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r~o os~ re e , ~ . , , , Vicinity Map -Not to Scale \ ~ C LLi W ~ Z
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~ ~ ~ ~ riva e arine ~ , t , a- ' -i
North _ h nl t ~ ~ ~ ` Cane o ~ ~ ~ _ ' a:3 LIJ
Normal Water Level i ~ ` ~ \ ~ , 0
Tie back to ~ \ ` \ ~
Naturpl Ground, ~ ~ tiag ~ ~
~ ®

.
Coastal ~ ~ i; i . ~ a ~ Wetlands -5 _ i ~ ~ ~
; ~ ~ ;
_ N CARP;
t ~ ~ ~ ; , ~ ~ ZZ To Be~~3emoved ; ' r
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r0 ~ 'Area = 1~~1.3 SF p~ _ r , f ~ ~ ~ ~ ~ SEAL 9~-
rl J _ :1,, ~ ~ , 0226088
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05 IooB
t I ~ ? ~ ~ 1 L
LEGEND - ~ ' , ~ ' ~ ~ _ No Wake Sign , ~ ? • ~
~ No Wake Sign a • S
X Inlet Channel , - ~ , _ , M aI `
0 No Inlet Channel ~ i ~ ~ ` , ; ~ ~ ® NO We a e ~15Cilar e , ~ d • ~ ,t ~
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:NOTE: ~ C ; ...All elevations based on ~ ~ -2 s
i ' ~ 3 al , mean) water leveh
r/ • d ~ 1
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_ ro ose re e APProximate Amount of
,S Spoil Material = 280 cyds, - j
is rus rea in u , c
_ a e~r-s
1 W
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MC 0
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54' _ i _ ~ i a ° G., do m - m
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- - _ Coaster Wetlands -
To Be Removed To Be Removed
Existing.. :Existing ting m
Coastal Coastal Wetlands stal
, Wetlands ands
i
Normal Water. Level N \ \ ~ , \ - ~ ' ~ \ / ~ Normal. Water Level ~ r
/ . , _ \ \ \ \
(0 SCALE: 1 " 20'
'B{atom of Channel. ~ ~ ,Bottom of Channel ~
/i ~X~ , , ~ " ~ , ~ D. DATE: Feb. 25, 2008
\ \ \ \ \ / \ \ \ \ \ ~
. /i, /i. /i R 15' - 24' 15' 15" 24~ - `15' Rev.: March 11, 2()08
:Material. Below Normal April 28, 2008
Water Level To Be Removed May 16, 2008
C CAD: SLB
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Not to Scale Not to Scale FI FILE: P060041 KF

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L GRAP~~IC: SCALE
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.

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A : . l" r.:,. , ' Area ~~1.3 SF _ o ~ . .4
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/ ~ ' ~ LEGEND No Wake Slgn ? ~ , ~ /
. -
~ No 'Wake Sl n - : I ~ ~ r 9 / i I ~ .f - t. nlet Channel _ . ~ i r ~ ~
I . ~ r 0 No Inlet Channel
~ - ~ s_ ~ ® No Sewerage D 9 ~ ~ - • . ~ ~ ~
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, NOTE:` - , .
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'Approximate Amount of - ~ . ~S Spoil Material m 290 cyds. , ~
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To Be. Removed r , To Be .Removed Existin Exlsting 9
I ` Coastal Coastal
Wetlands : . , .Wetlands ds
. .
PJormal Water Level:
_ , / ~ ~ Normal WatE.r Level ~ . . -
N N / I bU 1 -n-.~~r,-,- / , 1
Bottom of Channel Bottom' of Chc~nn el
SCALE: 1" 20'
DATE
~ ~ ~ ~ /i, r, . r DATE: Feb. 25, 2008
15 Material Below. Normal.... . Rev.: Rev.: March 11, 2008.
Water Level Ta Be Removed April.28, 2008.
_ - ,
CAD.'. CAD. SLB
to• Scale Scale Not Not to ~ FILE: FILE: P060041 KF
_ ,

1115'-d ~
t 115' - TOTAL BRIDGE LENGTH TOTAL BRIDGE.LENGTN
_ t 14'-1~2' t14'-1yz t 14'-1}'2' t 14'-1}2' t 14'-+~' t 14'-1~2' t ~
c/c c/c , c/c c/c c/c c/c. 14'-4" ~ ~ ~ ~
.CAP ON BACKFILL (BY - tr-z1 0 I ~
( BACKFlLI BY PILING OTHERS) E OTHERS DECK & w ~ ~ ,c~,
CURB ON STRINGER , 34' 7~lBER GUARDRAIL:. CURB BLOCK WEARDECK
FINISH :FINISH - ? ? r ? ? r ? ? ? ? r a r ? r r ? r ? ~ Eb=8.33 .I I I I ~ I L W
GRADE GRADE EL. 8.39 Ind ~ V
~ M ~ ~ b I. I a I L, a 5 ~ iii I I I `I I I ~ li ~ N
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H5 TIMBER - H5 TIMBER ABUTMENT b I. i ABUTMENT ~ ~
~ ~ SPAN 1 ~ SPAN 2 ~I 9PAN 9 ~ SPAN 4 ' ~I BPAN 6 ~ SPAN 8 ~I SPAN 7 ~I BPAN 8 ~I ~ ~ ' Q Z ~
14'-ty2

102'-0" . 1df PILING TYP. Q roR Asur?,1ENr Plon ~eW of Bridge .Deck ~ Q u, ; ~ v ~
' Plan dew of Bridge Deck . _ , Design by fork Bridge Concep#~ ~ ~
- Desi n b York Brid el Concepts _9 Y 9 nts. ~ ~o~N 1 ' ~ Z ~r
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/ ! 1~ d 1 i.. ~ Lot 33 i , r i 1 f ~ ~ W 1
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I i / ; . , ' ~ ~ i i a ,t r I : ~ t Pro. 115 LF 14' Wide B ' e I i i C~ ~ f Lot 35 I I ~ 3I
STA 0.00 ath ~ , ~ invert=2;14 ~ I ti I~ I L, ~ I + ~ I.
1 ~ I \ I ~~II Il 1 I• I , l TA' 8+ 6..31 Street A I ~ I: I I ~ I I 1 I:
- - _ _________________I~_ II - 1 I
~ r- r . ' 60 LF h5 RCP ®0.2% I I I , T--- r I I I / I I:t I ~ I: r ~ r I j ~ ~ TAR-PAM BUFFER ' ` I U _ ' 4-}- q-~ . ~ L Area = 0.03 -Acres
/ j ~ t I/ I I i t P T IMPACT AREA No, 2
6 p
i- I I I / _ I ~ h 1 ( I ~ L l I ¦ ¦ h I l j I i I Average ~dth =_30~ 1 ~ a. ~ I ~ ~ ' Average Length - 50 1 I ¦ ~ Proposed Fill for Bridge .Ramp
. ~ I II I l ~ t I ¦ ~ ¦ I
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S 3 6.1:0 E . ~ ~ , . ~u . . ' ~ ~ I ~ Q~/~ FfJN~l9~31VMW801'AQNH9QNRr113N1 I ~ 5 ~trrrnpa3ba~~a~3o • r' I ~ ` p11lIIlU~~~~
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r rtvert=2.08 / / - ~ , I ~ r .a C'' I - Lot 36
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f~ 11 ~ j F ~t1~; ~ ~ I 'i I I I r ~ ~ ~ ~ /1 Q ~~~~~hAiii RU~~~,~~
1 I 11 / ~ i l L I , t . ,,r t ~ I` r r ~ ~ ~ Wetland. Impact n~ Z B~Z,pDB + o I Areo No. 4
! WETLANDS I Q ~ Area 0.03 Ac.
~ ~ b, l , r., t Lo,~ 37 I , : / \ ir' 1 , w i i I: I `1 ~ Averoge Width = 3p'
~ t~7~, 1 t I, Tor-Pam --7 I Ir 11 I ~ I Ave(p9e Length = 4~'
~ ~ 1 ~ ~ ~ 1 - A II ~ Wetland Impact f- • . ~ , Buffer Im act ,~r•ea No. 1- 0.01 c _ I rn 1 i I , P I _ , 2 c\ ~ Area No. 3 1 I Proposed :Fill for Bridge Ramp
rl . lot I Length-~~0~ t I Q ~ l Area = 0.04 Ac. ~ I ~ \ ' Ir ~
i " t1 : ~ . 'n ° ' I ~ % ,Proposed.=T r Filli F:Bridge Romp i r. Average Width = 30' t _ t W F, I t , ! . 1 ~ Average Length = 51 i:1 ~ , I` ~
, . t o I . , _ \ \ ~ Proposed Fill for Bridge Ramp,.... I ~ i - ~ `
8
V _
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CAD; SLB
- - r7 ~ , „r ~ r _ SCALE: 1" _ `20' H:
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J 1 " = 1' V J W
(0 ~ ~ f
IA t Aroa DATE; Nova 17, 2006 f0 REVISIONS
_ - N + -
~ Dec. 12, 2006 a ~ >
O ~ ' t Q Sepf. 20 2007
w c~ ~ o ~ FEB. 27, 2008
~ BRIDGE c m BENTS TYP. c O
Z c m ® APR. 28, 2008
~ c w 0 W FILE: P060041 KF
m i
1+w TW 2 3+00 000 - 4+00 5+0 C-B

S 13'2753" W
30,00, l A+r \ 10.66. `
Le end _ n ~s49'gf`+ r ,.111 C1 -r--- I 1, N Top Hand Rail ~
EIP Existing Iron; Pipe:.. ~ ~ J a ifs EIS - Existing Iron. Stake ~ ' r aa+ , LINE TABLE Q ,
IPS - iron Plpe Set T . r a~ ! , ' LINE BEARING LENGTH ~
' MNS - Ma netic Noil Set 70 70 ' :Hurley. Ebdrn 1 H ~ / 9 COASTAL WETLAND I - L1 S69'S8'38'E 24.04 ~ ~
PP: -Power Pole Street ~ ~ ~ & wf. Louise L Eborn , \~f - _ I - _ - - 1 , PIV . - `Post Indicator Valve R/w Deed Book ?Page 724 rri 3,~ ~ UNE _ • Deck L2 S09.33'4TE 34;19 0
404 Wetland Impact ~ . AL ' - :,Area Li ht o ?°%P , / 1 r ii ~ \ , 9 ~ r ii ~ ~ Area No. 5 ~ L3 ; S18'00'00'E 38.02 ~ N
FB . - Fire E ui meat. Box C0 - '.Clean-out l; r Area 0:12 Ac. L4 S50'23'08'E 51,27 ~ L 3' Min. ---Typical 4x4 Posts I LS S52.59'52'E ...126,46 ~ ~ d`
r , " _ c` Area to be filled in _ OI • ' - Dro Inlet _ Sight Distance _ ) - 1 L6 S77.41'58'E 49.21 ~ ~
Easement, T ical , 1 ~ .13 Ac, 'a,'`. ' Average .Width = 29' , MH Manhole At All Intersectidns C6 ~ ~ ~ ` Aver'oge Length. = 176' ' nu JB -Junction Box c,...._..._: 1 ~ L7 S69'00'20'E 237.03 •1 L8 - S39.12'00'E 93.98 u?; ~ N
C (Not To Scale) < f 1 2 j, ~ 8 -Catch Basin _ ~ , .
WV -Water Valve - 1 r ~ ,~i v _ _ L9 S34.54'02'E 106.72 ~ Wetlands ~ LIO S18'44'43'W 25.10 ~ Y O
GV bas Valve _ ' ith - C~ n"' w" ~ -Power Pole & Gu Wire 1 r~l W W y W W W W Lll S19.04'IS'E -.42.80 WW }
Y_ - r rr ~ ' r, a , 404 Wetland Impact Q' _ `Fire ;Hydrant ' ~ n ~ 1 ~ ~ \ Area No. 1 ~ F AN L12 S38'20'13'E , - 56,76 ~ O ~ X
DQ - Water Valve Pro. fence ri iu' _ : . p~} w Area 0.10 Ac. EPK : - Exrstmg, P:K. Nail I r,~ r ,u t ~ \ , L13 S50'34'16'E 69,01 ~ N ' Q Wooden Walkway Detail`. ~ ~ Q ~
r rr 1 Area to be filled In MBL - Minimum Building Line Property r` r rr i Walter Lee Spencer r , i nts ,L14 - S75.29'03'E 87.84 ~ , L15 S66.44'35'E 145.80 ~ ~ p z
BO Bolls une,:, . , :II n 9. ; _.z _ ! Average Width. = 30' - rd Deed Book (i08 Page .520 1 FL ` Flow tine l x 336 SF , ' Average Length = 151' \ L16 S36.0T4Z'E 244.81 ~ Q - J
a CATV- Cable Television Line 5' a Ma of N.B. S encer Heirs. r ~ ~ Orr w - - See p P ~r _rrrr ~ > 1 _ M ~9 ~ L17 S73'0T25'E 36.39 ~ J O O ~
x-x-- ,Chain-link. Fence 5' i i. by W.C: Rodman & L E. Waters r` h ~g \ ~ No. 2 Elevated .Walkway F 6' -Wide Wood Walkwa L18 N76.53'15'E .35.71 ~ ~ ~
_a-a- - Wood Fence. i i ; R 77 im'~~`! r ! ~ Y ~ June 9 19 r ~ i ' rn / \ on Piers, See Detail. 1 ' A SIIde 134-A rru L19 - N69'2Tll'E 38,92 ~ ~ Q ~
e _ Water Mefer R R , Plat Cabinet . r r n ,~--•I <~; / ~ ~ : _ _ 1, i .r +rr ~ ~ 38275 ,~f ~ 11 t ~ , . Length - (i54 TAR-PAM IMPACT AREA No. 4 20' ~ ` L20 S5T35'46'E 20.48 ~ ~ U d, Average Width = 6' (Elevoted Wplkwoy) L21 S26.21'1TE 24.98 N ~ _
OVerhe ~ n \ 241 r w i ~ See Detail - ad Utility Line Dreh10ige laid Utit)? , \ I r r, o , ~ ~ ~ / f` ~ f - ZONE 1 = 30' x 6' =-.180 SF L22 S33.36'S8'E 44.22 ~ p ~ N
EOP -Edge of Pavement ;.E8891118M DEl18i . ' > ii ~ 1s ~x / i - , i t9• V / M 1 ' . Water Depth Approx. -ZONE 2 = 20'. x 6' = 120 SF ' . L23 S56.5T12'E 91.82. - O TOTAL IMPACT = 300 SF • ~ L24 S64.40'36'E .54,37 ~ ~ ~ ~
FES Flared' End Section tNet To Scaiel ~ ~ W I . i ~i rri 186 SF ~ ~ . `a'- . / _ r r \ 3' at End of Pta - _ - Area Light : ~ I ` rrhr I , , °tr,` . ~,R r ~ O based on Normal
~ N I r iii j+• ~ . I r ~ ~ \ water Level TVY - To of Walk : ' ~ yr ~ ~ ,.---~-~T I L L25 S85'09'15'E 32,21 Typical Pier Dock ~ LLi ta' L26 S74.21'42'E 46.45
TC To 'of Curb _ ;v r ~ - l ~ ~ 50', Wide Access. Easement P a n r II As fi - As halt M ~ ~ I r " - r r ~ P P I oaement Not to Scale. ~ li.l L27 S85'31'15`E 68:28 D? CO
Pro:. - Pro osed ~ o ~ I ~ i i ~ - , ' ` ~ ~ P • 2 r 17486 SiF • ~ ! ~ , L28 ' S58.44'S9'E 57,87 ~ C T -
P _ ~r : ~ , ECM - Existin Concrete Monument ' Dorothy Spelrtcer r I-~ ' ~ r ~ ,yv • • 3 L29 S08.06'i?6'W 7~,8- '"'a
Deed- Bdok ? Page 418 _ r y ; _ , _ - ~ i ; _ GW -Guy:Wire r ~I - - ~ _ I •'::...r:: \ r e L30 S0T28'45'W ? 81,58 N (L I ~ J ~ L31 S20'44'31'W 50,93. ',U .
RCP - Reinforced Concrete Pipe . I rl o .......::.r:: r.:..~ ; / ~ . See Mop of N,B. Speencer Heirs. r, r Irl No: 1 Elevated Walkway ~o ~ L32 S46'll'STW 43,73 O W
CPP Corru ated Plastic PI e P m I 42616 SF 6 ; e g P _ - by W.C. Rodman & L. E. Waters.., euffa . , o CMP - Corru ated Metal PI e ~ , 5 , ,y,,,,... L---.~ C14 , • 8' Wide Wood Walkway ~ ~ L33 S38'06'16'W 38,59 ~ U F-
-June 9, 1977. 19918 SF ~ ! e NCGS- North Carolina Geodetic Survey Proposed Berm i I~ ~ I , T a - on Piers, See Detail. L34 : S54'28'Ol'W 47.46 Length = 561'e t0 L35 S62'09'45'W 36.93
NAD - ..North .American .Datum Ldt 5, Plat Cabinet. Ak Slide 134-A- I _ _ ~ _ _ ; v r - e To 5e Uaed + •'I 2:3b.3'' r- ~ r - - - - - > ry.~0• , N Northing forspol Arco I tl ~ l _ ' ~ Ie • 1S See Detail L36 S40.09'18'W 37.99
See Berm Detail I I - - - ~ , - la I / - ' ~ E - Exsting , II ` I la , , p ~I _ ~ I 41,0 - - - - ~ti~~ \ TAR-PAM IMPAC'~ AREA No, 3 L37 S06'20'0TE 27.93
• Ex. Existing r' . I i I I SF ,y 6 y9 ^ Inv.. - Invert I I I 4 _ Average Width = S' (Elevated Walkway) L38 S0T59'22'W 77A5
SS - Sanitar Sewer ; "'A ~ I r- - - ; ~ . ~ ~ Y t sl il, 0!19089 SF - : I I a. -ZONE 1 30' x 6' = 180 SF L39 S45'S1'00'E 44.68 50' ode Access Easement ZONE 2 = 20' x 6' = 120 SF L40 S45.4T10'W 23.83
James C. Spencer I i- PVC,.:.-' Polyvinyl Chldride I :I III I € ,L - ~ ' :.'Deed Book.. ? Poe 30 I ~I h ~ AL Rio I _ \ ~ , \ TOTAL IMPACT = .300 SF ,
CP - C6lculoted Point ~ 9 I I x7. I ~ ~ _14 • i . _ ; • DIP -Ductile Iron Pipe ~ • (See Map, of N.B. Spencer Heirs r I I I r I I L41 - S81'S6'45'W 32.51 ti°' 142 N82'46'34'W 4L79
_ II i IrI ~ ~ N X19 -Conc. .Concrete by W.C: Rodman & L. E. Watery I I I 3 F I I1 L 20506 SF / o _1 ~ / • . I. , , , .g L43 S44.54'07`W 14,92
R/W - Right of Way ~ r I hl $ 18441 SF t` I,~ci I ~ I June 9, 1977 I III 0 TBR - To 8e Removed I+I , q ~ / Water Depth Approx. ~ 50' TAR-PAM. BUFFER / L44 N58'28'43'W 19.86
:Plat Cabinet A, Slide. 134-A ~ i=. li' I x. • r f MW ; - Monitoring Well ~ r. ,r I I ~ ' - - / 18 / ~ ' \ ~ , - _ 3' at End of Pier ~ L45 S44'29'40'W 24.62 based on Normal. _ L46 S84.45'S8'W 26.19 ;
-Centerline I ' - ; L h' 23as,-- I 5oR 1~ ' ~ 24249 SF ~ ; 2Q > ' - {I I MBL / I r I a Water Level :
Bld Buildin i_ ' - I -.st I I 51 / \ \ / 9, \ ~ ~ 9 9 L ..r I I , . ` 73 \ / ' t ~ 30420 SF _ ~ ~ \ i _ HVAC- Heating, Ventlotion and, .::_.::_:.._..._:.._..._1 i ~~l I o -a I i i. l _ \ \ ~f / .rz- \ 1 ~ 9 , _ L47 _N2T02'12'W 13.52 ~ . _ L48 S71.1T54'W 18,34
.Air Conditionin - ' 9 / • • r ~i I m°O 18441 SF ~ I ?i i 1 / ~t , I f , ry6 ~ - HP - `Hi h Point I i, I 01 x , _ ' i ~ ~ ro l w ; ti o• ~ L49 S39.33'Ol'W 29,99
LP . - Low Point • / I~~I r;1 i - - _ _ _ / r i ~ / a _ 34332 SF : , ~ „ r , i ti .ry (1 j 418 9 ~ L50 S88'48'S4'W 24.20
S ill Li r4 I , ~ I ~ V \ ; , ~ e9, _:1_ ` / Sign Easement I F, ~ I ro This l.ot b \ a' , ~ a ~ L51 S58.30'02'W 56.48
• o, / ; a I I j I j o resenrod tar - f±r .dK. y. - , ~ ~ \ \ 6' x 6' Tapping Sleeve i~: a I I II , septic, Active ~ I ~~ry \ \ i1 ,8, , ~ a'' L52 S55.20'S4'W 36.97 _ ! , ~rtunluirrrr _ ° L53 - S43.05'25'W 51,14 CAR ~
- k 6' Gate valve i I 8441 FR afl Area. for :•:::r:::::.r::a~ I / ' / \ ~ ' ~ ~ / / . / • i i ~~l t _ T I Lo 27. i 212 SF i L54 S8T4Ti5`W 28.69 ~ ~ " ,
2 I I ~ "Y30:8'•- -~8E = r _r. - ~ • , . \ s2~s 30654 ~F \ ~ L55 S52.06`50'W 29.84 O,~s;
404 Wetlands ~~f - -1 06 o, \ , r X34 • _ ~~3, 473 SF T .L.._ ~ : ~ Normal VVoter Line L56 N76'18'S9'W 50,17 - ;Q~ S~~ 9<.
Rhodes _ - i ~ . ~ ~ ioos'~ h / x` / \ ~ S . - r^ / Arnette Michelle r - I, ~ ~ f I Deed Book 1085 Po c 440 / I ` AS LOCATED MAY, 2006. L57 N86.40'S2`W 47,27
J, : I ~ . 2 •I ~ I~ ~f€~ See Map of N.B. S encer H . I I ul ~ I I 27 ~ 024 L58 S79.13'49'W 29L91 022608 ~ ~ i i~J -L *~8884 S/~ L25 "[,26 L27 L59 S16.10'22'E 90,24. I~',
Plant 100. b W.C. P errs PBI, ~ 1392; 5~--~/ I ;25 I Wax Myrtles Y Rodman & L E. Waters I F nl. 1 I ~ ~ .ya:-' ~'~s•; ~ L60 S29.O1'31'W `287,16 '~i~~ ~C~~N'`'
I11 r _~Aancn 1 L Ygvvr - - ~~9: , 1 .I '26211 SF r _ r - 1~ 8 on center June. 9, ~ t08.2' ~ r~~ a 1977 lal r, M .QO,ZF:B9l~7-- r , 24 1 I SF ~ ~ ~ , \ ~ - X28 L61 N78.1T53'W 74.65. ~~ii k q, RU55~~`
Lot 7, Plat Cob' lul:~ \ v ' I rr~~ , m _ ~ . inet A .Slide 134- I 'll r ~1I < I• r ~ A fa Lit 27Easement I rl 1 9 • rrl= af+ 32Ei65 S 1 Pi Tqg i ? AL ~A.g--~ ~ ` 28 L62 S58'20'24'W 33.82- gran i ti1ti~~
I SI ht Distance - i , t 1 `411 ` g6.9~~-'' QS~ ~Y ~bE ,1.14 Ac L63 S62.49'Ol'W 71.17 69.-''- n,, , tt~~~, \ ~ L64 S14.0T25'E 31.78
3 I 1 g r I i+s ~ ~ ~ 23 ~ _ Typical I~. Easement, Typ. Proposed Berm I qrr' a Iq n ~ - 40 House ~1 I I.. 404. Wetland.Impact see Berm Deto9 I r 1 n R. \ ~ ~ ' , a~ ~ w° ~ ` ~ ~ ~ ~ i ~ `J L65 S32.31'1TW 10,77
3 r - I rqr \ .~r,. ~ ~ 17044 SF ~ . ;v; `Area No. 2 Toe of Berra Is to 1 a?• ~ d 5 >>5,,- t. r=------- = begin at 5 feet from 1 hi eC ~ ~ : i ~ ~ I / ~ ~ ~ ~ l66 N88'5Tli'W 237.71 ~ ~
_ 50 Typical 12 Wide, ~ " ~ , t , ' Areo 0.12 Ac.. , rood aide Swale. : 1 ,ri+ 1 1 II L ' v \ i 20 ~ ~ , I lid,, 1 III ~ .8 i' -•xi. F. f ~ . I Ar.eo_to: b _ f!! to _ ~r Drivewa a ed ...T~.t~,usrd _ ,L v g~, w ~~'~n •ra. ' ~ 4 _ _ k'F,1 ~95 ~ ;l,67 I`IE6''2'~~"~ JO~G3. - - ~ to ~ ~ -1 .
. ~ , for S oil Area r 4 ~ I ~ . - : ~ • . I Avtara a Width = 34 , P I I,, ! / , Pro: Berm Detail ' • ~ ' i 9 _ i 016289. ~ / , / " - ~ ~ ~ ~ i ; ~ \ . \ ~ L68 N76'43'46'W 70.67 r M ; 429 SF \ \ I o L69 N86.00'SB'W 74.35
r~ Avt.rage Length - 121 L / ,I / 'r^~ 2t3 ~ r . ' nts I
J Road . ~ p I I~ J 19346 I¢ / , o. 1. ' Ex. 6 Wate+r Line I IQs.. 'lh 45,1 / i ~``m VI ~r~~vj / Il 1.06 Ac 1~ `~327~3~ SF ~ a ~ ~ , ~
,r"• ~ - ~ 1 . • Ethel Spencer t I Pr Berm I I centered on I r r ~ ~ UI , 4 n ~ ` , ,
, e Deed Book:? Pa a 414 I r,r . property fine.' I , ~ ,.S,34 V IU / ~ ~ i ~ , der T Ical Lot Foot rent 9 I I / ,y ,t ~ , _1 1 ~ p _ To be used I " ~ rt!eC ' / / 1.48`r~l SF ~I' . ~ ~2 en ~ 32259 SF ` r"- 2 \ ~ - 9SF` ~`.L J M
See Map of N.B. Spencer Heirs I r fa span Area I la $ I ~ ~9 • I3 ~ See. Berm Deto1 , I ~ 6 4 , , - a I
by W.C. Rodman & L. E. Waters , I a ;ll I ~ ~ , /•,e / \ 33 I ~ June 9, .1977 I ~ g1 v ,
Lot S, Plot Cabinet A S i " - I ~ 0~i ~ r r ~ e~ ' i' . 9 % s 2b130 SF - .e. ~ti - ~
18 6 18' I de 134 A I: I I 10 Sewer Easement h Ir \ .22053 SF r0 ~ : ~ • I .I for Lot 28 r\ i4 / , ~ ~ , \
i UI i ~ I ,k ' j .y Finger:, 3 I I ' I ? \ ~ Illr / e; o
Z Pier I i;rl I I N I 9. ;-~,,6 SF ~ . . ~ p t 'k :'-G- , z~, , k ~d 3 ` z C
T icol I I 1p . IP d 18 Wide YP r v I Pro ose , I ~ ~ t_ ~ ~ - . Bast Shp ' 15 I i ~ Concrete Badge on Piers - - \ " ~,'y5 404 Wetland Impact..
Mooring i~ I I / ; q.., - / ~ \ , , . - ~ 4 ~ Area No. 3 L
g h, tQ `%-'"I ~ I' 6 i r ~ ~ \ 12' Wide 14•i, Area =.0.04 Ac. ~ t2' Wlae W Average Width = 30'
r I I o~i A./ 1,33 Ac, , ~ ~ ~ Pavanent .1 Povanent ,1 ' •I Average Length = 51' U
. • g Proposed Fill for Bridge Ramp ~ L. 0 - ~ \ C L
_ ~ I 'fo I i eP~ Active ; ~ , r - ~ ^ ~ TAR-PAM BUFFER 0
• I r j $ ' . ' h I ; ~ \ e air Area or'' ~ ~ r ~ ~ ,oti' > , z, ~ ~ IMPACT AREA No. 1 j Z
No Wake < a 'I 28• ; / ~ I ~ \ . y; . • No Sewers e I i Lee Thomas Spencer , a _ Sign 'Sin ~ I and wf. Ethel S. Spencer, ~ I ~ % : ` ~a ! ~ o<' % x. ~ ~ ~ Zone 1 Impact = 30' x 30` _ 900 SF ~ ~ 0 1.15 As? ~ `~9 Zone 2 Impoct = 20' x 30` = 600 SF
_ ~ ~ i~p Deecl Book 1001 Pa a 130 ~ %x / , ; w ~
I r g , +o' - a~ i a . ~ , i ~ Pin Nu ~ , ; . / I ~ 1 .2' ss . ° Roo mbar. 6694-27-2665: or . ~ ~ , oa ~ ~ Totol Impact = 1500 SF R° / Proposed. Fill for Bridge Rargtp
I .;~i I 6.98 Acres r Q. I i-'' ~ ~ - / I 1.01 Ac. Ir. i~~o~e ~ ~kp COASTAL WETLAND ~ Q P e~~ (~~k L42 L41 LINE
NOTES: ~ i I ~ I ~ / I I , 11 1 d Q r 36
2881 SF ' ' 1. Dock Width = 6' : (Q I i, ~ i I I i 35817. S . I , 40 , / 2881 SF/ 0 _ W w+ L5
2. Dock Length Total„=.:921 , , I , I TAR-PAM IMPACT wAREA No. 5 ~ I I ; I, , 3. Fin er Piers Note. I ' ~ i Average Width = U (Elevated Walkway) ,I 2.09 Ac: I / r I ~ A. ~ h1 y' ~
' < a. T t I = 50 Tar-Pamlico Ri arion Bfaffer Zones are a I ZONE 1 = 30 x E> = 180 SF ~i / q / \ ~ ~e ~ ~ ti ~ 3 50' TAR-PAM BUFFER Gt L ~
b. Length = 18 measured from #op of bank of ditch or .creek. (Q I r , o ZONE 2 - 20 x b = 120 SF y • - I ; ~ - .I _ I I i • ,y 0 _ TWICE RADIUS OF BALL
c, Width = 3 No activity is permitted in ~Ane 1 (first 30 ~ TOTAL IMPACT - 300 SF I, I, ; ~ - 9 9 I ~ ~ r•- ' .4. Moorin Pilin s Limited activity is allowed in Zone 2`(20..): ' - ~ ~ ~ I . L54 ~h J~ ALLOW THIN LAYER OF SOIL W - ~ TO COVER BALL LY
~a I - I , , Owner Develo er to consult S. 15A NCAC a: Total = 50 / P ~ - - I , ~ L57 L54 Q ROOT BALL TO BE 1/3 - 1/2 ABOVE • g TAR-PAM BUFFER- ` ~$6 V~. 7 MINIMUM STRAW MULCH EXISTING GRADE. BASED ON SOIL DRAINAGE '
b. Diameter = 12-inches 28.0259 before any. disturbor'fce within buffer ''gip i i ~ I ! °s~, {S6' . ~h 1 43.53 zone:.. - i ~ I ~ w I / I L58 IMPACT AREA No: 2 IMPORTED TDPSOIL U •n" Zone 1 Impact _ 30' x 30' = 900 SF _ ~ r ~
w~{ _ N.a,T Lg"Olt" E . , _I I. ~t f-.~h .~s - o ~ 7 rY ''=i' 4u4 irieiiond impoci t~ _ In o ~ ' ~ Area No. 4 p ~ ~ - _ FLEL B?CK BURLP? ON L~8 .,HRUDS . ~ ~ m ~ Im Oct :Zone 2 impect _ 20' x ~0 - 600 SF " "
R=2 r' S Z. :5 ' Total Impact = 1500 SF - - - ~ _ 3 3 Ac Proposed Fill for Bridge Ramp -
T~ ' PaCY1IIC0 R~ ar~$n ~@r Zp~@S 570. ~ r: _ 4?84,x. ad N - I ' .I'- Area = 0.03 Ac. p I . .r _ r ~ Normal Water Line , N 01'25 31 E ; oP f , v Avera eWidth = 30 Ith = 30 III-~ ~ ~
5.2 ' o ~ ~ ;--a-. ~ ~ AS 10CATED MAY, 2006. 9 2 I I IaP 40 IaP - ~ _ Avera a Len th 43 2 p0 Z 9 9 I th 43' • BACKFlLL t PART COMPOSTED BARK I=III_I g I I WITH 5 PARTS EXISTING SOIL
I i I On "--3 Proposed Fil( for Bridge Rat _ i , ,.2 !r I-III- - II for Bridgs Ramp • • • _ -
In I ~ i COMPACT BA -III III= ~-III-III-I I - CI(FlLL IN BOTTOM OF HOLE ~ M
' I I / . I _ sH
' High Water Line, SUB DETAIL o
41 • A _ r;. it , `,~.c~ l '
. o . 9 _ NOT TO SCALE j~ N rn ~ cz W o:
v v- Y r• v W ~ ~ I i. , + , ~ 21I 2 ~ ~\\1 \ 0 Nafmal Normal Water Line ~
Y W vV W W y.rD~ pI rll I 40/. ,
W W V W W .Qn 0 n Q 11' 15 p 39.'\ `I l ~0 V 9° ' ~ Q. _ RIG`iT OF WAY ~ GAD: SLB ~4
Y W v W Y y W W Y W_ 17NN I~~ ! ll`~_, 16 pt .11 3y ~ I+ r~ll < U ~ , W W... W Y W W Y:.. W y V•. W V _ _ his., l+ ~ >8 y7 J~ 37 ~ 1 ~'F _ _ Law.W~ s 20 s' s' y 14,.008 SCALE: 1 = 100' Low Water Line SHOULDER PAV~MENT 2" I-2 SHOULDER DITCH ' d Spoil. emoval
_ N YV- v y W V Wi V'Y ,W .,W Y Y. WI 1 \ ~ \ 1~ 1. • I 9 ASPHALT Access Drlvewoy.
V- W W W W:.~ y W. Y W ~ W Y.. W W V - I- I Q \ - O.- ~ 34 3 ,`J1 1 !r I , - I ~ \ 5 6`~~- No Lunar Tide Lunar rde 1/rF PER FT ~ - DATE. Nov. 17, 2005
~ r___7 ` \ \ ' 1" PER FT fff ~ Aprl~ 28, 2008.
Zone 2, Y W: W... W W W.. 'Zang 1 30. W. W - W W' W W W:. r_...W Temporary 20 ;ode I: _;;;~~g.. Se;\,_"`"\ ^\1g PER FT 3.1 *~'oP Add Berm along REVISIONS Nc ss. 1Q Dec. 12' 2006:
undisturbed Truck Lo ing Matt l ~6 16 ` managed v, y . v. v v, .Y .Y v v I l I ` forest fo Channel S oil. r,~, \ ve etation P _ I I I . 9 \ \ . 6
Y .Y 9 ' v, r, r• ` . vegetation r- W W W W Stream ~ W Removal. a I ~ \ `V \ ~ L W... W W W-~~ W ~ V, W y. V, W W •Y. y ~ ,,Y V I` L69 +l 6~ 1' - s~o~P'~ a" AI3c ®March 27, 2008 1 t1 NOTE: IF N.C.D.O.T. APPROVES, 6" ABC Add Berm to acquire © ~QI1. ' 9, 2007
~ r..... --111 ~ _ r~n~T7rr crnr~ T 1, 2• etin i_~ eccuei r uev ac i icrn iR i _ ......,...._..a s.__ A
I' ~oC (i ; ; i ?.`;ill 171bt1r 1lll~ r 7 V tiLL Y W W W W W W,- W y W W' W W W W y y_ W W W N I Ol 8'42pE UEJ c~aancu~Z3 Jan. 10,.2007
W W W W W.. W.. W y ...W W W. W W W lv-. W J ('IV [I V., y_ 108J8 I - t, ~??.1, c ~o 100 o so toa 200 Adjoining owner. ROAD CROSS-SECTION , TYPICAL EXCEPT,WHERE OTHERWISE NOTED ® Feb. 27; 2008
W W X33 ? ~ ??L6Y~G. ( 11 V Y W WW W W W _W W W W--W W W W W W W WW.W_ W W WW W -J• W W W W WJ>W J I yr I ~..__i~\ STBC Feb. 12, 2007,
1. L/~ Y W W..W 'W W W W WW WW W~W -W W WW:.W W - VI ~ - Road Cross-Section must be verified by or ABC Remove Berm from Q April 6 2007: Geotechnical Report prior to construction. Adjoining owner.
( IN FEET )
L , 1 inch = 100. ft 8 Sept. 20, 2007 FILE: P060041 KF
® Sept. 6, 2007 CE-2
Smith Cree k

X BRAGING.REQUIRED 0 EACH 'BENT WHERE HEIGHT
EXCEEDS 4'-O" FROM GROUND TO TOP OF PILING.
.SEE 'BRIDGE ELEVATIONS FOR LOCATIONS.
GRADES BASED UPON P. DOCUMENT
OBTAINED FROM CLIENT.
ABUTMENTS ARE PROPOSED AS DEPICTED ON DRAWING.,
UPON FURTHER INFORMATION SUPPLIED TO YBC,
REQUIREMENTS MIGHT CHANGE..
SEASONAL HIGH WATER ELEVATION, WETLAND
DELINEATION, AND/OR -WETLAND BOUNDARY
INFORMATION NOT PROVIDED TO YBC.
"am o,Im
YORK Bridgecreek Pointe
tgow LMqM M`
BRIDGE CONCEPTS
0 0? o ?? o Bel3haven, NC
She ;Professional Bridge Company
YM
.t 1.1. =.d - ?'°?e °P`va'w.a? ? 207199B
WmW.d by It. -th. enAmrt .rAl.n pmrdefw from Yak W4.
1o2'
BRIDGE ELEVATION
Scale. 3/1:6,, _ 1`°_0"
GUAR
BRIDGE SECTION
Scale: Y2"
ammm Lam
As Shown HS-20/44 (L/500 Deflection)
AFF010 6f DM APPONM
Linda Clay
?4
am WMt
Timber Bridge
Timber Vehicular .Bridge

(13Y
D @O 1:,'
MAY. 3 0 2008
R-WATER0JAUTY
S AND STORMMATER 8W M
:E 4!=Q"
(_-TdFAL BRIDGE WIDTH

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1
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1001 'o racer
ook
Page
1,30
ProPerty u .90 - .20'
Not to Scale

Walkway \\\\\ I ??\
Lot 41
_ \II I, I\ \ \\\??\
, ?\ \ a e
'yea e ?e
?i \ \ 25 elo
Long
x 15' Wide 1
Boat Slip •v 24
Typical \`'r 1
Q
Proposed
45' 3Q I?; v ?? ` v 20 x20 Cover Platform
.. 15 22' ;fig 24'x24' (Roof Line)
16 ? 1 38 \\ \
.z 17 37 144(
1 33
Apr&Rosed 8 1 9
7 ??
ock\Details `, 4 4 35
(ee ?Sheet- 2)- - / / -4 \ \ \\\ 01
\ 0-- ; _ -? R?` \ \\\
7,0P 0 Bar)
erty
Line _o a /• \\\\
'9t) E3
?X
L \ a
O\?
LEGEND
0 No Wake Sign _ - --
X . Inlet Channel -----?
O No Inlet Channel
® No Sewerage Discharge ___--
Proposed
? \
Smiffi-
cr
NOTE:
Al
l elevations based on
normal water. level.
PROPOSED MARINA
Bridgecreek Pointe
N.C. 99, Belhaven, Beaufort Co„ NC
Scate, 1' = SO° Date, Jan. 30, 200£
MACK GAY ASSOCIATES P.A.
M G CONSULTING ENGINEERS LAND PLANNERS SURVEYORS
P060041 A ROCKY MOUNT , NORTH CAROLINA 27804
TELEPHONE: [phone] FAX: [phone]
18' 1 6', 18'
Finger 3'
Pier
Typical
Boat Slip 15'
Mooring
Piling -y
15'
3'
No Wake No Sewerage
Sign
Sign
Existing
Dock Detail °A°
Docks 1-12, 18-36, 41-45
37'
19'
Fing
Pier
Mooring Le
Piling
Proposed
10 Inch
Butt Piles
18' 1 6'1 18'
3'
Typical
Boat Slip 15'
15'
3'
No Wake No Sewerage
Sign
Sign
77
Dock Detail "B
.
Docks 13-17, 48-50
28'
18' 6' 18' 1110,
3'
Typical Finger
15' Boat Slip Pier
f--- Mooring
Piling
15'
3'
No-Se-Overage -- No Wake Proposed
Sign Sign 10 inch
Dock Detail C Butt Piles
Docks 37-40, 46, 47, and 51
???????iii??,,,? PROPOSED MARINA
.`oN CARO?''
NOTES:
ESS% 1. Dock Width = 6' Bridgecreek Pointe
2. Dock Length Total = 921'
3. Finger Piers =
8 c a. Total = 26 N.C. 99, Belhaven, Beaufort Co., NC;
-' b. Length = 18
?-; c. Width = 3 _ ,
4. Mooring Pilings Scales 1 - 50 Dates Jan, 30, 2000
Q'- ,, q „R?;ssa. Total = 68 MACK GAY ASSOCIATES , P.A.
b. Diameter. = 12-inches
M a CONSULTING ENGINEERS LAND PLANNERS SURVEYORS
P060041 A ROCKY MOUNT , NORTH CAROLINA 27804
TELEPHONE: [phone] FAX: [phone]
Sheet of