v \ r ~ ~ 00 45.00 ~ ~ r B22 a t0 A~o9•B3 r--I ~ \ L15 6?530 N48°2'07"E o rs.oo ,
~ , \v ` t , , ~ r 67.50 r , a N M ° ° ° ° „ ` = I L16 7.80 S64°32'03"W
r V Av r ! ~ r 45.00 C5 N o ° ~ ~ v , ` V r f i r r 50:00 7 823 ° ~o Aq ' L17 5.14 S64°18'02"E " " W ' ° L18 7.89 N13°46'27"W
` r ` ' ' .v ~ rm r C4 ,n , 5 00 50.00 89 v ' \ ~v ' ~ ~'~`~~"~~y~.~~~ ~ fo w~_~. CO~ST~L ~ , ~ N 50:00 z c ° ~ L19 5.78 N66°19'07°E A8 I L20 11.42 S39°59'03"E
\ ~ 1 WE LA D5 ~ ~ , o !N!.I~I \ r v r ~ y~ ~ y.~ yc ~Ic sic yt sl[. m sly .~Ic Y h --75'0° ~ 50.00 ; a ~ _ _ = L21 13.93 N51°35'02"E
\ .1, ~ W W W ~ ~ ~ ~ ~ ~ , ~ Y Y, w . C3 ~ r M 824 N ~ ' a ~ ~ L22 23°29 N74°12'31"E
\ POwFRI INF " ^ . , ® r \ W W W W W ~ ~ ~ ~ ~ ~ ~ FIXED ~ .v~~~~.~~~~~~~~~~.t,~~ ' 3 ° o \ - > „ r 4 ~ W W W W W W W W W ~r y~ ~ ~ DOCK 0 y~ ,r<..~.~ y..~,~ ~ ° , N o ° 9.83 w ~~o A7 , a ' L23 10.30 S76° 10' S9"E
~ \ •L ° i W W W W W W W W ~v W v ~~L,G~]~G~W~L~J~G~`L~ .1IG`JL .1G JAG ]~G ]L ]L aIG J[JG V A J• W W W W W W W W W do ~t ~ ~It a ~c e- " ~ ~ c' I APP(tOX(MATE LOCATION L24 4 ° 23 S50o 18' 36 ~'E
\ \ ttw,. W W W W s yvc ~Ic v ~c~"y~c~`yc'~~~c~`~'~cy~c. G2 u1 B2 , N \ ® .T, W w W W yr ~ W UO " W W W .~Ic yc ~c ~ ~Ic ~1 P N ® W W W JL ~ W W W W W W W W O ' _ ~ ~ " , ~ PR PDSED OOCKS ~ L25 16.57 N85°08 37 E ~ ~ , ° _ cA~a MAJOR L26 2.04 N11 23 06 W
'Zy W W W W W ~ W w W "1 W ~slc~v~e~~Ic~~V~~~~~ Y y ` ~ ~ B6 N O W ~ W W W W W W W W~ vn W W m ~c J~Jt ~ ~~c yyc 3c A O N N A6 o i I tt1b3-09 L27 17.14 N76° 23' 27 "W
~BUT~MENT ~ \ W W ~ ~ air ~ ~ ~ ~ ~ ~ ~ C1 826 y- ` \ ® ~ W.e DD o ~ ® h rhe .~I;~~L~Ic~yc~~~L+Y51r~~L~c~~e~~LJc~ yv.~Ic~yc~~~c~~Ic~.L N ° Q O ° ° ° a~' I I ° I ° L28 54x03 N64°09'35"W
` ~ \ \ ® N State p f Mort ~ ~~y~~~~~~~~~~~~~~y~~ Yy~~~~~ ~~~y~ ti g ~ o ~ N A5 t ~ L29 55.31 N81°35'30"W c . L30 31.55 N89°50'07"W
a oWnershi o h Carolina CI . ~.~~~~~~~~~~~~~~y~~~~v.~~~~.~~~~~~.y~ ~ r 627 ~ B5 N ` ~ p fpro aims " ~ y.~ ~ ~ti Q 6.0 r ° N ° to ~ _ ~ L31 8>68 S77°37'00"W
UFFER® designateda pertyprevio nW~s;si ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ti.--_~ r N o 30` B ~p sRiChar us t ~ ~~y~~~~wy~~~W Y.~~W~~~~~~~~~.~ ~ ELECTRICAL o u,i ~n 'Q ° L32 17.43 S21°31'17"W " A4 c ~ L33 57.19 N60°11'34"W
r .rA ne 9, 2011 ~ C. Flouters z r \ y~ ~~v,~~~~y~~Yy ..~~~~y~~~ u~ B4 r \ °n ~ ~~~~c'!`~ WY"~~`y~ W~.~~ r PRATfORM 628 0 llil~' ~ ~ ° j ~ ~ ~ L34 8.13 N54°41'55"E
® \ \ . ~ Jc yc u.v L ' _ W W GANGWAY C o ° ~ uoi ° ~ a3 ° ° ~ = L35 8.84 N61°.36'32"E
n ` _ ~ W W W W W ~m ---F I XEO 829 83 " ~ ~ L36 14.51 N66° 42' 21 "E N ~ 9 , L37 39.03 S24°54'16"E
• A6C® - ` ~ ` DOCK C N °o T5 ~ \ TRA$HCAN ~ ~~I,~,`~ .n O ' i h I rn ~ I ~ L38 55.22 S17°19'46"E " A2 9 = ~ I L39 6.50 S60° 10' 43 "E
_ \ PLATFORM 82
LEGEND \ \ ® 830 ro ~ ° ° `PROPOSED 8'X10' i , ~ c- L40 38.34 S89°47'26"E N N Ai , wooD. WALK ~ ~ ~ I L 41 2.71 S20° 26' 25 "E
" ~ \ 8 FT WOODEN as os 0 ° CONCRETE u°, ~v.s`~~~yy`.,k H W NHW ~ ~ ® \ 81 6 EzTENSION ~ ~ ~ L42 17.82 N63°51 `31 "E
COASTAL MARS BELO BOARDWALK ~ / ~ BOARDWALK 831 ° ~ 1' ~ ~ ~ ~ ° ! il.I„!i ~ ELECTRICAL v _ = I L43 1.53 N20°18'11"W
W W W W W W W 404/COASTAL MARSH ABOVE NHW ~ ~ \ ~ ~ STORMWATER ICAL _ ! ~ ~ ' = L44 18.11 N63° 12' 00"E ° o a „o GANGWAYoA v o P ° v ELECTRICAL ~ ~ I L45 1 .41 S24° 32' 18"E
~ ~ ` ~ ~ ~ ~ ` ® VEGETATED ~ 0 832 0 , ° o , ° o ~ FILTER N A-= ! ~ ~ I . L46 15.05 N63°26'17"E REVISIONS:
~ EX° GUARDRAIL \ y 1 • ° ° ° ~ EXISTING CONCRETE ° ° m GANGWAY°8 ~ ` L 4 7 1° 4 4 N 19 ° 16' 4 0 W aro. By DATA DESCRrPtroH
~ \ ~ o P v .b r. D P tr "n ° W~~~ ~ ~ L48 34.11 N63°17 30 E ~ c L 49 168.91 N82° 31 ' 33 "E r DW6 6-6-rr CAMA REVrSrONS
EXISTING GRAVEL \ ° V L50 31.72 S40°52'17"E ----/RIPARIAN
Q ~ , ~s ra ` PROPDSED CONCRETE EASTBOUND TURNING LAN \ FT ywy ~ S) ° ' ~4 ' ORIGIN / L51 2.84 S79° 42' 46"E CLUBHOUSE - O / ~a•,p ~3 , 9 92 96 E=2701689?0
'r, EXTENSION TO BE PU ')0 ~ ~ ,r° CLUBHOUSE CONSTRUCTED PER NCOOT ~ ~ e(/C ° ~ ~ ® i' STANDARDS \ ° ~'p~, = ~ ~ 0 / o ~
t/4 DISTANCE UNE ~ ~ ° ° ~ LANE , ~
EXISTING DOCK \ o "69°~o'a+ ~
PROP LINES \ ° ~ / ~ PROPOSED SITE PLAN -
2 EXISTING CONTOUR \ ~
2 PROPOSED CONTOUR ° ° ~ \ ° ~ ~ / ~ ~ ~ ° \ ° ° a„°, / ~ v / '~s qFC / EAU R'f HARD® MARINA YAC T CLU;~
1 ~ EXISTING ELEVATION o'`pa (21ABOVE G UND
® ELECTRICAL TRANSFORMER ° ,~ti Faoo 1arLiKS N~362i39.o / BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
~E ELECTRICAL BOX ® ~ \ PROP , e°.® 5FT SID LK a 9 h'' ~ ~ aie E=2701656.7
AEC AREA OF ENVIRONMENTAL CONCERN I ps9 ss~~ o~ ~`''oy's DES]GNED. yea ~s2,99,6 CLIENT:
EX EXISTING ° ~ ry' • y EMB EMBEDMENT MIN MINIMUM / ® ° ~ ~ 9~ "+b> HOMER SMITH LLC RDC/DWG as ® ® /
TYP TYPICAL B yti p/i ipMla BEW~Oife 08. ]U PC. 7t8 NTS NOT TO SCALE ® ®```®ipllii90pp®°® ADDRESS: B~AUFORTR NC 28516 DR RDC~/DWG
NHW NORMAL HIGH WATER ® ° ~ VS ° \ NLW NORMAL LOW WATER t ~T 9y, ° / A Y o
MW MONITORING WELL ~ \ ) R/W RIGH7 OF_WAY ~ ~ \\~~/d ® ~N CARO CHECKED:
.®0.o~•°vEssi~•~~ti.°'®_ PHONE : [phone] -
WELL bUFFLY WELL Huc 0 9.
® :Q / N [ 362054.5 SEAL < ® ; F-ALD ENGINES ING, P.,A. APPROVE~ D ~D
50 25 0 50 100 E=2701603.2 13343 HWAY 24
SHEET #3 OF 10
0 $>,VG(NS;~~°®~.° D CITY, N.C.28557 DATE:
PROJECT 994-1 JG SCALE m 1 = 50 ~ Op C~~vx0 7A7 5-16-1 1 to SCALE :
DESIGN FILE 994-2/994-2 PIER HEAD LINE°DGN D. ETLLIPHER P.E. 1 " = 50'

CHAMFERED SITE DATA
EDGE 2~° TRACT 1 AREA 1.34 AC
5' -0" E - - 5" 18"
I~„ / FT ° 4 N ZONING CLASS IFICAT[ON---------- B3
SLOPE ?ti 4 AREA OF CLUBHOUSE 2116 SF
P 0 D D D D D- D ~ Q' lD N N ° PARKING REQUIREMENTS:
• 0 4 D D ~ ° e25 SPACES PER BOAT SLIP
> ° ~ tD j® ~;o° G°~ a
" CXJ OC t xa THICKENED ~ ~ D 0 / ~ "a° E~iawsaN ~ i i/ ~ l tsioNaA,: REQUIRED PARKING 22 SPACES PARKING PROVIDED______________. q3 SPACES
SIDEWALK ~ o o ~ ~ ~ ~ ~ ~ .,vlNis at v ~,M(ln 0_h~n \ \ \ \ iao FEET aatx [gMElS AND CONiR01, r~TM~ t2 HANDICAP SPACESe VAN ACCESSIBLE) AND COP11ROl
\ \ \ A \ N Ai ~ ~ ~ Jp TS BAl4 ZO FEEi. i ~Et, BUILDING SETBACKS.
\ \ \ I I 1 FRONT (SOUTH)--------------- 10.0'
~ S DEWALK DETA L GALE. NT REAR tNQRTHI 15.0'
SPILL TYPE CURB DETAIL SIDE LEAST) 5.0'
2 SCALE: NTS S[DE (WEST) 5e4'
w~ SEWER AND POTABLE WATER TO BE PROVIDED
~ ~ ~ ~ BY TOWN OF BEAUFORT.
UFFER PROJECT IS WITHIN FLOOD ZONE AE (EL 6.00)
® ~ ~
® °
p -,D

•.6.
3g Oy 70.
~ Sf 9 ` ~ ° ° q~K ` PROPOSED
` WOOD BOAROWaIK D °
\ GRASS ° ° '
to ° ° ` x•
o.l ~ ri°
~ ~5, AFC o .
` 9 ~ ~ f{RE LANE PARKING PROHIBITED
e ° ° / _
Vr i DvD / _ I NE~ BOARDWALK v a a nv vDv RD nv p-Dv v-D vvO na v~O v °D vv°0 va I $EgTIDN
9 ° B32 ° EXISTING'CONGRET~ 80ARD~tlA~K i D n v n D D v v v D D v v v D D n 0 9 D o v D D o D p v~ D ~ D n D ~ MARSH
~ h~ ` /o / r LINE
e ~t D°o h D v 0 n a .D p n a 6.00 t0.Q0 ,
~ GRASS ~ ~ 04,P/ ..v GRASS o GRAS$ ~ v° o v a o C RA11~ GRASS °
4) h4'P / EASi80UND TURNING LANE ~ ro hey. / ° ° ° , ° ° DETAIL 4 ~ p ° o o a H. 3~- - - --15_ SETBACK 14 I I -
EXTENSION TO 8E a ~h~ / , DUMPSTER ° ° ° D CONSTRUCTED PER NCDOT ` ° T P a~U~ / ° ° D ° ° G o G S - - 64.11 1 ~ (
S ANOAROS ~ / , ° ° ' I 00. COVERED B~ 5 SIDEWALK / ( ~
/ ( ~ D p° p D o O ~'D D• vDp°v0 O 1 / ~ a h. PORCH OETAII i SH3 I 5.00
/ ~ D ° v v D ° 0 ° D , o v ~ D ° ~ / 7 8 9 ~ / 2.84 7 HC 40.00 i2 r ~ / ~ ~ 580'10'05"E
6 OD 0 O 5 ° `o p~° ° .`D p° ° °D ~ O 940 " va e...~•®®~e_~®~..®® e. ~ RIPARIAN
1 \ D D° D° 5 ~ 00 HC p 5.00 , ® N=362190.2 o / ~0 ~ E=2101689.0
\V ~ ~ ( 4 \ ® < D \ ~ pqR F/ 3 ® ® v ® ® ° ~t 00 °o ° CLUBHOUSE / ~ \ ,6
r o FF EL 1.26 / j, g ~ 6 p^h HC RAMP c 121ABDGE GROUND / ti
~ k/N~FI Z ~•59 ~ \ ~ pRq~f --I \ \ 70, Oy 00 NTO°15'31"E mp 15'31 "Emp--- p5.00 ~ FUEL/TANKS \ ite~0 ~0/@
Q Q `Q \ \ 40k ~ ~ ~ \ R 2, Op ,•r ® ~ ~ ~ J3 S 73 ^ti' 40.00 / ASPHALT 18 \ / a° °
/ S8 h0° /
i \ ` ~ \ 72S• - 635' ~ \ 0 ~ p° ~ " 46.00 ,~R./``~ /
0 39 Op °ry 30 9p ~~h / 0 1S\, 00 9 /h'h LO /
\ O ~ Q \ ` ~ ~ ~ ASPHALT y' P °j
\ ~ A ` 1 , hti~ 4 0 \ \ h SP( TP`O
p Ll yy £ / \ ~ O q CURB D,ETAII 2`~ cW zi r r /
l1~N \ B 4. ~ 3 ~ / / 22 r/p0~ E=27pi65fi 1 ' 3P IS A SPILL TYPE I ~0
t R7-8o 1 \ ° a i - \ o\ O ~ 00 ~ ry ~q\ 13 S S/ / CURB DETAIL 2 / h4, •>S• ~ SH. 3 / , qF /
~ ~ ,y~, o \ \ ~ °
\ \ ~ SS6.96 / 23 / / g C /e
\ \ ~ 2ti/ ~ ~ ~ 43 M' SI 8S9ti, 95°32.2q" / 24 SPilt TYPE / 43 P~~/ 20° F \ ~ SHR83 ETAIL 2
35 / 3~ e h~, R~'SO ~V / 25 /
\ \ O U~' \ - '..AE I \ h/ 70`. ~ / ~
\ \ ~T c~ \ g, \ sFT.~ 3a SFTe ~ 34 h.°/CURBLDETAIL 2 R2'S Z6 p~ %
BL \ k~ \ l~ , A , GRASS ~0, gCkSc4. SPILL TYPE'`/ $H' 3 0 ,a'~' ery0 / ~0~ CURB DETAIL 2 30 ti/sti h '
\ ~ i \ V 96
0 96') ~ \ \ / / 31 \ \ `j'y'L 000 2 ~ 0 ~ /
ffi \ \ ~ \ ExISTiNG ~ j Af \ \ \ (DEWALK N6 ° Nsger a 00 2a
\ \ ~ \ j \ ~ c?: ~ . \ \ \ 9 s 9 ~ 32 a O~ ~ Sg ~ ~ S~ ~ 29 °
~ \ \ ~ \ W a0 y S~ HARDEES /
\ \ o \ \ \ h~ 3. /6 FTe ~ N/F JOHN GARDNER /
\ \ \ \ 9~~ 33 h hh M6. 4CM e a^~ ~q9 CLhRUE DATA
36" 4B" 36" o \ \ .o ~ \ ~ ~ e 3s e i hti y / °
~ ~ \
t \ \ LENGTH ~ = 16.41 N/f TDWN OF RADIUS = 22 ° 00
\ \ \ \ BEAUFORT ® / CH.LENGTW = 16.03
\ \ HANDICAPPED RAMP DETAIL / ~ / , o \ 4 T / \ \ \ ~ N=362054.5 CH. BEARING= N48°53` 16"E
HANDICAPPED SIGN DETAIL SCALE. N S ~ ' \ \ \ 3 scat . N ~ \ / E=2701603.2 /
/ ~ ~ ~ ~ ~ ExISrINC / LENGTH 2 = 13.90
r ~ \ SIDEWALK / RAD I US O = 15 ° 00
~ ~ ~ ~ \ o \ \ CN.LENGTH = 13.51
-f-t ~p 9.5A ~ ~ ~ \ \ ® CHeBEARING= S83°11'44"E
° d o° o° \ \ ~ ~ ~OOO o000 8q0,000 00 \ \ \ /
~ V 6 CABC , ` ~ ~ ~ ~ \ ~
O~v0o0 0 00°0 0.00°0 ~ ~ 0 ® \ e\ ~ ~
~ / \ \ / /
~ \ \ LEGEND v v
r ~ \ 5 \ \ ~ \
wyc ~ y~ SCALE: NT$ ~ \ \ y~ ~ COASTAL WETLANDS v,~ ~ e
~ \ \ W w W ~ 4 4/ OA TAL MARSH ® \ \ \ ~ REVISIONS:
y 0 C S \ No. BY DATE DESCR/PTtDN
\ ! DWG fi•fid! LAMA REV1StONS
° ~ EXISTING CONCRETE ~O \ \
EXISTING GRAVEL
\ \ \
PROPOSED CONCRETE \ \
1/4 DISTANCE LINE ENLARGED SITE PLAN
EXISTING DOCK
PROP LINES ~FAUF 1' IiAR~®R MARINA YACHT CLU
2 EXISTING CONTOUR
2 - PROPOSED CONTOUR -1,7° EXISTING ELEVATION
BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
® ELECTRICAL TRANSFORMER CLIENT: DESIGNED:
~JE ELECTRICAL 80X HOMER SMITH LLC RDC/OWG
AEC AREA OF ENVIRONMENTAL CONCERN EX EXISTING ,,'arn'rrr®
EM8 EMBEOIA<NT MIN MINIMUM ®a`` ~N Cq ®®,®®e ADDRESS: 101 CEDAR ST. DRAWN: ,,®~,t~ Rp BEAUFORT, NC 28516 RDC/OWG
iYP TYPICAL NT5 NOT TO SCALE e eee a``:°;;ca~~.ess~o.~~~b''•. PHONE: [phone]T8 CHECKED:
NHW NORMAL HIGH WATER
NLW NORMAL LOW WATER MW MONITORING WELL 'Y ® m 7r'
R/W RIGHT Of WAY WELL SUPPLY WELL 20 10 0 20 40 SEAL
T APPROVED: 13343 U ENGINEERING,P.A.
SHEET #4 OF 10 151A HIGHWAY 24 o GINEE ~i®® MOftEHftAD CITY, N.C. 28557 DATE:
PROJECT 994-1JG „ , 410 ,®®f1~~,CUI,,`®®® 2 2 47-7479 - - 5-16-11
N SCALE: 1 = 20 DESIGN FILE 994 2/994-2FINAL PIER HEAD LINE DG -Qj"~ D. CULLIPHER P.E. 1 = 20
V(N=-LD SCALE:

$4 LIP EL 4.25
CONSTRUCTION SEQUENCE
6" 1.50' 6" 4.00' 1. CLEAR AND GRUB SPECIFIC TREES TO BE REMOVED AS DIRECTED
CLASS B RIPRAP BY THE ENGINEER.
CLASS B VEGETATIVE FILTER @1.Oya LENGTH = 13 (2) 3"' STORWATER RIP RAP WIDTH = 4 STORMWATER BMP DATA 2. REMOVE ANY EXISTING FEATURES NOT TO REMAIN OR AS INSTRUCTED BY THE OWNER/ENGINEER. 3. CONSTRUCTION ANO PROTECT VEGETATED FILTER DURING CONSTRUCTION.
FORCEMAIN DISCHARGE THICKNESS = 1.5' 4. ROUGH GRADE SITE.
i~ 0 00 00 0o r - - 6 . 00 '00°00 aGoo00o000 TOTAL TRACT AREA = 1.34 AC 5. INSTALL STORMWATER DEVICES. INCLUDING LEVEL SPREADER AND SAND FILTERS
0 0 0 ~ 0 000 0 oI LEVEL SPREADER ' g ~~,o /~o ~Q/~ FILTER FABRIC P 4. ~o' a~ a O O O L[ EL 25 6. SEED ALL AREAS DISTURBED. RECEIVING STREAM =TOWN CREEK 7. BACKFILL AND GRADE PARKING AREA. CONSTRUCT PARKING AND CLUBHOUSE
13LF LEVEL STREAM CLASS/ INDEX = SC / 21-33A 8. PERFORM f[NAL SEEDING.
SPEADER
1" DIAMETER WEEP HOLES EXISTING IMPERVIOUS = 40.203 SF 170.5%I
13 FT PROPOSED lMPERVfOUS
BUILDINGS = 2,116 SF
LEVEL SPREADER SECTION 64-84 q SCALE: NTS PARKING LOT $ DR I VE = 21 , 245 SF MAINTENANCE PLAN SIDEWALKS = 3,869 SF
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
(2) 3" STORWATER TOTAL = 27,230 SF (46.6%) FOR STABlU TY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
FORCEMAIN DISCHARGE PRODUCING RAINFALL EVENT DR AT LEAST ONCE A WEEK. REPAIRS
PROPOSED IMPERVIOUS IN AEC = 16,210 SF REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND AREA WITHIN AEC = 44,0$5 SF
84 % WITHIN AEC = 36.77% FUNCTIONS INDICATED ON THE PLAN.
LEVEL SPREADER DETAIL 1
~ SCALE: NTS TOTAL COASTAL WETLANDS ONS[TE = 15,403 SF 2.SEOIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
~S WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
v _ t~ REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
i 1 ~ t 3. ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED
AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO
~ ~ ~ ESTABLISH AND MAIN1"AIN A DENSE VEGETATIVE COVER.
~ ~ e•. e. ~
~ _
\ PUMPTANK Art
\ °
\ SILT , FENCE \ ~v °o
3" STORMWATER ROOF GUTTER FORCEMAIN
TO BE DIRECTED TO PARKING LOT
^--t ' NEW 80ARDWALK
\ ~ - C' 5, o ~ \ \ 1 0 ° FORCEMAIN FROM ~ ~ _ ~ PP \ ~ - - _ 5 ~ fl \ • P MPTA ttt SAND FILTER tt1 ~ ° ~ ° ~ SECTION C alo..° °D ° °D Ez~sglN~ GoNC~Er~eoFRDWnl,9c°_ ° °D ° ° °D ° ° D~°p. ° D~ D °D° D ° ° ° ~ ~ ° v
\ \ ' ~ ~ \ ~ H'0 ' ~ ~ LAND DISTURBANCE \ s 0 .v v U NK AREA (444 SF1 E 7.19r.~ u' \ LIMITS = 1.04 ACRES\~ ym ~
\ ~ D D FE 3.7 fE 3.7 . FE 3. TO 4.7 C ~ i
° ° ° ° o \ ° HC RAMP fi~ a- f a- a- f---- \
~ ~ ~ \ 6• 13 FT LEVEL \1, \ / a ° \ FE 4.45 °
~ S,\ SPEADER \ a~~~ ;D . v D ° ° ~ 9.D \ L[P EL. 4.2`5 tip.. D % D ° ° cSEE DETAII't~ ~h" \ 1 ° 20 D ~ OW 4 A/ TUYf FE ~dP . ~ ~ \ ~ \ 6 ~ V~
a ° / 20 ~ 4.8 5.18 0. ~ ~ / RIPARIAN °~VA\ ORIGIN
e j PORCHED W / / T ~ N=362190.2 /j / ~ TOWS p , : ~ ;,$5 \ .9 ~ E=27Q1689.0
v i ~ / \ \ \ E 6 \ 'tsi, v 'D ° o `D cv N° D ° v~t'D/r/j// J` ~ 'h 4.75 4,0 t , 2.84 S80°10'05"E
i ~ sf s ~ 4.50 i~ g
~ T ~8 ~ ~ ~ 4. ° LIMOIT$ISTUR04NACRES
~ ~v A v v v ~ ~ q5 \ ~v A ` ~ v v /iii / 'S' ~ OW / ~ h 4.15 ~ i~ 0 CLUBHOUSE / SILT
\ EP 7,~ S ~ ~ 4 /j of FF EL. 1.26 ~ I FENCE
i sti ~ HC RA~ /
yy~~ TC \ \ j.t0 F pE1~tAIN O ,~PVI 3.8! EP 7.16\ TSW i.RT\ a \ \ ~ ~ ,.rPVI 3.85 ~ 0. TO aEP6 / \ • i yMti AREA 1132E5F~ /
\ \ PUMP It\ 2 \ \ \ ~ TSW i.7 g T
\ •0 \ \ ~ i a
~A OQi \ \ \ Q PORCHED 41128 ~ IO°
~ \ ~+1''YT 3.-65 , , l_ \ TOW 5.14 , TOW 5.14 ~
\ \ \ \ O ~ °150. ~ S'0 \ \ ~ \ $ gs ~ ~ / ti- \ /
\ \ \ ` \ H62, ` 6.00 \ y,. >
\ EP 7.0~~\ s i/ ~
' \ T ~ ~x ~VI 4.32 W 5.0 0 / ~ ~ N~362139.0 ` / i E=2101656.1
FILTERtt GRATE EL. WEIR EL. BOTTOM EL. \ ~ J ~ i.~Q \ \ •0 \ p 55 y 1 3.70 2.86 1.19 Q ~ \ v v 1,0~ , y v~ 6.®5 0`e~
2 3.90 3.06 1.39 \ ~ ~ \ T 6~4 ~ \ o e\ i ~ /
\ \ T ~Q\• ~ 6.5 \ PV[ 6.50,• ~••p ~ 5.5 \ \ /J EP 7.0 fi.S ` ~ \ / ~ 4.5 ~ ~ v
1~'z'COVER CAST IN PLACE CONCRETE \ \ v C \ ` \ ~ ` 6.6i i THICKNESS 4"MIN 24'MIN OR CONCRETE MASONRY ~ O \ ~ r~ MW ` _ \ / ~ ~ ~ SPILL TYPE O / ~ v ~ ~~RB3DETAIL 2
6' 8" B" B' \ \ R \ \ o \ X6.85
~GRAT ~ ~ ~ ~ ~ g SS is ~ \ \ / S ~ r),,,~ ~ / S~~ CHAT \ \ T ~ EP~i;"+VT ~ X 6.42 \ \ 0,9
10" t0" . ~ \ ~x 2" t2" \ \ \x ~'1j ~PV 14.66 ~ a0 / i / 5.36 i ~p
SEE CHART \ \ J SW 6.5 \ E \ 6 . ~ ti ~ \x ~ J TC ~ / C~ ~Sx y^~ti
18" „.SAND fiLTER MATERIAL. sago t2 6" COLLECTION PIPE ~ FILTER SAND WITH - ~ 5.0 5.3~ ~ ~ / ~ ,
AVG. FILTRATION RATE \ \ ' \ EF 6~8>'+~ / D _ ~ \ ` ~ • OF 0.04 GAL/MIN/SF \ \ ~ ~ s••\ \ 6• 96~,
6},•,•_ t BOTTO7tM EL. 6., \ \ ' ~ \ o~ ~ t S~('I,HAf;T 6 OUTLET PIPE \ ~~f 5 I sN6ge \-~6 / ~ ~ ~ I / 1 ~ 4.76 ' , I sHS 5.26
PROVIDE GASKETt51 ~ ~ e \ ~ t •s ~ 6,. 21,. 6, 2t„ 6,. ~ V 9 \ \ SW 7. L V , SS I s 9</9 .26 ~ _ _ / ~
LANO OIST1l,RBANCE Ep 6; .lO ®`\6 \ ~ ~ S i ~
SECT1~1 A-A SECT10P1 8'8 OUTLET GRATE COVERED \ \ LIMITS = 1.04 aGRES FO \S\ \ 9 )6 0° ~ ~ / ~ N/F JOHN GARONER I ~ \ ~ h~ M \ ~ °
8 WITH FILTER FABRIC A ~ v ••e A vI 6~ ~
\ 24° 24" 24" \ \ \ \ ~ ~ \ : 0 `16 ° \ 0.
• PROPOSED 5 FT EX. T6\07. C 6.4 ~I~E SIDEWALK • ` \ C 6.90 G X43
000 000 00~ 0 0 0 0 0 0 0 0 o SEDIMENT TRAP SECTION WITH TRAFFIC ;~`6. ~ ssMH~~ ' ~ '
0 0 0 0 0 0 O O O RATED CAST IRON FRAME ANO CRATE TOTAL SYSTEM i LENGTH = BO FT. } • \ 0 0 0 t~ o 0 ono SECTIONS BARRY CRAFT 8-H2OG SERIES TOTAL NUMBER Of OUTLETS = B ~ ` \ OVA '~P~ BEAUFORT Of ~ ~ ~
Ooo ooc~ 000 0 EQUAL A ~ TOTAL SYSTEM 2 LENGTH = 24 FT. / ~ \ \ ~ ~ \ r~, FENCE , ~ e/
5'- 0" TOTAL NUMBER OF OUTLETS = 3 ~ ~ ' \ ~ °'a' N=362054.5
~ ~ / ~ E=2701603.2 ° \ ®
~ SANG fILTER SECTION WITH WATERTIGHT \ \ ,
TRAFFIC RATED CAST IRON FRAME AND NOTES: ~ \ \ \ ' COVER SECTIONS BARRY CRAFT B-H2OG \ \ \ REMOVE DRIVE 8. REPLA( TSW 690 ~ ®~O +E DRIVE 8. REPLACE ' ` ~ ~ ,
SERIES OR EQUAL t. THE ELEVATION Of THE SAND FILTER BOTTOM \ W/ NEW~0" DOT CURB• 6" OUTLET PIPE AND OVERFLOW WEIRS MUST REMAIN CONSTANT. \ \ EX. CURB Gf\ADE .W~3\0" DOT CURB. MATCH 5w 9+80 ~ ,URB GfyADE ~ \ ~ \
B (10 FT. SPACING O.C.I ~ ~ \ ~ ~
" C L TION PIPE 0.5x MIN. SLOPE \ \ \ 6 0 LEC \ \ \
6" X 6" TEE \ \ \ \ \ Exl NG \ ~
PLAN VEEM \ \ SIDEW TC
LEGEND \ \ \ ~
COASTAL WETLANDS 5AND FILTER SECTION A4-A4 ~ A 4 SCALE: NTS
~y W W W W W 404/COASTAL MARSH GALVANIZED k00K
REv[s[oNSe
° ; E%t5TIN0 CONCRETE GALVANIZED LIFTING CHAIN TO WATERPROOF Na 6Y DATE DESCRIPTION
DUPLEX GFI RECEPTACLE 3" UNION ExisrlNC cRavEL THEN TO SUITABLE 3" CHECK VALVE 1 DWG 6.6•ll CAMA REVISIONS
BUILDING CIRCUIT N®TE$ s' MAZ. w/0 WIRE s' Maz. w/WIRE
PROPOSED CONCRETE ~12 GAUGE wIRE. MINtMUM~
LAND DISTURBANCE LIMITS i. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITYt FILTER FABRIC
-x-%- SILT FENCE PRECAST BASIN 3" SCH 40 PVC FILTER FABRIC GRADING, STORMWATER, & EROS I ON CONTROL PLAN
--r -4. STORMWATER FORCEMAIN HOMER SMITH LLC
- - t/4 DISTANCE LINE 3" PVC • o of A v 101 CEDAR Si. COMPACTED FILL
EXISTING DOCK MYERS ME50 1/2 kP PUMP ~ uM 6" PV FROM BEAUFORT, NC 28516 PROP LINES W/ 3" DISCHARGE pUM, D C EA[TFT HAB®R MARINA YACHT CL[J~
SAND FILTER [phone] 2 ExiST1NG CONTOUR iv EXTENDED BASE 0.5y
2 - PROPOSED CONTOUR
-1.7° EXISTING ELEVATION `0 2. ANY BORROW MATERIAL REQUIRED SHALL BE OBTAINED FROM A PERMITTED SAND MINE PUMPTANKtt TOP EL. BOT El. INLET EL. TTED SAND MINE. ~ BEAUFORT TOWNSH [ P CARTERET COUNTY NORTH CAROL l NA
® ELECTRICAL TRANSFORMER 1 3.70 -O.B 0.79 6 6' CLIENTa DESIGNED..
~E ELECTRICAL BOX 2 3.90 -0.6 1.27 3. LAND DISTURBANCE LIMITS = 1°04 ACRES HOMER SMCTH LLC ROC/DWG
AEC AREA OF ENVIRONMENTAL CONCERN $SLT FENCE pETAIL ®,,,,,,,,,of ADDRESSc 101 CEDAR ST. DRAWN:
EM8 EMBED?AENT
rYa 'TAYPi"~~A'M SW PUMP TANK SECTION C4-C4 NTS NOT TO SCALE Noyes; ®+a`®'~N OQR®®'°o BEAUFORT, NC 28516 ROC/DWG t. USE WIRE A MINIMUM ~ 32" IN WIDTH. AND A MINIMUM OF :®`C~~e°;,~~SS/ri®C~~/J®®o P[-InN~F • r 1~~~-n77~ CHECKEDe
NHW NORMAL HIGH WATER SCALE; 1" = 3' 6 IINF WIRFC WITH cT,v COeP IN/:.
NLW NORMAL LOW WATER MW MONITORING WELL 2. USE FILTER FABRIC A MINIMUM-OF-36" IN WIDTH AND FASTEN •eQv. v2oe 9 ® v v ADEOUATELY TO THE WIRES. li 9g w gac
R/W RIGHT OF WAY WELL SUPPLY WELL 3. PROVIDE 5' STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE. y"t SEAL r` APP WD:
13343 = * ST ENGINEERING, P.A.
SHEET #5 OF 10 20 0 0 20 40 0 `:F •'®Q°` HIGHWAY 24
0"6641~ PROJECT 994-1JG Q?NREHEAD CITY, N.C.28557 DATE:
N SCALE: 1"- 20 DESIGN FILE 994-2/994 2FINAL PIER HEAD LINE OG /,ea p,6C~49®Q®®°° 1247-7479 5-16-11
YiSt SCALE:
NAL D. LLIPHER P.E. 1 " = 20'

2 Way Siamese
Connection at
Fire lane
` A" Poser
\
Gangwa~ ~
, ,l 4' hard
I Flex Pipe
i~9 D/STgN Bose FDC
C e,, Connection
ose Suppport Bulkhead
2- i(2" 3' Fire Line Bracket
Poser Pipe Floating Dock

PUMPOUT _
~ ~
~
~ ~ 1 ` PUMPOUT
FOC ~ ~ ~
~
a ° ` ` `
~ ~ ~ ` 1 ~ ...,Bottom
a °
0 \ FDC'`
FDC 1 ~ RAW WATER/FDC DETAIL
\ o
0 ° SCALE: NTS
° ° \
° ° '1
FOC a FOC FUEL PUMP ~ ~ ~
0 ° \ PUMPOUT 1. `
r ~ FUEL PUMP
~ ` ` `
° ° I ° \ o °
° PUMPOUT TOWN CREEK `
° ° ° ° ~ °
FDG ~
0 ° 3" FIRE L NE ° \ ° °
3' WATER ~INE I ° ° ° °
°
FDC -FDC ~ FDC°
0
° 1 ~ " FDC
3" FIRE 114VE 3" WATER LINE
° ° ~ 0 0 \ o
o
0 e
0
° a 0 0 0
0
0
FDC ~DC °
e ° e o
° ° 3" FIRE LINE 3" WATER LINE
COASTAL WETLANDS ° 0
wJr_ ~Jt ~ w_ _
w w w e FDC •
w w w w w w ~ ~ Jc Jc ~ w w w w w w w w w ~ ~ ~ ~ ~ ~ ~ F 1 XED ~ ~ ~ ~ ~ ,sc Jc ~ .sc
~r.Jc Jr. ~ J%_u ~ DOCK 0 y~ ~ W~ ~ y viyc yc ° - w w w w w w w w w w L Jc 1% ~ ~ ~ ,y. ~ yc Jc Jc ~ ~ ~ yc ° ° , ° ° fpC 3" FIRE LINE 3" WATER LINE
w w w w w w w w w w y ~..v y ~ i ~ ~~~~~w~~~~y~~ . NYI ' ~ ~ ~ sc w~ ~ y~ yc vyc ~ N w w w w ~ w~ w w ~L. w w w Jc ~It. ~c ~c 0
> w w .i. w w w w w w w w w~ w w ~ ~ 0
1 w w .v w .v v, w ~V~~ yc ~~i yci Ji~C~ ~ ~ w ~ w w w w yr w w v w w w ~ v~ .'r ~ ~ ~ Jc ~ ~ 0
0
3"FIRE ~ ~Ic ~yc r. l ! NE Jc yc ~k ~V~c ~ y~lc ~ y~ v~ic v v ~ ,_ti ~Jc pit ~ , ~ Y ~ ~ sc i~ Jc ~c . ~ ° o o ° o °
N w' ~Ic~Ji ~~~Ji~c~~Ic~wJc~ ~ ~~~~~C~v~ FOC ~ y~ ~ ~ ~ ~ ~ ~ FDC
y~~x ~L~Ic~~~J~Jc~~Icx~LJc~~~~L~vc~v~c~~lc~~~c~ )g ~ ~It ~ ~ Jc Jc ~ Jc ~ yc ~ Jc • °
N8p° 5'31 ~ ~L~Ic ~ ~ ~ W~ vac ~c vac, 9) 32'ly ~~L~c~~~J~~c~~lci ~~~~~~Lv~~ ~?Jt~~c~~'ry '
~ ~ tic ~Ic sic Y ~ Jc sc J Jc ~ ~k~l~ yc ~Lsc, ~ vyc ~C a 0
~~r~~`"~~~L~~ ~vi w " FIXEO i w ~ DOCK E E ° FDC
e
~ w w w
e 9
~
~ '""IOI ° 0 3" WATER NEW B'xt0'
NT L[NE WOOD WALK ° ° EXTENSIgN
4 " FIRE B FT WOODEN LINE
..,,,,1 ~ ~ BOARDWALK e °
~ 3" WATER
~ % LINE F[XED
~ Y /~o ~ ~ ~ ti j ~ DOCK F ° °
P vQ. ° J FIRE „
\ \ o ~,ly`V ~ 4 CONNECTION ® ~ ~c ~ ~ 4" FIRE LINE w
\ c / 9 'Z 4" FIAE
o ~ LEGEND ~ 0 O LINE „
\ o ~ F \ \ ~ \ N~ / CLUBHOUSE F A i
'~J/Y~Y~`L~iG~ o ~ ~y COASTAL MARSH BELOW NHW \
\ o o @ ~ W w W _ ' \ @ o ~ NO pgRkq C ~ O 6000BOAL ORO• PARKINGNPROHIBITEO REVISIONS: EX. WELL FUEL TANKS
w W w W 404 /COA$TAl MARSH ABOVE NHW \ ` \ @ \ o c \ AeANOONED No. BY DATE DESCRIPTION 39
\ o ~ o E \ ! DN'G 6~6~A CA~lA REVISIONS
° ° ° EXISTING CONCRETE \ @ °v, ~ @ o MONI NG\ e ~E 18
\ o o \ EXISTING GRAVEL ~ o \ ~ RIN \
\ o \ E%. WELL ~ TO 8E
PROPOSED CONCRETE \ \ o ~ \ \ o \ " 4" PYC ABAND~ED
\ \ o
ORY HYDRANT O , \ O,~ o \ \ IINEATE z FIRE SYSTEM 8. UTILITY LAYOUT 0
® 2 WAY SIAMESE CONNECTION \ \
FDC CONNECTION ° ~ \ ® ~ \ o ° IEaAUF T HARD®R MARINA YAC T CLUB
2 EXISTING CONTOUR ~ ~ o p PROPOSED CONTOUR °
_I°~0 EXISTING ELEVATION ~ ~
/ ' ° BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
® ELECTRICAL TRANSFORMER _ < / CL I ENT e DESIGNED:
CIE ELECTRICAL 80X ' ~l ' , HOMER SMITH I.LC RDC/DWG
AEC AREA OF ENVIRONMENTAi. CONCERN EX EXISTING / F~IOWLMiNE 675.901p ® DRAWN: ° 3" APZ aND ADDRESS: 101 CEDAR ST.
EM8 EMBEDMENT MIN MINIMUM "o, ~ HOT 80Xtr+N83N! ++++101'fPOi BEAUFORT+ NC 28516 RDC/DWG
TYP TYP[CA~ NTS NOT TO SCALE ~ METER" TER PAD I82"x38"I CAF~Q~~~®'p ® PHONE: [phone] CHECKED:
NHW NtIRMAI HIGH WATER
NLW NORMAL LOW WATER MW MONITORING WELL 3„ wnTER ® ~eQd` 9~e w
R/W RIGHT OF WAY ® \MEiE °m Q. SEAS ®~r x rl ROD IT ENGINEERING, P.A. APPROVED:
WELL SUPPLY WELL 40 20 O 40 80 ® . 133343 HIGHWAY 24
SHEET #6 OF 10 °m ®9p,.FNG`HE~~?'Q~.®® REHEAD C ITY, N.C.28557 DATE:
PROJECT 994-1JG „ , ;f. ...ee•®2 247-7479 5-16-11
SCALE: 1 = 40 DESIGN FILE 994-2/994-2FINAL PIER HEAD LINE.DGN ®0®.SCALE:
NALD D. CU LIPE P.E. 1 " = 40,

_ -
- -m.------_ - ~ - .
° ~ i i ~ ~-11.10 -4.30 { I ~ j 0-11.30
°-11.30 ~
\ 0-2.70 / ~ 1 0 v / I l o ____14_50 \ I t 10.00 -a- ~
o ` / ! tea' -7.70 -4.30 ~ / ~ 0-7.310•'••. ~ o•"-'----- ~
\ ~ / / i - - ----L~--~ i~ ~ / ~ i~~ -z••3a~... -8___- -~ti__________
- ° ° -8 ~ ~ ° o ' -7.80 i~ -5.00 -4.90 °-4.90 ° -4.50'••.,
-9.30 -g~ ~ - i -
i ~ - _ - q /
- ---v r -
\ ~ ~ i ~~o i -12.80 ~V A I i o ~
o ~ \ ~ { o -3.40 -11.60 v 0 1 -8.30 ,
_ -12--`---~-" ~ - °-z. ao ~
{ -3 \ 1 1 _ v v - 0 0 V Gfll ~
-12.70 -12.50 A , - , \ { l l o
A ~ 1 w -2.80 \ 1 1t~-5~10 -
i
o 1\ 11i~1°-3. B.0 0 ~-~.'00 -13.00 \ \ ~~~1 ! -2.60 ~°=~.~o~ ~ , °-2 . ao ~
-14 ~ v ~ v I ~ \ 1 0-310
~ \ \ V 0 0 ~ ~ -2 50
0-":3.30 ~ A v E,10 \ --------3~-__---~---_-----
- --~q_-_ ° { I o-3.30 -14.30 I ~ ti - - - 0-1 4.10 i I I ! ~ i o °-3.30 °-3.10 /
( ! I/~ -3.40 ~ ~ - .30 °-3.40 /
\ ~ ° Q / ~ / -14.30 i i v l
'~1j4 p~sT -11.60 `v ~ /I I 6
A~CE~.,. \ / !i i -2.30 °-4.30,• /
~~-1 .~T'0 vv / I ~~I ~ 0-3.60 °-3,60 ~ /
-10-:Q0~ 7C~- -12.70 i 1 ~ \ i I{ `___-----o-----''' 0-9.80 ~ I I \ ° ~ - - 0-3.70 °-3.70 °-3.-60
___-8_3.9_____--8--__---~,~ \ , 6 ~ v ` I A ~ v
\ \ ~ \ -6- { 1,p----------
_ o_ ~ \ 0-3.60 -3.60 i ~ ~ ~~F FFO
v ~ l v ~`v ~ ~`v i~ ~ 4.70 ~ ~ fRA~ NA
( ( \ 1 0 \ ~ ! ( -9'-,, -5.30 v l ~ ~ ° ~ ~ R80R
~ 30 ~ o I °-5.10' ° ~ A v ? ~ d ~ t -2. / ~8
I / --3.80 v ~ % ~ vv v ~ 0 3. 0 / ° I \ Q \ ° 3. 0 - - ----q-_--_ _
/ -3.20 ~ 0 ~ ?0 ` v
~ ~l,1 \ \ \ 1 \ I \ 1 0 - °__413 ~ \ ? ~ 0 ~ \ \ - .60 .60 .70 A k ° f FCOf R C R
6.00 1 0 0 ~ ~ 9.90 \ \ \ 0 x.80 \ ~ \ ~ A BOR
\V ~ -3.00 1 ~v ~v v~ ~ o ~ o f SErBA~x ° -3. 0
~ \ ` ~ RE DREDGING DATA
V I o 2• ~ 1 ? ~ v ~'70 v v v IU v { ~ -2.90 ~ i ~ ~ v -3 . ~ DREDGE AREA 1
\ \ { ? ~ \ ~ °-6.\30 ° ~ ~ `v ~ ` v
~ 1 -5.30`v 0-2.80 ~ ? ~ ~ v~ 98 v v v ~ V vv ~ ~ vv ° A~ V 10.40 v v v SQUARE FOOTAGE = 53,144 SF
~ ° ~ 0-3.00 \ v v ~ 1 ~ ` v 0 1 30 ~ a ~ v~ I ~ A ` o - 60 ~ AVG EX. DEPTH = -3.49 FT NLW PROPOSED DEPTH = -8.0 FT NLW °
~ ~ ~ °-5.50 / l I v -8.10 v ~ \ I i o I
.60 ~ DREDGE AMOUNT. = 8,886 CY `
~ ~ 0-4.90 o-3.4C o-3.20 I -10.7Q ~ ~ _ DRE®GE AREA \ ~ / -5.50 ° ! ~ ~ v A ~ v ~ ~ 0 1
~ ~-5.20 1 V ? ~ v o ~ ~ ~ -3. e o / \ t ~ ' \ -10.00 ~ \ ` DREDGE AREA 2 ° 3~ ' SQUARE FOOTAGE = 161, 266 SF
~ ' ° -9.10, I vv ~ ~ vv •J ~ ~ 4.ao ,'~a -2.60 °-z.9o (DREDGE ~f~E,A,9 v ~ I AVG EX. DEPTH = -3.37 FT NLW
\ \ \ , ~ \ i i -3.40 o t ~ ~ v v v °_3. ~ PROPOSED DEPTH = -8.0 FT NLW
~ i ~ 3 0 -~:~0 v v \ ° ~ v~ v v S J
i ,I DREDGE AMOUNT = 27,657 CY
q T o ~ (a o ! -1.90 -2.-OQ--- ~ / \ ~ o 9 ' r5 0 ~ °-3.60 -2.501 0 ° ~ `jo\ a ~ ~ -3.1 °-3'' TOTAL = 36, 543
q C' ~ ~ -2.1-~.10 ~ ~ v v ~
/y ~ , o i -3.10 I ~ F ~ -4.1d ° 1 0- 0-1.70 ~ ^ ~ql---- °-3.8 0- o. A~ ~ ? 2.50+ 1.40 0 ~ ~ B 0 ~ \ I
n ~ ~ -3.90 0-2.201 -1.40 v ~ v° .5Q _ ~ vv ~ °-3. p ~ ~
1 0 °...2.80 ° ° 1.8'9 -1.500 ~ - ~ ~ \ to ` ~ r -3.70 -2.5~ -1.70 ~ -1.90° \ 0 ` -4. C
i ~ ~ i ~ ~ \ ~ ~ i , 0 0 0.- \8 v \ ~ A ~ ~ o ° ~ -1.10 -1.30 ? ~ °-1.40 - I ---3---------------
~i _ ° ~ ~ ~-3.0(7 2.400 ~ °11.30 °-i.5~v o v ° '
-5.20 ~i 0` 8-2.00 -1.60 0 ? ~ v V v 0- 20 ~ v ° i ~ ~ -2 60 -1.50 ~ ~ - n \ \ ~ \ ~~.50 ~ ` i' 0 0 1.v0 v A _ A I ~
i~ ~ i ° .7 0 0-0.80 0-1.10 ? ~ °-1.10 -0.70 °-i.2\ ~ y ~ 0 . , 1.80 0 00.(~Q00 ~ 0 ~ v ~ ~ ~vv ~ A 1 \ ~ y~9
-3.10 V ~ ? ~ v ~ v ~ A
~c~ 0-1.70 0-1.30 ~ ~ °-0.80 ~ 0.40 ~ A ~ ~ , ~ ~ ~v 1 ~ o i ~ / `v°-0.60 1 A A / C vv A 1 2. 0 ~ 0-0.90 0 -1.00 ~ 1 i' 1 0-3,. 1 ~ / ~ V f ' \ \S\H~ t
i \ v f t -0.20 / 0.80 ° v I 1 / ~ v 1
~ 0-0.100 _ ? 0.10 \ \fl i j • I t~
1.60.\ ,~_039_-___---------0-------e-----~_~- ~__r -0.901 0 I \ 1i!? ! \ , ~I - - x
~ 00.90 00.70 ° ~ y: y` ? / ~ W~TIANDS~1 .70 to ° 3. 0 v ~ ~ v v 1 I - ~
d \ v 0.90 ~ t ~ y ~ ~ ° 1 0 1~, v v 0.00 ~ SIL~.LSILSIG~GyG~~~~~ ~'ky~~`~'~`.~ 6 O ~ ~ ~ -0.50° 1? ~ o ° W
\ w w W w W W ,y .J`~Il ~L.~IiJ`'_Ji~J~:Ji'I`w'Ity~~J~y~ ~ Jr. 1 ~ .vc ~ \ I ~ ° \ ~ 4
W W W W W ~ ~ ~ ~ ~ ,v. ~ w 2.40' ! i -11 .60 v \ ` w W W W v W W ~~.)L~' y yG ~G~~.yL ~C.y AIL yGy yG yG ~LJG ~L ~ ~~L. ~ ~~L]U~JG~W ~]IL 0 ` 0 I I \ O W W W W W W W W ~ y~ ~ y~ ~ ~ 4 ~t . 90 / ~ \ -2 r W ~ O. ti W W W w W W W ~ SIG . ~L ~ aIG ~ _ ~~~~~W- ~ ~~L1G~ ~~V_ V 1 J ! l ~ ~ ~ A 02
NH's ~ - _ W W W W ~ y y~G ~ y~ ~ ~~G 1 / ~ { ~ \ V W w .)G W W W W W ~G ~ ,1L SIG ~ \ " .80
" `...14~WW w W w W W WW~~~.w W w ~ W W w W Yy~~y~~~~ -1.4 I ( \ \72'---- \ \ ®„'.w°+'°°~ `o W w .Ni'. ,y w w W W W w w v W W w w ~~~y~~~~y~~~~y~~ j o~ ~ I I \ E10
~ ~ ~ W W W w W W W W W W W W W W ~ ~0 1 I I I \ \ \ ~ ~ ~/JL ~ ® W W W W W ~ W w W ~i SSG ~YSL SiG ~?yG~SL ~YSt~SG `LSC. S~GSIL. \ , ° 1 I \ _ ° \ ` t' , i ~ PROPOSED DOCKS CAMA MAJOR
SIG ~ ~ ~ ~ ~ ~ ~ 2.80 \ ~ -__12.90 ~ ~ • , ~ W - ~~~y~~~c~•L>~~~~JcJG~~c~wJc~~IG~~LyG~SIG~ w~ ~ v ~i I I v ~ v i - - ~ q , , v . ~ ~ tt103-09
d N ~ ~ ~ y~ ~ y~ ~ s~, v~G SIG y~ SIG v-~Iry" A I v „ ~ I o ~ v yG SIG SIG SIG ~ ~ Y ~ SIG ~ SIG yG Y x ~ ? v~ ~ ~ y,ti ~ v.~ ..~v, \ \ ~ `v ~ -14.10 v vo
"15y~ ` yL yG SL ~ ~ .JIG yC ~ ~ ~ ~ y ~ \ ~ \ \ { ` 3 ~ ~ \ .s Ngp" t ~ ~ ~>Ir. ~~r ~ >~v1G y~ >4 y.~ >4 ~ w w \ ~ \ ° ~ ~ \ -4~. -12`.10\ ~ ~
® ® ' Jc ~ ~ Jc Y yc JG J~ .ilc. JG ycv' yc \-2 , ~ i \ \ \ ®r ® 2 y y~G .1~L~~LSIG~SYVS~G~]IL~`LSIL~SIG~~YSIG~`JG VSILJ~G \ \ \ \ 1
® ~ O Y SIC ~ ]C. SIG SIG ~ ° ~ , \ ~ .v~ic >IG~~9c ~~y W ,rev. < 1 .60 ° v i q - o {
/ ~ ~ 1~ ~
~ ~ ~ ~ ~ ~ W W w W , 'GyG 0.30 ° \ ` \
1 e 1 ~ i ~ 1 ~ ~
~ -13.10 ° ~ ~ ~ 1 I -13.10 ~
LEGEND v _
~-1'.20 ~ i1 l i ~
'~`1'SY~S~G~~I/vG~ ~ ~ v-~ v~yG COASTAL MARSH BEIOw NHW ~ _ _ _ _ _ -----------------------~--1^--=
~ { i
W W 404/COASTAL MARSH ABOVE NHW ' ~ , \ Q ~ i 1 _ \ ~ ~ \ ,w„_„~.:in -~.ao' ~ REVISIONS:
° ° EXISTING CONCRETE ~ ° 7 \ - _ _ _ _ _ _ _ _ _ _ _ ~ No. BY DATE DESCRIPTION
' r tkvG 6.6•tr CAMA REVlS10NS
PRAP R T NT ~ 7 / R( EVE ME ° , ° \ ~ a
,
PROPOSED CONCRETE _ \ \ ~ '
.PROPOSED DREDGING AREA \ ° \ , FR
\ ° \ ° \o \ ~
PERMITTED DREDGING AREA tCAMA MAJOR tt114-101 • - - ® DREDG ] NG PLAN
\ ° ~ - 1/4 DISTANCE LINE ° ° ~ \ ~ / ~ / ~S. >
s EXISTING DOCK 'r,., % ~ / qFc ! ~Ai1 T HAB®R MARINA YACHT CI.tTB
PROP LINES ° / i ®
2 EXISTING CONTOUR ° ~ / / / /
~ ~ ~ 2 PROPOSED CONTOUR ~ ` ~ \ ~ ! BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA ` 6
-1.7° X T N VAT N ® ~ ' E i5 [ G ELE IO v / ° CLIENT: DES 1 GNED:
® ELECTRICAL TRANSFORMER / o° ® HOMER SMITH LLC RDC/DWG
~ ELECTRICAL BOX / ° ~ rim ®,,,"/91""~1ae ADDRESS: 101 CEDAR ST. DRAWN:
R F T N R t ~ ° \ AEC AEA 0 ENYIRONMEN AL CO CE N EX EXISTING ~ s ®e°`~~` `~~~Q<~'°®, BEAUFORT, NC 28516 RDC/DWG
\ EM8 EMBEDMENT MIN MINIMUM J ° ® ®~o~'~F,ssr°~~9 PHONE: [phone] CHECKED:
T
I T I lr l l,AL ® T~\ ° ar NTS NOT TO SCALE > ° s aQ- d I(Uu 0
NHW NORMAL HIGH WATER NLW NORMAL LOW WATER ® \ s ~ SEAT- = APPROVED:
MW MONITORING WELL 50 25 0 50 1 00 R/W RIGHT OF WAY ® \ \ 13343 ST U ENGINEERING, P.A. RDC
WELL SUPPLY WELL ® \ 151A HIGHWAY 24 '®,®G~,'•.oNGIN~;®•'~®Q®®.°® MCREHEAD CITY, N.C. 28557 DATE:
SHEET #7 OF 10 °0°q®Oop~,GV ) 247-7479 5-16-11
PROJECT 994-1 JG SCALE . 1 = 50 SCALE:
DESIGN FILE 994-2/994-2FINAL PIER HEAD LINE.DGN RONALD °GULLIPIiER 50'

SITE
SEEDING S HEDUL C AIRPORT 0 a
a 0 m
CONSTRUCTION SEQUENCE SEED BED PREPARATION 48" CMP RISER L]ME-------------------------°-- 2 TONS/AC. tMITH BATTLER W
10-10-20 10000 LBS./AC BOARDS o 1. CLEAR AND GRUB SIE z4"olA. LL O
0-20-0- 500 LBS./AC (AFTER SEEDING) CMP DISCHARGE EL. 10.00 2. INSTALL STONE CONSTRUCTION ENTRANCE. ASPHALT TACK--------------------200 GAL°/TON OF MULCH plpE ° N
3. CONSTRUCT DCKE AS SHOWN ON PLANS. SEEDING MIXTURE 1 ~ EL. 8.00 ! ~
4. PERFORM FINAL GRADING AND SEEDING. ~ (FEBRUARY 1 -APRIL 30) ~ ~ ~ ~ ~ o D ~
TALL FESCUE---------------------- 50 LBS./AC ~ ~ ~ ~ i PENSACOLA BAHIAGRASS---------10 LBS./AC • ~ ~ ~0 ~ ~ EL. 3.00 ~
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC i
NOTES: (MAY 1 -AUGUST 311 1. MARITIME MUSEUM PARCEL WETLANDS FROM POWELL SURVEYING TALL FESCUE--------------------- 50 LBS./AC COLLARANTI-SEEP ~ ~ B
GOa PA MAP ENTITLED WETLANDS SURVEY ~ PRELIMINARY-DIVISION k Y
MAP FOR FRIENDS OF THE MUSEUM DATED 6/30/97 WITH KOREAN OR KOBE LESPEDEZA(SCARIF]EDI----50 LBS./AC
USACE CERTIFICATE DATED 5/18/04 BROWNTOP MILLET--------------- 25 LBS./AC SETTLING B A (SEPTEMBER 1 -JANUARY 311 'LING DASI SECTION C-C
2. SILT FENCE TO BE UTILIZED BETWEEN ALL WETLANDS AREAS AND DREDGE TALL FESCUE---------------------- 60 LBS./AC SCALE: NOT TO SC. NOT TO SCALE ~~J ~
DIKE KOREAN OR KOBE LESPEDEZA (UNSCARIF1E01--- 60 LBS./AC ~~~5"°~ RYE (GRAIN)---------------------- 25 L$S./AC
3. SEED DREDGE DIKE IMMEDIATELY UPON CONSTRUCTION FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
LANDSCAP]NG MIXTURE ae" cry R1seR WITH BATTLER
(JANUARY 1 - MARCH 31) 80AROS
COMMON BERMUDAGRASS (UNHULLED)-----20 LBS./AC BEAUFORT MICHAEL J.
(APRIL 1 -JULY 311 SMITH FIELD ®•J COMMON BERMUDAGRASS iHULLEO)--------12 LBS./AC ~":!o`
o, /ac HYBRID BERMUDAGRASS SPRIGS MAY BE USED. iOWN CREEK
BEAUFORT MICHAEL J. SMITH FIELD °®662•
04'
1
N89°02'13'E 566°02'S1'E N89'02't3°E t5t.55 411.28 N89.02't3"E 549.29
506.32 1207.16 lT0TAl1 i { I AF • A/ A5 y.; ~ ST E
1 titF. ~ • ~ Rl HWY TO ~-------1 NWY 70 4~~
~ R S 2X8 9ATTLER BOARDS ~ o-~ ' ~'*n TO 8E ADDED AS CONTAlNAIENT
N/F OLD SEAP~iT DEVELOPMENT LLC \ R° 1 LEVEL RISES ~4 g3`.
DB: 51 PG 545 ~ /~0 ~ ~ / BEAUFORT, NC VICINITY MAP
USACOE ~ q~ ~ JURISDICTION LIMITS W/ RI5ER SECTION D-D
I'. SCALE: NOT TO SCALE
by r ~r; b• ~
e i
.F` \ . t :
. ~ , :7~.
` y4 \
p^• \ c ~ AVG SITE EL. 6.00 ,y BEAUFORT MICHAEL J.
USACOE URISDICTION LIMITS 3`,e ~ SMITH FIELD
TF \ StL £NCE DIKE STORAGE vOLUME = 88.566 Cr
BOTTOM EL. 3.00 A TOP EL. 10.00

,
AVG. EL. 4 A
w~
~ w~~' ~ w ~ SETTLING BASIN C
~ TP ~ ~ 0 EL. 8.0 ~ o y~.,~ BDT EL. 3.0 ro ~
w w e w PREVIOUS DREDGE SPOIL AREA
~w,~at;yc~w yc'~'~` B M AVG El. 10.00 TO BE UTILIZED FOR-~""~' ~F ~ w~'E y~ w,~~~ w RISER aND DREDGE DREDGE DIKE CONSTRUCTION ~
~ w~~~ w ~~'Ew~ EFFLUENT OUTLET ~ w~~ w ~ ~ ,e.z3 \ Nt8't0'18'W
w ~ ~~w~~ ~,L USACOE ~ ~ w ~k w ~ JURISDICTIONAL ~ \
~ w~~~~ w'~~` AREA ~ w.ti' ~ w yc~ ~8 ~~°k~`w~~~~w~~~~w SILT . ~
~ w 'k ~ FENCE DREDGE SPOIL ,,~'E~~~~ w~~ ~ DISCHARGE PIPE ~
w ~yc w~~ yc w w .yc ~
~ w~ w ~ w ~
w~~'~w~~~~w~ ~'F'~~~'~w C SILT yc w~~~ w~~~~ ~ w~ w~ yc~ w FENCE
o,m" ~ w~u~~ w w~~ ~ why ~ w ~ g
o.m2 v ~ w w ~ A
~w w '~~w ~'E~ w w yc ~ ~ ~ ~ ~ W
~ w~~ ~ w ~ w~~ ~ W . ~ w~~~~w w~~ ~r ~ 1DL t Na '1
x ~ w~ v W N/F STATE OF NORTH CAROLINA ° m• ~ w~~~~ wy~ " OB: 802 PG 480 ,1
m• ~ ~ ~ w <'L~~ yew ~~~w~ v,~-Vc w yc ,1
w~~~~~ ,
.0~~' ~ w Y w y ~ DREDGING P[PE
W
1 24" CMP DISCHARGE
GALLANTS CHANNEL TREATED TIMBER
1 PILES . ~
W ~ \ COASTAL MARSH
\ ' z
W ~ SEED IMMEDIATELY AAEASNDs TLANDS EAS EXISTING ELEVATION
D MM ATELY 6.00 UPON COMPLETION SEE [ EDI
UPON COMPLETION EL 10.0 -
• /\V//\~\V//\ ~ ~ /\V//V~ \V//\ • 1
V//`~V~V//V//\~~/V//V'\ ~ 'V//V/~'V//~~'\//V//V'V
/~/;/~/~/Y~/~//~/~/~/~/~//~/~ EL 3.0 //~/~//~/~//~/~//~/~//~/~/Y r,
~ ~ ~ ~ ~ y~~ ~~/i~~ ~~iy~~i~~ii~~i~~ii~~i~~ii~~i~~ii~~i~~ii~~i~~~i A~/~\V/~~V~~V'V~/~V~/~V~~A~/~V~/~V'V/~~V~~V!V~/~V~~V~/~V~~V~V~/~V~~\V~/~V~/~\V/~~V~/~\V~/~V~~\\/~~V~~V':A~/~V~~V'~A/~`A~/~\V~/~V~/~\\<
ELEVATED PIPE DETAIL
A~Q DIKE SECTION SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
REVIS]ONS:
No. BY DATE DESCRIPTION
roy~°.
SEED IMMEDIATELY
SEED IMMEDIATELY 6.00 UPON COMPLETION LEGEND
UPON COMPLETION EL 8 0
y'~ COASTAL YETLANOS BELOM NHW~ , ~ , , / DREDGE DIKE CONSTRUCTION PLAN
404/COASTAL MARSN ABOVE NHM / / / ~ W ~ W
W EAtTFRT ARB®R MARINA ~ YACHT' CI,U
- - - - t /4 o I sTANCE L 1NE ~ V~•~ /V~/V~~/V~/V~'~ /V~/V~•~ /V~/\~~ /V~/V~~ A~ V~•~ A~ V~~ A~ V~~ /V~/V~~/V~/V~~ /V~/\~~/V~/V~~ /V~/V~•~ A~
Ex IST LNG oOCK i~/~//~ ~1j//~ i~/j//~ %~/j//~ i//j//~%'//j//~ i•//j//~ %'//~//~i'//~/~i'//~//~ i'//~//~~'//~//~ i•//~//~ i//~//~ i~ V~\•V~~\~\\.~V~~A~A.~\~~\\.~\~~\\,~A~\\.~\~~\\.~\~\•V~~\~~\•.A~~~~\•~A~~V~~\,~A~~A~~\V~~\~~\•~A~~\~\•A~~A~\-\< PROP LINES
-z- PROpos£ocoNTOUR SETTLING BASIN SECTI®N B-B BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
''•7° EXISTING ELEVATION CLIENTe HOMER SMITH LLC DESIGNED:
® ELECTRICAL iRANSfORMER SCALE: NOT TO SCALE AEC AREA DF ENVIRONMENTAL CONCERN ROC/owc
EAxlB EMBEDA~NT ADDRESS: 101 CEDAR STa DRAWN:
MIN MINI MINA TYP TYPICAL NTS NOT TO SCALE ®®®F°rs°°°°°°ar®+~® BEAUFORT, NC 2$516 RDC/DWG
NHY NORMAL RICH PATER NLM NORMAL LOM MATER
um unuttnatur. rcii .®°®~~~~«aR®<®~_°®, PHONE: c 25? I7~3-o77~ CHECKED.
WELL SUPPLY WELL
100 50 0 100 200 13343 rm SEAL s r'?,ONALD U ENGINEERING, P.A. APPROVED:
SHEET #8 OF 10 lor ® A HIGHWAY 24 • .
PROJECT 994-1JG ®,02®'FN IN t~~;®®®y~o® REHEAD CITY, N.C.28557 GATE: 47-7479 5-16-1
SCALE: 1 100 DESIGN FILE 994-2/994-2FINAL-W-KASS.DGN
P®®°®®f~toceoe°'® SCALE:
D.CUL IPHER .E. 1 " = 40'

~ ~
COASTAL
~ ~ ~ ~ WETLANDS
0
D
- -
~ ~ 0 ~ 0
~ ~ ~ ~ ~ ~
` ~ i 0 0
1 ` ~ ® 0 0
J ` \ ` r ~ i I
` ~ Mw ~ 0 C
` ~ a
~ _ ` ~ ` ~ ~ GRASS 0
~ 0 r,
tea,
~ 0
G
~ ~ ~ ~ ` ~ ~
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~ ~ ~ ` ~0~ ~ GRASS
° ,ter >,r _
0 ~ ~ \ mot, - - - -
\ \ o C~~v \ \ o , v
6 9 32 g 7 . .A..e..ms : .ww ~ ~
\ o , ~ \ `
\ o \ ~ \ 3 4 ® ® ® CLUBHOUSE 6 ~ ~ 2
\ ° \ \ , \ `=~i
\ p p o \ \ ~ _ ~ ASPHALT ,e
\ o 0 0 \ \ Ct ~ ..d
\ p p \ \
° ° o GRASS 9 • v ASPHALT 79 ® ao \ ~ ~ \ 99
p O a p 2® ~
\ O, c \ p © ` \ 41 ®7 22
` \ p © ~ \
o `e+iw \ 24
\
LEGENQ p ~y\ B
O ° Sf 34 P6
,k~'~,~~,~y~~ COASTAL WETLANDS PROPOSED S[TE DEVELOPMENT = 21.230 SF JiYe.:,ic yam. e O TREE REQUIREMENT = t PER 4,000 SF SITE DEVELOPMENT ~ O \ 27
w ~ ~ \ 404/COASTAL MARSH NUMBER OF TREES REOUlRED = T \ \ \ \ 31 \ e A ~ 28 /
\ ~ o a .0 9 , TYPE OF TREE PROPOSED =LIVE OAK (QUERCUS VIRGINIANA) \ ~ \ ~ 32 \ \ 29 ,
EXISTING CONCRETE OR OTHER APPROVED EQUAL \ \ NNIDEES \ ° \ \ N/i J04N GpAOt$p
C \ ® 33 • \ \ \ \ \ ~
EXISTING GRAVEL \ \
PROPOSED CONCRETE ° ~ ® .
NOTE: vv REVISIONS: /
1. NO TREES 5" OR LARGER IN DIAMETER EXIST - - 1/4 DISTANCE LINE THE ON PROPERTY. \ \ ° \ Na 8Y DATE DESCRtPTtON
EXISTING DOCK 2. NEW TREES MAY BE EVERGREEN OR DECIDUOUS o .o I DW6 6$-11 CAt}A REVISIONS ° \
PROP LINES ANO SHALL CONFORM TO THE AMERICAN ° ,v
2 EXISTING CDNTDUR aSSOCIATION FOR NURSERY STOCK PUBLISHED 8Y THE AMERICAN ASSOCIATION OF NURSERYMEN. ~ ° ~ °
2 PROPOSED CONTOUR 3, 7HE MINIMUM TRUNK DIAMETER MEASURED AT FOUR
-1,7' EXISTING ELEVATION FEET (4'I A80VE THE ROOTS, WILL BE TWO INCHES (2"l.
® ELECTRICAL TRANSFORMER 4. THE PLANTING OF TREES NATIVE TO EASTERN NORTH LANDSCAPE PLAN
ELECTRICAL BOX CAROLINA AND/OR ADAPTABLE TO THE COASTAL CONDITIONS AND CLIMATE IS STRONGLY ENCOURAGED.
TREE 5. CDNTACT THE TOWN OF BEAUFORT FOR A LIST Of BEAU T HARBOR MARINA YACHT C~.UB
OTHER DESIRABLE TREES OTHER THAN SPECIES
SHRUB SPECIFIED ON PLAN.
BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
CLIENTo DESIGNED.
AEC AREA OF ENVIRONMENTAL CONCERN HOMER SMITH LLC RDC/DWG
EMB EMBEDMENT
MIN MINIMUM TYP TYPICAL ADDRESS: 101 CEDAR ST. DRAWN:
NTS NOT 1p SCALE NNW NORMAL HIGN WATER ®''s9eora'a?''0® BEAUFORTa NC 28516 RDC/DWG ®®e®®~ C,A RQ j~ ®®®®e
.®®a'~ ..>°~~~~•.`~9 P~~n~F ~ r ~~~~_n~~R CHECKED:
11 nVnMML LU1/ NNIGn Mw MONITORING WELL 1. Y 0
R/W RIGHT OF WAY WELL SUPPLY WELL ?O~Q 9Ct ~S
30 15 0 30 60 °F ENGINEERING P.A. APP v D: S t7 ®W ® 151A HIGHWAY 24
SHEET #9 OF 10 13'348 '
PROJECT #t 994-lJG ®®Q°•,•FGIN~.;••'®4MOREHEAD CITY, N.C.28557 DATE: ®00000- 0~'®® 2) 247-747 5-16-10
SCALE: 1 30' DESIGN FILE 994-2/994-2FINAL PIER HEAD LINE.DGN ee~og4
SCALE:
R0 NALD D. ULLIPHER P.E. 1 " = 30'

2 NORMAL_HIGH•WATER•® . s, ~ ~ ~ ~a®•®q_, _,~r,_„.~., s~•_~ e_ •¢®s®s4 v®, ~ .®c~ra®,-~wem ~®•s.w
1 ~
O NORMAL LOW WATER ~
-1 ~ ~ XIST,ING GRADE
-2 , .
.
t~\i % ~/\//\ri\/y\
-s ~~~~i~\i~\\4i~~i^\~~ /~"t/ / ~ ~
i _ 0 O O O O QO
, ,i, _ ' LL O O N ~ ~ T
e L ~
~
~ ~ DREDGE SECTION A10-A10
1 - i v SCALE: t" = 4` H SCALE: 1" = 40'
'
2 NDRMAL HIGH WATER
- I ' ~ % - , D NORMAL• LOW•WATER.-~_._ ~ _i, ~ ~ ..e ~ ~ ~ ~ : : II
r ~ 1 -I . i
, II i . i,~.. e- XIS1'•INC GRADE %'YV\/ ~/~;~/./,%AA~VAIYVA/ //V~`/V~%Y\\~\\~/'\~/AA.~~\/~~\/~`~/~%~y
i - j _ I _ ` , / //t/ • ~ : ~ . ' ~ v vv. . v v ~ ~/v~ Zvi/vv i i/ww ;~i~~~~i~ ~%;%~~h~ -2 V/ V//V/\~\~\\ V/ -A ~ ~ / ;~t'VA/\V/VV/VAS \ \~/VA/V
v~vw/v~~ww vv''/vv~vy/vv~~'~/vv~~~wiw/wv~v~~/v~ '`~~ivv~~~/~~~~ 1~~~~?~~/
EL . 9.00 -3 ~ ~ .............:;w~~ /~/vv~~w v~~ v/vv;~~? r~4/ ~i ii ~ iii ~i~~~i/'~,~~~~i/ii ti~~~
.
VA /\~~VA\ V /VA.A/VA VA. V
. ,r~.<,,,~,a. ,.ate n~,..,.,~,.- ~.~~„~.,:A~ ~.,.s~~,,~:.,,...,,, _ .~,,,~_x~„~..R;,:,~M~ EL. 5.00 ,.wM~.~,.,.~,<~. t,~.~...,..„~..~.,~~~,.,.~n.~~.,..~...~,,~.,.,,~:~,~...n ~..~..,a,.~,,,~.,~...~,4x~w«~,~,,~,~» ~,.a.~..~;~,w,~,.,~..,.. . \ \ \ \
• ~ ~ ~~~%vvi~v ~ / viivv~ vv~~vvvv~~~~/~~~v vviy~vvv~y vvi~i v~~'v/vv~w~ wivv~ ~~~~~~w wvi~wvv~vwv~~v~~
G t ~ f` ~i ~ ?SEt ~ - -e ' /iii ~\`~!ii%~i\ ~%/~%i~i~~%~/~~%i !%i ~
CONCRETE FOOTING //VA~V/V'~VA'~ /VA/VAy/VA/\A'V/VA//VAV/VA//VA~ \/VAV/VA/VA: /V /\\V/ /VA.A/V /VA,A~'V /VAS /~/VA•~ . AV/VA/VAA/VA/VAV/VA/VA~A \V/VA,A \ VAS /VA/V~V/VA/VA~\'~//VA\~\ AA \V/VA/VA\?V /VA\~'~VAV/VA~\V/VA/V~1
NORTH ELEVATION CLUBHOUSE 0 0 O
0 o a o 0 0 r N N7 + + Q {(1
SCALE: NTS _ SOUTH ELEVATION CLUBHOUSE
SCALE: NTS DREDGE SECTION B10-B10
V SCALE: 1" = 4' H SCALE: 1" = 40'
2 NORMAL HIGH WATER ,e ~.s, 2 NORMAL HIGH WATER-
• ~ . .
. 1 ~ ~
NORMAL LDW WATER ~ ; ; ' 0 NORMAL LOW. WATER. ~ ~ :
: ~ ~ ~ i ..XISTING~GRADE..... ~ i
xIST'ING GRADE ~ ~ ~ ' ; ~ I 2
-3 - .
-4 ~ . .
-5 %t . . . / V i \ \ VA %VA/AA%~VA ~ ~ ~ • -S / i~ / i / ~ i i.
AAA\~~ /VA AA . . , ,
. , ' .
y\ \
i i i ' i i / i / i / i / i / / i / / i / / / / ! / / ! / / ! / / ! / / ! / / i / / i / / i i i i i i i i i / i i i i i i i / i i i i i i i'//~/~~~~/~ i~ . ~ / / / / / \ \ \ / \ \ / / / /Y /~J / / / / /\//\~U/\/\~~ /\~~\/\~/\/\/•/U\~/\/\~/\/\~/
+ + + o g S O g ~
Q r N M Q ill o + + + N H1 p ~
DREDGE SECTION E10-E10 DREDGE SECTION C10-C10
V SCALE: 1" = 4' H SCALE: 1" = 40'
V SCALE: 1" = 4' H SCALE: 1" = 40'
NO SEWER 2 NORMAL HIGH WATER..
DISCHARGE
0 NORMAL~LOW WATER ~ ~ . ~
PUMPOUT
STRINGERS 6' STRINGERS 6' AVAILABLE -t ;EXIST113G GRADE '
-2 .......:........i........:........:.. ' ' :
MAINTAIN 36" -3
MINIMUM HEIGHT -4 _ _ ;
TREATED OVER COASTAL MAR5H TIMBER PILES
~f'~ TREATED TOP OF PROPOSED DEPT j\,
TIMBER PILES FLOATING PROPOSED DEf DOCK OF DREDGI OF DREDGING _7 ~ ~ ~v~~~j~
/ , r ? / ~ ~ / //,w
MARINA SIGGE O o ~ o a ~ O O q ~
FIXED DOCK SECTION TYPICAL WALKWAY SECTION A2 SCALE: NOT TO SCALE O N M o v
SCALE: i" = 60' SCALE: t" = 60'
DREDGE SECTION D10-D10
V SCALE: 1" = 4' H SCALE: i" = 40'
REVISIONS:
Ho. er oare oESCR~~nov
~ 8.0 185.00 242.66 t OW6 6.6•JI CAMA REVI510MS
EXIST MG GRADE
= F1xED DOCK D z
GANGWAY A2
DETAILS
8 FT WALKWAY
4r ~EAUF RT AIiR MARINA YACHT CLtJI~
- - NHW EL 3.10
NLW EL 0.00
A2 BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
NLW EL B.OD CL ] ENT a HO~hER SMI TH, LLC DES 1 GNED e
RDC/DWG
3:1 DREDGE SLOF E ADDRESSa 101 CEDAR ST. DRAWN:
°~®'®`RaeF~eag'~'®~®® BEAUFORT, NC 28516 RDC/DWG
DREDGE TO BFTATNLW e
,`°~~,';.,~~°~~~>~Ro,®a®.. PH~NF ~ I ~w~ ~7~~-n77~ CHECKED:
DOCK D PROFILE fir'=JSj0 RDC
V SCALE: 1" = 20' H SCALE: 1" = 20'
° 1` ~EAC V-
SHEET #10 OF 10 40 20 0 40 60 133 t IGHWAY 24 RDC
PROJECT 994-1JG ®9` •tiEAD CITY, N.C. 28557 DATE:
DESIGN FILE 994-2/994-2FINAL PIER HEAD LINE.DGN 000 bee 47 7 7 r 5-16-10
SCALE. 1"- 40 ~nouaeo 1j v~ - - SCALE :
- - rONALD U ENGINEERING, P.A. APPROVED: D. CULLIPER P.E. 1 = 401