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Home My WebLink AboutSite Construction Plans . Aaron - Ruben - Nelson Site Construction Mortuary Plans 11411 Michigan Carmel, Indiana Road 46032 Docket No. 08090017DP/ADLS IiII Owner: General Contractor: Regulatory Agency: Aaron-Ruben- Nelson Mortuary Miranda Construction Dept. of Community Services 1328 W. 86lh Slreel 4-10 N. US 31 Carmel City Hall Indianapolis, IN 4-6260 Whileland, IN 46184- One Civic Square Ph. 317-84-6-6501 Ph. 317-535-4094- Carmel, IN 46032 Fax 317-846-6508 Fax 317-535-9894- Ph. 317-571-2417 INDIANA USGS 7.5' QUADRANGLE LOCATION MAP ~villjDn CONTACT INFORMATION INDEX 1htH pOll! must """ 1110 ~,"'M 01 1M IX. ""'~ C~t<f,~ fer P""\ "10"100, 41!0, I"'" pkJOS must so1i5f:, the requir~mem or Io:at ulii1y sern:c pr\McJers. SD'nit s.erYice req\lCSl$/cwcctOns let utility pIcJi f~ or c~~ .;tl'l 1M sa.e ~<<or.:Med Th& pb'lS WK.ild ont, be U~ 'Of estimotirlq P~P'l'" ..Ii ~plooblo app<Ms '" oblo<.d, LEGAL DESCRIPTION 1lE00lD C{5CIifOON " INJ.; I"", "_I IZ004-6511i , ~ of I'" Ib1h=t _ of S<ctOn 6, T"'.... 11 Pbrt'. Roog. 3 East .. Cl:Iy "'""ip, Horiton Coo,,", Indono. I0Io<, pof\<~ ""',~ " 1_: BegmOg Gl!j! ltel r;,rt,,,,,,~ 01 1M SouIJ\ "'" :I 'l"Jid Omer Sedion 011 ltIf t:enW d Us. foLtolay 4~I; tIwIl'I: eontinti~ ill a ~erly ~ cn and <Fon<j tho ,""" ...." U,S. ..., '11 ..... \6 d<q<... coi I~ mnot" 1~1.01 Ie<!. thone, _ 9J dr;~I~ I7o.".i 00 minlie Em! 7UJ 1~ ~ StaLih 10 degr~ 5J lI'IinLte ..est 15111 j~t; ~e Srot1l 81 degrees en:! 10 ITi<'utes West 048.99 foeet to tile cenkf 01 U.s. H9"lJy +21 Gnd cEo the pb:1!' ~ ~Nq. &",II1i~ir;q in 01110 Dl:f~, lnCfe N less. in HumilO/l CclJl\!'j. ftfO'\O.. ~ pori 0/ l~ ~lhl~ Cvorter Di Section O. II:IWfIih" 17 ~. Rof1lF J ElI!.1. of the Seo;ond Prin:;ipd 1l9ioo, ltJni~on Covnt)'. Incilm, or1d ~ ml thJt pari of the owrwr' Ii ~n:i ~ng witlJin the ~hl Df 'IO'JI M .:tepid<<: 0/'> ttoe att~ It~ 01 'WllJ P'<< .:t POt<<1 J~. oI~ ~I<<d OS ir.JIo..s: c.:n.me~/\9 m 0 poD 6~.59 feel. Hot1~~ m the Swth rne of soid CUlMer S&ol mI the tefJleJfl'le 01 US tfQ1wcr/ 411 (1J. ktOC)Oi"<j f"1ion :lItis _pfun. be<Jo,;-,q.1h 1J. "'.. '619.95 I"l~'" q""ed frmI Instrument ~. 92301(6), 'ltich po..... is the nA~.est COl'I1er cl the C1'onel's Io'Id; them Worth 11 d<q<'" 1lI m...... 3l _ E"I 1~1~) me\.. 150.06 leot) oI>"l iht ....... "" of I'" """,,'s knl to Iht ~tm bllJndcry ei Yli/j liS 4~1 ond W POIrIT ~ BfGl~H:: tI tNs ~~: IhefU NortiI 15 deg(et1 48 mM,e, 20 ~ IMe3t 53.OU melNs (l74.17 fN'l) obnq said bouMcl')' cA U.S. ~21; thma: Mnt~ 4lonq vi'! ~trlIbji 1'b1:~ 2HOO metl!r! (7418 tffi) obl'ilJ M Mt to the ~ hcvirog d md.. 011761 \JJ ""'''' iln!OO 1M) Md ,,,,,_ '" C MJ tM' ~ C i>MWJ 01 Norlh 16 degree! 10 mftJl~ 24 :tetOI'ldl! \lIe1 Md 01 ~~ '" :2.6..~ n<dm (itlS lntJ to 1~ /WtI\m, Ii\.e llf the o..l'1el"$ 10M; t1'otI'ICt Wcorth (II) deqees 250 M.dts o.s S<<tll'Id:s [ost 5.$B mettrli ('9.04 i~l) '*''''9 ;c;..t r<rlI\em ... fu ""'" '1131' " "- on "" ~.;ht :I ... P"w PI;; 1'-, s.:..tI-<o~ 11.9110 ""'''' [11.1\ 1..1) """J '" a" '" I'" '9>1 Md ""iog a ,,,,,", Ii 1766.J9J ""'"' [S196,89 lffi) coi Sltll~bt,'obroqchllr4i'JlMl.;abe<3Mgo1SotJthI6dt9r.ef$OOl'l"irkAes43secOlld[O$l:n:lalength of 21.960 lOOn (72.11 fed) to po<< "7850" os sMII M soi4 ~t; tt.e.Ye Sooth 15 ~ 4S rMlIkt 2a .""'" Eo~ ~1.811 ""'''' (11127 kdll. lQ~ ""''''" ... ~ t'" """,,', Iond: ''''''', s.,.~ )\ ~... 2S mn.rt= JJ ~ '4Ilesl 5.766 ~ (16.92 f~) 01009 soit SOIlttIern w to the PO" of ~M4lg .:"../ en:! COI!lairWloJ 0.043 hKlares (Q.101 Cla't1;. mort fJl ~ Carmel City Utilities Cannel Cia)' ~mmtmlratl.(lM Brichthouse ~et.otlr:a tndla.n1roati.!l Iltn CDmpUl1 Cia, ToW'ttSbip ReJion11 Wute DlBlricL Indianapolis Po.~r &: U.chl Co. Dukl'" Enl"'rv Duke EntrO indiana, me. Vectren EDerl)' PaDhandle Easll"'rn PipeliuefTrunkline en eg. Johu Duff, "i'f111 third A:;l"'DUt SI' Carmel. IN "(1032 !m....: JIrutt,4tearmeUn.IO'9 Fho.llle: (!I?) 832-0077 .-291 i'u: (317) 51l-264Z BiD A.lu~P'S oSl Pint l'lo!'1'l.ue NY Cum!1. IN 4~(l32 lm..lI~ lI'..k'.r:"~rm.r:Ul'I.rtl'f PhODe: (317' :i71-2~8e Fn: (31'1) ~'7I-2M5 J"OD Ilrkmt;D M30 RftO!l"''I'r:lt Awen.u Indian.polit. IN 18210 EmIlII: je.sol'!..kirkmuAmyhriChLll.DulII'!.eom PboDe; (:,u 7) G32-WT7 ~~I Far, (317) !32-5311 J~nnifer MuleU 1220 'aLenn)' BI.d Itt.dia.naplllhl. DI 4-62.M Email; je:DDifer.marlcltMveoli..lltern..~1Jl PhOUI!'; (3Ii) 2e3-8336 Fu:: (311) 283-6"00 RJu B.-.. 10.701 North toUele ......enu~. Suile A fndilll.apaol:t.. IN 4-&W-I~e Email: 1')'I.D..hartman.ctrwd.or& Phone: (317) 8H-02OO Fu: (317) 8<<-9203 Ron Vornl 3500 North Arlin(t.on "venue Ind:i.hapolitl. J)( 4.&218 Pholle; (317) 2U-521U Pu: fS17~ U1-52(J1 !mail: rOEUllonia.le..eom Shlrl.e, HUhtu 1M?::. Southpart Dri'l'e 'Ieslfield. IN i$O?<I Em.it: Ihirlq.buDll!'nPduke-eneru,com Phone: (31?) 8M-t1"U Po:: (317) .9I~712 Gar,' J.ld"uneo!', ABet Pratutiaft ....aod..te ,~OO I V'lZ1 Comual A.... C.,lumbuI, IN 017201 bail: GUJ'JlcNameeOdulr.e-EnerlJ".c"oDI Pho." (812) "7-2381 1'u: (612) 375-2014 Chuck: Shupperd P,G. Box 1700 NoM.e-niUe. iii .8061-1"00 EmU); cnupperd4heclrea.cum Ph.6Ilot: fS17} "n8-MM Fu; (:u71 7?a-~ fro,. Y.ckJe 9311 110nrrtlle Road lruUanapolll. Dl .e2U Phone: (SI7) 733-3213; Cell: (M3) ~70-~~ 1u: (31') 733-S2C)4 tlllJ,'lcklelhJ\l(.(;om Slu~el .'1( om ber Description CI.O Title Sheel C2.0 Sile SUrvey C3.0 DemolitiOb Man C3.1 Silo PIlOn C3.2 DUlil,)' Plan C3.3 Cnod1nj Plan C3.~ La.ndscap1nc Plan. C3.5 UrhUnc Plan C3.1 Ervsio.D. Control flab - 1 C3.7 El"09lon Control Plan - 2 C~.O Site n~LAlhl C1.1 Site Details CU Site Details CU Site Dela.ila C5.0 Conglrodion Sp~ciric:aticM He lease 9/1~/06 9/16/0~ 9/18/08 9/16/06 9/18/06 9/18/06 9/18/06 9/18/08 9/18/08 0/18/06 O/I~/OD 9/10/00 0/10/00 0/10/00 0/10/00 1l/ID/06 Il/ID/OD 11/10/08 Il/IO/DO 11/10/06 Il/IO/DO Il/IO/DO 1l/10/1Hl Aaron-Ruben-Nelson Mortuary Site Construction Plans 11411 IIIcldlllD. Boad Carmel, Indiana ..uo32 Owner: A.vua-Rubeu-NuOD lIol't.wu'J 13Z01'.lI8t.lsstnel. Ind....polU, IN .- Ph. "7-848-660' Fa: 31'-IU-o.ooe GeDoer.J Kirand.a. Cautnu:UIlD Coalnal= ~IO N. US 31 1'hItel1On<!. III 441D< fb. 317-5~~ Pu SI7-~9D9~ Dap" 01 CommUD.Jt.,. StrrrioeI Cumd at;, Boll One aria s,uu. Cumel, III ~ Fb. 317-071-UI7 RqoI......, A&t.lllq: , TITLE SHEET FINAL CONSTRUCTION PLANS Project DescripUon: The$. pkms constitute Ci~iI-Sjte Plans f~r the construction of c 10,500 sit commerei(ll building 1/)1' ust os. c) mortuol"}' with Nrking foci6tie:9 on a 2.8:1: dele trod of land at 11<411 ~(;I'Ii9on Rood, Cormel. jndie~. Other mons exist for this project. See hclVtedural Plans. ~EP and other plans os oppropriote. Ttlis property is not oH~ted by tl\e 100 Yl':or Floo<I Ptoin o((orClin~ to NotiQl"lQl ~ InSurQ('\(e BoundOljl OM Floodwoy l.lops. Thl': referenced mop is. Hom~ton C<<t1t)'. Ir.dicM, Mop Numoei' 1~057CD2osr l':ffecliw: date, rebrurry '9. 200J. B~rlO~l\mnr'" Il'Ifnrmotirm SITE IBM 11: "bJl noil in ..est side of PWPjaJB-6J58 Io<:cted on the east s;de of t.liehigan f(ood QPproxim~tel'j 55' ~utt\ of th~ $Out~'IIjj~t comer of Ihi$ porc~l E!.tV. 901.94 Revlelon lIlock '""',Ill. 1 I.~ Oott 111Q D. Scalt Bo.rdt-nel, P.E..t L.S. Ph. 317-530-6181 Far: 317-538-822D 8902 Allbee" Cl. IndianapoJis, IN 48256 Project Number: 2008-061 Sheet No. CL.O ~ If " ~ .. . , l ! i J ~ ~ ~ . f d i E ~ .. J J " . _' '..' .' ;, ,"', ". "'. .'''" .,: ", '~', _'. ,::;' .,:":..~';;~:' .',... " -'.. "'" '_~:.-"..". ,'o", " 0 '...':c..;.....:.:.,..-~.:..:_~.,.;::..r:\ ..'" AL -A/ASCM L.AND T TLE SU R\/EY \ C.P'\(: IT,on fOln:1 1.6' , & 1,6' e, of ine , , "'"(leu:;;. , " " ", ", il W02dhlJv~n Sllctjon One pel. PAGE 22-24 \ DEED GAP OAP LEGE~~ D IMU t.:ml:ldro .,rrbOil tN tu w'\d rn HI' U't'''''9 -,- -.- E\.A1EO OLECTI<IC r "iN n::u; HItCf RRlED :,\!:; STO'lLl sellUl E\.A1EO lllPHOJ.l: 0\"['1 IUD UTL TV El.FUO WI\T'EJ; ~".a~ 1..&H'r SI-'llJ-H f1iIV~C'r F[~a: t1QX 1lI~ OCoNCR,re ..oolJwENT r;,jCl( ll.~ N..l mA~$F'a~illIER fill[ IlfMMT n.."~ POL[: tlR rr.Ml lKN P'lr. IN r ~5 '4ICTtJ"I: W" L'lIL POl, Pf_Nl ... n N....t; No\l.. Sll Lt-. 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Indianapolis, IN 462b6 :n OCR !m/4 :lECl" n;'lj, LlE CAPI'ID RlllAll F1lIl J\OE: ~~ sraw -'iCE FER STIlTE PlJtH[ COCIF'U"""'1E 'YALl..E.S.. NI~ EA:Jl ZlJHE.. t.u. U~'t SSUE/,""S;o R'C\1[W:D mu: I'OJ::'" ,l-.r. 1"0.: '," Y ollT"- rT.....::2~J~; A$H SJRVEYING, Il\:C Land Surveyors lea NORTl-l ~TAT~ ROAC 267. SUITE 10a AVON. IHOIMIA 46.23 0531 (3'7) 272-0877 . FAX, (317) 272-0B7a 3T 03' t' ::~ 03 14111 N. Michigan Rood Ziansvllle. Indiana 46077 " Aaroo-Ruben-Nelson Mortuary Site Construction Plans lUll lIiohi<<." Road Carmel. IDdlana ,= Owntr: hroD-Rubea-Nelt6D lIortuUJ' lW ... 11th Street ladl....pou.. IN ,aiBO Ph. S17-a.e-&501 r.. S17~-ewlI f:.enenl ~ Cao.ttI'nd1M Contllct.or: ,UO N. US ~1 1fhItmDd, IN 4ela4 Ph. S17-53lI-~ Fu 317-m-UaU' IecuJato.,. DepL of Community Senice. ~or: Coned CIty IW1 OIle QorIo Square ConeoJ. IN 44032 Ph. S17-~7J-:U17 FINAL CONSTRUCTION PLANS Plan Dale: September 16th, 2008 GelIeral Nol.e8: Rev:lsicn BIQck ~!w. ~. Ikl. D. Seatl Bordenet. P.!.. LS. 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Pb".311~635".09f, :e,t' - F.ai_:~~?s~_~,-:-_~~~' R~~rJ" ~~ Dep!::;:Of;(~imi!J~'Service~, A(eDcy.' . Ca:rm.fl'.Q[ty ,B~ . _ ~1Y_ - . ODe.,Ci~,SquU'"e,." . f~ ,: . Carm.., IN _~.l)t-: -.: }'1\:'~" .; y Pb:.;,3J 7~~n-~~1; . \ \ \ Woodhllven Section. One PBI, PAGE 22 24 E i g go' QO'[ \)EEO BQ'~4'i9" E lJ.US - 6~~,4Q \l[E\) \>l . lJ.V<S -/ . tl;JFf'(~ 'i_~ ________ -------- 15' n'Pt "O-'lOF"f'Zf...O'-~ ------ - ~-O4 lP'tR --- pUt i:-H.J --- I " 't, ~,' "l,' 't, <;, ~~"J .., ..., ~,' ...",'""~- I: -- - I ~~"t1-f;),1~1+a.l "\,1)"i;).1 & ! IiI f6i~ ! ~;i II" II I; U +n.l +D.l +1]0,' +111 +<),1 +ru ~{j "" a .; ~ c.J p~ <>>"- ~~ '" " o '" , - - . -"'! '. 1fc;if.TfNGi PLAN, - ", - ""....~~ .......,.,.,~-~, ~-""~~. tM to.ll +0.1 "'"6.1 '"t.1 'Iill +011 +a.1 +0.1 -Io.n -tal \.1 "'oJ ~_I --10.1 -I;).j "\1 "\1 \1 ~., ~"I t; "iI, -In, ~I 1JJ.c. in "- , ,'". . ~;~, .....:.. ~_,- .,' '~r~:~;., r.:~ ,FINAL;'CONSTRU CTIO N"}l].ANS ,"~"'.;:.:">"'~'; ~-~.' .~_~~~,j":\.~\- ^JitJ::t \. ~.i: "'1.1 "t, .1 "'ILl ~, ~I +a.l GR.\PIllC SCALE JO I' .All phl)l?n'letcie .meo:!Iu.ri!mti'lt~,':i~dieCrtid,orL,thi~, "i!1t':d"~;'~ -in:'f~p,]'idlt':"i - :,1 -1;).1 '\1 '\1 '\1 <;,' 60 , I I inch = 31l ft. <;, '" +" +011 +0.0 'c, ,>, '" \.1 '0.1 "t.1 -\e '\t ~'..' 0.1 ..- +ll..l +0.1 """ "0, "" +", .... .... "", 'I., "" .... 't, ~,I ~,' In::;tr #1'399-45727 '" "", "" "e, "\lI +0-.0 +.;w +~ +0.0 +0... '" , ~ ! J .. BE!HtJE Ii'KE1' TC..;O"l IN'Io' W_8%2 IHV r..s!)s ~ i ~ ~ ~ ~ \ \ ~iffb, ~ ~ f Ii ~ ~ ~ " I ~ l \ \ \ \ \ " \ WOOJt'II;JV~1'\ Secti()(J Dne PB1, PAGE 22-24 l < \ \ ) .-/ .. \.\U6 - N9G' 00't: octO / N l:IO'5~ 19 . [....~ 6'040 0[[0 / / ~645.'9 "'v-> -f~ SF ;::,;;::..---:s,~ ------- --- --- (/ ~) / / \ ~J .J / ---- ---- ..--- / \ ~ " '--- ---." / GRAPlliC SCALE r 1 incb ;:; 30 it. /"' ---- IMtr #1999-45727 ""' 60 I Cl:!lST1lIJcnw ISTCI1I11iA1lll I'OUII1l0N PLIiI ~OC( - !SSESS~ENI If CONSTRUCTION f\Hl ElDlfllTS A. ,It pIOn iMI!'~ d ~lIM.ll M till$; 'Wtl A2 TN, ~k!prr<tnl IX'CU~ ~...er n ~nlge loL A Yi~irrt~ it(JP ~'ll1is pro;:ct'lI .;;QnslruGtiun i11 rt:krucJl to the p.JIU~lI bwlld.Jry is supp~ed on 0 , hl1 inch ~'101 ond sh(JIn 0i1 this sheel. ,oIJ Se: lhl: ptcj,,;;j ~orrative 0Il1he Hie sheet At Tht pmr:ct ,bttllion Il"q1 iI; 1ve.1l~1i on iM ~M~ 5t.etl r;; the ~oMlruclion pla~. ~ Paru olll1e NW I/~ (If SE-11i'N-RJL llrjtu.k 4J'55"1~, lMgil~df' SS-1f11"ii M. Ihis deJeI~pm~~1 lICl;urs UI'eI C sir1l~ 10L A vicinly map ~toi.il1lj this pmJed's crlllSlrudion il'1 rekl~iM to Ihe pmr.~',,; tIoonrlory is !lllflPrtd on /I 1 h17 ~h ~~1 lmd ~~~ 1\11 this ~rl;~1 !oJ This Mt: M,!; Hut1"" rieigfl~~ 0511~2011iD:W'l AI! Thtrc QIll nQ Slc1I: u.r feoJerlJi Yr/del quoli!)' ,-.ermils ItqLir~d m-: II pod oj this pro~l. ^f".J f'oil'lb of slol't1l 'I.l!)Iet o;SI::~I9=: or~ sb01ln l)n 1M ulility shtel 000 grading sheel Alle!' d~mellt. same storm IIlllef from l~ site drr..e-.ay oior19 U1\ch~JI'l Road ..m mler Wi.;:hitJJn Rd, rus +21) R/VI. ~ $1(1f1:1i v)l:ei will be delain 00 'lit NSt end ~ the property oJn.j leoJve the sile trom the rorUre.J~ mlll!f wh..,-o it "illlolb, e~i~till9, lh.'1.UruI drtlifKl~ leoi..-es. AIO It. dell~nUm p-::,IKI i~ lil~{]le.d on lhe e051 side III lh~ rlll\lelopm~, ~ I~ pre.imf3 mte about IR1lrll'l mid dJr~linn ni d~karqe. Al1 ~I"il.e\li .1r.1~3 ;"tj a~tl Al~. A12 lhissiletrJs'lO~iq;l:litOl'ltkl~i'Jf'lSiJjgro~riwlJterre~'l. A1J :St.i! tlie projed ~~mti'le 00 the ro'o'er s~t for al~ infarrncrtiCJn mjami1g Il~i\ rnpocl Al~ 10- ye<< PrHolI..<:1ruttiM Estimlile of Peak IJschl>>"ge '" 215 cis Hl yearP~1 CCl'lslrucllOl'l EsiimJle ot Pea1t~tilerge:" O.1~ cis 100 ytot Pre-tooslrudiM fsti'l1l'U tiT F'tok ll1$ttD'q~ '" 4,11 tJ!I !OOyeorPo!OtUlnsln.J(tionlslimoteofPcok~hor9fl=O,S8cf. The r.:lle of dei-!lntian h.::s reer, de5~11e:l 10 c::nl~lm .~h' Carmel $1Qrmllloto::r 311.'lr\dord; A15 The odjocen{ lend U!f! 10 -the Mrth ODd eoJ~ is r~dentiol The aJjou:ntlood r.lS~ lo the .l:oJth is com,TJercm A16 The locclilm ond dimensilHls of lhl! lo~d dislUlbgrce aclMty are sl1Oll'n 0I'l :i1~: C2.O. App~~~.m:Ile1y 2..:1 ::I: acl'l$ ,ill be disiurb~. A 17 'r~ existin.3 smol two buildinq s1rudu~ flY dli:e use i1nd Ulre:f small qor.:lqe/stcroqe sirud.ures. ...'1 o:rl:ru:hms lI"e o:lnneded \i~.h pil'led 000 grlJllel ~r~i119 1& oreoJS. ^ 18 fu: ~oils m~ is 5h~n on 1M- sh~\. A19 The slorm,$e'll'ef ~n~ ii$ dimtr,slOfi$ o]re in~klltea on the uiii~ shtet. K1!J Olfsile_ lK~irit~ Iles.;(:qled with Ihis pr()J~ irfl:1uI.ko .J buildiflq lJi-nder l~~ fOfl;e mlJi~. Il II';U be diredi-Jnol bored .odhlt.Jrd along the easl .KJe ~f US m ~pprm:imr.rte~ 700 feel ml~ ond e~i~tir.g Cf,1WD 9fll'olt~ ~1I'::f ~onhcl! W ",O'o'd'lfcm an twi:sti"'J' 1XflI~ lot ono top 5Oil5 wlll be stoltd on lhis site d~l~g ccr;st~lJ;l~. ~. kt:4liYl fer lI1is S1:oro~t is ~~ Ol\ th(! erQ~oo~o~hQj ~I.I'I ~e~1. II mlJ'j ~ iTf:lVeIi ~5 re~uiltd lilfco~ruc1ion. ,ill, Co~lours i!ldkoti:ng the exi~lillq sit.!- t~op~ ore S~DW~ on 9"Idr,q slleet Cf'Id ~o;iDn .;.cntroJ st.eeL A2J fil)"Jltop"3"~tr,,'i-ssh.,.nilnIMglooing~ ~ ~ ! I5SESS~Ejff or STORll'!Alffi PlllUfJON PREWHOOH P1/J1 - CDNSlRIICllON r.OUPONfIIT !31 Polenliul PJlI~kml sour<;;e:> in~We elCfl'il.<<l sciIs.:lM ~lti-r~ VIlhH:leli lmd equpmoot. fhe me-J5Ure5~1 o~mli:lllo: ad:rli-ties lhlt lill ~ ini~aW 1.1 minimiH lhe dall!)el 01 JlDIkJlonls mltril'9 ~\IlI'm.~oter are SM'IIn on li'll$ .sl't.!tt. 62 Se~rie dmrili"'351orTl1'tale, qlllJ~ty 'measule iWfllemenlcll:Jn ~m to IlIld Ji5lurbil~ oclivities.. 1. ScMd'J!e Pf~-'~HII'tICIi.ltl r'l1e~r.g;...il.h Hami'tcn CoUlly :iJrvey-ar's OffICe lh~ Cily 01 Corm&. Engille~ng DepllTlmenl minrnlllTl fa 001.1'5 belore ony wrrstru-:tion-:D'TIITIenCeS. 2, tblify ICIll, tile' 11~rrill~ C'ilunly,Survey~'s OOir,;e, gild The Ci\)' 0.1 Clin:-el Ellgineering DeporllTll!rd IIlhin ,48 hl!l.lfs 01 rlorting COfllil11l(:t~n, 3. P\l~ lhe: NO]ar\d.!mtocl inIDrmntio., for ttlo!lpCISnn 0.1Sae re!'f)Of\."ille lor s1~rm ",mer pdutkrn pre'lP.rtiM. 4 ~~ignm.e'lI\e_lro~ ~du~1 1Ml.in Cilm(lld:t'Ih~ .~klpitt: o/:YlJI~otjoos 5. ~n ih~ 1_rw:liorwJ 'lk1~rgralU'id Plotli P:oledi6il System;, r.nt. rHoIey t,jder') m. 1-&:lO-3B2-~'4 ',':' thee:~ tht l~tmJtIn of on)! ~:ris~ng utai1:ti. They shou1d tt Mtified bile. ,*,M:il~ doJ,'$ ~oJre<<lf'lS11lIi:tio~l.c~plOCt. 6 li1~o]l] perirr.eter si~ lenu. 7. perform cl ~es>al)l #mo!iti~n {w: ~emclililln sheel ef c."l~rudilln pL'll\.';} II Po/:I'lorm ~uql'1 9I'llditog_ ,ijj di$I~~~ o;JrOO$ ~~o'Jl!,~ perrrilllem ~eo=d lief! I.Ildiw.,(':leoj tOr I'1'l{Ire \!lol'l l~n~. C<<i~lrutl ~e\t~~on fo.::~ito, QIkl bloirU:~, ijll !klpe5 9 8I!gir. bu~k!in~ J'lo.'Id t~lnrt~Jl Wjit/l :jt1lb' I.tUity !'tn~hl'i~/COr'1~~lil)~$ 1J~e:' ooil~ tM~{ b~idi~ .ith other pM~ of 1Mlopm.:onl 10. Cons1fJ,P;1 slQrm se'lm. InshllllnJeI. flfol~,jjllll os o1orm inl~ts ore cam~eted. II. rem~n...; 5eed all djsiumed orMS 12. ~rnplelt bul(f.,~ 0I'ld filii ~vift:;j. 1.). InstaBlotKIsoofi19, 14. Connrud um... ~~nnL':C:liM~. 15. Complele fnJ(~ro~,ng. 16. G.Jmplele rri.JtSt!edi119 n. Ir'1spect erO,iO~ to~lr~ I'fleO:lufe! wedi~' or l(l~in; a Moon ever.l 18 Rul~ 5 rt;ql.ir~ Ihnl oil,1i~lurttd QI1'A~ 1M! "ill p..'Ite!'lti~~ be idle j(lt 15 1tJ'(S Of r'liq~ M s\(fbili~o:I (~Nt~, I'IIl.iIeMd, -etc,) irntnedil)t},ly. 19. lloim(li~ o=.ero.ion .JM soornenl c~nlrcl ~rocke5 urlbl 011 dlStlJlDe4 oroos ore permonel'lUy s.tobniJed, BJ ~he erasion wnlrol plM sh~~ r~ ,1tD1!k:n of ,the tOl'l'\lmd~A ~n1~ncl i1nd see 1l11.o! ~ for ddoil:s~,r. he m~tl';Ufe. B.j. Set- the troSion c:J~.trol plWl'sheri 1<< locatiom ot sheet l~.. sewr.1 connl meos~res UllI 5~ tilis st.erl f.:ll details on tI1e measures. ~ See the er05ioo ;;(')ntrol pion ~beel-r<< locofun of ':il'lcenlr~led sed"rnenl conir~1 mea:mes aid se~ this sheet rcr ~~tll:1s on the me.:l5ures. 86 See 1)Je ~ wolrol.pIWl' sheet fu- la:ati.Jn of irIIet prDiedinrl m.::asurt:S and !'.e! litis ::met lor di:tOlls CIl Ihe meosures. 87 $et:,.Hie emiM c.'lntJ:ol plan shuffor lo:a&t1 of rund! eonit.:ll_meosures and see t"i! !~l.:lr deleils on t~ IM'J$Ur1!5 ,66 ~ tile .~otir.m ~~trol pl(l.l"shill fllrllXQ\j~ of. ojullel Ilrollli;tio~ gnd s~e Ihi~ sheet fOI delilil. on lM me~Ufeli. e90 $e{!'1heerosioo,tonJrol plan ~h~et lor..locrrli.::n ll-r ~fode- slcbiliLolioo siructJr~ ~nd see Ihi~ s~~!!rJf &Illils !In lho/: me'Jsure~. BlO See,the erosion,tOlItroI plan slIeel /(:f'lhdoootion 01 tech ~t,yrr\lj,ol~ qUltit)' 1"f\e:.;:~l.It"e oYId;~ It,js shed: .jel~l:i;;::I the measures B11 l~mporCl}' ~ing ...~I be useo:l fur lem~rory sur/oce strMmt~n. See- S;e05llnal Solil pmleclioo ':MrI on thf: shed. 812 londstapinqend~niolll!l\t:Sffilin.tw',nbeuseo:lf_6I'po/:rm.:lnenlsu1cct;sLabiliJl:rlion. a13 lAQleo-illl hlJn~~i'1g i:1ld ~llp1~~I1~i1Il p111l; tn'Orr,ki to rrinirrize lh~ relflgSe r.1f pole~lig pohwnb Ibi~ ~oo:slMtioo l.he ColJtrodor *dl impierrent this mlilefigf trJndiflljl.Jnd slim plM~5or. pion. The fl:nlrad-or 5tli]~ {evie'll this ~(In..ih D!lsubcontroelol! llnd require IMt lhe,.' implement t~e p.:in as welL Pmit;.-: mmetit.b.:ln site ;ocb1e fue5ng. e-qllpmal; ter:<1ir or 3erYire. ~\I"dHil'\9. liJ~l tlIntml, p.:Ii~l~ Mid'$ON~1i, md w.]s~e ~Ild conmt~ .~sholJt. 1. CPIldr'U::loo ElllIipmenl . 0, Fueling, lub~tlti_6rlIlMn~ki~: AJI 'qJ~ral~ ilf~m~r.g th-s _~,ddit~~f _~uids_ to ~~ui~t ~houlri ~dono/: ir. i11le klcdiol'l, :\tI _tMt ~pin~ IIro/: lim:le.:l,tll Oo'I~"loco1iM 111'0 iJ',e -Site,_\iI'J~h lIIill focilllIte tho!!,Ue<<lIJP;of tP~ls. If ~~ I)ntr.(! rl;iljin.~ toM 1:5 ~Ionrted 141'be o~ site. It shg~ ~ oo'.lble,wFe;! oild st.oiild ill th;5 deS'1!1lluted (lree. Th. lQ(;o~m is Oil (lfi<J 1~1111n ngt ullol s~ile.:i "~id'lID"migfolf,inill !;jiiitrf~c:e SllnS:.1n Ikevrnl 1J.f./l sp~l, 1M fiui-rl-shct immmmle!y be c1e<::loo up 1:"(rerm'~ng the cmt~incled roil or !rl/ln~ li'nic:h sMlI be di~fli1 of in on o'I.':up'loblt rMnn~', -Sflil!l tin I'<<d S1Jrl~ $MlJ bl' ,_soO~ed up Ily cn;.:JtU!'Mi'lle fM\trial.s~t. ~ Cil Dry Md IIIe OM~1 rr.oltri~ .:Ii$p05o/:d,Qf in 0 pr"'flel' manroer, It.e spill 51101 mst:l N! repM1~di~diirte~~ the CMlrodels SlJl"frinten.1e!lt . b, Eq~j:((I~I(~if,~t'l:IJI~. II'ne~ flrJi~ 'm~st be remcrie6fr~ the ~uip[jlel11 or ~'possibilll.~ 01 f1uil s~~1s i5 hi~, 5~~ ~Iays be .jol'le .';tfl5il:e at QfCKi~tj' thai is in~lt ~ilQbre IMn -Il cOIlstructicll we ,to' hiJ'dle spill!. \IfllCl'l equ~pmenl mu~1 lit ~poired on!lii-/i a shOOJId be ~~ to 11'1I: mlinteno~~ and IIII!Eng lI"CiJ If p.::ssi:::fe. otherwise, 3Uitnb'-: 011 site c. 1J~:~~~e sfi~-~ cQ~oj~~~ ~~~~~:u~~;~~~:~ ~~~~te~~or~:C.:I:Ch~: ~~/:~ ~~~~Ils:i~ ~~ dt:=d;: ~i~ :~r~ n;~~ twon l~ (untoi~1 III a proJlEf IMnr,fT OM lh~ ~o~tairrr di'!pMEd'ilf i~ O1.nr,e:.:pli'lb!t manntr, [""Piy ;\i~pM/lblt MntO.UIS, ~~ O'l qrf~ tubf'l /ln~ IJbritotinq ~~ Mil brlikt :1uid ~tllil\fl'l, Il.n;\ tnl'lr jWJ.:/lojinq, sI1QII,~~ di~p--"$ed of in a pi~ mor.nef ond S~QII' not be leit 00 the 9fOilnd or 11 th~ open m the construdic1 5it.e. 2, CIlnstructior, liJhli::ll> u~d lIEir PlJGku~il'l9 o frMilln. iYI~tml rT\o/:o:!;Ur~ ShallA mI ,hfje flIor.s ~htJIl t.e- !m~em~le~ pr~" I:Q (1M ~urinq ~Mtrudior. ill. t.'ie pro~: ~Wtr~irog 10 rninir.",i1/! $O~ HoMn, (m~iM c~nlrol$ ~;~('III bl! ~tc~ and moinl~l1al IJ:S ~'nbed elsewlere on. these pklns. uces~ dLlStl19 of sg.iJ on lht sit'!: .h:d1 be minimi~ed \::y fe4ut:1lg t:cnstn..dion IroHiI; llalJ5'ii ban: soil d~rin~ d" IIld/OI wind~ ro:ott'.er. ond D;.' oppfiplg loter or olher occ.epi.Jble dust .;;oolro] m.,;lw~ 10 lhe soil. U~n compleli"o -01 COOlilruction WId suitoole esMlishment ~I perma~nt veg~fulioo, lempmmy er~ion con1ral rneaslJ"~S :SlJl'h M sill le~c~. ~h~k ~Or'1S cn~ inlet ~rol~t:or, do/:\ire ~11:J~ ~ femMd i,1 C m.:ln~~r io r'1inimile oddit~MI IlI1d -dislmme. Nrj arero ihh.Jrbed:~ tht1~ i'Jf\trt1l:i':ft~ staJlI ~ pi~'~ fl!'t€~~\llt.~. b. !.orqe 1'Osl:e.m.:ltt'fiols'<;;reQle~ b~ ~uttin~. iill'llifllil, -dnllOJ.,(I( cll\ef O'Jer\llicrti swll be pr~pt!tj rhp-ood of in suitable DIlsite I~~l.e clll1tainers. l!le .ile 50011 be che\:ked 01 tile end \II ~~~os~;~n:~:i'~~~: ::: =~i~rb:~~~~JI~~: ;~~~m:r~; o~~~>~; ~;eo~~~~:~ ~o~k:~tU~n'~~0~~iC~~5i:O~I~~e'~~:;~~~(~r:::~~' to rnilliniu ...~d di,perS(Jl, P.x~a~il1\l u'ld:! If) lransp~rl ITIIl'I~,ials Ill" ;.he sile 11lf CO!l3truction ollh~ facility sholl be ;i~)ose"d ~I properly, ...-hether lile mnterloJl ig totfn out el il~ podoye II1d Incorpcrnled'int<l [ht- prtlj~l.lmmMint~., or st~ed OI'l~it~ lor iLl'llll't: ~~~_ P&lfl9M mo1f1i.':b ~ttV'ed: oMllf shell be in:i;~!t:d r6]~llIrt1 and MY Ioltle ~,~~.'Jg'lIlg ~hall ~ io/:p<Jirtd IX disposed of'~openy. c. A\jdeWterifllfot~cL1ilies shall be done in o:tordo'1C~ b 9000 'elOsion ~ol\hol proc:lices. These proc:lic~ s100ld ind.J~ Ih~ lJSI! of dirt bog! soch os Dond-J Dit Bog'!. The ~ or t~ ty~ tJ <Ie-mttJ'i"1 dt':'wil't:$' 1iIm t~ In{~ ~o)'liilie., M :l:t1. ~~~...t nnd dif{ l'I~d pfevtnl t.~~t l1'I~ttMn~ I~ er'lteil~$ll)ITl", ~~tt ~en'l d ~utrio:':nh ~ndferHurn. shall o~ly bl! u~td 10~db'~ mpid \ll!'ge1a~i~n, iIih~ l:Mse pro.:!ud~ afI! ullzN.- 'thell!!ff 'lholl~ p~ $trid ~tttntion to the produeh retl:mrnended u~age_ ]. COl\C:rete.WIl:O!e Wot.er- ll, ..1,11 concrei~ lI~e rater 5.'1011 be,d"lSp(Is.::d IlLin the d-!sigr'lllr!d are,l. SC~ ccn~rr.le lIIosh-Oltdetcn. This c'e~ sholl./le i1sp&led'o~ 0 doijl ooiiis rt5- 0 milim:Jm, Whel'l this Oleo ~~s:tull, ttll! pOtUlI1t!. 'li1d1 t.o/:.m:ll'IO~;..plote-rl in an occeptoblec~n1oi.'let (lrKI-dl5~s...-d of iI'l 0 pr':'~r mmner 4, PoiIIIPrw.u;::1:$ n, An !yce.ss pniniood i~r relnted' ~rotiuds s~1lI1 be di~Jl~s.-.d rn in tile mllnrrer nL 'IIt<<:h IIIe mmuto::lIJ~1 suggests. U~d~l NO dmJmstmces will plIi~1 or tlleir rclalerl pmdJcts b~ clt:al'led _01 d~~<lst;l oj In SlSI, sanitOI) it'ier'S, storm !ie'W1"S, dtl~n~on lmi9s or blomed. My v101.Jtlon ~i this ~'Iilll be- r.ep..."fIe.1 lo the )00 :i.lJperint~n:enl. Pr~Lel for :;pi!s t &Iric~.e: l~r Orell c1kwing no ~1"ieltS to e-nlef or ,It-a.'~ Iht ~pjll 1(1ne. V~I~ '\11(! {it)' 01 Cormel rie, (.1ePJC1menl 3.Nolil'y \hI!: !MIOI'Ill De~rtmenl of(rr.\~ntol I,!.]Mqenitnl, Office 01 tmergenq Ro!!p.YI~ ~y CIl[n~ eJ.17) 233-71.5 or (B8!lll}}-n.~. ~,!WlifjI ..~~I~ letO'ler]' tllnlruclor, rnuin~l:1g~t:~ pllr5mnel. Of ~lher pen;omill mi, ne<;;es5\lry lor cIeu\1up, 5 CMrdinll1e md mon~M cleeoop ul'll~ ttlmplete. fj,C~erolc with U1t II)Ol...{)ER o~ pr'Otdurt1'~'~d revort:i invollltd wi'ttl l~t~c1l BB l,jnirltena'~,~~ gtidelil~ are stil.n CIl Ih'e er.Dor1 C'MIrDt. pliln she~1 or.d this snfl't. 815 1rm ore neoolh!ll.:4s a$S6C:i9t~d IIIlh Inti prlljtel AI eontlruclion Coteun'on ll-:bngle por<:eL " " .. ~ l ~ J ~ ~ ~ ~ STOOOlA1lll POUIl1lON PR[I{N!J()N FUll - POST Cll'ISllWCllOO C~P(lNENT Cl P~I~ni:lll jVIl!.Jlo'lnl$ M tnL11ii,., IIf~ "", futJ, ~"Id ~thlr fl~ IMrn 1I~:,iclt~, lrM[o" ll~~ Vf1)tl<'lliM fNliml ~t.t!l\it<'lh C2 (0 Sill f-!ln.:~ tll..'J~ ttltnlll'd; (2] tht ~~I~ cMl'llrudii'ln tnitll1u SM~ be ~mlll!d; (3-) lnt tOl'lCrtte WIl~h(tJi S~lI~ be: instl1lled; {4) ~ft~r rou~ grt'ldirog, blo"l!lt al tllMlndtd slopes ~te~~1 than .!~i: 15) in~ proter.ti,"lM sholl br.: in~tolled lIIiln Ihf slorm W\1o/:~~ (,:;! ond Mens I~rt undflluio/:d IN IMr~ thnn 10 M:r's ~n~1 he sudo;d C3 The ~t '::MStruCUO~ ~Imn \lIoler qlllGl)I me~ure coru:iib'r} iI hoodeJ mid ~umped ~o1:h ha;ln lobed by on ACS ~immer/~~IM~In~[ trf:e se~menl r:~r,kcl 5lrm:lwll. Cf ~ MI~ Cl C5 SeenoleCJ. ~ ~ ~ CONCRETE WASHOUT (CW) ~ ~ . 1 " ] ~ ~ ~ ,. I l Soils Map SY~BOL NMJE Br 8r(){J~8lon silt~ clrrj loom ldmB2 l.Ii.:Jml silt Icom, 2 to- 6 percenl slop.!';s, eroded I . to Stable Construction Entrance Details (SC) IilfOUREloIOOS ~atefilll= lhidon...... Widtl'1: ~"II;./>: Wo..1'1irq Fgcl~ (~r~OI\III) 1'.t:.'l1..dilt ro~ie: Urw:ler1mer: ~-~_ i~.-,i::~ ~I[;n. (INOOT (A Nu2) O>r:.- C ,lob" rOLllldollon. 2(! II. m;n,moJrn..- rull.iotth 01 ont'on<:O/!/l')!il, 'I'~k:h!:W, ill "~CI". 51! 11-. miniWl'.!"l. n" ler-rr.h o:In c... Inor1er for =tM11 :;1n rwd\ ~ 111'10 iMiwidool r.:.1'I't. L....I '''.lI .ith J in. w<L~nod .10.... m,nlmum ".- 0 oom,",o/!fciQl ,~Io" 1lI'v.l "~lll "'~.. 1li1oer'Wl 111 ~ :!li"(l\1T>efl1 ~I'(fP \'tr~r to Indii,.." Hondoo"k t<l<'" E,o...;m Cont,oI i" [J.-,.~"'rN"':I ;,ecu, P'f-Q~.;e J,ron ~ b<: u~ .r>der .<:t """dOlic"" a. fa, ~.,;.. .ah;., 0 hiqh ~"[]''''''al .olor IQI:l~ (Q ~rQIOkI~ ~r~..L.., b<:cu-;'-"" l't(~-qIh Permanent Seeding Details (PS) REaUIRE~ENJS :?iil= OI'Wl le~db~d Q'c~r~LiIln: l;ra.:kd, 4I'Id .1'1'10: OI'Wl krtil,z~r ~Q~. ::o~~~: St:l<:.::I.d ot> ih~ h~~ or !.o<i I-,p.:. ll:Iil pH. ;e.g<in or It.:: "'-elf:. Ii..... of 1~"", ond pl",,~.d ~ ..I the 01"<:0 10 "u~: C:~:m ~r~t-l u1rgw, My, ,,~o-:l ~I.>I" '11.I:., 1ll' :;R1er;t lin@iN ~n' er.=Nro~e pJa~l ;Iall1to. 1l\~ 1JIl,j1cl'o rTICl~ nNd to ~ ll~ra.:l t.::I .rUoc-l;rerno:mll Or ....iI'Il! or i1i,lUr. /JI' ~rll';M e.tonlro)1 ~lo:Inktl5 rI'Io:!i tI.. ~Mio!:r~ A?PlICAlION P~r'rT.::lI'oe...1Jr ""..d <:dl finol grlldo ~''''''~ (0.9-, I"nd!;c.~"" b8"""', dr,,;""9'" ..";,,;,, """"~I"" ,."",bol ~Irud......., ~c-> o~ M<:h i~ mmp..led ond rdj or-an .""..... ,.,,"';"""1...... i~ IY.>I ~~ho:iN~ r~ u f'l'rilXi vf ml:1~ l~~~ q j'I:'Ir, S<1~ Prtpllo""ti,)tI: I.) 1~,~OII praeliou nc~cd 10 cel\tml ~rOli'C~. ~dimenl~o~. OM I"uI'IOII jJ(ilIr M 5ttdin9- T~lll irICllIIlto tempmlrj< (In.; p.erm~~1lt ~15iufJ\;, seilirre1t lr~p. ~!Jd ~i'l!;, ellll d\ rCrlCes., (r~ier io ~dlllnll HVI\dtxd 11Ir (rc..ron C:oI'It!~1 in OC'IIdOjling .v~~ Pmd,~ .:'...21. ~n. 3.n, 3_73. and J1<!) 2.} Add lopu;1 t; ollh:.ew. rwoloded depth fl:, ulobliGhTlenl IJf V6!1.t/ltio~ (refertllo In.follM HoJrldbo)()lc f.:ll [rooiol'lo CIIntrol in 1)eoy~1~~i"9 ~'" Proclite J,02) 3.}(:rodelhalitll-oJndlili'ld"'~lioollhatClll'lCOIl!.1wm..r. Seo=dbtli:l P~e;llIl':Itkll\ 1.) le~1 IIIlillg dllerminc pH end nu'ilienlICYllI1. (COlIloctfOr.r ':lJ;.Inl~ ~D;I Cooper{(J'I'! EJIIIn$\;ln IlIfi(';ll fel q<.!;;.,t'ln~ (If'I~ soils 1'i/(lI"J"I"JOII....n, i.....IVdi"9 If\'\JiL:JbI~ 1~'19 sel/ice..~ 1.) tl toil t*I ii UJlju;lobkl for IMjlptccs 10 t>G !lOSllIlll. apP'\o limo! tJC.Cofding to tul feeor1lrTlU>dctiool. .1) h,li1ilc' lIS ~&.1,"IO>ew.d b:I the ~oiI1~1_ II '~i'lg ~II'I MI: drJroe., ~n!id!!r ~p~'Ioi~g ~-1500 IIbl_/-lIb'I'" -~1 12-12-t~ 0fl~1I, 0' I<l~...,ltrnl, f.rtl:iI..-. -1-.). 1111 tll.!! :Elil te ~Iolin ~ IUlit~rm ~ol.'ldtHo:l, """r1U"9 tI'o~.I>!I1:i")~r dfld lirnt il'110 Ih~ .oil 2-+.... ~r>..ith (J di5lo. (J4 ..l~~ 6prrOW OI:r-:l~'. It.: ~~. Setc~ Opllmum ~"'" datu ure lIllr. 1-"'"", In amI.l.u'il, IQ-SotJt JQ, PcrmoJnoffil Soedi/lg conc belilc-=n p,jll'J 10 ood ,IIu';l.1(1 m,'I)I ntM to) ~f: irTi9"(~:L M M .:.'1o':11'1il".ivc. u:\:I: lempo",ry. ~=lI"!3 {,"'.,. (" In~i:Jf'<l Handboolc fer &1lIier> ~""bol in IM'I-!Il~~ing NOCI, PrBtlice J.lI) uM~ t"-!lIl'e1fd1!d &lIe 11If f\elmJrunl ~"'Il. 1,) Bll~ OII1ite -:onclrlicn.:!Iei1 pH, inll9lClt-/l IlInd use, rrIII .!Jo,!.:led ~I '" !T'IlIjnl'l!ncl\el!, l/!ltd 0 s.!ldi!'Ig mi>1l>1'oI! and rate IrlloTo tlJe Mbl~ Nilt.ili 1~ App'y ~d- lI'IillIrmy 'II'M a drill or et;IJDGtilcl-:luaer or to,' bllXldllCl3Mg. ond w.v Ill- 1:1 ~J1t1\ or !/-1--ln ir.. 3cl II dr1lllnq ... hfDOO~aOtin~, rll'm II,. .l!'IOdbed oolth) rolto, CJ ~ullipodl'. -1-_~ Mulrz.'oa 1lo':I"~ ~ (r'tlioll"l....II\/f~~ HioMhM~ lor.(o'O""o:.> r.l)nltd;n,~kir"'l -"'''=, P"",Iic:. .1lS). Con.ider It5lIl!l 'ero~IOfl coolreol D'onle\:ll on SICl~in; ~1OlI1 iretar lil Il'iOiano ~ r!:t. Erc.sicro (;~ntrol ill ~:IO~il'lO Nell!l, ~IX~ ],17), (NOTE: If s....d~ il -done .ilto a ""Il-oReder,' r~~i2a- and muloh -=on I1e o~""~o;I IIith "'" ~.o,:! i~ Q $!o.I1T\' mi.--1,"",) Thii r~ble p(o.,.;-:'l",. ....~..."j "",MinI] optillM ...dd,tiol)(]1 ""..-<:I ~""Li"l o,d midur_ 0'" auoUobl~ comm...-ciolly_ Wt.en u:~clin.; a mixture, ccn:.idcr :lite conditiClf1:!; Il'lclu"'in~ ~."li P'~,rti.M (e.'9.. M~ pH ofld dro.... "''le). i'l.1i:pC lI~rcd .on.:! Ihe tol......,Ce 01 eoch ~p.-c;e~ .to y,ode ond drou9h~ne,.... ........:i ~"",,",.omJ mol",,,, R*~, W;:O" ~ ~tI kiJ;/ D&iurbfrd ~ (~U:11!r1r; A:iIil rIM I rr.) t. PtrenfliOJ ~r.,N; ~ .... 50 IIJs. .16 f~ 7.0 1- "hl~~ fI'r !rI.Wic- ,!lMr-I' 1 if/' J i>>I;:. ,,_jf..r.ludy81ut<~ :i'01bs -t#lllODb'I"rN"Mt~l/J'" 10 lb. 1'~,'/d':?<I>!i Jk il~, ,,~ -t~'lMf4I~f: IrJm#. -t.J,ilf,...-M~(~ lif}1~. .l P~f.iOJ ~/MJ 15 10 .J() Ibs.. -t Irl f=ciN"" 15 kI J() ~ ,,_ roili~ .J..~ ro ,r,o Ik. S.J k> 7.5 -tkl6'ttlo(l(..!I,l~c~ Ilo2/ln StftP&MS''''rn;lCllr'',L':'II'>kint_!l'.~(ri<:l'AioIlttdJ r. S,"""lJI B1~1rd':fl ~5 M J5 Ita. 5.6 J,; 7.0 '1- 1~ dD.-- '0 11:I :to ills. ,}.JoI!iru;~ J51D5lJ!h.i_ ~&j.;>:nJ '1 ..".)~ o)f' JoJi~<l tl:l.ct' , tll 2' 11>>. J.rall;~" .11Io,So/t;s. 5.61.:1'1_0 .,. mdo..-' 'PJQ 101tn. (R<<:.Or.1menotK1 fIOi"ih f}f US "0) ".D1c.~ l()kJ.JOf!;s. '1ftf1clowr 'OIo1'Jh1:i. -t.bOOo>~ Ilu2./bs. ~.i'eru.I'~-OJ~ 1Gi.:.r7~. "'Id(~ XJID~ft;s. (R~Dl'!Jt"Iit'fIiiMffJlJlt 01 US foJ) .l.Dlfflll"JldM9lllloin!~.4rl!o2! L 8lur9(tl't! ,rl5 M I-It) Irl!J 5.5 r" 7.0 2. Pt:fUolli~'~/= 15 !.:I W ok. ~~ I-' 7.0 -t bI~(;fi JO W ~ ib. .lr~f~~I.r1-I~;".o- 1.5iI.,M,J}[JII'.$_ .,.p/~ 2OZOJCIU. -cMIl/MtrM" .tl'eo3!OICMM':lmMd f){j~ r.~~I~';ross 'OOttJ,I:iOIri:I, j.~Jil'7.0 -t'.M.M'.b.:IJ1(){~ IloJIbs-- 1. X~.1lu.:ty i&t!.!Ji1!ill 2().m~ .,. rmm;,/JI "'--Qn;lm~_ lOin. lmeit~ 3Jta ., 1irr.t1f.':V ~ Ib4 oj ~...rwjoJ t)i";I<"""' ,~ (J;~. f .M~or~d~l:l.n'" ,to'llDL .1 rairr~~" 'OOt,:, 1.50/1:1$. 5..S-uI '.5 .,j.b&n,,;"'.;'h.1...;/c.w.-' rtu'Jlbs_ ".JaJlf~" raoto"JJ5()It:~ '1 ~1fr.(riQ/ 1l\e.;Irr:I~ ,~ io to fZ. '1 ,r""flJ!:l.y ^.bo!QfO.<< r~ kJ ro Ih . r..- f,.,..t l~: (g; j!'il~i"!Il' ~~ 1hvuld ~ irnl~\Il-:1le.j; (II] se'I'Jin',l midu,"" ;o~i='"'n>; ftg!Jrnn :~a~1r:I ~rclefll~;oe ~j:r'ii1(l-~ clU1~U\jtI tho/: ~r~:El 1l'lD~ b<: lall-!I-=>!:dal ood IhIllt-!Juml! Im:ll~!o!!do!rl (ProclJr:.", ~_13); and (~) il "'9U1""" o",I~II-~..;Io$Qil'lerJ-;lyroJll .. T~II lcSc:uo proYidaa ~ml! .~r lor, 1Ir>d,1TIOji be. tOll~ to. _ 1~e:iM of ..it::!I~d, The It,WR '''':<>9'"'''''' Ih ~d 1..- add",lionol .--rt.h un ull"T':rmj..'l"i W foil i~~~e. ~uo::h (J$ bu(iologr~s, ordJ..d-';lrD'll, =u~i~ b.om!1fT1l~~, >JM _ikh-...rc==. Thill r=rltl,.i'l i:Onj.lrdWn ,,!If. llIlmll~mGWr1l1roo:l, zl1c~l~ I~JS O~ CrMl-)n co~t~1 <Gh~...~liC&, lIoiidli'le ~OlIieit;'. I"'" dumbtli.lj. a~d O'OUIlIht rt!I,.ll1foO:. WOlE: An ""'- a, -.t..uI: compdnO:ln or"nunt~. ~mr """l' bd ...e::! ,.ith ""Y a; tho. oh.:..o.o 1"'1DItl~...nt '~"'J ....,.iu.-.... 11' "'1, .1 " b=sl 10 II!R -:lurin\11h1o rQt1 Slld~l'I;'pIIJiod. 'llljlK~l~ afI... ::a.pt.I~ ~~1I Gl 1M fO..:llojill'l rates: ~~I\g 0021:8- 1J~ t~ J/i. b...joer!; 1Ih""l~na _10 u.:,n"~'bu.Jq~",. ~AINTENANCE I.} "~!ped ~d;U1Iy., c.'Ip~.iaDJ <:It... ~1"'rm~Volrb.. ur.tll lhe ~tllnd ~ ~.JC~u11:r ""Iilb'~t'd_ (Cnoroc1~r"',-,"", of .. ~..:c=tul oItmd inclu(jr; ~igcro'n dork g".en <I<'" I>IJ",h-grcen scedlinop; '''''"If}rt'T1 "",nlily '''''1> nu'~ plo"b, Iot;!umea, ond graaul -'I Lnblrrnl>o.,,; 9'~'" le~; CIo'W:l tile penmnN:JIs '_,,;n;~g g~n 1..,,,ugh,,,,1 t~ su....me.. ~I 1.=;1 at. tho! ~Iilnl boJ!lt,) 2) Pl<!~!~~.;d f~rt.iliz~'l/'.c lollOwin<;~"'; n_ -=.ding 10 !oil lelt I"C<<IIIlmCl"l<Mli~fIa. J,) R..poii dum'Jg.sd, b.;ari, 0' spO'n or.~s ll'I' nllhiloJnjl 'lJWe!, rrfl!rt!l'tzin-;. q>.er- or ~-~~o;!il'lQ. Ohd m\ll;:tlin;. 4,) M fl!Dr'II ,~<:I>'tr ;S' ;POl'll'" .:Jr ~ltfiy. ~ Ih~. pl:lI'tL rooL:i:<ll. tM!.Cn, ~ti1 r~ti~ly. i,iorl:lu'~ tondilicn, O/Id ""u~hi~: thoetl re:::6i-r ltJ<! uff.tled "foe oilhi:j ~ """,-s.<:din'l Of b)' r.-n..d1ng ~ed mulctJlng ~(Ier re-prlpllrl..q till! tHdbla. 5.)" ve~tien llli1~ I... WQIII" t.llIWder ll(.Jil tesftl(l ~ dtLerm",~ o6.1ii)l or I\1JlI\erlt MI.:ieocjt' prolllM1!_ (CorrIDt:t ,Olll" SWCD Of too(len::tJ....&t<<lefoo cff."" f'lo' ~icl~ll';(l,l 6_r ~ oddil;.,.,ol (..,;;Ii.!illiom i~ nco:dCd 10 ""I c ,"d..laclo~ .lon<l, do 10 oc<:or,jJng 10 IOn tnl 'rocrrIm<!;n4a'licnl. ~lABILl2AIJ0N FR~CTICL JAN. FEB. 1.l,ol,R. ""PR. YAY JUNE JUL Y ,ol,UC. SEPT OCT. NOV. DEC. r:fRYIINfNT SEEOING ^ -. ;J.J/i 1/1/6-./1 I.,. \' .. ':- , ,lIIIIlII___.._ ...... *(... I , , I A " I ... , , ..... I '---.--' " , , , Seils dr.l1:'1e{1Uon \.:1ken from ihe IndicmD CIS Altos. The sail information i~ os 'Supplied by the St:lil Survey Gem;raphtc (SSURGO) Datobase, 2006. """"""'" ('onlrlQ...ti"g /'I~\I"'O'il~ W~ 1l<K'lid:riter. Riprap Ditch Check (RDC) Dar'rI ~idt. :rlooo'r. f)l~t~ncc b~lwl!en dG'flil~ , ~'eor'rM.im\f'Jlc 'J: tt.,hci.;hl bul "I Ib<l:l-t !I In. lo.......r I~a" l~~ ou!,;, cd9"'" III natural 9rTKJ...d ....""'Uon Z:1,.,'nott.... $p-Qco-a- SoJ I~~ ';00 g'i Ih~ upltrellm d~rn III tnll IQml -elcloation ll~ UWI ~-Qp. ot tn dalll'n~trllllm dom. S-tG01U%e.cl to resl'l ~IoJlSlll". I~DOT ro.~..tm"nl ~ip'op Ol'elilw cr~all Glen9 cl1o~n.l: R=1c ~i2o., ~ No-to) (lp'lo..~ho:.clf;d(Jrnsln;"..cnlln!1'l1o;;(11J'\(tI..Pl/lJ"~I~o:l'lI"Jt!ii" (II) ond L..... d(Jwn.t,eoim .dam tt>p <'!1ev.;,lior. (B} ere lho ,"ome. """"''''' 1, E.ttl""I"... c,,:ol~ Ir"",cr. iM,., Ihl)- dilt.h 1>00'11<., Ofl-d ,,>t...n<1 II .... .....;nl.....um ,:,I 17 i.... MJ"'>M th" abutm..nl.;o. 2. Plo<=<: VI" rod :... ~~ cutoff t.....c~ Qlld.cnqnn..1 10 !1:1.. Im:llLaled lin... .:;",;1 dm~"'.'onl, ".~"I~ 0 mc-ximlolffi 01 :!: f\. r,IQn yet g i!!. tllIllIw wflefcHe Q(lffi ellut, t~lI Chlllll'lel I:Iml~ll. 3. S:~IUod \~.C rcd at le-Qllt HI in. tlc}'Clnd' th~ 'CI'ul"n.:1 ,tlan~~ 10 ke-=:;1 -/l"iCrM.:J'IIo WIller from uMcrellUin/JI lM do""...-!;rtl:t:nl~lh"'d'lM...et ,_ In..l:uIl o~ moo)' d"o,. .a;, n.ce:!;"-'lrJ' w "",lid)' ihe Indi~;,ted ~(,,:::in~' 'o::iJ"lr<:meoL 5 Stab~i... Ih. t:h0T'l~e1 ~bo~ Ih.. uI'P-.rrn~st d-:rm._ (1;_ R~"<>9";~I"'9- ~h(ll..<)t'"" will (\tJ.. 0"1'<< .and ~0\I'l'" i~ !~rmQ'~ d-orn. pr-:>\-lillt lh~ ch<ll\(le! d-tl....stre-tlm. :~ i~:=s.. .on =r.o$i.oI'Io-r-l!':lilltDnt 1irli~Q fllf oJ dl$~Clf'I:e -oi l!i ft. unless tM cnClf'l~el i:; 1I!C1Il:clell tllrOu;h """"""'" 1. l"'~p",d. th~ rlnm~ and til", LI>"",-,~ on.r eoch ..10,--,-" ....-1. ClIId r'"Poir nny uam,,')", l"nn./:dlQ1'"'y, ::I. iI1l11il1'l-lr1l:0nt ..r~1,," 1Il:1:1.l1lC ~Il"i..n lh. doml,l, 'inytll'rl C IIIpTlIP IIMf in \,1gl p~rtlon lit m.. ~hllnn~ {ref", ~o Ind;"n<l Hondbocl< tor &O!llln Conlrol in ll"""",oF="'9 """"'. Pr<letlLe .L....~ J l?....-no-u.. -.....dim~rol oLcumulale:d b~h;"d ..",h dom as ro..~do.d 10 m~...t... chOf1n'" ~op<ldly, ~o oil"", ~'\I~~<;I'I- th'~"''lh \I,. dgrn, \1..0;1 l\l p,",,~~1 I~rg~ nO~'ll h-o;o-n di!il'I\I<;:ir'g -nd[m~t, <!, ...ad rock. to dol'n::: IJ$ Med~d "to malntllln d~~lgn n~I!ltI1 ond- -:rClS~ Btictllln. ~, M\M 1M domo 1:Ir~ M l-;n.i;I~r '\M&~, ro:':l'T',,:l'Ill tM: rOeLi me iIIto~~IU t~~ Ontrln"l, uGinV """:Ilian--t...~".tll~l Il'lir'lg. 11 llto/:ol:!i"",,>,. Silt Fence Barrier Details (SF) REOUlRD.lENTS- Dl.ciM'l'" ....eoc L.....ir~~ I~ J:i oue ~r 100 1'1, of r~~: ful'tl\C( fe:wi{;tM t:)o ~Iolle elo/:epr.d::! Fen~o/I ~Mrlr I....." ~~pro~lmotlltf i~H,)",,~g thel~~d 1".Q1\to'M\ "lid of ~'It 10 fl. 110m tb~ of !lop.<: 1-, pr"",i~1l- <l ~COO, 1I1la:to.IIldrnilnl pOOl. lrench 8 ill. mi~l1:um do:plll, Ilcl bottom .:r "'-lI~o"o:<I. I,I~ .witn compae1cd lion ~r ~rlJ'>'1l ill bJ~ 10000el p.'Irti;i,,'r;rl ilU~om III~ fII'Idh! '~nee Iqbri~. .'i:uppo>rI lln&k 2:c~ In. nll~lI!ll.zl ;I~1.iJ (il lII!id} ~r 10111II1 toilll'!ll III ~.:Jll1 1 II. ~..,p. Steel ilrob'~""'u1d n<rte'~(a.iect;oo:J 'er I~tenl~ 1~1>ri<:. $poJcirlg ~I PCO!iII 8 II. ffill~lrnu.-..if j..n~~ ~UPP'On;eQ tlJ-.ira. S Ii. f~ e.tr~-~tr-!!flglh fo~ric ,,"lIclll "inl b/:IC~iIlQ. r..ne. rIoighl H,~~ e~~IIQ~ ~ d~ ~! ir.1~(II.Irrd-=d "'C1~r ~ not ~.~ 1 ;.j. f\. a1 Q~~ pl.lml'~lcno \h<:- jcnt~ fr.c. 5uflQMI 'Mirl (Op'llOncQ: 1~ oICI~ll, 15 II\. me!I'o. ~,re Ian.," Cnled~. if .usir>9: s!<Ir'Jdord labrie) r~n.:.fI f(fMI ~n or rKln-_WlO'\'!in gJllIt-lil(tjle tcllri~..Jtn ~fie4 hlterin-~ cr.c Iemi~ ~11~'iJ!h ~~ comoor'i _IN mllitnrn olM &101:ri1il'ulI to ~n~ur~ 6 !M_ monimU11 LIe al Ilmpcrotu,'='S t')'d-Ul1r. OI""irnum Lond'':ilcp<: ~od O1sl.cr>c:!'al,'M'iicl'ooJ5i1t rer.r;sls...,plrcllble, l4IlJj- Slon w.,.. Oid~nOl! above ren~ Uft ttKm 2:1: 100:1 f1 21-:15 1~ fl. 51-(1101. :50 It. 10to:!0:t 25ft. ~r=thlln 2';:.:; 15tt INSTALl.AlIOH sa. P'~pora1;oro ~)~"llIn ir.r It.e f!!1ce 10 be 1I11Clllt 10 it. "'O/l'j 1~. I~ e: the slope. t/l prO\li~e II ied'"lt"'I\ef1t =t.::ro-ae 2.) ~r~ lXC=1I- 10 t~e lll"ea ir scdim-211 clcoJnoJ\Jt il'tl bel nec~. fo/:n.::e C~Mlru.::lltl~ 1.) "'Im; 111. 'Il\:~1 Inl~,.t.d (..,w Ii!., d1q a~ 8 ft. l'k1t lI~I.I,;llf\.C Ill' V-d1~ci ITlnch. ,.) 0... tho< do",,~I"PO< ~iof. cl tI1. It"".oh, cr-;..., Ir.e: -.ood ..- .5ks ~'W<>ri p-.odo ,1 lo!"fl~l 1 1/_ into tho. orW~d (\n~ ",~.e~e' \n~ M~t-er). eot)C~g lnem. fog l"l'or~_I.Mn 8 _Il <JpOr'! 11 tM f~~_ 1$ ~ilp~rtCil b1 ~r<: IIr E N, II ..dro-!;trc~...th fobnt I:l used ....11~f}ul Sllpr~tt _I. Adj.Jsl Sl'OCIllQ, I' ~!!lCeS~ol-:l', to .,~rc lh-:ll ~Ili:h O'lI ;(II 01 I~! I"", p-Q"r.h cji;l19 '.h. jcm:~ f1~e, (Nil-II: U It. mQOl hl:lll pr~oll(Jd\O:l pM1:l ar /;Itj;:tt, ~rhit UtnI dot/) ctltIu'" 16 lhol 1M fObr'lt 1$ tatlI;Mctor.~ n Ihe trl!,,"h 01 ~'=XI~~ in Sl~ e.~ J_) rml.. SUfii'M ..-h ,,,,,,,...(11 th~ mmu1'...dur. r~omm~nd~ iI:~ t.:M) to th" up<Jop",,:>\de of 1h-!! QlI!to, e..hndin; it e in. into Ih-l: tren.::h +,) Run 0 ellf".t;"'JOUS 1....;1~ ,,"f g.otull~ Iot>ric 'n fronl Cup:!ilcfH'J 1I1lt... lu"pl .~d u~d ~aoi~. c.oidl1lg jJin\\, po;rliwl,yj~ 'It In. r(>.d~ i" lh.. /....~-f! 1i-10:>- 5,) If ~ .l:inl i" N:Ce3__j. IY.I. 1:11-= ov<:rlcp I~ the neural. pOlt "ith Imll. I.) ~IQ-3 th. bcIllcm 1 rt. Il'( rG\llil: In lll. 8 i'l. ~~ 1111'I1:.'1, -',Idtnding Ihl {lmJi~r,9 -1- In, lo,o::r9 lh~ u~"'a~e ~&.. '.j 8udnlln. lr!l1L11 wil" ~O'T1f><J~\ed O(l"th or '=Jr~. l.iIAiNTENAHCE 1.) InlIll<<l. tho\; sill t~"ec ~~II}' on~ oner ~ocn sltlrm event. ~,) If 1m.;;. r~llrt; l!o's, storti 10 d!tcomprl61, CO' I" <In)' .0J beWnlll In.tI!~tl.... r~k1cl! the oll.c1ed p.,,-!oo lmm~diotely. ),) f;:cm""" ~cp".,;l.d swim..,l ....,.., il ,.""he>: holt lhc h.,,;~ht <l! ihe r<:OCll: lII. ih ICll'It".l painl or ~ eoumg lhe Fabric la ~ulge. ~,) Toko tu(. lJl "'~l..d u~&.-m",",~ L~e '01><:1> w.i~';I .::IOOfl C>ul 5,) Jlnlll" 1M ~orJriOJIi'l'il .:tro'Maqll or~ rr.o! i:lelirl':!tbblliled. rllmD~ 1M' tD'l~ an~ iledl~t ~ClIasit'!, bri1g th~.r!is.b.ir~d 07t>)'1-tl Wa.::1l.. OM S'~mH_ ""'" eo.""""", rmn-j[>dI / / INsfAI...U nON q .r..o""j 1otot'~9 on *ep ~Ia~ or ,o! C~i"Ioe~ in rulllic r'D1:!d.. ~,1 h~ ll~ 'fC~llllil)l', orlCl olNlr Obj~Mt\fJ1 molcricl from lhi 10000lIi:IIllilln area, ond 1J'il-d\l lInd . ~rhr" r/lf' 'pMilrre dmill~", J.~ "SlO~ tC'llIlf'ds. 1M rQoJd ellCeed! ~ ~Q~=lNl:t 0 6----& in. Mi9-" lI,:rter tl-ar (li~} 'oIitl'o 3:1 side II0po'ls ao~!A the tNlndr:1;r,1'Io ~r.o ~Mlur 1.'1 11. ,ilOm 11'>1.0, /:Illl<"'lt~ I... divert o"uM1t IrOlr't tht rOOl! (re1t:" te ~ai~no I'klrdlOCIl\ for [I~ior, iAn'1ol irl Dewel~~I~g ....ell3, f'raC1i= J,l~). ".J "~LoI pipit" u~dco lh. pod if n.eded ',0 lIXJi"lo" pr~_ (>Ubl.':; ''''''~ l/fn'-'ogJ. .'I_} I/..rl ot~~i(m-'l (rt Mlit~ pJoll;t- ~r~-ililo'o toIlric 00 I"'~ ~...iai r",-",dntioo ia imp""'" ",ooiily. ~_) P1l1te :l.1Me r,."dimlIncOiM-l; ,Tt.:t.yndA ~....n " tM <!tMio)(,/~rr'tM' ~oo1(tl pllll\,' IM'oltw;l 1tt~ .urfll<:'!!",.,;oolh?"d~r~rd'o'no~ 1.) ill'ofilllU:.urf.:u:e ruricff a"ddrw,ft9t,lttlM rl1~ ~i~~ ~~ I~ a .'...:Ini....I'rMp<:u' .:0........ O1verCianflid9O" r,','1 !!Ii JNST~lION Ii Inlp...:i ....!ronOl" pad on.] ~dirr>e<d: di"P"soI Of"'C _""~ Of\d uu...- ~:orm ..om.l. to! hf!<:l"]' ......, 2.) At5I'\~~ ;(109 ~ MMel! for &'ciiog~ on.'! r\lMfl ,':o~lral. J-,j fDl' -3"es:. ",i~ dO!'On ~t.c... ~~ n~ ~) hnml!diol~1' r......~ mu-:l and Ol!di,,:-,t ~ro~.$d ;;... "Q.h-.i ",,10)" p,JItlI~ .rox:d-!! by bn.J~~ ..- 1\Ioe-:pin~. F1u!rring .shll;lld (lIII'I' b-e U3~ ,I Ih~ ...cter i~ "=01WIl\CC! illlQ II ~cd'menl.l'll(l- III bc:m. 5-) !f~ait ony brcke<1 :!laG ~..............t immlo.'!iotMj<- INLET PROTECTION IN PAvEMENT (IP) STORI..I SE'NER GR...TE GANOY SACK" OJ.ND'i 5Ae~ S.PE:C!rIl:ATIONS IIlTI: Ttt: Ilmor~~'IlJ. tlIWf..'IACIUlE!J'1N Il"f U.;SA'fl'!OlJ ~'wr:M:N ~ t~Tl"\'IT IIEm QR UCEllfS IlIl r~"''lCS;f'f~r(.I,'OOt6: f/flll..lUR FLtNI ~Ililr:rv 5lC~rElJ.!:1(\ _Cl-W~.......!.t.fi.IS.OflTrClll..:q \,It.. . u1w.""", .. ''''.,.1,,: .,1 D-a~ :50:1.::00,11 '="11 ,. "'~'<l" ~L~ "'" ~11on'" nil o:D~..,1 ~I","", Slope Protection (SP) .-' IlsE biOlITH AllERlCA..N GRHiN SI5C OR i~UJV ~-:" ~~u.......) {~"':;~l ......... .G). ,....J 0 L~TI;J NORTH .~ltt'F~N """",,,CIflOlTla._... __.00....... I Pro'lpllte :!i...~ b...loI'l'I i~~I<illir'l9 (oll~ lOttlsibn tontr.,l f""oducti (RLer',), inclooir.g on!, n~eucry a!)llliecijlJ-n al ~me. ferU!i.e:r, ond 8e~d~ Nol~: WMn uJir,g cllll-.,-se~d do .10t seed pr~~rM "no.-O. C..II-o-""",</. m...t h" ...."tnlkd ",.lM pClf'!( ...1~~ .~o.m Z. BegIn .:II til~ top of Ihll ~lclle bY.lJr\!:r.orll'oij tile r.,o~'e in a 0" (15 em) .:IMp l1 0" (15 <:m) ...iM bench 'IIilh. <ltl';lrtllfimClletj U. r~em) ~j RECP.'~ e~I~~g~d b~oJnd the up-cloQe PQrtjo~ I'll 'lnt 'ren-:n. ),rr::.'IlIf ihe PECp.s lI'ili-. 0 JOV of s1eples/:s1.o<n approxil'T'<l.tel'i 1 :/" (3~ .:m) .:JPQr1 in 'lnc boUom 01 Ul", trM~h" 80ekfill gn~ enmp.:x:1 \~ :rro.::h 0:',"' siopling, ApplJ So!lo.lI to coml"'lcted !'ItJ. <ln~ laM r~r:'1ai~in1 1:2: (-30' em) portiClr\ 0/ R~CP'.s Me. t,-,/(!! :\oI!",d ,aM tomfxlcle~ s.:::ll, Scam IlEep.s f1I.'f':1' tom~tt:d SIl',l with c 'lU of 1t~t<<:~/~alce. ~ac!d ~P?IQ.imotl!l,. 1 1" pO ernJ opllrt ocrau lh-:: ,.idlh d'lhe REeP'; J.. Roll th! RE(P'I ifJ.) dl;,...n or (b.) hOfi:;l.:lnwll~ !X::rU~:1- thl: .Iope. RIT~'5~ill unroll ",ith opprapdale s;de og.Jinst thll H'il SL'n'OC~. olf RECP'. mllSi be seo:.ure'" 10slenN 1<1 !o~ surfa,e by plocinlj 4;",~I"'"J.tn...... in QPf''''p';"le Jo.::::O.,""" ,,~ 1""_-11 ;n i.." ~i-:lf.I" plllt<:m 91':<Ie, INh~~ us;~g Ii->l: (Io-t ~1$I~m (1"'). ,~~Cf'I~~/~IQ.O';' ~f1Cll-lld :::-: Ti()~ed llm\yglt eoct> Qf ltl-e colo'ed dot! 'QIT~'pQlldi"g 11.1 the opproptiato! stopie pa11!m. --1-. T~l!" ~~g-!:s of ~alC]i;el RtCP'9 ,'f'I1J~1 lie st~pl-!ld \tit;. ~pprn~imol-!:ty 2" - ,S" (5 em - 12.5 em) \I-~erllJp .jepeMino;J an REeF', !y~<:-. :i-. c.:H'J5&(uji~~ REep's ~plicl!'d dCifn the slopl.: mllS~ be plcted end w6r ero (5";~!I~ s1j"ie) .ilh (In nrpr....i~te j~ (1_S ern) OYtrlap_ Sl:olple nrn~n .woll'lcpp.'ld 11IM. lIppro~;mclet.; ;2" (30-cm) a~rrl a.::r~ -!lnlir~ RfCfl"s ..idt~. ~Ie,: "ir\ 1~05e $<")-:1 con.:lilj-:t\l!. tl'l~ u~ 01 stopl~ or ~ta~e l-ling\t\! ",realer lh-G~ fo- (IS .m) ~ t... f1..e..uory III Pl"Ope::IY I..C~n! 11'0.. "reVs.. " " " TD"POR ....Ry SEEDING B_ C [) --CI)///I 1110-__ LlULCHING A '..- K:ENTUCI<:Y B:LU[C;RASS 40,., TURF TYf'[ TAll FESCUE 4-O%.. ANNl.IAL RYECRASS 10,.,; PlUS 2 lONS (IF' STRA.W LIIJ!.CHI ACRE APPLY ~1:xruRE AT A F/^rr or 2 lEIS. PEA' 1000 SQ,n> B "" SPRING DA. T'S J BUSHEL PE.R ACRE C __ WHEAT OR- RYE .~ :1USHEL Pf.R "'-eRE C .., ArmUAL R'rE(;f;:r\SS (I lB. FER 1000 SQ. fT.) E = SlRAw MULCt-: {9C i.BS. FER 100.:) SetH) 0/1/0 IRRIC.-.ilDN NEEDED DUR1NG JUNE, JULY, AND I OR SEPlEIJBER. 06 G IR~IG,ol,TlaN NEEDED .;OR 2 TO ~ WEEKS AFT[R APPL'r'It~G SOD NOTE: All. SEEDING ::>HAI.L H^'JE: 1;;0-12-12 FffiTlu2€~ APf'uH:, -t-OO-EOO LBS. P(R ",mE OR .-.S SPECWlED. 5EEDING 5CHEDUU: NO SCJ\I.E " '!~i o ~ .:)1: .OO\.uR~:(~,')'- -...-.-....". -" (. ~;~ .~: ." lit ~_....:, ~ ~,,"l.' .''01:-6' BOL.l.Hi:D ....,(\ ;i~>:;/\ . \ . . DU.~Psrrn. OletoSURE M- ~EW ." ..... ... -4" D~ G.i!.VmIZED STEEL GATE POST W11l1 t.~ AT EAai C,m PANEL nJRN BUCKIL WELD SlalPSON FrNCt: FUtiG[ AND ATT.l.CH 1.4 'IHTll oG.l.L\r'ANIlED CAARlACEBOm :G,I"TEHll-IG[, G.i.1f "tf t",~IlL[ lQ.;:;KtuGf.!;li:tlillltlECtAl.!P (1'rF>.) "CONCReTE. nUJHDHICN (TYP-) ALL CONCRETE SHALL BE ...000 PSI STRENGTH \\<1111 A1R-ENTRAIN~ENT. A MINIMUM CeMENt CONTENT (BATCH) OF 5(JO POUNDS SHML m: USED. A MAXI~UM WAlER/CE~ENT RATIO or: (],5 ~HALL BE: USED. ALL ,JOINT<; 'SHALL BE TOOLED AND SAW CUT TO. A WIDTH OF 1/8" AND A DEPTH OF 2'... DUMPSTER ENCLOSURE IDE) .0 AlL POST MrrH CON~fi'f7E . . / C;w;E .:i'~ I4tlPf, 'HH/T[ J<!fUCTlv[ r...p[ " 6" Db'! Sl[fl PIP[ 17' PAIN! POST 'rt.l.i.DIIrI 18" BOll.NlO IITJ.lL ElEVATION \'1EW 'T'fPIC)L WAll. SECTION lli'/lllON ~~13:ol6 C~U ~nH BRICk \ot"NEER ~lCHH'::; BUIlDING.. /TOP or W.lJ.l. SHAll. BE lRCIW(LID TO ~_ SIolOOTl-l FltilSH OR ARC:HfTE"CTURAl C:Ji> "."'''..~.l SH.'.I.LBEPROVIOEll ~f (AN~ APPR-~'ED BY CNiU(R) .jj, .~' ~;-<J" OOI.lP'S'ltR ~CLOSURE IoATE '""""""""',,,,''') W~ 1 CAVITy TO BE GROLITED SOUl} fi' crINC_ '9.AB 'W1TH 6xfi '0/10 W.W.F FINISl-CO GRADE BROOM FINIS'H /oS ~ E~I~INC C(JNC:. --............. _~ C PORTl.)J'ID CEMENT CONCRlli ~Roo . _ . _. :.... '_ .... _ .. ~:" _. y ~~YJrO~IN~I~8~~caN ,;;;.~;~;;.~;;~!~}:;~}i~~;1~C~Ii{ft~'- NO. 53 STO"E llll~WI.~illl I~W'I'.1 i I~U I~" .,. III-III-III-"~ UNOERL'r1NG MAfERIAl SHAlL MEET 95% l.\A~. DRY DENSrrI PAINT WHITE ~ ""- l~~ "st,.~ ~ l' l----- SI'" fIMjJ stalWldlh--l HANDICAP PARKING DETAILS (HC) iI o ' .~ ~ I MONOLITHIC WALK AND CURB NOlES: ,. Elo:parlsiorl joinls me required ot storm i!'1to')ts 2. Contraction .Ioints should be installed at 10' spceings J_ Spacing sh(Jllbe S' Ofl curve fDdii .... Con1rm:linn joints ~hoU be tooll':d or M\II~ i~ l':o:'1tinul'lu:S:ly p-e-lIrl'\d l":lIms to 1'1 depth -of Yi" miM S. Concrete Clnd pla;.emen.t shall c.e os specified in lr.e plOI1 speci11catlons. 110 t/1rrDHI.!A SURFACE ________ 3:30 -I/SYD lUlA BiNDER 6- NO, 53 COlll'AC."TBD AGGREGA.TE------ EXISTING GROUNIl ______ STANDARD DUTY ASPHALT PAVING SECTION (SA) ."~'~~ 4" NOS~ AGGRt'GAfE~,. .' 5~6 './J1,4 ~ .",1.-4 WOVEN . WIRE rAEJRIC R[QUIRW r - I' EXISTING GROUND STANDARD DUTY CONCRETE PAVING SECTION (SC) HANDICAP RAMP DETAILS (HR) I TYPE 31 't2'1 I "AMP I ~= ITYPE 21 ~ ~ Pl AN B SEE ElEVATlON A PI AN A SEE ELEVA TlON 8 SIDEWALK 1: 1 2 SLO?E tPA VE~ENT t I (MAX. AllOWA8lE SlOPE) fR LANDING ~ ~+1 FLf"oJA liON 8 ~ 101 2 SlOPE (MAX SlOPE) 3'-0. 1: 12 SLOPE FI (MAX SLOPE) 1 t ELEvATION REr~R '0 CONcRETE WALK DETAILS ,OR ADDITIONAL INFORMATION, SEE GRADING PLAN FOR RAMP SLOPES ., AlTERN,l,lE TO [POn,USES '104- REBAr. 3.-0~ lONG ,I)RIV(N INTO A5PHA,L T +'-0" 01' CENTER WlTIi 114 REBAii' 11(0 LONGITIJCIIoJRL, J" CONCRETE COvER RfQ'(J fINAL CR/tI)[ EXTRUDED CURB (EC) STAND CURE (SC) !olC-T[S; NOTE: PROVIDE SAWED CONmOL JOINTS. EilERY 10 FEE'. I. EMp<lnsiM j~in1~ .or~ requ.ir-ed 01 $~orm in~t~. 2 COl'ltroction Joints. should be iM10JleCi i:Jt 10' liPQcing~. 3. Sp:J~ir\9 shall be S' -on curve rodit 4 tontr~tlon jt"liMt~ shall be lMled /'or :'I.1l...1'I in tOn'li'IlKlU~1y pOl.Ifed curbs. t-o oQ depth of~. min. 5. Comrlrle Dnd IlllJCement' ~hUl'1 be as specifi~d in. !h~ p-1aI ~pecifi~aligns, H If JOINT mLER '" " ~. R ',' 6'-,' BElWfrN CCNSmUCOON JOINTS w'"-". ~ EN XWINSIOt-l JOI!ljT TYPICAL PlAN viE..... lYPJC}.l SECTlQN ~" E'XPA~SIDN - JOINT SE-'LANT .... '-'--'-'-.' 1/2" PREFOR~ED JOINT ~llER . _ . ..... E~P.'NSION JOINT II TlPICA!. SECTION THOUGH .KlINT >r PFlEFORUE[] JOINT SEALANT (ONE J PI=:CE fOR FULL JOINT DEPTH) ExPANSION JOINT SIUC<lNE JOlm SEAL'.NT SIDEWALK DETAILS (SW) BUILDING RAMP DETAILS (BR) NOT TO SCAlJl 6fI.JERM Harp; CD 'hl%e dimensions ore oosed -DJ'l a 6" curb ~eit;lht and shell be proportioooli'y odjusted for oth-t:r curb r.eig~~~ m A J"-O. minimum width romp may b~ used Ilfnen ellisli:\g spa~~ ~rohib-ijs 1he constru~ijc.n ot Ih~ ~djClcent pO\lemen1 llM .gutlM lin"". Q) The- boltom edge -of lhe I':urb rc.mp ~I",all be flu~h \I@', Iht ~d~ llt lhi! adjacent pOVtmcnl eM gut1er Hne. GJ. lO:'lcing meoo I'lt tho': top llf -curb rnm~ f1ni'l1l M~'e (l minimum erM~ ~ut;on sk/;.e I:Jf 1~5CJ oM i'lrrt d.r-t:tlior'l, Whoere :,;;tes infeMibilit~- CfI 0 pr(")jtct preclude!> Ii lorodir19 slOp\'! oj 1:50 i(1 any direction, the slop-e perpendieuklr to- the eurb face shell not ~~eed 1:50. SJDEW)'ll< SLOPE. SLOPf 50.-1 .w.x. I I VAR"BL[ SLOPE 12".' "",0 ,PA,,". MEriT I~ ~~...... ~ Yh=-= ':y^,,"^~/X? ,~"_._.~"~~~~~._. . . f ~ !I1' P/!,fORIKD J()I~; 1111[' + S/DEJV),LK O' TO ~'-{r w" O. o. TO (;' c- ~ S/fXNAlX I SWF[ ",' wx CD I CD I 51OP[ J2.., ""'- Q) I ~~~~~~Ji~~~ ~ + " ." _?, ' ., ,',Wit't ~'...- ". <4-" "" ;..\a,..:,!!!"':Ru~,e~TN~I~oIi M,ortllM"J:' , . :Sile ~on~~~~tion. !,11ih~ '. . l " ',._"..,_,;' .,'~ Ill.".,:, ^_,~_',.. j<lJft ,';' u-.nlMicli~aIi'k.It{j8,~: /fjf_ ,;~ ,~~~1~~~~<M~~:~6~~~c.J? "'.~ ~~. " DUPLEX /--_____ rRD AU!RNATlNO PANEL // fi~---- 1-260 / 1 EKTERI'lAL VISUAL a AUDIBLE P.LARt-.I / t ~~rk~ 9J.:.. EXTERNAL LATCHING ","UAL 5ILE>K:E "," ~'" ~ ?/' -- ~tr~""~IJ.~~NDrCATORS ____/.,.:e~ (1/--\\ I ~ CONF~LlA.L COAII:.O CIRCuiT EONiO /,/ i1 I ~, ( '!'1M ~~:i'R;::~" CONTACT .<: ,-' ,I " j NE"A 4X ENCLOSURE ASSEMBL; ----" "'-_ I _)) 'I- / 0 ,hi CORROSION PRl]tJF IHI::.RMOF1.....STIC or. I' ~ /itlJ_ POLll:STE;R:APf'l1OvEC BY UL. roo ~:I'. ~ ELEcrrn::.~L CONTROL ENQ.OSl.)=lE (./~............. ~ -- OPTIONS: .r \:!. D~ I~~ ~~ ~ ~j ~ . Utin 1Pf~.w. ~1Vl'li IJ ~~- n I=~- H 1- ~ 1 - ~~- E ~ ~'!I';! '.. ~lll . . ., " ..3"',=,= ~. n II =- -lL~-~L :~~ ,~ LEOCNO I--~ I ___~looa..[ _Foaw.""",,/UW I I ..._.J J II: r-- SEFi'/ICE ~~ ~qi .:.., Ill.. I II III I "ill' "i1P ~~ ~~ El~ l,'fiilY-IOKll -----;;:;-~i SI:A.I.l': ~~--- ~~~ LM000329 P1 rfh;f;t:ft1~I~T~~~'. ~ I L1 :;~,~: ~~~ ~ .:~~!,I r~~ we- -., -C.. CE ..!!~.9.~,. CeNTROL C;l.E!LE' i~c~~~ 1Ml1.-IL. IV,M. @@~ ut'lIQ... U:llTlD""'" GRINDER PUMP PERFORMANCE CHAlIACTERISTICS E:ijis:ro;- HP, V,'1. Rf>U 100 1m .. I I '"' as . ':, U . let.I'BfJ:~ 210 1 ~~~ 200 I 100 100 00 1 ,. 1 III 10 - u:tN.PRESSURE S'fSl'E\.i DESIGN PRSSSlJP.E.~ 100 il5 160 \. 140 60 50 120 11'Orn 100 ~ OO~ ro~ ro~ '" r 60~ 40 ~ "" ~ o '0 c 10 50 ~ I \~ " s ~ ~ ~ , ~ " i" :;;'" ~,. ~"' ~,. ~"' ~16 \. -I-- " \ '- ~ ~ ~ ~ 10 J ~ ~ ~ -6 -'0 ,2J) """ -40 -Sl ~ -l<) .25 ~ If. ~ o .2 .. 6 8 1(1 1:2 14 1e 18 0G>\.4RGE (qI. GPM t d ~ ~ " " i l II~:~II DHU2 ./ .~TER lItJff ....... ffip Aca:ss WAY ~ /. ........ REl.EF ClRl /~~1ED c.uf€ClCR .......-.;. ;.y 12-.& WItKl c;r3 IHTEIlIW- ""-L""" ~:;~--; ~ =D~ -..{trill ~ ,~ r. NIt. . afiDAIU TO.Iol:nPT"'~__llD. ~~ST='J ...._~( SUTNU:: flit ,~ .," , ..1.. ........ ..." ~_t ;:-1/1 ; L~">>mI 71... !lI_ "r "'I' ....... ~ \ / j V SOI-POlSllIYi: ~ lYF'E PuP EADlIlREClLY MM:N 'EJr A 1 l-P MOlUt RAt ~ A.c;'T REOUIRD&ITS ~~~,,=::..~ ~~~lfMfD SEE WSTAll...I.TDt IN5'TRlJ:T'CN5 FrR FUrnER CET.M..S ~~'l"~r 51"""" ~~ ~~.-&-*Jl J "~ .. '''''' i r? ...-r II, ~:ll':.I'V"rNJ.l': ~tJt'tf:_\O -~ on In " ______ DtSOWIGE 1V1W FPT ~ (301 5.5.) -- . b..~ tllSCtHUI ~. . _~"""""-L"''-'EJ '_, ,Cro;;!ell."CoIlc' 1 V+" _ DlSDWIOE: u.E C304 '5.$,) ~. _ " ~l""E j JH1'~'VAlJII:: l"""-l -------- fIFE TN<< '112" rDIIW.. WN..L ~ 150 rMlll'aI CAPACITY @ e <I l.HT "'.. GAe: 01f20+107 otro~ IE~ UCOO"".Di152 ~M.._ Sl-EET NA0052P02 DHI~2 -9} l~ ,r J /''''"'"-'''' """"''' .m ~ y,e"_ ~&:w~?T.vaJollf BALLAST REOUIf?Efo.'fNTS ~c.3i~~~t~.~ ~r~ ~OF!CCON::AE:n:n.Illi!':HSII]I\S,oR, !'IT'1]lJ1R!'D TO- AO-IIEVE I'E(ESS~Y BAl.L~,S1 If'f-lCl -sEE ~T...~...lION ~Tle~ f"eR ~Trt:R C:::!"'ILS @ ,~ WATER METER INSTALLATION (WM) ___Vffie PIT aMll 1"11:1.1 71"lI[llJiS lrLIEIl I'lT fOOllo ICIIJl lJCI~ to. c;(.V[fiS lW[YfJ~Un. ~.UfNl""'m~t" CltJ'1I1.l1IIl1.'""-LIl. """. :JJ J ~r"'''''''"' >~;N, ~D _i'-'--.," ;:~VAl\l[ <m IW f c;m +n::l/01 l"~ Ci< ll~ I (]I{'D -DJ.TE: IS5U:: iL'ILf ~- eliwlli:fil _"'eTEEM. ~OOEL ~\52-g.J. NAo052P04 PIT :n'~.~ ~t ~Mtl~T1I!lOJCO. 1:!O.5'TQo;E.fOR \- IL'~~NG .i.\oIllI_~ ,j, OOI.II'Il.ES~........VB fU~IS!"(DBi\ll.Tf1i: (X), ~SEIt .......... Il1!;[Rru~N~EI'l A.\i[] ~ECTE!:l8't ""'IJIJ&~ 'noI.'>B rll'lUIE1UHlOrco. MQ.[~ WIoI'f;:[SSl)N =r.:flCOPPEt R~rR ';;!Z[ 1 rOil \1 ....nm ~~ I"FOlI{I}W-..fltliIS :'/ """" I. toOt.l nhS€O a SlT Il'f s.lPo'ICE:POO.'IIlI'R 2,fO!CLi~LlIIJIl.GNt!OU (:~~Dfl'lMl~futo.l$~Tll P11-'il!n"'~l'RI'MDEI". Jill, 'ifr4:[ UI6ll'.ST I-lo\..... t-I/' FL rE 00JEJl R((j,IRr.tf3S 1Ir1Jl;'lU.1IR~HllU'iH. I) L-J~ !( .~. ((::ff= '" WJ~ COflPOR/l.mlol COCIr; fl.JRNf,H~D" ill I>I5TfUEtl R Wo'tlERUL ~"'''SER'-'' ON 4 E1!1OCKS ~;AUSDiVCELJillrsl.lJS'TH.W(4Jf' Cf C(),o[F: ~[Wtuss 0' WJoI OtpTH ~/IJm1If1~tJD M~ /f":::::::!"""'''''tlh ,Itil'\ 0 -'-1U'ifl>l' '~~ ----;; ON::;: 5:'1 ~ \"'7' - - r=: ~ ~ J1lttllt- lYPICAl WATER - r <-U--d Y M~ER S~NG ~~JJ / I'WG 1oI'lL\.'E]7l'P) ~S~~ 'tl./;:~ 2-13 REBA~S -=l .' ~, ill . ~ ," '.':'. ., 1.-. /6 9 2'-6" I,MG - , -, ", SECTION ..,~ 1Il,1-" 1,,1 ~ "~ ' ~~ " "<~-;::, ' ~f CONCRETE WHEEL STOP (CW) l' 6" -n'.'~-\'.1:I' ":",,---- u__ ~{~~~' ___ ----- - - .--- ~ ~ v~ '", I -N @ BR.2-F .JETAIL ISOMETRIC VIEW A1 ....UI ;-1 1/-,!-" DIA. / SCHWULE -40 PIPE 4 V.:I" I I I I fi'\.BR-2.F ELI=VAT10N ~ r :/-4~ THICK S.TEEL PLATE J PER C[T~l 3/A1 .. '/A] i ~/lD. _ i ~ju. ~ \ :~~~D ~_. ~~-- t4\ BR-2-F CETAIL PUlN VIEW ~ ".,," n '$,~4t~~~:~"," ;1 PER UETAIL 1/.01.1 &; 21M eoo' @ BR-2-F POLAN VIEW Ai 3.75' 1 GenerolNoks; Ii ~ ~ R I 2T' r-'~ ~ Q ~ck 10 bt!- Bik'i! Ri~~./:!S I ~ rllncijoo First (1-82,8.-24'::-.5142. JiJ5 N. C()i.intr~ CIGb Rooo, l25. TI,lC$On Ariz(;il'l(l l.i5716}. IIni~h shoJU ~e block hom.'JIer poY:'9~r IX'IlidIY cool 1/4" mech~nit:ol stainless st~el 11l~Iel1ers sr.()" be md tD set rack. BIKE RACK DETAILS (BR) BIKE PA.O " " ?11fOIl.,RJj;~J:'Nei~~n M6rt~ar~~ i},J~i!:e'Cot~,tructi6h Plans' ' :. ":" l~:~~~.~~.~~ - ;'~_, ~~;,,~, 'C~~~lnd&u.'4~' r: &rfu_~~'':'J:; }'...~~au~.,.;Nel!lon VO~\W:'Y';!;c>j" B "~~i~:~:-:::~~o -~ ,.~~; ,Pliif817C64ll-aMj~ ';' ,f!d' 31'1_-fWJ!..Q~~,8 <'.I- 'Gei~r8I: ,0. " , CO~tiRctDr: ~:~~~a~~ ,c<"c"'-''IId~d,'1N {81el' "', Ph:!,;Si7~5_:i_5~!U'. c',' P'i't~~~~5098g~ ~~~!O",'ry',,> ,nOPL',"",t' ,commwnty,sem,'"'' , ~~~~~,t:"~~';~ ,.' . \0>. :~rne~~, ...~,,, " t . : .j,' ~,~~:~ ,;- ~ , FINA[ ,;'CONS'rRYCTIONBLANS i{~,iii!. ',<. "/ ~;.i'",,- F PliniJj'ate: -September '16tll., :!i108 ~i0 ;~' \} ~;::~'~:: ~ :;., ~s?t~ ' <,i}. '.,. ," c;,~; , :; ,,~;i.,.~ "" ~J"~~! ;:J<. ->: g ..-; I~: ~;i;:.- '~~~~~,',:~ ,~~" } ,-::~' ~'H "" ~.-~ij, _, , .J,. :,00". r .'~" " 'o/i~'5';;-- '.-,. ~ :-;.'1' .t ,~ ft ~ \/ :, , ,,;;;t~4'~; " :-';;~ ~BI~Ck _ ~, '1:'.; __~ 'iI',! L ~ ,f':rREd 'Njiliibef: f }~;;."',. ~oilli~; '~~~~~:~NQf ~; ''''~''>';'' "i' ;C4;"", ]. TRASH SCREEN REQUIRED '" N , /PLAN \i1EW TYPE E INlEI 1. .' 1 ------- -"'-'0" ~..'''"''..= """'" /"", / 1--2 Y." :'0" \ / I \ , g ....'.".. a:alL ------- -6' 1U'~1~l;ll:i;:m\ 1 ,.. r" J' 1 Ill. ,""... I IT -.- C i *1'tIIronrT S1Ullltf,rm- """""""'....... 6"- - ,'" ~M~IIn"IIX'. ~" 1- ~ .~.o FKiI1 QWUUI :[;I- Pm l:J1:['H'2'.: D/VI:RT ~lOI:llJ~f'LITIW ~ >RIflIE IItIIlJUT\.cr nul i ~~~ ""'''''..... ~'I~ I '", 42" TRASH SCREEN ,c~.~~~'.,. ~":~'~.2;5 c~:. . "j'DAIjIltl' ',to. . ~../. /::;~~~' ',' . .Lt> . I::;,: :,~, ~ ". / I1M1'rwlH /' tu"I;~~~J I ...". ''"' .....,." 'II'[J]II.~U r~ m.,(;IWOtJt .,~'. ........... """"""" llIAlII~FE: ItUIISl.STU~mI!I~MI,... yo 'IlIl'" 10' 'l'JU" X ,~ vt' ~ n 9003 ---~ i _> UA~ PiPE D1A. " 24' BOlTOM OF 1 RETENTION, 1 . , . ,r.tt"' ~. U" 2'1-" ~... / " H-12 "OlIn ""I: ~-I ~ J t ~.... ( ~ YELJl:I! STlm1'olEII PL..AT[ U2tlIlQID)l 4l" n'" 1Z' I:l.W h8. Ja" ~ t 1'" 1III.'I....Ito.I3l!"'Y1"!'.04-.. ~ W' It'' 11'. Ui'";a. 1:"" -W M-- ~ 1M" ,,.. n" ,iWIt 'IQ~M'\ w 1~ lll~ 1.1"' 4r 048'" ...r lI:lI I'I!M2Ift;. ... 1!'I"--f"AlZ 11Im ... IZ!"'. ill", ,8j 31T" M". 42". ..-. iJll lIT ~m ~ LIWmW/tUl'.~, ,lMfI;R,I!IJroloI/F.-<<UllDII N'2I HIIlI" G111"1:1:1I1.lI aN II!' Is.mn.: mE DIJJlEf "'E . ,"11 IIUiI2I lJIf. I'LET P1FE .. 99.30 ::. E 6~6~~'~~:~I~'li?~;:i~p OF lRANSPORTA1lON NOlE: I. DI~,NSIONS SHOWN IN (INDOT) SP,CIFICATIONS. POURED BENCHWALL AND PIPE CONNECDON VARY WITH 60X TYPE SPECIFIED HEIGHT DI~ENSION ~AY vAfI:f )S REQUIRED BY SIT, CONDiTiONS. 2. 3. ~EDJC1Ni:i PL"'TE ""'"' I. I'f.l.. !;NjS'*'IZ ,Il,=i: EolANA 1.. Ai nr'lP) MtIo'I!'t'Il~ ..L1. IE'IWI VlIW I ~ Im.I.jlIaL OR !9'U1' mlJ'U!I IDPElmll'ol wrLE: lEf.a.IL ~.1[]F" 'lIE"':: OUTLET DETAIL ( OD) -.lAlt1&. :51[\1'. ~nClrl T..-II l'IMlIml'l'T C<<'II~ """"'''' -1\11!~" ~~11-lI! OETAIlErN:El:l C1H IW01'MlllCN fWI'lDBIlC...we.. n<<lI --"KI' QIIvro'IIrlfill: IS ll'ODiDElllU g ~ .1m ~ wm- Jl'DiJ"DIb!EIl NfT ~EEJiIIG OR real ~~ih)R lIoIS, iIIIDlil:T: ~nm...., loUSED nIL INFmWlIiI'DI:IIU'I'LE1. -"::1'jsnu.uEJN 1ILWLl!l ~ :ill-IT I~ '~~~n~ ~~. ~i,llEl)ol .M ~~ ....., -.IrIlf ,.... ~ ... THIt "~IX\'I' ue' 1"I!!"ll. o.r.nR ~nl.U. BWAI' 'UftPI"qtW.I'l'T 1lJIII ~ HD..1..lNC. mm ..~ ~~ .tIl~~J'":.~~~~:rg:~~~~~~~~DE h1~Wt\liN!J.(IrRt STD-501 1MCm_~" ~: rT, VALL THICKNESS ---~-------~~~~~-i ~ r 1 B DELL OUTS)]E DlAMET(R D, INSIDE m t:R I I l ---------------------~ ~ 1 W. UNIT PIPE WEIGH, I L, LAYTNG LENGTH IIII.l:I'VIIrDll'llli ~- , )- -11~:tiI- ~ 01) rfilrNr. ~itf':'N~S VAr.!Y 'wTTIot UIwm DESl'Gi'I. D~:otEJGI1J~ t:M BE Pli:lJVWED [lNCE llESJGN IS E:VAL.lJIIil[D, 1I:'f12A!.~ rnntlGS . NOTES' ALL REINFORCED ,CONCRETE PIPE ~ATE~IALS. MANUFACTURE MND TESTING PROCEDUREs SHALL BE IN ACCDRDANCE 1D CURRENT A.S.T.". C-76, C -655 STANDARDS OR ;S SPWA(D "'I,l P1pr: TO BE USED O~ SANrTMfY SEWER Af1PLlCATIONS PROJ[C1S WIll. BE VACUU~ .oR HYOROSTWCillY T(STEO TO THE I.C.P.C. CRI1!:RLA IIlIl..lVIT~ Jo"l'".lPI.o\I'f:=lWll ~~-.. r-~ \.. ...., ~1I ~=j '"""w Pf.,I;l~OI...b'J ~1';;l,l"tllft.Pl1'In~.ft--...., i -8 /1 ~- 1,Wt~0l.IIil..m ... s , l (17.) 8 I I B (IN.) 20 1/4 W (LB./FT) 99 118 ; (IN.) 82 C 27/8 B 2 1/' C3 e 21/2 C 3 5/8 C 3 3/4 C 3 3/~ C < D (IIJ.) 12 (Or ~-./ ~\t ~~7'-11 /:-~~~~,",,="':'lf=: ~E,~ ~= ~c~ su ~ ~.:; r---;;;.f 1 ~.,II- I - ... "'= '-- -'::\' I ,.",..r_ .~j;"'''''''' __'::1 -T-'l/Io'= ...J. r-'~I _........ ~"""" ~~ ~"'- , , o:m',I)(TW 'WrR1'lAT!:-' .1. l\..~rtI'ItC.. ,",,~'JjCP ~. I vn- 1 ~ ~ ~ :;~ ~~\-ct?-- ~~~"~ ~1N'f1.1j;m:,&I:. 'ffir~ 23 7/8 15 8 144 o- r- 18 28 176 168 246 304 36. "20 315/8 35 1/2 J'I '''''' w'"'" 21 2' 27 W~JL-..I 1m , ~ '-~ fILm ." -m:7rO:olH:lt'UlUTi'llII 30 C 0/ I/~ 8 '2 1/2 476 33 I C 8 :352 36 I C < J/< !J 50 1/' oJ] TYPICAL PIPE DETAIL - SINGLE SPIGOT OFFSET FOR PROFILE GASKET OR MASTIC JOINT Icp) ~-=:~rfLI[}~:'~~.; ~.s~=~~ K1Pl:AS'IlItIillj I;;.7:~T)-g~ Pi..A~ ~ -? , ..,,-~ ---- tJJ~ j=- "" ",. - ~ t J~ ~~- Jl~ IIffi"PlfIl:lI W ~~~~~ I ::rruIllL.f=.B. ~ R_'t'Ot !:A.I,clllll CATCH BASIN HOOD DETAIL 11ID) ~EP ~ ~!;, INt:. FfIIEPNICJTHIS rJH IJofQfIWrm~ PMiI[IllIl'TJ ~ ~ DIlIM'lIC IB IlfIU.ll1.lLlU ~ 1'CI't'IRl!U Hf'( l';toICIlOlE'l1t.IC OR -omDI ~ElI RIfi lHB IfIfID.EJ:. N :IiIlIlFllUro, 1W[,'tjSl1lJ.Jm:fl ~IJII I'mHID ItEAElN ifill: liVlPAI. III F1Fltl.JB;J, IHI:: lO'- ~ -Si'lRU. ~Yl1JIJ'll-t~ g~ fRlr;n lO~la IT B'~ L>mI;K D'lOlru;:a", ~ILITT ro ~i,lI1E: lie CI~ AWmEJ:I'HEllEIl'I IoIEE1l1Ofl: EJ:CIEII!!i TIt[ "",'U(;.UL[ MfI;/tIL, ~JE., C~ ~ QJI~ ~IJ- m D.laI~ l\tl1lM[ omo1.5 l1l'RD"J'tIIUoE>i':El'f .klOiE ~:I'M THl!li iPRnICT. 1.~~RlfFiU.FW:II~~~ f'f----f'lCt Wi& ~~ .....-IU/JI 0iIIl,II' WoU'I_ ~"1'O..IIWD~fIlII.J1.Ii:~ ~ itC iCT-1'flS$, ~~ :rJIlI. 1M'l..... fM'1: 'It';'( lit: j,CJ .t!fr'-IIdi.1l~~nl~~f;IMll. ~'TUIIHs.r&a: a;l\P,m.", M f1It&lK..a..... ~~~~wrn:..2QH;~~~~ -:..,- -:I~:-~".. -~~. MYI.Di'USI'Dl"mf ok 0\l'ft.II' ~ HD.J..IJ.RE.,IlHUI ~ .IIlMft~lM!:II6" 'NTS Il~S N~Ma SlD-5(t<\. J r:r l ~ " -~ ~ , L~~l1ldIiB ~:~n ::: ~I'*"i n;mll (; I\.'mll.ll A.3rJ)1.10 "--:mil. 11 A-:m11E: lI-wl.l~ , ,. " " .~ ~ """~;' ~~~, Ir:r ;j.1~1l'~. . " " " " .:t:::':ulll 7 J.-J,il,. ~n,..-\t'",,'If" ,:lI t 'CilU u,~",c~' II. '-'f",~ r-(*1 'i~J"; I ~, ~ - , J L.f.!;1 gpPrpP I 25~" w 26 %" (me h".~:~:': I I 32 3{"' tI 32~" NEENAH 3405 \., 6" 24" 6" POSS~ INLET PIPE: =====-1= ;' rl~=: ~slr- NOTE: E." CO'NC. PR[CA5TOR J ?OURW IN PU.CE ,; ~ :i E:~ ~ ~L::. I II 1 : OUTLEf PIPE ~ ~ I .. I " ~ Cu..ss -A" CONCRETE "--- SmUCTURE TO 1)[ PlACED ON 6- CC~PACTED NO. 503 S.lONE D" . ~'~i & :'~.~ .'j ~~,:' . --11--11> HP,R PeR ;~~t. '.:'~~' '.~,. . . I1-JCH PER SIDE I. ;-:" HORIZONTAL H.ARE ") - IC~B~ . . rill -----f:': ~ I~i IJALLJ -ll-G DC T 1 ;'e' To. AnChj~~E 1-1/2j L I~t.~~ (GROOJE-OU1lEl (ND] ----L VERW-Al. FLARE ,c;,' (TONGut-INLET END) \.IALL \JALl!~~ SECTION AA SECTION BB MODIFIED INLET TYPE "A" (MA) (MODIFIED - 12" TO 18" PIPES) ---.f 'oJ AL L SKJRI--I ~---E---~ 71 III I ( DIA. I ~..-1. : J I I . I ' - I --- 1 C~--_. ~i~T !1M. ~ Cw7 it1.S(C, " I /412 '-Ki 18 2/"2121,2 990 2/ J<I ,. I (J ] '21/1 J51 .. I J9JQ " 1 ~+-f-"L1- +:~ ~~:. :J i ,j) ~ J .J.. 5J8O 1 .of- ".6 21 5 I ..... 81":40 :n .6 oS 's7,SQ-J{} , f 12? 2L- 'J .., 7J Jr:1 'J , 7J" i8 731 5-1- c '" " " , .151 " ~,. J1 J ~ .., ..Jj " ,. " " " 1 '" " " .IS '" " " 58' !lJ oj 66 "'J. i1 , '" , " '-' " " " '" " " " '" , " , " " ~~ .!lG '" g; 1{)8 1 g; Jl-4 , ':52i! -Jo/. 'o1'OIl 2. '6Jjfi -4 N0T'ES: 1. LtANUF,i,CTURE OF' END :;ECTlO~ IS IN ACCORDANCE WITH APPLICABLE POR1ION5 OF A.S.U4. SPECiFiCATION 06_ L1Ol'-it , ... 1 , " R '" '" 16 II.!/{' H 17,.1 4 J-.f' ~ 4 I IS .,'6 -5 .f J ~ 17' 2. I 16 ttJ , '.8Il'l :J2J ), .16.:l.. :, ," J8 1. .2r !6 }. 404 r ::!Ll14 '" , " " " " " , , " '" CONCRETE END SECTION (CE) ~OO'M.lS?otJT p--~ /ADAPTER V ~R"'Dr _~~\Tt~=II~~lI l/smEtllJlt -40 Pvc RI~ . NOTE: RISER REDUCER 1J,f,,'" BE , REOIJIREQ. TO CON~ECt 10 = ~:=r~isi~U~~ U~C~IA: "'A'l' 'BE = USED ....,...----, ~Jl~-----d --r- {;U!-\NECTlON (AS RE1J"D.) Ut1ocm7 If SlOPE AS RE:-::)iJl~:::' Err F'I.AN-5: ( GUTTER CONNECTION DETAIL (GD) .C' fl(ND " ,i~fQi..-.i~~e'niN~I~~n'~t.{ori.l.l~yj 'Si.te r~oil's~~~cti;;n\ P!!Y'(s . ~ l~. .'':..iiHl,~:~ii.n,R.ii.:d"~.iJi.; , ,',c~~lr,iI"Ii",;.,"6032'". ,~ .,~.~,;;~.,..,..'..r~j",:", " ~~~, JArIm ~. . ';~\.;~ 17-W1.,0501"<',',. , " fit:~,c'~ 1~~ru6~, '" ~ cimifal ". :)finnda~~tion ",. "~ ~tfte~~7'~410.}rl;. Ds':'Sf:',.,~::,;.-. AJ.*?~ .. -fe'" ,~. ': lIIiiWi.Dd;rn;-flIllH~,,", .. ~ ;"'" 'PIi,317.,~1\M"400i.."Y: .' " .,., f'JjI?"I*, "P... SI1~53S-1IW' . 'of,"', ~tO;;;~' .:.f~p~1,Ot~~:~~~~:;,~D.~'B". 0 -'I~~." 'Carm~ ,City, ~,al!]l<~'.. ': '~i*~~~~Yic'~u", .. ~H.. ":A~~'" ;;ilv:>...,~-i4~ "', '~":I'r~' FINAt"'CONSTRUCTION'"RLANS'r . , J\~~ !1p;"; ;,!~\; PI..il.;DiI.~: SePt. "i(6tl1",~008 "'c" 1, li, 'GC_~!T!~ rf~t~~.:.,: ',~.,; ., . 43;~~r",:;~~ 0 :h t~~:~, :~. : .<~....,5:::4 f~.. ' i(;f::~i'''', '~!~,:f;,~~ ' $. ':.".' " .;:~;tk --~ ~.il ~/ . . ~i:};;g . .~ 0' ~,,~ '"~' " 5. , , '5 . 1814 , " , , . !J.I2 , s~>,' ".' I,' I " .. , I~r;~~ . "-,. . .... , " ~.).i~~~ i)~, ,"~ViBi-ori' Elo'cki . R ce. D-~"1' =I'" '"~.. eI."oo;. U""""~I t:ln, . 1!'",d.J~' '..,' . .,--, .t,,<t\~",,"~.'ItP 'r_ . - " ".~..",. . ,~"'.... ~ .'}L,~j..; "j;;,t';8k ^,,'v.\ !t"t1l"";: :;.tI"~ - ., ...; t "" O!f .~:'~ .,-',' .., Pro]ect:Niimi)er:'" " ;,. <' ~'~~,"~~ ':l'; ooa-,'O~l, -: She " .. ".. :. ,. :,,:, ::' ~ . ~., . u ',"SIt""", '1' 11'11 FlJ.Cl[Flll MmJR[ MSf{CIf'lD ,r IO.I.);IIUI.t TYPICAL TREE PLANTING DETAIL (DT) 00 NOT cur .::fIllER lWO ~ LO.v[ oooar l..EADER Y. 9ft:OOED B,oR{I.lJLtH 20 nEEP Mlfl< C/JII='ACTIIJIoI tJUSS attO'IISE-SPEOflm tasTr.lG'OOI.IP,o,(;'J[DSLUiFlAOC E" TCPSDLCCI.IPACTrIl """,,U 8HOU5IJTtlG'Ill:tI TYPICAL EVERGREEN TREE PLANTING DETAIL (CT) PlNIl" SHRIIlIi\1<! fill' -or ROOT Bi\LL "fIlGU/lIw.l'ilJ~R~~C"IUlI(: PLAllT?ff~ElEl.ltl:B'\IlIlER ',II 1WJ(SHRUB'ROOT&l!L ~\' F=--- B.OC..;F111I.!l'(M:[,; .'S :S:PtclflED SHRUB PLANTING DETAIL (~Ql ~ ~ " ~ ~ ! i ~ ~ " ~ ~ ~ . i d I i " .. 1 .. l ~ ~ COLUMBIA Series Fiberglass Post Fluted Tapered Shaft, 17" Dia. Base ~Jlecifications Oi3CRlfTIQN TM lighting post sM11 be molded of non-corrosive fiberglass-re-tnk,rce-d compositE'. The shafl $tiall be tapered Clno formed with 16 flutes S('~ar6te:j by semi-nat ribs, and a classic tape:"ed and fllJ,ert b~~i'" 14'--0" fo.'LAT5RIAk.S Th-e pest ma.1l"riel shall be Mr~:::orro-si\l-e ri~rglas9-reinfcrned composite, ~Dr~o: true- to;;: tile- p<'litern wfthoomplele delaiL All har&Elm ~hall be tamper resistant stainless steel. ,t.,nchor bolls sh~~1 be hot dipped Ei:llvaniz-ed 1Z'..()" OIMENSIONS The post shall be X-XX" in h~ig:i'1twith <l '1T' diameter base_ The pu~l shall I;ipcr frnm 7" ah::l\ll;! thE Dase to a minimum of 4.25" near the post tOf) An integral 3" diameter tenon shall ~ provided al the top for luminaire mounting INSTALLATION The post !Shall bo$ p~viood with fbur 112" diameter by l(J" long L T l'ojpe ",'"I:ilor bolts Ie t;.e- in-stalled en-a '8.5" 1c 1:3._5" diameter bDlt c:Jrcfe_ _A. 'Cloer shall be pro....ided in the base ;ar SEcuring archer belts and wirillg access FINISH Theaost shall 'be- p'{lmented through(:l,Jt' and fir"1ished ih the same"color as specified: !;ach po-st shall be finished with;) wP'(Ither r.esistant polYlffetnane l1a~i~g a rriilimum dry illm thicknas..'l of 1_5 mils Colorti- available al~: tratok (BK). gr-ay (GR), uown (B"'!J, greer"o (GN), bronze. (Bll, s.ifver (Sll, white (W1----IJ, and cuslom c:::.l,r (eel TYPE ARCHITECTURAL 8UTDOOR'ORD::.R#: DRAWING NO: US.1387 ~ ~~~~ :: ~y~~~~~;~~%,: ~~! If-p:>Di~~,m~, I'><-IF:'; ~""R:"l'fFc) "W.I..WC-:':~~~ TtF'1:~_IF11':l':'<:lq~rl~~'Fffl THE ,.),~.,..,,- I<)~ '~""~*,UJl!Y ,"-"-'-'........;.-'I'J I.", '>'D.~ 'JL'l~D~~<~:" .. UIJI! cr ~<'Iv." Cl:"'~' ~.. OC:~I'T\':O, o~.'r <;>'IV...---:-'J'1 ~pnR~V;;L ~r T'I: ~~S~'B';}:~'~~~;.,Z'~~,~~~~t~~~~~~~~~~;;',~~~-'\'.L re I~:~ ",",INT I.'; T~E P,:)P'ORfY 0= ..{lLO~_'~~"'~!::'~~ l("",E~ "{JEJECT1.:: R~~~?:~~~fJ~.1E\,~~~~C~~~E~}~~~Hr~~~~O~~ ~~~ Fin-iShed Ga,>uod Line SCALE~ NlA ORAV\M RAF APPD: DATE: 06.1iTU2 CQLUMBIA Fiberglass Post Fluted Tapered Shaft, 17;' Diil~ Base 3" 0_0, jc:]" HIgI"oA.lumlnljmT~no:;l' ~ ;:l . ,"'0" - II ~11 I, \ ; 3.5".4_75". ';i 5" H. PoorOPl"flingfQr Ano;;horage and I Wir~ng A'~"'~ll-\. _ 7" '\ . ~/-,mrl[~~~l~l, ~-,0>:r\i' m,"'p 18 ~-~- / " I I I f--- 0". -..j ~ HOLOIJIHAINIE "_"i~B"'od'''',,,,,,,y LJ>.....IlD:~ I.mrrTINrJ~IJi1l(Jll~ 11"':'\~,II.'()o:E ...~L.~\lb _N!,'l,',\;-,J:,OHJ(I 'l)~ GRANVILLE'!' PREiYUER F.aluring, ISD Super..I.".' witl> Culolf OptiC, 117r'f~.u.'~ ~ MQ,n F~ul!'P"ltly OrilEred Catalog: N-umb::r ORDERING GUIOE P"!lt PlI'll Series (H1. I B;il:oe Di~.) i'Ila1ellil. Shatt. Fil'li-sn - Oplior1So C9117 FRC - TF - BK G1;'/11 FRC - Tf - BK GWll FRC TF - BK Pc)ttOp-lioni!ll ~p'menl OptiOns OescliptionfSpec:i"icaliln DaB D'~o:tBII...i~IB;jR ODEle DeI;1ct~d Dil~ct B~.-ial B<1.$t! Note; Our-I'!!).; R~-::l!'rtacl('S, B<lrlnEorarmS, Fl<lg ~:e IlrilCk.e1S andothe.~!;lAromequipment<lreals-o avilable. G9111 ~-l.l. C1?117 : 11'-(). C14,,\"r' 14'-0. ANCHORAGE GUIDE -~ I'.". M~/6U1" t{)*X- ~~Oir,g {Jd~~A:JJ ~~~ I I I ....".. --: :----L Bo~ Circle 13_0-"0\a -f!J(ltlCII1::le Acr.e1!!oDOiY Or~l'IInG J-HF(\~~ 1 1.5" ~ ,- ;;'l:';'":'':''' ; '}~ . L 1.'1''0)( 1i1~ Ho~-)io Gat.oanlz.edl-1)'pe An~h.(lr E\('Ih~ (4 !'l" JXI!!'1Q Eo]i Circle DE Req'd. '3 ReDQr )( 5'-6. US.I3a7 ~ilo91! 2al2 A<. "'_.."',';'. ,~~~ ' -.. ,'~' - V Tj i '; W . ~~~~~ 1 J, J. 4 5 6,.7 lL~i'i ~V'.41tt.~i~~~l :ti~' .,(.or~N :OM~: :~l~I.C lI\'fI mr!lr !..1,i. ,I" m ~ ~ '<';~rJ>< . LIGHT. SPECIF1CATION: GVP-25M-24" M- B-3-N "S"B,..PCTWSTLl202427" (at,Mg NUmbNl for.Enti~~Prn~uct Offering (Ji'ldl1~ and f-'!ai::lt~; rT'~'fbl'!At1i!r~M:.; ",,"""'I:l"l,"'"II'''I4'''f ......,T'l't..~ ~... )\ f,"1-:l!;,'\1 ",iJ~... ~ fll!1l\i.I'i&IW rd;l:ir.tllll;;'i~_. . ,,~",.IH' ,T;fl."H '.onllH' nT.'''~ill ~~nUH' .,~l....till .:DIJH m',;t,.-II ~.~~,.,... ':,~'.'tJli :iWllM ~11;'H" I,"CIl.rlO.::OCEJJJ :llDlk ;'J.'(,"k-r (n"';~AA;I"'IIl1iNmr .:;~~ ;~~::::::: ~~~un:::::::~ HI9L- l\.-,-I.... . ....-....~. ...:. .,:.' .'j'.;:-:.:.I: ;~'".' .111'~ i~'~~".JO.-:-lI, Bushing Anchor bolt diameter per ~ mOrl'Jtoclurer's speciticoMne PlAN ~EW 1. Ct1QlY11er If-O" Copp~r ~~cld Ground Rod &. Ill} CQo~er Wire and ApprO\/ed Ciamping (4) Gal\iQr1i~ed }l.nchor Be,lts. I~ Dio. I ~ - '3 Rehnr Concr~t~ BASE DETAIL (BD) 1IIr.IIrH~:Jm.-SUl.'ll.:" TI~Jr~~~~E;~~ liiI:lH~, 1',.,V.'N:'i', :'~~~.~ '~'~~~~;. ~;~~ :~::~,I,r1-'o 1..".......-..-..... ~. ~~t ~~Ii{ n.,r~~. ~~r,.;.',{ .11_,1 Pb :!Ib'_'_''-l'" ~~~r~~;Jl:.r 'f~'~f;:;~.~~~r .i& ~: l.K..o.oe1lt:\l UGHlL'I1G OOlltnO:'6 1i~~r.JIi7s~ ."rtJty ~r;; ,~: U~~li~, ~.. ;",,~--"I""-~_'I"" Y:",':'-lJ'~~~' '."".; ;-~~~,~',~.,-: . -,,::,::'I~.: !:.:~:.'u I:: ;.:,;, ..:,i ,:"'- ~_ ~;,"':"l, ~;J.,,:..: -oj, ~H..l! -,,'J: .'-eel.:-:: ,.r_~~. -l, I . ..:"'~.. 'il;. ~'.:; -..H"-':.5, r..,..... ~; ~~:} : ~;~~~~ ;~:.~.t. : ~ ~'~ ~.:~' 'l'~ ~:.~~~;:;~~~;t:~::~~:~~; . O'I.~.:.....~..;I'.:J.r.>1."<':l.(. .. f,' ~.1.. ;.... ,....... - ," .:'- r-~ ~-".".c-. ;';.-" .;~,~~',,~:~' ~ c;\~~:;;-u.l'.i..,'_' . IIi . ~y,.~.':;'.rn:L'lo ~ \... :o:~.~X'-r,"'~ . ~ c: ',; ..,........., ~.......... ~ 9 TF:fti.~ . ~'.-~"'"~~;;~ ::".-,,:.~, ':if~..,l;.;.:;,~...,: .~f~~~~a~#~?;~~~~i~V' ,,:')',:","'.,"":',\ HI." ~~"~~,i1-..;t,,-.... r~;"{~'~,;, ....b:.;.,"".v,;.-: .;-/i';':~ "",.:,,~ ~""'~-"'~"''''~ -,; ~'_:" ~,. 1:1 .~:~~.'f"~l ,'-....:,1"f. I .1'." : i:~.' ~. 'I(l;"f ~, '.'<1. .,~,.!:-,~,.,: lJ '.f" 1.- '" , ',I,,;.' .':'. ~ j.. \;',...l' , ~~ ~^$f;:,~~> ,':~; 4U~ii ..,RijJ?~n;-:N ~r~~il'\,M.2~~iiry Site. Construction, Plans, :;:." ,,_.". '-'~'5$~T ." ,F~(lli!,cliig.:n, Ro'4 'I~> CM'm,el; In~~~n~l "'~[)32,. "'i;$;~ AArrin+Ru'hen-N!:~,!~~~JIID 'j~:':'i:o~~.:?J~eo " Phc. 317"M~Ca501 " r~ 311"9<"8~~ lJ1.1\01<I,;.rh ~"~IH~lt.'~!' :::::~~~~fflt... !";"m~n.-ll:O -IoI.,~ F\'T....3Tl,.,R'lCA/' fl:'/Ri;~~~'.~;~.:~~.~. ~-',.. t'T. -\":-~' 1'.,:1 I,:' r'.', ~t!ll.._,;;;"::i'..",~,'UI.I'M.""" _', ~'o/;'I~.n, .t,r: ,~~ '1'.':.::'-':'-'. "I"{;,:.',c .-:: :,:.Ji, ~~: ~~.~ "'" l..~I::p.,' '-'-;~:_:_I~,> u...',IlS.~M~ "-(lw.. :lh"'-!- o!o'\ ~ "it':t; ;fj lu.n';' .'li"",.~bJt.Lm'J" ri ~.: I. E "llil~ ~ ::;:.~ R ..... :Ii 5..:-f.J ". ~ ~.~~ ".:~' L:_~' ,,~-I':. .. '1- . "" -:-, lJllll:~J\V,.I...:~.n~.'r1It;..:~.ot Li.ilil,iIy ...,;"",1';'1""1:'''',' ,-,t,:: ~~~ ;~f~::!~~:i~:I~ ~~~~~~~:.;.~:: ,;.;~~ (~i '''':~).~:n; Ill!' f:m.':"~""I~ ~r1II<1eli , . '. ert ~""!I'-='.lt"oMOI!t.I:~ t":---IhY~""~I~~ " IJ E.\Jl:'mWORK I. SCOPE OF 'WORK A.. [xt.ent: Tho/'; wClr'k: required under t.hiill sectiou C'oll!:li9~ Qrllll f1XCll\"ll.Ung, filling, rtlUgh ir-t..linl1. Ill'...'! rela.u:d iteIllII necessary La oOlIiplete tbe l!'~r)c indica't.t:,d .on t.he .du'lrines lit'ld d~!ltorihe'" in the sped/l-t:IlUo:lU. :I ~ In ~en~:r-al. th" it~r:n!!l of work lo ht: pe'rlo:rmed unller thhl S-flction BhaIJ include: clel!n''iTlg find gt'tlbhmg, t'dno"t't1~ of trees llnd :IItllmpR (when requir.ed), pl'tlte()Uan of trees to remaIn, stripping and .tor....'" of to'i":!U~U. fiD .:om-PllloC:ti.,.n, Ilnd rough grading Dr entlr-e :lite 1lC! ip.dicBtl!d on tbe drll'WtngL 2. ~cli.vnted mate:rial that is 6uilable .may ue ulled for riUs AJl Jjnl!lui1-E1.....1e rnl\I~t"1B] Al1d fill !lurplulI el::cavated mall!rial not re-quiTed shall be rem.oved from the !;:It~ and Ilppf"tlpri~lely p11:lC'Cd. Tht: lut:.auan of dump and length 1)( b ~ul !!Ihllll be tl1 e CoolT.aclur'lI ;n!9JI0Dllibilit.y. Provi.de .lIr..d pltr..ce MIS .t\dditional fill material fr-um uff tile aite U Dlay be h~c.et!lflArY. t~ J'lt'n.du.c~ __hot: gT'",1e:R n:quiT~d. 'Pin .obtained frl;loID uff liIoile :;;haU be of kiDd lint! quality a8 IIJlcCUir'!i! for mll'l h~]-ot':ln and i.he 90urce &pllrOved by th,e OWneT. 4. 'T'he C.cntradcr sheJ.1 accept the site u he flnil!!l it and Sh6U remQ"lle .ll trash rubbhfh ,find debris from the !lite ~rior 10 llI""fl;.in& eJ:cllVllliotL "B. Work not included: The f.clwwinS iLelllB lJol related' lI'Dr:k are ,,~citied fI.:Q,d Uiclud.edin olhcJ' sectloIl9 of lbe~e speciilcaUonB. 1. Escavillion, gradiu@ and bllCJdillillg foOr utility lineB. :) Storm drainallJ-e sY!ltems. 3. SunitllrY sewer ByetemB. 4_ lht@r !!'I;upply systems. S. Street'!! llnd p.nillg. BENCBJtARKS CAre1uUy mntntD.1n flU b~nch ma.rka. mOlluID-ent~. !l.ud .other reference poinb. II di~t1.lrMd or d(!;gtt'o;y~d l'~plll{:e as 'directed by engineer. REUtlVAL OF TREES IL. Rem.o~e all treelil and rilJ.WP' !~.o1D ilToc.& to be Qceupi.ed 1I-y ]'Qad llIn~ '3.1]rtA~l'i.t M"e1l8. Remo'l'al -ot lr-eell Dult:tid-e lh.elllll Mr",u IJbaJl o"J1:1J1 be dr..n~ A:A ntlt~d 1'ln drn....i.ngfil 0]' approved by tiu:: Owner. 13. 1&.11 bn~lIh. dU'rr'iJl~, wuuod, IH'J..d other refuse (rDm the lretlEl Bball b-e remD~d from aite or burned with pr.cper permits (where a.pplh:able). PROTECTION OF TREES Getlero :Protection: The Conlrl!l~lor !lhillhe r~eJIonRi'blol': f-elf' th~ pl'ot-e~tlCtD 61 lella. trunka. l!.od r-lJoh or exi!!'ling tr~.ell DD the prujoect ~'ile thAt Ar-~ to remlkl.n. EriBtin.E trees subject to CDnstruction damaile shall be boxed. fenced .or Q.th~rwtiol': pNltected befor-to any work l!;l il'larted. Do not stockp1~ within bn.ncb !Iprt:t1d. Remeve :Interfering b.nll~ch~lI without injury to:, trunkll &nd cO'l"er lInFI'l"lI with tret: plllnt STRIPPING OF TOPSOIL Remove topsoii ilJ a depth Q( -6 inches (Dr more 1r re-quired} from t.be- B.1'eA-~ to be occupied by raDdll walk'll, buildinp, ond parking nelUl. Pile &.nd !!Itore lopsoil fIlt, .fI JI)I,)Bti()n ..hl:Te it will nol illl~t'r",l"e with c.onst.ruction .operations. 1o.p sni.] Bhall bE! reuouably frell trom su'b!oit <debris Bild :'JtOon~". DlSPOSmON .oF UTIUTIl:S A. R1~1r:" ...nd re&u~,f11jQn:!l gO'l"t:rntng the r-espective uUlilieli:l aha)) be ub~-erved in -e:rei:mbJli :all work u'I\d.e1'" thla tl:el:tiQn. EI. It shall be ~ie res:pull!:libHily oJ eacb cantJ"acto.J' to verity all erlsting ulil1Uelil and CUllUi.UO:DS pcrtlilinm,g tc. h~ ph6.se ot th~ Wllt'k:. It shall a.lse be. the contracton rtll:lpoutlibiJity '1.0 Co;lllt.act tho(! oW1H:rs or the ve.ri.r.u" utiJitiea hefore work is :!ltllJ"ted The oQutraol.or shall notify in writ-mi' the own~r 0:C the enjinf:er -elt e\n,V ~h&.nges. erroTfl. or omissions fu-und OIl these :p~ans .cr in the lioeJd before work iB i1tllrted ()]" ree:Ul.Uea. C. lP'bcrL': lieti'lfe utilities are encountered but n('tt ~hl}wn rm ll1e draTinp. the En,gineer a:bllll be advi:!led betQ"te -wOJ'k i" contilllued [). In'''r::ti'W'c .lII1HI abandono"d utilities ~ncouD.1.ered in excavatin,g and (rrr.dinll operati.ons ilb.all h@ t"o':('Inrt..d M Lh.e ETtglnea. "the.:; !Iball b~ rl'llliDved. pluK-,ed Qr capped lIlII direcled by the f.ngih""'p.i'. sl1'~ GRADlN'G A. Gl'arlea: tlo all cut1lng. 11m.ng. co-mpacUng of (mil: and roucb STftdinR. r'~quiro':d toO bring l"ntil"e proJed. area to !"ubgrade all llhown on the dral!'iuR,$, Ut'ld~rcut .opel] M'.eu 4 ineho':!;! fD!" t.opflOH. B. RUUllh eradi.ng: the toleraIlc-e lor paved n~~!l :!!Ihllll riDt l:J:l:eed 0.10 feet Iibove eaUlblish.ed .tlubiTade. AU other are8:lil iihall net es:ceed il.lO ((lot plus ar minus the established IT:ade. Pro....Jd'" r(1un.diDS~ At tQP .;find bottom of benks And .othcr brellli13 in grnd-e. All open areall IlluLlI btJ. an!.tled 1'I minimum or U.55'. 80bd a mllrimum l'lf 3:1 ~d()p-e. On fiU slDpes steeper tJJ.alL 4: 1, il'tep 01 bred::-\lp lIlo;rped l!urh.c.eg; ~1:'1 thht fill will h.or..d with erlstin.a: surfllce. Ma"imum lift heiflh1 shall Dot 1I:"'Yf;<'!er.l 12 lnchc~. C. Subgrad~ shall bo" prMf rnlll'!d with !l:uHlI.b]~ eQ,uipment. and lIl1 !l'pOIlI}J Ilhd otherwise un!lcuilttbll": m&~ri&1 Ebllll b.e l'emlt'Ve-d lind replaced wilb Buil.&.ble .lD:aleri;li!.l. D. S\Jb,(:r...de fOor BtJ'~et.l1 Ann p-,wed n.l"e1l9 I'lhe.lI b~ ODmpacted lc lOG" of !l:t.andud proctor in thl!: upp.er 6~ or d-l!pth. Depthil: l'lf emb.l!lnkmenl b.elow llJe upper e" 'shall be compacted to 95):. of stBndard proctor. E. See P,4,VlliG !,;ucti()t'J. a.lso. F. All fm material sh:&ll be l.orm-ed. from seU lrt:e Df del.el.<:rioulI mate.illl. If BO r~q\l.i:r,=<I. j.I~i..,r tv plll.c.et'd~l'1t ef fm. fl ~AmJ'll~ .of th~ pr6lH1!ifod material IIh;a.U bl:: lu1.uQlL1ed llJ lhl!:: lllJOilll 2. 3. .. 5. 6, 7. " c, ehgineer fAl' a.pproval. iht: HlI mn.lerial E1hall boe placed in lay-eNl' n.at to. CJ:cecd 8 illcbes- in I.ooflle thicknella 8.Ild Ilhll!lll bt: !!Ipread ani! tc.o'mlHu:::tto.... FIt ihl! propel' mnisture- contellt. All fill IDBI:.e.ia.1 in areu outllide or buH.du::\i ..."d ptt....ement are-as shall be comp.oeted li,hUy 1'I'itb elllch lift and PT.ot.ected Jro:i'I'L er<'>tllton. JdoeftB Clf bulldin,a: construction sholl hlllve suitable iiI] mBterlal plllle:ed aDd c()mp9.cted in accordance ...i:th the S()ih Er.gln~~r's re-port or minimum 100X st.andftl"d prodor. PAVlNG I. SCOPE OF WORK TIle 1I'ork required under this secti()D includt:l! i!l.lI ede.-h')l" cOJ'Jet'e'le ond bnum.inuul: p.aV'ing And :r.ell'lted iteffifl DI!!(:t!BB8ry te. co.mpletethe work iJldicaled on dt'awin.,g!l find descr1hed in the gp ecUS/":IlUt'ln3 Indudiul but not limi'U!-d 19: -All d1'i,v~~. pA.!"king Arp.AA tl'l l:ontl'oct limila -Curbs B:nd I::titteNl -Std~walk8 oud cltncrr:t~ slabs. exterjnr IItep:!l MATERlAlS A. Cl'lncrete: Cancl'etl'l sball be ready-mixed ",,:pd !'h~1I b.e .. rn.i:.: of pr.opDTli.or..~d finf' and Cl'lllr~e I'IW~gft.LC!l with Portland cement Wld wale-c. iLinimu.m c~t cODtoent ",....11 he 6 bagg po"r (':11hll- yard ot concrete and mo.Jimum water cunlent sball be ~.:5 U.S. g""ll(lT)~ pl';f' :!!;Rck of r:...mf!r'J.t, indud.mg mo-isture in the! DIU:l'eIDte, Slump for norm81 weight cODcrete shall be' a manmum of 4- i:ccbea .ml It Iniwm.um .of 2 inchcfI. Tbe :!II~ump ofmaClhin.e plto.ced e.otl.CN:l..e shall be no lellls thllU 1-1/4 illclJn Qr more thAn :3 inch ell. S'b.~dB1'd te"t ASTM C-H3 !lhl'lll h~ nlled to m~to.9ure- slump. YinilnulD oompreull'e liillnmgtb .of copcret~ !i.t 2..B day!/: Ani'll1 "he ::lBRO po'lL All ei::tericr c.oncrele shall bave airen1.rainment ()t ~~ tD B% by volume per AST~ C~26(1. Retemperi~,( Df ddivered eun<::rete will n~t be Allowed. C.o!'JI.~ret.e shaH ,hr. composed, of: i. Porthrnd cement; COlllurkniug to A3n1 C- 150. Type U. nr lYl'e ru.. 2. .Anr~g1St-es; conlQrmh11: to ASTId. C""":33. 3. ....te~ Rhall be ~].ear and tre~ tram injurllJus l'UUlJounu: of oilll. acidll. alkal.oid., organh: mil,tt:rb,}g lIr other deletL':rlous BubstanceB. B. Weld.eil ~,e.p.l lflr.c Fabric:" Where 1equi~ed io-r conerell: rciIlr(ll:"Cem.o:!:ot, :lIhall con.form to AS1~ ~ ~ A:'i. C. PremDlde-d Jo1n'l. J"Ut:t<: Shall "he non-l:'!I'tM1d1ng type m~eLiflE ASTU D-5-4.4, n::c.ep.t that pT"eIIl.olded Joint filler I..\!!ied in. concrete ";ilk t:on!iltJ'"uction MD.Y be ~ither non~eIC:trudin.E t;lr reailient. D, RitUDlin.ou~ Ftovemenl Mater:ia.lfl. All maLerial!l: propO.!led fOT tht' l"allstnJ.ctiQn f)f bituminou!: psvementll ~hll.1I comply _ith. SIH,:1j()l)S 4-00 A..rId 900 of tho": Irldi.anll lJepart.mt'nl r"lf 1'ranspo'l'tation Spe~itiCll.tionB. E, C<HJlpact.ed A,UTei:1!o1.e Suh~balle~ Shan h~ C'Ml9he-d st.one or -Bravel; CrullIllI:d gra'l'el SlHlll Ib~ fI minilnum of ::!5~ r.nillhed MllteriaJ. Pines :Shrlll "h<:,: limited to B maximllID of e~ of tht: total. .l.lat.eriaJ ~hAn b,e free from an ex-cen of flllt.. el:oIlJ::""ll:!d. thinly l.&.minau.d, iloft or di9integrr:.te.t pi.ece!, ,l'lnd sball be free fram fragmcnts coated with dirt. C'Uwp-Rcled IlIilIilH'iiltil: lih.aU be [rr.d~d u folJow!!: .or p.e.r 1...~Jrt I"lJvi!'llons~ 2, SIF.VE SIZE % PASSING ,. - Ii" ," 3" - ..." 'h" I/< #" #:.10 12M 100 aO-IDO 79'-90 :S~-8D ::J5-6[) 2~-50 12-30 5-10 e, AFP1.lCA'J'lON }.. Gradine: Do any !'JI.e.cessll.TY l1udJn<<; in ad.d:lti~n to thllt po!":l"formed in E1.cc.crdance will1 Enthw.:;rrk St!utiOIl to hriPlf lIublll'lildd, -lifter finnl l:ilmpfl.oCtic.n. tn t.'hl':. l""qu~red grndes and llIectionlll ful' site improvement. (I, Pro!pll!l'YAtion nt Stl'hil'l\..t~~ ~mc-ve 'Spongy and -othe!Mlise Ullauit.a.ble materia.l Ilnd replace witb :l5l11ble Wtltp.rial. No tuffil: will boe &flowed an prepared subgra.de prior toO p&virl(. Compa.c:tioD of Subgra.de: The first 6 incbe5 belQw the :>-ubtt<...de I!IIh"'U be com.pacted to "t ll'Jagt 100-;( 1:'11' Ole IDll'l:imum dry density a~ delermint:d by lJJ.e pro'l'iJ:iI.lIlfj QC AASllTO T-99. lf81,.,r ab.ll 'r.e. pre...enLe-d 1Nlm stnndlnr: on the c()mpecud subgrade. D. U',iJi.l.y StrtJc:liJ:I'"f":~: Chec:k foOT eorrec:t ele\'aU.on at all mnnh()le cuv-e:rs. inlets. v81ve boxe:!l and ~imilll.l' structures ID.cated within aTea~ to be p:aved Ilud m.ark. or hQ.ve me.de e:ny necessary luijustrnents In !lUch structures. E. Phl....iul1 COllcrete: I. SllbgrEu'le: P1llce COil crete OW)' -on l:I.. m.ci21. cUDlPll.cled ir'UbJj;n.i!o!" of b:l!ll.lJ"" fro"l!!" fram. lo{t:'lt: Mliterl.ol. Pl&.c~ nl'l concrete on a illudd,y Dr frc'2.eu 9ubgrade. '-. Forma: All forms I!lball b.e tree from 'warp, tigb.t ~nough to -prevent leakage. IHle! Bubstllutial enolJllh to mainb.in their lIbllpC: a.nd pM1Ul'ln rithl'lt:lt sprir..gin.,g OT IlP_ttJing when concrete h. placed. Formfl shll.ll b.e d~f1.D and s.mooth imrn~dlllt.~ly ht.f1:'l)'t! c.oncreting. 3. Pladll,l Concrete: Cnnr:Tt:tr: lIh.l'lll boe. depiOslte-d se all to r.t!quire all lilUe lJandlillg all p:r.llf'ticable. Wh~1l c.cnCl'.ete is t.c b~ :plll.ced at an "trn.ollpln:rh:: ll:IIlpet"i!ltu:tc or 25 .de,(!'e.e9 r., or le'l'll'f. par'8&raph 10:2.11 of the rn-dilllllL Deportmeo1 af Tr-l:lIllIJlOrlll.ti~u Specifications. );.te'!lt revi";:1:'I1l shall b~ (lJlIu....ed. " F. .concrete Curb Iltl.d Gutter: 1. }';xpaMion Joint.s: Sh.!l.U b~ Y.i ine:h t.hic1c prem.old-ed at ends Qf 811 ntlU'lHiI t!lkl-d a m.uimum S'pflCin,g 01 130 (e.eL 2. Coo.lraetioll Joints: UIlle1>1!; othe:~!fe pNJV~dt!d. ~Qntl-a{':tion )l'Ilnt8 sball be jo.ln18 spliced ] D f.eet .on c-eIller. 3. Finish: T.lII'l'lp snd Bereed concrete DEi Ill'lon as placed, and fIll any honeycombo::d places. FinUb il-qt.ia,re Cotl\l:r$ to. % inch r.adiu9 llnd .other cornen to radii 81:J~.n in phmFf. G. Cl'lncretf'J W&I1cs .and El:tc!'lar Steps L S]QPlllil: Pro~de:4 )n~b p.er fQot C'l"O!J8 lllnpe. ldftke o'I.dJustmrmtll in 1'r]lJ.pe~ al walk :iotersectiQ-~l!I 1I11 Il~ce!l!ll'li'Y 1(> J'lro'Vide proper dra.lnn.&:~. :2. DiInen!lions: Walks -l'lT!" ~t"'_p:!J ~hall he one- .cour~. ~l'IIistru~tion and hav~ 'I'Iidlha nnd del,aU8 9bo'Wll on the drJlwin,c!l. a. Fiui5h: Sci;~ed conc.t'l!te aDd trtlwo':l wltb. a Btn~l t.rn,..-",l to .;II. hard dense sl1J'fac:e alter Burtace waler ball' diBaJlpe:ared. Apply medium. broQm t:iuillh 'Ann !ll":rihr-: eOl::\tr-ll1 joints at 6 foot ~pacioe. P~ov.lde % ~::i:plInrion jt:>intJo who::re 'lIMe.walle.'! inler!'JIe,r;t and lit a rnu:lmum Bpacine of 46 feet bet'l"e~1l .e::iIH"n~inr. jn1nt!l:. H. Cu.-inll; COrlcrele: Ih:e:ept !IS: ot.hol':cnri!!:e .lIpet:iried, cure oll CCll'lcrete by -on.e ot the method5 de$~tibt!d in Section. 50L20 of th~ IDcliana tl~pArt.ment of TraIi8portatJon Spc~i(jcllliong. lD.te~l revil>iull. Biluminoua Ptl.VemeJJ.t: Hot &!If'hlllt C-r.r1r.:r'~ll: p.a....~merlt !lhtlll be as specified in Seeliun 1-U2 uf th-e lD.dlD.lla. Deportment .of T:rlil.l:Hlportlltlol'llll Sp~~itiC&tionB, h'J.test J"1l":vi.aicnlll. PIl\'iu& will D-lJ1 be permitted during utlfa.ovor-able weather OT wh"",n the temp-erllture iB to deg.-e_ F. iUJd lltlling. J. COIDJt:l.cted Aggrel1ate Sub-ba~e: The thklrne!l:ll Bhown on ibe dnwiu(8 I.s the wiQhl1um th1c-kne!!lg or llil: fully compkc-t.o":d 9ub-b^!l~~ Cam.J1BoC'-1an shall be aecompli:shed by rolling ....il.h a smoolh .heeh:d rcllt:r weiM:hinlll 8 to 111 ton"!;!. -tf'lmp.llct to '9"5:&. compa.ctif'ln ming Standard "Tesl.iDg Proc-cdurea, A]uD,lcw-bs. heRrtt!.1"all Ilnd ...:!l11s Il.nd EI.t &J1 :places not ..cce:J9ible to the .ruHer, the age:Tt':lat... m.tr.i~rial sban he tamped with mecho.nico.l la..mp-ent: PIJ' wltJl. .Il}Jp:t'.(Jved tAmpers. WATER ....11 Tl!tl'!T I\UlitJ t'tl!:m.cl!! i':"'lln.er.:tl~M, lIblli c~mp-ly r.lth Veolla wateT -t;:unslrnclioD III:p~dfication!i. STORM SEWER .llJ ~'onn U'UT t!1'>I't!ltrnr:tillrt .'!h!lU r:llmpl.y with 'With the "City D' Carmel 'l'e-cbnic,l Slan.dud. ~DUU~ lInd u,r: "CUr of Carmel Sl.tIl"m"ll'ner lhnlll.emellt OrdinllDce". SAh'11ARY SE:1I1::R. AU un~larr sewer C"ons1!'udlo.n. !ball ~om~J witb with t'hr. Clay T"lm~hlp RctiCtruU hst.e Dil!:trid ltp~tifiCAtic.n!l and delaillL "