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-4 <br />• <br />YMCA <br />NEENAN CASTING <br />R- 1642 -10 W/ <br />NEOPRENE BOOT, OR <br />EQUAL. LETTERED <br />SANITARY <br />1/Y MORTAR <br />ON OUTSIDE. <br />• BETWEEN RINGS. <br />CASTING & AND <br />MANHOLE. FINISH <br />SMOOTH ON <br />. THE INSIDE <br />RINGS (MIN. 2. <br />LAX OF 5 RINGS) <br />LINO LA <br />MANHOLE <br />SLEEVE <br />SEE DENL <br />ID <br />MIN. <br />48" <br />SECTION A -A <br />STAINLESS <br />SIEEL <br />STRAP <br />FLEXIBLE <br />SLEEVE <br />MANHOLE SLEEVE <br />N0 WOOD SHALL RE USED FOR ADANITNG CASTING; MEN DORM (AO.Y. <br />CAST IRON PANICLE FRAME k COVER A NOTED. <br />MANNRE STEPS SHALL E COST WON. AUNINUM OR STEEL REINFORCED PI SM. PER <br />AM CAM <br />RIEGST REINFORCED CONCRETE MOVIE 5EL1ON5 PER AM COIL FURMSHFD <br />TAINT 0-RSG CARTETS AND 1DBRCAN1 MEW M OMEAN3E RECORD. <br />A 12' DR 15" MMEL SEC1IDH RIM. BE .6EALLm RARER THE 0010 NTEMER <br />POSSBLE <br />PPE CONNECTIONS 11) 504010LL MCI. BE BADE WATER TOM BY CAST MACE <br />RUBBER BOOT NE CUM NORM. INSIDE SURFACE SMALL BE FRV51ED 5300111. <br />SANITARY SEWER MANHOLE, <br />"SILT FENCE DETAIL <br />CATCH BASIN <br />PLAN BOX <br />FEMME NEEAH R - 3067 -v0FOR <br />CB3 -AND C810 <br />RN ELEVATION AS SHIN I <br />ON PLANS. <br />10' 1' -1P 10 <br /><ES <br />CASTING SHALL BE <br />BOLTED COVER, AS <br />FINISHED GRADE <br />10' THREADED PLUG <br />4" CONCRETE PAD <br />10 PVC <br />10" WYE <br />10" PVC <br />SLOPE TO <br />MATCH PLAN <br />10" X 45' BEND <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' MnOOT LVWE350309 (WEAR COURSE) <br />TACK COAT UnDOT 2357 <br />Y MNDOT LVNW350308 (BASE COURSE) <br />6" CLASS 5 AGGREGATE BASE W/ 3" <br />MINIMUM BENEATH PROPOSED CURBS <br />COMPACTED SUBORADE <br />TYPICAL PAVEMENT SECTION <br />b <br />b <br />b <br />BASE SLAB <br />PLAN <br />NS. <br />REQUIRED <br />FOR PAARTML.RPE LENGTHS. <br />SECTIONAL VIEW <br />EXTERNAL RUBBER SEALING <br />SUAVE AS N.WUFACRAEED <br />BT INFI -3HED OR <br />APPROVED <br />RN00 (1401. 2. <br />MAX 5 HIES) <br />PRECAST REINFORCED CONCRETE <br />COAT ENDS OF PPE k REBAR <br />FIiH 7005 SOLES. TWO -PMT <br />EPDXY SEALER. <br />NO SEEPS ALLOWED. <br />PARR? FILLET CAST N PLACE <br />Mn /DOT 2481 TYPE 3432 <br />CONCRETE <br />B' PRECAST REINFORCED <br />CONCRETE BASE <br />CATCH BASIN (2'X3' BOX) <br />STRUCTURE <br />DIAMETER <br />4B" <br />60" <br />72' <br />84" <br />95" <br />1.k <br />15" <br />22" <br />29' <br />37" <br />44" <br />1.09' <br />BACK OF CURB <br />EOAND NORM <br />URN MN O'IAN 300 <br />01E004 <br />ND- RAAMD5 ROMP. 1 FM M9 <br />WRAP ROAM <br />Sts N PO CM <br />24"00 10-14 <br />33' Y 4' 1043 <br />E'0IY M <br />IF * H <br />WTCMMDINEN <br />0N,a0 213,1.4 r <br />CAP,. <br />4' CONCRETE MIS 3A32A <br />6' CLASS 5 AGGREGATE BASE <br />SUEIGRADE <br />NOTE SIDEWALK TO BE <br />6' MADE, UNLESS NOTED <br />OTHERLMSE <br />TYPICAL SIDEWALK. SECTION <br />CENTER OF STRUCTURE <br />VARIES <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 WR14 ON CIEMDE <br />606 . CASIWC k <br />551M NM NISI <br />500010 ON NO DE <br />NS <br />NORM ON <br />BON <br />BMNOUL 5mm. E0 1 ROE ULM 1a <br />OM % STALL NOTION 051IMw <br />105 CAM <br />ME MIN AMID MS AC OM RP <br />Cr RAND 1.W SWIM <br />alt I61R1O AT IOMW RP OR <br />WON 6 RE <br />1.E AST 3 g113 m FORE MO GUILT. <br />rW NOON B 1®, TE 1AS13 MIMS <br />OF PPE NE 211 W V MOMS MR <br />NE ME I0M INN EY. <br />USE SAY NS NO PPE am K RA. <br />uE VP .3 COL INN MN 3r w 3r. <br />UK OM FOR NINE SRS OM 17. <br />M-w13' 0-1/4' i . ti <br />PANTIE SOPS 1 EASm 1 0501 mNW w 055 <br />NOT m p4WNE AMR FAAWIWA EMINASITC <br />NEAL <br />FLARED END SECTION <br />DETAIL <br />Cum MAX OS) <br />R- 3061 -V MINIM PM CORN2, MM. <br />0-3007 -V CASTING FOR COMM MM. <br />2- 3067-V WRING FOR CBMI■1 <br />11- 1642 -B CAS1176 FOR AWNS. LETTERED 'STORM 8005))" <br />R-4342 CASTING FOR COMIC. MA <br />PRECAST COVER !LIB <br />GIPS 2) <br />T <br />PLACE_ IABPS <br />M ROOM. <br />COMM <br />" <br />ISl4i•11M• <br />FT36T:itli <br />ItL•71•1ik1111111 <br />NO VOW RWL • UM WR MARIIRS 0151•R emir WOO MAR. <br />5 4 51 0 00 50 3 05 40 . 2 05 0 0. 58 1 . 0 2 09 05 8 MIS <br />IOM A -1.w Mk SAM <br />WWII 111.1. .4WN Sm. MMM OR .O R.MYWW 01/610 1.W <br />SCAR Ammo mom FNE4LM a mow W TN 1.m 0416 <br />Nam 0000400820025100221443200004 AW 0 OATEN <br />0004.5 ®T 1119:80M RMM 2.•4 MAMA • <br />iMEM AM ON MK AM IMNIOCWALL .m omit YAM <br />MRFAZ MWL 1.E INDWO mom <br />CATCH BASIN / <br />MANHOLE # 2 &3 <br />LIGHTLY <br />COMPACTED <br />BACKRLL <br />GRANULAR MATERIAL BEDDING <br />.._.._ ....... <br />1L1J2 OA.I. <br />EARTH FOUNDATION <br />PIPE FOUNDATION DETAILS <br />PIPE INSTALLATION IN ACCORDANCE VIM ASIA D 2321, TABLE 2. <br />" EMBEDMENT MATERIAL SHALL CONFORM TO AS114 02321. TABLE 0. <br />GRANULAR MATERIAL BEDDING METHOD <br />ATM <br />1. MAMMA w IS IMO AT ALL 1555170 A•1M <br />5 ML ATM.. MAX AND MIS MALL R IMAM <br />MA DAUM. COAL NN COAT WM. AT <br />1 IMAM OOOem MOM IAMB AIL MX SALM <br />Mb WINN. <br />AMC ` AT =TM MIm1IROL m MA AW <br />MEGALUG LOCATION <br />REVISIONS BY\ <br />J <br />BOON <br />PACE <br />Min <br />Imoµ€ � <br />L Mf. M:.:.A <br />OCT 1 0 2905 <br />�' (?E' t=h :l LA. <br />