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DETAILS4. EnrRItfdaVitrat "2 "2'222 :21 <br />' COTE <br />Corot mad i T!' r"---r—,---P:'''4.'".2:;,2-11 / / ..,. _. <br />DEC cc t t ) <br />Too < .10 type or. cote:Rosin. <br />c .rcme STEPS 24"x35' 5808 OPENING FOR NEEN:n LI` j <br />[[.. _cv 0 .avc R3G67V CASTING OR c0U0L. - u wcs. (wcx- <br />�\ . 1 ^ DIMENSION FROM BACK Or CURS I I sm 1 v [c vVt <br />,. °_ 0 CENTER OF PIPE \ V , / o E As <br />A �� i Da MP =3' 6 Do uH =15" \ <br />Dd AIH 3' T d Err cr <br />n% 1 1 IJij —� I ..\\ , 1 DES 00 <br />\ t0 " / <br />FOR NFF- CENTER SUB OPENING % a :ore csr uSn T <br />PERSPECTIVE Ewan R3250-A OR RI 642-8 <br />— XcA:OP N.wvR <br />No Suoie r CASTING OR EQUAL. a nv w v lx.. /cc* 3149 40 <br />N ";.. NEECNHH R 0 0 OR APPROVED EQUAL _ �1 ) tl <br />CONCRETE COLLAR TO ENCASE CASING tern E <br />II .0 AND RINGS <br />FULL BED OF MORTAR BETWEEN CASPNG WEwu s-'a u `crs <br />ANO RINGS. MORTAR OR RTMNECK BETWEEN L I / Hor .v s_4 roar <br />CONCRETE SLAB AND MANHOLE SECTION. zo' :O ERRING WIZ j 16 "PC 4x .v.RCV`p Eava) <br />0 Min. T L 10 Transition MIN. 3" IN HEIGHT AND ?MX. 12' IN HEIGHT <br />FOR ADJUSTMENT RINGS 1' MAX. MORTAR I <br />a :dam e & grate - .,S� 11.� F o�i x' <br />���9 THICKNESS WHEN USED FOR CASING API. e -7-7/7S--= O - p REp at ; I �T P d - I ) / x 1. �� '_- —�� :. 6' PRECAST REINFORCED CONCRETE SLAB. <br />D ayn 9 eee <br />"2 N R pd Evpo .:on r JOINTS BETWEEN PRECAST O 0308005 CONCRETE <br />SHALL -- -: KrTh I'm <br />-o !■ USE 0-RING RUBBER GASKETS CGNFORIAING 5 C Drat- N A A �_ 11.11.+ <br />1 e 9acdo IO N 1: .e L R -306N • PO CAST EINF. d tl <br />inIS /Pe V 9 unproved <br />SECTION A A <br />equal. 5 PRECAST REINFORCED MANHOLE SECTIONS. f., _� I / .rt, <br />CONFORMING TO A$M G]6. ( i '1 <br />> APPROVED m011A NEENAH R19613 OR SECTION B -8 <br />• SLOPOVED EOVAL, IC ON CENTER. <br />® MOUNTABLE C &G AT CATCH BASIN SLOPE BENCHES r PER Fool <br />wra SANRARY SEWER MANHOLE <br />3r e g w <br />imaarnassiaisa 0130UT BOTTOM <br />SECTION A A\ N-- MECHANICALLY COMPACTED a' GRANULAR 1_ jai d �d I • <br />5 MATERIAL FOR LEVELIN0 (Mn /DOT 3149.27) <br />r"r" .t 4- (ORDINARY COMPACTION) <br />�4 I I <br />' 0 w TCH BASIN /MANHOLE <br />' friar-I& <br />T u _.JI L I <br />em, .. ,ks.a[el. 4 m oz <br />u^EV xc J:.SN xw, iv eeuro E:d SIX <br />CIAS5 C -1 T CLASS C -9 0 C0 ro : CATCH BP.SiN PLAN <br />e�a.9` nt " ` "s"" m ".wROrm- '°`m''nu. � av 0408004 nrd I.I. BASE SLAB PLAN <br />wM s« m SEE ocwl KATE IN xvzwl saoR Gus .:w IT CAN RE i 1012 CRAMS r Ead.. wzvz cr.dE utiz / SIRUGN4 CAN F <br />i L �� is es „40,,,,,, I wE,rxxc.Am ssE d. Gsred.v... <br />1 N,4LLir 1 R`,AK]v CR H➢ • s WPB wx 9aw. 8E[a11 10 084rGE1- ± _ <br />LaNO FACTOR 2.3 ,� //� NA AD.222, R24„ ® —tea TP 0coLo4, rnsy0 010 <br />eon:. i_I.. /( 4E a (xdM51v0x,tw wort (HM SwvmW T CIRRED) . ,I <br />"3 I D y” r rursrcRSE s �_ ��! <br />er,949; TT Woof <br />.�USIYEV! — S:[PE tlEVpE51' eEr E242 <br />��; IW E%e ran, ' — <br />CLASS 8 CenETD Re. rCRCED <br />Iola, a�� =r w,re. oorus A NOTES' xeurnree REm rev 78a 0,70 m \/ <br />»aerHerr, ` THE CATCH BASIN CASING SHALL LINE UP WITH 1HE s¢rotwo-null Etndis.v mm ({IA4 :ur couaneT O cRxnv..w <br />CONCRETE STRUCTURE 50 17 CAN 8E PROPERLY MAINTAINED. (05080,: Tw u^rt:,m8 lxo(:oi 1Hy u) <br />NO 5HIM5 TO BE USED OTHER LHAN 108780 (amn,wrccrancccv) <br />WAEN AOJU57000 RLNG5 ANp 0/5TI,YG. SFC,'ION <br />® PIPE BEDDING DETAILS FOR RCP & DIP <br />® CONCRETE ENCASED CASTING CATCH BASIN <br />WEIR <br />m <br />Z <br />20 <br />2 <br />415 <br />0 <br />dd <br />a <br />es <br />