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NOV 1 4 2005 <br />CTYO_ <br />PLACE RPRAP AR0I8 SM5 <br />MO 04(46 TOP OF FES <br />30 NLSK 061 <br />FOR 6081* 0(7ML <br />NENNOWN (10106111E FA86C <br />8EDRE0 ENDER NPNW. <br />NAND *LACED 868610) 1 2001 DEEP <br />NON80AR STONES SNARL MOT NEIGH <br />LESS 111200 52 POMOS CART C *CEPT <br />MOSS USED RR 5NEBG. <br />II- - <br />EEO MN' <br />DE LAST 3 JO ITS EN PAST 166) OWLET. F NO <br />OROI110 USED SE 1140 LAST 3 SECT015 <br />O PIPE ON R00 NUTS AND WRE162 <br />05C 2 RE BIT FASTENERS PER JOINT <br />WIRIER *1 60 1ROM TOP OR 00(9 <br />11 <br />USE 5/8" TIE FOR PPE 512E5 1710 27 <br />*SE 3/1' PE FOR PPE 92E5 30'10 66' <br />USE I' 10 FOR PPE SIZES 00ER 72' <br />NUTS AND RAMS ARE NOT RECLINED W <br />111112 500 1255 MAN 37 <br />18091 GUARDS NU BE REDAEU ON 10" OR <br />UNEER PPE N BALE O OA94 WINOS <br />ENERGY 059PAIORS (NN T S7ANUN61 <br />RA7E 52018) 061 BE 0000 <br />1 <br />64000. <br />526 O PPE TM,. <br />R )1 <br />To T! it <br />i <br />12 <br />PRONE 3 CUPS 70 FASTEN IRAN GUARD 10 FES. <br />007 OP 2010082E AFTER FABRICATION <br />RIPRIP RFMNRFYFNit <br />17 70 27 67012 CT C1.3 <br />277033" 711020 CT CU <br />36' TO 06' 2310 30 LT CL3 <br />57 MO VI 62 CT AN) UP OR <br />ION CUBIC YARD B APPRONNA7ECY 2.600 NF.) <br />iN 4ANBET AND <br />22010001E FLR6 REBORED <br />UNDER PPRAP OR 2 LAYERS <br />O NIRAFI 500* 1400C. <br />OP. EWAL <br />y J- .j�RRPPRAAP'FG�� <br />‘-K -PEER RAME7 (MOOT 3601.286) <br />SECTION A -A `M010816I FLOER 17PE <br />FILTER BARNET (104001 360.287) <br />SECTION B -B 7-0E *160 no," - "PE" <br />- <br />S- O QOP <br />4. <br />NO SCALE <br />ITNOT A RR <br />C%v 714.111 <br />25 MIN. <br />RADIUS <br />6" MINIMUM <br />EXISTING <br />GROUND <br />WASHED <br />50' 00 GREAT R <br />AS REQUIRER <br />PUBLIC <br />WA CO. <br />E LP'GFI <br />f <br />SS N <br />CRUSHED) 60740 2 <br />.FITEREL NAEF. <br />• 048 I 'r <br />• <br />=x m v <br />• <br />.11 . 0• <br />ELCOOI 1 /1 <br />COW SECNIX• <br />IM+R N .-.W ., .,...R PN5 +<. .,.m... WN,A ., ..,- <br />FLARED END SECTION <br />WITH TRASH GUARD <br />MI_SE No 480 <br />RIPRAP AT RCP OUTLETS <br />MLSE NO 481 <br />ROCK CONSTRUCTION <br />FNTRANCF <br />1.11.52 No. 510 <br />CATCH BASIN <br />SEDIMENT FILTER <br />• ML:.?/( 4."14. <br />MNDOT STANDARD <br />HANDICAP RAMP 42SE No 780 <br />ITEM. OPERNG GERM <br />N 109 SAAB <br />TOP O CASTING <br />2120.2E PLAN <br />PRECAST CWC SLAB <br />801662. FOR STREET <br />LOADING <br />PLAN <br />NOE: <br />SE PINT FOR 92L, <br />1FPE AND LOCATION <br />O C0NECTRIG PPE <br />Q STRUCTURE <br />ff� 175' 10 8600 OF DNB LK <br />4'-66266266 CASING R -34000 <br />/ O1 EOMt <br />- 2 -4 77404 006657 RINGS <br />• W/MOTAR EONIS-RA51ER <br />0019112. STRIKE 8450E CLEAN <br />PIKE SLAB ON 1/2• MORTAR <br />B[0. <br />TROWEL JOINT 64(81* <br />- 16 RCP. BARREL SECINN. <br />(HEN NEC 8 RAB4 CONE <br />BLOCK 5041 BE USED <br />RASTER 80158E NO I/2' <br />80768 ) <br />6" PRECASTS' POURED <br />SECTION <br />48" CATCH BASIN <br />MLTA 1 4 :. .. J. <br />- 18FI- SHIE1.0" SEAL <br />OR EQUAL. . <br />REMOVE CURB <br />BON BOLTS <br />RINGS (3 40166.. 7.0' <br />MAX. OF RINGS <br />AND MORTAR). <br />/-1/2' MORTAR ON <br />OUTSIDE. BETWEEN <br />RINGS, CASTING 8 <br />MANHOLE. FINISH <br />51000TH ON INSIDE. <br />NO MORTAR ON <br />IN5102, <br />CEMENT <br />MORTAR <br />6' PRECAST <br />CONE. BASE <br />03/10/00 <br />4• -0" <br />NO NC. SHALL BE USED FOR 10066866620 CASTING CEMENT MOREAR ONLY. <br />CAST IRON GTCN BASIN FINK • CORER GSIWGS PER SPECIFICATIONS. <br />PRECAST RENFORCED CONCRETE CONE RUMOR k PRECAST BASE PER ASTo 04T6 <br />nu OPEN. NODE 5 ABC H PE�n60 0 SM008 HNALL W1H CEMENT NORTAR <br />• 11XINOM PIPE CO. CAN BC RE0oCE0 )IOM 4' TO 2' -6' won <br />w01AL4TION OF PERFORATED PPE ORAN PER •GRANULAR SMUT NO <br />PERFORATE° PPE DRAW DETAIL. <br />TIN I K S <br />STANDARD ORAL, <br />N0. <br />160 LAVES <br />1/2" MORTAR ON. OUt5107. <br />BETWEEN 06605, CASINO k <br />CATCH BASIN. FIN15H <br />SMOOTH ON MIX.-- \ <br />NO MORTAR ON INSIDE. <br />REMOVE CURB <br />BOX BOLTS <br />RING5 (3 MIN.. 1.0' <br />MA *. OF RINGS @ <br />MORTAR). <br />OAR. <br />Yf (IS' <br />03/10/00 <br />"1021- 501EL0" SEAL <br />OR EQUAL. <br />PRECAST COVER SLAB <br />(1YPE 2) <br />PUCE 2 STRIPS 6110MA5TIC <br />SEAL ON SUB JOINTS. <br />/-[4010[6686 MORTAR <br />i <br />r <br />PRECAST BASE <br />MH I B <br />O0. THICKSLANESS <br />6 <br />NO W005 SHALL BE MUD FOR ADRJSIFRO CAST.: CEMENT MORTAR ONLY. <br />CAST WON FRAME k ORATE C65TWG5 PER SPECPIGIIONS. <br />AA*•OLC STEPS SHALL 60 CAST MON. AL4W4LW OR STEEL RERNORCED PLASTIC PER <br />MIN 0416. LOCATION SHNL BE AS NOTED W THE SFEC9KAIIOH2. <br />PRCUS1 REINFORCED CONCRETE BASE SLAB • COVER SUB PER ASIM CA76. <br />w(ORCED CONCRETE 0 0HULE SECTIONS PER 051 <br />00 ES' CON[RCiE IAAFnOU BLOCK SAM T /3' 0087101400 E*1FRIORT6. <br />PoRNISH PR M <br />CONCRETE mAHL W11M 0 -Iwo CASKETS • <br />LoWLICANT INCEPT AS iE SP <br />MAl OPEKNG BUNSEN w 666 *AiIOM IN WA NON CELAENT AIOgiM. <br />ODE SURFACE SHALL BE n SHED SNOOTN. <br />PER:11;:rO`K ORAxWP[v 'cPRgAN yWFRSUORPC�r aERroxAiEO vwE rM �FOEINL. <br />EL (_ ALES <br />STANDARD DRAW <br />N0. <br />UAIO LANES <br />e' L6gX <br />�_MJu <br />5 5' METAL OR 2'x2'W000 FENCE PM <br />06016 TIL6 WITH NET <br />80011660 \. <br />OACKFILL <br />OW <br />GE0TEX11LE TO <br />W1ERL10 THROUGH <br />TRENCH. <br />yIN. TALI - <br />b <br />I NOTE -SILT FENCE SMALL CONFORM TO <br />*ROOT 3080. 14020E 8. <br />- FENCING SHALL 82 PLACED ALONG CONTOURS <br />OR I5 DIRECTED BY ENGINEER. <br />1 4/23/97 <br />EIN L ALES <br />0/24/97 <br />STANDARD ORAw0G <br />NO <br />STANDARD DRAWING <br />NO <br />Ln O <br />N Rai <br />O a <br />< 0') <br />W cC <br />J <br />J1-¢ <br />W Q Z <br />N <br />TD <br />N 7 <br />z <br />O (/) <br />1-Z <br />O <br />C-3 W La <br />Q \g <br />w6-W <br />OO Q <br />wU.? <br /><0 0 <br />H-.1 <br />o <br />JAL JAL <br />1650.001 <br />11/11/05 <br />C2.0 <br />