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05001_DRDT (2)SEC 24, TWP 11 N, RGE 1 E, W.M. SPUR]I DRAINAGE DESIGN hIANtiAI F[G B2 STORV4 DRALVAGE DESIGN V'fA6IlAL F~;q." ~ ~ ,~ R,,l' ~ rt x,, ..x., newre ire. , _._.,.. ,a rear o ye y fi P ,. r~G B6 OD FrD 9°CJ PC c~~'. dNS rcpo.e. w I arc. r xuxn e raa prslsx u+ht.~ ~h~i¢e. _w easx r s ar e era prsuh xs~ fps -= FI TER F~B~IC FENC )ET IL ~ IN_ET ~ED IJ_~T -~~TECTIC'N SPOP,11 DRAINAGE DESIGN MANL91 F_E E1S t~j ,~~ 9,fk I,\ ~ ~~r~v ~Ti~ ~ Q. rWU/ ~' / v rt.,w,rvr.s I \,Pi tEAw=. 6 7llre: S .E n'el:R pfSl; 14h1.t ~~tLw ~ ns ~ CEO ~o~° ku~TloN EI~rR~~~_ SiANCNRD E70SICV CCNiROL NCiES st ram: I rue :.-mlbp :.~~ a nl~,q. A h. N s~ sP sap d I prsttpt dd t tr d( t7fi m ai ud Id pp ilya h o op : r tat dplpn and 4 W id be 9th ilc hd' 1 S pc f s mud - d qt m pIp b nh Gt h y- 'e ipl tl nl'hl gt hg f r ~. nd't m t h " ran II-at t d ~p 75 h d ih g 1 g d o m ~dt gA flt fb' hllb lard t . In h m me mdEe mall d< e~c a i m f h :1 salad more Aan lfi anal E tr g ,..rd wnc~e ' imnc shall npl be doplef b eve rg Ireee A Wvs~ a ~. strmyA illiar taerta end dose pool spadpg : uez. -~~ =.rpwt fmoa nay be elm Toted, ch t -'. ill =._ rued d'reslly to Ne pods N II A .... mom -:et ,pplAnq. ~ tIt t:- Ies~ shall nor be ampwd deipm Ne upsm,c a -~ -ps d p. -,tly atcel'am, fi Flt '::' h II h p tetl Imm d t ly It . In d t -~d:is~d '. 4 d''ICll.:j 'tl 'shall ca made ,.:ut,y InIA Hatartmn I Plpoe roooate dlpcb Imgmvse on Thar d Ma pwmeter of Pe'nlet :o IhA Ae Gen tl f upward, The sods of ptlpewl beam Apll char The ~elgtt c` Ih<tcrtle~ son de vned, dependlny on dengn needs, by slpcklrq comb'm:1.. cl 61akf That ore l'nms, pnd'f lathes olds, "AS row c`. ow; =.~pll ~_. of least If pQa d i 9 1 ih fl' h h s Plpa Wa m< h m t d n' I I Ix pnaeta blacks i p i d i b' g tl M1 3h iw hamnore son m h A I/ PIs alma pad : Ae rers urea p t,< IG m A..h~f .. ~t/ -I 2 nor gvvd. w Puree na mesh era me drG'met ee rr A . ~ d A un ail libpd h d Im 'III t J r tl~~ nom or spRpap I h th /t ' h G I tr sU'p m reeth s ®pry pwdG ms nFps PI a b' e mem. Plpse 7/a'~m qaM p.r us ~ ~e mem ~ d v h n I ss pt least 17 -oche o,w Ma aolre plat Gm6g, -de tl t e s,n...yond Ma Inlet ppenlny at oast IB Inches en all sda. fi.lf the stone inter dewvn cloNetl wlh ttGnmL :~e scone mue_,e puIIW arty ham ih¢ Inlet and bevetl er replaced, CmslwAiz fotrmaa: I. Npnrlol moll be d' m h" quarry cols and m.y de cop-0raseatl rflt~ I" tp 7' rod. 2 me rod pad shall be et lepal'P InQee Mlek and 100 Tort long. 4'7:~ Aall de Ae NII wldtl' of the vmlce Irgras and egras pap. Ann e pods may Ce approved for ai^qle-mmily r<aheoilol and oral oomme:: sires. 7. hdditlmn raY s,all de adkd senWisdly to mpintpln proper mro'r of the pad. 4 It.he pad lase ,pi adapppiel, rmnp,a Aa mid fwp Ae ~m nP WhedR Ne ivheelf moll de bola Af ddae the while enen o pai~ei eUeA. Ae wpm'ng s,pll Ce do,e on on crap cpwrM wih cvshed :,, pnd rpph wmar ehpu nab m p .dmal a:mupn moray pr mrppgr ;ut teats i p I SI dale I Ac pl alb bl d t pl t g U d ~d lyd. \ 21 Y t tl I .~ p p ~.I~ p Id zrv I hl t h an d A b9 I ~ 11 I Ih 1 m D O-: 3 d P d d] ' 4P PY-.t p ~ dip dtlle t m pp[:-1 . ~~ J or. HWroaaNng, I Red m stare shall d¢ wdrtl tin to ih¢ G91 i pp I d t II Oa pppl etl et Ae ate reccmmendS by Pe f i 2 For zed dads planted detweev onma 71 d Pp 17fi g - me aed dd rl b y ~e.g, yeotes4l Nl 6 I pl 9) 3. Sred tad ph telbl' NyI dOlm 31 II q' qt doA 'm ryl lst dp tiA I I m. 4Bl dlg' I dd n H b<I grm'ent lar<vs ' t p. dY R I I p dare and satl'mant dl SID cbx sh I d fi ih f tly fi n f l' g rPoce gh ' g Pets II l l p t' s t ght gl t m dG. fi. fall eas vet d d 'gt PN' d ' mpunm used mall de Ana im eGwll, dq nt to wale dOd'b qod satlaom apd Npwment: I~mnldamampemiaapKhrrewlmm t -,n i,e I'ne o' cuing, Meoeuremente br Adne h II I d I and march. 7 SiaptloM flea wailppa of sad stall de fir g ugh m, .- n.'r n xeght pnd retdn Aar ate pnd shape eh sserded „ ; - .n. si pre3 Pont sei'm sod oral not de hated a trpoNlp,ta m ' mh mRS~I ~areAwly n, pr r<t~ may pdwaely p,en ~ I a. apd oral de harws~.ed, deleaed apd Ipsulmd wlAm q pe~atl m ss hears ID' 61aRL>E3 s>RIP r PAVEMENT SEC10N iCP CF SDD SHALL 6E 1 6Eb:'N i0F GF AC ~ FILTER FABRIC OVER i0F AVD AEON ~SICES ~F nILEiY F B I AY 04M _~. 0 I M N LINE VVITd 6 SANDY ~ v r~ - r "2W ~IIN,~A DPI ~ ~ w 'nR MAR..LOPE MARAFl MsF lyly aR EauAL aN v/'~ rDP ANC soES a TRENCH ~. 4 I-I/T i0 B-1/2"~ WASH.D DRAIN ROCK i ~ ' 12" PVC'IP6 Vdll 1/2" PERFDRA-ONS DRILLED~~ /, r~ i PEAK SiACE = J4284 VERY 2 OC. CPJIL HOIF e: AFARi, L1Y PIPE ~~ 6011061 CF TRENCH = 34200 6'ITH HCL <. 5' DFF DF VERi, I6=74290 ~JNGDMFAGiED NANVE SOIL TYPICRL BIOFlLTER STRIP DETRIL W1TH DRAINROCK GALEERY/TRENCH V. i,S. SEi RIM Ai 1NISHED CNADE ~ LAV,S7APE FlNISEC CRADE LI II l i, OPENING IN LIC FCR USE 171 Au -~~ OF 'dANHOLE HOOK IS vdll ~'y RECUIRED. ' I J6 0 d J FaNCOR ~DPE-LOK TEE WEIL WNPACiED Flu FOR 4PPRWEO EQUAL_ I~ I~ 4 WEi'lAULi PIPE iI I III ACCESS RISER DETRIL Nis. ~4 ~ RIMC ~4 D FlwsiED cRAD= tzar D I' 4 ~I RIMC ~as,Bo A.35S~11 ~ 4 ~ RISER ~`NA- i 2"M PVC ~ VE fiACNFl11~ /y r 5-0.026 Fi/Fi I ,. 170PVC~ ~ ~ ~, , , ~I EL60P . t ~ /\ ~ /t 4 LF IP"o P'JC /\ o 'NS. ELEV = 343.10 ®~0~0' Fi. FL _= 31320 IE - 54310 1' DEwsroPAS6 ~ ~ ~' MINIMUM 6" OF 1-I%f i0 2~" a-~ny~~i~y _=S~7oD /2 "NvSH~D iCCK AROJND 40 LF 4'M ADS'WE-'JADLi 2 PIPE (i'rP ~ 60ii0M ELEI 7401: BMA: ALL WENAVIi PIPE SEAMS MUST BE SEAIED ANOiHE PIPE MUST BE PRESYJRE 1<SIED PER CITY STANDARDS PPoDR i0 FlNPL UNOISNRBED ACCEPTANCE. NAi11E SOIL WATER QUALITY WENAU~T DETAIL N,r,s. 3 0 0M y 7a Of 2~ ~ ~2 m Wi F jJ m f W W W =N tW z o° ~ s Z ~Q u 7. Ha z NN E J p 5 1~ 5 W~ ~~ ~ _"~ F E 4~ \ N ~ ~ F Z \ f a U u1 dERM,My ILLN~~~A Y ~U ~Igti~ 7!4! ~xw¢5", ©PLLT 1P:1Ppi N 0 E A am ~ a m °n°n53e v"; o°E .... m N F c a~ u u } - J Oc ;:B NLINBEfl. CS001 Ni:N\G VpME: osrf oRDr C2e4 sxsa(~. fi rc 10