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SS SS ~ SS \ moo= ~ ` ~ ~ ~ ~ ~ ~ ~ Il ti~ l~ ~ \ \ r ~ - ~ ~ - --l _ ~ i 1 \ ~ .ro / ~ ~ ~ ~ ` ` '9SSO i 9ss~w~~ MITCHELL RA BlL ~ ~~SSF,~eo~, ~ <r DB 5695, PG 745 ) ~ ~ '~`~"~V~;~~~~~'~'' ~ ~ PlN 7 768.09- 76-6987 ~ ~ ~ > ~ ~m~~~~ ~ ~`g~~~ ~ ~ ZONING: R-l i > g~a ~ s ~~~o r~ ~T~ ~ ~ ~ _ { ~~~~~~~~~o~ Q ~ N E ~ ~ o ~$}~~o~ R ~ ~ ,~~~iy~ ~ IRS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ X ~ ~ m~~ 3 ~ ~ ~Z~~Q o ~ ~ ~ ~ ~ ~o ~ 0 ~ ~S og ~ ~ 9 " w w ~ ~ ~i~v ~ ~ v~~ ~ ~ ~ g~~ rs~~ ~i~ E• ~ ~ Q ~ Zz i R A tap 212 6 M W I R TV 0 c P9 opt Fin DRAWN BYE RCS ENLARGED CHECKED BYi HAY Aiken & Yelle elle Associates, PA CEDAR RIDGE SUBDIVISION PHASES II - V SCALES 1'=50- Ay E S Professional Engineers ineers & Lana surveyors SITE GRADING AND DATES 1.4.07 3755 Benson Drive oe TOWN OF ROLESVILLE, NORTH CAROLINA REVISIONS 4/12/07 Raleigh, North Carolin 919 'arolina 27609 Pax 919-877-9979 ems: Arss•BELLso IELLSOUTS.NET DRAINAGE PLAN 07-17-07 Fax 91 J 0:\sdskdsgn\proj\CEDAR\2-construciton\CEDARBASE-construction.dwg Tue Jul 17 11:45:52 2007 AYES-HALFTONE Q V D a a 0 V + > V / / v~ QQQQQ PPQP P N N Q Q 8 ~D N A W W ~8 ~8 8 V N e4 as t! -6 41- a N R B ZONE 2~' p N. yy ~ 0~ ~ ~J ~ N. 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Sa z ~ A I1~1 .rte W C]~ Iq 2m ~ ~ 1 n 71 A41s ~~ix ~ ~ 9 i1 ~ MR 0--d c p 19T a :d A P 2 a 02 ;t 2 2 M3 g :d 2 g DRAWN BYE RCS CEDAR RIDGE SUBDIVISION PHASES Il - V F ENLARGED CHECKED BY, HAY Aiken & Yelle Associat ~E GRADING AND SCALE, 1•=5°" AYE S P°f6s°ion~ & Land Suin )Gates, PA TOWN OF ROLESVILLE, NORTH CAROLINA SITE Ld Surveyors DATES 1/4/07 3785 Benson Drive 09 DRAIN )RAINAGE PLAN REVISION& 4,12,07 Nom Carolina 27609 07-17-07 919-877-9992 Fu 919-877-9979 email: AYESOBBLISOUTH.NZT -9979 T J 0:\sdskdsgn\proj\CEOAR\2-construciton\CEDARBASE-construction.dwg Tue Jul 17 11:46:29 2007 AYES-HALFTONE yp / / ~ ~ DB 5409, PG 926 i jC~ge~a ~ b'llV 7758.08,-98-5590 S~' AFT / / ZONING.•~ ~?rl / I .0000 .00.0009 100 ~Q~Q . ~ / ~ /07 ~ ~ ~,P Q~i~ • ~ ~ ~ cs ~ ~ ~ ~ ~ ~ ~ ~ 'cam ~ ~ i 340 M # ~ it ~ i/ ~ 1~ i I / ~ c~~ f / / `~~t ~ / ~ ~ ~ / ~ ~ ~l' ~ i , 1 \ \ ~ _ ~ ~ , id :y ip ~ he " / ~ X / =~l / / 1 ~ ~ ~ ~ ~ ~ _ o~ ~ ° ~ ~ ~ l ~ oe / ~ ~ '~s C / f -Wool i 1~(~ ~ c ' 3~6~',r ',~P' j~ ~st, ~ ~ 1. ~l ~ ll / j ~ / / r /w ~ ~ ~ I° ~ ~ i i 40 / / i i ~ 9' / ~ 7 ~ / l ~ ~ NC ~ o~ ~ ~ ~ / ~ I 1 I ( 1 / r1 i ~ S ~ ~ ~ ~ ~ ~ ~ ~ , it ~ - ~l ~ ~i , ~ 4`~ ~ I ~ / i ~ ~ i / i ~ ~ ~ 1 ~ i ~ ~ ~ ~ ~ ~ r ~ J4 ~ ~ > ~ ~ 1 ~ 9pv oN y ~ / R/p^/'~ / ie.. e ~ /F / ~ ~ ~ i ~ //A i it , i ' ~i~ S,,~~~ yak R / / l l~ / o• C n ~q C .tip ~ a-"% i / ~ ( ~ Y ~~~.l ; ~ / / ~ / ~ ~ I I 1 ~I I c MH,~ /,~j~~i('~ / i ~ ~ \ i i Wei ~ i i~ ~ , My~2 ~ / / t / / ~ ~ I 1 1~ I ~ I ~ ~ I~ y ~^fl - I ~ I ~ ~ / I ~ ~ R T ° ~ 4 ~ ~R S~~ e C ~ii~~~. iii i~r~~~~ ~ i ~ ~ i I i 1 i ~ ~ 1 R I I~ ~1 S \ I I ~ I~ I ' ' ~ 1~'iA ~ ~of o_~c>_~,~6~ ~ ~ i ~ ~ ~ ~ / iii/ / / j /M?s-0s-~ _i~?~~\ Q ~ ~~t ~Rj ~"~eae<y~~~~ ~ I ~ ~ ~/I ~ ~~~i i~; ~ ;,fig ~ \ i i ' 3 ~ ~ ~ ~ ~ ~ l i 4~P ~ r / , /y ~i I' I ~ I ~ ~ ~ ~H I ~ ~ ~ ~ 44 R ~ e T I ~ ~ / / r ~ ~ ~ I ~ i I~'6, / i , ~r ~ ~ ~ / ~ Ro ,q I I ~ 1 ~ ~ i i u i ~ i ~ , J i ~ I I ~ ~ ~ 1~ ~ i, i i i~ i 1 p pti i a i 9 ~ ~ ' ~F ~ , i , ~ ~ ~ i i q< o~ ~ ~ ~ i i ~ ~ ~ ROBERT RHEIN ~~,;?s ~ ~ ~ i INTERESTS INC. ~.°A~=~ B. M. 2007, PG. 2437 ~qo~ /I~~ ~ ; P ~+,dq ~Y i ~ 9t I ~~4y I ~ / ~ l ~ ~ ~ I f ~ ~ ~ ~ ~ ~6 ~Mdgc (Sw~ ( Y a~ I ~ I~~ ~ ~ I ~ ~ I I I I ~ ,cPV? ~ \ \ % _ ~ ~ ~ ii. ~ P/N 7 758. 72-85- 7265 ~ti~~~. ~i~~ ~ ZONING: RBcPUD,~;+ s . ~a ~ ;/l j ~ l / / ~ os° s9 STS ~ 1 ~ ~ ~ ~ ~1 ~ ` ~GO~ss \ ~ ~ ~ \ ~ ~i . \ q \ ~ ~ ~ ~ 'fir i (ij, 2~ st9 /O ~ ~ 32~p~ 1 ~i \ ~ ~ ~ / \ \ / ~ / ~ ~ ~ \ ~SS ~ \ ~ ~ \ ~ ~ ~ ~q jam ~ ~ R \ \ \ \ -J/ rte/ , ~ ~ ~ ~ ss r ~ \ ~ ~ + ~ ' ~ V ~ ~ \ ~ ~ ~m > y P88Spoi3~i ~8i~ 88~~~8~ 8~~~~ ~~~~~7rO.gf'3'i Xii"sE'+ wilad~'~~p '2ia'3~~ ~s V V V V V ,p Q Q Q Q pQ Qp Q Q QO Q Q Q Q Q Qp Q Q Q Q Qp Q QN ~ H H H H W+~ A p t~ H S T 01 W N S V N+ C~ 1~ i~~ ~ ~Q f~f~PS~l~PP Ql~P PS~f~l~t~l~P S~Pf~l~ I+i g88S~~ci~~' $ev Sn~~S'P.+$~Yi'i gw3o~ 88888888 gg f~S~l~ 7~P Pf~ 8 888s88s88 S Q Q Q Q Q Q Q Q Q Q p Q Q Q Q o = i ~ttl~~~'3 i ~v i :d~~~~° i °Ja~lgJ' ~S°n ~O ~~sj / i i cw~cnuu~cn ~ acn ~ ~~~q~~ ~ c~tr~p ~.o ~ ~ ~ o~ v 1 I SH~~ V~ ~ 1 ~7i~N~.~N 1 ~ V ~i' gi ~ ~i ~ ~.~.~PfM~ NN v.~~;~~fMl~ frSrl+~ N ~ ~ ~ ~~~a~a~s ss~ s~~~~s~ ~~s~~ ~i~nc~~~~l~~C'o~Q~m'.Gps~~~;°~S~f~;+f~~l~~o~o~Po~c~ivca~pi~+~~~ ~ 'i' ~ ~ ~ ~.~j ~ Sns~~~s~~v ~:s~'e~i n~a~~i~'iia~°v~"ii O°~i+~N~ ~ it v U1 . i ESf~43ic~~c~i S~ 8~'3' oi~lc~8~~°P~ ~'u~ ~oi~~'~~ ~n ~ ~ x~~y~i~Ai~ ~ ~5 ~ $ s 8 ~ ~t~,~ ~~p ~+ko~pp~C~t~~~w ~p~~+~~p ~~~+~N~~pl ~ ~~~~p ~ g ~ ~o ~ ~r~o~ ~ ~~i ~i ~s € O V O Gl~ O W 00 N~ ~JI t71 +tJ~ O V O~ O N O S~ N O O ~ tJ1 O O~ ~,~1 ~J1 V O~ N O N~ O N O IJ ~ N Q S'~ QQNS~~QQ Q.OV .G ~QiO V Q ~'~Q~.OQ ~ x ~ ~Ngs~~~~ o~ ~A p ~gs~ ~ y ~~~~m ~~g ~ ~ ~ ,y~~ ~ ~ ~~N~,s~ ~g~~~ ~ „p . ~ ~ '~-e~:~g~ i i i i I~G'j3i.`'i~1~ G'bb' G'{31~1~13~3b" R's R;b"f3~3 • ~jj ~ ~ ~ ~ 2s w z i Po P~ :u o~ y. ~o is w v P~ N P~ N f+~ P° o v e i pp oNN~~ x ~ tl~ ~ ti1 t71 6T NI tT C7~ fJ~ tJ1 N~ iJl d1 CT tT ~J1 iJ~ tl~ C11 tT l+Jl N~ tT S C S~ z~ ~ ~ ~rZn ~i ~~iiD ~D~ ~ ~ ~ ~ i~ ~ a~~` g ~ o~~~~~o~ ~ ~ O 3 3 3pQg334333 333 3333333 33334 ~ ~ii ~ii ~ia t~'~'n~n'~ii~i~i ~'~''~i ~ai~i~i~n~t~iicNn ~'~X~n~i~i SQ ~ ~n ~ N~ i+i IIII DRAWN BYE RCS CEDAR RIDGE SUBDIVISION PHASES Il - V - ENLARGED CHECKED BY, HAY Aiken & Yelle Assoc ?ssociates, PA c Land Surveyors SCALES 1'=50- AyE S ~f~o~ 8~neers de Land TOWN OF ROLESNTILLE, NORTH CAROLINA SIT] SITE GRADING AND DAM 1.4.07 3755 Benson Drive REVISIONSF 4/12/07 Raleigh, North Carolina 27609 27609 -877-9979 D DRAINAGE PLAN 07-17-07 919-877-9992 Fax 919-877- ems: AYRseBELLsovTS.xEr HHYET J 0:\sdskdsgn\proj\CEDAR\2-construciton\CEOARBASE-construction.dwg Tue Jul 17 17:08:47 2007 AYES-HALFTONE 8 r i . ~ 1 a g w ~ O T ) co v W DD < Z m • t~i~~ ~D t~~~ ~ ~ ~ DOo c ~ ~ ~ ~ z O I > 00 O ~I / m m C7 (4z-:.4k ~ m ~ ~ m ~ ~ / m Dom- Z I~ _ n ~ O m t~-~ t~ ~o ~ s ~ D o $ ~D' ~ ~ Z I x y mamma ti ~y ~ A sr~~ N ~ ~ ~ ~ If 1 m v ~ m C,1 O < C'~ I P mom AZ ~ ~ ~ Z ~ q ~ ~S ~ o p m C~~ Z ~ 70 T: r*~ I m 0 D PI r ~ ~ I I I ~ ~r1 rn z ~ rvD `.z~ I 6 ~ ~ ~~D ~ ~ ~ . ~ ~ ~ . z z I 6.0 ~ / ~ ~ ~ . ~i it ~ ~ x ~ Imv,~v ~ I I I m ~ t ~ N ~ I ~ - z m Z I ~ I D W r ~ w ~ ~ ~ D~~~ ('i ~ rrri ~ I ' ( ~ I. ~ ~ I 1 a ~ ~ ~ I ~ - ~ ` \ d ~ i m~~ ~ ~ 8 0 C I~ "~y ~~y/~// ~ / xs Q2S ~~~i i ~ \ `J\ % e~o ~ m / ~ , i ~ / ~ 01 r- ~ r OZ O C7 rn rn + N ~ N y r'1 I r ~ ~ ~ \ ~ . / m u u D M ~ ~ ~ o - r-~ ~ ~ / D • 15 RCP Z to 6 ~ / ~ ~Dn O= ~ D ~ 5.~~+ ~ ~ < z _ Z~ Z O 7C O I+1ZC ;a ~ m o m-r a'" N ~ ZC _ ~ t• • • 7CR1 0000, i Q t ~ y . ~ o~ u ~ D 1 ym Z ~D \ z e r o m -0 ~ o m ~ ~ ~ ~ ~ ~cW t ~ ~ d Y • t '~S / w z r ~ o ~ C ~ ~ ~ .t r ~ 2 N ~ ,r•a k ,fir r1 I ~ C1 D ~ i ~ o c o ~ \ `y ~ +o'~'v ~ D ~ o Z n m o -la ~b• ~ ~ z ~ D D ~ ~ ~ D p ~~y~ ~ \ 9 ~ o'~'+ m \ nrrt'~~ ~ ~ D ~ \ \ ~ a d ~ x ~ ~ : O ~3 _1 Noo ~ ~ ~ IV Z -1' ~ = r H N m N d ~ M C-) -1 OI'+1 n W D ~ Z • + ~ ''t Z ~ r N~ O U m N -p • W ~ ~ Q r 70 m D Z ~ D~~ , ~ ~ ~ n 1" rl Ri= •e~ C~ y a . a ~ ~ a 2 m c;m : ~ ~ r -tom z m y ~ N1 O n / O ~ ~ a•0~~~ Q ~ Q Z ~ n z a• ~ ~ ~ y~ r y ~ . ~ ~ ~ a J ~ ~d \ ~ ~I ~ Z cn J t ~ Z . •e r ~ ~ Z x ~ - a i ~ I*1 t m z ~ o ~ ~ wmoo hh ~ Q I I to F+ ~ +i• ~ ti. , ~ o ~y ~ , r~ ~ ~ t° ~ ~ N J ~ ~o~ ~ ~ r ~ O ~ ~ -p v~ r • a ~ O ~ -c ~ ~ W~ A m t~ z ~ ~ ~ J D ~ ~ ~o c ~ r~z ~ ~v xa ~ -IG1 Z I Mt*I w az'o ~ a (f ~ dw wz f`- W ` \ i i . ~ I ~ ~ . ~ yoo o R1 ~ n ~ a ° z \ rya ~ ~r, , ~ . / ~Q m~ I ~a I ~ ~ i N to ~ (I ,o \ a v x ~ I ~ c kl ~ l-T-j (n ~ ~ aD \ ~ I ~ O ^ ~ / O C N u C ~ ~O ~ p ~m n ~ o Il~rn ~v ~ ~ ~v < y rn C r ~ 0 a rn ~ m m v ~ ~ rn z c d ~ D ~ o \ ~ n j ~ ? ~ Z D -C .C~~ II~~ ~ a Z \ ]e D n \ ~ n m, m / ~ ~ ~ ~ Z m / ~ / a ~ - ' s• s \ / / O / . 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W, Www, o~.t ~ m ~ W~ v v m~ ~ O ' y~~i ' Z N cr Z oo•io.i ovv.ioo <o p' ~ oocnocn ocncncroo H ~ ~ ~o cn cc ,P c,.w ~ rn N ~ -n ~ ~ rn = ~ ~ O 2 ~ .~u~ , ~ ~ N E rn fTl N J II cn wc~~co~ o ~ ~ ~!„~~JN~pO~U ~ ~p Cf U+ N J v V w A~ r r~ 0 m~ Z ~ V / v ~ V) O Z ~ ~ Q1 N N N N N N N N N N N v ~ m v ~ pp ~ N 0 m m ~*j ~ Z Q ~ m ~ ~ 2 n' -o m ~ cn ~ ~ m 1 • / M ~l~-C m- m-- rp0- O~ Cln ~ O N O C C) Q - D O.r~vNOa s Cln m r ~~r ~ N O ~ O CT ~ ~ ~ S~ ~ ~ G N ~ = Q / / ~ ~ ~ ~ ~ L-~ ~ ~ y ~mr Z•-~ o~~wv~~~cnco`~'t,rw'v s~' ~ orn~ O vs N ~ ~ m n z -I m D Z r co~v,cooa~ ~,Om orn N D ~ CJ1 N O N Ol ~p ~1 Z r" '~t N ~ D ~ y 2 ~ O- o O~ O rn ~Zz m ~ v -~z- ~ rnm X7 z Z mDO NW-~NG~W1~' D of m v m N Do wrn tn~ m D m ~ ~W WN4t~~AN ~m N N N ~ ~ ~ O D O O O O m ~ -p Z Z ~ ~ D mp Vi ~ i Ua ~ r i ~ m A ~ ~ ~ O W m ~i vs~ O O N D D ..rn W O O vs to ~ S ~ N W ~ Q= J J J r J J ~ ~ ~ = O ~ t 7 Z N O ~i O Vt O O ~ v i*i W cn ©tr o 0 0 0 o rn D o n ~ oo W to co ~ v n o nco~~.~~wprn s~ D A A oo OD OD -t ~ c^ ~1o O °m ao ~ -a ~s ~s ~s I I I D S ~.J ~ Jul, O Z C.~ 10 rn D p (n N N N O O O 2~ ~W~Cj V O ' m FF FF hF ' s i ~s W m - -p ~ SS N N N w w w m i~ i • v OD 00 00 OD 00 00 00 OD 00 00 OD r O m W N W W - ~ ~1 tn000V10U m W ooooooc z ao w rn m D ~~Z ~ r r ~ v ~ D D G7 D -C FE FF FF ~ ~ ~ v W W O O O S~ - -o o a~ O Os v~ Os 01 01 vs Vs to v1 v~ vs ~ "r' m ~ ~ ~r ~ ~ r ~ ~ ~ s ~ ~ ~ ~ A n Q~~QQQ~Q~C)C~n ~ C C G C O G O G C ~ C C to to GO ~q to ~A ~ V1 to to fA -i N to Ob N to fA to ~A fA to Ul N ~Q1~ ~ ~ ~QJ~~ ~ ~ ~ DRAWN BYi ADK CHECKED BY, HAY Aiken & Yelle A BIORETENTION AREA SCALE - 111=301 AYES Professional Engineers DETAILS DATES 07.06.07 3755 Benson Drive le Associates, PA CEDAR RIDGE SUBDIVISION PHASES II - V B'. :era & Land Surveyors TOWN OF ROLESVILLE, NORTH CAROLINA REVISIONS Raleigh, North Carolina Mina 27609 07-17-07 919-877-9992 Fax 919-1 email: AYESABELLSOUT C 919-877-9979 LSOUTH.~ J 0:\sdskdsgn\proj\CEDAR\2-construciton\CEDARBASE-construction.dwg Tue Jul 17 11:48:21 2007 AIKEN & YELLE PA I x ` • ,O d dVy ~v ~ \ v \ - a`~ dZ~ Q ~~SS ~ ^ ~ 0 0 o ~ ~ I ~ ~y~ ( C~~' 1 ~ ~ ~ o~ i O~v> . 0 9~ ~ O to to oo /01 m N N ~Dm /tip' ~ ~j1'* - / a~ / 80 REMOVAL OF 6~ a o> N m~~ / / EXSI NG PAVEM~IT ~o da~~ ~ Sys ti~ o oll Z / / O ~ ~mm / / E E: 356.20 ~ ~ '<~x ~ . m z O~~ _ D" Zm~ E=- ~ L---= Z, \ a.~6~ 5 SL`s ~ /000, /000, ~ ~ ~ 00000, O ~ X ~~N / / ~ P~K ~ '.f5~4.65 o r O n~ ' / / ~ "~y 0 s ° p X 3 ~ ~ j STA 39+94.39 RIG 7. . D• INV I 9.59 ~ ~ INV T 349.49 Z Z c~ ~ RIM 353.08 . ~ ~ ~ti ~ ~ o 0 o;v x Z ~ m ¢Z tNV0UT349. 7 ~ ~ ~ m°• ~ ~ ~ < r D C ~ RIM 351.83 pp ~ INV IN 33'5.00 ~ $ ~ ~ i cn o , ss tI~( ~ Q r D a xorr+v~z Z NZO: 3 ~ ~ ' vi D ~7~ _v 6 m / + N N p N y + ~ ~ INV IN OS IN IN 347.77 ~ w m ~ ?F'~` g _ ~i q°j o INV OUT 7.95 IN OUT 343..44 ~ g ~ ~ + w ~ J ~ ,l v 4 ~ g ~ \ ~ o ~ ~ 0 14 \ \ ~ INV N 338.95 \ ay~i ~ ~ _ ~ ~ j \ 1 p ~ 3 ~ \ 41 ~ NV INS S7 ~ ~ INV WT 37 ~ ~ ~ y y + / ~ 37+65.30 ~ ~ C y ~ $ ~ ~oQm m VCE: 356.72 ai, ~ ~ ~ CC ~ n CC ~ ~ 3 f > s~ g ~ II G~ ~ D O~ ~ n o ~ W ~ J o OD ~ m Oo ~ W ~a ~y ~ ~ D o ~ ~ ~i II V ~ ~ G 3 xs rn VI'~1 ~ U~ w ~ ~ m is O~ _ ~ ~ ~ ~-3 0 w N ~ 1A ~ ~ INV BOUT 60. 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STA. 10+00 - STA.15+00 DATES 1,4,07 AYES 8755 Benson Drive le Associates, PA CEDAR RIDGE SUBDIVISION PHASES Il - V-- TOWN OF ROLESVILLE, NORTH CAROLINA MARBELLA D IRINA DR. S .era & Land Sxu veyore REVISIONS 4/12/07 ~eh, North Carolina )Una 27609 ems: Ass a$r.T.sovT C 919-877-9979 GSOUTHAET STA. 19+59*34 - STA. 13+00 919- 77-9992 Fax 919-1 J 0:\sdskdsgn\proj\CEDAR\2-construciton\CEDARBASE-construction.dwg Tue Jul 17 1i: 48: 59 2007 AIKEN 6 YELLE PA i t i i 1Nb~~H` ~~I w w rn v ~ oo+z~ _ 1 e~ 4 «9 0 0 0 0 ~ H 47 wS ..~'•'f N~ V N7 375 47 20~ S,p E• ~ • ' INV OUT 371.37 • ' ~~z# ss HW w , 0 o r*~ c,'~ x / z ~ ~ ~ j~ns ~~~O ~ .~°e d3bd ~ 3p1~0~d /t'1 a o ~ ~gi~~'4 ~9 4i s~ ~ z v o ~ ~ ~ ~Z I y ~ y MTA 31.57 (~j ~ ~ ~ N ~ I N~V N 370.93 r F+ ~ ~ ~ ' ~ INV OUT 370.83 ~T7 0 tiJ ~ ~i \ . 0 mm N ~ f _"p C~ D ~ ~ vii O ~d m I v / 0o O xZ ~ c~ O I o~ ~ ~ ~ ~ -P ~ \ ~ ~ ~ ~ m^ w :..v / 001, .~i ~ Gn Y~ `cn N~ ~ ~ s O o m ~ C~ ~ ~ n 9 ~p N to . ~ to ~ D D CO O~ N m m~ ~ ~O~~J 2 ~ r CL CREEK ~Z o O nD~~ N ~~0~~ > N °o lf~ ~ ~ p Q r'o ~ w ~ v O ~O y~ ~ ~ ~ 00 ~ ~ \ ~~9 ~ p~Z~2. ~ - th ~ ~ w ~ w~ ~ f~ N cn W~ ~Z S ~ ~~S ~ ~ \ a ~ 0 / ~ 0 A / ...I~ 0 0 0+ RIM 374.55 INV IN 369.67 w H ~s~+o s -~,~~pd ~~15 N3 ~ ~ 0 0 0 o w I IN V OUT 8 81 27 ~DU~O~N3W~ Z5+ ~ d is o £ t 55 ~ ~5Z# H ~ J o ~ so ~ ~ ~~k~~ ~ M O~ O O ~ m 0 N ~ l1 D v m ° ~SSd g dW~ o 1) ~ X = OWMp10 µ N ~ 2l3S ?l31d ?l31dM £ 0 r~ ~ I c~ ~ y I 0 N O O n n~~ oc~i~ / ..yot~ D~~ I °~o II O ~ ~ . • -P D TI D V p ~ •r v r 0 r~ 1 1 0 n . 0 ST 10+95.9 • r RIM 388.00 ~ ITl E 9 INV IN 382.1 ~ + I INV OUT 38 .31 Y v I o b ~ 0 1 v O I ~ 0 MH 253 o 1+ w 0 ~ RiM 387.50 0 INV OUT 382.89 0 NNm~NZNN ~'~NDAN~A~'C)~-' ~ ~ ~...~m -^~CD~ICOIZ{A; C1tAC7D~?OWN ~Z O ~O~v :Os tAD~?ZW N. 01*i ~t1 ~ D ; Z to C ~ I m A ZD D, r ~ZAOA~D~A~ G~ n Z ~ D apD ~S O O O Dn o~ mC D m ZZ. 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O Z AZ=O 0~... a -a ~ g~'~ s -v a z to o ~ c D v ~ z m z D_ I O vs v -C 0 A Z ~ m rn D z~ rn z m W C o 0 D D D A D ~ Vl o = m x ~ N D veto ~~•AwoDo ~ mZ C A _ W~"~ AO D ~ D r? ~ ; - ~ D ~ i C ?-»0 m0 Z N C D D Z O r v A ~ w ~Ne o a D A~ m rn ~ S n Z Z ? m rn ~ ~ O 0 ~ v N ..D ~ O t0 . a ?a 8 mm o o"D z~ rte= _ ~ ~ ~ oo ~ N Z v rn ~?m n A~ • Z I 00 Z rn ~ '~1 v- C O O r co N ~ m ~ ~O r' m 2 ON Z D 0 O z a Z O• Z N. Q z r~ Z '0 cc) U~ ~ ~ n D Z ~ ~ ~ ~ c~ ~ m ~ 2 ~ C a ~ DI _I ~ Z O C U1 n O O~ 7om C ' Z ~ DAN m ~ rn ~ V r C ~ Z O mtA Z - C ~O<O D 74 Om ~ m~ rnZ zC~ 9m a m; O Z O ~ ~ Z Z P+1 ~ D c D '0 rn ~ < O ~ ~ ~ tT W Z ~ W m DZZ ~ I Z ~ o ~ rn D N A m -I m Fn 9 > 74 -n >ZZ m ~DZAtA--1 0- Q Z O - 70 ~ Z 70 ~ x RI N O ~ m O ~ O D n~ ZD m C ~ N O ~ Z - I*i Z Z Z~ Z A O Z O r y~ ;c mo L J ?j a°eo~^O ~ ~'~01~' C' n ~ ~ - A r mD 2 rZ N A= O mA Drn r a c~ v N c m~ ~ m ~ v o o - D O W- y D rn D D v m z0 D ~ Z r A N -I y Z O~ v i'+1 ~ v r sosSo m 71 M 2mom> to = Z - ~ Z ,~D N D v m ~z D m 3 C •-I O D D ~ W; O A m m rn ~ D ~ = o D W ,p -i A vN O; Zm p o ~:-~~e mot- o ~o O Z m ~ c~ z ~ 0 Z m D C O p -1 p O U1 ~ ~ m D I ~ m ~ D CJ1 - rn m Z Z A Wmn~ m p W o 1~ l `<o `a~ee° ~ ~6 ~S O m O Z rn O Z m r= D~ o D o~ - - oz ~ Om AND ~ N c r N 0 rn Z Z o m D - O 2 m t!f m r Z ZN r~ O C m M m TtmOp o~,B ~ ~°O~oe~eeee°~ ee~e0 ~ p ~J s • a D D r D Z O DMZ m D D *J D e v Az A'o m r Z O ~O A z - ~ v D ~ Z o rn M Z W 2 A0 ~~~~~8 ~~eeeaaeeee0ee ~ ~ti ~ v o m z= c v~ Z D mm -n= O ~ ~D Z N A " D D O tit ~ o D ~ vv n ~ D 0 0~ v r r i p I= ~o ~ m r _ Z O A A m v D Dr m-~ ~ z D~ Z ~ m ~ O D O r o D ~ NZ rn v to ~ VJ Z D M O D DEC N rn to m F w COP DRAWN BYE MLD PLAN AND PROFILE CHECKED BYE HAY Aiken & Yelle Al le Associates, PA CEDAR RIDGE SUBDIVISION PHASES II - V P TOWN OF ROLESVILLE, NORTH CAROLINA SEWER OUTF, - SCALES 1'=401 AYES ~fessional Engineers de eers & rAna s,~eyors JTFALL # 8 STA 10+00 13+20 DATES 1/4/07 3755 Benson Drive REVISIONSO/12/07 Raleigh, North Carolina olina 27609 SEWER OUTF, 919 7TFALL #9 STA 10+00 - 13+05 -877-9992 Fax a19- emit: AYBS•sErasovTI c 919-877-9979 dSOUTS.NET J 0:\sdskdsgn\proj\CEDAR\BRIDGE\i4ACAD-12837-E-IN-A-EML-A04.dwg Fri Jun 29 i0: 40: 18 2007 i i i S~Od ~ y ~ ~ ~e B Q ~ -N- r o~ o 0 o ~ o ~ ° o 0 ~ ~ ~ o ~ m ~e B o v~ ~ w o ~ ~ cN ~ ~ ti\ ~ . o v T, ~ 14 I ~O ~ c" ~ O ~ ~ ~ t I N= a ~ N~ v V rn ~ ~ .598 8Z ~ ~ ~ ~ ~ ~ ~o ~ ~ o°~- ~ ~ ~ ~ 4~ ~ i° ~ o ~ ry. ? ~ a 1p' `O" ~ ~ 4 ~ 0 0 O ~ o0 a ~ Q ~ ~ ~ m ~ ~ ~I o ~ N ~ o ~ ~ n rn I 3- ~ V Q oho 0 N ~ ~ ~ ~ ~ ~ ~ N V ~ ~ ~ o a~ ~ D ~ n k J r 11 ~ O Q ~ v ~ ~ O o ~ ~ ~ o ~ ~ cu o ~ ~ O ~ o ~ ` ~ ~ ~ y ~ ~ = ~ rn -A ~4 ~ -t~ H ~ ~ cu N ~ ~ I ~ C ~ j ~ ti ~ ~ ~ ~ ~ ~ N A o ~ o0 ~ V ~ . O G~ ~ ~ ~ ~ ~ ~ ti i` ~ . ~ emu' o z ~ rn ~ ~ I a a ~ ~ rn o o ~ ZO ~ c o ~ 0~~ ~ ~ 6'' ° .D° ~o Q. o Q ~a c - 0 n c m ~9- ~6.,, 26. o`' 9 ate. ~w O` 1 ~ a 0 ~ g I ate. 1 ~ Z o ~ N ~ ~ Q m O ~ p co v w ~ ~ o o ~ ~ o ~ ~ ° ~ o o ~ ~ aao~o o p ~ ~ v ~ ~ ~ cry c~ cn o cu cu ~ ~ n c°n ~ o <u ~ c~,~` .nom. O O ~ ~ ~ Q C ~ -Q ~~i. ~ p c~ ' • ~ ~-w o Qa~~ ~~•a a o ~ Q c a o ° ~ n' c ob ~ o ~ o'o ~"o'er o'a ~ ~ CD ~ ~ C~ N y 0 C cp ~ Ooh Q ,may„ Q ~^a ~ g ~ ~ ~ ~ Cep ~ ~ ~ ~ n p C ? a p~j O c~p• O ~ ~ ~ ~Q j ~ p, cD o y ~ rn p o~ ~ ~ ~ v ~ ~ ~ ~ ~ Q ~ ~ ~ ~ ~ Z ~ o o i- ~ c~ ~I ~ Q- rn ~ ~ ~ vim, c o ~ Z ni ~ ~ a c ~ " O J Q , o ~ R1 R1 cu 4 o ~ c~ ~v C ~ O ~ ~ ~ cD ~ O p cD O cp p ~C p ~p p D O ~ C ~ ~ j cD ~ ~ _ ~ ~ Q p cD ~ ~ ~ n ~ ~Q~ Q ~ ~ ~ 1 ~ a ~ ~ O 4 vii ~ a y C~. ~ Q ~ ~ ~ O ~ ~y ~ ~ ~ ~ t/~ Z ~ n~ ~yi. O ~ Q ma` r' ~ 0 ~ ~ ~ ~ ~ S ~ ~ O Q Q p cD ~ cD cp ~ cp ~ cD ~ ~ ~ cry cn cep ~ 1~ cD c~ C ~D Q' c~D cn• ~ j• ~ ~ ~ p ~ ~ ~ I~j 3 ~ p cl ~ ~ n p ~ ~ ~ 4 'o ~ o ~o~ 2~ a ~a ° ~ a ~ Q-cu ~ ~~c ~Q ~ o rn ~ ~ ~ Q n cry cn ~ ~D ~ cu ~ ~ vim, ~O r ~ ~ ~ ~ o- o Z ~ ~ `Q~' ~ ~n e ~p ~ c~u O~ ~ ~ c~pn C O c~ Q fl- can is ~ Q ~ ~ ~I c ~ q ~ ~ Q~ p <D ~ O p Q ~ O ~ p_ ~ ~ ~ ~ ~ a ~ ~ ~ j cU vii O. a ~ ~ cD ~ ~ O ~D ~ ~ c~D ~ it- t3 Provided Locally by.' I NOTICE 0 2005, The design and information shown on this drawing is provided as a service to BRIDGETEK 2 contractor byCON/SPANS Badge Systems Ltd. No part ofthis drawing maybe used, ?ervice to the project owner, engineer and 1.1 RALEIGH NORTH CAROL/NA y be used, reproduced, or modified in any 2ON - SP/oW ~ 3 manner w~wut the prior mitten authorfzadon of CON/SPAN 0 Bridge Systems Ltd. A ims Ltd. Any such use, reproduction, or s to indemnify, defend and hold harmless roc modification of this drawik W is done at the user's own risk and the user agrees to inde 3RIDGE SYSTEMS 4 CON/SPAN0 Bridge Systems Ltd. from and against any and all claims, liability, and 20266 Dayton, Ohio 45420-0266 NORTH CAROL/NA 5 reasonable at~omey's flees, arising from such use, reproduction ormodr~caiion. My, and expense, including, but not limited to, BRID CEDAR RIDGE SUB3100 Research Blvd. P.O. Box 20266 ?n. are encountered as site work progresses, these !6-3999 6 lfdiscrepancles between the supplies' infonnaBon and actual field conditions are enco ¢2233 (937) 254-8365 FAX discrepancies must be reported to CON/SPAN 0 Bridge Systems Ltd., immediately fo 8,8420 (704) 5488586 FAX 919-3594038 7 CONISPAN0 Badge Systems Lhd accepts no liability for designs based on inaxurato Rdiately for re-evaluation of the design. ~ ViRiGINIA WATER DRIVE D"n, OH (937)254-2233 Inaccurate information supplied by others. NC (704)546-8420 Ws pending and Trademarks. WESTERN BRIDiGE charlotte, Sacramento, CA (976) 787-8707 t7-8707 (976) 787-8723 FAX NO Deb The CON/SPAN0 Badge System is protested by one or more patents, patents pendif '12877 (518) 3712872 FAX REVISIONS v Albany, NY (518)371-2871 C~:\sdskdsgn\proj\CEDAR\BRIDGE\14ACAD-!2837-E-IN-A-EML-A04.dwg Mon Jul 09 08:43:48 2007 AIKEN ~ YELLE PA S~~. -N- w ~ ~ w ti~ ti~ m ~z•5~ O s •S98~1 c n c~ ~ Keyway o 8 ~ ~ ~ 0~ ~ ~ ~ TyP W O w' w ~ 3'-0~ 11'-9'° 11'-9'" 3'-0'" ' V ~ Ty° v s v I ti N A C/S2 c Z ~ ~ ~ ~ 'v y ~o ~ I y o~ 5' 0'" j• n 4'-6 ~ 6 Keywoy O C j 0~~ 6 cl% » Grout 0 0 , ~ ~ ~ o p a N ~ c ~ j~ ti. ~ ~ ~ O C ti , o.o ~ p I~ - ~i9' ~~b 00 26Q1¢~ 0 0 P A Joe a v " a ~ ~ -ta a y c~ r ~J~ i y a ~ 1 c~D j O ~ O d. n O 5~0~ 5'-0'" I/ories 6'-0" o o \~i~ v n N o ~ _ o ~i 0 ~~i w ~ ~ ~ !i n ~ ~ v J V oo ~ y o ~~y ~ a ~o cp cp I~j p a O O J o O ~ O O n O D c~ Z n o ~ ~ ~ ~ n ~ ~ ~ ~ w . •IAT//'~L ~ RALEIGH NORTH CAROLINA - Tom°' C0 N rroviaea Locaiiyvy. 7 ,•W 11~9; *2005, The design and information shown on this drawing is provided as a servic ~ BRIDGETEK 2 caa?tractorby CON/SPAN O Bridge Systems Ltd. No part of this drawing maybe D~ = SPAP" 3 manner without the prior written automation of CON/SPAN C Bndge Systems L 10GE SYSTEMS ~d~~'? of this drawing is done at the user's own risk and the user agrees to In, R a service to the project owner, engineer and may be used, reproduced, or modified in any ystems Ltd. Any such use, reproduction, or rrees to indemnify, defend and hold harmless CEADAR BRIDG Rl DiGE SUBDIVISION 3100 Research Blvd. P. 0. Box 20266 0j NORTH CAROLINA 4 CON/SPANS Bridge Systems Ltd, from and againstanyand a!l claims, liability, '6 Dayton, Ohio 45420-0266 5 reasonable attorneys fees, arising from such use, reproduction or modification. liability, and expense, including, but not limited to, cation. t IRGINIA WATER DR/VE ofik" (8U0) 52&3999 igg 6 /fdiscaspancies between the suppliedinformadon and actual field coRdidons are e 33 (937) 254-8365 FAX disc~pancies must be imported to CON/SPANS Bridge Systems Ltd., immediat 20 (7U4) 548-8586 FAX 919359= X038 7 CON/SPAN0 Brialge Systems Lb! accepts no %abi%ty for designs based on inac 'O1 (916) 787-8723 FAX No. Date )ns are encountered as site work progresses.. these oayron, off (07) 2s42233 77mediately for re-evaluation of the design. on inaccurate informaf'on supplied by others. WESTERN BRIDGE C'a'~~, "C (704) 20 Sacramento, CA (916) 787-8701 7atents pending and Trademarks. A/hany, NY (518)371-2871 71 (518J 377 2872 FAX REV/SIGNS The CON/SPANS Bridge System is protected by one or more patents, patents k t= 0:\sdskdsgn\proj\CEDAR\BRIOGE\l4ACA0-12837-E-IN-A-EMl.-A04.dwg Fri Jun 29 l0: 40: 52 2007 i i TYP ~ ~ o 3'-0 4~ 2» ~~~_10» °a ~ o o, o O k ~ ~ ~ ~ ~ ~y~ 0~~.~ o, ~ ~ ~ ~ cu Q n o ~ c~ cD ~ J ~Q O ~ C Q O ~ ~o °j°'~~ o O O ' 1' a a j ~ C ~ / o ~ i~ ~ ~ ~ I ~ ~ ~ ~ r- ° a ~ ~ n - - - - - - - c~ ~ ~ ~ ~ ~ N \ ~ ° ~ ~ i I \ ~ o a N o~ I` \N ~~v I.~ ..,lam I--~ ~ w O ` O. ~ ~ ~ ~ Q 44- o v 3~ 4 ~ rn ~ ' Zz Q O ~ (,~1 p~ ~w ~ Q ~D ~ Q Q Z ~ ~ m` 1 ~ ~ w I CDQ, ~ ~ ~ Q ~ I ( ~ CD a ~ ~ ~ ~ ~ ~ ~ ~ rn ~ O ~j a L ~ ~ O - - - - - Q ~ ~ ~ ~ ~ I ~ I ~ ~ O ~ cD Z ~ ~ ~ ~ D ~ ~ ~ ~ ~ ~ QQ ~ 1 ~ ~ ~l Q C ~ I ~I ~ ~ ~I ~ ~ I TYP 4' 77" ~ 14,_9" 2'-6 ~ ~ ~ w ~ ~ ~ i` ~ ~ o O o ~ ~o a , ° ~ o o s ~ x ~ ~ ~ z ~.o,~o °'cn ~ ~ „ c~ ~ I I rn ~ Q~ o I ~ ~ o~ o ~ ~ ~ Zao ~ \ n ~ v o ~ 2'-6" TYP 4'-17" ~ 15~ 6~~ o i i c >c ° I cu o ~ k ~ i i i GPI -1 y ` ~ o ( ~ g i i , .p x r v p c~ ~ I ~ ~ ~ ~ v Q Vj ~ ~ ~ 0 -I~ ~ y ~ n Z -f~ ~ ~ ~ O ~ 1 ~j O p p; ~ Q i ~D C ~ ~ cp O Q ~ ~ ~ ~D ~ C (p ~h i~ ~ A ~ C i ~ o cu cn ` I O' ~ ~ ~ ~ I ~a Q a I / ~ ~ ~ ~ ~ ~ I / / o ° ~ ~ ~ I o ~ i ~ I o I` o ~ O Q I `A ~ D ~ Z Cb ~ ~ ~ ~ O \ ~ CX. 1 ~ rn~ Z ~ O N o; ~ ~ ~ O p \ C~1 n ~ ~ - - ~ y e \ O ~ ~ ~ ~ L ~ ~ o a ~ n ~ ~ ~ ~ o• „v>: ~ 1 3 -0 ~ r~ Provided Locally by." I NOT/CE m 20051 The design and information shown on this drawing is provided as a service to the pr BRIDGETEK 2 contractor by CON/SPAN 0 Bridge Systems LM. No part of this drawing maybe used, ,ep,~o the project owner, engineer and R4LElGH NORTH CAROLINA d, reproduced, or modified in any CON )N PAP" ~ 3 manner wrNiout the prior mitten authorization of CON/SPAN @ Badge Systems Ltd. Any such i 4ny such use, reproduction, or G E SYSTEMS rr?adfi~hon of this drawing is done at the user's own risk and the user agrees to indemnify, de NORTH CAROLINA 4 CONISPANS Bridge Systems Ltd. from and againstanyand all claims, liability, and expense, ?nnify, defend and hold harmless expense, including, but not limited to, R/DGE S'UBD/V/S/ON B R I D G E CEDAR 3100 Research Blvd. P. 0. Box 20266 Dayt ~ VIRGINA WATER DRIVE Dayton, Ohio 4542Q0266 5 reasonable at~omeys fees, arising from such use, production or modica~on. oftes (800) 5216-3999 6 /fdiscrepancfes b8imn the supplied infionnatlon anro?actual field aondlbons are encountered a (937) 254-8365 FAX disaspancies must be reported to CON/SPAN0 Bridge Systems Ltd.., immediately for re-evali ?untered as site work progresses, these or re-evaluation of the design. ,Daylon, (937)254-2233 ite information supplied by others. Charlotte, NC (704) 5488420 (704) 5' FAX 919459-1038 7 CON/SPAN0 Bridge Systems LM. accepts no%abilfly f+vrdesigns based on inaccurate infvmt (916) 7878723 FAX ft. Date WESTERN BRIDiGE Sacramentp, CA (976) 787,8701 Albany, NY (518) 3712871 (578) 3712872 FAX REVISIONS The CON/SPAN0 Bridge System is protected by one amore patents, patents pendIng and Ti ?ing and Trademarks. 0:\sdskdsgn\proj\CEDAR\BRIDGE\14ACA0-12837-E-IN-A-EML-A04.dwg Fri Jun 29 10:41:10 2007 10 Q y ~ V 'ccna c~, c~, is ~ ~ ~ w w w w ~ ~ N y o o ~ ~ z a a ~ ~ ~ m m ~ 3 ~ m ~a~ ~ n, Q g a~ ~ Q~ o ~ ~ ~ ~ ~ ~G ~ ~ ~ ~ o ~ m = ~ ~ ~ ~ a ~ ~ ~ ~ ~ ~ c ~ m o ~a 8' 3, c~' n ~ ~ ~ vim, O~cD~o ~ .~n ~ a ~ ~ ~ ~ g ,m coo ~ ~ ~ g ~i ~ ~3~ as ~ o~ O $'m ~ ~ y a v~ ~ ~ y ~ ~ ~ a~~ ~~1 ~ ~ ~ M ~ ~ ~ ~ ~ j ~ Sot a ~ ~ ~ $ ~ ~~.~g w~ W as ~ a~ y$~~... is ~ .ta~i ~ 8 ~ g, o~ m y ~ ~ 6 (b ~(Q c ~ ~3 3~ a c. o c ~ ~ N as ~c ~ ~ T 3 ~ Q M ~ ~ ~ ~ ~ ~ M ~ ~ ~ ~ ~ y~p ~ a ~T.~ p ~ ~ g v, a~ i~ per. ~ ~p~ ~ `5~ O, y ~ ~S C y~~ `O a~ ~ z~ ~ y ~ ~ ~ ~ a ~ ~ ~ ~ ~3 ~ ~ a ~ ~ g c~ ~ ~ ~ ~ ? t7,' ~ ~ cQ ~ ~ m to y ~ Al ~ ~i O/ O1 W O~ ~ m ~ ~ 3 ~ ~ mom' o~.~i ~ $ ~ c~ g ~ ~ ~ ~ ~ a ao V ~I m ~ N A 'thy N ~ V ~ o m V V V V ~1 ~1 ~ (q 1~ ~ N v v v v v v ~ ~ N~~ g $ n1 O g o~ c~ is W N ~ G) ~ o~ ~5' ~ g ~~s 2!' 3• 7G) . o ~ ~ ~ ~ .,~i ~~`m ooh ~ ~ ~ ~ ~ 3 0 ~ 3~ a•o ~ ~ ~,3 t to ~ ~ g, ~ ~ ~ ~ ~ ~ 3 c~' ~ v`°, ~ ~ nl ~ ~ ~ ab~f ~ , y `gam v a N rt7i Q al O~ 8' ~ ~ q~ ~ ~ ~ C 3~i Z, o$ v~ a O w ~I w `o Q. c~• ~ ~ ` o, 3 m g m ~ ~ ~ ~ ~p~j vim, ~ 4 ~ o~ j ~ ~ y ~ ~ ~ ~ 3 ~ , ~ ~ ~ ~ ~ ? `5. 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X aln~~ u a ~ Q m ~m tS 0o y c o~ ~ ~ r, ~ o ~y O ~Q' ~~o'~' g~ ay ~ o ~ ~ ~ ~ a o o M C ~ ~ s p~~ ~ 01 r, M ril ~i. ~ ~ c~ p t~ ~ m W y~ ~Q W a M n r~ a'~' ~n~i ' ~ 3' c ' ~ ~g^'' ~ g nom, `D ~n ~ ~ ~ ~ ~~~0' ~ 2 ~3. cg~,~ ~g~°~`D~~~~ 'yam o: ~ S ~ O ry ~ ~ A` V t~D F~ n b O n fq N v~ y A ~$~A W ~~v~ t~ a .~a ~(~3 ~ ~y Q ~o N N N ti m ~ r ~~i~~ any m ~ °1 ~ w N ~ W 3 ~ ~Z "Q ~ ~ ~ ~ g~~ o~ ~ v In I~ ~ O A~~ ~ ~ ~ ~ ~ N v ~ ~ ~ ~ ~ N~ C ~ ~j C ~ m ~ ~ ~~a~~~ ~ ~ ~ ? 3 m g , ~ Z ~ i~ a~'ymm~a ~ 3 ~ ~ b = Z~°Z~~y ~ m s ~y~~ ~ r, ~ o $ O i. $ g, ~ r ~ ~ ~~~a ~ ~ ~ a' 2 ~v o i ; ~ Fill Height~~' ~ c"' 6 ~ ~ ~ ~ ~ Q ~ m v ~ ~ ~~y^~;~~ m ~ ~ ~ a ~ ~ ~ ~ ~ ~ r' ~ n=i 3 O~ I.~ Rise C.BZ. Limits ~ ~ m ~ ~ m ~ ~~m ~~x ~ m C ~ ~ m~~~~~ C s~eeaote-2 3 ~ `'3a o ~ ~ cv~ ~i X11 ~ A ~Q ~ ~ 001 ~ ,~i' ~ ~ ~ Zo~o~~ y o`~ ~ ~ can ,o ( Am ~ m a ~~$oo~ +~a ? a ~ a. 2 n n ~~~~a ~ o. ~ ~ g~ ~~~=a, ~ v, moo ~o~=t2n o ~ ,boo ~ o .i. rr Ot ~ W Ct `'C ~~mo ° n o~~ ~,o~ ~ ~ S~ CD ~ ~ ~ ~ ~ 3~ ~ j ~ C z ~ ~ ~0 ~ ~ 3' ~t ~ ~ ~ m m ~E ~~o ~ a N ~~3 ~ ~ ~ ~ m ~ ~ ~ v A ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~i RALEIGH NORTH CAROLINA Provided Locally by.- ~ NOTICE o 2005. The din and rnfnrmabon shown on this drewi'rng is provided as a service to the project o ~ BRIDGETEK 2 contractor by CON/SPAN 0 Bridge Systems Ltd. No part of this drawing maybe used, reproduce V . s 3 manner without the prior written authorization ofCON/SPAN0 Brides Systems LM. Any such use, project owner, engineer and N ~ rcN O !E ?produced, ormod` ?ed in any such use, reproduction, or E SYSTEMS modfficaMon oithis drawing is done at the user's own risk and the user agrves to indemnify, defend NORTH CAROL/NA 4 CON/SPANm Badge Systems Ltd from and against anyand all claims, liability, and expense, ind 7ayton, Ohio 45420-0266 5 reasonable atilorrteys fees, arising from such use, reproducfion ormodicabon. defend and hold harmless CEDAR RIDGE SUBDIVISION BRIDGE S 3100 Research Blvd. P.O. Box 20266 Dayton, i ense, including, but not limited to, Ofikw (WO) VIRGINIj WATER DRIVE 6 /fd1saepancfes between the supplned informabmn and actual field conditions ans encountered as sit (937) 254-8365 FAX discrepanaes must be imported to CON/SPAN0 Bridge Systems Ltd., immediately /vrre-eva/uali (7~) 548-8586 FAX 97 CON/SPAN0 Bridge Systems Ltd. accepts no liability fordesigns based on Inaccurate information ,red as site work progresses, these DaJbn. OH (937)254-2233y ~ WESTERN BRIDGE C'a'fofte, "C (704) 5M-&20 evaluation of the design. Sacramento, CA (916) 787-8709 Oormation supplied by others. Albany, NY (518)371-2871 ( (916) 787-8723 FAX No. Date The CON/SPAN0 Bridge System is by patents, rig (578) 371-2872 FAX REVISIONS jD"~~~°' b one or more pe"°'; and r~ qnd Trademarks.