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Packet 01-24-08
u u u o o o D o o o o o D o o I U Ie '0 I I ~ I f .,/. t RECEIVED " ,,\~' . JAN J 4 2008 ... \"' __ DOGS '" MIKE'S CARW ASH - MICHIGAN ROAD ADLS/DP APPLICATION Docket No. 07090014 ADLS/DP City of Carmel Plan Commission Hearing 6:00 pm Thursday, January 24, 2008 Applicant: Mike's Carvvash c/o Bill Dahm Attorney: Nelson & Frankenberger c/o James E. Shinaver 844-0106 \. ~ , ,... D U o D o o D o U D o o o o o o u o I C TABLE OF CONTENTS 1. Explanation 2. Aerial Photograph with Site Plan 3. Colored Site Plan with landscaping and Black and White Site Plan 4. Building Elevations 5. Landscape Plans 6. Signage Renderings 7. Photometric Lighting Plan and Cut Sheets of Proposed Site Lighting 8. Photographs of vacuum equipment and vending equipment 9. Development Plans o 'u I 'u o U D D o o [J D o D D o o o D o EXPLANATION OF REQUEST The Applicant, Mike's Car Wash Inc., ("Mike's"), is the owner of a parcel of real estate that is located south of 1 06th Street and west of and adjacent to Michigan Road. The real estate consists of approximately 1.07 acres and is an out-lot located in a platted conunercial/office development known as "Weston Commercial Park", Immediately north of and adjacent to the property is a National Bank of Indianapolis branch of lice and further north ofthe property across 106tl1 Street is the Pearson Ford car dealership. The recently approved L.A. Fitness building will be located west of and adjacent to the site and other retail, commercial and office uses surround the site. Mike's currently has a facility on Rangeline Road in downtown Cannel and has been an active participant in supporting the Carmel community. Mikes's desires to construct on the Michigan Road property a full service car wash facility. The underlying zoning for the real estate, which is 1-1 Industrial, permits by right a full service car wash facility such as Mike's. As part of the approval process for constructing the facility, Mike's requires ADLS and Development Plan Approval. This matter was presented to the full Plan Commission on November 20th and then it appeared before the Special Studies Committee on January 8th for additional review. The Special Studies Conunittee completed their review and this matter is now returning to the full Plan Commission on January 24th for final vote. In the Applicant's opinion, this proposal was well received by the Plan Commission at the November 20th meeting and by a majority of the Special Studies Committee members at the January 8th Committee meeting. During the November 20th Plan Commission meeting, the primary issue of concern expressed by some of the Plan Commission members pertained to safe site circulation and stacking capability. As a result of the concerns expressed on these issues, the Applicant re-evaluated the site layout and re-analyzed the site circulation issues and stacking capability. Included within this brochure are revised plans that address these concerns. These revised plans were reviewed with the Special Studies Committee on January 8th. In order to create more stacking capability and to enhance site circulation and safety issues, the main car wash facility was relocated from the northern portion of the site to the center of the site. In addition, the self-service vacuum facilities were then moved from the center of the site to the northern portion of the property. These changes increased stacking capability and provided for safer site circulation. Further, "enter" and "exit" signs will be placed in strategic locations to provide additional notice and Mike's wi]] paint on the asphalt directional arrows at strategic locations to provide further notice of how the traffic should circulate on the site. In order to accomplish the changes outlined above, Mike's decided to spend additional monies to relocate a county drainage easement so that it is entirely within the nOlthern right of way. This will allow the more substantial landscaping and plantings in the northwestern portion of the site. Previously, this area contained mostly grassy and perennial plantings due to the fact that this drainage easement was partially located on the site. However, because this easement will be relocated, Mike's will be able to plant trees and bushes in northwestern portion of the property. o D [J U o U U o o o [J ID ID U D o o D o As we.continued to fe-analyze the project, Mike's also determined that it is not in a position to introduce onto this site the new vacuum hose concept that was described at the November 20th Plan Conunission meeting. Since Mike's constructs all of it's own equipment, it requires additional time to study and design this new vacuuming system. As a result, Mike's desires to use the same type of vacuum equipment that was approved for the Rangeline Road facility. Also, as explained at the November 20th Plan Commission meeting, in order to address buffering from Michigan Road, Mike's has obtained from the Indiana Department of Transportation ("lNDOT") permission to encroach into their right of way. This right of way is located on the eastern portion of the site adjacent to Michigan Road and the Applicant has obtained lNDOT's permission to install a planting berm and additional trees and bushes in this right of way area. This will provide considerable screening from Michigan Road. In addition to ADLS and DP approval, Mike's will be appearing before the Board of Zoning Appeals for variances related to certain developmental, landscaping and signage requirements. We look forward to presenting this to the Plan Commission at the January 24th meeting. A..- _1'::, ''\i ;' > .... "'"' ~ " . .....f \. .~. ----....... r...,....",..---, ./'"'--..... V" ~ '''~:: "ON,,-n."""'.. '- ~ ~ ///.. ," .:, \. ,~' """"""'I .~~~... '-.~~"';l~ >(if:;'"" l' .. ~ ",[G_.;.~':'l,'(JPJ.' t,. gc u,ij "'0 ""~ , _ ~ ,j / /--;.~ "> .r- - ~h ,0;. .. ~.~ . Ii ! J;; - '.. 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FilU;}-r-AIN hi26.~ 10 17i~eNrJIAL 2~ 115111 L- 'Df1t.rJl':. --(rtees- 2D --iOtAL- IJ!aJAMeN'O"L --fu1x6 I"" 101'41..- t;'r\I2ue'S-- 1'1.) -r6~L- /'>i":A0'~b! ~~,.j.JIt.L 1ie;;1.I1=e? c;lZAWIJb I- 7 "2007- OII:'AWJ BY rvllLeG- t::'1.O~iU~ I I h f ~f"j)JZrcD 61~ jl) lliTI~~ ~A, r. fHli8l~';' 49' ~.,I\?lo' ' 1 NO!<1\--l Gmr- ~}J Y D V ~ r ' 7 INC. -=:J1:=:C111!!:1-=:Jt::J-=:=l~~-=:J~I!!:]C::I:::1c:::!~t::::Jc::c::J 3~O"x 33~4"=100rp 6' -----=---- r >1 ------- 3;3' 4" :3{3' ~ ~Dl~ ~ DDDDD DD DO DD 00 TUNNEL ENTRANCE Scale 1/8"= 1'-0" Michigan Rd. -=:Jt=Jt:::J-=:JII::]a:::JI::JI::J-=:)II:::Ir::=Jr::::Jr::::::J~~I::=:Ja:::::JI::Jt:=l 5';3" 4'5" 6';3" .. ~ .. 1:-... .. .. ~ t<J .. .. ~ (1) 4' 5" Single face lighted Menu sign=15.82r:f:l Michigan Rd. t3cale: 1~"=1-lJ" Single face lighted Ticket Book sign=15.82r:fJ L-.1 L...J L.....J I:::::r- L..:J c:J-I::J-1::J t-J L.....J L....J IE:.....J L-I C]---.:::J t.:.....,; L.....:I::J- l' 0" / " I" /1 .' l' 0" " I~ /'1 2' 8" ~< l S-I .. ! ~J/ A\- I 2'8" .. .. 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't~:\ "~" \:~,._~./.' ,.;;z,:-::-:::~' ~;;-~...- .....~"~. --' ':,' \,\ 'il, /'-;:7 .\:;~fi:lr/.i' \'" ", \ I R!'Ni~j[Jl1S Revisiol"l Nates. I Rev~ Date "" I C 1I19107' WCP I D L2 lo;G7' we!> ! ~~ ~-~ ----~_/ I GREENBRIAR FLAT LENS SITE LIGHTING NOTES: 1. UGHT POLES ARE 18' TALL MOUNTED ON BASES 2' ABOVE ~RADE. FIXTURE HEIGHT IS 20' A.F,G. 2. LIGHT LEVELS AT INITIAL LEVEL AND CALCULATED 3' A.F.G, 3. PERIMETER UGHT FIXTURES HAVE FIELD INSTALLED GLARE SHIELDS. , ~ \. \ \ , , .~. \ 4.' Footcandle levels at the property line or roadway will not exceed 0.3 footcandles based on this plan. Other sources of light are not included in this photometric. ":~, . \ \~~ \, \. \\ ~ :. 'i\ ~ \ ~\ \. \ \ 5.The LSI Greenbriar Light Fixtures have flat lenses and meet the following criteria: The Illuminating Engineering Society of North America (IESNA*) classifies full cutoff as:'a light fixture where no candela (light) occurs at or above an angle of 900 above nadir (00). Additionally, the candela per 1000 lamp lumens does not exceed 100 (10%) at a vertical angle 800 above nadir, This applies to all lateral angles around the luminaire. LSI flat-lensed fixtures meet or exceed IESNA full cutoff classification. ,\ i\ \ \ T, \ '\ \ -,~ ~ l Statisticat Area SlJmmary Label Numeric Summary Label Colcl't< CaIcType lllumlnance \ \ \\. \ \'. \'-:':i , ~. ., \ \:>, " \', '.\ t'.... ,', " I ,,'\ ", \' ;,~, \ \ . \\ CBA1C INC. -'i85~ KOPETSKY DRIVE ~-G [i'iDIItNAPOLJSIN~2l:i' . nL~lJ-;oro.m~m..;g)-fiJl5 UGHTING LAYOUT FOR USE "GFR" HOUSING AND REF-LECTORS MIKES CARWASH l06th & MIa-lIGAN w 15 MINI t-'!ONTERY-175.MH - WAlL. UGHT I ,lG SCALE: 1" 20' C-I-tSS 1 SSOBO-SI1G $.IB.SBC lS' I G FR~ FP-4t:lO-M H R "F. r., SS~ I 45, STARTING DATE I SSOeo-Sl1G-D I.eO~ 18-5oc GFR-FP"--4(jO-MHf{"f.(HSS~ lQ.-26 (17 8Y:Wcr A.-HSS 7 lB' 1 < 904 G . 55080 S11G-T9Q--1EJ.5BC IS' L , 3 1356 =B20330 TIl'E Ol'l POLE ~IEIGHT TY BRACKET my OTHER OTY FIXTURE ol'l WATTSlASXV8L Y ASSEMBLY AS$EMBUES Ei\CH CONSISTING OF: BIU OF MATERlALl;) TOTAL WATTS infn""'mr;nr ~ l3o,od en ll1& Informotlon..P.r.?~. ~ If..~",. ,acd luminlire .1;:j,ql~. =~~m;'~"\l,";1o~lro".~ "'J:l'lueg;.:a~1 ''''di~. mu3\ J);i'",ii't)t,tl ~\1'JI9I"~ ~1~~.m~'.Ni'~~~o-Ilrifd,~ W:~,tv = 1n"'.I"$r'K:d'~~=ri~r'aar\l~~~"::iWlr'(~~m~imdreg;1" to c:= c; c:= 0' CJ c=J t c=J c; c=; CJ '~ (,((LONE t ~ c:J 13 >14" I ~ ..... ~ CY1422 . CY1423 . CY1424 bras~ lXlllpel bar1~ IJ and r' t L\ '-t'''-,','''''''--, -,~, ' J ~ " ( \ -~bt CY1425 ! 'I' ' /L~_ n,n,) ~~ CY1426 . CY1427 . CY1428 or3!OS chrome copper b"nlj band S:l,'J Weigll!: 37 Ibs EPA 235 sq.fl Slip fit an 4"0 x J" long lenon <Y<lON'1' CyeloM Ughll~g ln~ te:; jJSlJ/ 436.55-0~ la...: (45DI4J~1['\11 if1r-o@c~11l [1 ~Iignlif'!lf, C~jJ' C=-:J c=J c=J CJ L I CJ c== ~h ~~ ~ ~l"4~~.: ~_:;,~~; ~~~~. ~ ~ =.: ~_~QESCRIJmO~"ffi ut. :.. ~-~_ ~~:_ . :~::: ~ ": ~.~~:"~: A lumirn:ws -prisrnalic acrylic heed, fJpS ar; Inje~\i()-n.molded ~'essel. T~~ 1'.85521 is tlqll~p,ped willi;'1 ~Bl dllJrrllnLJm m?llnlin!j ring & d€Gorative 3rms.. TM ItJiIIll1alrll S€.al-S the oplic en 3 die.cas\ aluminum iilter..8y.a 5lmpl~ qll~,l8-r turn of lne ~1,l:nllnHire, the I'TWlST LOCK!' :n~chfmjsm pr.nnils an c.usy "TOOL-FREE" access to the Iarq) OInd 10 the baHas:componel1ts. The ballasl ClJrnpDnent~ are ilssembieJ on ~ "TOOL, FREE" rernm'Rble Ira}'. ,fC 1"1 ~, ~l~ ':~~:L.J1~\ ",,;?,,- 't"~>:_':::_'i:--~_:"::~1~'lORDERiNG;INFO< ;-. ,<>. ,.' ",' '.it " : '::-'".~ ~filmr (/ ,;1 ,'" J.. tJ :it hi. ~ >.-' _ :M. M 2. F1 Rr<ls" 6~~ft:l'QI11()~~;:~ a~il~je. See fj~~G:l ~bl~~! d~i~;ls F1 ~ :-',1": ".,~_:- _ --=-c. ~jO~[~ _~'f.&' -=." ~"..~': T" ~~~ Refraclo, OiffLlser ~I PR2.PR3 ilfl Pl5 PR4.PR5 louver3 I! Polymer \ ;1/' refractor ' '-..J....J,.,. Diffus., Oiffus~r \lTl GRJ-GR5 iT'r NS5 Glass \ :) flQOpUC \.jj I refracl'Jr \ ; .J "-___jJ ,,,z.~.,-~:~.~::;_.:jl[erfs'_ ,;:", -:,-a-:, , , ,.J LAC:Clesr acrYlic lAP: pOIl{j;acryllc lAO: Opal acrylic lAr: rrosled acrllic LPC CIU'Lpolyaarbon3le lpp:Pond polyeamonale LPO: Opol ""lye1l,;,on"le LPf: Frosle,o Pol/carbonale - . :~,~- - '.~ J,iiriip: ' -;- "r'~" , : - :~_ "~VQkage:&'Balli1si lypl ~.":-~~ ~ Single lap ;12[)1,I, 208V. 217"1, Jd-TV ~nd ~60,V Doublelap)H4IT1::12.D 0; 2-40V}.DTTrt:-:1,2.~ (lr 277'0[) Tfi t-Rp :n4/'!"",t20,2013 cr:24IJV). m'~("'='i2D::2norj.1i7\l'1 Quad lap ,:QTI'r",20; ZOB,'Z~O ,cm\~ HX High readarn;.p, CWA ;t~ld[}--ir.ansi:Grml'lr PS : f\llse- Si<lft '~~.-IH ~-nly) (WI: Is<:lat'9d se..:om:larj "-;.;'-~ '''1~oc~~!,' . " .. ,'. " S1~ Medjurnbase S2: Mogul base c:" ,_,:0, ~ Finishr''';~, -, '" ~" We .:)ffer 190 sla:ndard cQlors b-i:ise-tl on lhe intemaliunally ",r~9"bid RAl en,n, All colers are paly~st'r pOwder coaling and me€t~STM.B-!17ID.1654!D.2247 f~ql.li~erllents.rela1ive II] sail' spray & humidily resistance, ~ '" t:!~: ~, ,Opliarl~ ~.J;l;: ~~ 'o\R '..~. ~ PC Bulton Ilpe,pholocBlI HS House siDa shield TP: Tf:un-per prouf scrEWS FU: fuse and lUs.e t10lder SE; Security tabla TI3C-:T~rminill hlock ~~ ~ ~'_ ;:IliP-<<='LMa~ntEfia.!!~~::;~('(i "",,,",/...} Tool-Free A System <& - Head Module ~, 1.3 - Con, Module @ {J. k- - Baliasl Module @ .!} \P @ - Fitler Mod1JIc> , '(fr:,. R r ; ,:,',,:;1 . I" .- h ~ ,Ii II u, r U' ,~ - nr'I;:~.];;;j:{I~'lrR::t~r."M~14 ~ t_ . !, I..: . - . (\ ,", I \, \ (,. i 1S.2::. \ i C ('"', ';:',' ,~.rt!.d 1 1':- ' -JI ~'v"-- Luminal,., Finial Oplit len, , , lamp ~ So~kaE Color Op!io"s ~. ~ '~'llAC'I'1100Mlj I.~~m .!RAL911051'C!I:J O~l;ll\l ~CJI)IJ,:t.'lIS :r:..'l'o.i&;r-cnl. GV[::'O~ :~!.erf~'S 1M- ii<}~1 t-c rro1 f'! tl1~~ 5-;:0frnoons nr~i"r cir.s'9n .:J1l'~ixlhD IT.:W~~~ d ~~V{>>.i:;s \~t pi:I ~<<ice (:;DrJlUd) ~ ~ D ~ ~ ~ ~ ~ ~ ~ D D U ~ ~ D ~ ~ D ~ ~ a Q ~ D D ~ D ~ U ~ D U U ~ ~ U D w ~ ~ D D Q o ~ u ~ D ~ ~ ~ ~ ~ Q ~ ~ o ~ u o Q ~ o o D I ~.v~ ~ . ~ "'". ~ " ~ D D U ~ ~ U ~ ~ J;:; ,$ II' 1" .. " H ~ ~ e ~ i'Si H~ o.~ ~!-& ~ ~~ 8~ii .2>::-~ 2~~ ~~" .~? i~i ~h ~~i~ ~~=ffi ~ I I ~ ~ , P l ~ ~"I ..s1j=> m MUNlCIP ALJTY: CITY OF CARMEL DEVELOPMENT PLANS FOR MIKElS EXPRESS CARWASH STORE NO. 35-MICH/GAN ROAD DOCKET NO. 07090014 DP/ADLS \ \ \\ " \ \ " \. ONE CIVIC SQUARE CARMEL, IN 46032 JAMES BRAINARD, MAYOR Ph, (317) 571-24D3 FAX 317) 844-3498 OWNER: 10251 HAGUE ROAD INDIANAPOUS, INDIANA 46256 CONTACT: BILL DAHM Phone: (317) 572-9250 Fax' (317) 572-9251 ENGINEER: ~ Cripe -- oJ' Architects + Engineers ~by~!ftiIil'8l 7172 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 \317) 842-6777 FAX (Sl7l 841-4798 L.EaAL.~ PRUPUSI!:U LOT TWo ;.,portirmnflhepmpr;rt)lnfj(jiG....~l'ri'*"~L[,C It. ~oflM~NJlmbn'~-OOlOOO"~'069 S':P:cmbcr~6,ZOW AJWI oflbo Nor1hwel.LQ-<.JMWofS;c'IiM 7, Towmbi~ 11l'fw1h. ~! F~tnrihc Sa:cI:Jdl"tiocipaJ M.eMiM.. ell"\, TCWlWll:ijl, HEmiI,OlI em.~, inrtiam, Wllrr: ~~Iilrl,.-dw:ribN m IblkF\rrl: CvmlDcI\.cir1i;ll tb.Nonhlllffi C.orroc-offlc I'<rth_ QtwU:t c.f se:id ~(2l'I1, i.owcs!ri~ 11 ~onh. Ra.1gll ~ ll:ut;.1.b=celWodhlNd~lrilli~"Il~fMl(~is41f'bcarilJg1.'""wmdfroo1.U<l'VCJ'rt!<<Jnh:.J.;u 1m~,"IlllMcr:ztIQJ.OOIJ~eiQlhom::eIl'~1hI:~oj"Hwlt.'mCoun.ty,I~I_)]:m,O;l ftctislClli \lJ; NOIlh Ui:lolo.ofi=Jldi'/ortbwWl QlwwI-1B llu::...mh-..mem c:ome.-<'lf llo.~'t4-A/:rC ~ll-rhind gmI~ m 1h~ S",~.gC[ndiODA('~Iab:"""".'l=an:la:l....h1zll1omCal:l'Il11llbcr2~"'lwnio.l~~O"""'i~t1a:: fol...........&:O<:VClr~-tt'nb!iC!lmal<m~ ~~oiwi4Slilil:>Opjt;O.;(Iiar;~lhcno:.'hil.." llD.il~ I~ milwWI ~o~ Eulj2.&.lI ti<<~I~wi1h tlu, Wa.1 Liuoc "rWd NcrtJrwc:51 ~f1Wll}tbCllCCI'iartb.U ~~ ~"'minul:l".:'Jl~Ea.lIOO,~fQlIl;(Ihteo)~IillI'lhilS~48ml.1lu~Z9~l1u!:)2"'.9)f...,l;. lfmzr)LI":IJO(:Soums)~~D;lj:llia:l\ltca)"/~..dJl:\1'J.Ill.l.~rut;,fivc)th<=eSootb2l~'ll11i1llltcl. ~I ~d:iEil$l:9fl.j.8_(si.:cJ~~Qo~Oo,tcc.roa)J~t8.o:OUI:ldl_Eul@,II-:21 t'o:o::lb,Ih.clPOrNTOF Ul;o..It-'NIS\JO[1hiI~rio~; [!ieVeD)ilienc:o:-""",-lwu<;SouIlI:Wd~~~1 ~'n..tcl H BCCOO-d5 tm20p~ ~1h09i:CScmh&\l~0'2I1l~IlJ'(';ll42.~W.:!l21~j~fCl:l~;I.l"'tD.l'm~li""uf,.ojJSW:t: ,-.l;lb= Not'tll ~~ ~1~1I1'tirolRS I' nwnds \Io'_J1.11 (ea; dlaIL"", Nonb :m~!&fOCIj-1 El'llmlUiJ, 18 _& Welll Jli1.Jaf~-pamll!lwlu. WoJi..-ahnILi"",; thence Nrnt/12A dt:;gru:.m~~l;.eo;ondo E~j 2!.l! teet; ~N,mh6~ dcgro=&ln;.1\lJW.42 wxmd.1: EutlIL.JO rllCt~dJC\l""Io...;d ",..to:;m I_to wPrnN'TIK' llElH~N1N{j, C<<ltLltlirl~ 1.fl'llTcrIiS,mlH'urkn.- \ \ \ , , \ J\F;.\ '\ 1\ b \\ \\ \\ 1,\ il " 1) , , \\ . /1 \\ 't \ II '\\ 't ~ ,~.' \'"" .../--. -----;;/ ~~~~--- ...-/..---"'- -- \, ~~ \ PROJECT DATA Project Adttruss: CJ5BLiNkl:H:WJROAQ CtlJI.ELIJ~ ~;,:.u:f Ana.: tJJ67+j-),aEJ) . BuiLding Use.- CAIiW"'91 Par!:ttij,i S JnClI's Provided: J Aw:sml" Pa.,..bl'l..g SpilUS: r Toto./- fut~i119 }}rovid~d.. . Lwnm.f Zoning; H ~re ~ M..IM8ERS DO NOT fNCt..UDE '1'HfE p.ARntKJ SPACES wm-I1N THE VAcurn.l1SLANDS AJVD iN FRONT OF . mE DI..IMfSTER INDEX SHT DESCRIPTION \\ ,\ \ ' \\ , , \ , ~, \' \\ \ \ \\ , , \ \ \\ \\ \ \ I II 1\ 1\ I \ \\ \\ , \ \ I \ '~,-_. (~:----~\ ~\ \\ ~//p,; >"'" , I~ ~\ ...-;;- -- '" \~ \ \;. ~_>/;;r' ~ ~~ , '\' \ \ -0, ~;/ """\/ \ , \\, \' \\ " .~;:-" -:(:' "" \ \ \ \1 ~,!I \ ~ \ \\ /: ''',-~...-- ~~\ \ \ \ \-'" \ .,;:/' _/ ",' .;::~' \ \ \ \ \ \\ ,\ ~ _/'{> \ \ \ \ \ '\\ \ ~II < ,;;;'~ ~\ \ \ \ \ ' \\ \ \\ __< ~"I, \.. .. " \ \\ /:.~ ... \~ \ \ \ \ ..--'~ \\ //-";\ \\ \, \ \ \ {(---~'\ \\ \ '\\ \ \ III \ \ II!~\ I \ I I rln: ~ \\~~, I I 1 i \ I ~ =\& \ \ .:::-~~---..~ \ -,~. \ \\\\ \1 \\\ \ \\ \~ .. ~ ~ \ \ '\ \ \ \\ \ \ \\ \ \ \\ \ \\\ , \ \ \ \ \ \\ \ \ ~ \\\ \ \ '\ \\~ \ \ \ \ \\~ .. \\ \ \' , \ \ \\ \ \ \\ \\ \ \~I \ \l ~/ \ l ,,-\",\ II \\ I \'" ,\ \" ~~~') --\ , , (~\~\ iLll \\ \ \ \1 \ '" \ \ ,. , i ~=='\ ~\c-. , . I '(.....' +~\\ I I \ I l~_~dl --\ \ \ CS ClOD Cl0l C201' 0::202 C3DI C4DI C402 C403 C5CJ1 C502 C503 l1Ql CB2033 COVER SHt:ET MAP ~HEET EXISllNG CONDITIONS SITE. PLAN SITE DETAILS GR.~DING PUN ERUSION CON nWL PLAN EROSION CONT,WL NOTES EROSIOI~ CONTROL DETAILS UTILiTY PLAN UTILiTY DETAILS UTiliTY DETAILS LANOSCAPE DESIGN LIGHTING LAYOUT J : i U1J' lU~\ 11ft \ II! ,II ~ BENCHMARKS JllM.11J) s.w, I3GLT OF nRE.HYDR>>1l ON E. S1l':[ or ~tC-I-IIGJ1,t.1 ReAD. 150't s. or 10Eilh STREET, w~ OF WAWREENS (MIQ-{IGAN ROMl PROJECT' [l[\! " 8S5,60 M!.ill A CHISELED ...",. Ofi Tep or c..'URI3 Q~ S. SIiJ-E NORTHWESTERt-J !JR. .300'1. W, o.c l.I:Cl1If.,AN ROAD, I'J. SIDE Cl,Jlie ISl).NO (NJi\.I,NC[ TO ~ORllfl'l[Sl PW.I ru:v " 891.3D ~ A CHISELED ''y,o ON S. SIDE CONe. L1C.HT POlE BAS[ 5. SIDE fEARSO~1 FDRO O"LERSHIP, K SIDE OF With STRH3. E. ~~E ']F (NiR.~CE DRN€-. 4(]Q't 'N. OF i.lICi-lI-IJH.I ReAD. ElIV " 89&.15 CONTACT CO / PERSON FOR ACUlC'1'fCo.NIACT POWER OJ~E-:HR1Et ~UN!m GI,;S VECTREN-cHUCK91!JPPERO IHfP!-1JrfE :'lIC-Jur 1/11: :;J.Bl[W llIi<GI-ffi-I(lI,lS[-,~KIRI:lII.N MltR \'fM WJllr;HP,Ri( SHoc:.4n" 5ANnOO' QAI'"W'/lNShIP P.E~OO,llI\'ASTE ~R~m('- em" WI' OF O'iR"Et-CMY D'Jl&l/t c.R....~f. - cctirm w. S<iRVf)OIH;lNI l'IARD nIYE~G my OFClJ<MEI-,:.I.'l:HJIEL WicBJilDE -uH~~-G 01)' or CI\/f.\lEt ~SIojII~~ SWCD-JOHN$I)..I1l-t URBNlrcRESrER GT'iOF-G.'U1I.IEl-SCOITfflEWfR mrPHON( iI't~-cill \ n5-~~5 .2'iH.27'~ ~2-90n 264-7118 501-4-92(10 571-2<<1 775-8495 57'-2.....' :m-2:~li 77J-2l~1 :?'1-:14fB i~!i~~'"'~ """"JliJJli'''''€i""''' /*1:) ~ ~---- ---~ CRipe TeAM ~17-R4Hm rAX-&4HI9& 1-600-362-5544 t:All TQl fREE 1-600-428-5200 FIJI CJ.LlSOOflIli: nrl~llUN~ PI-ION"E NIJ. FROJ;::CT f.ll,>,~ ~ROJ,CT ENCR PROJEC r SIJR1/E'iOO CAn lIQt (;UllU IY A.SSl.JF:AltCE CHRIS, WISEfJAN, PE 9IR.A fARNY, EI. L~Eo. AI-' TF.!lll'r'MILlffi EO POPS KAREN COLU.'l5, PE 845-1129 6t.J-lI)25 845-7145 M5-7013 8d5-111'1 I j J ~ ~ ~ ~' ~ ~~~~ ! 5h~" .~:;~ ~. ~ ~~~:sg~ >If! N'1 ~~~~ ;~~.i o(ZxCdl ~;d:! .~ ~'o ~ Ei ~~~~ ~<;;!;'" 15- ~~ II I. ~ (ii~.t I ,0_ . k '- ] i U~ Q ~ ~ :E ~ ~ ~ ~o _ N~ ~ ~,:<I-crt tu ci ~a;~ ~ :z ~..,."""" w w ~~5. .:1: ~ CT.l ~~J~ 0:: w 0 i 0 .CrJ CrJ~ <-) Cl:I~1Ij ffl ~~~ w a: III "- x W CI) W "" ~ /V1 ""'0";1, o~ FAX 8"[-~J'2 m-55~ 252-~ 5J2-:)311 2M-~;M C+4-9,C~ 571-2.25 716-9828 57HtJ~ (~~} ~!!~~~r~~l\l~"~' "'10 1-1"- Q 6 o))'fOlr~ 00VERS.:-u1 ""'" "fi-1101 "iIcL""wClh.~~e.w.~ltro"1 "-~~,' ci::.4~ ...'" E""," -'" Co. 'WI8BWi P E. -........ l: o.:u.H\ f"~ SoloIIo:o ~I'_"'i. . - """' . '" u - cs ~ c.. 01-tH)8 rn>O:clun.:.- @ 0070400-20000 f" ~, G ~ .~ i " I 1'tOI.L"'~J>3~J31J .II3NMO . ;':) . 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'~'~~~~''''''NJ'''''loal '..,1, ',If';';' :,"""<<,' ;,+ ,.;,',CO'i>."';',:., ", .:.' '''S'.p ,':<'i:'. '.' ",.11,. l-- SE['~ESp~-1 :4.CO~OE : XTAPf,R I. o '. l' - " ' . . .~;:;,<;0~~~~ : , >:88:l'h(/-SASfA-i:M;'.:{;.",< '- CQMP,l,CmJ STOf..[ Wol-"TOPSOiL: ~. 4" TCIf' SQt 8 N() SCALE SIDEWALl< DETAIL ~UG WHITE PN,/[MEtH STRIPING UI>JF$ t' SillD 1I'IilI'E Uhf P.wLMEN1. M.IJlfGNG5 AII:. T~ BE. LI'St1J Fc;fI (ICK lEFT ruRN u.NE JNO RIGHT nJRN LM'l l;ONTIGUl.IlDH, ~(J :PARKIt.lG ::It.H,s.. I '.1 """'ill ,",..,,, ~ l;!!;j ~ -\1i ~mr WAml!1ll SlJe'A([ SEI/kf.ll)locrAlL~ ffi(;[OFFV\IT -SIP.\JGHfCl.WlT)f61 11M PAlNIED ISI.ANDS {" swO WHITE Ui'lE PAiI'ftJEHi 1l.If!~IHQS ," SWf) BLUE UJE. PIl.VE~OO w.RIl:fl/GS rCR i\DA rSLJJ..1)S 8 NO SCALE !ECT"Oi "A NDTE: W~EN I~STAlWIO CONTRACTOR IS TO ENSURE POSfTho'E DAAli1ACr now ....CROSS RAiIIP '10 A.VCID PUD-OUI'IG 8 . ACCESSIBLE RAMP DETAIL P'I-13C N()'SCALE j~ '" ~ ~ PAINTED CRDSSWAlJ(S 5" SDIJD 'KJ-Itl[ U:E P.I\'IIEIEN1IW!K.,r<<;S TRAFFIC STRlPlNG SOUGM'JI[p,.\'aI[NTl,!ARt'II*GS 8 PAVEMENT MARKING DETAIL TR~ NO SCALE ;; ~ ~ ~ '" i ~ f ~ ~ ! ~ I !i~ ~ ~ it ~ Ji ~ ~ ~ . ~ ~ .~ !~i c;ij~ fi~ HI! llillEJ D-S' COMBINED CONCRETE a CURB AND GUTTER, TYPE 'r: V NC 'SCALE ~~::,"~m'= + ". df d/'FN'- .' ", + ' "'/10 J "'-KEY\'irl.i t'DRloittl 8'1' FASIrNINGKrfTOF'lJI\.I o KBWA1DlT \'.'Y +, ~ I ( SMr~ 1/.' MNm~ "~~I . T'.o~' .' ". '. t octmn J:M ,I~" . @ + J'OIHI sEI.L~n..::::1 t-1lt' ~ BACt\I::r~ ROO ",I /t '\ II; ":F:~'rn ,:m ~(R 9---EXP~J:M ~TE; PRCVI"'E ilfbL"f S~ ~ ~IJUS mo i\'I-ifY( PAVOdBll .l.3l1fS 1. VERrJtq SLRFhC[ BrnLDlrtG FCUNMm~. EXIsnG OR ~SE[J Pi\'0IOOS, Cl.JRSS AAO w:s.. 8 CONCRETE JOINT DETAILS PI'-26 NO SCALE 8 HEAVY DUTI PAVEMENT SECTION PI'-36A NO SCALE ...fLAtL 'f " ...ERQII1L 8 NO scp,,:ROTECTiVE POST DETAIL ~-7;:f: ~;~:~ -:nu ,c. 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II/ml !llI-IER l.:IO!fI c:l'IJJiACltiI: ON ~ DIn" RllCtI;J\QlJOO ~ _____:: =mH~~~.:~=m. ~i llJ.IIE,lN~I<<'st(;Il.I/.IJhlo't.E5SlBLE" UOOl<7(!lllELOW.HS"I"l/6l1C11'.IIXESSf'4ffi'. iC;i,:; - ,,~-'/' " Mj-30 =~[ '1lj~:1~~:;.;\ k;''i~~:~~} I- Jp'01,),l.J'/,'. 0\ f ". 1 ACCESSIBLE PARKING SIGN DETAIL NO SCALE . w.lPi.Ci!D S1J1GwJE - nI[ lIP?ut~' Sf'J.r.1 C01S'L't M1l-I IH:~ D[H9J) !<IOlmUlE.N1S Of.1Ci[ CU",IIW::IIIiI.lEllllJll'Y PRUi\ m I'I.J.QNC:1U:'IIATl'.JI'14L lH(.R[o~_ '~L ~IT, lIflDlllG.OR \WHIrH CANN:ITT O[.Cl),IF'ACTED AlJ.'AOQ(OOX'lUlfI[RED Ml.EA...q6'<~rn:: OCPR:~SlOloIS RBUU1~'f.; FR TfRI!..i...S'rW..l.;[ FfIlEWITlt,S/lT'SFAClOR't' olJID,ro"PACTEDfO CCfjFOOIOi'lntTh[sr.rR!lDllI'rolfi~ Sl{IGR.!!lE Stf'.fACE.. 8 N0C~~ED WALK AND CURB DETAIL = Po"', 8 CONCRETE STRAIGHT CURB PV NO SCALE PREPAIEO S1.lOOIWE c:JIoIPAClIDPEli:PE(H)IJ]Crli 8 PAVEMENT CONCRETE SECTION 1"1-35 NO SCALE I i,L1GNMnl PA'inlOO JOINI'S I ~---'lQQ' C-G (rI'F.)- "'\k-OIr.,r""WUI7J<.~~'''1WUJa1<l'..:t'I''''''''''-r:; t ~ ~ ~ . ~g~ H~ --.0...... ~ ~~~i3~ "' lil~ ~! ~:~~ ;~~.~ ~~~i ~~~<~ i2 ~,~~, o~ z"' -~ ~>>IAS~r2:i rJJ:MJ tV, ~ ~ 0.\ i I ~.~ , II u ~j "-"" c:l -c( ~ :z ~ :E u ~ ~ en ~ -' ffi Cl ~ en ~o _ N~~ ~~~~ ~~~ :::: in~ P-""9IT ../ T1W\MRSE :XPIIMstOfj JOINlS lM.lt;:N WI FA'I'fr.IDiT -! 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STR.II'S our OF"TttIii WA'f >>ID P\.,.o\ce 'Tl-lf" GRATE IN'lTl TItE [}ANlY" SlV:JK sa lHAT THE GRl'lTE IE BELOWTt11i TOP S"TRAP:l,l.N[l AOO'w'E IHE UJ\ovrn 81 RAPs. JJ,OLDING THE UFTlNG OEVICES..IIoj.sall;f TtiE u:Rltr.rE u.iTO THE INLET. MAINTENANce ~oveAl.L ACCUIidUL.AtaJ SEDlt.lENT At.I'D OEBf\IS J:ROU\IlCINITYOr UNI r N"Tffi EAClJ STORM EVENT. AfTEH fACH STORM Evel-T Jl,l>!D-AT REGUl..Jrt.R INTERVALS., LOOK AT THE INSER"L IF TI-lECO/'tTAINMENT AAE/l.l::;MOk~ '''.AN); fULL OF SEI;lIM5.NT, 1"HE tiNI'i"UU5TBE ;eUPTlW, TO EI\.II"TY UNIT, LIFT THE U,....IT OtJTOF TJ-I.E INLET BY USIi'Ki n LEUFTING :mlN'$ MCJ REMrnIE THE GRATE IF U,slNG{)P"llOI'W.. OIL. ,il,8WRsa.nS: j;tEP1.JI.CE A8SOIl:BENT Wl-l~1>I NEAR s.o.WAATIO'N. CQNT,o"i; iOe-&67-e4A& 8 NCIC'.LE INLET PROTECTION DANDY SACK [)AN[)Y CU~B SACK~ ~~~. OF~~~ OPTIONAL OlJ'J"FWW PDR'm !'iOTI:; THE DAI>IOV CURB SAC'KTU 1'lI'..L DE YL>mFMITURIlD 1l'1 nLt: II.S.A. FRO~ A 'fjo\'El-I MOl'llQIlLAiJE"T F~8'RIC INSTALlATIOri AND MA!NTENANGE: GUIClEUNES INSTM.LA1lo~: REMOVE THE O-Ft'I-TS fRO~ THE CATCH Fl.ASlI>I lFus.INaOPTlO!iA.LUlLAflSOHBENTE: ft.ACl: ~ORIl.ENT PILLOW IN UNIT. STANO reE GRAll:: ON ENIJ, rAOVE TI-lE TOP Ul'TlNGSTRPPS IJUT 'OF 11-11:: WAY MID Plft.CE ruE GRAll:: INTO THE DMVY CURB SACK SO Tl1A.f il'Ie GRATE 13 BELOVJ iHE TOP'S TRAPS MO ABOVE THE LOWER STRA~S. i-I DL 01 ~G THE UFT1IIG IJEVlc:E3. 'N~ERT THE GAAT'E ~NTO mE: INLET. LIAl'i <lURE U1o: Cyu~fi.ICAt. P"ORTION IS UP JoGAlNST n-lE CURS OPENiJ.lO W 'PREVErfl SILT J\Nl) O~9~S fROilll ENTERING lTJE INLET. ~(;e~ R,I!!UlrAll::,Io,l). ACCUULlLATEO SE[llllENT AND- DEBRIS FfUJU\1ClNfTYOF UNfT.e.r=TEn EACH STORN EVENT_ A.PTER EACH 8TOOM EVENT AN[} AT RE13UlARLi'Ilffi'o'AJ..S. L.OOI'\:ATTl1c. INS~T_ IF THE CONT"INMENT AREA. IS !.lORE THAN J!r ruLL or EELllMENT. Tl-lE UNIT MUST BE E.""PTIEi.D'. TO eMPTY UI'.IIT, LIFT THE UNlf OUT OF THE ll>lLETSY ustl\lG TrII':: LJFTlNG STRoV'S A:~D REMOVC ~e GRATE, IFUSI~G OPTIONAL CalL ABSORaEI>ITS; REJ"LACE MEaRBEI'IT WHEN NEM SIIr.T1.JRATION. OO~TAT: ,08-e6J-&l~6 CURB INLET FAOTEC1l0N 8 DANDY CURB SACK EC-37 00 SCMI: 5;Gr~ TO II'fDICAT[ TlIE LOCATlct.1 DFirlE CONCROE IlI'ASI-'CUT ),Ro. [JERM A;",OUMl PER~!,l[I(R CRolJi'lO SURFAC.~ .,2' ~[N_ ~ ,/// \ (:OMPAC'TtD rMB4Nl<;'l.Imr ~ Io\.IITIiMl lYP \ \ j'l OR rtJ.nffi -S~tSLCf'lrs """- 1. C'O!<<:REl[ ~0l!T mEA SIW.L BE 'NS1.1.lJ.[jJ ffillJl TO AW ~NCREi[ PlACENOO (If SIlt. 2. SlCNS:S1-W.L. BE PUaIl AI fH( l.'llNSlf<<ICTDN WfHA'<<;t. .MTlit:w-..';Hotil.o.erl.,.'ltO tlSE\Il'Hrnl ki 1tE~ ru C:UAlI.'I' l~itG'lu: 111, lOCAliON or l~f: CCNCI/D( I'/,I,SIllIIJT AlI[4 m lJ'fHAroRS OFCOflCRmrnIDCSNiJF'lD.i~Rm ~. 1HEGOi'ICfUE'I"'/ISHOlJJl'PO,swru..6[lEPM"lllm,)EtII.MCOl(;RClfJ.~'EDOOI ~11E~$S'Kl' m WlfAl~ c.lFAClli' FOR 'IiASIE ~ ~ Al1H~~mCfOOOillllJCllONlIllCilt.rnm~!.~;;n.llM1lrnmlil{SlIEQ.1DDlSPOt.m()l' ~,ij.lPPFf!Cot:"AS'1IS<1E ~. WHEN IHE CONC:ijTI I\'~ AREA 15 1lEt.Vr'EIJ, mE DlSIUliSffi AJlfJ; s:-'J.U If: S[EOOl mo ~U.CH@ ~C'1JO#r'1$E$'I'AlllU1rol~,_WNEll-.IwIlPRQ',I[tIB'fmEIflSf'tClOJ, 8 :O~ETE WASHOUT AREA DETAIL / .#' rolfflOClDR 10 ttifALLGEOlUJlL:: Ft.Bil1l: l,tIt:a: 5l'OJ<E TQ ST,l&Ji( r(:l.}~tIJI1rO!l !tsP;:CWH IUPOO"iJ.NIWHL'1l1l'ElNESS ,S ,y(]I;!P~llD) I'tJlllII'& I, II5ff:ct OORIlNCI; PAQ MO 5OlI~U,1 Dfif'OS.Ol /lID. iI'ID;U flliIJ N1ER ~~ f::1EN1S Ok 11&.'1\' USE.. ~. I/[SIW[ Pm ~ MOGEl f{lll D1~ ,\NO I/IJMlIT rn~llBlL ~. TOPEllil"iS ~ CLEM 3100( AS ~[!]ED. ~. IIdED\,I,m.: eB.!CVE lJOO ,if'l~ 'SEllWEf.'T TRilK:O O~ '~AS11ffi ONlO PUBLIC ~ Sf' 9F!USlfl<<; O~ 51'fl?lr.1l. nU5Hlh~ SHlJUJ) Qi.LT B;: Ll5El1IF THE wr~TER fj CU'I\'E'f'[]) IlIiO A :m.~[,...; rPA' eft IPSWl 5. ftlJ'lIJR ~ ~r;EH kCJ.I.!l FA~YEHl' ~l1l\11lru. . 8 TEMPORARY CONSlRUCllON ENTRANCE NO SCALE o~ro_~'L'OW""""'''''iOOallU<oIiJ''''''~ I STF.P 1, STEP 2, nl::.l.l'AlcA!i"X+"OW' IllUlCH - STEP 3, DRIVE STA'<tS IN TRENCH TO ATTATCH lilT FENCE STEP 4: PLAN .~~ 1. lNSPECT THE SILT FWCC Fml{){D,u.y AND ,IrIl(R 5ICH STORIri EVENT, 2. If miCE FABRIC TEARS. STARTS TO l)ECOMPC:i[, OR IN ANY WAY BECOMES l~mlCllVt, REPlACE THE 4FFECTED PORTION IMM[[)~IEL1'. 1 ,REMOIIE llEPOSlTEll SEDJIllOO \',tlEN IT R"""..ACHES HAlf 1}i[ HEIGHT OF THE FINCr AT ITS LoWEST mlif oR ~ CAlJSING WE FAB'<IC TC 9UI.Cc 4. TAKE CIVlE TO AVCD 111~O~INING i';IE fENCE DURING Cl..E.i\N OUT. 5. AfTER THE a:'NTIllliUTING DfWNi\Cf; .'IRF.A !-f)S BEEN SlABIUZED. RE"~IOVE THE rENCE ~D SED:lIIWT u~osrrs.. B:=lINC WE DISiUR8:ED MfA TO CRAI'lE', AND STA.8IUZE.: 8 SILT FENCE BARRI81INSTALLAllON EC-2 NO SCALE I"lllo,';[l/IIRI: ~lII&((1"lOr:A.~rNJ IImIll1>\\'IRE ~ fYJTILlll}~ Fill I}HllGRJ.rE (NEI1WJ ~-~Ml} ~~GS. ~ 1.iNSft:ct1ri(~#TEIl:I'XH$1'tl~f\Iml". Z. RD.I(l\,'E~'UJED 5aI1l1E1ffNOil- ~E.tmfIl ~ lolJ,IEil'-lIlY. ~, '/IrIEhI nl( 1:QIl'R~ 1)Rjj!OO( oIJiE'J! IWS EIUII ~r~BlCO. RFJj~JE AIIJ POO!'(J;lY [G'OSE or.llL c::<<3iJIDClIUU Wlm~L,!Jl) SEJWENT .. sr..... 8 waoED WIRE INLET EC-8A PROlECllON N G SCAl[ j ill ~ ~ ~ w~~~ ~p~ ~d" . ~~~!t3~ ~~ o~:q.t:f ~~~~ ~~~~ ~~~t ~~~~ ~~~j r-...J::~o.iJ 2~ OJ, ~ Ii ~.g.~p U ~ I o -<l: o 0:: ~ I 1.2 ~ ~ ~ ~ o !il cl ~ ~ ~ o :c o CD -<l: Z ;;: Q ~ 1!3 0 ffi ffl 0:: ~ W CD W "'" ::E ~~~. c:loJ"9"~ ~~.~ ~ ;U; .11I tI)..c:: IlH,i III ~e~ I~ ~..\,\~~~~~'~'~?',;~ ~~~~~, "" 0/ - {o o~ <'O.ot:+: EROSIOHI'>>>r1'ROLDOW DESIC:~ ~ ~ ;ox~.;....~. iJ - C403 ~ 0l'"1XlI ~-:)0'i04()O 2DCOD NOlI.....lI,aS;lld311 ~ll~NM[] ~ !:f.lIB~nS~~ . 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(~,PlJll_),....~~~~'OWll)\.'OOl\;o] ??oo 1 \"!~\JtJ0:3\Cr.)\QOOcli~~~~~tO'~~uz::~~ IlOOO~OO"l[OOJllli :S:mlW r:;..-~ Ii"" ~\ \' \..,~, '/,'\ '~ i) "-~~~ ,/( -=- ;; ~- -, I -'1i \ '"=- ~~ -:::....--=-=:",;' ~lTl~I..sw\PlO wx '-"'f o('''-iJ ~~r. lnl1 '101 \ro\oo:ot\OOKlt-QV:\;;I:,~ 'i' ~ I " E 1i ., ~ I i ~ i ~ ~ ~~ ~ I I L ~~i ..rJ:l;:> t~! .;~~ stM.~o:f'l.Il'T'I'R'IlJI~/r!:IA'l'\n'\Ij;FnI'IA~1.If'li'M 1. JoI~Iu1dfrg.,d&.,.r.a.i~"'''I:bbkh''''''''''I_~'d'Il'''__ll!~-.-a~_'' 'l'liZi't::oJWIWHiIri1cI1~"~lI\J_lITiP;ICMCIlIt'IV<<IIIiI~'_ 9lI)'.....tIIIldllill\3lf--"ootno _n11ll11_~....--__trr~..OWo;l ~ N;,~...ohcr~l:ml_d..:.hl!N/It.lo"_IaIM_a=dI'lCmM_~""'1t>o! ~_IiM'_, ~ n-.~_""'Iad~tUilWlQw."'~""...,orlrb"-ll'~bll;::rdodlJlldl!t..IIoII-IlSM~~ ~cw;mood~.~l8Ill8rs:vhc1l(1*"",T~t:t_I"'~_lI>iJIto;;r~<!;Irt"1llI -'iI. ih9D111at;l:np.:u-.......bo-_htl-oldanlll<nuliIRI........ 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TNlI_HoPl''''''''VPl!IJ lmoo;J...."*""'~~ Jl= ~__~.....i__hcn.oq(l",;ori~HuiIto~II1B~InI~~1lIIwUI _~~I~Tho.~~l!nl'tkIooitl~II<!I.*",o:rMI:lIICrll!l..~_...~ n.".cbo.I"'"~i1C<l(JUl'ClOlc:le.21)..~tfO~ay...mI!ll__'I'~...-~...--''''"1 =~w:a:t......~0;0"""'_oI~fI!<ur:-iIduono:b'\ont"~1botd1go_r:Jh u.~P(;a~ , f>\ICPlFE: SIlR~,D/'SOR2B.ASTIIIIJ303oI.SlXINCtlf'fl: P'\ICF'RE3SURERJoTEDPlPf: SJ'}R',,~'m'.t0:.!2",5l};I~P!F"E': RESTRA.INEi'lJOli'fTPllCPtFEIDIRff:TIOWoLDRIl1l:~e:tllI'Ille6A;O~1. .urM [ltt41.S[}(If,/CI-lPIf'E(""'~ fW'dpiImoMI&thl:l.Wtcl~1 ~JOJNTS:o!I.STNOO:ZI'2. ~A.S-'1'MF"-4rr RinNG:S:$~"'vrWMo~ WGflL.: IROI'.l ~te.QWlIC'\I..(;OIJPUNG v.11"H FROP'B< Frrmc;s PIlr.rJliE GI1INI}ER PUMPS I\CCEPTl\.8l.E.f'If>e W'lTEf!1Al; f1rn'ElJR11I11':Ih~F~.~.m'~~r1l! n..u.N 0015 roll::'LOC:A.iED'NOMOOE ~T1-IREEFtETFRC:IMn<E FNJN"00..no~N40 i'"iJR GRA.i111 VLArEftAWNOIACfiETIi-"J'l1C11 FEET I\PPKf ..- U._I~_arN_I~_1IRlII"OOilII rtl:FI"IIoIrill4lW4l~k'IiI!_liotDa.~~!~_b:l'21r-=-_~"~ ..._~dbto.rn~nlll;lcd__~~...M.~_fltllll~l ~. l..lIbdlI~~l/ISIlI!IIlln9~ftIIl'N______.""~_'IJ"do"""..~~Glfl2\ 1II:G~-rM1,:Q:41.AI"I~_~lbTv--",....-..JIt.""""""iiI'd~",t\lli1_~-" ~."''IJio-~ g ~.~I!lIl'lill'ZlCll~~~~prp.w;l~"""'YIA""'I'fIl,~a.:Ioo.............~ :gjjlih;J......w<l!'llll' 1tL ~.ms~""",:ll'eoldNt:c.IWIIG.n.,,.=-m.,......l::).obo..IiI""~ ImbI!Im.."'*lrIrm.,!IJI'I6f!lffi<llMl~"'-' 11. M.s:Iwut1l:rm_.:o1tbllt:l:I"/II'l;IlIICl_c~~o.~fona.,[JloI,l:I'1l--do.m"~ t'I!lw1'11~m.III-~-:JU""'"~~~toIrhIIt;:I_~....tl.a_","<v""oLb;M ~ (byT~~W=e~ i070.,Ncrll~~IIII"'- h;br"'f-"'!/8.lrd8n!lolfl2M ~~/l..L1-9~OO FIIICII44-D203 12_ ~olIbnI~""""""'o(,oArcM~_~ I!. "':'~""lI/'oIP!:......-..II_ .........~[lbIr'd_.....&I-t.'liW:u~".....Ig_.,.~\>l tot, ~~~~~~r;'=:t~Q/,,::::==-::e::;.===Q!1b>d~_I,," 15,CII~'r':'..I4IQ1I,li>F!l;~-55ooI-,<1e."..,...o;rtt..~ 8. Bao;:kfill1JroutId ILLL i.cs.lalled Of prolM-:.dmllllholc-!-lru~1uM,o.idewBIb, bike pttths md!brall pilI/ell ~relL'l sOO11 be mad~ wid! gnu:tulUlrn.lql.b-bvml~)Qr No;.. 8~ODc., up to lB.lllehes :OOLo'o\j CI'M~IOIl' th~kn-e5~ C.....llich sh.llll indude "No. sr i>Wno:: d~1.I1 p, If mocc:5.trin"eul hac~filll't:quiMn~lll~ e.~ !lfIOlll per diy, lown. eoun"\)', \lr Dj~tri~llipa;:irlCJI.ioos dJ~ -stM.,II.n;I~ ~j ~ follbwed. Tjtii~'tl Cl~t1fna wilhin 5.feet of 1he back gf the l:UID uf pll'l'ed IQadway~, 5h;1I1 Dr;: b:Ol;kfiltclwith grngulm ~ or No.! slone in act:Orn:!BC(: .....ifll S;:eLion 211 {)f1lle l;urrenll~I.,jOr stttldard spr:cificatioN- nan-dhook. Th~ComRl;1lJr:j:b!l.l1 be T~jJ\lmibk fVl" l/etifYmg tiW all state highways, dl)', l!.nd couol)' permilS ha'i'C b~en obll1med by -me develo~ prior to s.lart of I;-OI'l$ULl~IK:.1l 10 Inititlllljjb[lilt!!r-.allheprMt.Mt~ tCl tMcln'lp~c[jngCflgIJ:leerpriGrlOrmalsubmillillIQIh; Oistoo fur r~'V~'I''', o;.lhen"~~ Coutrac1(lr ~",11 ~ uqLiirM 10- fum13h the developer's Eftgina-r witll asetQfJlrilll~ !>hlJwin!; ao;:iual SI;:\OoCl iQ!;IIlorui ~1Ir.1 illVO;:rts including l~h':t:Ill lOCatinn, &rth, .and It.;ngth. Sueh nsh-\]ih llrlni5l11USt be ReCil'e'd br Ihe WBim:er bdWf:' the fi:mtf oo",trJ-ct p~'mcn! am be ~uthtJriftd. kibuihs 5.hall be submilh:d p';:l' IlIe Dim1~'U> C'umntstaDdllN...-hichcan~foundatl,l'W\lo.etrwdllrs. 11. 1be;;unit:uv ~I;:"''''r hd~tiIh ..,,;I.WOO; tmnination sM11 be mdialted on the: :lwiil~ wilh II "~<<;I;llble meml ~\!j;~ i~iateJy above (Ile: ~id lr':t'trltrlltion pDint if full ~onn.e::~on tl !lOI immediewl)' milde. L2. Alt !ilnilill)' Mwtt lint;; nrtlft Mmpletitln will be requinld Ul ~ u.1'Ilw pr=&Ilre '-lirk.i. Said 1~t sh~U be o;c;ond~ted iLOCo-rrlin! to A.STM Fl417.92, Il.nd ~hDlL b~ witllcss~d b;.' a DisJri<;:i em,ployee g.r tbe Distril;:ts rl:'prt$e<!l~tr...~, Th~ tc:sl~ mo..J] be in i!leeord-ance with Tabl~ tall fullo"'... .....ilh ().S ~si being added for each fOlK of"'~tcr ahq...c the Scud line ~EMg IMttd: .sewell,illllS 5hall ~ ~ub;~I.1J} ~ il.ulll I;:Ill; iLlsp~n At dQWIlsim'-n-. mll.nh{llC:swlth;tll"i~UIlllcUlibr:i;)!!JqJ!Iltedlllll.;l.5ubjt';tlotej(:Vi5ingf~ue:;t..b}.tI1e: Di!ltricl. 13. Prior to final ddl~tion letl (rIlll~drcl t~t' B.lllllllinlilll'lS sbaLL b'll cl=ed -md fm: f,.)faQl' do:br.is. Defl~liQi:J tesjs. -m~1l be: r=funned 011: ~II flo:ir.l,e" pipe aftcJlhe finaL backfill has boxn in pL~~ -II11;ll~t 30 da~, No PlIX -mJ!-11 n.;:tt<J a -vcrlic..ld dMk.cli.on or~%.:!eaecllon ~t result~, (;oThe !oJlowing are wnsW.e..w n<,Jn-fh:.-.;,ib-le pipo:~; ~tc pipe, .malilt: iron pipc,.ll1d eiiSt ir<:ln ptpeJ, The dcfl~tIOH le&ll>b~llla: ped"orme-d 'Il'itb a nin~;nj rMndrel. f'n;lVieg. riny> ~~ll bc.'JYIliIuMe at time of te>t: o~CfWise"" le!>tin8 wi," be al1(lw~J. A II marJdrej ICHling s1to.11 be wimessed by tI Di$mcl r;rrrpl...),~ Of lht' Dl~tric't\: tep!~tlIti\l~. 1~ Tb~ends~fall1aec:r-al~lUo::lo bepl\lIl[l,edw~tutigbt...ilbag.uKcled o':llp~~Ii:o.f wilh:>tB.Jldlng -iJ 10"' 'PmsuTIl air ~'st w;IOOU! I~r:, LlIiO::f1i]s wall be: ~Libjo.'oGi 10 'l'i,usl leal: irL~poc:lkm m OO"'l1~tremn manh<:lle5 with all Vilru:all~5 kin~ repl~l~ 15. Ikdding for lk:tiblc l'jpe:llrHl ri!id pirc IIball b-i:: No.8 cl'U$hed ~Il)ne {rom 6-Ir.dt~:> beluw II} lJ-ill.che:sHooveihe pi'PC" Mwol-e5sh-lllbepl;lc.aLnnno ICS:itMJlJl6.illch-e5<l-lNo ~ cru~hed S-ttJlle beddin~ VAA!ES D:tSTlNGffiADE~ i': ,$;. $; o;~;.<:t"<<: ~JJ::T1I-.1G RI,,(lS.o,S REQUIRED POL:rPRDf''Ilif'[ OR ?LJlST1(: CO~'!EO CAST 11':00 SfEPS '16"0.C,) ICl'1:I!-l~rnEl1JIVEWIT lIESE~SUliltlS"''''~( m::l',t', I ?HIlCllfS. - Trl[O:UlRj!,{;llll SHAll l"l1\.1Ir~/lt 1,....T:r llE TOP Of l'il iR8o-1lS: 'I.IIH:N 5 FEET (5') Of If'{ f'fjlrWTI fu-ruflt 6~ -cr elm 1tI~,' c~...~ lIA-CKi11.L 9-IALlll:: Pl~CEllIN THE O:CAVlI.nON Ao'lQ COIJ~ACrrc- P:r: INDQr -sProFlC~"(IN-<; rm 'OUC1+ AfJr.l& 11115 1.l5l1llIC[ I'iIll 8[ CH[CKE!) Al ~;,..<oo~ Ir,oTER\{~lS IJllf<lN~ fHI: coos-lP.tIcnw "'50'j '$.I.FfT'j OO~ --60"~ ~ EJDTTOO ~!:c;nC/N t.I(;nc.Htl:t ro m O~ E~5ni'lCl F>rP(. THLN )l"I.~M F'1L1.E[l 1'11111 CO~CI'iETt fl~~6~~;N~~T:~t.I~Z~ ________ 8 TRENCH DETAIL WITl-l SAFETY BOX 911-34 NO sCALE ST -6A TYPICAL3.JLNIT.Jt.RY SI:WI:R SPI:CIFlCATIO~S TO 1ft USED fOR PRIVATE SEWER DEV1i:WPMENT . WITHIN CLA,YT()W:'l]~HIP ImCIONAL WIIoS't[; IJlSTIUCT RE.VISEllJiL/2I)(l1 St~lld:lrd specifiC::lti<:ln8 of Clay Township P.l::jl;i1.ll1ll-1 Waste Disni.cl (Ibe: District) and Department of l'rallsp<Jrratlotl. (INDOT) .....lIl! '"'Wi., fur ali "'olk :MId Ill.atec'ia1S. ~~niml)' ~woe:r piJl: ~1'l.nl1 he wmLIl:ld mllCCordc.nte willi S~tiQn 71 ~ of the <;um:rjj INDOT staJldard 5J1f;Gifi~Ii.r:Lnn_1 Mllndoor* 2. Sll-nit:,uy 'it'I.lIo.':C, 811!-vily pipe.u~ p'~un;::;:'llcd pipo required [}t:r lAC ordirec:tiNuu-dtilled piP":. ~all be fQIJvLrlI'! Chlo[ide ,rVC] maccordll!lce With ASTM rnOJ4-.-8'J wlth n minimum wall thi~km:~ de:.igmaliun \:If SDR 3:; :.md imlllllo;od. f/Cf ASTM DB1J.119 sllociticUon, ~C pipe ll~ ~lIall be grooved bell, ~p:i"ot C'nd, ~nd ga.5kded. The pipe sl1;Ll~ b~ n'lnde ofPVC plMCic bavlnia cdl cl:assifJe<;lJion uf 124;,'1411. pvc :uui!lll)' ~""cr gravity linings shall also oonfQ[fIJ to thoe: reqllim1X:nts ufLhe ASTM mO:>4-S'il "~dti-ca.tion. All fimngJ slwll be moldt:d inllli~ pi'i:Ce Wilfl :mllldllId piP'!' btoUi-, gMltelcd o;'lla~lr'lmcricjoh~~, and ~Figm ellds. Single picce mold~ PVC with ~hndaId .pipe; bdl!, ~skt;ts, fWd spi&Ot end~ f(Jr back"lll.'l'1:tC~ lee WY~:'lIlr-e lI~ptllhlc '~'llllhio;kJle$5- of IU fittillE' ,!-halllul...e 1\ millimnm de.1ign~li<ln ofSDR 2-6. (',-au.:t'b for clastomcli\lipill15 shalt be mu-Ilkd Witllll milliDIILm o;w~N.ectiom" 11m. 9fo..10 sq\1;qc inches and comonn to ASTM F417 spc:cific;.Lil\ll. -t. Air sanitln)' m'Jnh(lIr:.,~ ~11a111x: preca.'il c:bm':rc:-te n'IliIli1l'llei in accordlu:lee 1,Iilth ASTM C~1R :l;rld Sediorl120 of tile cWn:nt INDOT :>W1dnrd specifications handbook. O-rings sbail rontbrm to CI143. Dr:iubte tOW of Ken I Sealllrcqllivalcm shall al~ be al''P1ied tnalljlJ.int~ >gJ:d!,J!lt\,o,cr;:nljsenin~s;md~tin~', M.Illll1I"de1teflJpAcins.sh~lIbeMDIDrclhtln \6-m.cl1c~ Manb"Ie:::tihall ~ air le$~;d r..., leak.il.go:- in IICC.orU:mC".: wilk ASTM CI144-U2, ::;t;Utd~M Te51 Mcdmd for C(lnCrel~ Sewer Mu.nhule. b.,. the No:g~\i"e Air PI;$.l1R: (V'''':~1I1In} Tl;$L lnm.lb.lion ll~" ..paHiotl of vucuum equipmenl and indicating devices mLl~11:t: ill ac.cO.dI.DC>;! ....i,1'I m>lnll:t'3cturet.:i' t'CCllromeooo:rio'lls IUld [)erfOmm:iCoe ~pecifi:calions wbi~h have been p-rovidC'd bytlJem~m1f"""1Jf-cr ~l1d ~ptcr:l hy!he DimictEn2IDe/::I. ~ .'<lCtHIdI eqUlplf'u~IJ' rnJ&!J iN! C(1fJ(lbienj 1J:,51ing lll.:: P.1l1H-e mallilole, mcrtuiing t~e .cmJ~ cmd ruer ..-fnw, IJ. Wilh the vacuum tl::it~r ~~ in pl~<,:.. 1 ConM.~ the vll.CIturn plLmp to the ';Ilill;l pun with th'l: '(1!l~1l! UP\1lL 2 Dmw!l VDCttlm1 ~ften (10'1- ill.eheli- ofHg. (5 [mi'l u.ml cLuSt' lhe: 'l'al~e, c. A~Jlledsta"c1~td'J li)r 1C3~~gc will be eilnbl~hed wm 1M el~ time rtJr a l}~i~e prc:ssur:change from(cn llO) incll~tlC) nin<::(9) i-nclt~of~rcu:l)'. The rnaximWTl 3I1uW1'lble: le:al.llge: I'llte f{;lf -II i<JUJ ~4) twt diametea- mao~(lle mnsl be in lICcorn:mcewilh.lbo::ful[u",ing: Iii Watet liae. tliility. a.ao I(:I~ dfllLQ ao;sm!9- wd ~cpiUiltJo::mS shd-I be in B.ocordance wtth me more srring-enc tlf tfle !we; 32.7 [AC 3-6"9 Qll~ Di~~rio;ts siwJJnI dnL.....illp. n. Th~ trt:neh ~hall M 6Jle!lecl mfficfel111y abead o{pipel:.tylng 10 rev-e:l.1 ObsUlI:clion. and $b~lll;lt; prop""l)' protWt.l! ..ndfClt blI.rrit:ndt.;d wben 1t.:1'I nMnendet't I~. ~tt!: shull be permitted [00 flow into 1b.e 5ani~1}' S/:wC3" .s:ysmm <'luring <;:l1l1structinn. Goni:mcCor snail o.lill:O= II pUl11p'ro ke1:p the wam- k\"d below the pipe. I'ump -di:\.(~a[gc sballlx: dire~~ to a .Iorm u-ullo;:1 in ~(:OOld.onec with sule and fblen[ lam and ~ulDlions (3:'7 lAC 3-&.20). AnYPWeCllt-:rillgc,usLi[lgscWC'l1:I shilllkpluggedtlwith WlI"C"" typ.~ m.:;olulnicat b.mceci phLS until s'Uch tim~ as all leS'l$ OTllbe :s:ew~l'5:md-al1 pl'lliciJlislite=~ec.rnpk:tc. 19. All I-eWl;:r lai'llrah jll5ulled :lib.ill be bo:dded t~ S-&m~ M!he numlinc ~ewCl". :W FClrty-eigbt (4S) Iwurs IWriceShaLl 00 s.i\''Cn to Ih~Dis[[il:tpriDr lDllwSlBrtofscwr:I <;Ql'!~m.r~ii....._ ,41'l.O, 4K nOlln [Ioticewll be- ~jven prior 10 doing any 1e5lillg on the ~wel. 21. MILIlhQlc ~<:Islin~ .hall Ix- itam~ 5ANL'rAH. Y SEWER (Nee.nah wling R.- t772 6'\' EILS1 Jor~ 10222 10S) J!--Ild be s.e1f.jUliug t).pe. 'flJ.t c.a.trirtgjld~.r.h"lr U 34 lW'~~~ curd {he dear Qpclling snail N",in. 20. )311oS ~hf:" Wdtertight CflSting.<il ~hllll be bolt- deI....-n Easl JordlUllOllZLPT U1d also swnpcd SANITAAY SEWER. 21.- TIm rnirjij!1um ~lopcDftlx: ~....cr ~hi.1I be: ~ Millin'nun Co.i1~IMM '>1.,,1It'! K_iDeb. \O-inch Il.IDCh IS-Inch I&.irn:h 0,40% Ol!.lt% 0.11DIi, 0-.1-5-" G.I:!% 13. Th~ C';lII'iIKtor shall 'PJQvid~ nrMu~mc:ntt of th(: Slop; o.'lfll'Ir': Wo'o'eI' f.u each rMnho\e ~I.ion iIS c(lmuu.cl.ion pJOwe=;se:5'. Sllt:b. mea!illrement~ sh;\t1 be r':crtificd by a Registered Land Survll)'<lr ur Ens:inl;:';l and be a'l'Ililable ';;II..~it.c for 'Jbsuvahon ~ the Ulsltict'5 In~~. NQ]"r'Ic)I'e mm ttlree nLllJllwle ~ections can ~ ~lIstru~led III zd~'3nce ofsllch measUlem~nlS 14 I.. tho: r':-\i.enl tiLe CClnl:l'3c;tor do"li:..'! not m~t the mlnimmn ~IQ~. the se.....s sC(;tig.n and ley Qth.... "WI;!l,;I-..d ~."..er 5ection. !ihall bot ~otI~lrncted 10 meet .meM minimum ~Io'('lcs 2~ Lalernl~ are 10 he iJLsllL[Led willa a millimu.m 14 ~au.BO: tI1:u;er wire wrn lite; wyo: tp th~ ~rtiiir,u5., upon ld1ernl completion lhecantr&Clcr i{ll1he building;if hmm will ext<:nd lll~ wire fmm 'nl~ i~rmiDus to the building clennolli Rdj~celll to the bnildin;\!:_ ~rc..EL.[VAnOli / __-------~~EN4H R_ln2;_"l, CASTING OR 'EQJI'.e.Et.IT ~/ .----- l' " n'lr~ G:flJ,OC TO mIJlLi'l ,.~~< ~WA'r F.-eM NSTI~G C-'1~7"NG i:lRAIN"'1}E to, Tn. El[ I.lAJNT~'Nrn DURI~~ co.~;:mucnON. SA'.\I CUT aut TO~ !-")olF' Di= ..~l!illNG F'IJ'E: PRECAS, tf'[~,NC:; FOR i'jEW FIPE PEJ; F'l.J&N SttORE IjP f.XISl1NG PI~( 111'10 FlItS.,. SE:CilDi'l G' l.Il\1,l-Iu..E eARRa. W/ElRlCi<: Of': HLOCK 1-Q I!'lSIJR( fHE, DO t;OT MOVE DURING COi'lCR[,E P'lJICE:.<,iEtH '""""-- L ..A~l-l'{:li COl'IFOllWS TO JoSil.l C- HB 2. TOt.iGUE: ,I,1Ii1l GROOId; jOl~1 '0'.111-1 Io4JoSItC:, l3~m R-OIlE DR C,l.SKET ~EIl: A.3'I~ C-44."5 "'S RF:Q\JIR(O TC", IQP Cf CASll~G El.EVAll~ NEW MANHOLE OVER EX, PIFE NO SC".L.E Mi~1IT1...m~Ii~Tin'lo:':fbrll' MIl~lIuh: D'l'p-lh Pr~~'lIn:Chan.gl;:on III-clal-lg Wfoctorle~s >IOf~tl1uj-::ISfeet "'I~ reet bllT <2:5 fc~t 60sOCOJlds 15secoT1& 90se>;Qnd5 I-' Ol" nllLnl111lo::s fiy~ < ~ ) feel in diam~ler. a-dd IIl'1 additional ti ~n (] ~) ~oond; and (01 rrulllllulo:::; :Si~ (6) 'i\':c:t in diamet~l, add all aMiti(Jtml thilt)" (30~ .cCGnrb m the t[m= r;\luircmenw nn fouf' (4) foot dialDcl:r lllaJlhot~), Fur ~II ~ll.bul~~dOOi'cr Ib~n rwetlty,.-fi'l'c (2~) f~ the En~inVw' ""ill d;clermine= IfI-e ,,-ppliClLblc minimum c:!llpsed time I) fftl!e,mallhoJe fnilg lM.cle;t,ne.::t.:.~~ reptll~ 1lIII:~11x mad.!, Th~ ~C\11.... tes.li'll1(1 re-pait~ Jl11l.'ii be repeiltco1lGltil th~ man~(I1e p:/l~!j:C:> th.e 1e:!iS. E. [fttllli1h~le jua.t itBlaDts are pulled om dul"in-g the vaeuum rest, tlIt.; manhole mu,ll>e tfuasSimbledan~thcjU'tnl~h'[IL'.o::p.lirr':rd Mrmht'lle Will he mbjea to \'iSWl.J illS~rioJl with all vfslJlLllea&i.. being lepo.ired. :S. Burylnlbbercoll:ting with plMti<'l wrn:p~~tIll be.ll.Pl"lied ~r-ound CllCr. Ift!In.hnlt.;joint fmm 3- iJtC h~ ~bo~e to ).. illChes. t'do..' ".:acb j n i nt. The llJlflTIll"ri ale rri mer .~h311 he applied prior t" ap'plyillg 1Iw',rubb<::l' cmltill~. 11U.ide JoinlS. to b-c filled withprewat plUlil material. En1ire r:Klcriorsllrbce of$a!lilary ,e,,"'o:I IDlWholes ~iIlilll.le spttl~'ed""ilh II bilumtntl-l!lio\:Ullling an;! all el\tmor f:;tp ~~poo~~ uf ri.e:(' ril'!\!> ~M,.II be lnoek p]lI!llo;rcr.! ur !jrvut~d with nm~hrink "'DUL Ii The mall1lole dLilMey~, ineludlng eJl riser tins~ ilhllll b-e lCfllr:d ming flex rih in!emal clJinmey ~l m;l-IIIJfRcturcd by CrtlC):'. Nt'['.. or,:;) nt~md l'IM\f<hM equal. The flex rib in1~m~1 dli[flll<C! seal :ob~ll ex~d fu:Jm a minimum of 3.iocbe..; belo;>w tho tllp ofthrl o;Qn~ :;.~...'1i1J1'l la 3-in~1v:9 []\<< ih; llI:lllh\lle o;:asling frmJle o;Jf per matlufl1CiUA:'ffi ill~iaIlati(lTl pRlceduresjf,direeted {Ilhctwise:. In(ClI\~1 Chimlle)' S~:r.E shall &;'inswlloo l'l[l:~l" manhllle VltC~Ul'l'lle:!.tin!andpri(Jrlormalat:cep'tllooe. Wawr!e~tlllRY bctlone, permallufacr~r()f Disui~ n:oornmendll.tion. too PTO....il;!<: ~SQrl;tnC~ th~1 il'!tetT1~1 chimllo:;y ~I ~ -wateni,gl11. Th.e cMti~g ~jevalj~n~ are sel by I'IlllJl, how.cvcr.Ihc::.Cllsting...arc to b~ adjusted in Ibefi~ld by l.hc Uiiliid'~rep",~enlati~-e: ,hould a dtqerepalllcy llccur bctW-t"'r.:t'l pl~n grntie and e)li,!in~ ,grade, New ,~bole ri<lg{.J .md co~cr :>h..Ji be lfl:jUlD~d tt> e:rt<lbh5h gnlde:. M;Jl:\.'m~rll heighl ofadjUiling. r.ingii ~MlI b~ 12_ino,:h ',m (:;>;i.lirrs. ~1:ru~[".: ,,-dj~l:mmt and. lO.ill~h m:L'I.iml.lm on new OOILsll1leUU'n. STRUCTURE DATA TABLE srn rJUMBER STRUCTUR, TWE CASTI NG i SIR N orES rol :WSl'ROCTUIlE ilS-lCFD r~ m>;:.A ,"LfT cI--"-.el fl CT-~lio l()j rJ'P[.J.'lJlrr cHIi 1-~ Tl'PE..' m1T or-; <:r ~(i 1~ rrF'E .,~.tt.rr Of-! Cf36 '" BI.lPSTRUCTUR( .IS-~ ::rn 101 ~j1OU: Cl-..,C1-~ D-z~ 1M ~HOtE eT5 O,l~ ro, ""., "<[I ,r5 S1'-J(t '" t'lPE "~ ItHt' Cr-; 5[-36 111 a)PJ(l(".....m-SWffiD QR,I,IN ,,;r-~.) 11l iJIl.r.;HOLE Cl_1 SHA r,~ IoIil.\H:lLf /:I, O-ZO ~::::::: :: ;----- "CJoSilNG TO DE ."-IE[~AH rQUN[lR'l' Clll.lFiN'il' OR t:m.JAl. ST -36 '10 SCALE MODIf"IED NO SCALE CORRUGA1ED SlOTIEO PIPE (CSP) ~~~-.gI"l\;mt~,~"'I/ZIlCII~~:lOiIM..~.; STANDARD NOTE: , ;::",r:=:.~~~ Wl~"""'-;.\lll:t So;I:rCJ';Doo:Ir1I!iansl"''''ilL -f'\MH-~""" ~... ~Dr.vlllh'- Sees,"".PliO/'lr...._j.,-........llonr. ~ M'1JIll'tl:lfeFr.llmeanl Ilirne...,-dtioloiw~lI~ '-"-'-'\f--,,'oo--j I "'.,.. HDI'E_~"'_ (5c!!~) I ~I UJtbv~, 123/4- -00 MAX ~ ~ MlnhohI Fnanl . CaW!' 'DetaIl ~-g::~i:~~sr~~~.m~......"~ SectionA-A ,r.:~":;:::""l~FB1".;',::r,-d:;;;:J~~~,;=.~ Aqua-Swirl Concentrator l~odeIAS-2 CFD Standard Detail PIPE TOTAL LCHGfH UP5TRE,d,M d DDWNSTREAM d ~2 FEET 0.5 FEET o.s FED 1-10 :2 1:Z" 24 FEET Q,-5 F'EET 0.5 rEEf SLOTTED PIPE WITH CURB HIGH 5UJMPCONCRETE TO TOP OF PIPE " FINISH CDURSE- TABLE L MfNIMUM SFEClnED 1Th1E REQUIRED fORA I ,Q l1'li DROP fOR SiZE AND LENGTH OF PIPE-INDICATED (1<:!;1InB ples!ll.lR:: liner ;;tabiliz:.!ti'\lD nu ]~ th3JI 4.{l psi IlrId 1I(1 mOTllllmrl 8.0 psi) Pip".: Minimum Lel1gthfor Timef<jr Dilflrncte-r Time, Milliml,lm Lop!lQ' :J.peo;:iliovllioD Time fur L eU&UI (L) Sho 1.\'0. ~f1 i n:lO " Illi[]:ll Tim~ " Coo , 100ft 1~0 ft :!.[}Oft :!.~O ft 300ft 3~O ft 400ft <I~O 11 4 3;46 '" O.nOL ]:46 );46 3:46 3:'15 3:~5 J:<l5 3:40 3:~ . 5:4(1 ,19" ~H:S<ll. 5:<lQ :i:4i! :i:4{) 5:40 5:40 S:..O ~:42 6:24 , 1:34 190 1.520 L 1:34 7:34 7:34 7:34 7:3-6 1t:~2 10;08 JI:24 L. 9;26 ". 2.3741,.. !J;15 9:15 9;Z5 1;11;53 lU2 L3:~1 15:49 17:4:8 12 11~2Q '" H]8L 1]:20 11:~0 \] ::2~ 14:15 1':0.5 IO):~~ 22:41 2:U" IS 14:1[1 159 5.3421. I 14:1\1 [4,10 17:'6 fl:15 '16-:41. ],1:[\9 :J-~:36 4l1:04 " 17;00 1~33 1,,692 L L7;OD l!U3 z:.:3B J.l:Ol 38:2'7 44:52 S1:]6 j.7At " 19:50 \I- 1-o.410L 1~:50 26:10 34J4 43:31 52:21 6]:00 69:4! 1e:)E ,. 22;40 ,. IH74L 22:41 34:11 45:34 5fid~ 6R:22 19':41i 9~ :10 11)2j,1 " . 2~:jO " 11.305 L 11,r;:51 I .n:l~ :57:41 12:01 86-:31 lOO:51 115:51 12.9:48 3. 18:10 ,. 21.366 L I 3:>:31 53:15 1]:13 &9:01 10~:5{l l24:38 142:26 \6D:15 II 31:10 12 aSS:21 13:0' -64;J8 36:10 107:43 \29:1ti ljlJo:43 172:2l 193:53 " 34:-00 " "D_168L 51'17 16:~~ l02:34 12Il:n t:53:~O 179:2~ w5:01 2..'\0:-4" INSfWJ.lll:i NmI:S ffilJ.UjI'W SwmDO';,JJNtl-;J.f OONJ'Ol.iRED ROUGH.SHAPED sm/ ~~~~=~~~~~ .B1oCKffilrollWffi;RTI-I[lM:lOAOIDM: "9JAArIlJNDI1GWIlt. HIGH SLUMP CONCRETE '11-<,[ Sl.OT LiUSl !'IE oo.UID DOO:UG SllRF~G TO TOP OF flNISH COURSb/6 " . '. '1 "''''''"' """" "''" 9IIE'''. """PC FINISH COURSE./" ,.'. ' ..; ROUCH SHAPED BE INSTALLA TION s.sn CCNMEC1ION= (.ft.iAX.OEPlll) n'~"" 6" ,~: :;r:~' ------ - -- :::===-:::~ ~:. .~. .'... ~ -- .' . .: ','. '. Sff{l"'lC,i,TJ0N'3 tl'R rmTFCI-f CrH1ffiIlr"ilOO I'RODIXTSl 1... CVlEP)L t 1 nrli ~~;;;il"lO:ltit:fl ~Q..-m tlcl;l" .tui1 " 1'0.- Il!m.,..,m Il! ~~ ~$hOirfl till t:i'li! ~klm. l_~ 1ll<J~.~~~~I""~",tM IlIcllerl "'rain ~~ melll. tre ~nmenl~ of MSffil) lA, )6/iISTN II I'W.' 1M {3' wJ ~ qQMilliled <1,1 rncod~ _01 """'CC M.UIJINI!ED sna Typa 2 <I. dJo..-, OQ tlt~ ;JIJIta. n. dic.m!lu ~ H ,1!o.:J~ ~ rnlslli:l'lm M,tiI~ c!QIL1. ~_(J crn"'(Cll~'5 ~, !'hot (SP ~hv~ how.. 0 mln1mum af two rero;1erj. M/'Iidt'JrMd:! ~.1 ~ slll.:t~ ~m~ brrm 3hrll b~ r:"Odifl:d I-fUG:;[R 8QnCli10l-lc:UrI:0ul pipllC~p;werot infilEl'tticftQ;~k'fi1_ 2.3 ~ 1M ~ttM ~ror. j~ bG~ i09IJL'ff, th~ c~f gNt'C'~ ~:l hM Q m(J;limlrlll ~inc~ "'. 3.0 G~!tS ~.1 Ill, ql'llle5- I'hcll ~ l'I?1\1f1lullr<<I mrn !lS'lM .~ 570, GI'J\ie 36 :fl1:t1fN.:r{IIltd'!l oild:lik plrJlo::i mE J\,J,.J/I$-im:I1 ~u~ :to.OO8 ,jn~~~ 3.2 fheQIIOtel'~:holll.'C'cn5;~d1~lI!nltin- eM ~ mlrol~ ~ideJ 'n 'C'Qcll ~1"4 ~ (~, ~I~ (Wi 1 1/"-iicl1-40r.9 Vl5-inth m/:r lJfl~ <I~ ~ooi:' silff <11 r~ ~ ~t. IC= ID? l):ft~IM:ill"'~lIJ(\( PRECAST TYPE 'A'INLET Sf-53 Ji.JTh~elt1ir.e,.,-~,:ojlforhm:fj.,~h m:loolllllgl1lt!iL1egrnl:lli:l~inCll-.~ ..,tIl .i I ond 3_~ If mmr~ 'l'ltlri",l/l _ ~.. l:llIltd1Q!', minimllr.'l ~1$rOf CIJ,i-p:u:e~pocer r>Jrrt'll -pll~ ~rpl.'ldac:cr i.Il It!@ b!lgrin~ ~me 8-lIc:Rbe; 'l.. 12,000 pro~~ jl)":1: r/2-irn::~ 'JTab! T == I~,OOO poo:m ~v 1,;-,nd'I g:rrrt!! ;1;,,," 1h~ g~1l'I w!1 !.: lr~~~'ojlli ..rth q , 3/>l.-fl1l;fr 9Pt11irtg in 1lIll lop Md ~O' ~li'Inted ~tlll' ~ .rJI!!n ~~ olIJlIflI'IlI, 9n L'IIl pkms. 3-5 Ih ""rill""" w~ gJll1e wi i1M tlt, ~Ii'CC/ll"!l ~! i~ 3-1 and 3': bill. ~I:I ~O( iltI <;It qJ-(l",M~!lic'ted-"3,4. T!I:~i'tIIla-ll (I 'tlt'\cl:~I! i1ilJl" p:pe is oat. ~lIj:UUidlll ~~ ~lated in .i~. 11,0 GAlVJlHIZNO "", I Thf ~e- *1 ~.e 'JcNnni~~d ~ ~ro:njootO wlhA.'illl)' 123 !'l'ceplll<ill1 c 2-o1w~oegoJ~i;!~ co~ng, 5,(,1 CifA1E,~nNnDlD ~ ~l lM'1tll!lrcMb..:Ijl~~~~mir1~ 1-ileh~lclheCSi'llI'Ib1t1l.;id~"'lhIo 9..w:.,oaICWOl.,.B(J>er~Ql1on. 6.n ICURrn:ES -FINISHED stOTitD [JIWl! I'*i(S - 20 ro,n LEN:iTHS 6:, 'olI:rl1;1JI bow is t.v~ Dm 8.2. HoriICn:1II ~ j~ t:5je rnch 603 rllis'lis tIll 'td1 i ~ , ~ a i ~ "2~ ! ~t~ ~ ~~! iS~ :i5~ ~--r ~~~~ ;~~'5 ~~~t -<(....u...Cl ~a~~ ~~~~ "'<~w ~5" -2 QJ. i<< ;lo.\~i 'Oi: , ~ f U ~j o g ~ I (.) ~ t4 ~ ~ ~ ~ Cl ~ 1; :I: -' CI> 5 i j ~ w u:: "- x w !;r.l w "'" ~ ~~ <:> - i~ii ~H~" .111 "'~ lIHl) ~ ~~~ III "#lU~ ..~~~~~~ Mi~:~/"lt ~~~lj -'.r!f,ff')~!A'- '<..t..;"-$" "'0" [)- 0'/ tCMRl~c vm.lrrDETM.S Q[51GN ~~ J;~5J~.... ~w. EFa'II ~III~ C. 'MBS.Wi. PE. 1'.liit'rm-0<< IlectlJN3,P.E. ~o _,'..lIiI. ~ ~ ~ o "" C502 ~ O!-lrOS -- rG70.~OO 2000r ",Ji,-- - O'FF-jCEtlF':'r'HE HAMILTON,- COtrN'TY SURVEYDR- DEIVEW/';'( - CROSSINGS .,:;ourn,y.J:STAl'g. ROAP. '....; -- t-...~-- 00" . ~----- - ~~ ~-';;;g ;'~ IPLAN VIEWI A, E>OH'tlON"' of ttJ!!: ~Otrn1l' 1iU 1(1 BE ~EPL.i,.!=ED !3Y R~rN]>nRr;1il.D CCl1C-RCTC PIPE laC-~I, (;,1.1.1:>" :STEEl. PlPE: OR IlI!C'MLll. IR~N Pl~E'.. }.t:J"URIAL .to BE lI.:i'?ROytil in' nil!: ~1W)ln ~!JR"lJII:YO"ll:S CU,CE ICROSS SECTtoNI _ N!;~ 'PIP!!: (j""CRtTX EXIS1t1~r. T[LE !.. MW PIPE:. 10 S-E: 0111 ~1'~:tJ' 'LARGER, TRI.);. B'XlSrHIG 1'1U. I)' };!::W 'JILt: ]~ .SA:\lI; SI:ZI.A.!S !Jl:J.STrNG, T!E.Il,'A FEIUI\:O f'I"I'TI.N" llR BQIllY AL1;N'I". ~3 TO 8E'VSED ':0 IlU::E . -Hi'" ptpt rn ~J3mfG "l'!Lli N<li.11r BilnnLi~n. ~ou:oty' Sur:"..y~~' o-:n'n hr" ....6r~iD.& dllt! p..I~j., ~.o ~Gn1:c.; '!"1l hl.~pIlClt'\QD.:D~',rJL.p:rie-!I:l''l'!j.c I I: 'P-"""'yell; COUNTY:SURVEYOR'S OfFICE 'RlI'n:l!i:,.~ ~. '.N~...,;.,.-{ ~'fANDARD PLAN ~. C-1 ,IUIaLTOIf c~vm! ',~1JR1(.n.(lK OFFICE OF THE HAMILTON COUNTY SURVEYOR r ~ ~ ~ i ~ if '" . 1 ~ Ii '" l ; ~ ~" ~" I"UI.L BltlJRr IU,IfHIJL ST!~ .:' ~I'-I<CIi'1I0 ..". t:N:~ ::F'OltllS o-RmG :lUll:n DClN' ,j,~~l..LTIC IUMIC -lIR r,r:rl~1j-j~,UlJl! suL 48;oWMWlj.~f~ lIJl:li'CH .....UJ,.!I U IOHIIIUM 'II"PB3P'OO'tllLOl'ILIm'ICII ~UI.S IQ JiI~ CD~:i'tIWC'tI!j JO"lnrrlG t.lHZO," PlPlI. lu.mmLJl E1AB an 011 S. C1~ .! STOllE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" l-OIU..lrfC ~O't "l'O ~.liUi HA MI L TON ~lvt5ttll I ~I!:! :::lma APPROVED: KDU'Off C,,'lIi'J. 1- ~ I i ~_ i ~ ~~i .:;~~ .-~ ~!" OFFICE m' THE HAMILTON COUNTY SURVEYOR l F"'~-----' ~ I r-.~.'-II ~l ~! NEENAH :JOIO I1iAS'r JoRDltN 701G "Il1ll1\U.~1I'UfmI'II_""iII''''''''IlR'I'''I'f;I~. l"oI'\~o:.IolI"I~_M1lf""""'~_ _a_ .1h...pproll....Io'l' ELlIDI1n_ C.\<"'~J 1Il........~...I'\lU1.... LIlU.IHQ trD1' IV ~Lll HAMILTON COUNTY SURVEYOR'S OFFICE FRAME WI 4 SIDED SEAT lI:I'l'J1,IIll;O:~ APPROVED; CT-4 S'l'A.ND...rm pLAN NQTE;.,lilL ~ Ma) CR,Ir,'IL SPM:&: Cl:I1N{cl101iS In.I5J Of fI MU.ll.lUJ,i [J" j"bEliJ1 {H{ f"OO1IR Mb DJT THE et.I1lUlG ~T WE ~Tll'" aE :STWr:JUIlf TIl PROWl: 1IE i1CMTtST,t,lOSTOORECJROUlE ~~'~=~,1lt: J'ldAAlijUN 5PP'r't::ClP f'lfj&C'iAADE IDf'(l!IJlY GIDl "" ," CLEANOUT TYPE 1 (<:M.'1'~,PEllSlJFir,I,(ES\\I1Hl~ lHEtEImirlBlILDlhCi) ~'" Schneider CLAY TOWIlSIllP REGIONAL WA'lTE DJS1'RICT TYPE I CLEANOUT DETAIL ~1't.Ij1/HIH P:ili:'f:\5I\.1l9M\OOl\.ll:3\lII'I'IIU3\~-iI'l1BJI1C OFFICE OF THE HAMILTON COUNTY SURVEYOR -~~!::'"_-- ~l ~~"_.l~~:'~ "m~_, ~:~---~ s r---"'- l~tllrI'_ ~ ~.r_d NE:ENA.H I}OlO E:.AST iOR(JAN I 70ilJ " 01.'" t.P~l"O,"" ~ B~..UI_ C~y '''~''''7''l''1 9Ul'l'l I -, f~~~I~:~~== ~RA1"IJtq I'l~ ro Sl;iUJ HAMIL TON COUNTY SURVEYOR'S OFFICE l'fz" R lUS OPEN CURB BOX ,..,''''''~ ST AN'DARD PLAN M'I'ROVE[);. .UBJ),JiJ.IW.J'Qlf :UVlIH =-U1WJ:YOJl 14~-O"';"" CT-5 r---------------------l NOn:: ~OXJ[ AI'RON;.N() (!I.$.~C; 00Il.l. BE 1IliT,fJ\.EDSOIl-lATn-flOOMlT i:OOr~ rHEUlIJU.Lal LAmlI.l.CJP. (H./rRDSC.IJ'E 'lllf.&a:S 00 All OlHER mrALlJ,llOOS -aEmIJ ~~EE f'EETrS' 11JIlDINCl ~., Schneider CLAY TOWIlSmP RKGlONAL WASTE DISTRICT TYPE 2 CLEANOUT DETAlL D.-t..UfOOfM L~~___ ________J 01'PICF. OF TH~ HAMILTON COUNTY SURVEYOR NEENAH P.AS"J JOROAN 2405 ~2,')fl HAMIL TON COUNTY SURVEYOR'S OFFICE PARKIN LOT INLET CASTING """",-""",,,,- STANDAJT:D FLAN CT-6 . Ol."..P!II'o...wby-:a.....I.t..Q c.."utl'":!i--....r....'.CllrL" ~"'_."~- -,- ;Z+'~''''''''''~_ J:.:"';l!/~ fl ~n=;- II~ L ~::~~~~_~ III ~ ~ 10 .....L.l tl:T5r.fll.L03'IEJmQI'I$llHCl'I'II~tHiI!I',;\,J~1'I/IJ1l'l1il1IIl;:J ~~~~~~TMo\r.~:lHM~ ~.ol.ll.~D 'iElGHr, I'I'lK a:lI"llIMlli 1:13" C>>-RJTDlCi It.,. '!ll BtAUl APF&OVEV" Ml'l;ao'$;" RD.1LUIIL':'tlR CClU!!'I'"r ~'Ull"f'J1rtlll -----na--- % "' - ~ "lllilI",IWmlILlollJ'tll.Fm<<'FlOlllS. nl:.'LMln 1-1.10\I ~ III mID Em'..l./IiI;W 1WIlIL.((DI'.Amill'J'!I'\Ulr~ %1I,tiU.1tml15",r:roo,lll~m::1J.'DIRl. FU 1!EIUlEIllJIlSfS".fWIII<tD"MllD/TCf .,,1'.I.'tHT.l.fbl~~fU.TtI~ /. l!(OD:ii~lnmr. ;.:::--; - - )i; lUo!O:"mJ!O:s:Jl'II':rJllillEfRlfl.I.CT.mr~ ;..: ~~~~((IVQIIIIllIIiII'lDOlflflIm /. 1:lIOIj./Ml€MFA: KI2'JIJi:JDl1lIi'IIIIiUI:IJ'L1!1lHli" iillW;\,~lWIIl/lftIlfHl'll'N:EIlIl P mm:Il SlH: lHMl SDIl. JWel~oViCI'~l.Wlllll. (IIJ.l.1Q1~Y"J1!I) SANITARY SEVIER lRENCHING, BEDDING AND BACKFILL DETAIL '-'" Schneider CLAY T01lNSHIP REGIONAL 'IIAS'I'E DISTRrCT SANITARY SEWER BEDDING AND llACKFII.L DETAiL JlJt.1l!jOB/1JIl m.;. f.\Il\<B&\m\IlIGtl,Il!J*lIS\l1t-muI'li O'lilllll~o.r..'I~,l;;i1JZ,!l'N.I"'''7~ "5 if. f , j . I 1 . i e " -~ ~ , tf~~ ~ e"' ~ , ~~~ E ~~! 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