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FANATTONH <br />• <br />COMPACTED <br />SAND OR PR <br />RUN GRANULAR <br />MATERIAL <br />COMPACTED <br />BACKFILL <br />• <br />GRANULAR MATERIAL BEDDING <br />11 /2O.1 <br />EARTH FOUNDATION <br />PIPE FOUNDATION DETAILS <br />• ASTM D2321 <br />EMBEDMENT MATERIAL <br />(SEE SPEC.) <br />PIPE INSTALLATION IN <br />ACCORDANCE WITH ASTM D 2321. TABLE 2. <br />3/4' GALVANIZED <br />STEEL TIE RODS <br />OR 'MEGA LUG' BRAND THRUST <br />RETAINER GLANDS AT JOINTS <br />SEE STD. DWG. 203 <br />E <br />IL FLAN <br />CURB <br />24 <br />II <br />n= ii =ii= ai =R =n <br />WELD CONDUCTMTY <br />STUD 2.' BELOW FLANGE <br />FOR LOCATION <br />URPOSES) <br />COVER AS <br />SPECIFIED <br />GEOTEXIILE FABRIC <br />• MNDOT 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />8. <br />0.0/4 (4a MIN) <br />* EMBEDMENT MATERIAL SHALL CONFORM TO ASTM D2321, TABLE 1. <br />GRANULAR MATERIAL BEDDING METHOD <br />(FOR PVC PIPE) <br />COMPACTED <br />BACKFILL <br />ON CORROSIVE SOILS <br />USE GRANULAR <br />OA. <br />1 1 /2'CRUSHED <br />ROCK OR WASHED <br />ROCK <br />0.D/2 <br />8'X8'X16' <br />CONCRETE <br />BLOCK <br />TYPICAL HYDRANT LAYOUT <br />(VALVE IN BOULEVARD) <br />WATERMAIN SIZE VARIES <br />DEPTH AS NEEDED TO <br />STABIUZE TRENCH <br />MIN. 0.D. /4 BUT NOT <br />UPS THAN 10'. <br />SPECIAL FOUNDATION FOR <br />STABILIZING OR DEWATERING OF TRENCH <br />GRC FIELD 102054 <br />COVER AS <br />SPECIFIED <br />CURB <br />1 1/2' WASHED <br />ROCK ALL <br />MAIRNOUNQ 3 C.Y. <br />(MIN. 11// C.Y. IN <br />IMPERVIOUS <br />SOILS.) <br />II= 11 =II =11 <br />GATE VALVE BOX <br />GATE VALVE <br />1 1/2- WASHED ROCK ALL <br />AROUND. MIN.1 /3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />87087C16.' CONC. BLOCK <br />11E RODS <br />MNDOT 3733 TYPE 3 <br />GEOTEXTILE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP OF BONNET <br />GATE VALVE INSTALLATION <br />OCHER AS SPECIFIED <br />PROPOSED OR D SRNs <br />8STm <br />FENCE POST <br />PAINTED SLUE <br />SQE, LENOIR. AND TYPE <br />OF MATERIAL FOR SERVICE <br />\'�- HORIZONTAL LOOP <br />`- CORPORATION STOP <br />8' LIN <br />COVER <br />CURB <br />SLOP <br />WATER SERVICE DETAIL <br />Okkm Amnia* shot b end mmM. 1M-dram <br />ver_d J <br />f <br />LONG AT FULL <br />IDCIENSiON <br />PLAN <br />\CRIMPED DID <br />OR WRAPED M <br />PLASTIC MID MBAR <br />to <br />N.-SUPPORT CURB <br />B BRICK CONIC. <br />PLAN <br />SECTION <br />0 <br />O <br />04 6' <br />MIN. <br />NOTE: <br />COVER FITTINGS WITH <br />POLYETHYLENE (44AIL) <br />PRIOR TO POURING <br />CONCRETE <br />2500 P.S.L CONCRETE <br />28 DAY STRENGTH <br />ELEVATION UNDISTURBED <br />6.' SOIL <br />SECTION <br />CONCRETE REACTION BACKING <br />(not required if mechanical joints are used) <br />2.' x 2 HARDWOOD <br />MARKER W /SPIKE. <br />--6'' METAL FENCE MARKER <br />PAINTED GREEN <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />DEPTHS GREATER THAN <br />14' WHERE RISER APPROVED <br />BY ENGINEER. <br />11- 11: SERVICE <br />A <br />11.11. ,4� 4. <br />1J �[dT.il. <br />ri. <br />GRANULAR BEDDING <br />MATERIAL (COMPACTED) <br />WITHOUT RISER <br />2' x 2 HARDWOOD <br />MARKER W <br />AIRTIGHT <br />PWG OR <br />CAP <br />6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />MAX. 45' <br />WITH RISER <br />RTIGHT <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 TO BE PVC, <br />SDR 26 (ASTM D -2241) OR <br />SCH. 40 (ASTM D- 2665). <br />SOLVENT WELD ALL JOINTS. <br />SANITARY SEWER SERVICE DETAIL <br />(WITH END RISER) <br />APrap <br />.c0 <br />aa.4r 1965 1b4.t®�� <br />g A-A <br />OWN. p4.. 9..•t.r or egad t9 1Y. 9. 1.5'. <br />®TM O W1kOOddar..�5.0o-5k war., 58. 4„...da8.40 9aMatM <br />a.e .p.dli.d'.110 n 54... 76.. imrio apron 3 O 0.. <br />dtb Apy aM .dr.d ands rMd 8.' 3 M. <br />©O.." 'E• .qda Wide 9101/1 d apron <br />TABLE OF QUARRIES <br />Kr RCP <br />TABLE OF OUAEITIES <br />R1PRAP AT RCP-A CORDS sr BOILS OF E321210101r SPIN ROTH <br />C1ASS <br />4 <br />II <br />d�434 <br />� N <br />da12 ' <br />Rr <br />4l. <br />12 <br />O p8. <br />15' <br />Depth <br />24' <br />D1.pr9, <br />Round <br />L <br />D.68. <br />Gwair <br />Depth <br />~er4.%C.. <br />Granular <br />labr <br />Depth <br />Granular <br />(5.)5.) <br />Gt.) <br />(=Xt. <br />(=X <br />3LX <br />155 <br />13.7 <br />YYd.X <br />XC. <br />14) <br />12 <br />5 <br />2.11 <br />to <br />4.1 <br />L1 <br />SS <br />23 <br />15 <br />15 <br />■ <br />10 <br />25 <br />39 <br />15 <br />2.0 <br />4.4 <br />58 <br />2.2 <br />3.0 <br />LA <br />7.5 <br />29 <br />35 <br />21 <br />24 <br />10 <br />12 <br />4.2 <br />55 <br />2.1 <br />2.5 <br />63 <br />E3 <br />3.2 <br />42 <br />5.4 <br />115 <br />42 <br />55 <br />V <br />30 <br />12 <br />14 <br />55 <br />7.3 <br />29 <br />3.7 <br />5.7 <br />109 <br />4.4 <br />5.5 <br />115 <br />14.5 <br />5A <br />7.3 <br />35 <br />42 <br />15 <br />15 <br />L2 <br />109 <br />4.8 <br />53 <br />13.5 <br />143 <br />6.9 <br />L2 <br />153 <br />21.7 <br />92 <br />109 <br />40 <br />20 <br />129 <br />55 <br />164 <br />0.7 <br />255 <br />129 <br />TABLE OF OUAEITIES <br />R1PRAP AT RCP-A CORDS sr BOILS OF E321210101r SPIN ROTH <br />Nat.: 1r .1e and @W..r a5 <br />1Or V b W, 1b qam. <br />RIPRAP AT OUTLETS <br />JUL 1 4 2003 <br />CITY OF U2 O <br />I HEREBY CERTIFY THAT THIS <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT 9JPERVISION AND <br />THAT I AN A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. McCULLY <br />V.:E: 1E& 140.231.31:2,1 <br />WATM <br />cHecKED <br />WATM <br />07/11/m3 <br />VERTICAL SCALE <br />N.A. <br />JOB NO. <br />03503 <br />BOOK <br />NORIZ. <br />N.A. <br />PAGE <br />SHEET <br />5 <br />Can 11 <br />DO'S' <br />da s • <br />5r* <br />d Claw tY <br />50' <br />a <br />12 <br />5.55 <br />22A <br />6.2 <br />4.i <br />109 <br />55A <br />39 <br />43 <br />14 <br />19 <br />72 <br />92 <br />19 <br />4A <br />155 <br />13.7 <br />54 <br />69 <br />143 <br />152 <br />72 <br />92 <br />51 <br />50 <br />15 <br />20 <br />109 <br />127 <br />63 <br />SA <br />15] <br />193 <br />L2 <br />11.5 <br />21.7 <br />25A <br />10.9 <br />127 <br />Nat.: 1r .1e and @W..r a5 <br />1Or V b W, 1b qam. <br />RIPRAP AT OUTLETS <br />JUL 1 4 2003 <br />CITY OF U2 O <br />I HEREBY CERTIFY THAT THIS <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT 9JPERVISION AND <br />THAT I AN A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE <br />STATE OF MINNESOTA <br />W.A.T. McCULLY <br />V.:E: 1E& 140.231.31:2,1 <br />WATM <br />cHecKED <br />WATM <br />07/11/m3 <br />VERTICAL SCALE <br />N.A. <br />JOB NO. <br />03503 <br />BOOK <br />NORIZ. <br />N.A. <br />PAGE <br />SHEET <br />5 <br />