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PONO BANK <br />EMERGENCY OVERFLOW <br />POND B K <br />r 8 2 16■9011000 <br />MAID= 111/916/10L <br />rosTMETAL FENCE <br />ANITEDMARGEN <br />WEI • <br />GRANULAR BEDDING <br />IMTERIAL (CORPACTED) <br />11104OUT 11001 <br />2' 2' HARDWOOD <br />MARKER W/SPIKE <br />40 BEND <br />er 14E1AL FENCE <br />POST MARKER <br />PAINTED GREEN <br />PUN <br />CLASS III RIPRAP <br />GEOTEXTTLE FABRIC <br />DEPTHS GREATER THAN <br />141 WHERE RISER APPROVED <br />BY ENGINEER <br />4. OVERFLOW <br />OR AS SHOWN ON THE PLANS <br />MAX 45. <br />vim mat <br />AIRTIGHT <br />0130 08 <br />CAP , <br />40 BEND <br />GRANUIAR BEDONG <br />MATERIAL (COIAPACTED) <br />SERVICE WYE TO BE <br />IDMEOCED IN CONCRETE <br />NOTE 5034CE PIPE TO 80 PVC, <br />SCH. 40 (ASDA 0-2665). <br />500904) 801.0 ALL JOINT& <br />(FOR TEES AND CROSSES) <br />=MN <br />NOTET <br />COVER FRTINGS WITH <br />POLYETHYLENE (44411.) <br />PRIOR TO POURING <br />CONCRETE. <br />2500 P.S.I. CONCRETE <br />28 DAY STRENGTH <br />• <br />NOT To SCALE EMERGENCY OVERFLOW (RIPRAP 1 IILSE No. 440 <br />TYPE 8-618 CONCRETE <br />CURB & GUTTER <br />/2•148411 <br />TYPE 8-618 CONCRETE <br />CURB & GUTTER, 81LSE 96 705 <br />5/25/00 <br />STANOARD DRAWING <br />WATERHAIN SIZE VARIES <br />4/8/97 <br />COVER AS <br />SPECIFIED <br />CURB <br />GATE VALVE 808 <br />GATE VALVE <br />1 1/2- WASHED ROC% ALL <br />MOUNO. *301/3 C.Y. <br />W. 1 C.V. IN IMPIRLIOUS sons) <br />ersexis• CONC. BLOCK <br />TIE ROOS <br />*MOOT 3733 nye 3 <br />GEOTEXTILE FABRIC <br />MIN 1 LAYER <br />ATTACH TO TOP OF BONNET <br />SAND OR PIT <br />RN GRANULAR <br />RIDDING AND <br />04083011011 8410)98). <br />JAN 0 2005 <br />■•• <br />• - .4.0! • <br />3/4 LIZ <br />OR "MEGA LUG BRAND THRUST <br />RETAINER GLANDS AT JOINTS <br />SEE STD. DM. 203 <br />CURB <br />WC_I) CONDUCTPATY <br />STUD r BELOW FLANGE <br />(FOR LoCAT)ON <br />P(JRPOSES) <br />GEOTENTILE FABRIC <br />MOOT 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />4/24/97 <br />STANDARO DRAWING <br />NO. <br />=-7 OD <br />Siffillliili11161-11i A (4. MIN) <br />GRANULAR MAMA/ ENCASEMENT <br />GRANULAR MAMMAL BOOING <br />4/24/97 <br />(FOR BENDS) <br />STANDARD DRAWING <br />NO. <br />COMPACTED <br />soocriu. <br />4/8/91 4/8/57 <br />STANOARO DRAWING <br />NO. <br />CONCRETE CRADLE <br />0101•116" <br />CONCRETE <br />BLOCK <br />(VALVE <br />P9 BOULEVARD) <br />In 0 <br />10 rn <br />1 1/2' WASHED <br />ROCK AU. 41( IF3 <br />MIN. '173 C.Y. Ce 0 <br />=. iio C.Y. I 9 W CX * <br />SOILS.) =II <br />x t-n• <br />m <br />STANDARD DRAWING (I) <br />140. ;10 <br />Z Se <br />PIPE INSTALLATION IN <br />ACCORDANCE WITH ASTM D 2321, TM3LE 2. <br />BASEMENT MATERIAL SHALL CONFORM TO AVM D2321, TABLE 1. <br />12/19/97 <br />STANDARD DRAWING <br />NO. <br />(FOR PVC PIPE) <br />STANDARD DRAWING <br />NO. <br />oz <br />og <br />= <br />,,aigg 9 <br />01 <br />u,3 S <br /><0 <br />NSLCI <br />OMNI .34.. <br />JAL JAL <br />1650.001 <br />11/11/05 <br />44. I <br />C2.1 <br />