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srarvDARD usnxc <br />-.'~ - TJ?„{~~~ Rn-xar / , ~ CONCRETE SLAB - <br />oa a o 00 " T. ~ CRETEX TYPE II GROUTED IN PLACE <br />EYE OR EQUAL 2' CONCRETE <br />OO Oa DO O EarER 6Lnxxn ~ ~ - I. Bafr ~ aD.NSnrvc RINGS - <br />MIgIMUM z RINGS <br />M XIMUM fi RINGS <br />Q ~ O Q SECTION a-B EYE <br />D D D Q Q Q BOLT <br />B <br />O O Q ~ O O A ` WALLS TO BE CONSTRUCTED <br />1 A OF PRECAST SECTIONS OR <br />OOOa ~ oOO L~ ~ ~ - CONC. SEWER BLOCK. sEwEF <br />3Na" STEEL BARS -TRANSVERSE VARIABLE BLOCK SNAIL BE PLA6TERE0 <br />A D LONGINOIrvaI. WELD EACH ON INTERIOR ANO EziERIOR. <br />TaBIE OF OVANTI TIES INTERSECTION. <br />RIPRAP aT rRCP WTLET9 (-CL[AR ROCN (3/6" LO 1 I/2') <br />r l aASS 1:, RUNOFF WATER 18' MINIMUM \ <br />xOrE. m II C ~ I o ~ ~xN Irt a ~ PAN w,TH SEDIMENT <br />fiE usfD As RIP-RnP. ~ _ _ ~?B ~ h I KI TIN ~IIti IM21 - ~ I'" <br />x5-] x' <br />/8 Max N P cunR 9[ OvAFL~ 5 I n _ - .. y -'i_ ILiR-~~~ •.. -T- <br />HOLE FRAME rtavm ~ I I ~, ~ `~IOi 9 SEOMENI I ,' <br />ST NT , ! OFFSET STEPS aRWNO wTRE MESN <br />E On~EM I x I Ia rE ] I ~ PmE. MA%MUM D6iaNCE FILTERED WATER <br />'~ RA> ~ ~I FROM FLOOR t0 BOTTOM (1/2' BT I/2") <br />I STEP t6' <br />F ~ L L L 1x'J ~ FLARED END sECTON~ <br />B _ _ CRE Ex TWE LIB OR EQUAL <br />_~~' I _ _ ~ SLOPED iO LPRONDEA5M00M <br />... _. <br />F%iER 6UxxEr ~' ~ -~ ~ FLOW iq OM INLET TO WiLET <br />GSIMG SHALL BE xEENAH R-ITS]-t TYPE C OR EOVAI FOR YARDS <br />CASING uEENAH R-a3a2 1YPE < FOR pttHES SEC110N A-A <br />ELEVATION NOTE: <br />N19 TYPE MANHWE SHALL BE uSED <br />WHEN SPECIFIED OR WHEN THE NANHWE <br />DEPTH IS LE95 THAN EIGHT fEEi. <br />GRATE CASTING RIP-RAP INSTALLATION TRASH GUARD <br />SLAB TOP MANHOLE CATCH BASIN SEDIMEN iATION BARRIER <br />PIPE THREAD <br />512E DIAMETER <br />t2 <br />IS S/B- <br />IB ROLLED MREAD9 2 MAX•~~ 2• MAX' CASTING <br />Z! (SEE NOTE a) INSTALL CAP SCREWS <br />2] 31' (ADJ. tt t/z' MIN.j B MiIN BOLT HEADS <br />}p 0 4 ®O O 4 ExvasfD <br />d9®O®® <br />33 CANOPY TIE ®O®0®®q <br />®O ®®B B ®c GROUTED IN PLACE 2' CONCRETE <br />®®®®®®® AIN M611NG RINGS- <br />a2 J/x' O®®®®®B! <br />aB CUT OR ROLLED ®®®®®®®®®~®®®® M UM 2 RMG6 <br />60 eA®®®®®®@®~®® ¢ ~ MAXIMUM 6 RINGS <br />.. ~ d. <br />66 a If <br />T2 2 MA%' 2 M ''''X((ET' T C( © WALLS TO BE CONSTRUCTED OF <br />TB ~ POSITIpNING LUG IS ~ /i M 5 ~~> 5; 2a' % 36' SEWER6BLOCKrI BLOCK SHALL EBE <br />ea J2't AS REWIRED NOT REWIRED U PLASTERED ON INTERIOR AND <br />90 I' FOR ACCEPT BLE JOINT EkiER1IXt. <br />96 CUT CR ROLLED <br />lO2 U BOLT TIE <br />100 SOLID LID wITH TWO <br />120 vrELDEO EYE OR AvPgOVED EOVAI CONCEALED PICK HOLES <br />132 2. I <br />TYPE R DIAGONAL GRATE <br />60' 6D' 60' 60' ~' 36 3 a' NR8 BO% AOJU6iABLE 6' i0 9" <br />25 }/a" 35 1 <br />AR1 0.1 32 A(ADJ. it 1 2 2M +I It-1 tat ~L ~ ~! ~••31 <br />ROUND PIPE RCH PIPE ~ ~ F <br />EDGE OF BO T TIE N ~ _ za t/B" I 6' CONCRETE BASE PpURED IN PLACE OR <br />WTBIDE JOINT HATE: "T 33• - -L~~ a' NINIMUM PRECAST BASE. <br />/7 HOLES SHALL RE CASs-IN OR pgILLEO I6 I I 26 I/2• ~ 1 <br />Ifi" It' S' I~ I FuW OUT4OE EDGE OF JOIni. , <br />I~TI 2. CUr aNf USEp. AY BE USED IF waSHER Axp 35 y3- <br />J I/2" <br />r(\~ PIPE SITES LISTED ARf INSIDE OlauflEF OF <br />+ vPC ORP~mE OR EOVIVaLEUi DIAMETER Ci <br />TAPERED HOLESHOLE6 P~ID CASTING SHALL BE NEENAH R_IT}3 OR EOVAL NOTE: <br />WHEN PRECAST <br />REINFORCING SHALL CONSIST OF A SINGLE TINE <br />CASpNGS SHALL BE NEENAH R-3067-V OR EWAL OF STEEL WIRE FABRIC HAMNG AN AREA OF <br />PLACEMENT OF HOLES <br />NOT LESS THAN 0.1) 50. IN. PER FOOT OF HEIGHT, <br />CGNCR~iE FIFE JOINT TIES STANOARC MANHCLE CASTING STANCARC INLET CAC iING c <br />HALLOW CATCH BASIN <br />DESIGNED BT:OESIGNED BY DRAWN BY: RKM Mr owECrnsJPERWMw NIO REMSOV 2550 VNIVERSITT AVENUE W. SUITE aOpN <br />APPROVED BY:aPPROVEp BY E ~ OFESPOrv FvaxEER uxMR ST PAUL. M NNESOTA SBlla <br />JOB NUMBER BI 16601 u o< mE srnlE of MaxFSOTn.~ (651) saa-a}B9 CURT19 ~~ ~~ sH[ET .w. <br />caD DATE: F~6.xPw o zoos ~Sp~ a uaxsm STOflM SEWER DETAILS <br />CAD FILE: BIISSOJ\OWG6\C\[T- 020e T(R O 70 7 ANRE °"'c FALCON HEIGHTS ^ <br />TERRY J M.GRER Howard R Green Company y$ <br />