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VICINITY MAP

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1 ! _ j ~ 0 EXISTING SITE NOTES NNW LINE TABLE
~ j , + EXISTING j NOTE o NOTES> L1 11.2o N26°o7'16"w
z 1 DacK 1. BC 6 j 1. BOUNDARY SURVEY TAKEN FROM COASTLINE PROPERTY AREA = 335,083 SF (7.69 AC) L2 58.16 S64°14'17"E
Sl j a 1 ~ 2. I~ SURVEYING PA DRAWING DATED 3/24/08 L3 56.79 S7'7°16'46"E 2. IMPERVIOUS AREA SHOWN TAKEN FROM CRISER EXISTING IMPERVIOUS L4 63.52 S77°17'02"E
I 1 l T~ TROUTMAN TANNER CONSULTING ENGINEERS DRAWING L5 10.97 S80°16`52"E
l ~ w Dp DATED 10/8/08 GRAVEL = 143,399 SF L6 35.12 S80°54`29"E
c ~ 3. HI j N/f HARLES E WRIGHT ! DB. 1025 PG. 191 ~ ~ j cc 3. HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN FROM CONCRETE = 3.450 SF L7 28.12 S76°51'00"E COASTLINE SURVEYING PA DRAWING DATED 3/7/2008 BUILDINGS :22,720 SF L9 25.3 525°32'33"E
+ 1 r L10 17.45 S12°58`57°W
~ s 1 4f 1 , uu~ 1 TOTAL = 169+569 SF L12 7055 S47°18'17"W
1 _1 1
1 l % IMPERVIOUS = 50.61% L13 7.60 N80°39'16"W L14 5.96 S63°10'24"W
l 1 I ~ 1 + . _ ~ TOTAL AREA IN AEC = 1270690 SF L15 11.92 S21°58'37"W L16 12.24 S27°39'48"W
r + ~ Quo _ ~ EX IMPERVIOUS IN AEG = 49 772 SF (38.98y°L17 17.48 S76°03'39"W L18 17.60 S21°12'41"W
1 ~ ~ l19 14.51 N84°15'31"W
Q f Ot L20 6.00 S69°33`21"W L21 7.71 N81°33'50"W
w ~ 6pp BRIDGE R ® z ~ ® pUBl1 p NCS N/F JAMES E. D] H/F JAMES E. DICKIN50N L22 19.76 N76°41'15"W
Q u L1 +®'?e C R/pr R ?q75 j DB. 769 PG. 13E x ~ 30 v z BUFpfR. j ~ ~~-~,~1 PIN: 6490.03.3( ~B. 769 PG. 136 L23 141.15 N79°50'29"W 'IN: 6490.03.30.6464 L24 21.9$ N11°43'52"E
L25 21.42 N33°34'27"W
L26 25.53 N09°26'47"E L27 25.37 N02°10'37"E
L28 37.09 N02°25'12"E
b Z J w w w~ L29 25.26 N44°29'19"E L30 41.65 N18°46'34"W
~ L4 w L31 15.71 N39°38`35"E
4 ~ L5 7 ~~j., n ~ L32 13.79 S11°32'48"W L33 36.05 S18°36`52"E
a 1 e y_k .sic +L.~ic J~ o yc ~k1% .1c~ ~c ~ ~ Q
! ) ~ n„ W -A. n.. i~ ~ a,~r. ~ y~: y~c ~ y p Jc .s(c~ 0 ~ ~ ~ L35 1416 S83°010'106"W L36 26.27 S28°20'11"W
f y~~~y~~~y~~ ~ ~oa~ U ~U ~ 0 11 ! j ~ G '0 0 i wu1e. sir, J~~C y,l~ ~e y-:,~, • l 0 a o ~ ~-{'_Qa0 ~aOnaQOO no L37 11.61 S17°52'29"E
l Y 5.31 y~~~ y~ i:~*~L~'y { ° ~ .(J 0 [,~C.~ G ~ G L 0 b 3b L38 9.00 S37°14'16"W a L39 51.28 S07°28`09"W
1 ~ ~ w~c •~Y~ ~ y~ • 0 0 0. Oa 0 0 0 Q ~c .~Jc ~ ~~3 p , ~l ~ C~} n4, ~no t AT ~ Q i ~q L40 18.43 S06°15`20"W
~ EX DOCK L ~ ~ o 0o U4o ~ Cho Cho l 1 ~ y~ ~ y~ ~ ,Y~ . /j w ~fl~.,. ~ y _ o o° o 0 o na(1 n n ~l I 9 yJc ak J~~ ~ •Yalc .Jr. 0 A ~W\ n VW\1rPV X11 rr`1Vr, V r;~0 ~V' 8. 7 n ~ 3 ~ ~ i G ~CJO L41 7.80 S03°33`36"W ~CJT~'J „o L42 20.1 S S15° 56' 35 "W
~ ~ ~ o ~ u , j w ~ w~ $ ~ ~C~ o CpC~ ( U ~ ~ ~ U ~ [JO Oo Oo 00 C G° `Qc0 U 00 Oo a \ L43 35.58 S06°10`00"W
a 0 0 n~ UGC rP n ~ C r, . ~ z o co 0o coo o ~(~o_ o~ °a a~' ~ ~ L44 40.75 S03o35'49"W L45 34.36 S04 00 38 W
C y~ ~ a G Q J ! i' y J.~}e- ~!t y~r. pie MC o rP L f `~i ~f1 ~ ~ ~ 147 42.94 S~6° 05' 44 "E
t 47 vY~lc Jc J• C~ jj ff L24 ~ o 0 0 0 n. vU I f GUY L ~ ~ y~ ~ I
t r ` 0 t 149 2$.74 S08°00'50"E MpT~ L 150 16.61 521°06`49"E
l i I Q° MpT . I ~ E~ t ~ P o 0 F ~ L51 6.81 S68°24'51"W
P 7 ~ ~ y~ ~ r. a u +~Q le ~ ~a A TE 0 l t y~ 26 f ~ o ~ j + L52 11.85 S15°40'54"E
t t ~ y.~[ ~ ~ GO . c6 y% ' 0 0 0 0 n., r ~ ` a o 00 a 00 btu \ \ ~ \
a~ \ ' N y~{L v ~ L \ e r y ~ C O p ~n .n 0 EX. C ~ Oo oO C o r~ o o o \ ~
O 0 ?a ~ o 00 0 0 16.33 ~ 11 ~ oP~j ~
o S06°24'01"E °BUY 0 Oa , ~ ~ ~ ~ 1 n,. ~ o a s a o o ~
l~ ~ Icy GUYa P c e ~ e l ~ I ~Px~ , Q P
o f p / 1 . y~ / ~ 0 ® , ~ t FO POT o 0~}0 °`o.~•• 0 f I GUY 1 1 ~l~Y,. ~ , ~ n,~pn,4.,~j~4J r>a ~ a ~f ~ V ~ ~
1 f ¢ i I 1 1 + GUY n 1
(w, I ~*y ~ ~iC~O ••~p ( ~ ~ 1 1 1 w 1 1~ SEPTIC 1 I , f! ~ 0 I 1 ~ ~ r ~ o i FIELD I / t GUY?--~~~~
j 3 ~ y P ~ n_ C, ENT 1 1 1 1 1 ~ ~ I GUY POLE- E POCK / c o r I J GUY POLE `--t.,,t~ ao (.~a qo~ ~~C/,C~ ~ ~ ~ ,~w~
~ ! ~ o~ja0~, ~ 1 f [ f Q ~ - / - a~ e{ • 1 ~ [ Qr B y L.! ~ o ~ f r / ,aio„ ~a ao~alJL~~ o ~ ~
p.. 0 , ~ 1 1 i G' a '\r y , r ~ e n~.Ono a ~ 1 1 1 ii ~ ~ •i9 a l G /
C STAL Q' / ~ v o OO ~ ~~~GO y 1 l ~ p ~ 0 ~ ~J pO W LAI+~ ! / SEPTIC 1 SEPTIC 1t / u~VG~Id~JC~OC~_ ~ ~
t~ t _ Q n~V~rr / ' ( y I E 1 FIELD ~ FIELD !r r ~ ~ ~
1 o u a o © r + u.r ~ t o((''~~ c y ~ ~ ri4, U n..~n \ ~ P t, / ~ ! r o N/F RICHARD A. CDLLETTE ~ i t ~a D8. 1118 PG. 17 \
G U I ~ ~ Z J ~ ) o C r r, ~ c~ o ~e ~ I naa ChJ o(~~OQ y~e: J ~ ~ \ ~ ~ j r a
J RO ••T• z / l l 1 y .yy a ~a r
OF o o, ~ ~ !t1 > W ~ y FICF ~ na n.. ,J,O y ~ I ` ~ . 1 l f ` 0 0 ! ~ y ,,qq 0 a ,r r . ~
~ ~ y , 0 V ~~UU y~ o ~ ~ n„ 0 04- ~ y ' . I o, ~ 6 1
w~ w ~ I`L.r r o P L y y ~ ~q ~S~So~' ~ ~ ~ w W. y -1 00 0 o y~ c , ~ L I 0 a a . ~ P GUY PDLE
4 a ~ y.~ l I ~ ~ .
a ! ~ L~~yy i qq ~~a ~ . m 1 ~ ('~,.,r~ :L XJ D U ~ W, naVvflJ n4. `4~, r, A y~ OPEM~ ~ 0 0 TRAILER ~ r . J ~ n GUY -
` C Y. I ~ 1 P , y~ 5 SkED ~CgO ~ ~
13.38 ,~y j 4 G i 1 ~~~t _ CON BETE ~Q,,qQ j WA WAY C ~U L''UO ~CKJG ~ ~ ~ _ - Jt Y. -}$5x39 •,,_._J °y-
1 f ~aO~ 0 X00 °.~a° 1~ COTTAGE C~ ~ 3 ~ 0 ~ 0 ~ C7 ~ 245.4 e
( ~ ~ ~ I r< . ~U ~0 0 , 1 f ~ / 0 0 ~ 37 a a t r.
~ ~ I u o SHED ~ 0 U I I ~
p , rP I QOoOo n~0o0 na o0~ t { I J 0 U r ~ y EX. CULVERT (E% DOC ' t ( K f ~ ~4 ~00 0
2 r ~ t 0 0 0 ~~y,~7q ~ n.. 00 rJ? ~ na0~° n- IA, y., E%ISTIN CAMA t
7.60 ~ U JURISO[ TIONAL 1 f~~ , ~ ~ f~,,{ o~ 0f~ o a o D TCH r'A vc1~J n~ V \ n0 0 ~l
L39 i y• I I ~ a a~ a ! ~ o 0 8~3e' $c~o o y
4 0 0 1 4 ~ o On Oo Oo rA rP n„ n.. n O ~ rpO I 1 ) o t ( ~ ~ SHOP 1 1 ~ NIF RICHARD A. CDLLETTE
G ~ U 0 0 C 0 U 1 0 ~Y t~,~000 oQC~O no[} oO „oQ_ „0 100 N/F RICHARD A. COLLETTE pa`s ~ O8. 1159 PG. 480
y Q O ~ ~t~ yN 40 ~ ' OB 1119 PG. 17 [~C~o [~o ~~~0 [~C~o 0 o d~"o i 1 r-. y~ 99 ~9~~~
EXISTING SHEE PILE ~ x, SH D L41 ~ , C~ E BULKHEAD (~n 0 (~,,jy {'~C,~.,(~ ~ _r1 -n 0 `t '
0~ ~n U`~V r,~U~J tS'?O ~?UL'V fJ~U n~1W 0 ~'-'lid , ;?'~Jn~? ~ nG~~ ~ ~ ~QQ 0 0 0 0 b 0 ~ ~ ~ti
a l42 ~L,'0 0 ~ 0 VO fl 0 0 ~.%0 ~ 1 ~0 1 ~ 0 0 0 0 Oo 0 U6 '\r GQ 0 Oa ` n4.0 r,R n.. n,. \ n ~ nT ~ ~ ~ I `~t~
Q ""`~1 ~ a q ~~a ~aG a G .,,qq c t m 8~ N a n{~ a ~~r~ ° o'%~ O U 0 0 0
~ ~ ~ L ~V n V n V n Q ~ n~!V r~0o0 n_ uV\ . ° A7 SHED C) OD OO ~ a~q ~ ~ 1
1 to C ~ ~ (1 ~ x o° o as o oa', c oa t z ~ y ~ n„ .R o0 ~ 00 r, ~ o ~
~ ~ ~ rg p 1 a o o { '~',,RR ~ U r 0 0~ U q v~ x C~ o a ,~10 o a (~o 0 0. o
2 i' Or, n° ,QO I,rAO nQ0 \ n~0 n4 COQ rPUn°O na,, r^~ C ~ q(} m n G ~ n 1 cPr,) r z x ~ coo o ~o ~ °oo c~cs~ .
+ ~ Z OO © , nOR. ~ Oa 0,. W n.. n00 Oo C i ~C ~ Opp `r ~ .L V?^ n J c z o o n ~ ~ ~s~ L d~ ~ y y y
w m $ ~ o a a ~o moo ~~o 0 0 4 1 p r 0 0 O U 0 U U O U 0 9 y p Q 0 G 0 0 0 ~0 (7 nQ ~ t~,~. O~n ~JoO Oo0 0 ~,~OaO n°
m ~o o°c ~ ~ o o ~ 1 1 ~ 1 8~Q ~ _ ~ ~ ~q ~~q ~ ~ t ~ t ~ 0 0 0 0 0 °o o a
o 0 o U G o o Oo n G ~ ~J ~ 0 0 ~ f~0 U ,,.qq t ~ 1 x ~ ~ 0, Vfl 0 ~ ~10 ~
C? 0 0 ~ L ~°pO n.. ~ ~Qc 0 0^ 00 U ~UO ~ ~ ' ~ 1 s' 0 Oi
1 a O~~~a c~ c~ c3 ~°o c4C3oc, o ~ ca o o ~ o o 0 0 ~ n., n~ ~ nX oO n~. ~ n° n~ 1a0 ( 0
LEGEND 1 0 G O -a ; U 0 0 ~qU ~ 0 _ ~ ~ ~ f 404 1 G 0 0 0 ~00 9 O 1 9 SIi;
1 O U 0 U q 0 U o i ~ WETLANDS o OU O ~ n~ ~ n4.0 n~Ono r,~O no n°~~ y • o o ~ ~ ~ r ~ ~ LINE ff~~..~~ J ' COASTAL RSH L W NNW 1 y y MA BE 0 ~ ~f?
y~ ~`w 0 { ~ C~ L~ L~ 0 -r ~ 4 ~n END EXIST[NG--}--.~~ 00 a a U U 0 ~ 00 aQo r~0~ ° ~ 00 n°, 00 W y ` SHEETPILE ~ 0 ~ o w
1 1 U 0 U 0 0 0 404/COASTAL MARSH ABOVE NHW 1 $ULKHEAD [ n ~ o q a J' J. y ~ ~ [~Q Q ~Q ~Q o 10UrO D 0> fT~
t [~p0 l T., l ~Ona\?a a0l)~ nQQ~W. ~Q W I m E m ~ n 1 n L4 4 ~ 0 U U ~ qD 1 7 pp f ~ . G " • EX15T1NG CONCRETE 0 G ~C4~ -•'~0 ~~,~0 0 ~ ~ REVISIONS:
0 0 0 0 U 0 0 0 ~ r Q , ~ n4. r4? r1? ~ n°O r{? o ~.PJ~ n. fh ' ~ ~ ' V W i a 3 7~ q~~~~~a 4 LL~ t o° -a ~ EX. ao4 xt;. w Na BY DATE DESCRIPTJDN
RIP RAP ' 1 GO pti V a ~ ~Q ~~0 600 ClOnG ~ '..~s.s ~ . ' 0 0 0 Q U 0 0 0 DRE GE WETLA DS a ~v r~, ,~0 o(~c~} o ~ ~OoO no ~ a f DWG 9/2!/09 CARIA R6'V1SlDNS
i ~ . L48 ~ ~ ~ .~•~`O~S~fAC• - y p SPO l 1 N/F RICHARD A. COLLETTE o - ~~0 Q ~~a c. ~ ARE y WET A DS• U ~ N. D B• 1118 P D. 1 T EXISTING GRAVEL ~ U U 0 4 0 0 U f , LETTE
S, 6QrPO00 nQO~ rd? ~ n° ~ J\' { y a l 1 ,~'?,Q~QG a a a I ~y y~
ti ~ ~ ~f 4 ' I ~ ~ : OEMOI.tTI~ ~ U,o no00o0 aa0 UQOQO n~) 1 ~ i
0 1 ~ ~ ~ o ~i~a ~ _ cC~oO ~.~o USAGE CHANNEL ~ Oo U 0 U 1 0 ,U "y
L50 0 0 0 ~ o c C~ O ~ O n„ ~ _ n., ~ ~ y ` 1 1 a ~ a 1 f ~ EX1ST[NG ROCK p ~ i 0 ~Cq~O ~q ~ 0 ~ 0~ `''C~ ~ yy ~ 0 0 0 0 0 0 0 1 EXISTING CONDITIONS PLAN DEMOLITION
t PROP lINE5 f a o 0 0 51 n_ r~0 1 ~O n„ r t 4 ~q 1 1
2 EXISTING CONTOUR ~ ,,qq ,q ~ y 1 CJO 0 ~U' C.'0 ~fl I U O U 404 I U U O 0 0 0 0~y PROPOSEO CONTOUR 00 ~r~,,.,,pp ann~ a ~ 1 ~ WETLANDS 2 ~ ~ ~ ~W nA W rPOi n V ll~
© a G G y. -2.7o EXISTING ELEVATION 1 (~0 ~ J~,(g ~ f y LINE U U C U _ 0 0 0 n 0 0 ~ I
n„ nAO nR n~ DD rti? QC ~ ~
~ ~ c~~ - -1 l I ~ _ o_ 00 ° °40aQ f NO Kl aR0 ~ ~ n BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
AEC AREA OF ENY€RONMEHTAL CONCERN 1 ~ pN ~ 1 ~ 9 5 W 0 AY ~ U EX E%iSTING pU9(lCi01 BR ~ 0 0 ~ q ~
EMB EMBEONENT ij/w IpGE a C ~ n ~ ' MiN MINIMUM TYP TYPtCAI ` ~u CLIENT: ADAMS CREEK MARINA LLC DESIGNED:
NTS NOi TO SCALE 3q r 4 9. I NHW NORMAL HIGH WATER N77, 73 DWG ADDRESS: 303 ISLAND DR DRAWN:
NLW NORMAL LOW WATEfl ~ 1q'J6„ MW MONITORING WELL 1 W BEAUFORT, NC 2851E DWG
R/W RIGH7 OF WAY WELL SUPPLY WELL a~ `m, 0 a l/e+enf t1l~~ pail
PP POWER POLE .~„n ~`~`1 G at ~5,~ 41h/'fA. t~ll('tAlr'. r nrn .-rnn -rnn e ru~rkr=n°
GUY GUY WIRE FO FIBER OPTIC A0 a°eenef, k10411Lt}-f UL9 vra.. vrl~v.
1 50 25 0 0 5 0 100 et~ss, 1.0 RDc n;
min ma SEAL y~~ e * STROU ENGINEERING, P.A. APPROVED:
W4 411114 1 13343 151A HIGHWAY 24 RDC
4 t 1 SHEET #1 OF A ~j SCALE. 1n= 5C H AD CITY, N.C. 28557 DATE r~ 8119/09 1 - 50' 'fi~'GfNC~•'0QZ~,° ) 7-7479
PROJECT PM1827
DESIGN FILE 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.DGN ®a,, a'a 0\C M<Q~- o SCALE:
NALD D. CULLIPHCER .E. 1 = 50'

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1 1
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NOTES. 1 f NDARY ' ~ ~ 1. BOU TES: SITE PLAN NOTES NEW NHW LINE TALE BOUNDARY SURVEY TAKEN FROM COASTLINE
~ I SURVEYING SURVEYING PA DRAWING DATED 3l24/OB PROPERTY AREA = 335,083 SF 17.69 AC1 L1 11.20 N26°07'16"w
~ ~ ~ V © f 2. IMPER IOU. IMPERVIOUS AREA SHOWN TAKEN FROM CRISER L2 58.16 S64°14'17"E TROUTMAN TANNER CONSULTING ENGINEERS DRAWING BUA L3 56.79 S77°16`46"E
z ' ~ 1 TROUTMAN 1 ~ DATED 1n/ DATED 10/8/0$ L4 63.52 S77°17'02"E
1 ~a ~ i 3. HIGH GROU HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN FROM L5 10.97 S8o°16'52"E
j ~ COASTLINE 1 w COASTLINE SURVEYING PA DRAWING DATED 3/7/2008 GRAVEL= 134+250 SF L6 35.12 S80°54'29"E CONCRETE = 2,249 SF L7 28.12 S76°51'00"E BUILDINGS = 22+720 SF L8 17.43 S61°35`55"E
l I I ~ . WR[GHT 7 N/F CHARLES E L9 25.37 S25°32'33"E
1 ~ OB. 1025 PG. 191 TOTAL = 159,219 SF L10 17.45 S12°58'57"w L11 13.35 S12°55`42"W
% IMPERVIOUS = 47.51 L12 7.05 s47°18'17"W L13 7.60 NBO°39'16"W
1 I l I ~ ~ a ~ L14 5.96 S63°10'24"W
f I ~ I , TOTAL AREA IN AEC = 127,690 SF L15 11.92 S21°58'37"W
i _~"~~a~ I ~ ~ IMPERVIOUS IN AEC = 40,230 SF 131.50%) L16 1z.24 s27°39'48'"w L17 17.48 S76°03'39"W
I ! ~ PROPOSED SLIPS = 10 SLIPS L18 17.6D S21°12`41"W
l w ~ o``' PARKING SPACES = 30 SPACES L19 14.51 N84°15'31"W L20 6.00 S69°33'21"W
J p L21 7.71 N81°33'50"W L22 19.76 N76°41'15`"W
z 6OQ P !DG(; RD N/F JAMES E JAMES E. D[cKINSDN L23 141.15 N79°5029"W
z ~ ~ L1 .y UBLIC R~wNCSR ?975 j 08. 769 PG. 136 z w P1N: 6490.03.30.641 769 PG. 136 L24 21.98 N11 ° 43 52 E 6490.03.30.6464 l25 21.42 N33° 34' 27 "W
u ~ z r BOAROWALK ® L26 25.53 N09°26'47"E L27 25.37 N02°10'37"E
U w Q ~ ~ L28 37.09 N02°25'12"E
In ti ' ~ i L29 25.26 N44°29'18"E L30 41.65 N18°46'34"W
4f 4! + . L31 15.71 N39°38'35"E
w w ~ i~ 4 0 44.28 L32 13.79 S11°32'48"W L33 36.05 S18a 36' S2 ~~E
o ~ 5 ~ ,o L34 9.65 N83 10 05 E
L35 14.16 S13°01'16"W
20 y~ ~ ~ y~~ ~ t 0 0 ~ r ~ ~ { 5 PARKING L37 16.61 S18°5P'29"E
2.50 s•Op ~a~~~~i~~~~y~~~, SPACES ((~~~~oo ` Ooa~~~`` ~~G G-- 1 ! ~ ~ ~ - l L38 9.00 S37° 14' 16"W L39 51.28 S07° 28' 09"W
! 22 • s0 22. 5' 00 y~ ~y y~ ~U u o 0 0 0 1 S ~ ' 170, 3 0 ~~`3•Y, . +n o OO "0 a 1, UW- I s 3 ~ L40 18.43 S06°15'20"W
l.t m ~ C~Oa GCrJQ,J 0 0 x 5 y~ y~*~~y~ 0~ 0 l 0 o 0 ( ' U k ,ak. ~ o~,0aa Oo a a Or. 0 (1 L41 7.80 503°33'36"W ~~~GOn L42 20.18 S15° 56' 35"W
Q y~ y. y~ ~~~y +n 0 0 rc , ~ m ~ 0 0 ~n ti ~ ~ .~-.,~.y~ • o o a0 oa0'~(J ° 00 °fl~ L43 35.58 506°10100"W ~Q a L44 40.75 S03°35!49 W
w AYAK ~ ~ ~ K Y ~ Ov~ CO z~ t ~ 94.0 ts6.5 DOCK F S y~ y `a 0 0 0 C ,q0
. 1 536 SF MARSH 1 l , y • `i~`. ~ ~ y ~~C10 ~ ~ ~ ~ ~~oo ~ TO BE EXCAVATED d~16• ~ 00 , 0 ~Oo~ ~~~~o ~ L45 34.36 50400 38 ~W °a~ L46 21.55 S01 26 59 W act- ~ L47 92.94 S16°05`44"E
~ ~ 22, 1 F ~ 0 UG ' SO o 0 a - WEL ~o ~ L48 28.72 S61 ° 02' 37 "E
1 02 ro 'fi I 2. y :~y l,I ~ o sa ~ ~ l tt ~ 10 lr. L49 21.74 S08°00'50"E ~ L50 16.61 S21°06'49"E
'll••.. 5• ~ ~ yyc ~ j 1 PORTABLE Op ~ ~ r iI 1 f y~ ~ t ' d1 f PUMPOllT r ~ OTF ~ L51 6.81 S68°24'51"W A2oTF~ ~ ~t5 ~v, L52 11.65 S15° 40' 54 "E
DN 1~ / Z LOCATI NEW NHW n, r 00
9 ~ Mr . ~ J r ti Q0. t A ~ EI Ca ~ Q ~ a ~
• j •o v ° 7 ~ a00
~ BOARDWALK E ~ g ~ ~ ~ 1 y M ~O °~q, °
' FLOATING t `y ~ ~ EX. CUL T ~~q i~ O i N/F CORE CREEK ~ I`'^~ (JO (_100 I~ DOCK D y,~ ' X~ ~ a 0 0
+ .1285 P6. 388 ~ ` 16.33 ~ j G 0°a (1 GPa~ . y:J< ~ ~DB S06 24 Oi E ( '1 0 0 a
~ ® ` °a0 r ~ I9 ~ V~ tl ~
t y o pq / ` 1`
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DESIGN FILE 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/P M1827MAJOR.DGN