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s <br />• <br />RINGS (3 MIN., 1.0' MAX. <br />OF RINGS & MORTAR). <br />1/2' MORTAR ON OUTSIDE, <br />BETWEEN RINGS, CASTING & <br />MANHOLE FINISH SMOOTH <br />ON THE INSIDE. <br />NO MORTAR ON INSIDE. <br />PRECAST COVER SLAB <br />(TYPE 2) <br />2 STRIPS BITUMASTIC <br />SEAL ON SLAB <br />JOINTS, NO CEMENT. <br />PRECAST BASE <br />MH <br />DIAL. <br />48" <br />54" -192' <br />108 <br />120" <br />'INFI- SHIELD" SEAL <br />OR EQUAL <br />SLAB <br />THICKNESS <br />10 <br />12 <br />1AI <br />NO W000 SMALL 8E U5E0 FOR MJUSONG •5114101 COMM' MORTAR OILY. <br />FAST IRON MANNOLE FRAME & COVER AS PER SPECIFICATIONS. <br />MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC <br />PER AST1* 0476 LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS k BASE SLAB PER ASTI C476. <br />FURNISH PRECAST MANHOLE section WITH 0 -RING GASKETS k LUBRICANT EXCEPT <br />AS OTHERWISE SPECIFIED. <br />A 12. OR 10' HARREL SECTION SMALL BE INSTALLED UNDER TIE CONE <br />WHENEVER POSSIBLE <br />FILL OPENING BETWEEN PIPE k W WALL MIHH CEMENT MORTAR. <br />INSIDE SURFACE 51841 BE 41445HE0 54000100 <br />STORM SEWER MANHOLE, TYPE 409 <br />NO SCALE <br />"INFI- SHIELD" SEAL <br />OR EO244L <br />REMOVE CURB <br />BOX BOLTS <br />RINGS (3 MIN., 1.0' <br />MAX. OF RINGS <br />AND MORTAR). <br />1/2" MORTAR ON <br />OUTSIDE, BETWEEN <br />RINGS, CASTING 4 <br />MANHOLE. FINISH <br />SMOOTH ON INSIDE. <br />NO MORTAR ON <br />INSIDE <br />NO WOOD SHALL 8E USED FOR ADJUSTING CASTING: CEMENT MORTAR ONLY. <br />CAST ■ITN CATCH BASIN FRAME k COVER CASTINGS PER SPEC:MATONS <br />PRECAST REINFORCED CONCRETE CONE SECTION k PRECAST BASE PEA ARM 0475. <br />FILL OPEH8 5 BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR <br />INSIDE SURFACE SHALL BE FWKHED SMOOTH. <br />• MwNUM PIPE COVER CAN BE 5EDUCE0 FROM 4' 10 2' -5' NTH <br />INSTALLATION OF PERFORATED PIPE ORAN PER "ORANWM 5MOOT AND <br />PERFORATED PIPE ERNN' DE1NL. <br />'INFI - SHIELD' SEA. <br />OR EQUAL <br />1/2' MORTAR ON OUTSIDE. <br />BETWEEN RINGS, CASTING 4 <br />CATCH BASIN. FINISH <br />SMOOTH ON INSIDE <br />NO MORTAR ON INSIDE <br />1/2" MORTAR ON <br />OUTSIDE. BETWEEN <br />RINGS, CASTING & <br />MANHOLE. FINISH <br />SMOOTH ON INSIDE. <br />NO MORTAR ON <br />INSIDE. <br />RINGS (3 MIN.. <br />1.0' MAX. OF <br />RINGS 4 <br />MORTAR). <br />48' <br />CEMENT <br />MORTAR <br />SECTION <br />A —A <br />6' PRECAST <br />BASE SLAB <br />ELEVATION <br />NO 5000 S0VLL BE USED FOR ADJUSTING CASTING: CEMENT MORTAR ONLY. <br />CAST IRON MANHOLE FRAME k COVER AS PER SPECIFICATIONS. <br />MANHOLE STEPS SINAI. BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC <br />PER ASIAN C476. LOCATION SNAIL BE AS NOTED N THE SPECIFICATIONS. <br />WANHOIFS 00' DEEP AID OVER TO BE CONSTRUCTED WITHOUT STEPS. <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS k EASE SLAB PER AS111 C475. <br />FURNISH PRECAST MW4OIE SECTIONS WON 0 -RI10 CASKETS k LUBRICANT EXCEPT <br />AS OTHERWSE SPECIFIED. <br />A IN' 0R 16' BARREL SECTION SHALL IL WALLED UNDER THE CONE <br />MINE4IR POSSIBLE. <br />ELL OPENING BETWEEN PPE k MN WALL WITH CEMENT MORTAR. <br />NSIOE SURFACE SHALL BE FUSIED SMOOTH. <br />STORM SEWER MANHOLE, TYPE 407 <br />NO SCALE <br />(PIPES 27" OR LESS) <br />REMOVE CURB <br />BOX BOLTS <br />RINGS (5 MIN.. 1.0' <br />MAX. OF <br />MORTAR), RINGS 4 <br />- SHIELD' SEAL <br />OR EQUAL. <br />POWRECAST <br />2) COVER SU8 <br />3 <br />PLACE 2 STRIPS BITUMAST <br />SEAL ON SLAB JOBID <br />PRECAST BASE <br />MH <br />DA. <br />40" <br />54" -122" <br />408 <br />120' <br />SUB <br />THICKNESS <br />10 <br />12" <br />NO W000 SHALL BE USED FOR ADJUSTING CASONG: CELEHT MORTAR ONLY. <br />CAST WON FRAME k GRATE CASTINGS PER SPECEICATIONS. <br />MANHOLE STEPS SMAL1 BE CAST NON, ALUMINUM OR STEEL *ENFORCED PIASIIC PER <br />ASIAN 0075. LOCATION SHILL BE AS NOTED IN 141E SP0000*T1ONS. <br />PRECAST *ENFORCED CONCRETE BASE SLAB k COVER SLAB PER ASTM C478, <br />PRECAST *ENFORCED CONCRETE MANHOLE SECTIONS PER ASN C470. <br />OR W. CONCRETE *4484LE FLOCK NMI I/2• MORTARED UMBER. <br />FUI645H PRECAST CONCRETE WNN01E SECTIONS WITH 0-RING CASKETS k <br />I/RECANT EXCEPT AS OTHERWISE SPEC(ED. <br />nLL OPENING BONED PIPE AND MANHOLE WALL W00 =EAT MORTAR. <br />INSIDE SURFACE SHALL BE FINISHED SMOOTH. <br />• MINIMUM PPE COVER CAN BE REDUCED FROM 4' TO 2' -6' WITH RLSTALLA110N OF <br />PERFORATED PPE DRUM PER 'GRANNM SOWN' AND PERFORATED PIPE DRAIN• DETAIL <br />CATCH BASIN /MANHOLE, TYPE 406 <br />NO SCALE <br />•t. <br />PROVIDE DRAIN ON BOTH SIDES OF C.B. LEAD IF AT LOW POINT <br />TRANSVERSE C.B. <br />LEA) (4' MIN. DEPTH <br />OF COVER) <br />TOP OF <br />SUBGRADE <br />5:1 <br />CONTINUE SUBCUT <br />FROM BEGINNING OF <br />SATURATED SOILS THROUGH <br />DOWNSTREAM C.B.'S 4" P.E <br />2' GRANULAR <br />BORROW SUBCUT <br />BEG. 10:1 TRANSITION <br />5.1 TRANSITION TO 4" <br />BELOW BOTTOM <br />OF DRAIN <br />PIPE <br />GEOTEX11.0 SOCK <br />ROCK ENTRANCE DRIVE <br />NO SCALE <br />NOTE: <br />ME ROCK ENTRANCES SHALL 8E IN5TALIE0 <br />PRICK TO THE STMT OF ANY STE WORK <br />THE ROCK ENTRANCES SHALL BE INSPECT( <br />FOLL0M410 EACH RAINFALL MAINTENANCE OF <br />THE ROCK ENTRANCES SHALL NCLUCE A TOP <br />DRESSING OF NEAR GRAVEL, CR REMOVAL ANO <br />REPLACEMENT OF 711E onAvo. AS NEEDED, TO <br />KEEP TIE ENTRANCE FREE FROM COLLECTED MUD. <br />1011 <br />20' <br />(,III KO!-4 -SEAL <br />30LF -4" DIAL MNDOT 3278 CORRUGATED POLYETHYLENE DRAINAGE <br />TUBING WITH MNDOT 3733 TYPE 1 GEOTEXTILE SOCK -PLACED <br />PARALLEL TO C.B. LEAD <br />BOTTOM OF CLASS 5 MODIFIED <br />2' MN. GRNIUUR BORROW SUBCUT. <br />UPSTREAM END: DRAW PIPE CROWN DRAIN <br />PVC PLUG TO WATCH CROWN PIPE <br />TIE <br />SOCK <br />OF C.B. LEAD <br />nnnnononnnnnononnnnannonnnt <br />iiREERiiiiiiiiiiti <br />60110184 OF SAND SUBCUT AT <br />TRANSmO4 TO DRAIN PIPE <br />GEOTEXTILE WITH NET <br />BACKING <br />KM-IN-TEE CONNECTOR: <br />INSERT DRAIN PIPE INTO <br />BELL, PULL SOCK OVER <br />OUTSIDE <br />GRANULAR SUBCUT AND PERFORATED PIPE DRAIN <br />NO SCALE <br />y' METAL OR 2'382"W00D FENCE POST <br />CEOTEXOLE TO <br />OVERLAP THROUGH <br />TRENCH. <br />NOTE : -SILT FENCE SHALL CONFORM TO <br />MNDOT 3886, TYPE B. <br />- FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />SILT FENCE <br />NO SCALE <br />• CATCH BASIN, TYPE 402 <br />NO SCALE <br />Revisions <br />No. Date By Remarks <br />I hereby certify that this plan was prepared by <br />me or under my direct supervision and that <br />I am a duly Registered Professional Engineer <br />under the laws of the State of Minnesota. <br />Nome <br />Date <br />Registration Number <br />Jeff Elliott <br />5/23/01 <br />19174 <br />Scale SHOWN <br />Designed R,E <br />Drawn JHB <br />Date 5/23/01 <br />Checked <br />Approved <br />ROAD CLOSED <br />LOCAL TRAFFIC ONLY <br />R11 -3 <br />60 "o 30" <br />REFER TO ADVANCED ROAD CLOSED <br />SIGN FOR POST REQUIREMENTS <br />(PROVIDE 2 POSTS) <br />LOCAL TRAFFIC ONLY SIGN <br />NO SCALE <br />LEGEND <br />• (2) "ADVANCE ROAD CLOSED AHEAD" SIGN <br />a' (2) "LOCAL TRAFFIC ONLY" SIGN <br />• (2) TYPE III BARRICADE <br />-1 MILT ttE <br />AWH <br />TRAFFIC CONTROL MAP <br />N0 SCALE <br />NOTES: <br />1. FURNISH AND PLACE ADDITIONAL BARRICADES, TRAFFIC CONES, AND OTHER TRAFFIC CONTROL <br />DEVICES, AS DIRECTED BY THE ENGINEER. (INCIDENTAL) <br />2. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MINNESOTA MANUAL OF UNIFORM <br />TRAFFIC CONTROL DEVICES" (MMUTCD), INCLUDING APPENDIX "B" DATED NOV. 1992, OR MOST <br />CURRENT UPDATE. <br />3. DURING THE INSTALLATION OF THE SANITARY SEWER SERVICE AND WATER SERVICE LINE ON <br />12TH AVE., HOLLY DR. MUST REMAIN OPEN TO LOCAL TRAFFIC. <br />4. DURING THE INSTALLATION OF THE SEWER, WATERMAIN AND SERVICES ON HOLLY DR., 12TH <br />AVE. MUST REMAIN OPEN TO LOCAL TRAFFIC. <br />5. THE ADVANCE ROAD CLOSED SIGNS SHALL BE INSTALLED 10 DAYS PRIOR TO THE ROAD BEING <br />CLOSED. <br />W20-3 <br />4•5*8" <br />00 <br />2,5 1/A FLANGES CHANNEL 10 <br />6101 POST 01007 3401) <br />42" OVBILAP - ANCHCR 641N <br />(2) 5/16"X 1' BOLTS NTH <br />WASHERS AND 10C14 NUR <br />3.0 N/40 FLANGED CHANNEL h <br />SIGN POST (MOOT 3401) <br />FNUSIED GRADE <br />ADVANCE ROAD CLOSED SIGN <br />K0 SCALE <br />2' 4. <br />Al 11 M. rfi414 <br />11 7' <br />FM Pi I I RN MI <br />'7,-1 w� <br />NORMAL <br />1'16'x0' <br />NO. 1 GRADE <br />LUMBER <br />I` TREATED 1 <br />OII <br />Posrs�l <br />I I 4 "X408 141'1 <br />LJ NO 2 GRADE <br />LUMBER <br />CR BETTER <br />(DILTFRNA10 MATERIALS FOR POSTS MAY BE USED MIEN <br />APPNO0 BY THE ENGINEER. <br />NOTES <br />EXISTING <br />6Yt0UNO <br />1/2" x 8' GALVANIZED ears <br />NTH CUT WASHERS <br />(CARRIAGE, HEX. CR 50.) <br />THE BARRICADE BOARD FACE SURFACES SHALL BE FULLY REFIECTORIZm N <br />ALTERNATE SLKR -10111E AND RED STRIPING, US06 REFLE0110 SHEETING <br />CONFORMING TO THE REQUIREMENTS OF MNDOT SPEC. 33522A26, STMOARD N0. 2. <br />TYPE III BARRICADE <br />NO SCALE <br />I I <br />V <br />)NIL l 2 4 ZOO <br />• <br />Engineering • Planning • Surveying <br />15050 23d AHTFNue North • Plymouth, Minnesota • 55447 <br />phone 763/476 -6010 • fox 763/476 -8532 <br />E -Rah': mfro*n/ro.com <br />Client <br />Land Holding Group <br />White Bear Lake, MN <br />Project <br />12th Avenue and <br />Holly Drive <br />Lino Lakes, MN <br />Sheet Title <br />Traffic Control <br />& Detail Sheet <br />Sheet <br />6/7 <br />Revision <br />MFRA FILE NO : 13306 <br />