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al <br />9NFi— SHIELD' <br />SEAL OR EQUAL <br />1/2' MORTAR <br />ON OUTSIDE <br />BETWEEN RINGS, <br />CASTING & AND <br />MANHOLE FINISH <br />SMOOTH ON <br />THE INSIDE <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 & <br />MORTAR). <br />48" <br />SECTION A -A <br />8 <br />a MIN <br />S <br />STE <br />STEEL AL <br />STRAP <br />PLAN <br />10 <br />MIN. <br />2 <br />FLEXIBLE <br />SLEEVE <br />MANHOLE SLEEVE <br />NO 0000 SMALL BE USED FOR ADJUSTING CASTINO; CEMENT MORTAR ONLY. <br />CAST 505 MNYOLE FRAME d CDYq AS PER SPECIFICATIONS. <br />MANHOLE STEPS SNAIL BE CAST IRON, ALUMINUM OR 5IFE1. REINFORCED PLASTIC. PER <br />AS1M 0470 STEP LOCATION SHALL BE AS NOTED N THE SPECIFICATIONS. • <br />MANMgFS 20' DEEP AND OWN TO BE CONSTRUCTED wmawT STEPS <br />PRECAST REINFORCED CONCRETE MANNGLE SECTIONS PER AMU C47B, NRN0SNED <br />'MIN 0 -0440 CASKETS ANO LUBRICANT 0000'r AS OTHERWISE 550)0102. <br />A 12' CR 19' SARRE. 5EC10N SW.. 8E INSTALLED 05000 THE CONE WXENEVTR <br />P05SIBLE <br />PIPE CONNECDONS TO LLAM101F 58814, 60 MADE WATER TIGHT BY CAST NPIACE <br />RUBBER 5007 MO CEMENT MORTAR. INSIDE SURFACE S88L. 8E NNSNEO SM000L <br />SANITARY SEWER MANHOLE, TYPE 301 <br />NO SCALE <br />(PIPES 27* OR LESS) <br />A HAY BALES OFFSET IN THE CENTER <br />1 <br />2F m <br />PLAN VIE*( <br />9 <br />mMEM a aRE <br />NO MUD ICA <br />8. HAY SALES END TO ENO <br />/i • Mtn SUM <br />Nan he UM. BAWD , mOq,.10711 <br />DWI POW , <br />PLAN VIEW <br />KW <br />C. SILT FENCE WITH ROCK DIVERSION 1.0•3111 <br />MOUND <br />Ww <br />,Zr.a 9aA <br />wr <br />PM M, r 1311q. , a r Naa +- ` <br />4,0• au. KIX r 0173. nPN <br />Pan 1. <br />PLAN VIEW <br />SPACING FOR ALL DITCH BLOCKS: <br />01C`X'RADE <br />SPADING <br />2 <br />4 <br />100 <br />75 <br />5 <br />8 <br />50 <br />40 <br />04 <br />2s <br />15I SERVICE <br />I tit. WYE <br />A4 <br />11 • <br />. -11 " "- -I1 -11 <br />11, <br />11 41 SERVICE SLOPE <br />X11)1` WYE i111111' I111BRI, <br />IL • III, .•. • 9. <br />BAI E DETAIL <br />DITCH BLOCKING <br />NO SCALE <br />2" x 2" HARDWOOD <br />MARKER W /5P)KE <br />City Plate <br />ERO -6 <br />COMPACTED <br />SAND OR PIT <br />RUN GRANULAR <br />MATERIAL <br />• <br />COMPACTED <br />BACKFILL <br />GRANULAR MATERIAL BEDDING <br />SAND OR PIT <br />RUN GRANULAR <br />BEDDING ANO <br />ENCASEMENT MATERIAL <br />0.0. +2' <br />0.0. <br />2E111 22 1- <br />0.0/2 <br />0.0/4 (4' MIN) <br />GRANULAR MATERIAL ENCASEMENT <br />ATM 02321 <br />EMBEDMENT MATERIAL <br />(SEE SPEC.) <br />PIPE INSTALLATION IN <br />ACCORDANCE WITH ASTM 0 2321, TABLE 2. <br />• EMBEDMENT MATERIAL SHALL CONFORM TO ASTAI 02321. TABLE 1. <br />e —6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />DEPTHS GREATER THAN <br />14' WHERE RISER APPROVED <br />BY ENGINEER. <br />GRANULAR BEDDING 45' BEND <br />MATERIAL (COMPACTED) <br />WITHOUT RISER <br />2' x 2" HARDWOOD <br />MARKER 1V/SPIKE <br />AIR11CHT <br />PLUG OR <br />CAP <br />6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />i <br />-i` 1 <br />aril.. <br />•r1I111f <br />MAX. 45' <br />AIRTIGHT <br />PLUG OR <br />CAP <br />45' BEND <br />01ANI1LA14 REDOING <br />MATERIAL (COMPACTED) <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />NOTE SERVICE PIPE TO BE PVC, <br />SCH. 40 (ASTLI 0- 2665). <br />SOLVENT WELD ALL JOINTS <br />• <br />SANITARY SEWER SERVICE <br />NO SCALE <br />GRANULAR MATERIAL BEDDING METHOD <br />NO SCALE <br />(FOR PVC PIPE) <br />WATE0MNN 512E VARIES <br />COVER AS <br />SPECIFIED <br />CURB <br />1/2 0.0. <br />EARTH FOUNDATION <br />PIPE FOUNDATION DETAILS <br />NO SCALE <br />GATE VALVE BOX <br />GATE VALVE. <br />1 1/2' WASHED ROCK ALL <br />AROUND. MI14.1/3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />6'%8"x16" CONC. BLOCK <br />110 RODS <br />MNOOT 3733 TYPE 3 <br />�GEOTE3TILE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP OF BONNET <br />GATE VALVE INSTALLATION <br />NO SCALE <br />PROPOSED OR D251040 <br />ROAOWAT <br />5' STEEL <br />FENCE POST <br />PAANIEG BLUE <br />1' MAX <br />8• MIN <br />COVER <br />COIDt AS SPECIFIED <br />512E LENGTH, AN0 TPE <br />OF MA110NAL FOR soma <br />UNE AS SPECBIED <br />\--rARPORA000 SNP' <br />XOR■0NTAL 1005 <br />WATER SERVICE DETAIL <br />NO SCALE <br />CURB 809 e' <br />LON0 AT SAL <br />CAEN50N <br />S. TAR. WITH <br />CRIMPED ENO <br />`SUPPORT CURB <br />800 WITH 0011C <br />BLOC% <br />3/4" GALVANIZED <br />STEEL TI0 R005 <br />OR "MEGA LUG' 8RAN0 THRUST <br />RETAINER GLANDS AT JOINTS <br />SEE STD. DWG. 203 <br />CONCRETE CRADLE <br />PIPE BEDDING DETAILS <br />NO SCALE <br />WELD CONDUCTIVITY <br />011.111 2" BELOW FLANGE <br />(FOR LOCATION <br />CEOTEXTILE FABRIC <br />MNDOT 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />8"X8'216' <br />CONCRETE <br />BLOCK <br />TYPICAL HYDRANT LAYOUT <br />NO SCALE <br />(VALVE IN BOULEVARD) <br />1 1/2" WASHED <br />ROCK ALL <br />.4ROUNQ <br />MIN. 1/3 C.Y. <br />(MIN. 1 C.Y. IN <br />IMPERVIOUS <br />SOILS.) <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 lows of the State of Minnesota. <br />Name Jeff Elliott <br />Date 6/11/01 <br />Registration Number 19174. <br />Scale SHOWN <br />Designed RJE <br />Drown JHB <br />Date 6/11/01 <br />Checked <br />Approved <br />Engineering • Planning • Surveying <br />15050 23rd Avenue North • Plymouth, Minneso)0• 55447 <br />phone 763/476 -5010 • fox 763/476 -8532 <br />E —Mod• <br />mfrailmfra,com <br />Client <br />Land Holding Group <br />White Bear Lake, MN <br />Project i Gu�i <br />12th Aver ue..andr�,F- Limo t <br />Holly <br />Lino lakes, MN <br />E. <br />.001 <br />Sh et Title <br />.c" ES <br />COMPACTED <br />BACKFILL <br />(IN CORROSIVE SOILS <br />USE GRANULAR <br />ENCASEMENT) <br />1 1 /2"CRUSHED <br />ROCK OR WASHED <br />ROCK <br />DEPTH AS NEEDED TO <br />STABILIZE TRENCH <br />MW. 0.0./4 BUT NOT <br />LESS THAN 10 ". <br />SPECIAL FOUNDATION FOR <br />STABILIZING OR DEWATERING OF TRENCH <br />NO SCALE <br />0 <br />PLAN <br />40 MIN. <br />UNDISTURBED <br />SOIL <br />UNDISTURBED <br />SOIL <br />PLAN <br />SECTION <br />NOTE <br />COVER FITTINGS WITH <br />POLYETHYLENE (4441L) <br />PRIOR TO POURING <br />CONCRETE <br />2500 5.0.1. CONCRETE <br />28 DAY STRENGTH <br />CONCRETE REACTION BACKING <br />NO SCALE <br />(FOR TEES AND CROSSES) <br />0 <br />NOTE: <br />COVER FITTINGS WITH PLASTIC <br />(4 MIL) PRIOR TO POURING <br />CONCRETE <br />UNDISTURBED <br />SOIL <br />SECTION <br />UNDISTURBED <br />SOIL <br />,115" MIN <br />2500 PSI CONCRETE <br />28 DAY STRENGTH <br />CONCRETE REACTION BACKING <br />140 SCALE <br />(FOR BENDS) <br />5 <br />MIN. <br />tail Sheet <br />Sheet <br />7/7 <br />Revision <br />MFRA FILE NO : 13306 <br />