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MAIM COAT DAL OE TYRE 4 <br />M 27" ECCENTRIC OPENING <br />5 -91. REV: <br />ASTRA <br />CATCH DAMN WHALE WERM R3150 -1 <br />RA5 PIACEO N CURB LEE <br />CATCH BASIN AIAMIOLL AWN 91733 <br />WM I4PE C. OWE RAN PIAGED N PAVEAM <br />GROUT PASTEUR OF CASINO <br />AND ADJIISTINO IRNCS 1" <br />BELOW PPE DUNA <br />CUMCKIE MMOM RIMS <br />(2 MN. - 4 MA*.) <br />TATOU TO OE CONSTRUCTED Of <br />PAUSE CONCEETE SECTORS <br />GROUT SHALL RE WPM ELOPE <br />BETWEEN PPE TAINTS <br />POURED OE PRECAST <br />CONCRETE SUNHOL0 BASE <br />(STORM SEWER) <br />4.-0" <br />INSIDE DIAMETER-O• <br />(NOT TO SCALE) <br />SLAB -TOP CATCH BASIN MANHOLE <br />SEW -47A <br />RECENFr <br />JUN 0 J 2003 <br />CITY OF Li! ':U LAKES <br />BRING OROIND ELEVATION TO TOP <br />OF CASTING. OR AS DIRECTED WT <br />711E ENGINEER. <br />CASING SHALL BE NEEN•X CAMEO <br />SCHEDULE, WITH TYPE C COVER OR <br />APPROVED EOWAL. SEE SPECIFIFATONS <br />SEC. 213 FOR CASTING ADJUSTMENT <br />PROCEWRE5 N ROADWAYS. <br />MINIMA 1 RING WITH 3/4- MORTAR —� <br />JOINT ABOVE AND BELOW RING. <br />PRECAST 000109CED CONCRETE <br />1•1X010. 4111 0 -478. <br />FIRST SECTION Of PPE <br />FROM MANHOLE TO <br />UNDISTURBED SOE <br />5410U. BE 0.LP. <br />TPRECAST CONCRETE ADJU*T9W RINGS. <br />RINGS SHALL RE SET N A FULL MORTAR <br />B ED AND GROUTED ON THE OUTSIDE ONLY <br />PRIOR TO BACK RUNG. NO GROUT SHALL <br />B E PLALE0 ON THE AWE FACE or RINGS. <br />WTRMUM OF 12• (RAGS ND MORTAR) <br />BETWEEN 800103 OF GASTRIC AD TOP <br />e 09 CONE SECTION. <br />SEE JOINT DETAIL (SAN -7) <br />MANHOLE STEPS SMALL BE INSTALLED <br />IB' OC ON THE UPSTREAM SIDE 09 PPE <br />PAWN NP TO PVC <br />MOD OR <br />ED1W ODaSA001EUNN DER <br />TRAPS AT SMART SECT <br />CONCRETE BASE <br />�2. <br />E.W. <br />1/4" STNME55 STEEL STRAPS <br />FASTENED 10 WALL WITH BOLTS. <br />2 STRAPS PER SECTION <br />SHORTENED 07 80010 TURNED TO <br />DIRECT FLOW DOWNSTREAM <br />RISIDE DROP SECTION <br />MANHOLE DETAIL <br />SAN -19 <br />6' <br />1' To 2 Washed Rock <br />NOTE: <br />Hoek site Should W 1" to 2' in size such <br />as MnDOT CA -1 M CA -2 course aggregate. <br />A geotexlile fabric may be used under the rack <br />to prevent migration of the underlying soil into <br />the stone. <br />1- 27 -97, REV: 9 -98 <br />ROCK CONSTRUCTION ENTRANCE <br />000-5 <br />NOTE: WHERE CALLED. FOR ON THE PLANS. A DROP SECTION 3'R <br />SHALL CONSIST OF A REDUCTION IN THE HEIGHT OF <br />THE RACK OF CURB TO 0.10 FOOT AND A TRANSITION <br />DISTANCE OF THREE (3) FEET. <br />T <br />3"R <br />3 <br />1/2 "R <br />13.5' <br />l <br />SLOPE 3/4' PER FT. <br />8' <br />8612 <br />8618 <br />8624 <br />W <br />CONCRETE <br />CU. YDS.L <br />PER L/F <br />Hansen <br />Mohagen MI <br />Architectural JILL <br />Group <br />W <br />CONCRETE <br />W <br />CONCRETE <br />/F PER <br />CU. YD. <br />CU. YDS.L <br />PER L/F <br />/F PER <br />CU. YD. <br />CU. YDSd <br />PER L/F <br />/F PER <br />CU. YD. <br />12" <br />0.0474 <br />21.1 <br />18' <br />0.0582 <br />17.2 <br />34' <br />0.0690 <br />14.5 <br />1- 27 -97. REV: <br />CONCRETE CURB AND GUTTER DETAILS <br />5TH -1 <br />F: \Eng\ 63985 \001 \dwg \1100 \DETAILS.dwg, 06/09/2003 02:54:06 PM, CalvinT, <br />1:2.18095 <br />FILTER FABRIC, MIRAFI <br />'ENVIROFENCE' OR EOUAL <br />SUPPORT NET <br />POLE <br />SUPPORT NET <br />DRIVE POLE 24" <br />INTO GROUND WINE SOIL <br />FILTER FABRIC <br />BACKFILL <br />1- 27 -97, REVI <br />RECOMMENDED TOE -IN TRENCH <br />POSTS SHALL BE SPACED NO GREATER <br />THAN 4' APART <br />FABRIC SILTATION FENCE <br />CARD -17 <br />CISTe1G MALL BE AENATI 01042, <br />97744 TYPE "0" COVER . OR APPROVED <br />EQUAL SEE SPECIFICATION SEC 213 <br />FOR CASINO ADJUSTMENT PROCEDURE <br />N ROADWAYS. <br />BREW GROUND ELEVATION TO 70P <br />OF CASING, OR AS DIRECTED BY <br />TIE ENGINEER. <br />PRECAST CONCRETE AOA/Sm4C RINGS. RINGS SHALL BE <br />SET N A NLL MORTAR BED AND GROUTED ON ME OUTSIOE <br />ONLY PRIOR TO BACK FLUNG. NO GROUT SHALL BE PLACED <br />ON THE 44510E FACE OF RINGS. MAXIMUM OF 12" (RINGS <br />A10 MORTAR) BETWEEN BOTTOM OF CASING AND TOP OF <br />CONE SECTION. <br />PRECAST REINFORCED CONCRETE <br />1019101.E. ATM C -078 <br />SEE JOINT OETAI (SAN -7) <br />BOTTOM AMER <br />M1H 8" <br />INTEGRAL 8..8E <br />5" <br />MANNULE NOTES: <br />1 10N00LE5 eel BE INS1Al1E0 MIN BELL <br />END ACING W FOR IMPORTANT. <br />2 RENFORCINO SHALL BE A MNR*O1 <br />OF A SINGLE UNE CAME FABRIC HAVING <br />AN AREA OF NOT LESS TWAT 0.12 50. <br />IN. PER R. OF MOM. <br />TYPICAL MANHOLE <br />A <br />• InImol awake; <br />lodging bone (NMI sc mi lent 1dM)mien <br />OR I ion_ 2. nesie..Yew 1408 So e neoprene rnolorial minding <br />IM n5u1smonls N ASTM C -443 or 1114 INR.ng <br />Owlan0 EPOM: <br />Tensile Sllregth 1500 9.51 min. (04 C. ATM 0 412) <br />Elongol t Rlptury 4502 min. Die C. MY 0 412) <br />Cempres9en 544 259 rnae. (2244. 070 C. <br />AVM 0 395. <br />INTEGRALLY CAST POSITIVE DuromNN 5p 3 5 (%STUD 2240) <br />SLEEVE SEAL MECHANICAL SEAL <br />WATER TIGHT SEALS 3. FHA* Mom r n.:n. Moll cenRrm to produce. <br />Nondords. <br />3 -90. REV STANDARD SANITARY MANHOLE SAN-5 <br />1. 5VE Nor WATT+ IN "nenSMnderd pipe aNm3e <br />WOODSTONE <br />BUILDERS INC <br />Lino Lakes Retail <br />Lilac St. & Apollo Dr. <br />Lino Lakes, Minnesota <br />Hansen <br />Mohagen MI <br />Architectural JILL <br />Group <br />1415 E Wo7TWto Blvd TN 952.473.1985 <br />Suite 200 F411952 .473.1340 <br />Wayside MN 55391 Tnne.mohocrenhonsen.com <br />SCHOELL A MADSON, INC. <br />ENGINEERS • SURVEYORS • PLANNING <br />SON. TESTING • ENVIRONMENTAL SERVICES <br />10580 WAYZATA BOULEVARD. SURE 1 <br />MINNETONKA. NUN 55305 <br />(952) 548 -7601 FAX (952) 546 -9065 <br />T.o W.9chwNmodson.com <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION. AND THAT 1 AM <br />A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />REGISTRATION NUMBER <br />N0. DESCRIPTION DATE <br />PROJECT MASER: <br />DRAWN Bt <br />CHECKED BY: <br />DOE: . <br />DETAILS <br />C3 <br />S.M.I. PROJECT NO. 63985 -001 <br />