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AMAX u <br />5' METAL OR 2 "x2'WOOD FENCE POST <br />GEOTEXTILE WITH NET <br />BACKING <br />BACKFILL <br />GEOTEXTILE TO <br />OVERLAP THROUGH <br />TRENCH. <br />6 <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 />4/23/97 <br />of <br />F <br />KE <br />STANDARD DRAWING <br />NO. <br />601 <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 />DIA. <br />48" <br />54" -102" <br />"INFI- SHIELD" SEAL <br />OR EQUAL. <br />SLAB <br />THICKNESS <br />6" <br />8" <br />108" <br />10" <br />120" <br />12" <br />01/05/00 <br />0 <br />z <br />NO W000 SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY <br />CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS.. <br />MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC <br />PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. <br />FURNISH PRECAST MANHOLE SECTIONS WITH 0 -RING GASKETS & LUBRICANT EXCEPT <br />AS OTHERWISE SPECIFIED. <br />A 12" OR 16" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE <br />WHENEVER POSSIBLE. <br />FILL OPENING BETWEEN PIPE & NH WALL WITH CEMENT MORTAR. <br />INSIDE SURFACE. SHALL BE FINISHED SMOOTH. <br />STORM SEWER MANHOLE, TYPE 409 <br />[IN [ KES <br />TSTANDARD DRAWING <br />NO. <br />409 <br />COMPACTED <br />SAND OR PIT <br />RUN GRANULAR <br />MATERIAL <br />COMPACTED <br />BACKFILL <br />4/8/97 <br />GRANULAR MATERIAL BEDDING <br />0.0/2 <br />0.1)/4 (4" MIN) <br />1 /20.D.I <br />EARTH FOUNDATION <br />PIPE FOUNDATION DETAILS <br />CITY 0 <br />RN KE <br />STANDARD DRAWING <br />NO. <br />101 <br />1/2" MORTAR ON OUTSIDE, <br />BETWEEN RINGS, CASTING & <br />CATCH BASIN. FINISH <br />SMOOTH ON INSIDE. <br />NO MORTAR ON INSIDE. <br />REMOVE CURB <br />BOX BOLTS <br />RINGS (3 MIN., 1.0' <br />MAX. OF RINGS & <br />MORTAR). <br />03/10/00 <br />(4 MIN.) <br />VARIABLE <br />"INFI — SHIELD" SEAL <br />OR EQUAL. <br />PRECAST COVER SLAB <br />(TYPE 2) <br />PLACE 2 STRIPS BITUMASTIC. <br />SEAL ON SLAB JOINTS. <br />CEMENT MORTAR <br />PRECAST BASE <br />MH <br />DIA. <br />SLAB <br />THICKNESS <br />48" <br />54• -102" <br />8" <br />108" <br />10" <br />120" <br />12" <br />NO W000 SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR 061.2. <br />CAST IRON FRAME & CRATE CASTINGS PER SPECIFICATIONS. <br />MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER <br />ASTM C478. LOCATION SHALL BE AS NOTED W THE SPECIFICATIONS <br />PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTM C478• <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTN C478. <br />OR 8" CONCRETE MANHOLE BLOCK WITH 1/2" MORTARED EXTERIOR. <br />FURNISH PRECAST CONCRETE MANHOLE SECTIONS WITH 0 -RING GASKETS & <br />LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. <br />FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR. <br />INSIDE SURFACE SHALL BE FINISHED SMOOTH. <br />• MINIMUM PIPE COVER CAN BE REDUCED FROM 4• TO Y -6" WITH INSTALLATION OF <br />PERFORATED PIPE DRAIN PER "GRANULAR SUBCUT AND PERFORATED PIPE DRAIN• DETAIL. <br />CATCH BASIlN /MANHOLE., TYPE 406 <br />CIT <br />INN <br />I STANDARD DRAWING <br />jj NO. <br />406 I . �. <br />LINO LAKES <br />SAND OR PIT <br />RUN GRANULAR <br />BEDDING AND <br />ENCASEMENT MATERIAL <br />COMPACTED <br />GRANULAR BACKFILL <br />0.D <br />0 D/4 (4" MIN) <br />GRANULAR MATERIAL ENCASEMENT <br />CONCRETE <br />4/8/97 <br />CONCRETE CRADLE <br />PIPE BEDDING DETAILS <br />CIT OF <br />L KES <br />I!N <br />STANDARD DRAWING <br />NO. <br />102 <br />NOTE: <br />6" Min. <br />1" To 2" Washed Rock <br />Rock size should be 1" to 2" in size such <br />as MnDOT CA -1 or CA -2 course aggregate. <br />A geatextile fabric may be used under the rock <br />to prevent migration of the underlying soil into <br />the stone. <br />ROCK CONSTRUCTION ENTRANCE <br />1- 27 -97, REV; 5 -98 <br />GR0 -5 <br />F/( <br />COPY <br />RECEIVED <br />NOV 1 9 2003 <br />CITY OF LINO LAKES <br />9 <br />m <br />N <br />10 -28 -03 <br />0 <br />N <br />0 C <br />N <br />0 <br />0 <br />can <br />to <br />W <br />E <br />Sheet Title: <br />DETAIL SHEET <br />U <br />c <br />—�� <br />Et s ^t aR2 N;i Ega <br />5. <br />C4 co <br />e W <br />32.7 <br />dry <br />a F 23 <br />_' W O <br />v i1J <br />N <br />II <br />Designed By: <br />m <br />3 <br />0 <br />L <br />0 <br />z <br />0 <br />0 <br />N <br />5. <br />m <br />O <br />a <br />U <br />0 <br />N <br />C <br />0 <br />N y <br />8O <br />5 <br />• <br />