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sTANOago cgsTlNc <br /> _ I ~ ~ RAx <br />ry.-azam _ _ _ , ~ <br /> <br />ETE CONCRETE SLAB - <br />CRETE% TwE II GROUTED rv PUCE <br />OR EQUAL p' CONCRETE <br />oa ]O <br />O <br />O <br />F <br />~ - <br />BaT OJUSE NG RNGS <br />~ <br />O <br />O <br />a D <br />O O irtR RLAxxET I MAX MUM 6 RNGS <br />O O <br />O O SECTION B-B EYE <br />~ i <br />O Q Q Q , ---B n <br />- 80L- 1 <br />D QO ~ <br />O O WALLS TO BE CONSTRUCT <br />O <br /> <br /> <br />O <br />O <br />A A - <br />ED <br />OF PRECAST SECTIONS OR <br />CONC <br />SEWER BIOCN <br />SEWER <br />OO a Q OO ~~ r ~ J/n' STEEL BARS -TRANSVERSE <br />aN0 LOrvCITUOINAL. WELD EACH . <br />. <br />- vaRIABLE BLOCK SHALL BE PLASTERED <br />ON INTERIOR aN0 ExTERIOR. <br /> 1- TABLE OF OVANU =iE6 <br />RiPrRAP i RLP 0 iLETS <br />r4 A56 iV~7 INTERSECTION. <br /> <br />~ ~-CLEAR ROCK (l/n' TO I I/2") <br />\ <br />RUNOFF WATER Ig" MINIMU <br /> °i ~ ` I TI- <br /> <br />a srAU N I - - _~ 1 <br />fiE uxP As RIP-RAa. ~L '--DEB u ~ R~ %°~" I <br />x <br />I <br />I PLAN w~TH SEDIMENT <br /> <br />~ I- <br />~ <br />3 1 <br />1 I iLl <br />I ~INi ul _ T <br />~ <br />L~, <br />I /6' <br />1 ~ <br />MANHOLE FRAME PLpN Is I e se I is I <br />RP W°ngoEASVEREwoviifaF <br />Td PRd <br />(Rx Ix I I6 o ss <br />~ J° I <br />} <br />EOdrr <br />_ _ _ <br />\}4NT <br /> <br />• • OFFSET STEPS AROUND <br />PIPE. MAXIMUM DISTANCE <br />•• II,~~_~_~,.:. ~~,. <br />1 <br />`-XDMENi :.. <br />WRE MESH <br />FILTERED WATER (t/2" BT I/T') <br /> AP <br />.~ <br />i6 ~e] 9 <br />JIB ~ \ AP T <br />L L LTl RJ <br />o'M ~ ~ <br />y <br />• _ \ <br /> <br />v <br />~ FLARED ENO SECTION FROM BOOR TO BOTTOM <br /> <br />CONCRETE SIgB - STEP - i6" <br />CRETE% iWE II OR EQUAL MANH0.E FLOOR SHALL BE <br /> _ - <br />l <br />_ <br />~~~ <br />~ ~ SLOPED TO PROVIDE SNOOTH <br /> ~ <br />EILTER BLANKfi f - <br />_ - - FLOW iROM NLET TO OUTLET. <br />CASRNG SHALL BE xEExAH P-1>}J-t THE C OR EdJAL FOR TAROS <br /> <br />CASTING NEENAH R-s342 TYPE C FOR OI LCHE6 <br />SECROrv A-A <br />' <br /> ELEVATION NOTE: <br /> MI5 TYPE MANHOLE SHPIL BE USED <br /> WHEN SPECIFIED OR WHEN ME MANHOLE <br />DEPM Is LE55 MAN EIGHT FEET. <br />GRATE CASTING RIP-RAP INSTALLATION TRASH GUARD SLAB TOP MANHOLE CATCH BASIN SEDIMENTATION BARRIER <br /> PIPE MREAD <br />512E DIAMETER <br /> 12 <br /> IS 5/g^ <br /> Ig ROILED MREA05 2 MA%. 2 M <br />21 (SEE NOTE 4) T ~ <br />T4 i <br />INSigLL CAP SCREWS <br />IMTH <br />T <br />CASING <br /> <br />T] SZ' (ADJ. 31 I/2' MIN.) <br />0 0 ®®®®® BOL <br />HEADS <br />EXPOSED <br /> ®®a®®®®®®®®®® ' <br /> }3 CANOPY TIE <br />36 <br />® <br />® <br />® <br />O <br />O <br />® <br />® GROUTED IN PUCE 2 <br />CONCRCTE <br />nD <br />N <br />N <br /> <br />42 J/4" ® <br />B <br />® <br />® <br />® <br />® <br />® <br />` <br />®0O®®®® , <br />UM <br />2 gINCS <br /> 4B CUT OR ROLLED ®®®aB®®~®~®®B, ~ MgxIMUM 6 RINGS <br /> <br />~ Q®A ®a®@®/ ~ <br />T• <br /> 60 <br />66 <br />•~~ <br />~ •~ <br />+ <br />e ~ <br /> MA% <br />2 MA% <br />]2 <br />~ T ~ <br /> <br />O <br />5 ~ <br /> <br />~ <br />- <br />5 WALLS TO BE CONSTRUCTED OF <br />PRECAST SECTONB OR CONCRETE <br />2<" % Sfi" <br /> ]B <br />r I <br />' q M <br />POSITIIXJING LUG IS ? 5EN£R BLOCK. BLOCK SHALL BE <br /> 3 AS REWIRED __II <br />B4 _ 32 <br />90 FOR ACCEPTABLE JdNT NOT REQUIRED PLASTERED ON INTERIOR AND <br />E%iER10R. <br /> 96 CUT OR ROLLED <br />toe U BOLT TIE <br /> LOB <br />'20 MELDED ETE OR APPROVED EWAL <br />J2 SOLID LID MTH iwD <br />CONCEALED PION HOLES <br /> <br /> <br />YPE R DIAGONAL GRATE ' <br />2~ <br /> <br />I <br /> <br />60' 60' 60' 60' ~ ~' ~' <br />~ <br />~ <br /> <br />ZS 3/4' ]6 3/4' <br />CURB BO% gD.gJSTABLE 6" TO 9" <br />' <br /> <br />, <br /> <br />2~MAX <br />Z Mq <br />x <br />f ]/B 35 1 n <br />I ]/g' 6. <br />~ <br />6 <br />w~ <br /> % <br />32" (aOJ. it I/2' MIN) <br />ROUND PIPE ARCH PPE 1 ~ <br />1] }/4" ~ <br />+1 f-~-t 12 Ji~iL J , • <br />Imo"' <br /> EDGE OF EY BO T TI I T4 I/g' <br />~ ~ 6" CONCRETE BASE POURED IN PLACE OR <br />" <br /> <br />OUTSIDE JO NOTE: <br />777 1 - ~ <br />J3• ~ <br />< <br />MINIMUM PRECAST BASE. <br /> ~ <br />.../// ,,, <br />I <br />' I. HR ES SHAL6l BE CAST-Irv ORTORILIED I6" <br />OM <br />OUi DE EDGE a JOIx ~_ 26 I/2' <br />~ <br /> 6 <br />~ U <br />N <br />. <br />2. C LH EEa05 MaT BE V5E0 IF WASHER Ax0 <br />USED. <br />I <br />JS I/2" <br />63' ~ <br /> <br />~~ J. PIPf 4ZE5 U6tf0 ARE INSOf dAMETER (F <br />pWNp <br />CINE OR EOUrvALEUi DIAMETER OF -+i <br /> R <br />TAPERED HOLES PERMITTED ~ CASING sHALL BE NEENAH R-1)33 Oq EOVAI NOTE: <br /> WHEN PRECAST gEIN[ORCING SHALL CINJSIST OF A SINGLE LINE <br /> PLACEMENT OF HOLES CASTINGS SHALL BE NEENAH R-}O6]-V OR EOUPI NOTS ESS MANF0.1] SO ANNG ERN FOOTAOFFHEIGNT. <br /> CGNCRE TE PIPE JGINT TIES STANGARC MANHCL CASING <br />STA <br />' <br /> NCARD INLE <br />Ca GTING SHALLOW CATC'~ 9ASIIV <br /> <br />DESIGNED BT; DESIGNED BT DRAWN BT: RNM <br />APPROVED BT:ARPROxED BT JOB NUMBER 61 16661 <br />dREEtA3UPtRxSw.w <br />E uw6 a< INE STAR Di wxxES°TA FN(SNECx VWMg 2550 UNIVERSITY AVENUE W. SUITE 400 <br />5T, PgUL, MNNESOiA 6511 <br /> <br />(651) 6aA_43g N <br />0 <br /> <br />9 CURTIS RECD POND _ <br /> <br />°' <br />sMEEI x <br />Lao DgtE: [eD~u°rv D2. zoD. I:}D:z4 P.m. A <br />,~E °'h FALCON HEIC <br />a-fTS STORM SEWER DETAILS <br />CAD RLE: BI ISSOJ\DWGS\C\CT-V02.DwC (RMONJU) <br />TERRT J <br />URER Howard R <br />Green C > 15 <br /> . <br />16]I6 . <br />ompany <br />