20061623 Ver 2_Site Plan_20080701

o
~ ~ ~ SITE DATA ~ e°w~, ~"'"S°~
' 7.8 x 6.9 ~ ~ ~ R~ 0
x x B.5 ~ ~ SI ~ 2.79 ACRES o 1. _(LAN~ . .70 ACRES m MILLFlELO RD-NCSR ~~as
- ~IUMENT SIGN ~ t UPLAND AREA • • • • .2.09 ACRES ~Ew 3q6
~x24dx80 ) x
B.7 , 1o TPoIIIER~CAR PARIGNG TOTAL IMPERVIOUS (LOT) • • • • • • . 0.46 ACRES ~s 0.55 ACRES
x ` , ALLOWABLE IMPERVIOUS • PERCENT IMPERVIOUS • . • • • • . 22~ ~
7.8 x ss 36,230 S.F. IMPERVIOUS IN AEC BUFFER (ONLY)........ 0.02 ACRES s ^ ;334 RD SITE
8.55 LENGTH OF WATERFRONT • . • • • ...650.14 LF
I ALLOWABLE BOAT SLIPS 2 ~9? ~ ~S~µ Hsu
' ? a35 ALLOWABLE BOAT SLIPS 2 ~ DECK AREA ALLOWED 400 SF
~ s ~ a ~ ~ 8.55
~FEI; 8.18 DECK AREA PROVIDED 400 SF ~R,~ ~2 ~Ew Ro f Rp
~ \ j ~ ~ EP 8.75 ' a
7. A I ~ ? A CL 8.If5t
~ ° ~ ~
8.75
~ ~ ,P ~ ~ ~ 5.94 a OOl POINT
e,o x
~ ; K + CL 4.75 I 2' I-2 n
:r ~ • f y ~ ~s x,.2 VICINITY MAP
n` ~~.Rti' 4.95 1
~ 23 { ~ 4.83 a"
~ ~ ~ ~ S.F. EP 4.73 40,955 MA ~ ~'-~or
I COMPACTED SUBGRADE
~ •P ~ ° EP 4.
I 4'23 \
~ ~ ~ ~ ' t CL 4.25 1 AAA
,~t ~ „,x, ~ . 4.60 1
EP F ~ Y , Y . TYPICAL ROAD SECTION
~ 4 , a s ~ 4~ 0 ~ (NOT TO SCALE)
i t ~I ii~~ r ~ f
~ ~ I s'-o• s'-0~ ~e'-o' ~ ~ ta'-o•
\ `'~y ' ~ ~ ; ~ ~ PROPOSED WOODIq'IE (IYP.) 5. Y it ' TEMPORARY ROCK DAM & r ' ' ; y' f ~ v~ 2 PNlE
~ 7/y. r~ , 1' iS. 1, Y, i~~ }~.I. 1'lC 1 ' EP 4.03 - t ~
.i EP 5.0 ~ 5 TT1EF ~ ~
0 a r.. TD 5 3.7 EP yytc s. c ^ f N 9 S~ . tk~ ~xa:
5.o NEW DRIVEWAY " n ~ ~ ~ L ; . ~ I , 3.93 r1. I N\\ t%
G ALIGNMENT z '~^k ,s>. ~,n ~ y, : w• i ~7Q S~c is ~ r. , ;..F a'~~,, ~f~. ~ ~F ?:~']~~'t~ ~1 ~ n t. v~r-$ to 1~~ac x ~ 3{~~% E° ; .ti: c ~ w
i ~'!4~ ~ .f~: r ' \ ~ ~(t7 P a o
Tat r a. . ~ 5.3 WE1W~S ~Nyn~. ' ~ t! r ' M1O
I I '`~i,~ ~,~4,,.`t~h. 3.5 EP 3.75 ~ "I ~ , ~ ` - V t~~
5.2 4.5 v,1 ; t . ~ ~ ~ 1~ any
~ o- ~ d~`,Pt,.
4.4 / ~ • - ~'~roT '
i x ~
'i ~ A ~Y,, .2 TRNLER/CAR PARWNG s d fit. EP 4. cu~1 M~l~ N ~ PROPOSED BOAT RMO'
5 kF 1 19 ~~•:u~ ~lT. ~ l b. 5.00 z2 oAK DECK 1.!
i x F '~~t
I 4€ j I .3 J.5 22 I }'k $ X a TA % M~ ~ 117 ~
j EP 4.
I 24 , 1.8 % .r PROPOSED PIER w/ ea~?T z sups
5.00 ~ x EP ;n. ~ '~f EP 6.00 EP 5.00 1
4 ' 5.2 ' K
381,640 S.f. u: ~ t~E, 4 ~ ~ M J~l~ C?
~ . „3 OOIf CART PARKD' I t DDIF CART PAAKIHO ° 5A °5 ~ % 0
~ x I5 TREE ° 8 ON( 0 10PP E ~ ~ . ,
.4 3.2 d ` i , ~ d° ' ~ x rBdr ~ ~ ° 10 IYAN TREE ° 9 ONE 1„
a R~~ i ~ 5.2 ' o~ NE ~7 ° 7 OAI( /V~JI
I ° 4b7Pd6c ° ~ '.~1 %
{ x t fi A7 ~ ° T TREE ° o OAK
x i ° 7 ~ ° So ~ b7 ~ K
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i °70NI x ~ x 4.0 2~ PIN /0 CI 3A %
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~~k ' ' n' ~ ~F~'' ° N W M PLUS ° 8 0 ~ ,T,~;: ;a f, I WM PLUS ° 8 ONE ° 6 OAK ° 5 OAK ° 5 ~ ZT % /
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j. 3ro- t 15 OAK ° 15 ONE / ° ~ taFE ~ J.7 / %
~ 'r c 5.4 CEDAR CEDAR / ° ° S ~ ~ ~ ~
I x LPGAS TANK ' j s, ~b / -
TC 4.9J TC 5.J5 } INV. 3.88 I x ii I ° 10 T°R$ 6 OAK ~ r
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5.1 ~ 7 `'~.+`Y
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tli c ~ STEEL '9B Te
s.47 ~ I ~ ~ ~ ~ PIER .AND BOAT SLIP
TC ' , } TC t:' i x 5 ~ ~ PLAN VIEW
5.25 TC yx 5.12 ~ ~ ~ \ `I NTS
5.85 J,8 f ' x~. 1~~ , ~
~.e Tc HVAC IP ~ Tc 50 P ~ `
' .2B TC 6.D2 ~ ~ ~i TC 5.OB TC ~
5.83 a I `4 t~..v ' TC 5.14 5.40 3D' 15' 0 30' 60' 9D'
TC - j4 ~ I TC ' . u~ 5 t ` .3~ 1 Ly` S i
TC x Sj~' _ ~ TC 8.36 6,50 4.T t.., r•M. 1 ~ 4 h, ~ G $~E ~ 4 ~ r~
' TC 5.40 5.62 5.76 '~{y ~ £ ! '~6 r ~ 4 r ' k,r i y4 A a ti.. t•~ ~ - ' fast a, ,f}y, 1} ~
Tc 6.6o HVAC PADS ',~~s~~ u~t ~ } ~ r ;x ~ i I _ y+
TC 6.48 r ~ flti p u. f t _ ' ' w •i~~ A s a s f. ~ .M . f x. ~'~7. I 1C 5.59 :ASS' t, 5' ~S :ra 'ti,~/ ,,~1-
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TC 5.74 u ~ , ` a; ; TC 5.94 " ~ ' E ~ SHEET 1 OF 2 1' .':.,r <1 ~ ; ~ r ~i I SITE PLAN ~ ~ ' ~ ~ 3 v 2 PIN # 6644-91-0261
I 4 2 STO rs i '•i ".r ii di
u,n `j tc ~ g,k r,. E. i ~ y, ,e ` S } c ~ t " s~ ~M •
I SIDING x ~ > . , 4 1~ , ~ . 2 ~ 7t TC 6.56 ~ a~~ ~s ~t~ ~ ~ y _ ~ t; ~g
i.:,. rypr,l.~S3 Gb.., TC 6.38 ; ~ d f~~'r ,jKH ~ ~ } 1" 1:9 Cy/ V
I x HOUSE ~ ' ,:e N' ~ ',~~t ~,Hp4Ic'S=..,:~ t 5.6 1 'try ~ , f e ~ ~.b ~ t t 1
I 4.5 TC 6.40 ,;,p r a ~ ~.v ~1~..~~ 4: ` ~ ~ COMMON AREA SRE PLAN
iC 6.26 ` c!' f ~ ~ 5 a ';f I g REFERENCE: DEED BOOK 1517, PAGE 55 OF THE
5 ~t~ ti ~ t~ I 7C 6. 2 ~ `4 ; ev. Y ° ;j; x g i4 ~aR f~ "~,t ~ BEAUFORT COUNTY REGISTRY
I TC 6.49 ~ ~ ~ @ATH TOWNSHIP, @EAUFORT COUNTY, NORTH CAROL~~1
TC 6.52 . t veg., 'r t;~ . OWNER/DEVELOPER: 8DG SMITH PAMLICO ASSOCIATES, L„lG
i ..::~3+~- awl 'v ,Y
1 . ADDRESS: 7000 SIX FORKS ROAD, SUITE 115
~ RALEIGH, NC 27615
SO PHONE: [phone]
{ .AVM .q~._ 1~''u
I 101*1 3-0
~3 Y;_. IM 4.8 J U L 1 2008 $ Baldwin ama ASSOCIATES DESIGNED: APPROVED: ENGINEERING, LAND SURVEYING
DENR•WATERQUAUTY KA AND PLANNING DRAWN: DSS DATE: 12/12/06
WULANGSWSTORMWATERBRANCH 1015 CONFERENCE DRIVE
(25RE NVILLE NC, 27858 CHECKED: SCALE; 1" 3Q' 2) 756-1390
FILE # 05-278 C&G FILE: 05-278 FB 386, PG 01 ACAD 2007: Bridgewater North BOAT RAMP AND DOC

~NrNs
~ ,s~` 4~~ SITE DATA ~ Ro U~' ~
7.8 % 8.9
x l~ 1 SIZE,-~ 2.79 ACRES g
% 6.5 UMENi SIGN I AAA W LANQ , , , , , , , , , , , , ,70 ACRES MILLFIELD RD-NCSR 1342 i` .a; ' E~4 ao I r
.x 24 d x 80"h) ~ % B.7 UPLAND r,I,cA . 2.09 ACRES
TRAN.ER/CAR PARKMG 'n Y TOTAL IMPERVIOUS (LOT) 0.46 ACRES N s ALLOWABLE IMPERVIOUS 0.55 ACRES
x 3' K '''',,yg PERCENT IMPERVIOUS 22% DELLIA WALU4CE RD SITE y~w~
7.8 % s.s 38,230 S.F. ' ' ' IMPERVIOUS IN AEC BUFFER (ONLY)........ 0.02 ACRES NCSR 1334 ~4 650.1 2 LF ~ o ~ ~
~ LENGTH OF WATERFRONT .
(5) CRAPE MYRTLE I ~ ALLOWABLE BOAT SLIPS • • , , , ' • • • , , , ' , . , • 9? ~ ~ ~ POg~}M NILI
~ ? 6.36 ' ALLOWABLE BOAT SLIPS . .
t•eX DECK AREA ALLOWED . 400 SF ~ DECK AREA PROVIDED 400 SF ~R~ygO u2 ~ FlELD RD
~ 18 ~ 8• ( f RD
~ EP 8. ,.It
7. CL 8.56+
t•8t ~ I Ij, AAA
~ 8.76
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rf9~'b1"~ }1'S?~ ~Ye 411;. 4~~Y}l~j. .~i :Y~~: '~4 r~r , ~'~~~+~i'"~;v fit, ~ ~lu ~ 4 ` , 4.95 44 t~ ~ O , ~ "i~ 1 ~ k ~ r ~ x ~•~-~1~,? . x r.+ i. 4 FOSTER HGLLY
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r I ~ ~ .:t. , t~=~ f A o ~l'~r a: k ~at,~,~,. _ EP 4.50 51 LEYLAND £:.~.YO, yi W~+~. t ~4hF'~T~. ~~"1 4 .H, J22~~ ~5. ~f(~. N Sti' 4 C ~4 }{Yi l.. ( ~,1~,~Ad ,r ~ r ':.fit t., a ' - F ".~:,i:; ',~a.,:y. 2~: b ~"i:5i'~ (5) LEYLAND CYPRESS \ a.
,K 1 x~ r4 fie:, f 1 Sa t 3-, dt r, fi y 7 ~ K Q .~k 77 G ' r~, ? ~4 31rn + .~a f,~, ,t~ ~ ~~~~:~r ; t !l0i t ~ e`~e`'~°~;~~ i~i~ ~ ~ ~ ; i'~i v~S~; e. •
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' x ii :~,t~ la ~t~ f ~ e w 4 , d ye 1 a,' s~ . , ~ 3 ~ a f PROPOSED WOODLINE (TYP.) 5. TEMPORARY ROCK DAM ~a,~ ~~i: ~ . ',4 k gg ? ; '4 ~ I •;~~k{~ ~ ~ ~ ~ , ; ~ 1 , ~ e~' " r'~:;: {wy'~.. ' S: y; r A - 1rit',,.~+" 1. 2 ~~9 :"i r 'r k. f'` P, ~ ~~t3 r' r3F.,
• 4t <i a" )r 61 k? a 4. r x ~ 1 +~°t(''d'su :,fiS' af, R~ ws~ir c2 t neG~ . H { tic~.9f ~ a: y.yfak. ,P r;,, i...'~ ;~;i,~r ".:k ry^'~`~ ~ti~d k:rt,~',~ f 3 .a{ "i~ td5'~p o r~ ~~r,,~~. re E1':7tf'„n{ :p r 3 ~ t' NMI i a t~ i ~S y; t5 ' ~4e, " ~ k x "i: I "r ^'!.#z ~ t~ ~ ~ Gr 4.03 LIVER BIRC ~ 'r'
' £ . r 'n'' " ~y` ~ r•,,., 1~ r 7 e-,;~tt ; ~.6~~'~~~'I I,~,a ~~lx ~'q ~ ~ r'~ , srs• a 1~~ ) b~',, (3) HERITAGE RIVER BIRC ~~pp e 4 '~f f : SR C J'4d+Nt I+~ Gf 5.0 fp. .3 5~y.'~ s... "#1 d~ t;'3 ..r aYTi'. Kv, a 3CY r, ~t.~,.+ fAt'. ; 1. -,`'.,ya~'3. sf t''•.R f~l ~i "ie }k~_, I d~ ..P:~i: wxr ~'?'r, 1~ r .n,:r..~,d ytt 'retix.'n•r ~1 v 3. EP 5.0 I YINYLEAD
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ALIGNMENT ;r"htC~~y°{ ,y'b~ k € l: ,,a~'rl,su. r, W?ri~ i`,;:5y,~sl~t~ ~~}{,.~a, ~!~`7~ ~~F 9 ~ ~a,'~ u, :I;T d,R~n;i«!4..:k z Sy , p~ *~~..4e 1;~ t Q~':.rsf . rtpF1 7 i .1.rj ' n'~ i7yR I. t .-::~y~)}Jyyvv~~,, ~;~~'Yn. ~Fx ~I 4 r .C"R 1:. v ?PI t{ 1 e j'4"+'PL~~d' tifJ"+71~ f \ o
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I I ;~fH '~r !eii 7< FP 3.75 ~ S. e 1 EP 3.75 1 ~ 1 Vi~y( ~?Or+1 \ l EP 6.0 ~
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1RAl1,ER/YT PAI{NIN y ri• i-`Il-'4) ''k r i7ca' C~°; 7 % ;z~ ~ ~ 1 r EP 4. IAWN wAA ,PROPOSED BOAT RAMP
25 VERBENA CANADENSIS ~ - (1YP.}-~ 5.00 DEt~(
h '?'r ~ tf i ' 4.~ a.z ' OMES'TF11D PURPLE H ~ r I t Try ~~rf ! z ' v~..
HERITAGE RNER BIRCH ie . a ~ i~~ ; ~ . w ~.~r.,:~:: ~z~.,,, i 3) (3) c' N
~ HRUB a : e~. ~ 4. 0 3 SWEET 5 ~14.~ a , ,rid r ~M o
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,N ~ ~`)~t~,6~ aFf EP 5.00 I + f~~l I ~~~F~". J Yaai ~{l r u ~ 5.00 5.2 z
ERITAGE RNER BIRCH ,}:1.x,,.1, . , ~ 5.z% ~t`::~ x 381,640 S.F. I ~~+?r~.,7~ a~~~uf~ x I
8 INKBERRY HOLLY i i`~`'~` r f LAWN ~
7 INKBERRY HOLLY r""`'' ' z', , a ' 'lYl... IW. >,tr£~, GOLF CART PARKING 11Cf PARIONO O 20'-0"
ft~a,` s y 4) NEEDLEPOINT HOLLY ' HOLLY ~
20 PANICUM VIRGATUM ~ , ; ' ~ ~ ~ rt T, ROTSTRAhILBUSCH S.z , e ; 2
¦ 1 4' PER FOOT `aa~~° ~s~i~ r `1+,:~~ , 1 .4 PER FOOT ~ ~ .'4, MA
' , t•f, s 'A I ~ I
5 SWEET SHRUi~ ~
ASPHALT DRNE GRAVEL BASE ".a,~°;, , : L 'iY~`1. AAA
;f.~:r (B) CRAPE MYRTLE 20 LWTRIS SPICATA N
. ~ ~ TYPICAL DRIVE CROSS SECTIO ~ r~ t'~yA, ~ PURPLE GAYFFATHER ~ ~ S 1 % ~,o " AAA AAA
~ (NOT ~ a3~.: ~ , ;e w, s 0 HIBISCUS MOSCHEUfO `
'SWAMP MALLOW (WHITE) , ; ; ~ ~ , ~u °•F ~
HERITAGE RNER BIRCH {d ~ • °
3 ~ r~.r I' : ~ a 2.9 1![` a~ k'~`,1~I" tit 4'` ~iFki,
~ NG PLAN ~ RDEN PLANTI 11 < ~ _f;~ t~~ t E$, F q RAIN GA N a ~ {,-t ~ yy
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CROSS SEC 0 ~_.~~t o~ , , - '
(NOT TO SCALE) ; {~,~•s~>,~ q ? . I b Y X,s ~ ~ ~ PIER PNANB~IEWSLIP
I !!m+£ti'ay t~~y`+n"~d~,~a 4.~ I.1 '2e` ! "y I ' ; ~ is ~ k `~,,`\I/~' ~ AAA NTS
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_ _ 50 P ~RNER ' AiE!~tIAN ; ; - _ - r ,
I > . a.,~; ;i~ :`SF ~ 30' 15' 0 3p' 80' 9p'
I ~>ss;~..: .
`,~d~l. va `H - r. F ~ ; GRAPHIC SCALE: 1' ~ 30'
e ~ ~ z~aT JAY ~dnk d` F ~
I r `k'a ~1: ~~'?f"+'t+P..~l>ni rt r~. ,l ~ ~t~" ~ ~~14 C ' I hi...,; V~~. 13r far. G. a <1. kF. a )1 ` ~ / ~ ~ ~ ' `,1~~" AAA
~+~ki r~~r it r ~"at~~~ ~ Vi'i' ~ ",lwh ~ F per i.
~r~ Vii: -r o'~ jy i ,d,' 1
I ,k w s~~~5 b~'F t ~ s ~ i yr 1. sr ~ I i ~ SHEET 2 OF 2 ,
C~ ~ ~ 1. .`rI/ ,~~~f, I, AAA LANDSCAPE PIAN PIN # 6644-91-0261
~">zlrx ~ . ,
£ , { ,tb ~ pk; ~t I :6~ ~ AAA ~ ~e2~%G~~'C/ s~ 1 ~.'V
x 4 1. i ~r.4 "
I fi9. If ~?t~'f " r37,~~ f'i` rr' a a >e e . S?{; G ~•t7 ~ q, t;~ ~t ~ ~ AAA
~i fef.;,.: In£:F,., ~,f~r:. ,c Cj&aT~. 44'E~!dge:. ":.!1/ ~ 1i , ~ ~ COMMON AREA SITE PLAN
~~~t: .~..a 1 ~ ~ ~ yak. ~15~ 4, v~ ~::j~ r . r 4 \ - REFERENCE: DEED BOOK 1517, PAGE 55 OF THE
,u~g. ~ ~ ,i.w' . AAA BEAUFORT COUNTY REGISTRY
HIP BEAUFORT COUNTY, NORTH CAROLINA BATH TOWNS ,
I F~i~~y~y j~ . NI : e.'~F8 v fr
'a y~.;i {I'~p.v ~`C . Y~. k,., ~w ~ a 44
AAA AAA ~Q~ _ OWNER/DEVELOPER: BDG SMITH PAMLJCO ASSOCIATES, LLC .-....~•n nnrn M IIT~ ~ 4
ADDRESS: 7uuu 51X hUKKZ) nurw, 4
RALEIGH, NC 27615
D .;:Z~~Owli~ PHONE: [phone]
I i ; JUL 1 ZQQg B Baldwin ama ASSOCIATES DESIGNED: APPROVED~_ ENGINEERING, LAND SURVEYING
0000- DENR-WATEROMAUTY eA AND PLANNING DRAWN: DSS DATE: 12/12/06
WEn.ANDSA14DSTORMWATERB 1015 CONFERENCE DRIVE GRE NVILLE NC, 27858 (25 CHECKED: SCALE: 1" = 30' 2) 756-1390
FILE # 05-278 C&G FILE: 05-278 FB 386, PG 01 ACAD 2007: Bridgewater North BOAT RAMP AND DO('

Z ~ \ i
J M a
. ' F W
- 20' Y W ~ VINYL SHEET PILING v=i
p I`- z~ s' -~.10' -N STAINLESS STEEL NUT, ~ ~ EXISTING SHpRE_ , BOLT AND WASHER BOTH ENDS,ii ITp BE
r- ~ 2 MAXIMUM II ~
PAVi7YlENi' I jF[LLED 1/2' MINIMUM STAINLESS ~ I I STEEL BpLT
' X BEAM RAA 4'4' 1 ~ ~ I - - NORMAL WATER LEVEL r ~
1' J '
s' 3 4'4` MAXIMUM ~ I I 5' DEADNAN f I r 2X10 MARINE
15' . BATH CREEK DRIVEWAY u~ II ~ 8`X8' MINIMUM ! GRADE WHAILER
CROSS SECTION A-I ~ ~ 6' ~ FTLL ~i
4'4' X ~ -l TYPICAL ~ I BATH CREEK I 1
cNDr m sca.o r STAINLESS
DEAn MaH ---40' virtu DULXIEAn STAINLESS STEEL NUT,
'i CROSS SECTION STEEL NUT L~l AND WASHER
t~ (NOT TO SCALE) AND WASHER
I
X-ss• BULKHEAD PLAN VIEW i
x-5'9, (NpT Tp SCALE)
mEMac
I T I
i VARIES ~ ~
i 3 X-5.T i
i ~ SWALED DITCH
(NOT TD SCALE)
r f ~
{ G
~ ~ Z5 x
I ~ 2 G
i I x-6.3'
( G'C/ ~~R l P
I 4 S
68 0$, t~J ~
7. ~ti `~~'F ~~.F ~
5' PRECAST 5' CONCRETE CONCRETE PArELS ~ S3,
~ ASPHALT STEQ REINFORCED STEEL REII~atCED 1 tih GRANULAR R ~ 5346 U m I
a -`4
I I::~ .`;a t' ~:f i`:';,"r•.:, .;i I.;,:;,,;,, BATH CREEK ~ I' ~ Q ~ 3 ~ 0 QI ~
7~ a J o~ x-5.s' _ T ,,Q
~'"4~'~I p`;;;,:r;'°~`a f^., °11...';;: `y tai<~`? .:~>~f E ~ s k X A NUT AND • I f ':t I; 3' PATER ~ ''L ~(ypp . ~ I.q ?l is `~1 l w v .I t'-, ~•r - :t 4'TAIrL F
r;` I ;;r. . :,:i Is '~•e. .~iD' . P' S S ;.:I r:. ,'.:i r.`•:; :I . r~:~ - t• p .::t~-rl i r'. III"'.:`~. H~ s $ - Z ~ ~ KD .
:.l yTEFL I: . d t 5.7 I:''-~:, r-' ''I ~`1 I' ~i. r,:.:,:.: F-~ _.i ~i I .1 I:~"" ;4 F =t r~~: 1'~ '.l :l is„,;-ti: ;;°.;::;a::~ ( a~ I; j ~~o~, ~ ~
:a t~. ~J I i 1:..~:.. 1 :=~I f-; F;: < . , f........:,.. ~ I~':- 3 , r... . ~ EMP T .t I. t:;~.M:.~ ` %I 'a x?I URARY R -I :I ~,j . ;:~I a ~l 1. - l1CK I:> I;~ - -d ..a ~ • 1 t•~~ _ q ~ 3 0 ~ DECK - x X3.7 4~ 6.
t: r. ~•1 ,.:~:n` t 1-~ I i`;; t~F. -::l w.. ~:t I .~~f;>~:;:A. .a i:<~c f~ -E .i DA i~:.: • I i° C`' ''i YIETIANOS X 1:, ',`.r ~ ~ ~-4~F X9 R 5
~VOOD ALL 6.5 BOUNDARY =4 X -4 4.5 ~~V ~,~;NAR1rE GRA IN, f..: NAN ...v
.rj . "'DEAD i; x ~ x3.7 j 4.s F1N ~ ~e. ` I
~ ~ a ~ .7 6.
3 ® ~
3.5 -As x ~ ~ 0x-4. ~I6. • ~ l
LONGITUDINAL CROSS SECTION A ~m ~ P • / ~
BOAT RAMP ~1 I 24 5.2 X ~ °n ° o ~ 4. RQpQ ~ • . ~T FR
_ xis I " ~ A ® ~ eo5~0 Pi B ~ GOLF CART ti ~ N 9 aax• S~pS / xz~ PARKING ~ w /
TYPICAL i _ . "x x ~ ~ /
<NOT TO SCALFJ f i
i I ~ 4.7
~~p i v (n ~.2 x 4.6'."'`
i
G 28X I 28X ' h~(~ I 0' 0 2.1~ X53.8 J I ~;-X?X.7 4.~ x-~.7 X-5.4• PIER AND BOAT SLIP DETAIL
I J xox-~.5 BA ~H CREEK MoT To ScAII:~ i
i / 3 p j(~ X.9 ~
0 80 120 180 60 ~ x 4.5 x-6.2'
: ~~D MARINE GRADE NOTE ALL W / N ~ ~
I GRAPffiC SCALE -FEET i X 3.5 X 3.5 / ~ y~~~~ ~ ~ ~ 1
i i
c i `'y~ ~ S 34°28'18'E x'31 ~ ~ 35.40'
1 3.8 x 3.SX ~9' 99~ ~ TD i!2' SPACDJG
S SI'S3'18'E PAMLICO + 1X6 W(]OD DECKING
3 J- 1 ~ ~ ~ ~~p5 ~ 43.15' RIVER =
i GALVANIZED ~ P~P~~ ~ \1, ~ ~ HOLTS
i ~ ~ ~j ~ _ ~ _ 2 MIN MUMp p NURMAL WATER LEVEL
i v?~i ~ ~ ~ ~ 8`X8' MINIMUM
i X-8.5'
~ 4.z x , .,z x ~ ~ PILING GRADE
CURVE TABLE , 4Q~ 404 ~ x-9.5'
CH. BEARING
CURVE RADIUS CHARD ~ i ~ it
I , 4.E Cl 470,00' 90,00 N 56 161
C2 260A0 115.95 N 48 SP 49 E
f I
i PI DETAIL -PIER
TYPICAL
a <NOT Tp SCALE)
S I
11
1 404 WETLANDS HAVE BEEN DELfNEATED
f
I ELEVATI~ ELEVATION DATUM: 1929 LEGEND: AND ARE NOT PRESENT IN ANY OF THE
~ NEwIaaNPIpE,coNrRa. CONSTRUCTION AREA'S. 404 WETLANDS
N9' TBM 1 : NA TBM ~ 'OAK ON SHORELINEED ~ ARE PRESENT BEHIND THE CAMA LINE IN.
~ OA
~ NAI NOTES. NAIL IS 2.0' ABOVE GROUND. ~ FNdiSHEDGRADE ° ~C~~a~~ THE MARSH AREA. X SPOT ELEVATION ,
~ r r ODETIC NAL GE ET I C Q NORMAL WATER LEVEL J U L 1 2008 x-s.s'
TO NATIO RELATIVE NATIONS ARE ALL ELE T i X WOOD arc i t6 REFERENCE: MARINE GRADE PILING
, ~ ~ NGVD 1929 RTICAL DATUM D.B. 204 P. 487 DENR • waTE:R QOA~ ~ ,
i 2X6 WOOD 4' ~ BATH CREEK PLAT cAeI~T c, suDE t'17 -o.s w w ~ L VVETLAhlDS ANp STORNWATER aRt~EiCh ~ o to - t b a 3 V 2
~ weT~ ~--a--- cAr~AUNE w,~SHI S R 13 I PROPERTY Of:
SSOCIATES • • ~ Y BALD IN AND W~~ V E B W . DATA PRO ID D - ELEVATION )CIATES - - - DITCH ~GrpN R 1334 *I I ~ BATH i;,~
. v ...r yy `~I~:: ,s.. ~ - VE RI °.I~;::;:.•,~ 1015 C D CE i fk ~,'a,: ? DRIVE ~ T~L~E Ste; ~ BRIDGEWATER NORTH
S.tgs.: } r F F ..3. O. . t. V l: ~ : , -1i^. ~[r. 2785 Ir .."...-.........4.. N - GREENVIL .
.:........:...a,::.:, : . . w.-... ...Ij.~::.: _ ;fir..:.,.;.:,.:: ,~~~",..,I '858 a sul~ACEwATER FLOW !y Iis6 ~ m2 SR j I i - 4 BATH TOWNSHIP BEAUFORT COUNTY
- ~nen\ -fec__~ Inn P.777777777,1 R 133a M 340 ~ ~ ~ ?tA11Tk 1 A f1A1 1?k A
80,foM 1 i I 1VVRIiI t.HRVLFIYH ASPHALT
f NEW PIER LONGITUDINAL :s° TW MDIiMUM MARINE GRADE SCALE: 1" = 60' SURVEY DATE: JANUARY 29, 2007
CROSS SECTION B-B PILINGS w 1340 ) U HOOD RICHARDSON, P.A.
i NOT TO SCALE CONCRETE AREA MAP ENGINEERS-GEOLOGISTS-PLANNERS I 10 WEST 2ND STREET NO SCALE WA
~ t SHINGTON, N.C. 27889 f ` PHONE: [phone]
OAM 07-01-011
i
s

o -Icon ~Z co 3
A
~ ~
Q GENERAL NOtES ~ R/W= RIGHT-OF-WAY TOTAL AREA IN TRACT : . . . . . . 149.293 ACRES
© RD-NCSR MBL= MINIMUM BUILDING LINE TES A SUBDMSION OF UwD o ~ 1342 1. THIS MAP IS OF A SURVEY THAT CREA NUMBER OF LOTS CREATED , ...48
~ B 8= BACK OF CURB TO BACK OF CURB Wt1HIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT G- ~ . . . . . . . 60.487 ACRES
w S PARCELS OF LAND. AREA IN COMMON AREA 4.-.. r~ EIP= EXISTING IRON PIPE REGULATE
it~.c', SIP= SET IRON PIPE 2. ALL AREAS CALCULATED BY COORDINATE GEOMETRY. AREA IN PARKS, RECREATION AREA :z~ MONUMENT 3. NO POINTS SET ALONG BATH CREEK UNLESS OTHERWISE NOTED. . „ ~ ~,N ~ i~r ECM EXISTING CONCRETE 4. A PORTION OF PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AND THE LIKE . .............0
r~ ~NCSR ~ a ~ MHW= MEAN HIGH WATER MANAGEMENT AGENCY. 1334 TH FEDERAL EMERGENCY AS DETERMINED BY E ZONING CLASSIFICATION . ............R-1
~ ~ CAL= CENTERLINE ZONE ELEV. 10.07 NGVD 1929 , REF: FlRM 3720664200) ~ . 4,182 LF
~ ~ EPKN= EXI 11NG PARKER KALON NAIL Y 1 2003, LINEAR FEET IN STREETS . r~ ~?y p $ FlRM 3720684400), DATED MA 5,
s ~ SPKN= SET PARKER KALON NAIL 5. COMMON AREAS TO BE MNNTAINED BY THE HOMEOWNERS ASSOCIATION. CE: PLAT CABINET G SLIDE 89-7 OF THE BEAUFORf COUNTY REGISTRY. PC POINT OF CURVATURE e. REFEREN ,
ANY LOT SHOWN ON THIS PUW AS SERVED BY A PRNATE PT= POINT OF TANGENCY 7. FURTHER SUBDMSION OF ~E4i111
ROAD MAY BE PROHIBITED BY THE TOWN OF BATH SUBDMSION ~ CH =CHORD 8. THE POLICY OF THE TOWN OF BATH IS THAT, IF THE TOWN IMPROVES STREETS BED UFGIRT COUNTY, ROD 1_1.' 1l1, 2ND STREET
R= RADIUS l.j°2 Z THAT WERE NEVER CONSTRUCTED TO THE STANDARDS REQUIRED IN THE SUBOMSION ~lREH. WASHINGTON. NC 27889
PRC =POINT OF REVERSE CURVATURE O~~E FOR DEDICATED STREETS AND ON WHICH 75% OF THE DWELLING UNITS WERE CONSTRUCTED AFTER THE EFFECTNE DATE OF THIS ORDINANCE, THEN t00X OF S. ('252) 946-2323
- THE COSTS OF SUCH IMPROVEMENTS SHALT. BE ASSESSED TO ABUTTING LANDOWNERS.
~ f< -404 WETLANDS e~ ISSUED TO:
aur~ar~~tlai BDG/BRIDGEWATER NORTH
= MARSHLAND , , F,ECCIPT # RECEIPT # 000215
DRTE DATE 01/05/2007
TAR PAMLICO RIPARUIN BUFFER ~ ~
VICINITY MAP 100 YEAR BOUNDARY T~P1E 1 TTME BOOK PAGE FEE
-----r---= CAMA IJNE
i 1.1:52 RM I 1.1:52 Ai 1 G84 2 2007000126
MRP MAP 21.00
STATE OF NORiH CAROLINA ' COUNTY OF BEAUFORT ~r~ ~ 11, ;lt. R11 I 11:52 AM G84 3 2007000127
I, ENlO OB(~2rr/ ~ hiflP MAP 21.00
REVIEW OFFlCTR OF BEAUFORT COUNTY, i CERTIFY THAT THE MAP OR PLAT lO 1MINCII
THIS f~RTIFICATKIN IS AFFIXED MELTS ALT. 11.:5i flM 1 11:5'21 AM G84 4 2007000126
' STATUTORY REQUIREMENT'S FOR RECORDING. MRP MAP 21.00
i
DA's [-S-U9 11:52flM( ~ MRF` 11:52 AM G04 5 2007000129 MAP 21.00
~ -
11:52 flM f 11:52 AM G84 6 2007000130
~ SHEET 1 OF 8 MflP MAP 21.00
11,52flMf 11:52 AM 684 7 2007000131
MRP i MAP 21.00
~ n 1.1.5c fll'1 11:52 All GB4 8 2007000132
MRF MAP r~ 21.00
~ ~ ~ n
1i;54 11:52 384 9 2007000133
MAF' MAP
~ i~
~ ~ ~ Iotdl Due $168.00
~ 1a.til ,
GHEI~K 1G 4E CHECK 1248 158.00
Total Pay Total PaYments:$168.00
MI I I, PROFESSIONAL LAND
SURVEYOR NO..L-~$~, CERTIFY TO ONE C I1FY TO ONE OR MORE OF THE
FOLLOWING AS INDICATED THUS: i
i ® a. THAT THIS PLAT IS OF A SURVEY TF A SURVEY THAT CREATES A
SUBDMSION OF LAND WITHIN THE AI i WITHIN THE AREA OF A COUNTY
OR MUNICIPALITY THAT HAS AN ORDI HAS AN ORDINANCE THAT )F LAND;
REGULATES PARCELS OF LAND;
HIP AND DEDICATION CERTiFlCATE OF OWNERS
? b. THAT THIS PLAT IS OF A SURVEY TF A SURVEY THAT IS LOCATED
I (WE HEREBY CERTIFY THAT I AM (WE ARE THE OWNER S) OF IN SUCH PORTION OF A COUNTY OA I A COUNTY OR MUNICIPALITY
THE ROPERTY-SHOWN AND DESCRIBED HER ON AND THA I (WE) THAT IS UNREGULATED AS TO AN 01 AS TO AN ORDINANCE THAT DF LAND;
HEREBY ADOPT THIS PLAN OF SUBDMSION WITH MY (OUR) FREE REGULATES PARCELS OF LAND; CONSENT. FURTHER I (WE) CERTIFY THE LAND AS SHOWN HEREON IS
WITHIN THE SUBOMSION REGULATION JURISDICTION OF THE TOWN c. ANY ONE OF THE FOLLOWING LOWING
OLINA. ? ~ OF BATH, NORTH CAR ? 1. THAT THE SURVEY IS OF AN EI Y IS OF AN EXISTING PARCEL OR
PARCELS OF LAND AND DOES NOl kND DOES NOT CREATE A NEW
STREET OR CHANGE IN AN EXISTI~ C IN AN EXISTING STREET
OWNER: ROB RSON, MANAGING MEMBER 2. THAT THE SURVEY IS OF AN El THIS IS TO CERTIFY THAT THIS MAP WAS DRAWN ? Y IS OF AN EXITING BUILDING RE. OR NATURAL FEATURE.
PERVISION FROM AN BDG PAMLICO ASSOCIATES, LLC OR OTHER STRUCTURE, OR NATUR UNDER MY DIRECTION AND S~1 u?ulNUi SUCH AS A WATERCOURSE; OR ACTUAL FlELD LAND SURVEY PERFORMED UNDER ``~~d Np~i . ~ • OURSE; OR
MY DIRECTION AND SUPERVISION THAT THE ERROR t ~ CAR 0 ii,, ? 3. THAT THE SURVEY IS A CONTRI Y IS A CONTROL SURVEY.
OF CLOSURE AS CALCULATED BY LATITUDES AND >rS 5
DEPARTURES IS 1:10 000 THAT THE BOUNDARIES : 0 p~ ~O ti ' . Z ti ~ % OWNER: CHRISTINE SMITH ? d. THAT THIS PLAT IS OF A SURVEY OI NOT SURVEYED ARE SHOWN AS DASHED LINE, THAT ~ 4 ~ ~ GORY SUCH AS THE RECOMBINATION A SURVEY OF ANOTHER CATE-
THIS WAS PREPARED IN ACCORDANCE WRH _ r • PARCELS, ACOURT-ORDERED SURVE RECOMBINATION OF EXISTING RDERED SURVEY OR OTHER
G.S. AMENDED. ; r L-30A2 ~ z~ y c ~ ~ EXCEPTION TO THE DEFINmON OF S :FINITION OF SUBDIVISION.
16th ~ 3~ CERTif1Cl1TE OF FlNJIL PLAN APPRON D AND SEAL THIS ~!Y .,y ti0 V~ 0~`
, 20106 4i9F SUR 4i~( WEST I HEREBY CERTIFY THNT THE SUBDMSION PLAN SHOWN HEREON
~~inr ~~i~~ ION REGULATIONS OF ? e. THAT THE INFORMATION AVAILABLE Ti nnl?1 HAS BEEN FOUND TO COMPLY WITH THE SUBDMS N AVAILABLE TO THIS SURVEYOR INABLE TO MAKE A DETERMINA-
TH 'AND FURTHER THAT THIS PLAN HAS BEEN IS SUCH THAT I AM UNABLE TO MAI THE TOWN OF BA ~ TION TO THE BEST OF MY PROFESS MY PROFESSIONAL ABILITY AS
MIC N. PLS L-3082 APPROVED BY THE BATH TOWN BOARD FOR RECORDING IN THE TO PROVISIONS CONTAINED IN (a) T REGISTER OF OEEDS`OF BEAUFORT COUNTY WITHI DAYS OF THE LINED IN (a) THROUGH (d)
DATE OF THIS C FlC ABOVE.
NORTH CAROLINA, PITT COUNTY ai~~ . pv IJ f• ' I, A NOTARY PUBLIC OF THE COUNTY AND STATE ~4 . r,..•
~ R D CERTIFY THAT MICHAEL WEST BALDWIN, ~ . ~ •.h,' i''i ATTEST ~ AFO ESN , ~ , ~ 5 ; ~ . ~ SUI SURVEYOR
A PROFESSKNJJII. LAND SURVEYOR, PERSONALLY „ ~ . ; ~ Y'~'~ ~ T D APPEARED BEFORE ME THIS DAY AN Y V
ACKNOWLEDGED THE t7(ECUITON OF THE ( DATE O6
FOREGOING INSTRUMENT. ~ ~ti''; k~:,, `r° r; i "C,r /r R p 1
' WITNESS MY HAND AND SFJIL THIS 16th pAY << • •n~,} ~ , ~ B
OF ~ .,w 1~TGI1 ENGII GP LAND GURVEMG AND
1015 NOTARY PUBLIC 1015 CONFERENCE DRIVE R LIE NC. 27858
AR MY COMi~SSION I 3 2009 252 XA Baldwin and Amoc>v m 252 756-1390

C ~1
~ ~ oR
3
m C MIt;LFlgp Rp_
NCSR 1342 Rq. E2
5~'~3'W R S a a
WILTON R. DUKE JR. DB 1127, PG 570
PC E, SLIDE 80-8 S~'~ DEUJA WALtACE RD SITE o R
NCSR 1334
DUKE JR.
ss-7 'fir o :RES 9~ ~ ~o„~ ~ aoJ ~~~M HILL
(~U GF RO 2 ~ Fl~ Ro
c
z PO! Poz
VICINITY MA INITY MAP

\ ~

1 POND ~M AAA
Jul,
/ ~
MIS Ml~
i
18 ~ ~
.~n~ rw`
15 ~ ~ ~ ~
BATH CREEK
- -
1T - - -emu--_ _ _ _ _ . _ _ - _ ~ ~
~

14 ~ 18
%
i ~ ~

~ I
13 19

~ ~
11 PROP
~ ~ USED ~ ~ p~E
R(TYP J ~ ~

21 ~ t2
~
10 ~ ~
9
t

23
COMMON AREA
86,737 S,F.
8 M~
~ M~

. j AM
,i
~ti.l~
24 ~ ~
7
I

6

~ ~1`
~ ~
28
i
~ ~
28 ~
,w~
27
2 ~ ~ ~ ~
l
~ \
~./l~l 29 ~
AAA AAA M~ A.JIA
1 L
,Q \ 30
J Q MJl AA/l ~ Jv~il
BATH CREEK
31 p ~ ~ Rp ~
SF
0~+
Cp ~F
R( ~ 32 ~ ~
~ J
~ ~ ~ ~ ~
33
~ ~
' . 34 N'
t
. 0 - -
~
~ ~ ~
~ . ~
r
~ ~ fit, ~ ~ ~ ~ l
~ ~ ~ ~
~ ~

~ ~
~ goo' so' o god 2ao' aao' 300'
cwaH~c scaF: - Boa
~ ~
SHEET 1 OF 1 ~ 0 1(o U 2 ~ a3 a3 V 2
~ ! RIPARIAN BUFFER MAP

c
SECTIONS 1 & 2 le 2
REFERENCE: DEED BOOK 1517, PAGE 55 OF PAGE 55 OF THE REGISTRY
BEAUFORT COUNTY REGISTRY INTY, NORTH CAROUNA
BATH TOVYNSHIP, BEAUFORT COUNTY NORTH
OWNER/DEVELOPER: 8DG SMITH PAMUCO ASSOCu CO ASSOCIATES, LLC
4D, SUITE 115
ADDRESS: 7000 SIX FORKS ROAD, SUITE 11 D RALEIGH, NC 27615
PHONE: [phone]
JUL 1 2008
Il and ASSOCIATES DESIGNED: N/A ;IGNED: N/A APPROVED: BLS
R QUA!!lY B a1dW1 pF.NR.WATE B $ AND STORMWATER BRANCH ENGINEERING, LAND SURVEYING
VVETtAND ~ AND PLANNING DRAwN: Dw~/cc6 AWN: DWL/CCB DATE: 11/14/07
1015 CONFERENCE DRNE GREENVILLE NC, 27858
(252) 756-t390 CHECKED: BLS -CKED: BLS SCALE: 1" = 100'
ACAD 2007: Bridge AD 2007: Bridgewater North Riparian Map
.FILE # _Q~-2Z$