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? CRIBBS LANE I27 Zy' tt4 LINE TABLE
L--_.._ r..,.. ~ .10B.S0.. x q" CDNCR~TIw s 4 3 L 1 N75° 27' 41 "W 12.52
VICINITY MAP ~ ~ }'6. - i25 9 I5 L2 N84°09'30"W 18.99
I54 ~ ExfST1NC l.,~t ORIVEiPAY ~ ~ ~ r; v,oo .e . p \ o,ep a,. e L3 N75°03'13"W 24.85 ai~J~r~ir~, ~ r air r r , r~i\ r ~i~ai , ~r~ L4 N33° 29' S7 "W 10.88
G~NER~L COTES x _ 46.66 ~ h O ~-\f ,,fi,/~' r r% ~ , ! .J r L5 N83 53 21 W
6@ •4Q 5 E ~6 p ~ Q \ n \I \./I ll r ~ r J~ r rc~ !e, 8.02 ~r~~'J"'/~'. ,~r~~ ,~i\~r~T ~ \ r~r~~r ~ ` r °~r~jr r~~ L6 S67° 55' 40"W 5.60
1. REMOVE fXIST1NG RIP RAP REVENTMENT. I4a b.b~, V ~ ~ , 1 ~ ~ . ~ .S\C\~~..~~;~:\`~fi'~r~\~ ~\~r~\~ C\\,v~~~~~<\`~~:,~\x\,:,<\~`,~1<\~~\.~,<.\~tt L7 S24°33'43"W 1.13
V ~ ~ - D. tel. { 1. EXISTING GRA £L TO BE REMOVED C~ AND PLANTED WITW GRASS OUTSIDE ' ~ ' ~0° ~ ~ L8 S88°10`21"W 15.85 L9 N34°42'52"W 10.12
OF PROPOSED PARKING AND DRIVE AREA. i - Q ~ r I L10 N09°52`02"E 13.92
I I ~J L11 N19°49'51"W 22.02
N ~ 'Q ~ ~ ~ ~l r-n,-, Q w , o , ~1 SECTION AA RAMP ACCESS L12 N36°42'00"W 17.37
~ ~ ~..J ~ rc SCALE NTS ' L13 N10°03'59"W 18.42 L14 N18°33'38"E 10.02
Exlsnna I w>;~-~ ~ Q/~ 1~ z NOUS[ I ,.z fJ j~'\J f~~a ~ w~ F~X~iSTtNG ' ~ ~ V L15 N53°37'49"E 13.60
I ~ot~(/''\~ , i .I ~ 4'~...i 1 EI9r 99.80 : ~ .,,p L16 N75°09'45"E 18.75
~ .y ~ r ( ~ w L { 1 3 \.J + L17 S72°49`58"E 14.34
RIPARIAN OWNER I~, ~ N!F CHARLES N. GIBBS I---~ f ~ L18 S61°19'56"E 22.80 L19 S87°D4`34"E 6.91
2351 IRISH LN APT 49 + o L C CLEARWATER. FL 33783 ~ - I i ~ L20 N44°30'14"E 15.08
i ` ~ L~i ISTINC CRAY i ~"-~I ~ f Q OUTSIDE OF PR L21 N19°18~~~.'44"E 1$.71 ~-EXISTIND DRAVEL T? BE RENAYEp L22 N02 5 7 50 E 4 1.68 OUTSIDE OF PROPOSED PARKING o ° rr
1 ~ n AND DR1YE kRE ~ ~ C` ~ AND OR1YE kREA. L23 N18° 56'' S9 "W 29.98
R o Q~ L24 N29°33'.'04"W 19.01
Imo. t~? cXISTING t L25 S69°45`'36"W 10,94
~Ta~ g ~ DRIVEWAY i---~ ~ o r~ WORD FRAMING W/ ASPHALT SHINGLES
I-.-,. 'b / N 43'14^E - ~n C ~C,-~ O 12
~--..-__.._=--f - ` (sue i ,0 ~ ~ ~ Q 6 ~
~ , _.L_ . ~ 41~ ~T6 1 I T`i 1- ~ ~ r
EXISTI\G t-'\ fKCI EIW 99.6 . dRY;Nu ~ ' f 7 OWI E av 9d.96
.Jr ~ t r.~,i -`Q ~X I ST I NG I MPERV I OUS,o ~o o~
~ ~.c~.c a ,rte DRIVEWAYS 10176 SO FT ~ ,~>-~1~zp ,
L, l_. / SIDEWALKS 67 SQ FT ;p
~ BUILDINGS. 1678 SQ FT I ~
o PARKING LOT 1766 SQ ~ ~ gA LJ TURNING m
- ~ ~ CIRCLE
TOTAL 13687 SO FT ~ d e ~ f
P ' 30` C0.45TAL ~ ~ pp n a f a~FEa $ 2X DECKING 1' FREEBOARD
t /
I AYG. GROUND
j El. 2.5'
p EXISTING TIDAL CHANNEL ~ APPROX ? K ^ ~ ~ ~ r : r a - r ~ IST NG GR ND
PROPOSED I MPSRV I OUS dIGITIZED FROM CARTERET GIS FLOODZONE LINE GRASS fl z ~ / . r J , . ~ `r ~~i ~ J r 2 1 SLOPE Y J Xr r I r~lOU ~ _ _ _ ~ r ~
DRIVEWAYS 8791 SO FT ~ ~irr,98.T~ ti ~ AF 8 ~ ~ f..._. AE T ~J /\e%>,~{\?~?r`~ic,'.v u' /.'~JV/ r: / J J,v/ 1 { J\ J\ {\v~ ti ~
GAZEBO 14A SQ FT ~ PAVED ~ is cAV.~AEC AE 8 ~ ~Y : ~ 'Sr~~ ~ ~ :~`1~tv~'~, ~ ~ ~ r J . / / rh J yy r f r r~ ~ J
BUILDINGS 1678 SQ FT ' JJ Krcn(~ , ~~~~~~~~rr ~~fi~~ '`~lv N~J < ~ ~ \ , r~ /J~r`c~. ~ fir/
PARKING LOT 3050 SO FT RIPARIAN OWNER SECT ~ oN E~
3 66 3 SO F T N/F DEBORAH K GANTT DRiVEMAY ~ STORED &kDEN°ATEREO TOTAL 1 I F OA S.T. 115 ADAMS LN f 9.98 ~ DREDGE SPOIL DIKE scALE: Nrs
NEWPORT. NC 285?0 f ~ ~ ~ ~ IPARIAN OWNER IAN OWNER
X06 f I ~ /F EDWARD D, JONES `0 ? i ~ 731 MCILROY DR ~ Z DWARO D, JONES BXB PILE NGILROY DR
T LOUIS MO fi3128 IE JIS. MO fi3128
o A , ~ ~ f
SITE DESCRIPTION ~ ff SILT I 1 ~
TOTAL LOT SIZE 56537 SO FT ~ ONCE a ---~---,-_______`_j
- ~ ~ t--_._. x TOTAL SHORELINE 698 FT ~-~--_.1 [ "~°g~'
TOTAL IMPERVIOUS % 2Q% ',e' F ~
r ~ ~ FIxED wGD° ~ TOTAL SITE DISTURBED 22000 SQ FT EXISTING BASIN DIGITIZED ~ ' D°°K ~ GAZEBO ELEVATION SCALE NTS
l62 u< 4 ~ a ~ J ti FROM CARTERET GIS ^ND sEwacE
GANGRAY ISCNARGE" SIGN _
8 a.9p~` 50 SO F
/ il, COASTAL RSH` ii I
RAMP t.,.., V.+ 1if~ Ii~tl~~il PI dr ~ ~ I coasTAL j L ~
/ , j WETLANDS L 6 t
, is 16,-z 466
r o -i.oo f SEDATING
J 0°CK EXISTING a ~ &N ~ ~ ~ ~
DOCK TO ~ aE ftEMOVfD
''•.4 0 `Y.ia y ~ „ a i.i
-i.8op.0° -2.2 i a ,-pAK ~J~=~, ~ Cu~B
\ ~ TREE
1 . C ° -1.6 -7.8 ° o -7.6 GAN"vYAY
EXISTING CHANNEL DIGITIZED ~ ^ ~ 'Z''~ F<oerlN6 IIIII !II NN
FROM CARTERET GIS oocE ` iiq~;p~~;;;q'i~~,i+~fll~ljl~~~i~i~~l~,l~~~~~~~i i+H~~d~ii~!Ii~II
f -i e , -i.s
-o,s o -i, 0
1~B RIPARIAN OWNER -
N!F JAMES T WRITE ~ I 14o ADAMS LN ii ~ " EDGE i L
NENPORTf NC 28570 I 404 WETLAND EDGE -i.s° c ~ COASTAL h RSH
30' COASTAL ~ ~ REVISIONS:
WETLAND BUFFER c,.z 1 ; LINE i TYP) JAN 15 20pg ND, er Qare aFSCRrPrron
1 DWG 2127f0 CAMA REVISIONS ~ ~p p ~o b ~ v DENR•INATERQUrv.ii4
-~.a ~ GAZEBO YYETLA9VpSANDSTORMWAIERBRANCH 2 DWG 3/20/0 CAMA REVISIONS
~ E N V V u ',15 i L 3 DWG 90/3910 REV CHANNEL
\ v
.I/ \l/ ~~f ,I! J i -p.1 i I/ V W ~ ' I ELI: I ; ° -5.0 ' PROPOSED CUYCRETE NHW NORMAL HIGH WATER
.p,p' :~;.;'i;;'. PROPOSED FLOATING DOCK EMB EMBEDMENT MIN MINIMUM EXISTING CONDITIONS WITH PROPOSED REDEVELOPMENT
I III I TYP TYPICAL r NTS NOT TO SCALE
® PROPOSED BUL%NEAD NLW NORMAL IOW, WATER
r PRDPOS£D DREDGING C R T B B S E A~ E P R ~ P E R T Y
I/ ~ ~ ~ °.2 ~ V_ EX. PROPERY 1/ i t ~ v ~I i COASTAL NARSR
IG i .~I LiNE ~ ~ . ~ ~ E%ISTiNG SU)EMAL% NEWPORT TOWNSHIP GARTERET COUNTY NORTH I-~CAROrLI,I~NA
E%15TINGpRI4EYAY CLIENT: DAVID BRADLEY DESIGNED:
- ~ EDGE . I 'Tim. ~N R g ~ Si , o. i caasTAL MARStt £%ISTING 404 MARSH DWG
a.z ~ ,VAS. L! -C.3 _ Ii _~IL_~IL...A%.~ ~VL. vv`v`V`vy ADDRESS: 118 BUENA VISTA DR.
£%ISTINC NOOp p£cK NEWPORT, NC 28570 DRAIW~N :
° °.3 li i EDGE EXISTING STRUCTURES ~®b~~,+{4~`~i+~{~~//+t,~~i~i ' Dyt~
D°n°ncen erourtn°re a® .s~+•t°a. ~/.i_ IL i'st rnAi~ . t nrn ~ n w n n-~nn ~~1~?^K~~ _
PROPOSED TRAILER PARKING mffi~ti~a a SS/ a I nUINr-: l GJG Je 9:li 1 yy "
I Ir -0.3 0.0 SILT FENCE o°mm r' ; ~ ~p~ y RDC
--2--. EXISTING CONTOUR s~i1i. R STROUD ENGINEERING P.A. APPROVED: -2- PROPOSED CONTOUR a a
30'15' 0 30' 60 ° EXISTING ELEVATION 151A HIGHWAY 24 9 RDC
SHEET #1 OF 2 PROJECT PM142-6 PROPOSED ELEVATION s F MOREHEAD CITY, N.C. 2855'7 DATE: MOORING PILING rt440-a# 47-7479 5/08
SCALE: 1 30' DESIGN FILE F:/142-6 CRIBBS LANE/PM14266CRIBBSBOUNDARY.DGN ~~~~~~~u+?+~"`~~~~ SCALE:
R)ONA I~. CULL HER ~.E.~ 1 „ = 30'

' I 1 t PAVED
) r
GNWAy 2A z I IPARIAN 0 NER ,r I o ~ z N ~ o`~ p RIPARIAN OWNER f i WETLAND r`
l- ^ry ~ N/F DEBORAH K GANTT i LINE {T P DRIVEWAY x ~ s 1F EDWARD D. JONES ~ ! I 731 MCILR Y DR t w = [ ~ , 40'
y 115 ADAMS LN I ~ 0 1 ~ l T LOUIS, MO 63128 r NEWPORT. NC 28570 ~ 9.98 ~ Qo I ) ~ r
o i I I t W~ ~ I I 1 PROPOSED BULKHEAD 6" CONCRETE
~ DREDGE SPOILS I ~ w o ~ r ~ 4.OZ STORED ~ OEWATERED r BEYOND BOAT RAMP
. @„„ EXISTING TIDAL CHANNEL ~ ~ t ~ DIGITIZED FROM CARTERET GIS j CONCRETE ~ ~ ON SITE x } r 3' FREEBOARD 63'
~ a s f E I 63 x 63 ( r ff I BULKHEAD ( t : j 3, 3" .
t" I ' r i I ,y
_ _ ~ d ~ ~ } E 3 r , I m , NHW ~ EXISTING GROUND -6 _ . ~ E ~
i~t' ~ l j ti s SILT I ~ ' a > 1 I n j a 2c1 SLOPE r r : r r r r r ~ ..r rQi ~ -3' NLW ~ .
. _ j 1 ~ FENCE C x I ~ ~ ' ~ { ~ r rti r :,fin ~ ~ ~ ? , k~,r~c, ~ i r ! r ,,yr ,fir r , ~r ,e ~,~.~i• 'i rQ~yi r ~ ,
d - 1 ~ x _ O r, ~ E I x .
m ~ ------_._.r j s ~ ~ I ~ r Ju' J ~T~fi~; r ~r ' . i• ~,r~ ,r r i r . r• r ~ ~ "\iC~'~ ~ ~ !~\!fi~ ~ ~\ti J !~M, 1. . T~ tC f.~~t~. J h
~ ~ t t ~ 5 r
Ai FIXED WOOD ~tl r_._.__..~~~ ' ttr „r SECTION EE SECTION AA + f r DREDGE SPOIL DIKE SGBLE: NTS BOAT RAMP sca~E, r~Ts
I DOCK ~ ~ i ~ ~ ~ x j 1!f r~~
CRIBBS LANE ~ t ~ ~ 0. i 111 1 1 1 I I ~ 1 ~~i
I TING B SIN IG TIZ D 4 oG I F ilr EX S A D I E ~ t f 1, \9 t I flf !I'
VICINITY SAP R CARTERET G S t t j~, F. QM I ~ 1 GANGWAY 50 SII FI q ~ a 1 rM Ifs
GENERAL NOTES - 9~4 ~ .6 ~ COASTAL MARSH 4 j t i ) / \ ~ G ~ r Ir+ IfI I!t
~ T x r trj ~ r r TIE SUpPDRT SUPPORT
1. REMOVE EXISTING RIP RAP REVENTMENT ~ B ATA~o ~ , u+ ~ ,`vt PILE PILE PILE `~1 GQNGRETE 8l~LKNFAI~
MP ' ' 'r . ~ ~ , 2. MINIMUM 8 FT PILING EMBEDMENT ON ~ iu ~ Jtl 1~~~ & CAP
OC ~ ~ ~ ~ , WETLAND ` 1 j jtr ALL PILES ~ / 4 l j 1.4 a \ L1NE {T P) j ; tj ~~I FLOATING
~ ~ r / ~ 11. ~ a t ~~IE DOCK , ~a'-s^ 4'
4+ 4 •r - - / - / - t. - t ll1 I~f sir - - ~ ~y r~
/ A. , + I IlI f / !11 ~ I ~ _6, NNW ~ !tl NLW i
I Iii ~t~ ~ -3' 11~
-t 1 ~ ~5. t ~ j tt` -1.5, -1.6 r j .i t' fl; r1;
i / ~ _I,gQ / CONCRETE t t,1
/ ~ / ~ / % -i.7/ ; BULKHEAD fit EXCAVATION AREA / ff. If( r E I ! tir.
/ f i i ? r !tt ST,4TfON ~AL~' TOT,4L ~~31- _ ~t1 t eft !1! Ifs •
1 r r ~ I tlt + 1 , 4 6 ~ -1.4 :.5 1 !1G !I!
0+10 TO 0+60 1 ,4 F i ° -1.7 _ / t, 5 ~ ~ ttl 0+60 TO 1+10 19 x 50 x 2.4 22$0 CL FT , + 't = -1.8 2.4 \ 2 z t rtt 11) 8' EMB MIN 8" TIP PILE
1+10 TD 1+60 19 x 50 x 2.4 2280 CU FT / / -2~ 2 ~ y I t r ; !If iii (TYP1
1+60 TO 2+10 19 x 50 x 2.4 2280 GU F7 2+10 TO 2+60 24.2 x 50 x 2.1 2541 CU FT ' / - ~ f° AK I tttt ;t f(
2+60 TO 3+10 24 x 50 x 2 2400 CU FT ` / : I Ifj 3+10 TO 3+60 23.8 x 50 x 1.9 2261 CU FT ~ i \ TREE ~ ti II ti ~
-1• -1,6 r f r D i „ 0 TO 3+91 23.8 x 50 x 1.9 2261 CU FT ' `1,8 ~ s ~ ~ / \1 j ~~1 ? I!, co~cRETE S S E G T I a.N B~ c 0 0 C K A
3+91 TO 4+31 871 SO FT x 1.8 1568 CU FT ° -1.0 s ~ ~ t / 1 / tt! + 1 + 4868 SO FT x 1.26 6134 CU FT ~ / _ ~ t1 ~ , ~ $ULKHEAO FLOATING DOCK sca~E: NIs
2.0 -2.1 ~ i,t 4+54 TO 4+73 3578 SO FT x 1.35 4830 CU FT `1' - - f--- - 1 r j,,r t r
Tb7AL CU ~FT ~ 31571 CU FT ~ ~ ~ ~ '''E ' I I `F;I If ilil I' ~ I f l i, I ' ANGWAY t j j t TOTAL CU YD 1168 GU YD ~ % f1 I~ I I ~ ' ~ ~~~1 ~ ~ ; ' ~ + t I r
EXISTING CHANNEL DIGITIZED E C NNEL II ~ II I ~I,,I~i!II! I III e II I~,{, ~lu,, It; FROM CARTERET GIS 3+g'i-- ' - - - ~ i r t I ! t t I
,
. 7 , r
r tII t \ 0 t ~ ~ r Ili
I / v j t l f / h1 ' - . ; z:. ..ii.. RIPARIAN OWNER 1 M• 3.1 t ~ ~ ~ ~ !t~
NIF JAMES TWHITE ~ " r 1fl ~ j f i_ „ j I I I
146 ADAMS LN t _ y ~ t l L ) _G, NHW -
NEWPORT, NC 28570 ~ / ` -.7 - .'1 .,Y F l I I o -1.a, 111 NLW VARIES 23.9' TO 24.4` -3'~ ao
.3 .f v ~ „ f ttt I o r '
~ w I. v ~ t"t -3.1 I " v j 111
30` COASTAL " t t I 2 `j ~ WETLAND LINE {TYPI BUFFER w ~ r tt + ADJOINER'S ~ + CONCRETE •
j + DOCK ' .v `
4 0 ~ ~ .~,v v v `1' t i t ~~U ~ 12 x 12 w y jr t 1 t it r tt
~ I _y_,I ° -1.4 ; j I GAZEBO v v / t 1 1 Ill ' t\1
I ~ f v ~ v U.• v v v \ 111 111
i 111 1 I I, f t~' ttt ~ , f 1\1 111
! w w y v v r A\\
SECTION CC TYP DREDGING DETAIL \\\0-3.0
Jr v 'v 1~ ~ 1• CHANNEL scaLE: NTs -0.8°\\\
. 7 ~ o x-1.3 ; I ~ V~/~ v v v vvv
r ~ / ` ~ 1+64 , ~ \ \ _I/ If ~ ; w /HIGH MARSH .t1~
\
I I ~ 0"` I ~Y~` :.Ywv~v~v V ~ v \f CHANNEL EDGE \
-1. i y~ li If ? i / VI/ ~ Jr J. v v v ~ ~l ~ I! I ~ l,j\
y f' fir' _ \ ~
A ~ ~/.tip!. _I\./ _.A~i / ~ v ~ / i/ U / ~ ` FLOATING
EX. PROPERTY / I. ~ I ~ / I ( 1 ' w v' LINE r 1 1 ' t; a ~ I 0. i PR. CHANNEL Y Y DOCK
rf^'k -1 °
\ J ~ I ~ / / ) \ ~''•~,r NHW _6J
~ ~ ~ I ~ r ~ EDGE ! / / EDGE i7` I~ ~ 1 .i/ I/ \ \I/ _
' COASTAL . -3.1 COASTAL ` I t / '~^v~. ~ ~ ~ NLW 0 0 ~ \
~ ~ 0.3 li \ ~ ~ ? / t 1 MARSH ~ / . -1.3 MARSH ~ ~ 1~' i,'` li (f ~ ' (r / ~ o ~ ,
t 'L , ~ \ \ ADJDINER'S
3 10 ~ ~ / T . A . ~ . ~ 3 ~ ~ ' I ~ ...fit!-~ ~ • " / / CONCRETE 8" TIP PILE y , vv vvA DOCK ITYPI ~ x
\
\ \ \
3~fi4 Zk~ r ~ 0.1 i ~ t I/ - ~ - o \ \ o -3.2
-,.a ~ v~v SECT ION DD
1. 1vI '~~v 0 FLOATING DOCK scnLE: NTs 1 A1\
~ , , "r j ' -1 , 5 i, r Q. 0 ~ ~ ~ . r . k \V A ~
3+91 'r - , o ` h'~ n~ / r' ~ ' ~ + 1~1 POOES Q
f / -3.0 ~ / / 1 ` r 1 1~
t I1 _ 1 11 4
- a ~•.i -'I•~ -1.5 -1,( -i.8 -2.0 -2.2 -1.r q -t?.6 / ~ 1 11 1 It
t ° ~ EX. CHANNEL \ SAV 1
- y ~ SAV 30 0
x~ • I t LEGEND
-1.3 -1.5 .6 -'1.7 -1.8 -1.7 r,...._..--.--•--- ,t
-'1.1 ~.1 -1.0 4+54 - . ' 11 t+', REVISIONS :
-3.0 NNW NDRMAL NIGH WAFER No 8Y DATE DESCRlPTlON 1+ tI"' EM8 EMBEDMENT
r EX CHANNEL + t} ~ PROPOSED CONCRETE MIN MINIMUM TYP TYPICAL 7 DWG 2!27108 CAMA REVISIONS
CL ittl ~ NT5 NOT TO SCALE 2 DWG 3/20!08 CAMA REVISIONS I+ (I~l~f J~ PROPOSED FLOATING DOCK NLW NDRMAL ,LOW WATER
1 +t 3 'DWG 0131/0 REV CHANNEL
STEEL OR WOOD POST MAX. 6. D' SPACING V I ~1 ~ ~~%`r PROPOSED BULKHEAD
WIRE FABRIG \ }1
EXXON GTFIOIS OR ° -G•5 E4UAL SECURED TD \ L:~1L~L\.LV PROPOSED DREDGING 11 EXISTING CONDITIONS WITH PROPOSED REDEVELOPMENT
M WIRE + 1 `yr~~-;'-~. COASTAL MARSH t 5L. 1~~.1<s=v. + tl
FILL WITH EARTH ° -0.7 Ilt+tt >•'a ~~~•a EXISTING SiQEWAI.K ~ ~ ~ iJ LJ ~ ~ t"1 I V ~ 1 ~ O ~ ~ ~ i I
1+
iV -D.7 ° i / It 11t ° ` EXISTING DRIVEWAY
/ ~ I 1' M t,}+ ,~V~•y=~V,oYw EXISTING 404 MARSH NEWPORT TOWNSHIP CARTERET COt1NTY NORTH CAROLINA
I t~ D.E5IGNED> i++ttt+ _ EXISTING WOOD DECK I ENT' DAVID BRADLEY DWG
I •I ADDRESS: 118 ~•UENA VISTA DR.
EXISTING STRUCTURES NEWPORT, NC 28570 DRAWN:
~+t+~ PROPOSED~~i~~ Q~u t pw..A j~
~ onnoncauB~sdn~iGIIWbACfV/iA~l~ !`LICf`IlCt"1.
~M X sSL~~$~iBFIP W1eLLlr K~HUNE : [phone] RDC Lu • M 1 1 Yr{~M P~~qPTes
20' 10' 0 20' 40 ` SILT FENCE DETAIL
nMZ, tt 2 Px,i r NG t1R APPROVED.
-0.6 0 u t z PR m co ` S TROUD ENGINEERING, P.A.
SCALE: 1 = 20' SHEET #2 OF 2 FxlS a EL ~y 151A HIGHWAY 24 RDC MOREHEAD CITY, N.C. 28557 DATE:
©o ~ « -7479 1/15/08
PROJECT PM142-6 SCALE:
DESIGN FILE F:/142-6 CRIBBS LANE/PM142--6.DGN l ++~++}O RQWALD D. CULLI HER P.E. 1 " = 20'