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-J <br />O <br />H0 i- <br />Z \� W <br />a = <br />Aix y <br />Po <br />PROACT <br />oa <br />JAL JAL <br />1650.001 <br />11/11/05 <br />C2.1 <br />P0N0 BANK <br />EMERGENCY OVERFLOW <br />(WIDTH VARIES) <br />170141) BANK <br />2" X 2" HARDWOOD <br />MARKER W/SPIKE. <br />-s' METAL FENCE <br />P05T NARKS <br />PAINTED GREEN <br />-urn 'u r' <br />GRANULAR BEDDNG <br />MATERIAL (COMPACTED) <br />RISER <br />2' x <br />2" HARDWOOD <br />MARKER W /SPIKE. <br />45' BEND <br />6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />PLAIN <br />40 MIN. <br />.III °III -11 EI1 �I <br />UNDISTURBED <br />SOIL <br />CLASS III RIPRAP <br />GEOTEXTILE FABRIC <br />DEPTHS GREATER THAN <br />14' WHERE RISER APPROVED <br />BY ENGINEER. <br />4' OVERFLOW <br />OR AS SHOWN ON THE PLANS <br />NOT TO SCALE EMERGENCY OVERFLOW (RIPRAP) MLSE No. 440 <br />TYPE B -618 CONCRETE <br />CURB & GUTTER <br />TYPE B -618 CONCRETE <br />CURB & GUTTER MLSE No. 705 <br />5/25/00 <br />45' <br />AIRTIGHT <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 />5CH. 40 (ASTM 0- 2685). <br />SOLVENT WELD ALL MACS. <br />NOTE <br />COVER NTTINGS WITH PLASTIC <br />(4 MIL) PRIOR TO POURING <br />CONCRETE <br />4/24/97 <br />UNDISTURBED <br />STANDARD DRAWING <br />N0. <br />ELLYATICN <br />(FOR BENDS) <br />2500 PS. CONCRETE <br />28 DAY STRENGTH <br />STANDARD DRAWING <br />N0. <br />4/24/97 <br />RAN <br />(FOR TEES AND CROSSES) <br />SECTION <br />NOTE: <br />COVER FIRINGS WITH <br />POLYETHYLENE (MAIL.) <br />PRIOR TO POURING <br />CONCRETE. <br />2500 PS.I. CONCRETE <br />28 DAY STRENGTH <br />0.D. +2' <br />COMPACTED BACKALL <br />COMPACTED <br />SAND OR PR <br />RUN GRANULAR <br />MATERIAL <br />COMPACTED <br />BACKFILL <br />4/8/97 <br />IIII <br />IIII. eO�¢µ1 IIII <br />• III' yry.M .„ <br />• y 1s �GR.Cii "nY41IIlI <br />GRANULAR MATERIAL BEDDING <br />STANDARD DRAWING <br />NO. <br />O.% <br />0.D/4 (4" MIN) <br />STANDARD DRAWING <br />N0. <br />WATERMAN SIZE VARIES <br />4/8/97 <br />TEE <br />COVER AS <br />SPECIFIED <br />CURB <br />GATE VALVE BOX <br />CATE VALVE <br />1 1/2' WASHED ROCK ALL <br />AROUND. MIN.1 /3 C.Y. <br />(MM. 1 C.Y. IN IMPERVIOUS 5011.5) <br />8'98"X19 CONC. BLACK <br />E RODS <br />101000 3733 TYPE 3 <br />0501500115 FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP OF BONNET <br />STANDARD DRAWING <br />N0. <br />SANG OR PR <br />2 <br />RUN GRANULAR TIIIIy <br />BEDDING ANO LILL - 0'1)/4 <br />�� MA 8441 1�IIMIIIIinl1111M11111®IIIII0� <br />GRAMMAR MATERIAL ENCASEMENT <br />4/8/97 <br />CONCRETE CRADLE <br />STANDARD DRAWING <br />N0. <br />3/4" GALVANIZED <br />EEL TIE RODS <br />OR 'MEGA LUG' BRAND THRUST <br />RETAINER GLANDS AT JOINTS <br />SEE STD. DWG. 203 <br />WAMMAN <br />HYDRANT <br />GATE VALVE <br />& BOX <br />VARIES <br />4' <br />WELD CONDUCTIVITY <br />STUD 2" BELOW FLANGE <br />PURPOSES)roN <br />GEOTEX1KE FABRIC <br />NNDOT 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />4/24/97 <br />(VALVE IN BOULEVARD) <br />0.1).42' <br />1 1/2" WASHED <br />ROCK ALL <br />AROUND <br />MIN. 1/3 C.Y. <br />(MIN. 1 L.Y. IN <br />IMPERVIOUS <br />SOILS) <br />STANDARD DRAWING <br />N0. <br />COMPACTED <br />BACKFILL <br />• A5TIA D2321 <br />EMBEDMENT MATE <br />(SEE SPEC.) <br />PIPE INSTALLATION IN <br />ACCORDANCE WITH AVM D 2321, TABLE 2. <br />'L O.0/4 (4" MIN) <br />• EMBEDMENT MATERIAL SHALL CONFORM TO 45TH 02321, TABLE 1. <br />12/19/97 <br />(FOR PVC PIPE) <br />STANDARD DRAWING <br />N0. <br />