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\OT <br />S A\D <br />COMPACTED BACKFILL <br />COMPACTED <br />SAND OR PIT <br />RUN GRANULAR <br />MATERIAL <br />COMPACTED <br />BACKFILL <br />GRANULAR MATERIAL BEDDING <br />0.0/2 <br />0.D /4 (4' MIN) <br />1/2 0.0_1 <br />EARTH FOUNDATION <br />PIPE FOUNDATION DETAILS <br />e/ <br />O.D. <br />COMPACTED <br />BACKFILL <br />• ASTM 02321 <br />EMBEDMENT MATERIAL <br />(SEE SPEC.) <br />PIPE INSTALLATION IN <br />ACCORDANCE WITH ASTM 0 2321. TABLE 2. <br />3/4- GALVANIZED <br />STEEL TIE RODS <br />OR 'MEGA LUG' BRAND THRUST <br />RETAINER GLANDS AT JO■NTS <br />SEE STD. DWG. 203 <br />ill <br />-TAILS <br />CURB <br />4' <br />24 <br />PROP. LINE <br />O <br />z <br />0. <br />WELD CONOUCTMTY <br />STUD 2' BELOW FLANGE <br />(FOR LOCATION <br />PURPOSES) <br />COVER AS <br />SPECIFIED <br />GEOTE1T1LE FABRIC <br />MNDOT 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />•D /4 (4' MIN) <br />• EMBEDMENT MATERIAL SHALL CONFORM TO ASTM 02321. TABLE 1. <br />GRANULAR MATERIAL BEDDING METHOD <br />(FOR PVC PIPE) <br />COMPACTED <br />BACKFILL <br />(IN CORROSIVE SOILS <br />USE GRANULAR <br />ENCASEMENT) <br />0.0. +2' <br />0.0. <br />1 1 /2- CRUSHEO <br />ROCK OR WASHED <br />ROCK <br />8'%8'X16' <br />CONCRETE <br />BLOCK <br />TYPICAL HYDRANT LAYOUT <br />(VALVE IN BOULEVARD) <br />WATERMAIN SIZE VARIES <br />0.0A <br />DEPTH AS NEEDED TO <br />STABILIZE TRENCH <br />MIN. 0.0./4 BUT NOT <br />LESS THAN 10'. <br />SPECIAL FOUNDATION FOR <br />STABILIZING OR DEWATERING OF TRENCH <br />TEE <br />COVER AS <br />SPECIFIED <br />CURB <br />11/2' WASHED <br />ROCK ALL <br />AROUND <br />MIN. 1/3 C.Y. <br />(MIN. 1 C.Y. IN <br />IMPERVIOUS <br />SOILS.) <br />GATE VALVE BOX <br />0 <br />6' <br />GATE VALVE <br />1 1/2' WASHED ROCK ALL <br />AROUND. 1.41N.1 /3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />8'X8'X I6' CONC. BLOCK <br />TIE ROOS <br />14NOOT 3733 TYPE 3 <br />OEOTEXTILE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP OF BONNET <br />GATE VALVE INSTALLATION <br />PROPOSED OR EXIS18G <br />POADWA7 <br />C09ER 65 5PECN2(3 <br />6' STEEL <br />FENCE POST <br />PAN41E0 BLUE <br />1' MA4. <br />101 <br />SITE. LENGTH. MO TYPE <br />OE MATERUL 401 SERVICE <br />LNNE AS SPCC9'K0 <br />6901120921.4. 1000 <br />CORPORATION 59040 <br />6' MIN <br />COYER <br />WATER SERVICE DETAIL <br />(NO(e: All 4. 4 .aA *r.a 6J- 414 -600 <br />PLAN <br />52 <br />0 <br />1 <br />L UNDISTURBED <br />SOIL <br />ELEVATION <br />6" <br />40 MIN. <br />UNOISTUR8E0 <br />.III�IFIIEII�II -II�Ir i. SOIL <br />III. <br />CORE 80* 4' <br />LONG AT FULL <br />EXTENSION <br />6" TM. WITH <br />F CR1MPEO ENO <br />OR •RAPED M <br />PLASTIC AND MXUFI <br />SUPPORT CURB <br />BOX WITH CONC. <br />BRICK <br />PLAN <br />NOTE: <br />COVER FITTINGS WITH <br />POLYETHYLENE (4MIL.) <br />PRIOR TO POURING <br />CONCRETE. <br />2500 P.S3. CONCRETE <br />28 DAY STRENGTH <br />PLAN <br />CONCRETE REACTION BACKING <br />Z' a 2' HARDWOOD <br />MARKER W /SPIKE. <br />SECTION <br />E -6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />• <br />3 I <br />SERVICE SLOPE 1X MIN. `0 <br />l��� f'IICl _- <br />11=1 I . <br />0. GRANU1LAR <br />. BEOOIN6 <br />MATERIAL (COMPACTED) <br />WITHOUT RISER <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />DEPTHS GREATER THAN <br />74' WHERE RISER APPROVED <br />BY ENGINEER. <br />SERVICE <br />WYE <br />111 <br />2' 8 2' HARDWOOD <br />MARKER W /SPIKE <br />1=1 1 1= <br />111 <br />IF <br />F AIRTIGHT <br />PLUG OR <br />= CAP <br />45' BEND <br />6' METAL FENCE <br />I- POST MARKER <br />PAINTED GREER <br />3 <br />SLOPE 1% MIN <br />p 4 MAX. 45' <br />�_- NOTE: SERVICE PIPE TO BE PVC. <br />SOR 26 (ASTM 0 -2241) OR <br />111 1 -r-� <br />7=-7 WITH RISER SCH. 40 (ASTM 0- 2665). <br />SOLVENT WELO ALL JOINTS. <br />SANITARY SEWER SERVICE DETAIL <br />(WITH END RISER) <br />=111 =111- <br />1 <br />AIRTIGHT <br />PLUG OR <br />CAP <br />I_ <br />45* BEND <br />GRANULAR BEDDING <br />MATERIAL (COMPACTED) <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />0 <br />UNDISTURBED <br />SOIL <br />6 MIN. <br />-0- <br />moo. 9 -9 <br />IAN <br />Ww <br />1.9.0 <br />G.94. C•. <br />Ore. 0A., rmt« a..puol 74 30'. *9. 75'. <br />© tl.. ew erc4 «, el 1.. option. 471*7 .43004114 646.47.4 <br />.43.5...60* spec. 3601 le. We V* 4* Cow Hew41 pee.. <br />*wile .pweed In Inc Wane. 371. lep5 .71060 m+.. . <br />pe43 J Ow New we ..*.M N. Need *peon 3 N.. <br />O3 oPNIAP40 t" owes in..a• ..am W w.nn. <br />E. <br />JUN 1 4 2002 <br />CITY OF LINO LIKES <br />TALE OF OVA/PIES <br />WRVS <br />TABLE OF OVANITIE5 <br />SWISH, *1 RCP.6 057105 w 9025 Or LOUVKC0T Snen WON <br />01655 9 <br />p.6 <br />M 5 14 <br />.,0- <br />CU55 N <br />�-lr <br />[90. <br />R0«a <br />P:p. <br />( *.) <br />L <br />(4L) <br />12" <br />0.44174 <br />54 <br />(c•. ra.Ka. <br />New <br />GeanM« <br />F4*« <br />ra.HC.. <br />DN. <br />w <br />ra.H<... <br />O.pl x <br />G <br />e.7 <br />7a.HCa. <br />7C <br />wpm <br />a:p.00 <br />70.690. <br />12- <br />Owen <br />c <br />e2*« <br />VP.) <br />12 <br />15 <br />ID <br />2. <br />74 <br />27 <br />30 <br />34 <br />4e <br />• <br />9 <br />5 <br />12 <br />12 <br />14 <br />16 <br />a <br />10 <br />2.5 <br />29 <br />3.9 <br />4.2 <br />5.5 <br />5.6 <br />7.3 <br />9.7 <br />10.9 <br />11.9 <br />1.4 <br />5 <br />2.0 <br />2.1 <br />35 <br />2.9 <br />31 <br />4.6 <br />5.5 <br />6.5 <br />4 <br />5.9 <br />6.3 <br />63 <br />e.1 <br />10.9 <br />13.6 <br />16.: <br />19. <br />2.1 <br />2.2 <br />3.0 <br />3.2 <br />4.2 <br />4.4 <br />5.5 <br />6.9 <br />9.2 <br />9.> <br />5.3 <br />55 <br />7.6 <br />11.4 <br />11.0 <br />11.6 <br />14.5 <br />16.3 <br />21.1 <br />25.6 <br />1.5 <br />2.9 <br />3.9 <br />4.2 <br />5.3 <br />5.6 <br />73 <br />9.2 <br />10.9 <br />13.9 <br />TABLE OF OVANITIE5 <br />SWISH, *1 RCP.6 057105 w 9025 Or LOUVKC0T Snen WON <br />.: R.wi..r.M le. 4'v49 in «W 9:c.n.,.end <br />0.1« 64446et .4 M 0.49.4122 9 M Plana <br />RIPRAP AT OUTLETS <br />'1 HERE8Y CERTIFY THAT THIS\ <br />PLAN OR SPECIFICATION WAS <br />PREPARED 80 ME OR UNDER <br />MY DIRECT SUPERNSION AND <br />THAT 1 AM A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. MCCULLY <br />DATE: REG. 010.2313@ / <br />r DRAWN <br />DRL <br />CHECKED <br />WATM <br />DATE <br />6/13/2002 <br />VERTICAL SCALE HORIZ. <br />308 NO. <br />01516 <br />BOOK PAGE <br />SHEET <br />6 <br />\ OF 6 SHEETS <br />o. 9 <br />-6' <br />cH 0. <br />*5.9' N <br />0 <br />543 12' <br />5" <br />9' <br />soon <br />99V.cn <br />1 <br />9" <br />14 <br />0.em <br />rr4144 <br />45' <br />177.:1_14 <br />OFin, <br />le' <br />0w47 <br />20003)2 <br />(in.) <br />(IL) <br />a:p3w <br />(Cu. N. <br />Cu. 70. <br />4.99(7. <br />Cu. ( 04)43.. <br />74. <br />00.45. <br />Cm. Y. <br />Cu. 74. <br />22 <br />10 <br />3.9 <br />2.0 <br />5.9 <br />3.0 <br />7.9 <br />35 <br />25 <br />36 <br />12 <br />14 <br />55 <br />7.2 <br />29 <br />9.7 <br />10.5 <br />4.1 <br />5.4 <br />70.9 <br />14.3 <br />5.5 <br />7.2 <br />51 <br />16 <br />15 <br />9.2 <br />10.9 <br />3.5 <br />4.9 <br />5.5 <br />13.7 <br />16.3 <br />6.9 <br />5.2 <br />19.3 <br />21.7 <br />9.2 <br />10.9 <br />58 <br />70 <br />17.7 <br />6.4 <br />150 <br />9.5 <br />25.4 <br />12.7 <br />.: R.wi..r.M le. 4'v49 in «W 9:c.n.,.end <br />0.1« 64446et .4 M 0.49.4122 9 M Plana <br />RIPRAP AT OUTLETS <br />'1 HERE8Y CERTIFY THAT THIS\ <br />PLAN OR SPECIFICATION WAS <br />PREPARED 80 ME OR UNDER <br />MY DIRECT SUPERNSION AND <br />THAT 1 AM A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. MCCULLY <br />DATE: REG. 010.2313@ / <br />r DRAWN <br />DRL <br />CHECKED <br />WATM <br />DATE <br />6/13/2002 <br />VERTICAL SCALE HORIZ. <br />308 NO. <br />01516 <br />BOOK PAGE <br />SHEET <br />6 <br />\ OF 6 SHEETS <br />