20070207 Ver 1_Site Plan_20080512

MG m
~Z
F
~J
V p 4 t]
rtl rNN~Z
W NtiD~ar~j 6 Y
W NZ~~~ N ~Z ~QWmF
p m~rnm3
~Z 04'~~3 W a4~~3
•
V
y m
6'X6" OR
6'x4' POST i~ Full depth blocldn9 (tYp)
4'•0" OC 2^X6"
DATE:
DRAWN BY: _CAFA~JF
i; DWG CIIECXED BY: CAF
DBSIGNED BY: CAF
DGl~! CHECXED BY: CAP
4X6 BUMP STOPS REQUIRED SCALE:
3°X12°X20'
' - 14" OC PROJECT N0. 2006323:Otl
3'X8"X10,
DECK - - ' 1!2"DIAA307 BOLTS .r
& WAHSERS
R 1/4XZX2 SPACED 6" CC
6"
0
3^
, 2X SO ID BLOCKING v
S
I~I I~I
9' BUTT PILES
10'X518" TO REFUSAL GALVANIZED 10"X10"X10'
PIN Full depth -
GRADE.. blocking t11'P) 3'-5° CTS 3'-5" CTS
- .
- -I = - - - - . ` _ _ {3)-204 n
' ~ i-1 11-1 11- 11-1 11-1 I I I-III-1 11-1 i -1 I I-I I each foist
10'-0"
i
BOARDWALK Z
PLAN VIEW W
W
,~A
NOTES V
1: All fasteners end foist hangers to be hot dipped galvanized at a minimum. J
2, All wood to be Na.1 grade, pressure treaied southern yellow pine ~rr ' ~
unless othervvise stated. c~
~I, 3. (1) - 4' x 12° beam may be substituted for the (2) - 2"x 12' beam shown.
4, Preservative pressure treatment to be used iar all woad in accordance with ~ ~ ¦ J
AWPA Standard C14-03. W
5. All piles to ba driven to an axial capacity of 11 kips. Method of O
ver'rfication to be agreed upon at a preconstniction meeting ~
6. Econimical substitutions must be approved by the Engineer. t ^
7. Maximum loading based on 5 ton maintena~e vehicle Boardwalk shall be closed
to pedestrian traffic in cases of maintenance vehicle use. L
Fasten curb ro decking rg Fasten with Simpson StrongTie
I- I/2 OF 1-2 ASPHALT with 3/8^dia.cardage bolts at each beam and midspan at LUS210 jo(st hangers or approved m ~ ` equal; 4.104 riails to jbist,
BACK FILL 8.1 Od nails to beam
CROSS SLOPE 2% WITH SOIL AND ADD (I/4" PER FOOT) 4°xs"PTs.y.p.curb 3" x 8' No.2 PT s..
SEED/STRAW OR MULCH
FINISHED: GRADE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c~ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o c a o-oooooaooooo000000000000oooooaoo
~ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 o c o o ' ~ \ \ / \ ` 1
~ ' •
c~
12" RCP PIPE y; 12)-0.5° dia. caniage bolt located located E 3 .
~ ~ ~ ~ ~ ! ~ ° ~ ? ~ , 3 from top and bottom of beam ~ ; • % / ~ ~ / ~ ? ! to be fastened 15° from each end .f beam ~ o ich end Q
i / ~ ~h ~ , . ~ , and midpoird of beam fot (2)-2"x 12" ~
option orily l FT° on only (6) 2' x 12" Na.i PT s:y,p. °i Joists ®16' o.c.
, FT° SHOULDER 8'dia.radndtimberpile ar pile (2)-2° x 12" No.i PT Simpson StrongTie H2,5 (or approved equal)
PT southerri yellow pihe {No:1,wet) fellow s.y:p beam fastened to each side of pile (fasten on apposite wet) sides of girder) according to manuf,
' COMPACTED SUBGRADE fastener requirements
.J

- - - = ~ i=1 I I-1 I I-1 -III-III-I 111-III-1 I )~I I I-III-1 11-1 I I~ L I I-III-1 I I-III-I I III-I l D
,'-D"~ ~ MAY r ~ ~aas W
1
DENR -lNATER QI JAtiTY ~ ih'r"TtANDSANDSTORh9V1`ATERBRANGM
BOARDWALK ,
SECTIQN VIEW
D6AWMG NO.
W- 2

\ ~ ~
l J ~ i ~ ~ ~ ~ , . } , `r v ~ , _ ~ ~ F ~ ,r ,r`
` i
[~N U~ ~ i I ~ v; , , - + ~ m . F
~ ~ I i A\~,~~ i ` , , , v ~ ,
'Aid UNTO PIN 1759453866 1759666069- y ' ~ - ' r' r ' ~ . f i ~i ~ ~ ~ i \ ~ r r j 1~ r ~ ~ ~ ~ NN~z ~
~ , ~ ~ , i-. i f ~ l ~ i ~ ~ ' ~ ~ W - r ~ ~ J / r r
4~~ r , ' / / t - _ _ / ,
' i / ~r ~ ~ ~ 1 ~ /l l i / ~ i^,~ ~ 1~~ Z ~ON~)F 1 ~ l7 mwmm3
. ~ / ( r A ( / ~ ~ ~ ' A~r` ~~~fl{ ~ l .r ~ \ A i ~ I c r i ~
- ~ - ~ / r q ' _ ~s _ ~ - ~ / ~ ~ v ~ / l is r r- r r-- ~ r l1 ~ F _ _ I _ ~ l i .111,' , ~ , \ ~ j~~--~ ~ ~ / ~w a°.a~?'3 t ~ `
, v' ~ ,w. -I ~ ~ i..~, r ~ ~ _ ~ r ~ ~ ^q ~ ' / _
~ J ~ ~ ~ _
' ~ ' ( /
r ! , I ~ , ~1 \ li ~ / I
/ 1 ~ - ` l ~
r I L ~I
if ~ .d- / 1 r j~ ~ A i AVM ~ / ~ i / r-`. ~ l l/ ~ ~1 A / i ~ _.~--~1 _ / ~ - ~ - ~:`3.,~ / ~ / . ,v At ~ t 1, 5 ~ ~ ~ ~'~t
r ~ 1 / ~ / r ~ ? ~ ~ ~~f r / j ~ /r ~ ~~~wkr 4" '1 ~ ~ l/ ~ ~ I ~ t\1~~. A ~ V ~ I ~
r ~ ~ / ~ `"wj~„~-' ~ ~ r f % , ~ / % ~ ~ ~ ,y>•.,, 1, if l ' - f ,
/ / ' r . ,%"~„"x,. A,., n.~"~ ~ r~ r^" j ~ . _0 > ~~I ~ rf yet a*, 'V~-' t , , ~ ~ , r' ) 1
. _ _ ~ ~n.
~ , J _m / i _
~ / , l "I , m ,
„ r / , ~
, , - ~ - ~ I l I
~ _,.M~ (I ! DATE :i
_v_...._._ \ ~ ` ~ ~ ( ti (i ~ / ~ / ~ / / ~ ~ ~ D1ri9WN BYr CAF/Ij~F , % ~ r ~~t l ! l 1
I ~ , ~ _ r w, ~ ~ ~ -.1 e ' UWG. CHECKED BY: CAF ~ , ,t 1 ~ r ~ ~ a _
i I V , ,_f , ~ ~ r r' ~ „u~ ~ r d'/ T; '""sarc ti ~ ~yA h, A 1 ~ i., r ~ / ~ , G t _ ; , DESIGNED BY•
, ,:.w,~_- ,.,...,,~.....-j/~~~ ~~°°...n.._~ .,,,....",.ate i ~ I u ___r_ ~ ~ . , , ~ . , _ ~ ! ~ ..A ~ ~d r
mw .ice ~ \ . _ i I r,. !r I ~ -:.~x ~ ~ ~ ~ A ~ ' / i ~ ~ ~ . k , ~ ~ r ~ 1KrN, CHECKED BY:
~n-_ _ r ~ " ~ 5.Or~N@USE RI, E~ ~ ~ j ti , - ~ ~ . ~ _ - i r ~ v\ ~ ~IRIPARI,4N BIJEFERI yv .A~'\ ~ , I ~ I $Cl~E:
r ~ I J i wK ~ i I i I A~ ( A y !;w .1~ ,e-~..,...-,.:. r t i i r~A~ y..;~~..~ A ~ ,i-..~'° V V ~I ~ / I I~ r .A .~.A~ ~A l A~ A A ? ~ ~ 'r ~ ` ~ ~ } 1 ~ J . ~ PROJECT N0. 2006323.00
~ ~ - , ~ - ~ ~ ~ y..,- \ ~ t r. / r Jy~~
, f f: _ r _ , / \ \ `
/i! r f ,ti i i~ ~ r ~ ~ ~ 1 %-`.r._ A rim ~:r \ ~ ~r' t 7~ ~ - i ; ~ - r A~ ~ ~ 1. ~ .,.1 . ~ i r 4 r- t ~j ~ ~ ~ ~ ' / ~ ~ V ~ ~ t ~ ~ ~ ! .l~ (1 ' ~i;' ~ ~ r, i, r~ tel. ~l) 4 i `~~f ~L. ~
I ; M.. ~ _ . ~ . ` ~ ~ - i ~ ~ ~ ~ ~ _ , r' 13 f t
. , \ ~ / ~
~ ' I_ ~ I' ~ r / ~ f r 1 r r ~ ~ I - , ~ 1 ~ ( ~ ~t , ~ _ 1 1,
i ~ , . ` ~ ~ t . ~ ~ , r • ~ _ ~ _ _ , emu, T~ I \ f i tl. / / I rJ1 ! ( I \ r t1 fir! :~7i ~11G.~__"..~,\ \~,ti~ (r - - , ' r ~ ~ ~ t ~ i. ~ a,, 1 ~ ;
1 ( ~ ' ~ - ~ ; i , ~ ~ y ~ , r ~ / I I ( 1 , i 1\ I i, , p ~ ~I ~ - I ~ , ~ ~ ,1 ~ V _ •t ~ 1 ; / ( ~ t ! r , I~~ ~ ti _
r i ^r r i ~ = ~ r ~ / ~
i J ; ; i'. ~ ~ t 1. ~ 't \A' - ~ ~ r l ~ ' ~ i~ ~e i r` ~ ~ a 'r r t~r ~ i / i / / _ ~ Ir V~ ~ .A.. v 1 ~ ~ l ~ , 1 ~
J V ` ~ , V • / , ~,J l : i , i ~ -t.-. r- 1 f \ i i ~ l l r r - I. V A ~ ~ ~ r / f ~ ~ r ~ ,i r t~.o,,. ;.;.r , ,:r ~.l l r 11.~ ' / ~ r ~ i /y1 ~ ~ ~ ...I i ~ 1 b ~
~ I r ~ i ~ l~s .:f i___ ~ ti' ~ ~ ' r 1 f z ! i ~ . iF`t~ V ~ x / J 1l / 6 ~ t ~ ~ ~
' ~ s , , ! h / ~ ~ r l ~ ~ `v ~,rr L ~ / r r l i r~ ri/l/,i l;'i ~ - ,v-~ r 'f c,~~ i /i ~ f 1 / / ~ ~ / / /1 ~ i (r 1 i i /,j / rr _~y_~ A A~ . ~ l
= ~ ~ ~ ) / ~ j / - ~ ~ _ _ ~ ~ < M ~ ~ / , / r / , r i r ij '/r ~ ~ ~ - r _ S _ ~ _ _
~ ~ ~ ~ ~ l i ~ / ~ ,3~ - - - 5 ti ~ V ~ ~ / ~ l rF% / ~,i ! / mow. ~ ~ / / r , i _ _ - , - ~ ~1, f~ ~ ~ ~ ,
r 1 ~ RIA BIJ;FER/i i i , , , r ~ ,w.~ ; ~,,.Yr, ~;,~i ~ ; / Q ~ / IPA N ~ ~ ~ _ ~y - , , ~ ~ ~ ~ , , 1 I i /
- >1 tt I ~ i ~ i~ , c~ ~ 1 i i l , r r i r , r r . ! / / ! ' / - ~a ~ \y~ A ~ r C, ~ r l r L. Sri i r ~ ~ A / 'f~ f ~ ~ ~ j % 'r:/',. ! ,r"~~ it / J / r ] ` / ~ I1 1 ' r fir'" f
~ ~ 1~.. - ~ ~ , , it ~ ; ~ ~ % ~1 r ~ ~ 1 t~ ~ 1-:___,,., v, ~ t. v ; ! f r 1 i r ° ~ {ti.,! A r r ~i r ~ f r l , <r ~ \ ti ' ~ 1 . ~ \ ~ ~ t ti. \ ~ u ~ ~ r ~ ~ r.. ~ C `S , , ~ 1 ~4 ` ~ ~ ~ ~ 0 ~ N .M er h e r~ 00 3~
t ' ~ !i%! i / S ~ i / 4° ~ ~ ~ / ~l I \ ~ i r ~ '1 r((5 ~A~~~~= RAE ~ _ D '
r , ( . . ~ ~ / i I r ~I /l ~ , , M ~ ~ _ ~ ~ ~ ~ -
v ,e`.... „„M A~\ 1 ~ ' % . s 1 r `4~ of i ~ ~ i~ i l 1 l . ~ ~ ~V 1 r' i F ~ , ~ ,q\~"\~ e ~ ~ -r 1,„. r i ~Ir 1 ~ ~ t \ v (r 1 f.~ I _ \ ~ \ / , .m-, s e w.n...~ -'~-°,r^~~ \ ~ \ ~ ~ ~ e ~ .,r' r ~ ~ t ; ( r / _-..;fie. ~ ~ ` ~ , r t
. ~ 1, ~ ~ 1.~ r A' b~~ ~ 1V ~ w: ~ ,,d ~ ~`t r. a I ! i / ~ ; , r ~ 'i ~ ~ / / ~ l-~ ~iL t ~ i r~ i~. ,'s~ t / ~ r i , , i l l ~ ~ ~v ~ _ ~ - . ~ ; i / FL I D N ~ P"
m, , \ - I f \ i P
\ , a. ~ a,m ; `•V ` ~ ~ ~ - r ~
4 " l ~ ~ ~ I ~ ~ 1 v.,~ ~ i ; i' , ~vd~'""r.~ . . r aN'~ _ ! ~ 7 I / ^ti ) ! : r>(1 I I ~ ~ r / r / ~ ~ i . ~ ; ~ i - i ~ t`. 1:~
111. . ,l, ~ 1 r 1 • ~ , „ ~ ^r;.,.. / l ! A ! A.t \ l° / t , r r I _ 1 r 7 ~ r W , s,. l , r , - ~ r ~ ~ ~ ~ l r i tip /~:y ~r -~'rrl / ~ A ;1'il'. r i ~ r ~ - , ~ ~ k~ ~ _
, 1 re~ ~ ~ it ~~a r 3 ~ „ % I A ~ ~ ! II ~ ( - A ~ ( ~ ~i _i ~ r. i i / j ti ,b,~ ; R .,_,.__i , ~ x• r R.J. ~ ~ , i , , ~ ~ al ^,/J,, r \ y~ \ J
\ r ~..1 ~ , rte,-""' ~ t7 ' ~ ~ ~ ~ I .I ~ 1 ~ ( ~ :A'. A _ yy ~ ~ . ~ ~ ~y~ / c(?~~ g~ ' ~ SCI ~ !R ` _
r i %r ~ ~ ~ 1I f i t~~, f { ~ _ \ ,\\Y r w ~ _M1 ti.. TR~Ih~ 2
~ I. f ~ , ~V~ 'eau ~ - ~ t, i ~ I ( i r \ - y ~ , , ~ e ~ r i~~A ~ ' ` ; _ ~ - . ~ , / , , AI~.YD ; ~ ' :S , j I ~ , 1. ~ \ ~ ,1 r ~ " - F / r ~r~_.- . i ~ `I ~ ~ ~ , v, ,r ~ ~ , ; ~ ~ ~ , . ti -
_ i f r - ;,f m~r t i r i r r - ; - ~ / ~ ~ i ~ I I _ t r' _ / / ! r -..gib ._._,i • ° ~ ~ G t ~ ~ ~ ~ ~ - ~~1 I `'~a\, ~ ~q' I _„.r
~ ' _ ' ~ ~ , . ;
~ - - - ' ~ A _ ! ~ r - ~ , \YI ~ ~
i t: ' ri' 1 /r r "ice. '~/i" d r ~ /I rr ~ i i t ~`bi~,• t~ i r r y _ v I ~ ~ ( ! r ~ i III r I . , v x i
( _ , . . , _ , , ~ , ~ 500_ R~ / - , / / , ' ' 1 I l , ` _ - ~ . , ~ ~ FLODPLAI .,r, ;,rri; 'i ~ - ~ ~ , 3~' ~ ~ 1 °3~ f mss, " , 1 ~ i.:_ \ ~ ~ '
LEGE D ~ . :y , ~ ~ ~ ~ ~ r / i ~ti ~ ~ _ ~ \ r ~ r / r i" ~ f , , I t I .385. 1 E` I ~~r ~ r r.'ti'~,.,r r~ i }
~I ~ - i / / / ~ r ~ i d 1 ~ i~ / i ~ t ~ d ` " , e v e ~ ~ ~ I t 1 r 1' ~ ~a
C l~ 4, \ A \ { f ~ t ~ \
® BRIDGE _ ' E -TR:IAN ~ / ; i C (l ( `r ~ ~ / , ~ f.,.-;,, ~ ~ \ ~ I . i ~ I I ~~'s r PEA S ~ ~ , ~ ~ ~ / = \ ~ ( , , r l , ~ ~ - ' ~ ~ r~
r l s, / i i I i~ ~ i , . 1 ~ ~ / I / r / / I
1 - / 10 RAISED BOARDWALK ~ _ ~ / r ; ~ ~ / , r ~ ~ j r / / ~ ,A~ ;,z-- /:i
i i ry, i r ` ~ +^.,L
, , ` i ' . - ~ , . 7 , t , _ , J: li r " ~ i / i i ~d
. I l 5~ . ~ I P r l! r/ l l! i/ i rj is r a~ I V ~r. l l i ~ L. 1 . ; - 10 PAVED TRAIL:. l i ~ / ~ n a. ,A~ ~ t i
,r. , _ t ~ r ~ Y r ~ - / ~ 9 f - ~ - - ~ - ~ ~ V i ~ i ~ r r 1 r y . ! a , z ~ ~ , , ti~ ~~'j/ ~r[~ p L[.M1
n ~ ~ , ~ i ~ , ~ I ~ y i ~ ~ ~ i • v t i A J { f ~ ,?mow . r. r i ~ - it i ar ~ t A 1 I Y' - I ~ ' ~~-r'~`" c II\Ir.QR~M ' BUFFEi~? ~ ; , , i f. , \ ,rr r
~ . C~ v v' ~ ~ v ~ 1 I ~ W
WETLAN ~ ~ _ I- ~ , - ' ' ~ , . ~ . ~ -r- ii ~ / 1 _ ~
i _ r . 1 w k ~ 1 ~ ~ ~ f y
~ ~
1 ~ r ~ ' NEUSE BUFFER. ~ ~ ~ ~ ~ - _ I • it ~ 1 /1 i I / . w ;!I ~ ~ I , ~ ~ . ,,art ~Y' ~ fi ~
s ~ ~ / / ~ i~ t \ I I\
, ' r \ tt 111 , r i r , , °,~'~f
, _ i / / J; ~ i _ raj ~ -I~ ~ - ^t_~ , _ , , ~ >f U~'F~~f G,R ~ P~~- ~ ~ _ ` ~ ,t~ I, ~ ~ ~~1 ~~s, ~ > I ~ ~ , ; ~ MAY
~ ~ I ~ , ~ / / ' , ~ I 1 ' ~ ~,.'r ' t I ~ ~ ; % ;
- ~ - ~o ~ ' ~ _ A l
NEUSE BUFFER PEDESTRIAN BRIDGE A ~ ~ ; ~ ~ ~ ~ ~ ~ i ~ y ~ /1 TORMWA~R liRRty~k1 ~'~o ~ ~a~ .g~JF~ER II~PAC~' 12.4: SF ; ~ ` r`
_ ~'~°~..e~°'°1~ STREAM BANK 9a ~ ' ~ ~
~w..~ - STREAM. BANK r.~
.~a..~,.... , y ~ ~ " ! ~ ~ J~
.w _ ,r , ~ ` , ~ 1 ;ZQ~J~~ 2 - 44..4 ~F ~r Q j
- r f , r ~ Q , STREAM BANK ~ ,
__-1 j ~ ,t ~ ~ ~ _ ~ ~ . , , , Q, ~

~ ti ~f < T ,
~u ~~rt D,
d. ..s ~ x, ~ , :.,r / i
i ~ n ~ , , r a.._. ~ , ,r ` IZ CULVERT.. r` ef,`J+
- ..4 r.. . e ~ ~.~.i~.k ~ , ~t~ PEDESTRIAN BRIDGE . ` + ( (D
?`~c - ; k ° .E ; ' NEUSE BUFFER F ~
? ~ ;r? . LINEAR WETLANDS ~ ~.r . = r' o ~ i; ` r ~ / f / I I
, ~ , a l ~ /L ~ ~ /
r r ~ ~ 100 YR. FLOODPLAIN fU• , ~ . i i '~hQ ~ I J r~84/ - ~ yi'~ ~ , ~ r ~ ~ l~ ~ i ~ \ - - , . - t - / t 1 ~ y ,f L
f.- M , ,~f - i, , ~ _ ~ f~ ;
` / - '~y., ~ ~ ~ ' ~ ~ PEDESTRIAN BRIDGE ` ' 01-0~~ 1('3
, . l ~ ~ ' IA - ,~3~~; cn n t c. in _ ~~rv
e. / NEUSE_ ® 1
rLvWVntA ~ tSUh FtH S DRAWING 7
r NEUSE BUFFER. / D' 300'
NEUSE BUFFER W
500 YR. FLOODLINE w~~~ NEUSE BU