20090136 Ver 3_Site Plan_20100223

~ > c Y Y Y Y
IY ~ ~ ~ iL ~ ~ O d
Q
a;
VI
Z
IO/~
r VI > ~ ~
W W W
~ ~ 6 O
U U Ut 3 s ~
z a T u w a
U C ~ Z Z Z
~ Z Z W !7 W W !i
~ D O ~ U Z Z m Z (Y Z C7
C ~ w W i- ~ a a. ~ d y
TIP EI-5100 AA n o 0 u~i w cwn
WBS CON: 41821.3.ST1 ~ > 5 w w w _ ~ rr ~
FEDERAL AID PROJECT# STM-0527(6) m N G7
O _ h ~ ~ O 1 Q ~ [0 ~ u:
CFDA 20.205 U N \ ~ ~ ~ SV
~ O C'd I'~J
1 ty
O } 7-i {j41
( 0.~
~f
-f ~ ~ N
~ .b ~ 1~ ,/^~,.~-y~ 4 a 0 ~
~ 11 f
1 ~ i ~ ~ ~ • rl ~ N O ~
~ ~ _ , ~ ~ ~ ~ , I
P F I DRAWING LIST: ~ ;
~ B ~ ~ ~ i _ I 9 ~ END PROJECT
j ~ ~ STAB 61+70,69 i i I T-1.0 COVER SHEET ~
I ~ ~ t C-0.0 OVERALL GREENWAY LAYOUT PLAN ° ~
~ ~ ~ 1 f 3 i C-1.0 STA 10+00 TO STA 18+00 0 ~ ~ N
' ~ I •~rv ' ~ ~ ~ C-1.1 STA 18+00 TO STA 27+00 ~ ~ ~ ~ N ~ ~
/ i C-1.2 STA 27+00 TO STA 36+00 ~ ~ ~ ~ N o
C-1.3 STA 36+00 TO STA 45+00 ~ ~ ~ N ~
Q~ C-1.4 STA 45+00 TO STA 54+00 ~ a x
J C-1.5 STA 54+00 TO STA 62+25.72 ~ ~ ~ z ~ ~ 3 ~ ~
/ W l7 C-1.6 GREENWAY CONNECTION ~ ~ ~ ;
Q ~~.m ~ ~ i ~ C-2.0 DETAILS -EROSION CONTROL U ~ ° 'b
C-2.1 DETAILS -TRAIL AND BOARDWALKS ~ w ~ ~ a w
HERITAGE NORTH w~_~ i i C-2.2 DETAILS -ABUTMENTS AND WALLS ~ ~ ` ~y"~`~ ° ~ ~ z
f-~ HOLDING VILLAGE ( ; ~ '1 I ~ ~ Ho
i_.~ _ f~ 1 { ~ U
d 1 ` _ ~ 'r x ~ z
~ ~ ~1
~ t , ~ ~ri, ~ l
r ~ ~
1~ ~ Z
t~ . 1 __--w..._ ~ ~ ~
`~_~-p., I W
v ~ °"t NOTES: ~
{ 0
~ ~ °'~..__w ~ 1. THE SITE MAY ENCROACW ON A FEMA REGULATED FLOOD ZONE. IT IS THE W
I ""J \ E ~ RESPONSIBILITY OF THE DEVELOPER TO CONFORM TO THE REGULATIONS OF ~ Q GOVERNMENTAL AGENCIES WITH REGARD TO DRAINAGE AND FLOOD ZONE
~ ~ 1 E ~ ~ 3 ~ ORDINANCES IN ADDITION TO DIVISION HIGHWAYS REQUIREMENTS. THIS REVIEW ~ ~
I I s~ .wt DOES NOT IMPLY CONFORMITY TO LOCAL GOVERNMENTAL REGULATIONS NOR ~ z ~
CONSTITUTE AN APPROVAL OF SUCH. W ~ Q ~
t
~ 2. THE SITE MAY IMPACT A RIVER BASIN BUFFER ZONE AND/OR MAY REQUIRE W U Q., ~ W THE APPLICATION AND ISSUANCE OF PERMITS FOR STORMWATER MANAGEMENT ~ ~ z ~ W
~ "'1 4 ~ t~ f "rt ~ t ~ 1~1 ~7 SYSTEMS. IT IS THE RESPONSIBILITY OF THE DEVELOPER/APPLICANT TO ~n O O
i ~ ~ ~-L ~1 ~ I t i t t ~ ~ CONFORM TO THE REGULATIONS OF GOVERNMENTAL AGENCIES WITH REGARD TO v
~ ~.o ~ ~ r ~ ~ ~ , ~ 1 % MINIMIZING WATER QUALITY IMPACTS IN ADDITION TO THE DRAINAGE ~
REQUIREMENTS OF THE DIVISION OF HIGHWAYS. THIS REVIEW DOES NOT IMPLY ~ ~ U
~i a CONFORMITY TO LOCAL OR OTHER STATE GOVERNMENT REGULATIONS NOR W
CONSTITUTE AN APPROVAL OF SUCH. W ~ ~ \
~ ~ I '_i_. ~ W ~ ~ /O
~ ; ~ ~ I i
' 1 U
~ 1 INITIAL DWQ REVIEW/APPROVAL: 5/26/10 v ~ z
~ ~ r,' ~ , ~ I
~ ` ° E AGE ~ ~ ~ , Z ~
r Z
~ ~ Z
REVISED DWQ REVIEW/APPROVAL: 2/26/2010 Q p
U
t~ w Y
~ ~ S T C START PROJECT Q
o , l S R E ~ STA. 10+00 a i
~ ~ N ) / { W tl ! ~ ly ! OWNER:
N I ~ x W ! ~ f' TOWN OF WAKE FOREST ~~'~uuuugh
D / I ~ ~ J j i'"~ - _ i ,1 ,t 1 ~ ~ PARKS AND RECREATION CAR~~'••,~
j' r , , ~ , i 1 ,r F 401 ELM AVENUE ,~.•'~O~oFESSlp~.~~i~'•,~ WAKE FOREST, NC 27587
/ / 1 o l ~ CONTACT: SUSAN SIMPSON = '~~SEAL9~
N 7466
W J
v ENGINEER '••.o'~FNcINE~;.~:
~ THESE PLANS-HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN z KCI ASSOCIATES OF NORTH CAROLINA, P.A. ''~,~~0 M ~0 ~
OF WAKE FOREST. A LANDMARK CENTER II, SUITE 220 'z ti U ~
m 4601 SIX FORKS ROAD
c~ Engineering Department Date RALEIGH, NC 27609 "c~z sca~E:
~ Public Works Department Date PH: [phone] vER- sca~~:
FAX: [phone] n~n,,~~~ ov. TDI
r - ATTN: DAVID M KOSS, PE CHECKED Br: DMK
0 Erosion & Sediment Control Date EMAIL: DKOSS@I<CI.COM
a DATE: 10-26-09
Fire Prevention Date N N PROJECT NO.
Planning Department Date N 12082306-A
1"=500' SHEET NO. - T-1.0
N City of Raleigh Public Utilities Department Date W NOT FOR CONSTRUCTION SHEET
m 1 OF 12

,w n
O Y X X Y
f t t PROPOSED GREENWAY d 1 'i, i"~ LENGTH = 5275 FEET a 40 ~
IA . F ! f ~i rd r \~f t d f ~ i ~i tt 11yjh f
fi, r' 1'{ a ~ 7 ! t b d s
~I LEGEND ~ ~ i 7 f
- - - - - - - - 30` ZONE 1 LIMIT ~ / \i~ y4A~~ti` ti~ 73. ~hd
I I l NEUSE RIVER BUFFER 1 ` I ; M~ yy0 ~r i\ ~ N ~wr ~ t
• STREAM CENTERLINE / t~ a^ ` ~ f~ a ~ e~ o j f
/ _ r E~ f,. ` ~
- GREENWAY CENTERLINE I I II 1 € Jf . ~ Y~~ f ~ t `v. ~ M
GREENWAY (EOP) / / ~A~~~ f~l ry~t
- - - - - - - - FLOODWAY / r'! X~~ A~ ` ~ `E A
- - FLOODPLAIN Ili ~ \ b `~0~: / \ \ y ~h
- SPECIAL FLOOD HAZARD AREA /J ~ V /l J/ ~i P rn
! h 1 PROPOSED CONTOURS (MAJOR) I `A` ``t4 ~ ~ V7/
PROPOSED CONTOURS MINOR) s / ~M \ ~ @a 7f O
( f~~ i , rir Y\ f~ii
PROPERTY LINE % ~t \ 1 W W W
EASEMENT /JJ \i k~ ~ t `~i t ~ ~ 11 fr i ~ ~t
Y WNER ' _ ADJACENT PROPERT 0 i i ~ `~i 's. t `ii ~ ~ U O i g
/ EXISTING CONTOUR (MINOR) f • ~ j ~ I I
FFF f ~ ~ r ~ 'I -mm--- EXISTING CONTOUR (MAJOR) r' ~a ~ 9 i t U W U V' `4a A ~ 4S r $ ~ W W ~ O \ E ~ ~r t 7
} ~ ; I N SANITARY SEWER ~F' r E~ + : I SS EXISTI G p' r I ti.._/ ~ m ~ ~ ~ 1 {4 ~
r EXISTING STORM SEWER ' ~ 'JO ~ t~ *~\i VI Ca O l~ U U ~
t 1 t^..~ J i y..'!f Z U IY ~ O r C ~ w e~
PROPERTY CORNER r r°r + ~ ' ~ ~ . r-..: o a a ~ r`
r r ~ I 9 r a o° °w w i~ ~ U ~ UE fA U } }
N TARY SEWER MANHOLE r } - ` wJ r I~., i + ` I ~ F 1 ~..i r4.+ I 4 S }A i o in' a ~ ~ ` ~
1 i 1~. S. li T 9S, a o 0 S ~ ~ ~ a
I ~ w ~ ~
1 t> J` k ly ~ ti ~ O N
r ' ~ I r` I
! f \ V 4~,1 EXISTING PEDESTRIAN CULVERT ~ a
/ !f r i i \i1 i ~ II BRIDGE
! r\ FrF ~ • ; rv vv q UNN CREEK CROSSING 'D'
! w gyp'' F It1 I
r \ f II ~ ! FF ,f ,~pF ;ti :,i.~,. _ , EXISTING STORMWATER
/ w\\ pF Fpp f~ ~Aili p I, ~ BRIDGE v '`v ,1 v`v ,F' q t - - ` ~ CULVERTS
,r ; F CROSSING C _ - - j--
.
e FA\ ^ i i 1 t ~ppp 1 , ~ 1 ` 1. I € i - ~
`v, pp, F,p 'vv9~'~; ,F ; ~ i 1 i; SPRING BRANCH . ~ ~ - I I I - . -
1 i iM1 ` l p t;r<a p \ Y 1' 11 $ I`t lr... _ 7i 1 ,t t a , \,\<< BRIDGE li ((JJ~~ ~ 1 > q a S e F` v\ ~ rw p f t 1 \ S~ , I ~ pp ~ ._w_ ~ ~~Q l
F~< pF !p~ CROSSING 6 • I, ~ M1 _ rte, M1 \ A J'xr+
it i i M1i a pp p ° vv vv t ~ i I ~ ~r•~ `w ~ } r ' i a'n+ Jp'p A p \ F'h• Jp ~ ! ~ • ,ter i ~ ~ _ ( / S S i 1\ p f: ~ • U . ~ ~G
3r 9 t 9} FM1 w p pp ~ + jFp °w" e* Fp p IJ f °'wy,.°°'~ ~ rC•~„-, .._.1/ ~''°4;_,:•:ti1i'' f~~G END PROJECT ~ ~
?`F - i / k Fp \ FsF pF \ `f i~•/r' r ~ 'I/ / !r vv t er vv `Z pp ' ®w piF vT rv`vv dF i•~ ! / I STA: 61+70.69 0
1} M1t ,Y ~'p p , `a pF i pp'' \'p e' f...^'• / .../'ef F, r \ µ ~lN r 4, s p \ t Fyl Fps FF / _ r. w ,~,,,..~w•-•._ , ~I ~~ao
\ t l \ p T F 1 Jp r'~w \ rM1`~ M1 tM1 °C p '9 FF pT\ / 1°3 w 7 i/ 0 • ~
/ F a J }a t ttit as ^'~v ~ p p wv pp /Fp vva t~ \ ~~i r { ~ ./~f ~ ~ cad 0~ N ~O .C~ 'F' O ~ ~ N 0
h \ ~La 4r t.+' \t ? ~ \°r\ F ~ ,F~/~ \ f I~ 0 ~y~~ •U ~ ~ N ~ ~
wv t 4 r i r° V' V ~ t d ~ # p °v~U'~ ~•r - A+~''• t f t "'i .I t 3 `°a rX.~~ S r vM1 p av ~ p..w__^-we. ! ~ !pd/i r't / a U ~ x
p/`r 'v<v 1 to ~ ' ~"l~ rvv pp t ~ / y r ~ d / ! ~~l•_ w . w r r p f' w r., 3 F` ~ a~i ~ ~ rn 3 < ~ z
J ' w YF 1 Fp I { i •,t.4r' \ a' f iii .-J ' \~w pp ~°~.~RITA aC~ p _a____ E , ~ •x, I I \ ewy p'Cp Y F 1F p ~ i / lr~' \~L'a.'• , / 1 / p 1 1~ ~ w d / i ~ r. ~0 ~ ~Q r' ~ to a, ~ rH~ ~ ~ ~ u~
v y 'rM1 SUB IVIS N,r' a, r _ .1 f ,i ,F wv w 'gyp F,FF i i I ~ DUNN CREEK . / `J bA O ~ O SC
+F r Fit- a v~ + ti } 1 ~ ~ ' ~ s / 1 ~ ,,r ~ w ~ ~ a w ~
,r ~ r p t _ ~ / f~ ' ~ ` Y t \~pp pit ppr j F~ °°Y` 44 rFy t/ _ p ` i~/ ~ i ^~M1 ( r i -t~ ~~w¢ 7 • ~ ~ 0 a
p/ A\\ rrw r F rtr A p p ` t '`1 1~\., i a. w\ sw ~`"w i`~ t` / ~,.f'F' a 4 ,p v p •C 'r M1 M1 F p, t t 1 t ! w w ~ v rM1 x 11 11 i s'i ~ w a
F4F \ F A \t \ 1 ,F / / A 3 4 f / j ,.,,'4r \ r !'pp \ t \r f~ r~' M1\ ! FF F ~ S 1, r/ ~eT\ i ,p ~ ~ ~ ~ ~ ~ ~ J M1 1 Ff a F1F v s l 'R~ M1\ ~:t } / ~ / f it v, r r' e t av v r ph 1 \ ~ ~w F' p/ X~ f / !F V ~ ~ i t ' ~ rrr t 1 f ~ t fµ } ~~Y ;~~NN7 k \it Al ~`l r ~`1 lfF,,.~` ~ f ~ U
vvr p \ v t + ~ Fi 1 ~ a, ~p 1' `°y Y / 1 wvv v I ~ ~ j f^'' € J'~., ea va vM1 p va X yr / ~ t o ~ 1 c 1 r ti~a.i p~ I r r f p °t rf~ ,ij 31 i r'' R ~ O F
v °r \ ~\K 1 ~ , ? h it ww~ ~ ` i ~ Jv r,W 1 , r \ \ \ F r ~ w t p w if f, ~ lkp / I ~ I k r Y r av v .'t, v f,,,,~ w r pp, V / a, ° ~~v p J"Y 1!'v i :S ,,,..y'~p i I i w J r~ > p Y~ a iii ;i i r" xf V] 0.'
\r ej r ~d\ tF p \ t tA* r i ~ \ rF if p °wr m-~""~~ i € 1 ~ ""_.>k-__"»_W,} r,„yg / ° ! 4 a pF \ \t \ i' p e 1 ° l t to °a ! r'! t `44 / f1 x it \ 1 y i l ~ ' s ?~r
r"M1vM1 vvv r t~F tv v vv 7 v vw !p !p `L jr <r ww~ 11 f v r,,,„-- i I I ~ t rr }r rd ° y pp M1 r > i w a <v ~ Y Fp v)r ' 1 , 1.' / , t r v r / t p ;S I ~ i } } ° "x~-., r / ! v°. e ~ p y J 7t, ~ 1 p , T Y r+\ ~ / i t } I t } 7 t ! f ! li i ; ~ i l p
~ ° va ~ ` vv p' V~ °'v !p y r rF o f F ~C z ~...r t d 1 I I t r i t r r f ~T„~~ f= w j ~w ` \ e T ~ / r r \Aw ~w O / ~ s t t 1 I ! d t ! 1 } `w.p..,„w F ° 7 1 vv var F v v v ! v' /A ° a s f v/ a' / .r^_'_ y ~ I i i a t i i r t f ~ vv ~ ` i t '.v ~ ~ ~ r t p .~`'v r ib. t i c d . : } } rr r i ° ~ t r' ~ }
7 ti 1 r'<v rvw r• vv a~"'`ik wv ve -/J ~ ~ ` S ww !r ppr v p,/ wP° ~ l~ l ~ i ~ ~ „,_,~..d-_..__.J.-..___''_.......-i___....m.+' tt t t r r } rvv ~ /%"1 pF7 t v'v ~ ia~ / ~ FF v~ ~ V`.y r ~`e rli i ~e ~ ~ ` i .f ~ / a t t r } } t } J 3
a v~ w1~~ 3 s -_.k,i^` Y t' / p 1' p p l r ~ ~ .r"~ / t } t i r t i 1 v rv rp ~ k i d f F i F v rvv 1 r/ r ~ p~v w, ~ '""1."'' t 4 w"~r` ~ I€-~ € ° P -tr_..,'"`"°r•-.. r r 1 I t j ~ ~ ~ HERITAGE Z I NORTH \/7~ w Q
`o f~ Y j t i 1 `ti r 1 1 ~ `e ~ l `v a I .i ~ r' s i i t ~ I I } _ `'°"r-_.. ``t^., i rl I I t ~ 1 r F` / ,wv % / ~ x ' ! - i'' ? i r t I t r r "-r__.. t I I ( 1 ~ 4 ~ E I ~ i 3 E ~ 1 LL (1 a
~ ~ / 'f 11 ~ ~"T i 'Tw,...a } / ' ep / ppF p/ ~ > ~.y. _ ~ _ f % a~ .-Aa sa r ~ } w I e{ i i II } ~ ..i ~ ° } 1 1 ¢r ~ i~ t 1F / w~ t' wY ~ rp r4 Syr vi"J~ : ~ i ~ i $ s 3 I t r t tt } k 1 ~ J
\ } i ! 1 F / e\ E ! ~ f i/ ,.••h ~~y~~ j i i ` i I 1 ( 7 t ^°'.I..„vw„ pf'/~w\ ^..y d J r ° ~ww F p 1 J P r t } i i 1 € I ( i i t i i t + 4 `^~L / i t t f ~ 3 \ J yr f p ( ~ 1 t 7 f 1 1 F t ! t 3 1 __-w \4 y 3 r ! `1 ! sj w`t`\ / Fr'~ 1 d 4 t jk 7 f : t } f = 7 `t....,,,~ Q ICI ~
/ v 1 1F t t r p J p j'p M1 r ~ .~1 t -~_~'__'~___-~____.t__,~_., } r I ! r f I I >a FF ,t t 7°...,,. f } t t ft I p I f / M1 1 i S .._,S-,^-_"",.. f d t t 3 , i ~ I 7 I 1 N ~v..w } } v v` wd l ~ I t I E 9 P \ i
I r 1 ER / ~ ~ ~ , a,a? } t } 1 1 ITgG } i ~w~ } 3 ~ i } I t i , /v 1 1 , ,..-w'-- I ~ t 1 3 r 1 ~ I I I r ! ""p"^- pp """I"b,. } I r i /k' , ! .r'"`F` I A 'Y"'~ -.^,-d. r 1 I t I p ! t r 1 t 3 3 I I' + i t ! r } `/'•w..~ Glj~ } 1 t i w 1 x'' I ~II r, ~ p t i i ~ 3 j ii ~ ~ ~ ff~i\ tjil /
f d t # f r '"l,r V J ""`d,,. d p / w }r ! l \ spa 'f i } E 11 I 3 1 € i ,F r r r °-~w~ OR ,1 ,p ~ '`v ~ UNN CREEK , , a : ~ :d--"...1_._ l ! t p i i ~,.,,u ~`^.,y.„ / r ! e ~ . v , r i >,»r°~ ~ ,.m,-- T_- 1 t € , I I k "'7""^ = ! } f II rt 1 ``r, w I "'y/ry,~' \ .l. °rti rp t ,„.-n`"" et rl "'^k`^ ! f k I t ~ € ~ i t 3 1 i ~ L O € g ~ ~ S r' ~ g ` I j 1 1 3f 11 ( f g ~ f/
t s} r r T^ 1\ i ~.da r. ~ J Av w^''~..w` r rr } H~ t I k I f 1 a } r f i ~~ra a v ~ - ,,r~,~'' ;r ( r r3 17 R~r pI I I 3 I ~ f t ,,.Rp i t r L ~ / ~ `
r •r !r } r r ~ _ t M1 v v pF ~a w-,~ } 1 k} LAK r t ~•r.. r p t t 1 i t tj t I \r n~ i aYF, , pf' r° } t ~ i E r r' Ate` 15\ ji tl t r~~~~/ t yl ~4
w~~, } 1 t } RD } i I +.~+r''^....~.,~.~ ~ 1 €r i t° i i ~ M1 / r 7j !p w ~a p p'' ;s'~ t r' ~°?~4 ik r' !r } .,P ~ t k r~ t t k t I iI na •A° t } 1 } t ° ° 4 \i 1g ti rr 1 ii ° ~ V ~ Q i i ~ i J h \ l S y rr o~ O ;~f~ ` r ~ ~ W
'~`T"'w.,-, it ~ I fl 7 t } d I { y/• t ! il 1F ° ,,}rr r' ff I ~M•-i p d 7 t i w 'r°~ww-}r i r} !t _ ~ 3 .i.i i M1 / rF` p` vY''` r }r rr r ~w., f i x r} } i i t L ? O O
{ 9 tt /F \ ! b" p"jy it ? t/J ~ ~ r~ ljt 7tf rlti~ IrP II t} ~ fit It I k F 6 f~ t \ i : ~ ~ _
E 4t 6 ~'r / \ ~ ~i .F`w °°\J' p"f ttr tr M4.lg 7f Pr !f h`i'..,~ t} 1} 7 !t pr i i I\,+•
NWAY ~ ~ ~ r } r EX. GREE v ~ ' ~ r d} ! r } v, :r I 1 1 r r v BRIDGE ~ ~ '°r' v i { w a, e r' ,r t 1 ~4 1 Sf §i ~~p r"r ly 4 ~i ~2'~~ \ 'Nr 3 i i t ~ 1 ~ I~i~ 3 S t i .K'tr a; 1 vet I t i 1 ~ yea
, ~ . p rC lY !1 .~.-..,~$+v-. ° ° tp t °n° ~ } rl M1 °n ' t !t I V vv ..Sf pY '`w~ ..r• •-•Ya - r r} 7 r t t r 'rv b.,y ! k , CROSSING A ~ ,..;k- vw p !F } r r ! i 1 ~„Mr' ° ' 1 ° ~ V 7
~ ``Y , pF rl J' F~.RITA r' rp I I ' E i w~'SN 9 i ~ Abe ~^y1 i 16 11 d ~ d
pp v\ tr v\~'r`! ~ tt `'°d f~ fr ~J~DDI `,\Y d+ pl d^'a dl le i i ~ is9 4 ~ i~fr Q 1 r^°~~x ~ S, 11 i} 4 i q 'Ar' ~,r' , } i may, ~ W
.l 1 %~p`w ppp`~v v ' f vv 11 } 1 rTww tr pa pr `vw ~ r i 4 h~ 1 i\~ tv r p° 1 r r v r' p $ t ¢ i S ~ ~ W t G 4 ~ ,Nr P j ~ i ; ~pµe~yt ~ i~
1vv ph I 1F v l vv vv v 1 1 p r w"~ r p ° lbw F' i I t vv~ i ilrl E~(p yr Y F} ~ v <EX. SOCCER M1, pE \'\~FF; .3 i t t j It Pt 1 ~ 1 t ti
FIELDS ~ /`y'C ppA q~ \\Y' f/ ,t- +\1\ \l ,w ` pl' tF' !r lp /F 91 ~t M1 t rgrwr~p 1F ! r f t r\\ tp K ?p sl Ft f % a\ € pit }i ~ l ~ ~ t t 1 -~'°~YYY i t ~ hh~ W ~ G' 7 ~ 11 t~ l ai ` s tt j i i
p p J~' ,1 a p J p F w\ 1 ~ p t ~ f M1 f• vv ` p! f p~•...~' 1 nM1 f v f p rp pp w"~ r to \M1 ! ~ O i f r 4}~ t ~ \f
EX. SOCCER ~r•,•, ti / ~ 11 % ~ i p fr K r v r y a e } L` f~ rr~ 4P~~ t z V J \iii }i\ 1~ `a~ k
FIELDS i v , ~ , _ r p , i i ~ yr ~ 1 r„ i "4 ~ Q
a t.....-.._\.._ \ a 5 t l
~ Z 1 ~ I I I
' r° 1 d~`v ' ~F ` as ~Fp J / J ~ ',~w,l t r~ 'i " ~y O
E PROJECT ° ° r ,r `w~ ~ ar ST~,R~T ~ ~ ~ ~ v, M1 i O U r~ Y L ~
• ` ~ O~'00 lr ~,w pl ,.1 pl \YF y` F p r\ ~ STS,. ~ , t 1 i ~ d Fl pr ~ \ e ~ I ` t M r t t i k ie
i € I I f ` p 0 e pia M1 e 1 k 3 i i ~ ~ s i pF !r ~ v rv aM1 ~ s ; I i r I I gm ~ ~ p p~ ' ' i ' 1 Q i i
5 I 1 ~ f 4 l I 1 j € 3 } jr E a 1•_. ~ \~w Yl p'ap L ~'F I e ~ > y ~ e if
O S i s i i t ! f 1 E v\`( r tr \ 0] i ri k I t f 3 r J ~ \ pF ~e ~ r` + i ,,1/1111111/1/I,
i+ i } it 1 } ~ r A I' A v N S } t i I r r 1• l wy°~~t ` Vr ~~rp ' t\ o a s s k r a t r } t s °'r. 1 j, ~ as t W 4 f~a„„sw J f 1 i` p-- tit d \ 1 i\ \
W .,..L.^'".. ] tr tr t i i l i! 1 i i id tl F ! 1~ 14 p ~ ~pe ~ / f ,r i i f k l 7 1 f 7 t l t t ' 4` 1~ \M1 ?
p7 1 i ! \ i i t i t t l! I } t y,r^ p ( ° 11l Y F/
T. iS kk ! k k f ~ ww~ i 'w \\fY f f s\`+ to s m ! S i I t } d 1 ! p 1 i \ \ ~SEAL~
~ s t t { d t tr j w'`~b \`b w ~fPo°a ,~`a I ~ ° } tY,r 7466
(G ~6 S4 ; € I 4 }I prS 31 Ir`~ ~ `'"ro.„ ^r~M1 1t 1l1 3 ~4`\ di l~t\ .N. k i 9 { 7 it I} 11 It t it 1 li to ~ > i ~ rA,~ h \ l l t S
} 8 I i} _~m--.-~wa~ t d i i 4 \M1 ~~J~ i i p 1 Sr i 1 I t 'M,y t i r t d 1, 1 y..,-¢
3 t 1 3 k 3I' M1 ,I,t"„«., t f `wJ t ~y \ \ •,,/,0 M
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE 0 A` U Y
s k r ~ i `y r1 ~ M1r w ~ OF WAKE FOREST• St € f 1 1t 11 e 1M1 ii 1j~'F i i \ ~ w° `T HvRZ SCALE:
In EI ~ i r#°W i I rM1l to M1 M1 VERB SCALE:
De artment Date _ ~ 9 9 P f F to (4 1 • cRawri cv: TRL
i M1 \ 1 \ 7 i 1 a. \i Public Works De artment Date GRAPHIC SCALE
P ~ r _n ~ ' v, I rw a vw M1. °'l ~nn~ n inn' e.nn' CNECKEO ev: DMK
~r Y ,tt t` i t r' %Li - - - - - - - - - - - - - - I% ~DATE: 10-26-09
Control Date i yr ~~y 9 rr~ Erosion & Sediment A` F l; `E PROJECT NO.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - "p ° 't I I IN FEET } 12082306-A
Fire Prevention Date N r / t e y , r l f ]inch = 200 ft. ,f SHEET NO.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t Planning Department Date - - _ C-0.0 NOT FOR CONSTRUCTION
ell, SHEET OF . - -
A - - City of Raleigh Public Utilities Department Date
J

I
LIMITS OF DISTURBANCE = 2.9 AC n ~ ~ x Y
• P 0 ESMt. LOT 656 ZIL~~ U t a r.:i r..3 n o d 1 .m....__...w.v. ..._.._3'__.._..,. t
\ \ I ....M..,_
V ~ ~ ~ ~ F
\ STAI. 0 ORTH CAROLINA.:. 1 ~ ~ , ~ ~ ~
\ STATE OF NORTH CAROLIAA FIN' d! 1840-72-1919 ~ \ f T PINY 1840 62.8697 DEEP 9069-04 ~ p' \ TOWN OF WAKE FORES DES` 9069 PG 01 \ ~ '1 ~ ~
PIN ~ 1840-62-8264 \ \ \ DEED 9372 PG 2666 \ I OWN OF WAKE FOREST r ~
• PIN ~ 1840-63-7946 LOT 657 ~ LOOD PLAIN DEED 10537 PG 709 ~ PLAIN ~ ~ j I ( III
\ f o \ Y,I~ LOT 658
\ ~ z ~ PC = 12+32.02 # / ~
\ ~ ~ ~ v ~ o / LOT 659 ~ LOT 6F0
V ~ ~ ~ ~ PT = 12+61.25 v ~ ~ 1 , \ LOT 661 HERITAGE WAKE FOREST j ~ SUBDINSION [
\ ~ o f \ BM2005 PG 709 BM2005 PG 712
\ ~ = 1 + 3.71 fL00DWAY \ \ I ? ~ PC 2 3 T ! \ BM2005 PG 711 ~ ~ I BM2005 PG 708 ~ t
V ~Jy t may; ~
• \ ~ _ PT = 13+04.28 a A I tit { \ ~ ~ ~ LOT 663
G2 2 . A / 'J~ " ' t~ t J ~ ~ ~ ~ LOT 662 ~ ~ Z I ~ EXISTING
a~, 0 A 0 ,2~~ 5 ~ sF ~ { ZONE ~ ~ ° SCOUR HOLE ZONE 2 IMPACT ~`f ~ \ ' (n
. 1 r = 1 + 6 EF C ~ ~ t B2 ZO \ t sF ¢ ~ ~ 2~, >s~ r r~ B2 ZONE 2= 790.99 SF= 0.018 AC ~ ~ ' I ~ I I~ ~ W
' o goo o / , GE~ ~ ` 82 ZO o o ~ + La lp p0o o L aA~ \ , D 82 ZONE 2(TEMP) = 545.52 SF = 0.0 3 AC ~ . ~ ~ y s 1 t
\ ° o 0 0 0 00 0 00 6p0 SF j i 0 - LOD~.~ t ~ _ t ~ DET PC z 17+27.28 ! l ~ ~ ~ ~ o - ~ T = i7~29.37 _ U U
\ ° o0 0 0 °o 00 0 0 ° °o 00 0 \ SF ` ~ I- - 14+00 O• - ' \ °o o ° °o ooo~°o oa o o ° °0 0 0 0 ' gF Sc~ S ~ i- ~ \ p ooo°ooo °°000 0000°00°0000 0° / ~ ~ ~ _ F__un~F~ SF ~ ~ ~~111 i 'I ~ i!'~~ I D' Loe~.,,_ EF DWG ~ . ~ o, z ~ ~ ~
0) 00 0° o ° o0 00 0°0 ~ / ` i fir; SF I i ~ ~ ~ I ~h.6B---~•~'tOD , L ~ ~ _ ~ ~ ~ r L ITl ~ w w d J _ 15 ~ ~ _`"'~-LOD LCiB•-L~ ~ ~ \ ~ ~ ~ ~ E)G#~TING I ~ r ~
\ \ p0o° ° p0 000°°00 °o ° o 0o i ~ \ ~ ~ '~E r \ 00°000 0oooo`eo 000 00 p00 0 0 ° ~ ` 0 ° o p0o p0oo ° o°° ° ° \ ~ SILT FENCE-~ ~ ~ 0 0 0 0 ~ COI ~ I CWR HOLE sF 1 _ r' _ 16+00 i0~~" -_-._`~roD ~ ~ ~ ~ ~ ~ ~ w w W
) o °0 00 ° °o° o ° b°°° ~ ~ ~ ( ) ~ SiLT FEN E-~~ ~ , - SF ' °ooo p0ooo ° °°°QO ° ao o r^` ~ i A~ T1P. ~ r k ~ - ,r,i OOl SF .rl ~F zIF,-_ SF _ r5F ~ - i ~ ~ ~ ~ ~ ~~.~00 `'tee........ L 7 ~ • LOD'~r-...{gg ~ n ra
\ p0 p00o ° p0oooo00 °oao°° oop0 S / ~ _ CUTLET ~ ~ - - - ~ ~ A CONSTRUCTION ) °o°oo° ° p0 o pppp0 ~ ~ kOGK INLET V - - - _ _ ~ ~ ~ - - ~ - OOl 401 SF SF 17+ d i U 001 ~ OOl SF SF i i ~ ( C ~ ~i ~ 3
"w, ~ 0 0 o F 0 ~ _ ~ V_„ \ENTRANCE ~ o° ° ~ S ~ SEDIMENT TF'AP . _ _ _ ~ , ~ \ \ Sp ~ ~ 3 W `TYPE 'C'-SINGLE - _ ' ~ ~ - - ~ - - ' - ~ ~ ~ ~ o a ~ n c
\ p SF • 00 % o. ~ DIRECTIONAL ~ ~ C . 0) ~ q fL'tW ,JLT FENCE- ~ ~ ~ - ~ ~ ~ ~ ~ UTLET -o ~ ~`Lf ~ o w rn yr
c^ G .r"' \ ~~G a SS ~ ~ ~ ~ n ~ = 5f "'~F'~ r C vi w w til
\ OODWAY \ _ \ ~ ZONE L IMPACTS ~ ~~si~r FLr TP . ~ ~
\ ~ _ . BE = 885.4 SF= 0 O~OAC ~ ~ ouT~LT ~ ~ ° ~ ~ ~ ca o 0 - 617.62 SF ~ 0.01 AC ~ ~ ~ v ti
\ L / ~ ~ ~ ~ ~ ~ \ ~ 83 (TEMP) - a 1 ~ L~ , ~ ~ ~ U>~ FENCE a
~ ~ \ A F~ ~W ~ _ ~ r^' ~ l ~ ~ SILT~FENCE
\ ~ OUNI9 CREEK ~ ' ~ _ ~ OUTLET ~ ~ ~
• \
\ ~ ~ ~ \ \ f
\ ' , \ ZONE 1 & 2 IMPACTS ~ ~ ~ ~ _ ~ ~ ~ /
\ 81 ZONE 1 = 1643.98 SF= 0.038 AC ' - - . _ _ _ _ ~ , ~ ' N ~ & b ~ ° N / ~
~ \ B1 ZONE 2 = 1676.70 SF= 0.038 AC _ , ~ \ N ~ _ a~
u• \ \ \ \
\ ~i~ ~ z ~n ~ ~ ~ O 1 ~ I P o ~1
IN x ~ 50 X01 ~ / FLOOD PLA ~ ~ ~ ~Qp j , • N
t \ \ / SON tiON~ ~ ~ ~ ~ ~ a O / ~ ~ ~ U1
l ~ ~ . \ 2 ~ ~ ~ ~ ~ ~FLOODWAY ~ ~ ~ Ca V
~ v v i' \ / / ~ - - 2 0 ~ - - ~ ~ ~ _ / ~ ~~~z ~ o
~ . . _ ~ . ~ ~ F ~ U ~
\ \ V ~~~suRVErEO ToP of ~ar~K \ - ~ / ~ m
SPECIAL FLOOD \ ~ ~ ~ \ HAZARD AREA ~ ~ ~ ~.....*~,....eb,~""+... ~
\ ~ / STATE OF NORTH CAROLINA ~-APPROX. STREAM ~ ~ ~ CEIdTERUPIE / ~ _ ~
• t ~ PIN / 1840-62-8697 \ \ ~ ~ , ~ > DEED 9069-01 U ~ O ~~-APPROX. TOP rJf BAG1~ ~ C},.I ~ ~ .-i
~ , A ~ ~ Q • ~ ~
t ~ ~ ~ ~ y ~ Ql N ~ ~ C O O 0~ ~ 0 T___~ = _ _ _ Cd ~ ~i ~ N
~ \ y~ _ _ , U ~ N ~ Q~ U
GRAPHIC SCALE
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN 30' p 30' s0' v, • f~Ua`~ 3
OF WAKE FOREST. ~ ~ ~ ~ ~ ~ o94~rn~
IN FEET) U ~o ~ o k
Engineering Department Date ~ ~ ~ ~ ~ ~w~c~aw,~
linch =30 ft. Public Works Department Date
' i ~ I 1 j. 3
E ~ Erosion & Sediment Control Date I ~ ~ ~ _ _ _.r. 1 ' 1 ~ _ ~ ~ > 2 ,F w ~ _ ~ _ L ~ ~ ~ . z ~ a
? I ~ •i i i • I
• ~ ~ ~ . Fire Prevention Date ~ - - I ~ h 0 1 ~ ~ I I 9s ~~p
E ~ f _ z a _ _ _ 6
Planning Department Date 'I f m r 3 I ~ r.
~ ~ I _ ' i h Public Utilities De artment Date ~ ' City of Rale g p I ~ _ ~ I U
_ ~ _ ~ ' 1 ( I
I __M . _ a ( _ _ ~ ~ _ _ . _ 2
244 ~ ' i ' I 1 ~ I I € . _ . _ 3 . _ W _ ~ ~
b.. , ~ f i ~ j 3 3 _ _ - 242 ~ LL
' i _ - - - - i i ~ a _ i e - ~ 1 ~ ' _ W O
~ _ _ - i 242 ° o
( ' ~ I I t ~ ~ _ _ _ . ~ . -s- ~ 3, d T.. _ _ _ - Q
I ( I ~ 1 i ~ ~ I ~ Z ~ ~ + . ; _ o e _ ~ _ _ _ . _ - ~ ~ . _ ' I 249
' ~ f a_ . _ j
240 ~ _ ~ _ i ~ ~ n , ; j ~ I I 1 j ~ ~ ' ' ~ ~ € ~ m _ _ ~ 6] ~ ~ ~ ~ ~ i _ _ . r _ . _ ~ W U ~
~ a..,_. ..3 - 3 E ~ ~ Q
3 ~ (t~ ~ O K I ~ tt l 1 7~ 3 1 1 ......m M ! _ __.~y-_.. _ ~._t...... 238..
I~ v N h Ni N~j ip I.. 238 + ~ ~ n a ~n 7 I ~ I I cJ_.... n r"'i e. _ ~ .IL..
F. ~ ~ ri `R l ~ II i d II i a N I ~ I i ~ _ . E e ' ' ~ ? . _ u00a a . PRE...ENgNEET2E -STE0......_+ w --_.._mN n t . . , ~ e . --II o0 = I o ~ ~ N II "t w tt 1 5
j ~ { ~ ± ~ .PEDESTRIAN BRI GE. THE N w( ~ II ! 1 N w 'BRIDGE SHALL ~ II ' ~ ' I I o 1 a~ (li p II ~ ¢ w 23 m ~ _ tu... a w _ _ .,i(r
it a ._II 5.. __.~_1'TkIERIN.G,S.. h AND_ ..II_~5` .w... _ _5...... ~ - _ _ ' , ~ . ~ . ¢ a 'SHALL CONFORM TO ASTM a a3 ~ w . ~ °T ~ ~ ~ M ~ ~ o 0 _ a n 10• ro ~ .r + ~ ~ w a n cv it F- a ~ ~ II N 5 ~ o ¢ ~ ~__M
236 _ _ . o] N N ~ A847 AND AS A588 N I N 5 + ~ a ~ ~ 1 ° ~ ; ~ + M O _ _ ~ _ _ _ _ ~ _ l
' ~ m m 07 3 N I S a. BRIDGE A 5 0_ _ _ o _ _ _..0,._. rq tfa ..W._.q ct .._-r. ..~..5°_ Y M N:. M m ~ M ~~pp N + d ~ E d z M N ~ 3 + M M tl II ¢ w ~ N ~
I ' N 7 ti ifl Oi O N ~ y [ II > ~ II II~ 1 K7 N t } + M ~ ~ I ~ ~ ~ II 1 II O N o N A ¢ II _a . ai tl 3 N w N_ 1 II II _ F w._ w. W ~ o S a _ I 234
234 li II i ~ . i g a ~ ~ w1 ~ 5 w, ~ Y I ~ ~ ~ II ~ a ! ~ w ~ rc- w ) g a INw w as 5 ~ U~j O g a ~ a S _ _ D.7
e ~ ~ . .4._ ~ _ _ . _ - - ~ r ~ ~ ~ ~ r
N ~ a 3 S a 5 a. ~ /1 I i ~ i i S a i r _ _ I ~ I 0.~7~ _ ~ I
I a _ _ _ ~ i : a ,yp J i ° 1 5 e 232 U I-
h• 1'~ ~ 100-Y,~R FLOOD ~ _ _ _ i ~ c 1 _ ELEVATION I . 0.56---... ~ , ~ N J 0~6
o ~ . _ ~ 7.3~ _ ua• . ~ . ( ~ I 230 Z
_ _ m__ I 1 ~ ~ ~ ~ ~ ~ ~ . 3 j _ _ ~ D _ I I I
230 _ . _ _ _ . 111 I ' _ o ~ ~ e _ - - ~ I~.
F t ~ ...s.m _ i _ ~ . mod. A 3 ~ 'tom.„. i I I i ~ i I ~ U
j ~ 1 w ( ~ i ' _ 1 w ~ _ ~ ( ~ . ~ , . ~ ~ _ ~ _ _ z2a Y i
3 _ ~ ~ m. . - _ r 228 . _ 3 F ? ~ 1
~ ~ ~ I _ . __.m I j • , _ ~ . . I_ _ . j ~ I i
o I ~ 1 _ - ~ _ _e ~ _ _ . ~ i ~ I i ? w i ~ , I _ 226
I $EE,,,BRIDGE I ....,.,3 ro _ _ _ _ ..u _ _ ....m..,
w 226 ~ P ~ ABUTME T DETAIL SEE BRIDGE w SHEET ~ 2.1 ~ ABUTMENT DETAIL, i s
' i S~IEET C-2.1 ( ~ _L.. ~ ~ i~ € I
m _e_ ~ ~ . ~ _ 224 : ~ . _ I ~ _ ~ SEAL ~ 3
_ _ i I i : _ o. i I 0 224 _ i 1.._ • ~ i __e _ 746
I ! ~ ~ ~ € 1 e e _ _ . 5
. _ _ _ _.1_ . , 2
' 1 I ~ ! i - ~ e ve 3 _ . ~ i _ ~ ~t I i ~ ~~~~am A~
222 . _ ) I ~ I i ~ ~ ~ ~ 'I ~ III ~ ~ ~ . ~ I I I 1 ' ~ti W ~ r _ . . ,
_ m I) ~ ~ - ~ - _ -~C i _ i. f ~ ~ ~ I ~ ~ HORZ 5C4LE:
I ~ A i i I i ~ ~ ' 3 I i , i „._m. erg,. T i ; EXTEND DRILLED 1 u II_I ' t I ~ _ i ~ 220 t r l~R~ ,"SCALE:
~ 220 - _ _ _ °I-~~'PIER TO ROCK ~ ~ l ~ E><tTEND DRILLED i ~ ~ I (ELEV 214 t); III I I PAR TO ROCK ~ ( I I a
~ ' 1 i (ELE~10 fa _ _ f ~ ~ . ~ . . . . _ i _ . TRL
_ - - I _ ~I i ' i ~ i I I ~ [ I ~ ("HEi,KLD UY: nMK
I 218 ®
_ I 3 218 DATE: 10-26-09
a ~....._N 1 Ec, No. - 12082306-A
i SHEET NO.
A 1 ~ ~ o { 13+nn 14+00 15+00 16+00 17+00 18+00 C_i.0
11+nn 12+n0 o 1 n+00 =NOT FOR CONSTRUCTION r;EEr OF
w N
N D

1 fr° ? ~ ~ ~ >
i F ~ ~ i w'', k ~ 1~ ooa o 0 0 0 00 0 . l,. , ~ .r O `s L' X Y
i ~ / ,,-6" a a ~ l~ a_ i ~ ~ a r„a n x, _ a
F ISTURBANCE - 2.9 AC 00000000 - ~ ~ LIMITS 0 D { 00000000 _.w ~ J 1 x ~ ~ w_.__./m.. ~ s a
/ k 000 °°""T 0000 ~ i 00000000 ~ ~ 0000000 ~ I ~ ~ s ~ {
` ~ I } ~ 000000000 t a~ ~ ~ I ' { j 0 0 0 0 0 0 Od,. '
k ~ 1 000p 00000 C,'~Y q. ~ ~ ~ ' ~ ~ p0oooo00o D ~k
1 ~ ~ ~ 000000000 u~ ~ r~ ~ I > ) ~ 1 °°°°°0000 ~ I 7 f'~ °00000000 0~ (OOs I /
r,r` ~
ik I 000000000 ~ ~ o 0 o a o ~ 1 ~ ~ ~ 00000000 g r'' { ~ ' ~ ~ LOT 780
t 'k + 000 000000 0 oo ~ t ~ ooaoo o ~ oo) APPROXIMAT /-APPROXIMATE ROUTE ~ ~ ~ ~ ~
~~-w i LDT sse I ~ ~ ( FIELD ADJU~ 'k ~ o ws ~ °o FIELD ADJUST AS REQUIRED y 1 a.-- ^~...M ~
~ ~ ~ 4 1 0.89 F ~ 00> ~ ~ SILT FENCE ~ 25 ~+C TOWN OF WAKE FQREST s' ~ '
OUTLET r ZONE 1 & ~ IMPACTS / o 1840-64'77176 ~ ~ r PIN ~ ~ . I DEED 10537 PO ~ S1 ~
t 65 ZONE 1 j= 297.72 SF= 0.007 AC ! / ° oo ~o 65 ZONE 2'= 2045.07 SF~ 0.055 AC o ~ ~ ~ °o ( ~ i 1
LDT ss7 B5 ZONE1 TAMP = 156.11 SF~ 0.004 AC ~ f k ~ ( ~ I ~ , PT = 25+29.63 ~ LOT 782 I t ~
k ~ ~ B5 ZONE2(T?iMP) = 1015.16 SF= 0.023 AC ~ ~ l ~ ~ .a.:' :u: r ~ 1
k I J ~ t up tpWN OF WAKE ORES o m PT = 21+23.74 , ~ ~i , PIN 1840-6~-7946 0 ~ a FLOODWAY~ a FLOODWAY ~ ~ t t / f / / / LOT 781 tl Fkls ~xJ~RRC 2 ~
) ( ~ LOT 669 ~ ~ ~ 10537 7D9 A ~ PC = 21+15.54 o° ~ DEED m 1 m... t~ ..r" J Z ~ ~ ' PC = 5+20.25 / f ~ OR/ nNC 4bR I ~ I i .
- - - - - - - - _ - -FLOOD PLAIN .y" w„, re SILT FENCE j1 f i > 4 ( D ~~i
OUTLET ~ < / ~ X ) ' ~ ~ ~ exr `'e0~s Kok ~ ~'i ~ w ~ w
0 ~ ~ / WAKE LOT 665 t ' - - - ~ z S RAGE SION - ` _ m o z'. ~ ~ ~ EYE RETNNING WALL ~ ~ S~R~RC 2qa ~ON~ 1 ~ ~ ~ ~
HER gplN Og - _ ~ u ~ ' E ! 005 PG ~ 12 f ~ - ~ O tV z
~Q005 P ~ 111 ."i°" " . Tr - i P - TP,1-~--~TP TP TP z gM20pg PG mow. ~ - ~ L T ~ LOb L L LO\r LOD LO ' ~ ° r ~ , J ~ ~ f , p y LO LOD LOD LOD D LOD LOD OD t, ~ ~ ~ ' / i w w I E 4 r1 (K
5 ° ' E 200 i v BM ~ r, ~ - -I „ ~ ...2414.0..._ .__25+00 ti ~ ~ ~ s / ~ _ . ~ r.. tr ~
LOt 663 ~ , ~ LOT 664 ~
G EXISTI / .w.- " FLO WAY LO flel 01 1Crfi°'° . -ao~ "OO"I'~-~ aOT S a~ aoiF - 5~;- y, EXISPN ~ 4 D'~A~~- L R HOLE . SCD HOLE t~- yi QOT- ~_QO"f_`~i7 OOIS~-.:i~~..."SEY._ ~F SF °~O ` ~--F - S ~I '4 "l~ ~ t # ~ z ~ m
SCOU ~ D' f / ~ FEMOVABLE PIPE ~ OVABLE i ~ ~ ~ _ , ~ BOLLARD \ ~ PI E BOLLARD / ~ / ~ ;,III I 't - ~ n0 -
~ / LOD~00 , P / ~ ~ I A ~ ~
i ~ ~ ~ ~ TP / 1P~ w.,." \ F ~ SF ~^-~..a ~ ~ysl0 o~po ~ ` O ai ~ ~ y~
y _ ..1 , SF 0 ~ SILT FEPJGE y , .i I ~ t ~OD~ SF / SD / ~ 51LT FENCE " OUTLET i
Q ~ SILT FENCE t D'~~ ~i F / / ~ (TYp,) A ~ ~ ~ / OUTLET SF ~ ~ uMITS of ~ ~ \ j pp i DISr~PeArJCE ~ A /
.COI\L L IIVI ~ ~ ~ - 85? ZONE 2 = 12'9~SF-: n.11003 AC ~ ~ ~ / ~ ~ ~ ' ~ ~ "
~ ~ ~ i k ~ ~ ~ R5A ZONE 2(TEMP) = 36 4~ SE: 0.000'8 AC ~ ~ ~
E ; C~ ~ ~0 `~0• \ ~ S~. F~ ~SURVEYED TOP OF BANK ~ GREG ~ ' ~ ~ REMOVABLE PIPE j ~ ~ ~ ~ - 20LLARD an 60A ,
TP c ~ 2 ~ OkIMN ~'~`yF'~°'/"' ti APPROX. CENTERLINE OF ~ ' ~ STREAM
~ - ~ ~ # ~ ~ APPROX. TOP OF BANK ~y~ i' a ~ J . i
Q ~ / ~ P ~ ~ 'l;r~ ~ ~ . ' ~ ~ ~ ~ . ~ ' l
~ ~ `-ZONE 1 ~ 2IMPACTS ~ \ ~ w7 ~ / / ~ ~_,y`~ 84~~ZONE 1 90 ~5~ SF= 0.002 A~ ~ ~ ~ , ~ / ~i _ 2459.08 SF ~ ~ \ ~ - - _ ~
' Doi / ~ 8~4 ZONE ~ = I ie,31 SF~ 0.031 A~ 0.52 aC ~ ; , ~ S.E. - ~ - ~ c / , , ~ ~ r~ ~~~T ~ ~ R
j ' ;i 84 ZONE 1 (TEMP} - b,.6G ~F= ,0.008 AG ~ ~ ti, , siLr~ILr,cE R ~ nIF - c q sF~ n A . / ~ . „4 40 2 (TEM , 1.1.1 ~ _.004 ~ LO ~ n N~ A ~ s~ DUNK ~ . G F:- ~ O
OUTLET ~ - ~ ~ ~ ~a ~~~t.~,o~~ ~ i ~ R k ~ ~ ~ N
~ ~ ~ r F . / i. ~ ~ ' J. - . ~ ~ ~ ~
\ ~ I OOMN ~ ~ iL ~ ~ A R fE ~ _ / FLG14 C~ U ~
r- ~ ~ ~ ~ ~ SPR~ ANCH ~ ~ ~ ~
°r, ~ ~ \ C ~ ~V ~ V ~ i" ~ ° / ~ O a ~
" ~ \ ~ ~ ~ ~ ~ ~ Z ~ U U
~ \ ~ ~ ~ ~ ~ ~
~ r ~ / f m~~
~ OGy~ <~lY ~ ~ ~ , b ~ Z ° ~
l ~~f; _ ~ - _ _ cF.,~a~
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN 0 ~ ~ ~
OF WAKE FOREST. ~ ~ ~ o~ N ~o q ooa,~o 0
GRAPHIC SCALE ~ ~ ~ ~ ~ ~ ~
Engineering Department Date 30' 0 30' 60' p0.' ~ ~~,x
~ ~ wUrn~ 3 0 3
Public Works Department Date
(IN FEET} Erosion & Sediment Control Date 1 inch = 30 ft, U ono ~ o ~
~w~sxaw~
Fire Prevention Date , a ~ 1 ` o a i S r
I t ' k ' ~ ~ I F..__ ~ ~ _ _ . i w ~ . ~ _ _ . _ _ 258
9 P __e__ _ . ~ . _ _ ~ Plannln De artment Date I ~ I I f I
k f I ~ , I o a e p _ e.~ I I_ ' I i h Public Utilities De artment Date - - ; 1jj [
Y 9 l ~ 1 ' ' i I I I ( I I 1 ( a F ~ I i a
~ i I . . ._e..,. 254_...".._.. ~ , . a k I ! ~ ~ 254 >n ~ _ ~ ~ ~ ~~t z 1
k i t ~ ~
r_ z 3 _ _ ~ . _ _ ~ . _ ~ ~ _ ~ _ _ . _ I i..m x.. _ _
I ' ' 1 i i 1 ~ .u .w."--..."..........._______..... i _ ! ~ Z I . mm ; I ~ i . _ _ 9 - 252
252 . _ ~ ~ " I C I ~
k, k ( ( I i [ l l ..a.._._....~_ _ _ _ _ { , _ E ~ p...... _.w o - ~ _ , I
3 t 1 I I € I I 3. 1 I j i i l k
~ ~ e _ r _ 250 F ? ~ i { i 250
F i i ~ I i I ~ ~ 9 I ~ ~ _ Y Y _ , ~ _ I _ ~ _ _ _ _ _ _ _ _ , _ ~ _ . _
. ~ _ ~ _ a k 8 ~ i 3 L ( I ~ ~ € [ E
i ~ I I E ~ ~ ~ I k I _ I I _ _m _ " _ ~ _ _ . ~ ~ i J.. J ~ _ . _ 248 V J O
248 _ T I i I ~ ~ I i I i ' I i '
t " ~ ._._._I. . _ ,u..,~ I ~ i ~ ~ ..d,,,,,, . 7 77 ...m._......_. _ _e . _ . _ ~ L . a z E
' I ( ~ } I [ k r 3 ~ 3. " r 3 r. - 246 .~..m~ _ t
I ~ ' i ( I ~~mmm_._ i ~ _ _ I I ~ ~ i Y j
~ ; i ` 1 ' ~ I I ' ~ ' 1 _ . ~ w _ _ e______ _ e ~ _ ~ e _ _ _a_ ~ _ . ~ I 0 r n O - o v Q ~
a _ _ . . _ . _ _ _ _ ~ 3 I ~ r i o ~
` I 1 I I E ' rn w ; .N N - , 244 \ / LL r E s
244 -T ~ _ _ r _._.r________. i ] 1 a ~ 1 ~ I ! i I ? [ ~ I ~ I 11 II
I ~ ~ i I ~ ~ ~ ~ _ _ I _ 1 _e " _ _ . _ . . _ _ ~ A ~ ~ .o- ` 3 Q .J I I I
i ~ I k ~ i ( i t ,,,,,,,,,w € , O ~ i p% I to I..L O ~ ~ W ; N ~ j~ T ~ d ~ O
242 © . " I z O i ~ ~ ' I ( ; a _ _ . _ ~ ~ ,r . _ ~ _ _ _ e_ _ ~ _ ~ _ 242
1{ 1 I i M ~ ~ 3 i ~ O T M 3~ ii 1 ~ { 'r . - M t bH li Q _ ~ i ...._.Uy . _ _ _.e.... . , _ _ fN
( ~ ~ ~ ~ € ~ ~ I o w ~ ~ ro ~ II Q J : ~ _ m ~ ~ a ~ 3 II > Y~ wt ~ ~ U
j I O~ N N ~ M N Oi Mf1 240 t UJ Ok N N II @ y ~ + ~ 3 ~ ~ ~ ~ O N ) E > ~ llp N N _ _ ~ _ . u ~ _ _ . _ ~ w 0. Z V 24D 7 ~ \J
3 ~ N n a + n II w ~ N p € i W M~ ~ O N N N II Q J Q Y jlj w ~ to ~ a II ~ ~ a w I ~ a / \
a .w........ It. _ . _ w. _ . H- _ ~ ~ a-__ ~ m ~ ~ N. a~ . k ~ 00 n m d' a + M ~ O d' r~~ M M E N N;' N N II ~ W N a a F~F~.. d J ` ~ _ wrv ._.,...N y . ~2n ~ - ~ w 5 a N 5 a. i ~ ~ d 1.28% }
r ` ~ to O ~ ~D + M O N + M ~ ~ + M1 s S ~ N S ~ ~ Kfl F W M ; 3 l y ~ o 60 . o M ri o N N N N + n N N I II II II II 4 J S a a N , i ~ 5 a o._...._... ~_1_ t ~ 238
a i ...s"_. n a __C rn ~ _ I` N M...... h N.._g .y~.,,,.,., F w,. ~..a 238 - - - ~ w N a BOARDWALK SECiI N (ELEV. 236.0) k a o r7 ~ ~ a ~ N ~ N N N N, II > ~ 1 ~ II Y II > I ¢ ~ ¢ ~ ~ I ll ~ F- Z I l ~
+ n N + n + II it ( II w 2 ~ > i ~ m N w S a I m N ~ + ~ ~ N ~ II II 1' ~ < ~ w 4 ~ w ¢ ~ a _ It ~ _ _I~- _ _ ~ ro. F _ . o ~ . , ~ ~ w to 5 a 5 `a k . 0
li ~ II II it ~ w H w w 5 S a 5 a ~ ~ a a ~ ~ I w II y w ~ 5 d..a a a S a d a ~ ' 1 0 77%~""~-'""" t U _ 236
` _ 236 ~ a ~ .e_.ee. g 5 ~ F".w ~.......N 5 a € ~ [ 0.81% 1.13% _...---~^--~"'"m'r- - _ _ Y 0.81% E Q
k ~ S I ~ o a s ' ~ ' S a a s a s ~ € _ ~ b 95~' E i
~ r ~ _ . " ~ _ ~ m _ _ . _ _"_.__~e. _ _ _ I r j D.2 € ~ i
N i I € -0,54 ~ -~O.T~ 1.37q~,,..-.~-- ~ , O ` _ 7 234
w 234......._.._....._. ~ "I" . ~ ~ i , k ; o°~ i 0.08%"'...".' _0:35% _ I { € t
t _ _ I - . ° - ~7 ~ 0;43% ~ 01 0 _ k I _r . - _ ~ _ _ _ _ ~ _ ~•'ESSIp~~~~•
k m ~ ' ~ ~ ~ ~ I ~ ~ ~ ~ D 9. i _ SEAL -
~ 232 f..........____ " , ~ _ _ _ _ ~ _ _ _ _ _ _ ~ _ . _ ° - 232 . i
~ i I i j ~ ; ~ `s ~ ~ I ~ ~ _ ~ ~ _ _ ; _ ~ _ I_ _ ~ 74
m ~ - _ _ _..._e _ ~ . I * t s
S {I N i { E I `G i i _ rr." _ ~ _ _ _ _ _ _ ,~~~i N.. z3a ~ _ ~ ~ ti'
n 230 _ . _ _ . _ 1 } ~ i i I < ~ i I [ ( ~ [ I E
~ D ~ _ _ _ _ ~ _ _ _ _ _ _ ~ ~ _ - _ _ . _ . I _ _ ~ ~ a ~ti~~
m = I 1 I ; I i ~ ! ~ _ HCRZ SCALE: I _ _ _ . ~ I__ _ ee _ ~ _ ~ _ 228
ee _ ~ 228 m ...I -.e _ ; . I ; ~ I ~ [ ~ ? I ~ ( ( VERT SCALE:
~ I I k i ! j 3 3 I I I r_.. ~ _ ~ _ t . _ r.... _ TRL I ( _ DRAIYN 3Y:
j F 226 CHECKED BY: DMK
a 226 _ DATE: 10-26-09
E . ' PRO Ec- No. .
N _ _ , N ~e _ _ _ . o 12082306-A
N tj I ' E i t i 3 3 t
O 19+00 20+00 21+00 22+00 23+00 18+00 24+00 25+00 26+00 27+00 SHEET NO, C-1.1
0 m 0 CECET Of
N D

- ~ l f CLEAR WATER DIVERSION (A) / ~ / ~ CHANNEL CALCULATIONS ~ ~ ~ ~
i i ~ l ZONE 1 & 2 IMPACTS / ~ I ~ LIMITS OF DISTURBANCE = 2.9 AC L ~
~ SPECIAL FLOOD ~ B8 ZONE 1 = 2346.00 SF = 0.054 AC / ' ~ / HAZARD AREA \ 88 ZONE 2 = 2867.81 SF= 0.066 AC ~ ~ • ~ Given Input Data: Shape Trapezoidal
~ I ( Solwng far Depth of Flow , / I I Flowrate 0.1000 cfs
Slape 0.0800 ft/ft 1 ` Manning's n(NAG Roughness)....0.0450 I
Height 36.0000 in ~ ~ Bottom width 0.0000 in l`
/ PC = 31+66.34 rP / / I Left slope 3.0000 ft/ft (V/H) , Right slope 3.0000 ft/ft (V/H) ,
/ ~ HOLDING VILLAGE LLC 4Q/ ~ / / I . PIN 1840-44-844p (0 / TREE PROTEC110N ~ ~ Computed Results:
,,,L ~ DB 12902 PG 2421 \ 0 / ~ TREE PR7TE / FLOOD PLAIN ,I ~p N ~ ,cy ~ ~ FENCE (TYP, Op x FENi;E (T1P,) ~ ~T ~ ~ ~ ~ Depth 5.2418 In 0/ ~F' / Velocity 1.5723 ips /
,0 ~ ~i ~ Full Flowrate 17.0425 cfs ~ Flow area 0.0636 ft2
/ i ~~o ` ~ ~2~~ ~ / Flow perimeter 11.0506 in Hydraulic radius 0.8288 in / /
/ / ~ Tap width 3.4945 in
~ ~F~°• ti t ZONE 1 & 2 IMPACTS y ~ , / Area 3.0000 ft2 ' ~ I Perimeter 75.8947 in
~ ~ ~ ~ 67 ZONE 2 = 428.49 SF~ 0.0098 AC 9'0a ~ pop i ~ ~ ~ ; 67 ZONE 1(TEMP) = 1937.63 SF~ 0.044 AC ~G~ ~ koo °o~ . / / Percent full 14.5605 ~
, B7 ZONE 2(TEMP) = 1158.19 SF~ 0.027 AC ~o ~GO~ r4 ROCK INLET SEDIME~T TRAP TYPE 'C-51 LE
/ °u Ii~ / n ~ ~ DIRECTIONAL FLOT/

t _ LOT 784 ~ i j' ~ ~p ~ ~ ~ ~ ~ ~S . ~ ~ . ~ n ~ / ~ ~ ~ U~FSMT~C_ ~ O
`t 1 • 1 ~ ~ / ~ ~i~, ~O ~ { ~ ~ ~ ~ i ~ / ~ i ~ ~
,f 1` ~ PC = +74.9 ~ ~ p A; f / , , 1 ~ ~ ~ I ~ ~ ~ t' W W
~ i ~ ~ EXISTING 24° RCFk ; L~ ~ ,1.? ~P / A LOT 783 1 f ~ ~ ~ p % ~ ~ ~ ~ ~G~~P ~t }~~1 ~ r~' ~ ~ ~ j ~i'ECIAL FOOD ~ ~ l r_
~ ' m ~ / • - ~ ~o / / as EXISTING STORM r ~ ! / ~ ;4 \ a . ~ HAZAR~AREA / ~ w ~ c~ v
DRIANAGE,JUNCTION OX ~ ~ = f x~"~ r, ~ EX. PUBLIC STORM ML p~ •yp i ~ - NT HERITAGE SUED VI ION ~ } / J, ( l ) WIDTH VARIES ~ 1 T Op ~ ~ a _ ~ CHECK DAM ~ ~ ~ ~
EXISTNG 24",RC r t ~ ~ / COD ~ / 0) V , t ~ tP 't ~ .r-~ ~ _ ~ 4 ' r' /E f / rc ct
? (HERITAGEtr ~ - ~p COD ~ / 1 w-
w -ZONE 2 IMPACT ~ ~ ~ B6 ZONE - „qF'=a D,.•4 r ~oD~ / _ ~ / ( 1 v ~ ~ J L ~ W r ~ ~ i
_ ; 1 2 - 15th. ~93 2 / ~ / , - / s B6° "Z N! ~ 1 `b, ".w o x ' ~ ~"1 ~ CLEAN WATER~DIVERSIOt~( y w n
'r J4~'00 t 1 ~ , ,`PROVIDE 160 LFTH AMERICAN
r',,,% o ~ h, ~ .c-" g+00~ gF ~ ~ f, / ~ ~ / ~_~1~ T 'd ~5f ~ ' GREEN TEMPOR ER 875 OR ~ ~ G ~ ~ o } 001"°x, o ~ SF ~ ~ ~ ~ ~ ~D ~ \ ~ BOTTOi~E~ AL INNNEL - _ ~ 1RFF p ~ ~Fe ~ ~ ~ it
EXISTI G BYPA~ o 2 ~i~0"V" / ~ A~ ~ SF ~ ~ ~ _ ~ FFNCF RO~CA
TRU TU E'f AGE ~ oo ~ I' ~ SF ~e, / i , $IJBDI Nj, 0~ z s° SF ~ / ~ TP ~ ~ OOI~~'- OOl S \ `w ~ ~ (Typ ON rn c~ ~ } G; °01 ~Z00 ,w. ~ . ~ ps Ts pP ) ~ mo`w', Q, ~
6 '~31PRA`f~ ~ " ~ ~ gF ~ / ~ ~ ~ ~ ' l ` a ~ p` r ~A~R PAD i~ ~ ~ 'C • j`r ~ T ~ TP ~"TP,a ~ 001 4 ~ °`~*w. ~ `\\•l\ 1 r C ~ "°N ~R@gNCF ~ ~
SF S / / / PAC = 2+ 7.46 R .St1~VISl / SF /i / ~ ~ ~V / w ~ p ~,,..-m ~ ~ ~ i ~ / INSTALL 25 LF OF SILT 7.46 ~ ~ T \ ~1 ~°OO ' 7'~ ~ dl . e. W _ pR~© INq~R - , o cv
0 REMOVABLE / ~ ``a / / FENCE AT EACH CORNER OF ~ ~I _ f PT P rP ~"%a7 ~ ~ ~~RR1SA5 ~~j>N p~SIG~~ t ~ .00 ^ , ~ p \~N CN~f~~~00RgRy ~ ~ ~ o c ~
~ ,a iii P.IP~-BOL2ARD ~ V ~ ' ~ - - - - ~ / ~~C!,, / / ~ ~ BRIDGE MAT CROSSIN . ~ C _,w _
SF ~ ' ~ r~ W ALF; ~ / ~ ~ / , ~ SF ~ 2 ~ I ~ ~ ~ ~i ~ \ AT \ / I \ ~ , .i ~ ~ ~d! ~ ,TOM °1 4 ~ °
i / / ~ CONTRACTOR TO PROVIDE BRIDGE' k ~ ~ j ~ ~-tX15 iiNG .LEVEL ~ 2~ o. ~ i CROSSING IN THIS AREA. BRIDGE MAT SHOULD i ~ \ ~ ~ \ TP
i / . ~ BE LOCATED IN EXISTING STONE CROSSING. \ SPREADER_(HERITAGE / ~ ~ ~ ~ ~ ~ (SEE SCHEMATIC SHEET C~2.1) SCARIFY AND . ~
PAP ~ ~ ~ , ~ \ / I SEED ANY EXISTING BAREq2 OUND AFTER 1 P~" ~ ~ ~ ~ ~ ~ ~ COMPLETION OF CONSTRUC#lON f i J ~ /
RE~~PµO / / '-FUTURE 1`L" HGPE ~ ' 9°~ / / ~ ~ -SURVE'fED TuP CF SANK. / ~ I
~ SILT FENCE (TYP.) 0~ ~ O
O / / } ~ / ti ~ ~ LIMITS OF ~1 _ ~ QI ~ ~
/ , ~i ~ / ~ / / FLOODWAY DISTURBANCE (T1P.) a`~ °01 " a Q
~ ow ~1 ` '`-nFPRi~!cEN~RUNE OF ~ aT EAM FLOOD PLNN ~ \ ~ Tp` \ ~ V]
I. BanNCH / ~1 SPRING ~ ~ ~ i PPRC1x. TOF GF BAIJF
~ ~ _ / / o pc , ° ~ a
~ ^ ~ / ~ ~ / STATE OF NORTH CAROLINA ~
' ~ ~ PIN 1840-62- / / 8697 TOWN OF WAKE FOREST ` i1~f DEED 9069-01 a O PfHAkCy 0 36}94~@S o Op>) .L~i '~i, ig AC ?S~ ~ cd
PIN ~ 1840-64-7176 \ / ~ i ~ / DEED 10537 PG`709 ~ ~ ~
~ \ ~ _ ~ " \ / V O
~ ~ \ F i \ ~ PT ~ O • N
/ i 3IV,7 5 ~ ~ ~ 01 N ~0
i ,i,~ ~ O O Oi ~O O C~ S" Ri N
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN ~ • w U ~ ~
OF WAKE FOREST. ~ i)~ ~ ~ ~
~ bA N ~ ~ H t~ ~ ~ ~
Engineering Department Date ~O ~ 0 SC ~w~rxaw,~
Public Works Department Date ~t ~a
o ~ _ ~ i ; i ~ I I ~ I ~ ; w¢
I Erosion & Sediment Control Date ' ' 1 ' ! ~ _ _ e _ _ G~H~ , ' 26 z
I I ' . I ~ ~
n ate ( I 30' 0 30' 0' Fire Preventlo D _ _ ~ _ e_ _ ~ ~ . _ _ . _ _ O _ _
Plannin De artment Date i ~ l fi ? ~ ~ ~ _ _ ~ st ~ ~ ~ x F ~ _ ' _ 260 (i ~ v~ ~ `'1~.....;~ ~ O , ~ , „ Z m.. ~ € i
i 3 _ ..t ...1 ..FEET) , _ ~ ~ r , ~ i
I ' h Public Utilities De artment Date ( 1 in h = 30 ft. City of Raleig p ~ ~ - l., U
_ _ _ • i _ . _ i. i ~ ~ ~ I ~ ~ ~
~ _ i ; ~ i ~ ~ i ~ _ _ _ ~ _e 25 ~ I 8 _ _ r r ._e. . _ _ , j C i t
258 _ , i ( I ' { ( ~ 0 W
I ~ ~ _ _ _ ~ ~ . ~ . ~ ~ . _ I I _ , i ~ ; ....m.. i i _ . ~ ,
, , i , , + 256 LL
_u I - _ __..______m...__. _ . _ I 256 , E ° W
I ~ E I , . _ . ._u. s , I ~ ~ 1, Y ~ ~ _ _ ~
~ ~ ' i ~ ~ ~ i ~ , l j I 25
E ~ _ ~ ~ ~ 4 _ .w,... , JJ A
254 ._..q,... _ § , - i • 3 ~ 3 c ~ j I , , I ~ s f ~ ~ ~ ( ~ II ~ i I i ....._..........1 Q .
m-1~ a-- ~ m... , ._e _ i i 3, J i 3 ;z m f ` ! ~ ~ ~ ~ ~ 11 III II ~ ~
_ ) ~ 1 _ _ . e__~ 1 m ~ ~ ? ~ ( i ~ r I 5 .a. _ .m_ _ a,f. 252 . _._~_mp~_ . ~ r~ ~ _ ~ ~ a II n
3 ~ _ _ _ ~ 4 ~ O 252 _ . _ i ( ( E m ~ m ~ ~ M i W ~
~ € I ~ ~ _ ~ N i m 7 ~ ~ ~ ~ _ i , . _ .h m_. i~__ ~ 1._ a ~ ~ II ~ 5 ~ d ! ~ _ w ~ M..~. ~ 1 ~ ~ ~ ....II
~ ~ , I _ ` i ± N ~ } .PRE NGINEERED STEEI i € I RE NGINEERED STEE4 + w ~ E 9 ~ 3 5 ° , ~ _5 EDE TRIAN BRIDGE TIE I - - --d ~ _ 250 _ a ~ ,
3 M ~ N PEDE TRIAN BRIDGE. TI 250 .~...~.__________.T....~.~ r ~a _...............BRID ...S1iALL BE,,.WEA 0 RIB ~ S~ACL BE WEA?H~RING
~ STEEL AND SHALL CON i ~ ~ w ASTM A847 AND ASTM TEE AND SHALL CONFORM TO a S A847 AND ASTMS A588 , ~ ~ 126`b _ I T~~,qq W ~ ~ ~ ~ _ e _
_ 1__.__.. 5 ~ 5 a. _ ~ - i a ~ S r
I i ? ~ ~ i ? ~ 1 a i i ~ ~ ~ . . _ m d ~ ~ ~ ~ ~ 0 248 LL _ _ r L.L~ A .,w 4~
I . 248 _ a _ _ _ ~ 1 _ ~ m _-t - ( ~ ~ , ~ ~/y I I 4~ 9 n ' .45% 3 ,
_ i ; ~ I ( m i
I ( 9 3 ; t Qz ~ I _ 2 ..~0 N a ~ _ ~
9 ? I . i 246 m E ~ 1 ' ri n 07 3 ~ I I
N E ~I i N ~ N i 100- AR F 0 D® s FLO D® ( _ ~ ~ 1 l ~ - _
+ f _ _ _ , y~ .`L ~ ----h- Q _ ELEVA710N = N O ~i I ~ ~ 6S ~ M 'A + d• ~ jN ~ l ' } _ i , I / { F
p O r'.O O i ~ O N M i t • ~ , M ~ °m ~o ~ _a°~o.,_Q ~ an,..,.,,..... _ ....m~~1.....N _ °m....o. _M ~ ,,,,,._...............W i~ ..__11...1 U _ L.__.. 1,................~~, _ _ ~ ~ I~ _ - 244 _ : Z 1
244 + ~ _ ~ ~ _ ~e. ~ - o N . ~ a ~ p ~ a ~ o N ~ N ~ ~ I ~ M ~ d' 90 ~ f0 r'i N ~ Oi M W ' of I ( 11 I m ¢ ~ H I ~ ~ g9~° , N N • N I ~ u1 rD Qj N M W 'I. M A N 4+i N 0+1 N H W ~ ~ D ~ ~ o
II II ` II + ~ ro ( m w ~ M m N ~ ~ ...tta. . i g n__ _ . , _ . _ e I , ~ U I I
lil IIfI N N N N r II II i II ~ I ~ p ~ II ~ ~ N w t ~ a a ~ a 77 _ w ;h w II II II II [ > i w J J ; j of ~ I ; z z4z W l ¢ _ m Y
242 5 a ~4 .......~y ~ w N N ~ a . I _ _ ~ _ ~ ~ . ~ ~ i I
~ a : a ~ii w r~- w ~ N I 5 9 a ' S a I ~ ( ~ ~ ~ , j / I , ~ _ I I ~ _ - . ~ I~ ,
_e. . _ _ _ _ - ~ _ _ o . _ _ a 5... _ ~ ~ _ a.,.., ~ ~ ' I ~ ~ 1.23Y, - I I f ~ j [
N I i °0~ 0 I t I ~ ~2' °U.99X ~ I, ABUTMEN~DETAIL ~ ' ~ , ; . _ 240 ~ f. , _ ~ _ _ _ 11111111 [ ~ ~ ~ SEF BRIDGE ~ l ~~111 1j11~~
n°Ji 240 _ _ i _ ~ . _ i ~ SHEET C-2.1 I o i i ~ 1 ~ , q ~ i ' 1 42 < ~ 1 ~ 1 s. ' ABUTMENT DETAIL, ~ ' ~ 1 _ ~ _ CAROB ~i t .....SHEET .C-2 L..... _ _ _ I A. _ _ _ • ~~i
D _ i 0.467 _........_0.099. j =0:09 _ -m _ ~ ' i b l ~ E , ' , ~~;~oFE 1 oti~,~y
x - i , ~ m ~ - ~ ~ ~ ~ ` i s...._... _ 238 ~ i~ `•i .R ; ~ $ , SEAL 's e
, 0 238 _ , R ~ ~t ~ I I • 7466 -
N ~ I I i ~ _ -
~ _ _ i I t (D i 7 ~4 ~ ~ ~ € _ 1 4 ~ ~ ~ ~ ~ ~ I ( ~ Q'•FN~ I ti~~•'• ( ` ~ I _ 236 ~i~ / ! • • N.. Gj~ , ° . I ,q ~
i o ~ ,,,,..5 ; _ _ ' ~ , I r 236 - a , ~ _ _ - -I- ~ ~ _ ~ t I ~ . _ _ - ~ ~ _ ~ _ _ ~ I ~ ~ ~
0 1 ( I ~ i c < l ' } ~ ~ 1 { i ~ I_ ~ ~ I w M 11 , U ~ - _ , _ r ~ . _ _ _
r i _ _ f1l -----~1- I I ( , b
A 1 rn E i i EXTEND DRILLED _ ~r_, . HcRZ sca~E: _ a _ ~ _ _ _ o 234
234 _ ~ ~ _ _ _ 1 ~ ~ ( l ~ ~ (ELE 228 t) ~ ' , ~ , I i I ~ VERT SCALE: ~ EXPEND DRILLED
F ~ i ~ . _ _ ~ m ~ ; ~ I PtE~i-°TO ROCVf-- _ _ _ a _ _ f _ _ _ _ _ . nRa1~N ~Y: TRL II I} ~(a~v 223 f) ~ i i
j 1
LN I~ v CHECKED BY: UMK ----..232
D -I - v . - c ~ 232 DATE: 10-26-09
° C ( PR C: NO.
N Z , . _ i . , y _ s.... 12082306-A
I ( I O 33+00 34+00 35+00 36+00 SHEET NO.
27+00 28+00 29+00 30+00 31+00 32+00 ° ~ C-1.2
w w NO I FOR CONSTRUCTIOT4 SHEET OF
w D

/ ~ ~
\ to % ~ ~ / z T ~
/ / _ s ian. n c
APPROX. TOP ~ \ w, ~ ~ i ~ / mo f ! / / OF BANK / ~ AFFF~i% CEr~TERUNE ~
LIMITS OF DISTURBANCE - 2.9 AC _ / / / ~ . - ~ OF TPE.41,d ~ ~ 2 / N \ / ~ ~ /
/ / . - ~ i . f` ~ ~ ~ / / FLOW - ~ / ,
/ ~ / ' ~ ~ ~ I ~ P O ~ ~ ~ ~ ~ / ~ E 'NN CREEK r., / 1~ /
/ ~ / / ~ ~ y . 1_ ~ ~ ~ ~ r.. - / .
/ ! ~ ov1 CLEAR WATER DIVERSION (B) / / ~ / / ~R ~ ~ ~ EzlsTlrvc / / TEM cuEVERr ~ ~ / ~ B1
CHANNEL CALCULATIONS ~ a EEh / ~ / G~1Il Given Input Data: / / . ~ ro uN c ~ Rik ~ i ~
Shape Trapezoidal / / Solving for D~th of Flaw NANCY DAMERON / \ f. ~ / ' SURVEYED TOP ~ /
Flawrate 0.5100 cfs PIN 1840-76-1672 / "~Sry' Slope 0.0500 ft/ft DB 12337 PG 2555 / / r , nF BANK ~ „ / ' ~ T ~ ~ ~ 12~ %-----...-7
Manningsn OA450 / Height 36.0000 in / / / , ~ i , - _ _ ~ ° ~ / / SILT FENCE ~ LOR'
Bottom width 0.0000 m / / ~ i / " m / ~ ~ounEr i ~ ~ s~ m ~ ~ / +
Left slope 3.0000 ft/ft (V/H) / ~ ~ / / ~ ~ / / . Right slope 3.0000 ft/ft (V/H) / -J / ~ / / ~ ~ ~ /
/ ~ / / G. i / ~ ~ ~ Computed Results: / ~ ~ ' ~ / ~ ~`o~ / .EXISTING EXISTING ~ p ~ ~ ~ ~ /i5 GO Sf ' ~ ' ~ ~ OOl
Depth 10.5460 in / / / / ; ~ / / 'DEBRIS PILE Velocity 1.9810 fps / _ ~ ~ G ' DEBRIS PILE ~ ma ~ ~ ~ ~ ~ ~ ,pj~ ~ ~ pp
Full Flowrate 13.4733 cfs / ~ ~ ~ \ ~~G~ / ~ ~ Flow area 0.2575 ft2 ~ j/~pSF 4500 ~ Opt/ / Z ~ - ` ~ ~ PC.~d5+80.58 O
Flow perimeter 22.2330 in / i / ~ Hydraulic radius 1.6675 in / / ~ ~ / / /
Top width 7.0307 in , ~ _ ~ ~ / ~ ~ SILT FENCE 3. 000 ft2 / OUTLET Area 0 / / SILT FENCE ` ~ SILT FENCE (T~'Y _ _ _ \ ~ ~ / / / pp~ / PT = 45+97.15 OQ SF OUTLET ~p~ SF sF ~ ~ ~ ~ SIFT FENCE ~ ~ ~ p ~ / - ~ LOD OUTLET ~ /
Perimeter 75.8947 in ~ / / / / 0 / / / ~ ~ ~0 Percent full 29.2945 % ~ / / / SF / ~psF / ~ sF sF p ~ oowAr / / 4 ~ W w
~ -SPECIAL FLOOD ~ / QE 00 5F 4,3+~ s` Loo ~ ~ Lao Do ~ ~ ~ ~ Op ~ sF'~-, ~ ~ ~ SF / OOl Ol ~ SFO`~g` l00 ~ yOC F~ ~ 0~ / ~ ~ ` N
,i ~ HkZARD AREA / / ~ Q`~G / / / EF ~ F ~ 00 i p0 Opl t~~ ~ 3\ L i PC - 44+90.75 ~ w ~
~ -FLODD PLAIN / / i i / ~ ~ ~OO~~~xOD / ~ PT = 42+65.08 ~ 401 `''1'~ ~ ` g~ i~~F ~ ~ u W d
~ ~ / ~ ~ SF \ 44+00 ~ ~ ~ ~ r.. ce pp~ ~ ~ ` 001 _ ~ PT = 44+98.40 .P ~ Y / ~ P ~ \ 001 \ 1 k ~ ~ w w w
~ ~ ~ OOgF f i ~ / ~ l ~ ~ ` ~ 001 00'I ~ / , O
/ / ~ ~ 00 qP t ~ i ~ / / ` / i / 1,00 5 i i ~ i / ~ PT = 44 9.98 O } ~ ~ z z m
- ~ / i / / SILT FENCE ~ ~F 00~ ~ ~ ~ ~ w- / ~ ~ ~~FLUUDWAY ~ / / ~ OUTLET a ~ / P t'...,~ PC = 42+34.01 \ r' '(P ` \ ~ ~ v tz s ~ ra ~ ~ ZONE 2 IMPACTS c ~ I,,I (Y C = 43+81.09 I- ~ a a ~ tP ~ B10 ZONE 2 = 259.6 SF~ . 06 AC a a o o n
/ ~E6 / 54 i B10 ZONE2(TEMP) = 82,SF= 0.002 ~ U ° ,r~ ~
NEW TREE / ~ 9 / 0 F~ LINE ~ ~ ~ ~ . / ~ LO .~Q 2 . w_ ~ ~ ~ ~ , / ~ < ~ ~ ~ ~ ~ w w w 1 0, _ c ~ ~r
""TREE PROTECTION ~ ~ / / 00 k00 ~ ~ ! 1~ ~ T c
FENCE TYP. / / / ~ F / Ati ~ Q ~ ~ ( ) . ~ ' ~ e ~ Flo. 0 o ~ L G ~ ~ ~ N
_LIMITS OF ~ r~ ~ i ~ / p0 ~ ~ ~ 9AG . Z D DISTURB CE - ..f t`v~ ~j / i / ~ ~ O~ ~ P
_ -i ~ IDS'F ~ Z / / / X00 5 ~ / ~ / ~ ~
ROCK IN SEDIMENT / "E ER _ tl,P NE / I W d..... ~ ~ ~ ~ ~ ~ ~ ND uE ~ U• ~ / ~ ~ h r CLEAN WATER D~F3SILON~(& - TRAP TYPE 'C'-SINGLE INSTALL ;,5 LF uF SISr ~ PRO BPD :G ~1 , 11 SF 40 ~ ~P " HERITAGE WAKE FOREST
Q ~ ~PROVIDE"T6C~i ~LF NORTH V / SO E,P ~1r 2 / / / 0 DIRECTION FkOW / ~ FENCE AT EACH UORNER ~t6R •{15 P6 ~X1 tiEEF,~ ~,E / <i ~ ~ ~ AMERICAN GREEN TEMPORARY ° - \ GF ,IDGE MAT CROSSI NSaI'~ ~ 1N 5`' SEA ` 1C S dP~1 / ~ / S~ i ~ 5P ~ ~ 1551N~ ~ i OOP HAM PS ~,1~~1l1` / ~ ~ 00'1 1 PIN 1840-75-7997 ~ ~ ~ , 1 j~ DB 11158 PG 1401 a
LINER S75 OfPPROUED-- ~ g~ gc ~ SD ~ E F _ ,,,.EQCfAC"TN CHANNEL BOTTOM ~ ~ ~ \ ~ <,HD'~~~ ~SE~ ED N~~ 5101E D - - - SILT FENCE / ~ 1.OOSf SP
-_-•-CHECk'DAM..°° ~ i~ i : ~ ~ ~~;,~t1~ ~D 5E OMp~E - nUTLEi ~l ~ ~ , uF ~ P C i 00 S 00 ~ ,,a 1392 SF ; ' \
.dl -rrr-". ~ _ i,R1F~ pFSER ~ / qOk 0° OD ~LOD" LO 00 L~ ~ ~ ~ ~ O~S`u QD ~ ~F ~ TP ~ . I ~ GR 1pUG~ _ LOD
9 m i 4. 3'48 ~ ' ~ ~ -''g~ ~ ~ P =
r i ~ ~ ~ l .t- ~ ~ _ / / ~ ~ ~ w . / ~ ~
_ / .e - I / ~ 24 / A \ ~ o
' X00 -248 / ~ ` ~ i ~ a a
l ~GJI~-~- OOl 0 SF -~o" 00 39k ~ ~ *s ? '1'
TP S~ ao- ~ f HERITAGE WAKE FOREST T 0 ~ " i2 ~ ~ ~jSQ PIN 1840-75-2348 c~
0 ~ _ "~i . % ~ DB 11158 PG 14D1 ~ ~ ~ 0 a
S~~ „~u SQ _ ~P BM2008 PG 107 ~ ,~.J_ ~ - - _ ~tE o Ric ~ - oo ~ z~ Q
PC = 36+63.80 ~ 5Q .~o W ~ ;r~ ~ P = 38+77.24
O rn PT = 36+94.85 ~ Z ~ / ~ U~~ / SPECIAL FLOOD ,Sy ~ '~y, HAZARD AREA
r~ o PC = 37+31.2. S ~ / , ~ / / FLOOD PLAIN ~ ~ ~ O
NANCY DAMERON ~ ~ 1 s' ~ . PIN 1840-76-1672 PT = 37+70.55 p0 ~y ~ c(NE 1 BC 2-IMPACT \ ' f/ U
DB 12337 PG 2555 ~ ~ 241 ' ~ w 89 'ZONE 1 1660.1 F= 0.038 ~C . • ~ B9 'ZONE 2 = 2963 0 =0:06'8 AC /
' 3 ~ ~ ` 89 ZONE1 TEMP 569. F = 0.013 AC / ~ ~ ~ ~ ~rncv~o ~ p ooa~~o
~ ~ ~ U ~ ~ ~ ' N 0
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN GRAPHIC SCALE V ,x N ~ c~ ~ o G1 _ 0 "
OF WAKE FOREST. 30' 0 30' so' ~w°v01~ 3
Engineering Department Date ~ ~ ~ ~ ~ rn ~
( IN FEET j ~ ~n~rn ~ U~o~o~c
Public Works De artment Date 1 inch = 30 ft. P ~w~aaw~
i j i f ( ~ I i ~ ~ w ~a
Erosion ~ Sediment Control Date ' ~ I ! I I I I l 1 1 1 I ~ j E ~ _ _ _ _ z I
- _ a....~ 1 s ~P
Fire Prevention Date _ ' ' 1 1 i ~ ` I ~ r , _ ~ _ . _ 268 ~ rz.~~ ~ U
. ~ .~..........e,,,,,e.. s...e_ _fl. I Plannin Department Date ~ i g ~ ) ~ ' ~ ~ x ( E~
. , _ v.__._ w.~~ ~ _ . ~ L.... ` ~ at +
City of Raleigh Public Utilities Department Date ~ ~ ~ I 1
- __M.. ~l ~ ~ ~ ~ I _ _ ~ .__.._.m~~ 264
~ . 1 I I ? y...~®.. i I Z
" ! I ) E I
a j I i t I i t t t _ 262. _ ~ , ~ e,~ _ _ _ # ~ i W
t I : f ~ i [ r j ! I I ! o
W z 5 _..A.., m, ~ -v a. i ; i f I _ ~
I ' i t f 1 k 3 3 ~ i W { 3 I _ .M.... w. ~ _ _ e. _ . v__„__~,. . 280
280 ~ ~w ee, _ _ ~ ..~~_v ~ I ( I ~ ~ ~ } , L z [ r
( I I i ( 1 ! k' l , ._r .,.,..._._m. ~ m m _ . m________._ _ _ ~ ~ . _ o i
I € € ` i r ~ ~ 1 [ [ i I I I~ ~ I ~ ~ ~ Z ~ i I I
I I 258 . ~ n _ m m ~ ~ _ ~......r ~ w,_,__. ~ . m 5 ~ ~ ~ _ I m m € E € E ( I ...................3 . _ _ _ ~ ~ _.,w_W _ _....,.e_ _ ~ 25
~ ~ z ! z 1 WU~o d. ~ ~ 1 I ,
i O Q 0 pl i i i ~ ~ ~ d1 ~ m ~ I M ~ } ~ 1 . ._..r_...~, _ ~ ~ ~ ~ . ~ _ ~ ~ Z ~ Q
i ? t ~ ~j N, `r d' + ~t O 3 i ~ ~ r R e , _ .,ga ~ t~ ~ 256
256 t) i? ~ , . ~ II E fD , m ~ _ ~ I N N M: u1 OJ N " O My n j M ~ I t ~ , € i
` II'~ ~ PRE ENGINEERED STEEL ro J= II ' ' € ' ,m. , , , .m m.
w PEDESTRIAN BRIOGE.:THE W w II ~ BR~GE SHALL BE WHATHERING II ~ w I ' a; q ~ a ~ ~ h ? m ~ + ~ ~ II p 11 pll II ~ ~
5 ¢ ~ STEEL AND SHALL CONFORM TO ¢ _ ~ ) I _ ~ 254 _ . ~ v_._. ~ _ ; _ IYSTM."'A84°7°AND"AST1Gt "AS88_~_. a~LL. ~ ~ ~ _ ~ . a, m BRIDGE 'C' ~ a ~ ~ ~ N m ~ ry ~ a ® + I ' ~ n n of + ~ M a ~ II 11 ~ ~ h ~ ~ ~ NO ~ U~ ~ ~ + ~ + d' M ~ N ~ N ~ 1 W })c~ fA N ~ ~ ~ + ~ N N ~ I ry y. "cu.." .r II II -1--°-1t L q _W ¢ ~ N ~ ~ a 254 I I I M o, ~ 1..1..1
i 5 5 n } N N N N N Q~ C1 r O N pp 1 II p I > w I N g ~ ~ + a d a ~ II II ~ II > II w J ~ W w w ~ 5 a a d ~ a _a.. ,_~...,......,m....,,_..
u] ~ ~ o a ~ _ _.,II ~ _ _ ~ _ _ . ~ ~ ~ ~ w ~ ~ ~ 5 ~ a ~ 3 II li II w rd- >il m w ~ rn S ~ a ~ a a { [ 3
~ °J M ~ + a n ~ ro + ~ ~ N d° N ~ N ~ gi N ~ II li d N ~ ~ N. ~ N "i + r ~ II II II uy ~ II N ~ ~ M n ; € ~ N ~ n i .It _ II II II II ~ w a _ I 1> w ~ w ~ ~ 5 S a S a a ~
252 _ . ~ 9 - _ f rf"~ ~ P ~ a J ~ ~ n + d- II } > ~ M N W ; II II 6 N i Q J IQ- W F" W F- W t- W N W U1 N w _ ~ w S a ~ a a . a ._t~. _ ~ _ ( _ 252 ~ Z S a r , ~ v \i~/ S S a a i 109%
J I II ~ W I W II F W UI N V) N . ~ a. mm , a, _ _ _ - _ . 0:20M ~-9~ ~ M
5~ w a ~ g a I ~ m s I> ~ 4 ~ S a a d a a a yr ~ w, a ~ w ~ w a i 1.45"3"•. Z ~ Q
S ' N a . 100-YEAR D .._rH.._...- _ .~.w,,.~.. a w ! .w..~ 3 250 S~ _SW__.. % ~ ~,,,.,........,.,,,,m,,,,,~~ _ w_~..........._. ~ _ ~ d° 5.6Q ~ ELEVATION ~ ``T 009, ~ a a ~ i 102 0 92~ _ , .w..._ -r3-9s~ .7-__. _ ~ ~ _ m......-_ 250 051 0:31%
i ~ ~ 1.29% ~._..w... ' ~ . ~
_ € I i i 2 -0.13% 6~ 0.94n.___~~ b1~~_- `
r ~ ,.,.M . d i ~ I I „ ,.,,,,...,,..,............,.._.m...~.~~~~._ - off„.„.. - , 248 ~ _ 04 - ¢ ~ 2 . ~ E _e.e _ ~ ~ ~ _ _ _ 248 ~ Q
-0.79% ! ' € { ` fl%, - i i s _ ; a i ~ ~ E
. , .~.m..M...M.... a~ j I S i _ _ _
3 j yr~ 11 4 O Q
~ 246 ~ _„k . . , I , ~ ~ _ „ I . ,.w.. _ ~ .r . , _ ~ a I ~ / I z z I I , _ ° 248
tv f 1~ ~ I , o s ~ ~ ~ ' . SEEmBtt1DGE ~ r _ve... _ _ ; ~ ~ ~ SEE"BRIDGE"__ I i I ) _ ° ~ _ ~ ._A __r w _ _ _ _ . _ 2 _ ~ _
N _ m , ~ ~ W ~ ,ABUTMENT DETAIL, i ~ rn :SHEET C-2.1 ~ ~ ABUTMENT DETAIL,' I I 1 f ~ ~ ~ 1 ` rP ' ,,''~,^'lA'^'~~,,
ID I / SHEET C 21 ~ ? ~ t I ~ ~ ._,....,,,,,,a,.. _....L......_ _ ~ _ ~ 244 . ~ _ , ~ ~ I € ~ ~ ~ fl1(/1'~~IIJ ® I ~ w„wm ._3 _ _ ~ ~ ~ _ ~ 1? - 244 ~
x ~ 1 i ! I ~ ~ I ~~~~~~~~55
I _ m____ _ w . I o ~ ~,n. . _~w~~. - ~ . _ z ~ ~ I EA
r i i ~ ~ ~ I - I ~ _ z , ~ , . ~__.._m . x._ ~.m t._.~...W.............. t 1 ~ ! i rm-.. _ .....s . , a ...e ~
I 2a2 . 3 ; 7 € { i ;..r~ 3 I r t i 24 ; . ] 6
i ~ j i 1 1 ' t 1 J : ate,. i~~ .M.., _.....,..,~n,.. .-f, ^~1 ~ I
0 i• , i : G ~ E
~ ( 1 A 240 ~ ~ ~ ~I ~ ~ I _ a 240 N
~ ~ ~ i ; i i i I
~ ~ - - . _,.,..__EXTEND DRILLED , ~ ~ ~ _ ~ ~ ~ [ ' t PIER TO aOCR- ~ a _ ' ~ _ HORZ SCALE:
~ ELEV 241 t ~ - ~ I ~ I i , ( ) I ~ ~ ~ ~ E><TEND DRILLED I I ( ~ I ~ VERT SCALE: ~1 F_._ ,w _ T I _ _ w_ ~ _ . 238 nrraHr~ w. TDI
238 ~ ~ ~ I ~ ~ r ~_PtER-i4 ROCK I
(E;LEV 232 t) i € j
CHECKED BY: DMK
f E 1 3 cnrc 10-26-09
236 ff. _ m m .e_a_. 238 FROJEC: NO. { 12082306-A
N p i ~ ( I i i I
m 36+00 37+00 38+00 39+00 40+00 41+00 w 42+00 43+00 44+00 45+00 SHEET: NO.
w N N SI•iEE; or
D 3

r
NANCY DAMERON / / / ~ , ~ ~ SPEgAL FLOOD / i~ O Y Y Y Y ~ ~ CC ~ ~ L ~
/ ~ ~ ~ PIN 1840-76-1875 HAZARD AREA / / ~ / /
LIMITS OF DISTURBANCE = 2.9 AC \ - ~ ` DB 12337 PG 255 ~ / ~ FLOW
/ ~ Ff 0 ~ ~ / ~ DUNN C EEK DUNN CREEK \ / /
ANCY DAI~ERON ~ \ ~ \ o a0 / / ~ PIN 840-76-1672 ~ _ - / ~ ~ ~ NANCY DAMERON
/ DB 12337 PG 2555 ' _ \ a / PIN 1840-76-1672 / \ DB 12337 PG 2555
/ ~ ~ \ti ~ ~ ~ \9 / / / ~ Jy ~ \ /
" `~o. / / ~ \ \ f FLOCC PLAIN /
7, j / ii i W - -
. ~ ~ ~ F~ \ ~FLGODNlAY ~ ~ `P/ / / ~ ~ N~ \ / / / Jfo ~ /
/ i ~ DUN ~ / \ / / \ . ~ / / / ~ \ / ~ / I ~ SILT FENCE ' i
~ _ / ~ / / - - - ' / / F / i - OUTLET w~ _ I- _ -
y / / ~ _ _ ~ - - _ SILT FENCE _ O l± ~i ~ " - - ~ ~ REMOVABLE PIPE _
F~ EEµ. , / / ~ ~ ' OD LOD LOD \ BOLLARD(SEE C-2.1) ~ - - ~ % OUTLET
/ ~ 1, ~ ~ r,o. / [ ~oo~ ~ _ _ ~D SF SF SF - ~ ~ LuD' ~ V / SILT FENC T / Li SF ,r SF LOD ~ OUTLET OD / ~o _ _ Lo oD 154' ~OARDWgIK Z
• f_ ~ _ ~ / ~ ~ DUNN CREEK ~ / ~ / sF ~ 51+G~ _ I _ _ . sF ~ ~L D _ ~ ~
\ ~ / ~ ~ / _ - A' ~APPROA CEMERLPJE 2. s ~ ~ ~ pOp m / / ~ / Doi _ I _ _
//,-ZONE/2~ MPOfZARYiM~A,~T~ ~ ~ / / - / ~ C-1.1 - . ~ A _ ~ CF STREAh1 ~ ~ /~P ~ aa~ / r 1 r - ~ \ SURVEYED TUP / , r X00 / 8~0~( (TEMPS= 1~~i~SF u.u03 AC - - SF . SF l 1 ~ 11 ~ III i - i P _ r
_ _ \ J OF RANI! C, ~ / / pgf ~ / ~ V A / 1 u. ~ JJ ~ 1~ I t _ dOl 00 ~ ~ i L ~ ~f ,1:t SQL 0 v ~ ~ . ~ ~ n
/ i SILT FENCE V A / i I FT A A / ~ ~ a0 ~ ~ TP 1 r~ 1 I \ F ~ _ N \ TP
~ / i i OJTL_ 1. ~A / 54{ k00 ~ ~ T FENC _ _ _ PT = 51+81.91 m w 0 ! , ~ SILT FENCE ~ ~ ~ ` ~ r F ~ ~ ~ OUTLET 4 I ~ F'" 1 PC = 53+57.90 "c;-~ ~ ~ ~ > 1
S _ - _ ~ , . ~ ~ SLT FENCE. ~ / / 'SP ~ , ~ ~f„ - ~ , ~bUTLE ~ b ~ 1-. i z ~~oNE 1 & 2 IMPACTS , \ r ~ W_ ~ °j,~' ~ ~ ~ r
- - / SILT FENCE / p i- ~ OD LOD OD ~ ~ ~ ~ 4 ~ a P / / OUTLET.... / ~,gF - ~ SF - - SF - F - F SF 0D LGJ LOD ~ ~ / 40p. SF../ ~ ti _m ~ ~ 811 ZONE 1 = 391.92 SF- 0.009 AC~ 7zs.43 sF ~POO7 ~ ~ ~
/ ~ / / r_ 6+00 SF - SF _ SF - SF LOD SF LOD LOD LOD \ ~ ~ ~ 00~ P / PC = 50+51.19 / / / j - _ ~ 47+00 SF SF - SF - SF SF~ SF L D SF L I% I, L LOD ~ ~Gp~ ~ ~ ~ 811 ZONE 2 = 639.24 SF= 0.015~C „.`P~= 53+s ~ '~o.oa7 Ac ~ ~ ~ o o 611 ZONE1(TEMP) = 187.41 SF= .004 AC` y ~ ~ ~ ~ ~ m
/ 2pSF .r' f - t--++----- - - 48+D0 F - - - _ 0 ,1P i . ~ a0l - ~ 1 dOl a 1 0 0 0 0 001 001 ' - - 49+00 ~ 1 811 ZONE2(TEMP) = 824.35_SF~ 0.~9 ~C r} ~ ~
~ ~ ' ~ ~ ~ ooo 000o a01 001 00 ~ a0 P SILT FENCE / /F' ~ a0~ ~3.~ ooo 000o TP Tp 1 OOl 35 4 ~ e?' ~ ~ "y ~ - 19$.9 ~ o C,i
/ L / L) 00000000 TP ~~TP Tp Tp a~P 00l a01 Ol a0 ~ P OUTLET ..~-^^r^-- ~ / / / 0000 0000 TP 7P TP 1 001 - ~ LIMITS OF i -°"M~ a t.~ m w ` t \ fly, - .M 1 ; •A 0.0046 sn > > > >
Ay Oo 00 PC~45+80.58 ~ r °oo ~ 0000 ( ° TP rfP TP DISTURBANCE ~ ~ ~ ~ ' ~ ~ O ~ ~ w w w It ~ °1~ , i 'yy
/ p0~ 7.15 / - 00000000 r (TYP.) t E / PT = 45+9 / Jw 000000000 J`""`i m o 0 0 0 0 0 o EX, 2d PUBUC ~ ~ TREE PROTECTION ~ ~ ° ~ ~ s ~ . ~ & s 4 a ~ ` ~ b
/ ~P ESMT. ~ ~ 0 / a3 ~ o °oo °0000 UTILITY ~ PC 49+10.33 FENCE (TYP.) ~f' J W 4 N n
a0~ / ~ ~ b w ~ o 0 0 0 °a o o ~ > > ' NEW TREE ~ w 0 0 0 0 0 0 a 3 PT = 49+29.77 .LINE (TYP.) 1 '~a-- ~ ~ ~ ~ ~ $ ~ ~ ~
~ 0 0 0 0 0 0 0 CONSTRUCTION °ooo° 0000 f`°-,.~ ENTRANCE bw ~ ~ ~ ~ ~ ~ r ~ \
C - 44+90.75 ry, 00000000 ' 0 0 0 0 0 00 c~ ZONE 2 T~ PORARY~IMPA~TS ~ m ~ ' ?
6106 ~ FMP} = 213.25 SF= 0.005 AC _ o ocooooo ~
PT - 44+66.40 ~ 00 000000 ~ ~ ~ ~ ~ ~ ~ 0 000000 • 0000 r ~r W-3 e _ ~ " x 13330.88 Sf~ ~ ~ ~
k o°00000000 0 ~ ~a~OP~ 0.306 AC
f 'Y 0 0 0 0°0 0 840.70 SF •~R ONE 2 IMPACTS _a oo °ooo 0.19 ACS ~a a e ~ a t e ~ f . ~ i- \ v7
- 9.6 SF=r'~.~06 AC oo° 0000 ~ 10 ZONE 2 - 25 ' ~
10 ZONE2 TEMP = 82,~ SF= 0.002 ~ °ooo 00 00 ~ ~ r 0 0 0 0 _ _ _ .
0 0 0 0 ~ / FLOOD PLAIN ~ ~ ~N - - - - - - - - 30' ZONE 1 LIMIT TREE LINE
,f ~ 0 0 oYfo 0 0 \ . 000000 0 SPECIAL FLOOD SITE BUFFER N
~ .a °0 0 0 0 0°0 X00 {'e'~ ~ °0000 000 HAZARD AREA NEUSE RIVER BUFFER 100 YR FLOOD a O ~ • STREAM CENTERLINE PLAIN Cd U ~
r' ~ ooo 00 ~ \ , , 00) Ca ~ ~ ~ - GREENWAY CENTERLINE 500 YR FLOOD ~ WETLAND AREA ~ r"-i
I ~ . 0 LOD LO PLAIN
HERITAGE WAKE FOREST ~ LOD PIN 1840-75-7997 ~ ~ TEMPORARY C Lao NANCY DAMERON GREENWAY (EOP) ~ p NANCY DAMERON - LOD LOD - LIMIT Of CONSTRUCnON ~ U N
0 ONSTRUCTIO PIN 1840 78 1672 DB 11158 PG 1401 { 0) INSTALLED FOR SANITA N ACCESS TO FOLLOW \ ~ DB 12337 PG 2555 RY SEWER CONSTRUCTION EX. PATH ^ IN 1840-76-1672 - - - - - - - - FLOODWAY DISTURBANCE ENTRANCE ~ ~ U B 12337 PG 2555 - rP rP - TREE PROTEOnON
OOl - - FLOODPLAIN ~ 's~,
a01 00 1 / a0) , - SPECIAL FLOOD HAZARD AREA o0oooooa RIP-RAP ~ °ooooo00o DISSIPATER p ~ 0000 o r~ N 'd
i ~ • / PROPOSED CONTOURS (MAJOR) SF - SF SILT FENCE F-~ 'V ~ ~
PROPOSED CONTOURS (MINOR) ~ SILT FENCE ZONE 1 O ~ ~ ~ OUTLET ~ ~ ~ ~
r, ~ ^ ~ ~ _ 00+00 MATCH LINE ZONE 2 ~ ~ 0 ~ ~ ~ p
~ ~ r~ ® ~ ~ ~ ~ M ~ ~
Ua,~N~r, U _E' 1 ` BOARD WALK ~ ~ 0 ~
TNESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN PHIC SCALE NOTE; GRA :ENWAY TRAIL GENERALLY ~ ~ ~ ~ w z ~ ~ ~
OF WAKE FOREST. GREENWAY TRAIL GI 30' 4 30' 60' FOLLOWS EXISTING I LOWS EXISTING GRADE, SOME ~ ~ ~
Engineering Department Date FILL WILL BE REQUII . WILL BE REQUIRED TO eRlocESED o ac NTAIN SMOOTH TRANSITIONS. cd
MAINTAIN SMOOTH • Public Works Department Date ( IN FEET } ~w~rr~aw.~
1 inch = 30
Erosion & Sediment Control Date E ~ I i I i I E I. I ~ I__ ~ ~ I - m 272 ~ F a
- I ~ [ f ' ~ ' I 1 ~ ~ _ - Fire Prevention Date I l E _
' s I Planning Department Date I i 1 ? E I ~ ~ f _ ~ I _ ~ ~ ~ R~ .
~ _ E _ i p 0x I
i of Ralei h Public Utilities De artment Date ` € Ct P I I Y g 1 i _ _ _ _ D ~ o _ I ~ 27 ~ } z 3
I } _ _ ,M__ ~ _ e , 270 , s _ . I ~ I l f I ( ~
I
l ~ 4 _ r _ ~ 1 _ ' ~ ~ ~ ~ Z I ~ i ? ~ I ' v _ d-. m . ~ ~ , ~ , „ I _ 268 ~
E ~ i ~ _ ~ _ _ . _e__ _ 3 t i
1 268 _ . ~ I I i . . 4 ( t W ` r ~ ~ I 3 _ 26 O
_ _ E . ~ i I _ ~ € I 3 t t I
~ , j j i 3 1 I mom.. _
_ ~ ~ _ . _..a j° I 266 E E i ~ I 1 ~ Y .
7 i i . I....._, . . E
~ i ~ t _ _ I I ~ ~ I i F I ~ _ 1 _ 264 _ _ ^Q o Z ~ _ ~ e . _
I ~ 1 - - r.._ _ € , y.. . ; I ) I I
264 I ~ ! ~ I i r i g 1 . _ mm't _ ~ ~ ~ z d' I _ e I
i l . ~ . i ~ I i ~ ( ~ i F f( L~~\J E W ~ ~ ~ / i ( ~ ~ ~ + 26
t ? E € I i ' ` t _ ......i r... _ ___m_. p,, ~ ~ _ _ a p o ~
w,~. ee . , ..e _ ' 262 ~ 6 ~ I 3 ( ' ~ + ~ ~ a r rn ~ a a n O I ~ . ~ ~ ~ . _E~y.._.!~E e ~ _
t ~ 9 ~ € ~ ( _ _ e _ t E _ _ _ _ _ . . € r-- G _ ~ [ ~ ~z . I - ( ~ ~ ~ ~ ! m ~ m ~i . ¢ ~ III II II ~ _
{ i I ( io ~ ~ Cd ui d• ui € ~ * N ~ N 11 ~ II > q M L ' ~ N_. +,,,,.uNi,,.... ~ ~ ~ 91 ~.,._H i II I ~......N xu} 260 Li r
II it N' } II ~ ~ ~ ¢ ~ a ~ < ~ ~ ~ ~ a 2
260 I _ ( I E I E M i I ~ ~ t I > ~ ~ w ~ w ~ _ BOARDWA4.K,,.SECnON (E6E~.-25I _ I ~ I"' _ _ _ L.L.1
r-. r O~ N Ot N m h~ N N .._e _ _ i , ~ I u01i ri ( } ~ + ~ ~ + N + m II II > i N w to N ~ S a 5 a ~ a~ W ~ O h w d S S 5: ~ 5 a ~ ~ ~ .®L . 258 I I I
L~J1 ' r ~ O ~ N ~ ~ N m N 'k N k N , N m N W
w r7 it II I II ~ w ; 258 e__,...~ © _ _ ~ d ui °m ~ N + m ~+Q N N > it > W ~ >WW W II > N ~ i a a ~ ~ I ~ Lim
O ~ r N N I~ N t N t ~ W q~ 4 J ~ J d J J $ a $ 1 ~ n v + ~ ~ II _ _...r- w ~ W-- N _ n n ~e . II_ II p _ ~ _ m 1,"~.. N W....._ ~ a N a E _ m. ~ _ _ 7 _ _ _ _ _ _ _ - Q Z ~ I ~ . oflq
_ _ ~ , _ .1 _ vi o ~ _ . ~ N I ~ it II > ~ w w N 5 a 5 a a 5 a a a a ( ~ w ~ _ _ .480% '015% ~ ~--._r-_ 25 V 6 ~ _ ~ ~i ~ 0 fi3~_. n ' r .
i N d ~ N I C I W F fl _..lll. _N I J _ 8 ~ a _ . . 256 ._I ~ .N ~ II _ ~ ~ N..~_. s a ~ a a a ( I ..rte---~i I ! 1 ~ _ L V 1 i I i
a E ~ > ~ µ w 5 a ~ a E ~ i 4~ . 1 II a ~ ~ 5 ~ a _ ~ ~ . i a . ~ . _ 1 42% , - _ .
k , w t.54~ . ' _ 254 ~ ~ v
s s ~ w S a ~ - o _-Q 1O _ _ - .h7%.. _ _ _ _ . I ' -O _009 E a % . 0.25% 5 1,,,,_ - ..,I~_..__ i
254 ~ a ~ 1 7~ . _ a_.. . a ~ ( I I ' j n ~aq _ l i ~ c. ~ ~ U
i .owl-~.~-~- r', _-~._.W---$-----..".. 3 _ _ _ oss~ I W
: £ .u M 9 = 0.86% I f i _ 25 2 Y _ _ _ , , _ - e- , I
E % i _ i ~ i E 3 252 ~ 1. a 3 j I l } I ~ e- .M
0.03% ~ , . _ " ~ I ( ~ I 1 ¢ N _ M... O e - ~ v_~ _ _ _ w__,, _ }
,,.m E ` s E ~ , I I ~ ~ i _ _w_ ~ _ zs ~ _ _ - ~~~mu ~
ro i ~ i w i _ o i i . _ I ( ~ D • C n ~~~4 i ~T ~
w 250 € o ~ 8 .___._,i_ _ ~ m ~~~SS~~•~~~~~L
i ~ I T i~ 1 ' _ - _ _ " _ e 1 _ _ _ ~ ~ _ _ ~ 1 I ~ e _ . , _ _ _ ~ r j I , I ~ ~ ~ ~
1 E ~ F ' : : ~ ~ E ~ i i 1 _ 2aB ~ : 9': ________w_........_ a I i
~ 248 - ~ ~ j 1 I ~ ( ~ ~ ~ ~ 7466 1 _ . • . _ ,
- I ~ { I . 3, r ~ , i ~ F ~ I ,G
_ w _ m ~ - ~ ~ e € 1 ~ 1 i i t ~ ~ . _ . _ - 248 . f
~ 1 E _ _ E I _ _ _ _ _ _ _ _ _ _ _ _ , _ ~ _ _ - ~._.e _ I ~ Q ~a~ D
n 246 ~ E - ~ I , _ l < ~ ~ ~ _ _ - { r ~ I ) i I _ ~ _ a___ , _ _ I
_ . _..t _ E i (7°°'........ r E ' e ~ I ~ ~ a t HORZ SCALE: t _ _ d 244
m -n 2 i j 1 ~ i r I ~ ~ i . _ 1 ~ - _ _ _ ~ -.I I _ ~ ~ - , ( ~ ~ ~ ~ VER" SCALE:
_ ~ , z _ . _ _____e ~ , 244 ~ I m ¢ ( i ~ i
E m E ~ _ _ - , K _ _ ...E ~ I ~ .m _ ~ ~ _ s _ ~ f}RAWN BY: TRL
~ I € CHECKED BY: DMK
I j l K j o , _ _ DATE: 10-26-09
. 242
_ i i.. PPO,,EC NO. 12082306-A
i
N ° 51+00 52+00 53+00 _ sa nn SHEET N0. C-1.4
0 47+00 48+00 49+00 50+00 45+00 46+00 J SHEET 7 OF 12
w
D
Jr

• 1
LIMITS OF DISTURBANCE = 2.9 AC ° L • a ri n n o
o_ 4
_ - j~
\ ` ~ ~ SPECIAL FLOOD ' ~ \ HAZARD AREA - \ EX. NCDOT ROW \ /J/ \
I
\ ~ ~ ~ \
_ ~ ~ \ ~ ~ FLOOD PLAIN t-- \ \ ~ ~ ~
FLOW _ ~ - . - 1 ~ \
_ ~ ~ N ~ ~
I
NANCYDAMERDN ~---~~_~4 `r-_~_ PIN 1640-76-1672 ~ = . ` = ~ ' z U ` _ ~ • \ \ ~ I y`~'. ~ ~ `ti EX. NCDOT ROW ~ l
DB 12337"PG 2555 ~ ~ ~ ~ o ~ \ \ . • ~ " PT = 61+10.94 ~ • w ~ ~ ~ PC = 61+27.78
FLOW ~~FLOODWAY ~ ~ ~ ~ ~ ~ o ~ . ° , ~ t~~ PT - 61+51.16 NC \
- - - DUNN CREEK pi~NN CREEK~~ ~ ~ . FLOW ~ ~ ~ ~ ~ ~ A
- ~ ~ ~ . - ~ ~ ~ ~ ~ \ ARRACADE 9SS (f}
_ _ _ - - - - - ~ _ _L___ _ , _ _t- v ~ ~ ~ ~ ~ ~ ~ SEX. GREENWAY
~ - " _ ~ ~ -APPROX CENTERLINE ~ ~ ~ ~ , rr W l - -r-.~,_! ~ OF STREAh1 HEADWALL i
2 ~ ~ i i _
J _ URVEYED TGP ~~IiNN\ S .J1 ~ ! ~ ~ ~ - ~ OF BANK CREEk ~ to W k \ ~ \ 62+25.14 EX. 10' SIN W
SILT FENC ~ ~ ~ ~ _ OUTLET ~ ~ ~ ~ ~ r ^ ~ / 5~ ~ ~ ~ PEDESTRIAN CULVERT ~ ~
. - - - / ~ 5 _ ~ QCt t1S QS ~u' Q~i e,q a J 262 ~ w~~ ~ ~
' ~ ~ " SILT FENCE ~ ? ~ J ~ ~ \ ~ \ ~ , i 1 \ ~ ~ 26 280•^x` ~ " ~ o ~ ' a ' a
OUTLET ~ ~ ~ ~ ~ ~ ~ ~ Z r„ "S ~ 1 ~ ~ ~ ~o i °
SF L ~ ~~y ~ ~ ~ ~ ~ RUCK INLET SEDIMENT T Y ;IE 8 z TRAP T1PE'C'-SINGLE y ' EX. 108° DOUBLE BOX ~ w ~ ~
•11~,•,tt l.~, SL~D EMOVABLEPI " ~ ~ ~ m° DIRECTIONAL FLOW j~. ~''fF ~ \ L BOLLARD(SEEC-2.1) -w-~~,~_J`~ ~ ~ U~ g Ir 6 E T,a SF OD ~"~",.~~.aJ m ~ 1 ~ e ~ ~ ~ ~ STORM CULVERT ~ , ~ ~ ~
~f. S CHECK DAM y F ~ S ~ ~ 1 l ~ ti FLOW A _ 5D ~ Sp ~ ~ ~ ~ ~ 0 ~ , - ~ - - - - - - - - - ~ 108" BOX CULVERT c o ~ ~ n
! sF \ ~ o v ~ VAS SS ~ "~`5. ~ t O , r~ o ~ ~ \ ~ i'~ DUNN CREE~ ~ ` ~ SD ~ _ ~ ~ t°\ S Wr - : SC+ QS :a.-~ . Sp GS ~ C. o r~ p ~
~ ~ , , 106" BoX cuLVERr
726.43 SF 001 ~ ~ 5 \ SOD CHECK D~ ~ 0.07 AC , r' ; i\\Ol ~ ~ •'""5*~ F ~ Lo SS SILT FENCE ~ ~ `e C•2.1 "w ~ ~ _ ~
Ta ` Q ' 3F \ s\ OUTLET LIMITS OF ~ / i \'c ~ ~ F`- °S DISTURBANCE f SILT FENCE ~ O F ~ ~ ~ ~
~ ~ SFO~-~- L SILT FENCE (TYP.) f ITYP.) f w_ '7'W ~ ~ SF T ~ r. f' ~W~1,. \ \ SF OUTLE u,`4 g
O (19.9 SF l Tp'~~ ~ '~a-~.J"4w,f(*.~ ..~.d's,. ! O ?t9.0046 ~A f I ~ _ 56+00 SF -.-'SF `CADS ~ r " 'ry J r ~ ~ Ol -~-f- _ sF ~ "r ZONE 1J& 2 IMPACTS i
~t _ ~sF '~==;~g10 . ,J 1 NE 1 = 3429.34 SF= 0.079 AC a`' ' , _ \ LEGEND ~ ~ ~ . . ' ' ~
4~ j as, Oo SF SF r " _ 8 2 ZO ~ ~ p ~ ~ TR PROTECTIO ~ - SF L ,~w " f ~ aol a~-~ _ 52+QO sF 812,.,~ONE 2 = 1041.7.2 0.02~"AC ~ 30'ZONEIUMIT • TREE LINE >
v E'GG TREE U P = 5 . 5 ~ ~ ~d~"~ ~ / - F ~.~-'tOD r ~ _ NEUSE RIVER BUFFER SITE BUFFER o n
. ~ - ' r ~ .,y I 001'" ~ ~ ~ 8 LOD LOD ~ L¢® LOD 1~ = 55+66.48 ~ dOl E~'- ~ 5F $F-- SF --`:SF / """i`^~ ~g% ~ '0G STREAM CENTERLINE ~ ~ ~ PLAIN FOOD
e a ~ s./ CLEAN WATER DJ.YERSION (C). ~ T TP - IfiP T -'a5l ~ ( ~ ~..s' ~ ° PROVIDE 90 L~F NORTH AMERICAN a . TP ~ ~ ~ ~ ~ FS~r P ~ - GREENWAY CENTERLINE 500 YR FLOOD WETLAND AREA _ ^ ~
IN 5 • q Ems- ,,,a- s 58+ 0 ~ ~ ~ q GREEN TEMPORARY L FAR''"S7 -OR..,,_ v / 00"F"`"° - ~y GREENWAY (EOP) - LOD LOD - LIMIT OF v7
APPROVED EQUAL CHANN^ELr • ~ ~•"""Ool-°-~... ~ ~ ~r 00 BOTTOM \ \ ~ ~o6~~PT - .8 ~ CLEAN WATER DIVERSION {D). • 001 _ CONSTRUCTION ~ ^ , ~ FLOODWAY DISTURBANCE ~ ~°6~~PT - .86 ENTRANCE ~ TP TP - TREE PROTECTION
,r~ PUBLIC ~'REENWAY ES,~IT, PROVIDE 400 LF NO~R AMERICAN 001 ~ µ i~F ~ ° ' ~ ~w - _ FLOODPLAIN ~ O
• / ~ J r ,J'`~ GREEN TEMPORARY'LINER 575 OR i P 001 001 OOT 1P / ~ TP TP ~ / ~ ~ APPROVE~QUAL IN CHANNEL ~ TP TP 4~ ~ SPECIAL FLOOD HAZARD AREA oao p0000 RIP-RAP ~ ~ ~ ooop0ooo DISSIPATER ~ N
PROPOSED CONTOURS (MAJOR) SF - SF SILT FENCE o0 o a O
PC = 58+62.20 ~ " ~ ~ / FLOOD PLf~IN ~ ~ ~ ~ SILT FENCE ZONE i ~ ~ PROPOSED CONTOURS (MINOR)
_ / ~ n„ µ ,r~ ~ r'` r°""' e.- PT =~+73.57 PC = 59+31.25 RETAINING WALL / ~ ~ '"r~ ~ ~ / SEE DETAIL SHEET C-2.1 LING WALL ~ OUTLET ~ ~ ETAIL SHEET C-2.1 ~~q.,, ~ 00+00 MATCH LINE ZONE 2 y~.~ 0 y
kw d r' ~jv ® ~ 0 C
~ \
~ ~ ° / ° TP T TP ° • T NANCY DAMERON f~','4` PIN 1840-78-1672 ~ ~ ®BOARD WALK ~ ~ ~ m
~ ~ DB 12337 PG 2555 ~ PROPOSED ~ ~
NANCY OAMERON PIN 1840-76-1877 BRIDGE ~ ~ a O
DB 12337 PG 2555 SPECIAL FLOOD HAZARD AREA O • v ~
~ ~ c~C 0~ N ~
0 O 41 ~
GRAPHIC SCALE ~ a ~ wz~~~
3D' 0 30' 60'
°J op~rn~ I--I •C ~ C ~
~ ~ ~
( IN FEET ) 1 inch = 3d ft: A
I ~ ~ l i 1 77 ~ w ~ ~ a w ~ i I . i E` o O W f ~ e 3 I (rt i ! ~
CL AR WATER DIVERSION (C) CLEAR WATER DIVERSION O ? ' ( { ~ _ _ ~ m. ~ _ . ; 278 h a ~ e
ANNEL ,CALCULA~IONS_ I CHANNEL-CALCULATIONS-. _ _ m _ _v. - . _ _ _ _ , m . ..P f ~ 278 ~ ~ ~ j ` I { ~ ~ ~ T^ Q~ ( ~ ~ ~ ~ o-.~
Given Inp~t Dota: Given Input Data: 1 1 ( i ~ ! ( 1 Sh a Trapezoidal Sh e... Tra ezoldal ' _ f r Oe ~i ofi ~ Sd'in o of Fldw M ~
Solyt~~ng o 1 • 5.8400 cfs Flavirate 7 240 . Flow•rate 0 cfs ~ i ~ ~ , . ~ ~i "J' ~ r I ' [ P ~ ~ ~ O ~ i ~
0.0150 ft/ft . Slope 0.0210 ft/ft i ~ 276 i..._._. j t Mdr~ning's°'n(NkG Ro °hness).. 0045'`"" ~1arlning's n (NAG Roug~iniess):0. ` ~ ' _ _ ~ e _ f ~ ~ 2 6 ~
Height 36.0000 in Hei~jht 36.0000 In ~ ? ~ € # . Bok#om width 0.0000 in Bot om width 0.0000 in [ ' . _ - _ _ ro . ~ ~ . _ _ ~ i f
-tefl slope ..:::r:.........r. -3.000O~ft/ft ('VfHj tef slope' ~ 3.0000~ft/f 'V//H~ I , f z € ~ Z
Ri t sla a ..............1...... 3.0000 ft ~t V Ri tit sloe .............s..... 3.0000 ft/f (V/H) 9~ P / 9, P ~ ~ i a 1 i I _ _ _.r.. _ . _ ~ ~ , _ m m _ 274 ~ - ~ NOTE: ~ _ 1 GREENWAY TRAIL GENERALLY
274 Co~uAeC)-Results . Com ute Resutts ~ , f _~._v _ _ P d _ E De th 32.9757 in Depth 33.5577 in I _ I I ( 1 ~ FOLLOWS EXISTING GRADE, SOME W
Vd city 2.3201 fps , Veldcity ..L.. 2.7774 fps ' l ~ ) ~ 7.3796 cfs'. II F r a 8.7317 cfs ' ~ ; Fu111Flowrate . Fu i IoW~akQ ..........._______M ______m. ~ -s _ _e_ _ - m~ _ . 9 I ~ p p ~ f FILL WILL BE REQUIRED TO ~
Flo- area • 2.5171 ft2 Flow area 2.6068 ft2 , i ' Flo~i perimeter 69 5190 in Flow perimeter 70.7459 ua ~ 4 I ~ 1 ~ r I~ MAINTAIN SMOOTH TRANSITIONS. O I , _ . ~ ' - _ _ _ e -......1 I _ ~ 272 ~ LL
H rauhc radius 5.2139 m' H aulic radus 5.3059 m ` ' - y Y ~ ~ - _-_______e.. _ . _ _ ~ T . _ m _ _____.e. , 272 iz~pp width ° 21.'98'38 in , _....._To width....: ~1"°22:3718" m E ~ ~ ~ 3
Areb . 3.0000 ft2 Are 3A000 ft2 Permeter 75.8947 in Per meter 75.8947 in ; I j ~ ( 1 I --r _ ~ ~ N _ ~ ' _ ~ i_ ~ r ~ m
-Rerent,full......,.•..~,.,. ~9~1,5983-~% Pee~ent--ful4 83:71.59.% i .._..~i__ i _ : , ~ ; i } 3 ~ i 3
~ ~ i i I ~ mm i _ a ~ . _ _ 5 -1- , _ _ _ _ ~ _ Q _ _ _ 3 a o mo -
270 _ I ~ . . _ r ~ j I i ~ l 1 ~ I ~ W o +
i ! ' • _ _ ~ _ .m . _ " ~ f ~ WUJ~ ~ o a PRE ENGIf~EERED STEEL } o ~ ~ °n [ t ~ ~ '.®,n___. _ w w ,.,.m_. __,._.~~PEDESTRIAN BRIDGE: THB ~ w , . -re ~ ~ 268
I . _ _ _ w~~..... m.l. ( w S BRIDGE S~{ALL BE WEATHERI~JG II S ~ a
~ F ~ 1 a a STEEL AND SHALL CONFORb( TO a a , II ~ ASTM,..A84 ANO,,,.ASRuH A588...._~,, ~y........ r ~ 0 O ~ ~ N ~ ~ v
j _ e. : ~ ~ i ~ ro > ' z 1 G I ~ ~ + E I ~ I (BRIDGE 82'-2" ~ a ~ n~
i ~ ! ~ ~ OJ N I r .QS E ~ , , _ r- _ .x. 266 , , _ I I € I O ~ O . _ _ ~ 2 8 ~ _ _ ~ ~ ~ _ ~ _ g a ~ 1 ~i ~ ~
Ilj II I l ~ ~ T ~ 00 N ~ W ~ e I N J I ~ ~ 3 ~ ' .
~ l i _`•"w P I ) ~ 1 _ ) ° ~ ~ II > ~ ~ ~ ~ a ~ ~ ~ 9 , a ~ W ~ ~ ~ r~ , ~ ~ w E SINGLE PEDEST~2IAN CULVERT
j ~ ~ ~ ~ { m a II a ~ ~ a / fr" N t m _ _ 1~; ~ g ~ NC 98 ' ~ ( ) 264 W I1/ LL 5 a LL II
264. _ _ . _ l ~ .P ai < ~ m 5 47% a r ( € ~ n w ~ w ~ a l` 2• 4T a ~ II ~ ~ O
~0 d i i ~ ~ N ;N > 5 I a ~ t, r ` 1 O=YEAR FI~OD ® _ f, _ _ . _ . -1 ELEVATION = I e _ _ ~ ~ O ut
(n ~ m i d ~ 5 a i ~ ~ l _ ~ I
T ~ ~ + w ¢ ~w a ri' 262 ..O ~ _ _ ~ ~ ~ 1`.., o . a 262 _ _ : j _ ~ ~ ~ I
O ai o m ~ I m o3 r ~ a ,n 3 it ~ 5 a ~ 3 40~ I ( rv m r r~ ~ a ( 1 a y O 1 p N N ro tam r7 ~ rn 1 ~ N r` ~ of ~ ~ rn m7 ~ II W~ r" ( ~ _ I Z ~
' ..m....-........-...__...... + u1 l0 I(J f Oi O 9" Ne ..._.A]. tD + N + .+l1+. if1" ....._._y._.... J..,. . _ _ ° ~ gll ~ `n II + N ra ai h aid °J ro + ~ + m i ~ ~ ~ ~ II m III ~ of I } i~ ~ ~
~ II y N a N ~ N', a N ,a ~ N II # II > II R ~ , w ~ II [ a , , , , . ~ry r ~ ~ ~ 260
260 ~ ~ w f II a ~ s ~ % _ ~ E_ w > p II II J 1..72 I ~ - 5 ~ w II ~ II ~ > II w ~ ~ ~ of ~ w w m N w i , I ~ ~
a~ a r4- w ~ w a d ~ w ~ w S ~ 5 a S S 5 ~ } j y _ua _ ~....~-t .uL ...E-... w , yr-~ g a - _ ~ ~ _ a. a.S: a.~.i , _ _ _ m F. _ e ' ~ m a ti I . _ ~ 0
a a~ y m ~ a S a l 5 a a E 295 ~ i I ~ a i ; ~ w SEE BRIDGE ~ ~ _ 268
a a a a, a ( a ~ 258 _ _ ° Q - ° _ - - _ ,_m_._.. ~ _ . _ _ . --------L--.- ABUTMENTAISHEET. • ' ABUTMENT SHEET I SEE BRIDGE Q C 21 DETAIL D ; j ABUTMENT, SHEET
3 1 ( t 2.1 DE L D j N i i j I - . ~ _ ~ ' _ _ „C,~-2.1 DETAIL ..D.. _ ~
~ y _ - 02% -0.28% 4.P,7 - _ „ -m'" I ~ ~ ~ I _ ~ ~I ' ~ ~ ~ 1 z )i I
a " ~ ! _ C °a 0.10 0:12. 0.30%, 0.52% i ~ [ _ .L,...... ~ _ _ 256 _ ~ _ , _ ~ _ _ ~(/11111111///
w 256 ~ - - ~ ~ ~ ..N o ~ I m - ~ ( e CAR~~ ,,,~I . ? S. J
~ i ~ I E _ _ _ - _ _ - _ ~ _ . , i _ . ...m......... •
v 3 I ~ 3 j ~ ` ~ ' ' ~ ~ e _ _ ' 4-._... ' ~ ~ 254 • • _ . y~.. ~ = SEAL
I w 0 254 ~ _ . _ _ -i-- i
I ~ 1 i I N t 3 ~ ~ ...„i.. ..e ee. ~ i 'S [ ~ ~ ~ 7466
' 1 ~ ~ ~ I ~ ~ EXTEND DRILLED - l ~ ( i _m, - . g _ _ _ - .-I ----._e - __"pIER~TO~ROCTC"-- 252 d 3 EXTEND DRILLED I I I~ _ _ _ . .._~i___THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN ~~~~Q9~•C~N~•'•O~ ~ Pra~r0 >zoc~t _ ~P EXTEND DRILLED OF WAKE FOREST. M ~
~ , E ~ ~ ? ~ELEV 250 t) - ~ E ~ ~ ; _ j ~ i ~ELEV 250 t) ~ ~ I PIER TO ROCK ~ 1~41j 1~ k~ 111111 , _ ~~f _ _ I ~ ~ ' _(~~EV 2s1 g g epartment Date ~ \
~ ~ ? I_ _ _ _ ~ Tm I i ( } i En ineerin D a ~ ~ I ~ 3 ~ r ~ i
J ~ ~ ' € i Public Works Department Date Harz sCALE. z _ . ~ ~ v~RT
250 ~ i ~ s t i I scnLE: I ,Erosion & Sediment Control Date
~ ~ 1 j ~ f D I i m ~ ~ . .1.. _ _ I : - P i _ _ _ -r^v-- E E I ~i rv _ DRAihM TRL
t i ~ Fires Provanfinn fln?•e
~ t CHECKED BY: r
o - ; . _e 248 Z Planning Department Date DATE: 10-26-09
_ - City of Raleigh Public Utilities Department Date FROJECI No. i _ ~ . ~ 12082306-A
f i 7
O ~ 3 7 7 t I 60+00 61+00 62+00 SHEET N0.
° 55+00 56+00 57+00 58+00 59+00 ~ 54+00 ISSUED FOR CONSTRUCTION C-1.5
w w 0 SI!EET 8 OF 12
D 3

1 ~ ' t
1' ~ f i . ~ ~ tC ~ 5 ~ ~ it Q ~ O
E LEGEND Q
i ! ~ - - - - - - - - 30' ZONE 1 OMIT TREE LINE
~ ~ NEUSE RI4ER BUFFER :SITE BUFFER
~ ~ STREAM CENTERLINE - - 100 YR FL000 - PLAIN .
1 ,~j`` ~ , GREENWAY CENTERLINE 500 YR FLOOD ~ WETLAND AREA
1 PLAIN - - - - - - - GREENWAY (EOP) - LOD LOD - LIMIT OF
~ ~ DISTURBANCE CONSTRUCTION - FLOODWAY ENTRANCE
~ e ~ ~ ( - TP TP - TREE PROTECTION - FLOOOPLAIN
f 1` - SPECIAL FLOOD HAZARD AREA oaooooo° RIP-RAP
~ °oo°p0ooo DISSIPATER ooo° o PROPOSED CONTOURS (MAJOR} SF - SF SILT FENCE
/ ' PROPOSED CONTOURS (MINOR) ® SILT FENCE ZONE 1
i ~ ``v ~ 1 ~ ~ ii OUTLET
- ~ l} 00+00 MATCH LINE ZONE 2
/ ~ ~ , 1
_
BOARD WALK Z
PROPOSED
~ BRIDGE ~ ~n ~ W w w
~ ~ t ~ ~ t~~_.
~ ~ l iiii O U N
~ 'S F W_ W U Z ~ ~ ~
~ IJ W ~ :J d! ' ter. ce a
NEW CURB CUT ~ j ~ ~ w w ~
AT EXIST. ROAD f ~ ~ ra a a i ~ C7 Z Z m
~ LOT ' LGT 762 ~ •l NOTE: ~ v ~ ~ ~ 11 i:. o a a n
0 \ ~ r ~ i ! GREENWAY TRAIL GENERALLY 1 ~ o Q ~ o
t ~ .~-~'''~"`w\ I FOLLOWS EXISTING GRADE, SOME ~ ~ ~ N i 'I FILL WILL BE REQUIRED TO o w ~ W
~ ~ ~r I I MAINTAIN SMOOTH TRANSITIONS. ~ - ~ ~ ~
~ ~ ~ l 1 ~ ~ rn rn o
` I j ~ ~ ~ n ~ a ~ ~ ~ \
J/ I cv , ~ w.~. ~ ~
s"°" ~ ~ n ~ \ LOT 761 F t41 ~ r. rn
a r _ _ ~
~ ~
£4 0 ~ ~ r' ~ F F b ~ e l
~ _µ,s t000`6° o d' ~,•,/0~.,,..,, r ''J" k ~
\..e,„..,~-~,,...,r~~„.. m-_.. p 00000 0 ~ ~ LOT 760 r` P,.. i a ~ s s I ~ O
~ " ' . ~ ~ °~~°O ONSTRUCTION ENTRA1dCE ~ `f e'"~ ~ ~ $ ' ~ ~ a ~ ~ ~ N a
s a I ~ ' a € ~ / \ ~
GREE Y .,..."..e „°~°W . ~ \ ~ r e --%r r' e r r ? ~ ~ F ~ F ~T PGE pF W P` - ~ r' °-~o °~o ~ i \ r' r' ..f',1' / J" F e ~ a~-- . > s NtrR ANT ~ ~ ° ~ \ \ ~ ~ rr ~ F
\ ) r-+
.a--~ a"`"M ~ `p 7 000 0 O~`~ ' ~..'.~'s."s~ O ~ F e r F -w,."" ~ ~ ~ 00000 •,o,~.,~- ~ 0000000 ~ ~ s-°,,-'";'-.~ s° F a F ~ ~ ~ - 1
p ~ 000000000 I - w'" ~ U ~ ~ ~ y ~ U . ~
"1 t 0 00 0 0 0 0 0 0 ` ~ -r" ~ a F ~ J"" g
00000000 l
~ \ \ '°f 00000000 ..a \ 000000000 ° ~ z ° ~ 00000 ~ t o.~b ~ z~~o
00000000 s ~ °00000000 ~ oa
! I 000000000 ~ ~ , 00000000 000000000 (0 A(~ C2 o I \ ~ cad ~ N ~D
~ ~ ~ 00000000 j p 000000000 •1
1 oooaoooo ~ t \ 00000000 ~`e, ~ 0000000 yF (0~ f
000000000 00000000 O0~ ~ 00000000 ~ \ ~ Q ~ x N ~ oM0 I "
~ ~ ~ °ooooaooo e Xr o ~ } ~ (00 ¢ oooaoooo ~ i ~ oo0ooa p0 p ~ 0 LOT 780 ~ ~ i ~ rn ~ z r, f ~ ( ~rl ~ ~ ~p~ ~ 01 a ~4 ~
LOT 668 l I o0 07 ~ APPROXIMATE ROUTE < FIELD ADJUST AS REQUIRED ~
~ ~ o ws ~ °o fF ~ ~ 1 oss F ~ ~ f -...a..~
~ SILT FENCE ~ 25 ~ ~ TOWN OF WAKE FpREST OUTLET B49-64-176 / ZONE 1 & IMPACTS ~ o PIN ~ 10.537 PG X49 /
65 ZONE 1 = 297.72 SF= 0.007 AC ~ / ° DF~o oo~ Boa ~ r' ~ ~ I ~ I oa ,1 r' .
Lor ss7 65 ZONE 2 = 2045.07 SF: 0 `055 AC ~ • ~ S ~ LOT 782 I ~ a0
B5 ZONE1(T MP) - 156,11 SF- 0.004 AC B5 ZONE2 T MP = 1015.16 SF 0.023 AC ~ ~ \ P 1 ( ) PT = 25+29.63 I
1 0 TOWN OF WAKE OREST o m r WAY ~ ~ _ v, 40_g -7946 0 o FLOOD t i ~ ~ e~SnN I ~ ~ h ~ U v ~ ! / J ~ ~ LOT 781 11 fk/s G ?4, ~ h
PT - 21+23:74 tt ~ ~ PIN ~ 19 37 709 ~ ° PC = 5+20.25 LOT 669 PC = 21+15.54 f i o ~ DEED 105 m PC = 5+20.25 / / / / 1 (HR/q~q~G Sr R ~ I ~ I ~ r ` ~ ~ I ~ ~ o
p m J FLOOD PLAIN ~ - . _ ,„s ~ ~ JSILT FENCE f t '\A \\A\ f ~ ~ NN ~ ~ ~ ~ ~ e ~ s e~°N
- - - ~1------------- ,r°~ OUTLET v4ir 1 / cx } ~ ~ ~ ~ ~ E .RETAINING WALL ~ 1-' ~R~Nc 244 ~ i't~ U
\ ~ ~ ~ M-- sN9Q`~CN .~R~"" ~ ~ \ ji ~ I } ,-I . Z Z
LOT 665 _ _ z °
. ° Z. } TP ~ ~ i F - TP ,^-~~TP TP TP a ~ o T ! ° ~ a ~ z ~ :.r,.,- r .1-..~nm+-r ~T Ue77D L LOD L D LO LOD LOD LOD D ®LOD LOD
~ ~ ~ - ~-24+~Q- ~ ®..25+01 / „ tl _ ~ - - ~ - - ®..25+00® D ` ~~l~a,`° r f` ~ / j 3} I~ - ~ ~ / f ~ I- _
~
~ ~ SF - - ' F- P ~ . ~ ~ SF ,F - SF 8 mac- SF 9F - S qF- 3F -~.....-«~'SE F FLO DWAY l'0 s ' a ,,,n°, ai ~ l aa~^' - a• ao U%~ ~ a ~ ~ ~ 0, , A D~ALf?-- 0~3 U07 ~~i ~tk7~ "'D01,""""" luS-""0bT_""~"..-. ~l _SF SF \ `y,` , '~"~.,"'°~a_ - ~ ~ ~ (~0 pUe~lC I t ~ ~ / ~ w W
~ D'~~ / ~ REMOVABLE PiPE~ ~ MOVABLE ~ ~ ~ ~ ® ~ ~ - ~ ,F.,,,~~~~~' 6~-O° ~~~q~R ~ \ \ \ 1~ ~ sus 2 ~ ~ R/ fs) RM Mr / • ~ ~r Q
~ ° ~ ~ ~ ~ ~ ,F~i 'J'` ~ . ' ; / BOLLARD \ PI E BOLLARD "r '®TP°-~
/ P ~v} ~ F ~ ;~M ~ °jbsr °p~ pr~°`~(~~, Cr / ~x / / ^ z IL L
SF r ~ ~ SILT FENCE V ~ ~ ~ ~ ~ ~ . / SF ~ / ~ SILT FENCE OUTLET \ ~ ~ ~ lOp~ ~ SF \ ~ ~ \ ~ ` P t~`°ti \ ~ S~\ SF D' o~ y~ ~ ~ ~ 2'-~4 ~ , ~ ~N ~ I,, W ~ ~ 0 ,01
D ~ F i i ~ uMirs of ~ (TTP) / \ i' ~ ~ ~ ~
-l~~ sF l ~ \ ~ DISTURBANCE ~ 1a+OO ? ~ ~ sF ~ / TTYP. ~ ~ A ~ ZJNE c IMPAL`T;~
sF ~ % ~ ~ ~ ~ V A ~ B5A ZONE 2 = 12'4ti3„SF< 0.0003 AC `'/„ee - ° / ~ ~ I ~ I = 36 = 0.000 AC ~ W / BSA ~CNE L~TEMP) sE
~ ~ _ ~ ~U• ~~Q, FLU SURVEYED TOP OF BANK ~ REMOVABLE PIPE- ~ I~ ~ ~ ~ Z BOLLARD ~C ~
~ TP ~W-~ ~a" r 2 ~ A ~ piJNN GRE \ ~ ~-APPROi(. CENTERLINE OF ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ -~ROwG~K SF ~„~SF ~8+00 pp ~ _
E A STREAM ~ ; ~ - ~ / ~ 1 p~10~ ~ SF _
F ;m ~ ~-APPROX. TOP OF BANK ~ ~ f ~ e ~ ~ F O ~ / ~~NF ~ ~ ~ ~
ACTS. ~ F w7 ~ ~ ~ ' r ~ - - . ~ i ~ ~ ~ \ SF ' I I LL
U.i5°` SF= O.OD? ~ 2~2459.08SF ~ ~ ~ , ~ ~ ~ ~ ~ ' .;03.1 r,F ~ J\~1 ASV 0.52 AC F ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ 00~ SF LLI ~ ni ~Fj~r V ~ ~ A
P = 67.eu SF. ~ ~ ~ AC F ~ ti , ~ ~ F~ow
~ ~ ~ o~~ ~NN C~LEk ?U 10~~ r~ ~ ~ k - - fk
~ - Q Z ~ - - _ _ _ ~s~,`;<~ `ESE I ~ W ~ c o ~
~ I ~ / V~ ~ ~ ~ b ~~ik\~ ~ FLI iw
~ ~ F Ek qC~ ~ro Z `t / ~ ~ \ SPRING BRANCH ~ ~ ~ ~ - - z ~ - - ~ ~
i F ~ ~ . ~ ~ A~ ~ ~ A ? / ~ ~ ~o
\ ~ ~ ~ ~ ~ z o ` Z C _ ~ III
_ o V ~ ~ ~ ~ ~ O ~ m 4 ~ _ ~ ~ ~ ~ ~ NRjNG ~R4~lCH~
~ A ~ ~ ~ u ~ ~ ~ m
~ ~ ~ ~ F \ w J
ti ~ ~ Y
\ ~~~F ~ ~ ~ M ~ ~ \ ro ~
o ~ ~ . ~ ~ A \ \ AiN~oF _ \ ~ ~ °FFO 'aso~keF
N ~ ~ V- o ~ • - ~ ~ ~ \ /~53) 64~ °RF ~ ~~~IIIIIIIIII~I
N \ / ~ o \ ~LOODWAY . ~ m ? ..n... •
I' v / ~ A
~ \V / m V / \
0 - T RTHCAROLINA~ ~ • H CAROLINA \ ~ \ ~ ~ ~ ~
- STATE OF NO _ / - - - - = = - _ _ _ _ PIN ~ 1841 ~62-8697 7466 62-8697 \ \ _ ~ L 1 _ ~ • • • 9-01 \ i •i i
~ V ~F~Od PLAIP! _ DEED 9L 9-Ot ~
~ ~ \
SPECIAL FLOGD \ ~ / ~ < HAZARD HFtA \ ~ ~ \ v ~ti~
~ \ SC ~ OM'l\ \ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN
~ \ ` ` \ OF WAKE FOREST. ~p~z sc/,LE:
m \ + ~ \ ~ i GRAPHIC SCALE
\ 30' 0 30° 80' Engineering Department Date - 41_x' scALE: \ Public Works Department Date - - c~A'v~t>a TRL
~0, 1
~ ~ ~ - - - - - - - - - - - - - - - - - - - CHECKED Br: DMK
\ ~ ( IN FEET) Erosion & Sediment Control Date DATE: 10-26-09
1 inch = 30 ft. Fire Prevention Date PROjECi NO.
N \ O ~ 12082306-A Planning Department Date
p ~ ~ ~ ~ r
~ ~ \ ~ ~ ISSUED FOR CONSTRUCTION City of Raleigh Public Utilities Department Date C-1.6
p ~ ~ O \ \ 9 of SHEET 12
W D

n w
v z v vm o am 0 s ~ x o~ GENE A OSION N SEDIMENT CONTR. CON ION Q
H' Q 4
xN o z~= x~ 0 8' MAX. WITH WIRE ¢ PRE-CONSTRUCTION PHASE Ha~~ 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
~o°~o w JoN~ ~o°~o (6 MAX. WITHOUT WIRE} Hz-IxD O(]faxZ HZ~xD of oo~=z SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN 1. MANDATORY PRE-CONSTRUCTION MEETING ON SITE WITH NCDENR
tr x~DDm Fv¢wx x~Dym w~ 0 WaQ~= ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE. NORTH INSPECTOR. PHONE; {919)791-4200
- x~oo Hx~z~ - xNOO MIDDLE AND VERTICAL WIRES z~o~"n N~wo~ Z~oHm SHALL BE 121/2 GAUGE MIN. Ni QoxoH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
nx~z o00¢ nx~Z i . DyD z >x •DDD i ~ 2. NOTIFY NCDENR REGIONAL OFFICE 48 HOURS PRIOR TO BEGINNING o~~°~ 2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE ooN¢ LAND DISTURBANCE ACTIVITY.
z H ~ PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
V aQ N~ V z° ~ ~ o z ~ TOP AND BOTTOM STRAND ao DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 3. CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF
SHALL BE 10 GAUGE MIN. 3. ALL EROSION AND SEDIMENT CONTROL MEASURE5 ARE TO BE PLACED PRIOR TO PERIMETER CONTROLS (E. G. SILT FENCE AND CONSTRUCTION ENTRANCE). INSTALL BRIDGE MAT CROSSINGS AT THE TWO LOCATIONS
CLEARING AND/OR LAND DISTURBANCE. {NDICATED ON THE PLANS. CARE SHOULD BE TAKEN TO ONLY
- - _f~-m- - _ ~ _ - - - - -iii - - - ~ T = _ _ ~ 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL DISTURB THAT NECESSARY TO INSTALL THE BRIDGE MATS.
BE MAINTAINED ON THE SITE AT ALL 11MES. 4. INSTALLATION OF PERIMETER CONTROLS (E.G. SILT FENCE, SILT FENCE
m COMPACTED SOIL ¢ m 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER TWAN INDICATED OUTLETS AND CONSTRUCTION ENTRANCE). CONTRACTOR WILL UTILIZE
~ ~ ? 2' MINIMUM o z ~ WIRE FILTER FABRIC o ¢ ON THESE PLANS {INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE THE CONSTRUCTION ENTRANCE AS INDICATED ON PLANS TO INSTALL o W PERIMETER CONTROLS. SITE ACCESS WILL BE OBTAINED THROUGH THE ~ ~ AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT CONSTRUCTION ENTRANCE ANO TEMPORARY BRIDGE MAT CROSSINGS ~
mH o0 3H c7 Z A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO FOR THE REMAINDER OF THE SITE. Z
3o z~ ~o z ~s ~ FLOW NN Os H Z W NCDENR REGIONAL OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES ~
Oo 1-6 ~ Q~ ~m Q D MINIMUM x ~ D ~ NOTES x ~ W REQUIRED ANO SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. 5. INSTALLATION OF REMAINING SEDIMENT AND EROSION CONTROLS (E.G. (n THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE CLEAR WATER DIVERSION AND CHECK DAM .
~z oN ~z o v o ~ ~ v USE WIRE A MINIMUM OF 32 FILTER FABRIC o J AMENDED PERMIT. ) ~ z_
~ Q N ~ IN WIDTH AND WITH AMINIMUM Q ¢ y 6. INSTALLATION OF EROSION CONTROL MEASURES AROUND BRIDGE ~ z 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION ~
O v o ~ v OF 6 LINE WIRES WITH 12 STAY o N z ~ COMPACTED FILL z o } CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS ABUTMENTS. n n
~ ~ 6' TYPICAL ~ Q ~ ~ SPACING. ¢ R1 y w pC y USE FILTER FABRIC A MINIMUM ~ Q OG DETERMINED BY EITHER NCDENR OR THE ENGINEER. (NO SEPARATE PAYMENT). ~ ~ 7. INFORM INSPECTOR OF INSTALLATION OF NECESSARY EROSION W w °
~ OaC CONTROL MEASURES AND SET UP AN INSPECTOR FOR COMPLIANCE ° ~ w s 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ~ r cr
N H s ~ ~ N OF 36 IN WIDTH AND FASTEN - _ - - _ _ s N z ~ ~ RI z .ADEQUATELY TO THE WIRE AS - - ~ - - - - w w d ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL WITH STANDARDS. ~ ~ ~ ~ ~ ~ ~ ~ ~ FINAL STABILIZATION 15 ACHIEVED. ~ ~ ~
p o ~ W z o DIRECTED BY THE ENGINEER. - ~ _ _ = J z c7 r m m PROVIDE 5`-0" STEEL POST OF THE B ~ ~ _ _ _ c0 ~ W GRADING OPERATION PHASE z ° o ~
R E TI NAL VIEW w z SELF-FASTENER ANGLE STEEL TYPE. ~ z I w Ci ~SS S C w 8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE z " ~ s c~ 8. BEGIN CLEARING ANO GRUBBING OF SITE SEDIMENT AND EROSION c ~ t.,
ANGLE STEEL TYPE. ~ ' 4„ ~ 'STEEL POST - 2'-0" DEPTH SODDED OR SEEDED RS INDICATED AND STABILIZED. ( o a a n "DEPTH CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE a
I 9. DURING OEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED INSTALLED). U °w o p a~ v; ~
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. ~ 9. BEGIN LIMITED GRADING OPERATIONS. -
EXTENSION OF FABRIC AND 10.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND ~ ~
SHEET 1 1 SHEET 1 OF 1 sHEET ~ of 1 WIRE INTO TRENCH SHEE AFTER EACH RUNOFF-PRODUCING .EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO 10. MODIFY EROSION CONTROL MEASURES AS NECESSARY DURING GRADING ~ ~ ` ° SHEET 1 OF 1 MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE OPERATIONS TO ENSURE SEDIMENT DEPOSTION IS MINIMAL.
1630.05 1630.05 1605.01 16 1605.01 IMMEDIATELY. ~
v z v v"' o vm 11. DILIGENTLY MAINTAIN EROSION CONTROL DEVICES DURING GRADING 0 0 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR OPERATIONS.
rn 1/4" WIRE MESH HQ F> ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS ~
x,.., z 0''~ . ¢¢3 pH z D,~.,o~N H~~U DHTyN i DIRECTED BY THE ENGINEER. {NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS 12. AS AREAS ARE BROUGHT TO FINISHED GRADE, THEY SHALL BE ~ zxxv REQUIRED. SEEDED, MULCHED, ANCHORED AND FERTILIZED AS SOON AS POSSIBLE.
mz o. ~ " ooo=z mZ La.. H ~ D (n H ~ D Of v_~aNZ
Doan-H Q'.': wxzw - ooaon-~ ~ x-~DAm o:o o.~" "o. o:~..:'"" o . x x-nDDm w. °~z 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL PROJECT COMPLETION PHASE
zx Q: Q 0 I-c~~oo z~ I-f xfnoo 0 0. o "o o" o 0'. ~x~z~ - x~p° 3 ft ¢ z -o -n o w z N v r -n Iw-c¢i¢ox CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS ¢ x N 13. CONTACT INSPECTOR FOR INSPECTION OF COMPLETE CONSTRUCTION. Hx~zW INTO NON-PAVED AREA. (NO SEPARATE PAYMENT). ~
• ~jO~H o. p N¢w~~ ooH N °x~D ~ G~ ~ oowQ os~z f Nxo~¢ 14. UPON INSPECTION AND APPROVAL, REMOVE ONLY THOSE EROSION ~
' DD A o c~ . A Y Y z ,H 'DDD V P. ' ~ F- H -H V ~ . z Hx 13. WHEN CROSSING CREEK OR DRAINAGE-WAY, THE CONTRACTOR SHALL RIP-RAP WITH ro CONTROL DEVICES AS INSTRUCTED BY THE INSPECTOR. s~ FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL ~ N
~'o ~ O' Q .a o ao °o VARIABLE ~ o o n.o CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE 15. STABILIZE THE REMAINDER OF THE SITE, N
z ~ o, c?":: ~ ~ v z Doi DIMENSIONi* 1~ ' O. p". h h o STABILIZED IMMEDIATELY, a q
~ ~ GENERAL NOTES: SEDIMENT CONTROL STONE " ~ o . 1/4" WIRE MESH TROL STONE 16, REQUEST FINAL INSPECTION FROM INSPECTOR. ~ ~ U ~
O" o .o ~ ~ USE N0. 5 OR N0. 57 STONE FOR SEDIMENT 2 ft ~ c~ c ~ :p V CONTROL. 1 ft min 17, UPON APPROVAL, REMOVE ALL REMAINING EROSION CONTROL DEUICES,
CY God ~ 1/4" WIRE MESH ~ -0 J ~ SEEDING AS NECESSARY UPON THIS APPROVAL. 0 ~ ~
~ ~ o. ~ p. W m USE HARDWARE CLOTH 24 GAUGE WIRE MESH " ~o'O.'0'. ~a'O.'0'. ~a O.'0'. d n WITH 1/ INCH MESH OPENINGS. ' ~ '
zz ~ o z o' U:~ o ~
r o ~ Q, SEE NOTE FOR POST DESCRIPTION w ~ ~ ~ INSTALL 5 FT. SELF FASTENER ANGLE STEEL w r MAXIMUM POST SPACING 4 FT. p r POST 2 FT. DEEP MINIMUM. m c"n ~ z a c~n
c~ ~ s D.'~' N Q m 2 SPACE POST A MAXIMUM OF 3 FT. N i z ~ 0 ~ ~d ~ ~ Z ~
No ~ * ~'F- ON ~~o
m~ 2 2 s N~ 1 ~ z 12" o F. 3 z /4 WIRE MESH ~ ~ ~ Q • a N
~ ~ 2' NOOSE N0. 5 OR N0. 57 STONE 2' ~ Z m ~ SEDIMENT CONTROL STONE p 3 D .FLOW-. fL W Z D fY ~ ~ ~ c~C Q1 N ~ ~ ~ ~ 0 O 01 ~0
m x FOR SEDIMENT CONTROL. FLOW Q ao Z v ~ ~ USE 24 GAUGE MINIMUM WIRE ~ O ~ v 1 ft min o N zll ¢ Z ~ ~ \p ~ ~ 0 W V N
-"I v SEDIMENT - ' ~ 6"~ 1/q" MESH HARDWARE CLOTH WITH SEDIMENT ~ ~ 6" z p o Q 1 7~ CDNTROL STONE 2 WIRE MESH ~ INCH MESH OPENINGS. CONTROL STONE H W G x WATER FLOW ~ o~ ~ I Oa' D~~amox
~ D 1'-6" PLACE TOP OF WIRE MESH 1'-6" N N Z D o~ o~ N ~ ~ * AMINIMUM OF ONE FDOT BELOW * _ '-I ~ ° ° ~O _ i N ~ SEEDING ~ ~ W Z ~ ~
D ~ THE SHOULDER OR ANY N F' ~ ~ _ _ _ - ~ i ~ DIVERSION POINT. ~ W O -~~I ~~I ~~II_I~~~~~_~I~ ~
INSTALL WIRE MESH UNDER AVERAGE BOX f:'3 J r ~ ~ f.7 N N SEEDBED PREPARATION: M ~ ~ ~ H ~ J 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 1HREE INGiES DEEP OVER-ADVERSE SOIL CONDITIONS, IF AVAILABLE. U ~ ~ ~ ~ ~
~ p AVERAGE BOX SEDIMENT CONTROL STONE. z Z p STEEL POST - 2 ft DEPTH Z -C x DIMENSION VARIABLE USE 5 STEEL POST, INSTALLED DIMENSION VARIABLE w N ~ x ~ w - Z Q 2. RIP THE ENTIRE AREA TO SIX INCHES DEEP. ~ W ~ ~ pi w W N 3. REMOVE ALL LOOSE ROCK, RDOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ,
~ FILTERED 1.5' DEEP MINIMUM AND FILTERED R1 1/ WIRE MESH ~ m WATER OF THE SELF-FASTENER WATER ~L z 2 ft V 4. APPLY AGRICULNRAL UME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE MIXNRE), _ ~ w ~ 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. "
SECTION A-A ANGLE STEEL TYPE. SECTION Y-Y ~ m ~ SPACE POST A MAXIMUM ~ i 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. ~ Z N 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~
` OF 4 . 8. INSPECT ALL CEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS VNTHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60R DAMAGED, REESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ~ . ~ w ~ ~ v
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW MIXNRE ~ . ~ ~ ~ 0 h
SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 SHEE SHEET 1 of 1 AGRICULNRAL LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) ~ ~ + ~ ~ O
1632.03 (632.03 1606.01 16 1 GOG ¦ O 1 FERTILIZER 1,000 LBS/ACRE - 10-10-10
v z m pN SUPERPHOSPHATE 500 LBS/ACRE - 20R ANALYSIS MULCH 2 TONS/ACRE -SMALL GRAIN STRAW
~ ~ TEMP. STONE } ANCHOR ASPHALT EMULSION AT 300 GALS/ACRE U
H • z DITCH CHECK ¢ Q ~ NOTES: yHo~ EN1; z~~U 100. SEEDING SCHEDULE Z
moT'H~'i sN`~D PP~EM w~°~Z BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO :NCE UP TO (n
Hz~ ~ oaQc°s SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED. w zwx 'D' FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
?~zDm woo ~xo NOTES. ¢ H 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE Ml ;H THAT THE MUD Q9IE. IYPE PLANTING RATE ~ O O
zHoO°'~ aw IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE ~ H i ~ ~~yHJ vxsz USE CLASS B EROSION CONTROL STONE FOR o ¢ ' ' ' " STONE, THEN THE TIRES OF THE VEHICLES MUST BE WAS _ING OVER THE Auc 15 -Nov 1 TALL FESCUE 300 LBS/ACRE \ LL.
~ ~ D ~ o EDGE OF PAVEMENT STRUCTURAL STONE . z , ~ °C y 2 -3" STONE TO BE USED'•~,'~.; 20 OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD, S MUST BE WASHED Nov 1 -MAR 1 TALL FESCUE k ABRUZZI RYE 300 LBS/ACRE / Y
~ ~ ~ H- H EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET ~'o c ° ~~~a "c~~e~ THE ENGINEER MAY DIRECT THE OPTION OF o W ° ROADWAY •~°.;'BALLAST) . WHICHEVER IS , MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE
• • • 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD z fn ~ ~SgV CLASS "A" STONE FOR SITES HAVING LESS THAN ~ ° ' ' " ' ' GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE 0 PREVENT MUD OR APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE z ~ ~ 1 SITE. ENTRANCE z Lt. Z
STRUCTURAL STONE ONE (1) ACRE DRAINAGE AREA AND A DITCH , BACK GRADE LESS THAN 3~. WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN IMENT-LADEN W n ~ O
sLOPE STONE AND REPLACEMENT WITH FRESH STONE. TONE. JUL 1- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); I"" Z O MILLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MILLET); ' ' I ,J
m USE N0. 5 OR NO. 57 STONE FOR SEDIMENT DO 3 -p CONTROL. PLACE SEDIMENT CONTROL STONE W HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) W U ~ > V
O ISOMETRIC VIEW AS DIRECTED BY THE ENGINEER. d W
7D m fr } off ~Z~ Z FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1): ~ n O O O
~ H 1' MIN. -NATURAL GROUND ~ PLAN VIEW Q9IE T(PE PLANTING RATE
~ Zv MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA); L.L r V ~ AND USE THE FOLLOWING ~ n ~ 0
O= o 00 3= ~ ~ ~ ¢ COMBINATIONS: L.L..
7Cy rrv z ° H MAR 1 -APR 15 ADD TALL FESCUE 120 LBS/ACRE
MAR 1 -JUN 30 OR ADD HULLED COMMON 25 LBS/ACRE W ~ W
M D x ~ r o CROSS SECT20N o N 85' 15' BERMUDAGRASS I
~ v VEE DITCH Q EXISTING ROADWAY JUN 1 -SEPT 1 TALL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE); MILLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET);
n s ~ ~ _ ~ BASE OF DITCH N ~ • HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
R1 H ~ NATURAL GROUND 12° 12" MIN. _ ~ . ~ 1 MIN. SEDIMENT iNi 6" MIN, " ~ . J_ SEPT 1 -MAR 1 SERICEA LESPEDEZA (UNHULLED 70 LBS/ACRE (SERIECEA LESPEDEZA); Q
~ TRAP " ~ . -N ------a t7 ~ - UNSCARIflED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE)
~ o 0o z . / / ~ ap FLOW-- w ~ NOV 1 -MAR 1 AND ABRUZZI RYE 25 LBS/ACRE ~ I'~I
~ O THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER S®ING RATE COMBINATIONS ARE ~ W
m OPTIONAL TYPE ~ 4'-s" o- FABRIC UNDER STONE POSSIBLE, ~ ? Q
CROSS SECTION SILT BASIN ~ 1 12" THICK SEDIMENT W ~ CONTROL STONE ~ 1EMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY Q Q COVER TO GROW OVER 12" IN HEIGHT BEFORE MOVWNG, OTHERWISE FESCUE MAY BE SHADED OUT. U
TRAPEZOIDAL DITCH CROSS SECTION ELEVATION VIEW W
N SHEET tOF 1 SHEET 1 OF 1
0 ° 1633.02 1633.02 Q
N O W
N W O m ,,~~p~mugp~
~D STANDARD CONSTRUCTION ENTRANCE
v F m ~.Q~Q~E ~~N9li' L'.
0 W
y SEAL
W 7 7466
97 • • 09'FNG ~ NE`~~•
(7
!r X ~D Q W
A m m THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN
m m OF WAKE FOREST, Harz scA~E:
v Engineering Department Date vEfaT scn~E:
r v DRAWN BY: TRL
0 c Public Works Department Date
a CHECKED BY: DMK Erosion & Sediment Control Date - DATE..: 10-26-09
N N Fire Prevention Date PROJECT No.
W N O 12082306-A
O A Planning Department Date SHEET NO.
N V C-2.0 ISSUED FOR CONSTRUCTION City of Raleigh Public Utilities Department Date
W SHEET 10 OF 12

0 w
5 OAK 8" X 8" 'S BOLTED TOGETHER WITH ° ~ ~ ~ c~ n o n 1" BOLTS AND CABLE SLING AT EACH END ~

~r~
W~~'~ , ~ Water STEEL DOME TOP WELDED TO ~tl}~~1Ol`t~'4~ DIVerSIOr~ ~ TOP OF BOLLARD
sU~j~~l't~c1 ~iverso
~ Brld emat ' ~ ~ __t 10 ~ k M ~~ti , J ~ ~ 6' LONG 4" DIA. STEEL
NOTES: _ PIPE BOLLARD EYE BOLT ON BACK & FRONT OF BOLLARD
4 X 3 TOE RAIL LAP JOINT TO 4 X 1 p 1 4" I NED FOR AN ~ll'~~1111 ~3~lllji,
4 POST / 1, THIS BOARDWALK HAS BEEN DESG ~ll'~~1111 13atlk ~ ~~re WHERE 2 2 X 6 DECKING 4 X 6 POST EVENLY DISTRIBUTED LIVE LOAD OF 85 POUNDS PER NOTE: USE LOCKING EYE WELDED TO
OF TOE RAIL MEET AT POST JOIST HANGER TO BE SQUARE FOOT AS REQUIRED BY ASSHTO GUIDE PIECES PIPE BOLLARD
APPROVED BY THE SPECIFICATIONS FOR PEDESTRIAN BRIDGES, 1997 C tC~ctC~1 CN't7SSltll TION OR A CONCENTRATED LIVE LOAD OF 1,000 BrfdgeCrtat f0 S , ENGINEER (TYP.) EDI ~Ilt1 CCOSSIng LOCKING EYE, WELDED TO GROUND INSERT
8" POUNDS AT MID-SPAN. HOLE TO 2. SMALL MEMBERS SHALL HAVE PRE-DRILLED 5" DIA. GROUND INSERT, 3 FINISHED GRADE
® PREVENT SPLITTING DURING CONSTRUCTION. 2 X 6 NOTES: FT. LENGTH 4
• ® ® ® DECKING TO BE ATTACHED TO EACH JOISTS USING IS 20'> TRAIL PAVING
® ® ® 2-4" GALVANIZED SCREWS AT EACH JOIST, TWO 1. THE STANDARD LENGTH FOR A BRIDGEMAT IS 20'> • SCREWS PER DECK BOARD PER JOIST HOWEVER CROSSING LENGTH MAY VARY DUE TO SI JE TO SITE - (n
30" MAX 3. ALL HARDWARE SHALL BE RATED TO WORK WITH CONSTRAINTS. 6" MIN. TREATED LUMBER USED IN THIS APPLICATION. 2. DURING PLACEMENT, KEEP MATERIALS AND VEHICLES :'~"W ~x~~ v~ 0 i VEHICLES v~ ~~44 ° P~~4 - ~ "~0~ 4~~~,
3 - 3/4" GALV. THRU BOL SUBMIT CATALOG SHEETS OF ALL HARDWARE AND OUT OF THE STREAM CHANNEL.
3. MANAGE SURFACE RUNOFF ROADS, TRAILS GALVANIZED ANGLE TO BE 2 X 12 BEAM ON W/ WASHERS AND NUTS (TY LUMBER TO BE USED FOR REVIEW AND APPROVAL. APPROVED BY THE EACH SIDE OF POST 4, TREATED TIMBER AND LUMBER SHALL BE USED AND AND f=~~'' ==~1 ~ ~ ~ ~ f-- 1TER ~
CROSSING APPROACHES BY INSTALLING WA ENGINEER (TYP.) ~ SHALL BE IN ACCORDANCE WITH 2006 NCDOT DIVERSIONS (DIPS) ON BOTH SIDES OF THE BRIDGE. 1E BRIDGE. W W W
STANDARD SPECIFICATIONS, SECTION 1082 AND SHALL 4. DIVERT RUNOFF INTO UNDISTURBED FOREST FLOOR iT FLOOR 2 -8 ~ ~ ~ REMOVABLE BOLLARD: ~ ~n
I I I I ~ ~ BE SOUTHERN YELLOW PINE, GRADE 2 OR BETTER. AREAS RATHER THAN ALLOWING IT TO EMPTY ALL TIMBER IN CONTACT WITH THE GROUND SHALL DIRECTLY INTO THE STREAM CHANNEL. ALIGN POST & SLEEVE SO EYES ARE ~ U
/ I I 'a,. ~t ~ BE RATED FOR GROUND CONTACT. 5. STABILIZE BARE SOIL AREAS WITH SEED, MULCH, Y MULCH, LOCATED AT BACK AND FRONT OF W o ~ ~ o-
-a_ I I ® I 5. ALL DECKING SHALL BE INSTALLED WITH CROWN UP. BRANCHES AND TREE TOPS OR WITH OTHER 6. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY SUITABLE MATERIALS WHEN MATS ARE INSTALLED AND =R POST, NOT STICKING OUT INTO TRAVEL _ ~ TALLED AND WAY' ~ 7 W
I I 3' - 6" I I THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS REMOVED, 1/2" DIA. REBAR X 16" LONG I I 16'x16" CONCRETE n n
2 PER POST AT LOCATIONS I I DRAWING SHALL BE BROUGHT TO THE ATTENTION OF FOOTING 3000 PSI ® a` 'a' °n ~ z z ~ 28 DAYS 6" TYP. 6" ~ ~ ~ ~
SHOWN THE ENGINEER BEFORE PROCEEDING. o a a a a n n
8" X 8" POST ENCASED IN LY ~ lii (aJ W
o a a sr'.o o a ~°Q°cr°o oga~~ E TR OTING n Q cs o ~ R FO ~ ~ RA RTETE c ~ P NC EM ' . CO T IA R 24 D T F A M E ID BR CRY STREAM CROSSING v ~ ~ N 6" #57 STONE ° ~ ~ ~
3000 PSI ° ° EXTEND CONCRETE A MINIMUM CONCRETE BRICK ~
OF 3" ABOVE GRADE, MAINTAIN AT POST BASE
POSITIVE DRAINAGE AWAY FROM „ POST MIN. 6 #57 STONE FILL REMOVABLE BOLLARD ~ ~ ~ n G;,;~ p h NTS
U h
N TI E K AL W RD A B
NTS 3 ft CONSOLIDATION ZONE -COMPACTION ZONE -
SEGMENTAL (TO BACK OF CUT)
CONCRETE BLOCK WALL BATTER ~ bA
FROM VERTICAL ~
FINISHED GRADE ~ O R BACKSLOPE ~ ~ N
ANGLE, i 0~ s o y
A
4 X 4 POSTS OPTIONAL Y W ~ v H
SEGMENTAL \ U = ~ CONCRETE 0 G
BLOCK CAPSTONE ~
2 X 10 STRINGER 3'-0" U . v
' ~ WELL-GRADED GRANULAR WALL ~ cd
' ROCK 0.25 in T01.5 in \ ~ ~ • ' LESS THAN 10% FINES ~ ~ Z „ri
5'-0'~ • a~'' / RETAINED SOIL ~ ~ a O
REMOVABLE 2 X 12 BOLLARDS-SEE IMPERMEABLE FILL TO ~ « ° ° 0 • N ~
BOLLARD DETAIL-THIS ~ 2 X 12 SHEET = ~ MINIMUM THICKNESS OF • . ~ ~ ~ ~ N ~
= bin •d~° 12 in \ ~ ~CG~~~
uwi w • 0 a s, ^ ~ W . ~ 0 0 _ EXTENDED LENGTH MAY
Oz 2 X 10 JOISTS ~ 16" O.C. X ~ J ~ ' COMPACTED SOIL j ~ • W Z ~ ~ BE REQUIRED DUE TO V~ m r.
2 X 12 wQ Q SEGMENTAL a ~ ° ° SITE OR SEISMIC CONDITIONS ~ ~ ~ ~ ~ ~ CONCRETE BLOCK • " ~ ~ \ ~ ~ ~ ~ ~
UNIT ~ ~ ' 0 0 0 U q ~ ~ ~ td 1~
2 X 12 ASPHALT PATH FINISHED GRADE ' 4••~ 0 0 0 ~ W ~ ~ Gti W ~
3'-D" ' ' , o / GEOGRID REINFORCEMENT TYPE AND ~ ~ • a' ~
e, y ' LENGTH VARIES PER WALL DESIGN ~ +t ~ ~ \ r
5'-0" ~ ~ ~ Q • ~ ~ GEOGRID LENGTH ~
of
• ~ 4 in HEEL DRAIN PIPE a a " , d z 0
2- 2 X 1 2 oa®oa~~aa~aa~o~r:°raaomo~'o°~a°~o°~o°o~a`apb ~ncr°~a~a~o°~o ~ • VENTED TO DAYLIGHT
®END OF RAMP
2 X 10 STRINGER . ? Z / j o 0 4 in TOE DRAIN /
\ / / PIPE VENTED TO DAYLIGHT \ ~

w A ` _ ~ / 12 in (MIN) ~ ~ Q
2 - 1 2'~ X 7" LAG BOLTS z / W
W/ WASHERS (TYP.) Z Z
4 - 3/4" GALVANIZED THRU 2 X 12 FASCIA w m ~ z r~ ~ ~
BOLTS W/ WASHERS AND NUTS m ~ " Q
(TYP.) w W W~Qo
TYPICAL RETAINING WALL SECTION W V ~ ~ 0
NTS ~W~Q m
Z ~ Q
N P K AL W D R A B THAN 3:1 TYP, ~ O 0 SIDE SLOPES SHALL BE LESS
NTS UNLESS OTHERWISE INDICATED ON GRADING ~ ~ ~ Q
PLANS. CUT AND FILL SLOPES SHALL TIE INTO LL. EXISTING SLOPES TO CREATE AN EVEN': ~ ~ ~ J
TRANSITION,
2' 2
SIDE SLOPES SHALL BE LESS THAN 3:1 TYP. SHOULDER SHOULDER ~ ~ n/ 6
UNLESS OTHERWISE INDICATED ON GRADING
PLANS. CUT AND FILL SLOPES SHALL TIE INTO EXISTING SLOPES TO CREATE AN EVEN 2" BITUMINOUS r ,
TRANSITION. CONCRETE I-2 v u O 1 2, 2% MAX. CROSS SLOPE SURFACE COURSE
2' 2 SHOULDER z U J
SHOULDER SHOULD 2 x 6 DECKING BEHIND FASCIA 1 - 1 2" GALV, THRU BOLTS 10 l 9 1 0 a t} t7 CP tJ 0 `J a ''7 ~ a~a°aaaa°ao~a~a°aa°an°ac„atiw oz ~at~a~~°oao ooaaait a° ?a, }
II / 3" CHAMFER AT
II W/ WASHERS AND NUTS EACH END R TYP 2" BITUMINOUS 2 X 12 FASCIA EXPOSURE ON EXTERIO ( ) CONCRETE 12 DUS Z I-2 CLEAN BACKFILL
I I 2 x 6 DECKING BEHIND FASCIA 2% MAX. CROSS SLOPE SURFACE COURSE OURSE GEOTEXTILE FABRIC ~
4 TYP. 2" ASPHALT PATH SEE ( 6" AGGREGATE (SEED OR MULCH PER SPEC) Q ~ W 1' COMPACTED SUBGRADE BASE COURSE W
GREENWAYPLANSFOR c,act~a~sa~c~o~ac~anna~~~~ra~a°~ o~a~e~~a~yc~~~a~,n~~~a~o~q~fl~,o~e~°~,ma°a°a°o cr°a°~ra~~~°?~ca~c a°aa~~~o°aa~c ~ ABC EXTENSION Y
® ® PAVEMENT DETAILS) • Q
CLEAN BACKFILL
3 ® a°ae GEOTEXTILE FABRIC (SEED OR MULCH PER SPEC) 6" AGGREGATE NOTES: p~
° ° ° ~ ® • ® 6" ABC STONE 1' COMPACTED SUBGRADE BASE COUR BASE COURSE 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE. ,,~~puu~q~~h~
a ® ® ~ ABC EXTENSION N pe 2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY ~~~,,~'``,~C"TO`~,i~~,
~ 2 - 1 2" GALV. THRU BOLTS 2x12 a®°;°`~ / CONSTRUCTION. `~~~~~~~F`LSS~0~9<: •I,:
iD #57 WASHED STONE ~ W/ WASHERS AND NUTS SEAL
EXPOSURE ON INTERIOR (TYP.)
T 4 - 3 4" GALV. THRU BOLTS NOTES: I N OF SLOE o / 2x10 1, CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTO µ W/ WASHERS AND NUT ECTION OF SLOPE. c 7466 e .S DISTURBED BY 6' GREENWAYTRAIL X-SECTION BID ALTERNATE '•.,,oq•FNCiNE~~•'~
2, CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED B c~ EXPOSURE ON INTERIOR (TYP.) CONSTRUCTION.
m NTS ~ ~/ID ~ ,~Q • ~ 1~ a ,~~~hnu ~'V
U
~'m~ ~ THESE PLANS 'HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN
- TI IL R E ;TION OF WAKE FOREST. HO~Z sc~,~E vER ~ scn~E:
m c, NTS Engineering Department Date
m oRati4~n a~: TRL Public Works Department Date
CHECKED 6Y: FMK
o CONTRACTOR WILL PRUVIUL LUG MAI IN wt UR Erosion & Sediment Control Date GATE: 10-26-09
SOFT AREAS DURING GREENWAY CONSTRUCTION. ACTIVITIES ARE ALLOWED IN 404 ELEVATION ND DISTURBING ~A BOARDWALK
JURISTICTIONAL WETLANDS. WETLANDS ARE Fire Prevention Date FHO E` r NO. 12082306-A
$ NTS INDICATED ON PLANS. Plan-ning Department Date SHEET NO.
N N A e C-2,1
N O ISSUED FOR CONSTf~UCTION city of Raleigh Public Utilities Department Date 7 cE T 11 OF 12
O Co A
A W V
D

0
BRIDGE SCHEDULE e x x x x
TYPICAL ABUTMENT/WINGWALL ARRANGEMENT ~ ra n n r. STA. HEIGHT ROCK ELEV. `i
SNOWN, FINAL LAYOUT TO BE VERIFIED BASED 2'-3"
ON LOADINGS FROM BRIDGE MANUFACTURER 60+75 H=12.5' 247.4
1'-3" 1'-0" 38+44 H=10' 233.3 32+97 H=11' 223.8
r ANCHOR 12+19 H=8.5' 215.4
HANDRAIL-SEE 41L-SEE ~ : ° ~ BOLTS, TYP
DETAIL THIS SHEET .SHEET
A C \ I / #5 BARS @ 12" OC
28, \ . , ~ ?6,
x°. \ - s. ~ ~ / ~ •
~ ~ ~ ~ ~
~ ~ ~ ~ / / / ~ • • #5 BARS @ 12" OC
REFERENCE POINT ~ 72' 2° / " / #5 BARS @ 12" OC
REFERENCE POINT
~ 0 REFERENCE POINT T REFERENCE POINT w #5 BARS @ 12" OC ~
~ r, m„ ~ o o ~
G ~ m~ J O o • • ~ m ~ w 3,
_ 10' 4 GREENWAY - _ 10'
GREENWAY GREENWAY 10' _ _ ~ GREENWAY - " 1 ~ #5 BARS @ 12" W W W - - 0 • • EA. FACE
G~EEf~- , o d { GREENWAY ~ ~ ~ ~ I O O U U ~
0 ~ ~ ~ 3 s ~ p~ 2 6.. 6.. z ~ > a
HANDRAIL-SEE PRE-ENGINEERED I= • • a r_ ~
ETAIL THIS SHEET BRIDGE SECTION 1y" x 3y" KEYWAY , ~ w ~ z ~ ~
PRE-ENGINEERED HANDRAIL-SEE DETAIL, BRIDGE SECTION 18"MIN. EMBED. ~ z z W
- - - - - ~ ~ 1 THIS SHEET - 1 HANDRAIL-SEE • • o z ~ m \ U
~ ~h / ~ DETAIL THIS SHEET 1 (zJ ~ ~ W ~
L- 's, #4 BARS @ 12" OC ~ o ~ ~ ~ \ 3"CLR ~ ~n s cn
21' ~ ~ (4)-#5 BARS ~ \ ~ • • • •
' ~ m ~ r
~ ti~ ' o n
N (V N
/ i I PLAN TMENT
AB T A PLAN TMEN AB l #57 WASHED STONE
NTS NTS 7'-D" i.:.i ~ c~ m

I .
ABUTMENT FOUNDATION SECTION
/ ~ NTS Q+ ~ N

~ HAN RAI - E DETAIL D LSE q. \ ~ Nry THIS SHEET ~ ~ ~ 1°' a U]
C~ U ~ H
A~ I V1 i.n . / 0
/ / / HANDRAIL-SEE DETAIL, THIS SHEET ~ U ~
/ ~ ~ U • U
/ /
' 72 2 FRN PI RE E E CE 0 NT REFERENCE POINT REFERENCE POINT ~ ~ b
o z ~~,ao
REFERENCE POINT G- ~ ~ • .r p, ~ „
~ i ~ ~ 'l w ~ ~ c' ~a a, c~v ~ o ~ o
, 10 ~ GREENWAY - - ~ ~p ~ N 0 _ 10' Cd ~ ~ c•1 ~ ~
' 4. GREENWAY GREENWAY 10' _ ~ _ ~ _ 10' GREENWAY ~U p~ N ~ ri o
- { GREENWAY GREENWAY x r, ~ a ~ ~ ' w°Urn~ 3 z „
I I a a ~ rn..
a k ; U ~o ~ o ~
~ ~ HANDRAIL-SEE PRE-ENGINEERED BRIDGE SECTION ~w~rxaw~
PRE-ENGINEERED DETAIL THIS SHEET
J ~ ~ .~a BRIDGE SECTION #5 BARS @ 12" OC z \ • 'v r ~ °x
HANDRAIL-SEE ~ ~ 'r, DETAIL THIS SHEET ~ ~ /p
~ ~ \
J ~ \ ~ #5 BARS @ 12" OC ~ ~ ~
~ . ~ \ ,~0 ~ ttt
a' /
\ ` /
\ / v V ~ • z
I w ~
NT D PLAN AB THE T B PLAN B TMEN A
NTS NTS
\ Q ~ _ #5 BARS @ 12" ~ ~ J \ • EA. FACE W Q
Q
18"MIN. EMBED. ~ ~ Q ~
7'-0" WV~~ Q
6°-0" MAX. ~W~
4'-0° 2'-3" 9" 3 CLR #4 BARS @ 12" OC ~ z 0 L Z
N • • • • (4)-#5 BARS ~O// O
I ~ ~ L.I. ~ W
~
~ ~
N (V _I ~ BRIDGE ABUTMENT WQ] ~ DGE ABUTMENT W ~ ~ M
#57 WASHED STONE LLI
3~_3• L.L LL (f ~ Q
N UQz
I i i ~
FINISH GRADE 3000 PSI CONCRETE Z
1'-4" ,.:b.~. • • • • • 57 W WINGWALL FOUNDATION SECTION Z ~ Q
# x #57 WASHED STONE ~ Z NTS
F - - W
~ J aaaaaaaa ao°a°a°cs°cr a a°a°a°a°©°o°oaa°a° ~°aa°aa~o~ca~a 4~~ aaao aaoacsaaaaooaaaoa a fl t7 6 C, A f5 a a 0 0 t4 a a a 0 a D 6 a .:7 6 a a 6 O Q
~'.I... 1 o°aao°aao°c+~ aaQaaflaCsa{}QC~Ga{SaCJaapaaaa0aaaaa ; aaa~~aa4 ~ afi L1 Q q 6 C7 a a o a U a a a C7 a p a t1 a 9 C Q 0 t7 0 ~ ~ 4 ©aaa©a aaaoanaaaaaaooa ~aao W Y
I N N Q
O
N O r~
- W yam, 3' 0" ,~~~punnpq~ ~
~t D ~.t~ , g 12" DIA DRILLED I DIA DRILLED PIER •~,,,,~~~FESSIOC/~,i,,I~
W/3000 PSI CONi /3000 PSI CONCRETE ; ~ ti9••Y
o FILL, 8' 0/C (TYF LL, 8' 0/C (TYP) , ~ SEAL i
fD NOTES: N 7466
1. ALL MATERIALS FOR RAILING SHALL BE 1-1/2" NOMINAL STANDARD PIPE (1,90" O.D.)
~ 2. SHOP CLEAN ALL MATERIAL IN ACCORDANCE WITH SSPC SP#3. d ~ EXTEND PIER T '••~Oq~~ ~ ~ NE~~' ~
= 3. SHOP PRIME CLEANED PIPE 2 Mll DRY THICKNESS < 4. CONTRACTOR WILL SUPPLY FOR ENGINEER REVIEW AND APPROVAL DETAILED SHOP DRAWINGS BRIDGE PROFILI i~ BR DGED P OFIL~ FOR SOSL E ~ , ~ M. ~ y
~ SHOWING LAYOUT PLAN, RAIL ELEVATIONS AND REQUIRED SECTIONS AND DETAILS PRIOR TO START BORING DATA BORING DATA , ~~4uuu N~ti
A FABRICATION. m 5. ALL JOINTS REQUIRING FIELD WELDING WILL BE GROUND SMOOTH. THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN
6. UPON COMPLETION OF INSTALLATION, FIELD PAINT (COLOR TO BE DETERMINED) RAILS IN FINAL DRILLED PIER ARRANGEMENT TO BE OF WAKE FOREST. hoRZ scAL E:
ACCORDANCE WITH THE PAINT MANUFACTURES'S REQUIREMENTS. PROVIDE PAINT DATA SHEETS FOR PROVIDED BASED ON LOADINGS FROM b'ERT SCALE: Engineering Department Date oRaw~ sv: TRI
ENGINEER REVIEW AND APPROVAL PRIOR TO START OF PAINTING. BRIDGE MANUFACTURER.
v 7. HANDRAIL TO BE INSTALLED 4 FEET FROM THE EDGE OF THE GREENWAY PAVEMENT SEE PLAN V (4) #5 BARS EC - - - - - ,4) #5 BARS EQ SP Public Works 'Department Date CHECKED BY: DMK
FOR LOCATION.
a Erosion & Sediment Control Date DATE: 10-26-09
N N Fire Prevention n Date Date PROJECI NO. 12082306-A
W Planning Department Date SHEET NO.
HANDRAIL DETAIL A ISSUED .FOR CONSTRUCTION City City of C-2,2
N NTS J W of Raleigh Public Utilities Department Date S,[--;EE--; 12 OF 12
U