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6' <br />u �% L `mod 0°'°°0 <br />NEENAH CASTING <br />0- 1642 -9 W/ <br />NEOPRENE BOOT, OR <br />EQUAL. LETTERE0 <br />SANITARY <br />1/2" MORTAR <br />ON OUTSIDE. <br />BETWEEN RINGS, <br />CASTING & AND <br />MANHOLE FINISH <br />SMOOTH ON <br />THE INSIDE <br />RINGS (MIN. 2. <br />MAX OF 5 RINGS) <br />LINO L <br />MANHOLE -\ <br />SLEEVE <br />SEE DETAIL <br />PLAN <br />- <br />6 <br />46" <br />SECTION A -A <br />NO WOOD SHALL BE USED FOR ADJUSTING CASTES: CEMENT MORTAR DAY. <br />CA51 IRON MANHOLE FRAME A COVER AS NOTED. <br />MANHOLE 070 5 SHALL 3E CAST RON, ALUMINUM OR STEEL - REINFORCED PLASTIC, PER <br />ASBM 0478. <br />PRECAST REINFORCED CONCRETE BANHOS SECTIONS PER ASTM 0470, FURNISHED <br />WITH 0-RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. <br />A 12" OR 16• BARREL SECTION SHALL BE INSTALLED 011000 THE CONE WHET.DR <br />40596.E <br />PIPE CONNECTIONS TO MANHOLE SHALL BE 0640E MATER TIGHT BY CAST NPUCE <br />RUBBER BOOT AND CEMENT MORTAR INSIDE SURFACE 5HAIL BE FINISHED 5M001H <br />SANITARY SEWER MANHOLE, <br />SILT FENCE DETAIL <br />CATCH BASIN <br />PLAN <br />NEENAH R43067 -0U BOx PM 063 AND CB10 <br />RNA ELLVATO0 AS SHOWN <br />ON PUNS. <br />10" <br />-00" <br />CASTING SHALL BE <br />BOLTED COVER, AS <br />FINISHED GRADE <br />1D° WYE <br />10° PVC <br />SLOPE TO <br />MATCH PLAN <br />10" THREADED PLUG <br />4° CONCRETE PAD <br />10 PVC <br />10' X 45' BEND <br />n6 J <br />NOTES: <br />- ALL JOINTS SHALL BE SOLVENT WELD EXCEPT AS NOTED. <br />- 10" SUP JOINT PLUG SHALL BE BLOCKED SUFFICIENTLY TO <br />WITHSTAND AIR PRESSURE TESTING. <br />CLEAN OUT <br />1 1/2" MnDOT LVWC35030B (WEAR COURSE) <br />TACK COAT MnDOT 2357 <br />2" MnDOT LVNW350308 (BASE COURSE) <br />6" CLASS 5 AGGREGATE BASE W/ 3" <br />MINIMUM BENEATH PROPOSED CURBS <br />COMPACTED 00000 OE <br />TYPICAL PAVEMENT SECTION <br />BASE SLAB <br />PLAN <br />EXTERNAL RUBBER SEALING <br />SUAVE AS MANUFACTURED <br />BY INFl -516ELD OR <br />APPROVED 00 <br />R 2 <br />MINAX GS OF (05 IN. RIN. GS) <br />PRECAST RDNF0RCE0 CONCRETE <br />BOX <br />COAT ENOS OF PIPE 41 1E9AR <br />WITH 1000 SCUDS. TWO -PART <br />EPDXY SEALER. <br />SAWCLFff1NG REQUIRED <br />FOR PARTIAL PIPE LENGTHS. <br />SECTIONAL VIEW <br />NO STEPS ALLOWED. <br />MnNVERT FILLET CCYAST 18 RAGE <br />CONCRETE <br />0" PRECAST REINFORCED <br />CONCRETE BASE <br />CATCH BASIN (2'X3' BOX) <br />STRUCTURE <br />DIAMETER <br />48' <br />60" <br />72' <br />64" <br />96" <br />15" <br />22" <br />29" <br />37° <br />44" <br />1.09' <br />BACK OF CURB <br />Q04880 RE040FD <br />UNOR RRUP (WAR MO <br />en MALI <br />HNIO- 4.8116PRPP, 1 PO. LOP <br />WRAP =NEE <br />Sv W Fw OMB <br />K tW 10-24 <br />>r W 46 is-I1 <br />IF In .D' 6_6 8 <br />24• t L® 4-6 <br />AWE On DOA <br />APPNNVPWF T.4 Iva <br />CAP. <br />wow <br />in/ <br />4" CONCRETE, MIX 3A32A- <br />6" CUSS 5 AGGREGATE BASE <br />SUBGRADE <br />NOTE SIDEWALK TO BE <br />6" WIDE UNLESS N01ED <br />OTHERWISE <br />TYPICAL SIDEWALK . SECTION <br />CENTER OF STRUCTURE <br />CENTER OF PIPE <br />AND STRUCTURE <br />NEENAH R- 3067 -V <br />CASTING <br />NOTE: STRENGTH DESIGN OF COVER SHALL BE PER MNDOT <br />STANDARD PLATE 4020. <br />RECTANGULAR OPENING <br />CB COVER <br />1/2" MORTAR ON OUTSIDE <br />BETWEEN RINGS. CASTING 14 <br />CATCH BASIN. FINISH <br />E <br />STR M ON INSIDE <br />NO M01TAR ON <br />WADI. 31000E DIGP1 1106 440 RIR <br />000005 SAIL NOT 8561 TES MAN "A <br />IHi ESN. <br />RASE RHW ROM SEES MD 11410 TIP <br />E RA40 ENO 5400040 <br />JAR IMAM 6164 FROA 11P OX <br />00110Y OF PPE <br />TB LAST 3 MINS ON MET NO OUTLET. <br />6110 ARONOU£.18 LAST 3 SMOG <br />OF WE U.1 TIE DOLT PASIND6 PER <br />PRE SIM LESS 84800 ". <br />USE 5/1" TES 06 PPE STNS 17 110 IF. <br />LI£ 3/4• TES 06 PPE 445 36 16 66. <br />L61.1606 FIEF 00 OW 7E. <br />REMOVE CURB <br />Box BOLTS <br />l )(4' s/6 • <br />34 <br />PROS 3 AP5AFFSDx WA91 GUARD T1 PEST <br />NOT BP 040461E AFTER EABMCA1O1 <br />FLARED END SECTION <br />DETAIL <br />T RINGS (INN. 2. <br />MAC OF 5 RINGS) <br />T- <br />R- 3067 -V CASING FOR CBM112, 44404, <br />R- 3067 -4 CASTING FOR 08486. 00487. <br />R- 3067 -0 CASTING FOR 064458 <br />8- 1642 -9 CASTING FOR 00665. LETTERED •510831 SEVER' <br />R-4342 CASING FUR 44MH1, CB5, <br />PRECAST COVER SLAB <br />(TYPE 2) <br />411420 2 818105 011U6VS50 <br />SEAL ON SUB JOINTS. <br />mENT moat NI <br />PRECAST BASE <br />54'_,➢2' <br />100 <br />1SIOf4 7141004115 E55 <br />6 <br />120' 12 <br />BE <br />M11 00 WA/EN . 6 SI:0 users No nA IG WIM KM/ OILY. <br />1.1411.110LE SIVE 5114.1. BE Mt Ink, N.M. OR MEM RENEW. PLATE PS <br />/ILL OPI0m0 BEEXED1 P/PE .1,142.E WALL Cpyarr NNW. <br />CATCH BASIN / <br />MANHOLE # 2 &3 <br />O.D. +2' <br />0.D. <br />60MP416 10 <br />BACKFlLL m.y; • <br />COMPACTED <br />SAND OR PIT <br />RUN GRANULAR <br />MATERIAL <br />UGHTLY <br />COMPACTED <br />BACK0LL <br />GRANULAR MATERIAL BEDDING <br />0.D/2 <br />0.0 %4 (9" MIN) <br />EARTH FOUNDATION <br />PIPE FOUNDATION DETAILS <br />• ASRJ 02321 <br />EMBEDMENT MATERIAL 'r,; <br />PIPE INSTALLATION IN ACCORDANCE WITH ASM D 2321, TABLE 2. <br />• EMBEDMENT MATERIAL 5HA11 CONFORM TO AMU 02321, TABLE 1. <br />GRANULAR MATERIAL BEDDING METHOD <br />NEM <br />I. IIIEGALI1EZ 19 SE USED Ai AU .111:041.11.E.Y. ANTI <br />1 PINT, Ed BLOCK 1.1100‘ CALE B <br />AT /EL L EMS MO <br />OS <br />Ig 11 <br />BALKS <br />MEGALUG LOCATION <br />(REVISIONS BY <br />0 <br />a <br />DRA <br />BO <br />BOB <br />3 -3 -2005 <br />VERTCI1. C- 440940 <br />N A N A <br />0. <br />05513 <br />OO6 PAGE <br />SHEET <br />C1.04 <br />OF SHEETS <br />+41i, tj: ;A <br />OCT I 2005 <br />