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SEAL OR EOUAL <br />1/2" MORTAR <br />ON OUTSIDE. <br />BETWEEN RINGS. <br />CASTING AL AND <br />MANHOLE. FINISH <br />SMOOTH ON <br />THE NSIOE. <br />NO MORTAR ON <br />INSIDE <br />MANHOLE <br />SLEEVE <br />SEE DETAIL <br />SANITARY SEWER OUTSIDE DROP <br />RINGS (3 MAX.. <br />1' MAX OF <br />RINGS 8: <br />MORTAR). <br />10 <br />MIN <br />46' <br />SECTION A -A <br />FLEXIBLE <br />SLEEVE <br />MANHOLE SLEEVE <br />NO WOOD SMALL E USW IDR AON6ING CASING: CEMENT AORTA OILY. <br />CAST IRON 1141421E FMIE 11 COYER AS MR SPECIFICATIONS. <br />IIAIROLE STEPS WALL BE CAST OOH ALUMINUM OR WM. REINFORCED PU41IC, PER <br />*014 0470. SAP LOCATION MOLL E A NOTED N 1FE SPECIFIC/MONK <br />MANHOLES 20' DEEP NO OVER TO BE CONSTRUCTED WORM STEPS. <br />PRECAST ppMORC6 CONCRETE MANHOLE SECTIONS PER A51M C47S, FWN511ED <br />WAN 0 -4A0 GASKETS NC LIIBBCNI EXCEPT AS ODERWISE 5PECPED. <br />A 12' OR 14' WW1 SECTION SARI E INSTALLED UNDER DE CONE WTEEYFA <br />P0591BIE <br />PETE CONNECTIONS TO IUAROIE SNAIL BE WOE TAMER 1ONT N CAST O0IACE <br />RUBBER BOOT AND CEMENT MORTAR PRIDE SURFACE SNARL E FRAMED SMOOTH. <br />SANITARY SEWER MANHOLE, TYPE 301 <br />NO SCALE <br />(PIPES 27" OR LESS) <br />A. WAY BALES OFFSET IN THE CENTER 9 <br />.l <br />2 <br />T m <br />PLAN VIF1y MO MUD DWG <br />B. HAY BALES END 70 END <br />rm PSE . 0. L MR <br />Ta r <br />. ""° <br />`.ems: <br />« MC <br />PLAN VIEW <br />C. SILT FENCE WITH ROCK DNi0510N MOUND <br />1.11101 wn <br />��L.. <br />moor 1r <br />ran <br />1roIWMl Ttlfl'. W Om not I'm sc wen <br />PLAN VIEW <br />SPACING FOR ALL DITCH BLOCKS: <br />DITCH GRADE <br />S( <br />2 <br />4 <br />6 <br />e <br />10 <br />to. <br />100 <br />7s <br />SD <br />4D <br />25 <br />25 <br />BALE DFTAII <br />DITCH BLOCKING <br />110 SCALE <br />2' s 2" HARDWOOD <br />MARKER W /SPIKE. <br />0.0.42' <br />COMPACTED <br />BACKFILL <br />(IN 006600NE SOILS <br />USE GRANULAR <br />ENCASEMENT) <br />• <br />DEPTH AS NEEDED 70 <br />STABILIZE TRENCH <br />MIN. 0.41/4 BUT NOT <br />LESS THAN 10'. <br />SPECIAL FOUNDATION FOR <br />STABILIZING OR DEWATERING OF TRENCH <br />NO SCALE <br />COMPACTED <br />BACKFILL <br />• ASTM D2321 <br />EMBEDMENT MATERIAL <br />(SEE SPEC.) <br />City Plate <br />ERO -6 <br />GRANULAR MATERIAL BEDDING <br />.2,4111 <br />=11!4 — 11111 _I'll_ <br />GRANULAR MATERIAL ENCASEMENT <br />PIPE INSTALLATION IN <br />ACCORDANCE WITH ASTM 0 2321. TABLE 2. <br />013/4 (4' MIN) <br />" EMBEDMENT MATERIAL SHALL CONFORM 70 ASTM 02321, TABLE 1. <br />'-6' METAL FENCE <br />OS PPA Nim 6HEEEN <br />GRANULAR BEDDING 45' BEND <br />MATERIAL (COMPACTED) <br />WITHOUT RISER <br />2' x 2' HARDWOOD <br />MARKER W /SPIKE <br />AIRTIGHT <br />PLUG OR <br />CAP <br />6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />DEPTHS GREATER THAN <br />14' WHERE RISER APPROVED <br />BY ENGINEER. <br />MAX. 45' <br />WITH RISER <br />MIGHT <br />PLUG OR <br />CAP <br />45' BEND <br />GRANULAR BEDDING <br />MATERIAL (COMPACTED) <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />NOTE: SERVICE PIPE (ASTM D-2665). <br />2665) <br />SOLVENT WELD ALL JOINTS. <br />SANITARY SEWER SERVICE <br />NO SCALE <br />GRANULAR MATERIAL BEDDING METHOD <br />NO SCALE <br />(FOR PVC PIPE) <br />WATERMAIN SIZE VARIES <br />F 1 7 <br />TEE <br />COVER AS <br />SPECIFIED <br />CURB <br />PLAN <br />EARTH FOUNDATION <br />PIPE FOUNDATION DETAILS <br />NO SCALE <br />111 <br />GATE VALVE BOX <br />GATE VALVE <br />1 1/2' WASHED ROCK ALL <br />, •.. AROUND. 6I71.1/3 C.Y. <br />ANN. 1 C.Y. IN IMPERVIOUS SOILS) <br />8"%6'X16' CONC. BLOCK <br />TIE RODS <br />MNDOT 3733 TYPE 3 <br />GEOTEXTILE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP OF BONNET <br />GATE VALVE INSTALLATION <br />NO SCALE <br />PROPOSED OR EXISTING <br />FENCE 5' STEEL <br />APOF BLLE <br />CORM AS SPECIRED <br />0' INN <br />COVER <br />SM. LENGTH NO 11PE <br />OF MATERIAL FOR SERVICE <br />/ //////�••������....��� UNE AS SPECIFIED <br />� <br />HORIZONTAL LOOP <br />CORP6RA1ON SOP <br />1' MAX. <br />WATER SERVICE DETAIL <br />110 SCALE <br />r6000 BOA 5' <br />L0110 AT FULL <br />EXTENSION <br />CONCRETE CRADLE <br />PIPE BEDDING DETAILS <br />NO WAIL <br />CEOTEXTLLE FABRIC <br />1ANDE OT 3 3733 <br />TYP <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />j 3/4' GALVANIZED <br />STEEL TIE R005 <br />OR "MEGA LUG• BRAND THRUST <br />RETAINER GLANDS AT JCINTS <br />BLOCK SEE STD. DWG. 203 <br />BOA WRN CONC. <br />BLOCK <br />8'X8"%16' <br />CONCRETE <br />01.0066 <br />TYPICAL HYDRANT LAYOUT <br />10 SCALE <br />(VALVE IN BOULEVARD) <br />1 1/2" WASHED <br />ROC( ALL <br />Mtl1WN /3 C.Y. <br />(MIN. 1 C.Y. N <br />NAPERVKIUS <br />SOILS.) <br />PLAN <br />SECTION <br />jr4 6* <br />MIN. <br />COVER FITTING'S WITH <br />POLYETHYLENE (MAIL) <br />PRIOR TO POURING <br />CONCRETE. <br />2500 P.S.L CONCRETE <br />2B 0411 STRENGTH <br />CONCRETE REACTION BACKING <br />NO SCALE <br />(FOR TEES AND CROSSES) <br />NOTE: <br />COVER FITTINGS WITH PLASTIC <br />4 MIL 00108 TO POURING <br />ONCR <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 />Name <br />Dote <br />Registration Number <br />Jeff Elliott <br />5/23/01 <br />19174 <br />Scale SHOWN <br />Designed RI <br />Drawn JHB <br />Date 5/23/01 <br />Checked <br />Approved <br />Engineering • Planning • Surveying <br />15050 23rd AWMVa North • R)moufh, Minnesota • 55447 <br />phone 763/476 -6010 • lox 763/476 -8532 <br />(—Mot mfro4knfacom <br />client <br />Land Holding Group <br />White Bur Lab, MN <br />Project <br />121h Avenue and <br />Holly Drive <br />Lino Labs, MN <br />UNDISTURBED <br />504. <br />SECTION <br />CONCRETE REACTION BACKING <br />NO 5CRE <br />1 <br />(FOR BENDS) <br />Sheet TIN <br />Deta Shaft Y 2 4 2001 <br />GUY OF LW° LA E <br />2500 P51 CONCRETE <br />28 DAY STRENGTH <br />bet <br />1 <br />MFRI1 FILE NO : 13306 <br />