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4 <br />fi <br />r r HARM= <br />MARKER W/SPIKE I <br />I <br />411„0" <br />SwE0E40E-1, SLOPE ID 01 <br />1.4;E:7;."(r-COUP.AGTEG) <br />GRATICXXIBEDOBiG ‘"": 45. 'END <br />-6' METAL FENCE <br />POST uARKER <br />PAINTED GREEN • <br />I DEPTHS GREATER THAN <br />; 14' WHERE RI5ER APPROVED <br />EFF EIXONEER. <br />1 <br />D <br />AMETCHT <br />"".- <br />P100 00 • <br />CAP <br />WNW RISER <br />._._ 6' LAVAL FENCE <br />POST LLARKER <br />Ft 1 PAINTED GREEN <br />r • r HARDWOOD r <br />MARKER w/SPIKE.-w.. <br />- SLOPE IS MIN <br />3' <br />SERWCE <br />WYE <br />_ _ = <br />5/25/00 <br />MAX. 99. <br />mill RISER <br />T _CU <br />IN KES <br />mRTiGHT <br />PLUG OR <br />CAP <br />45' SENO <br />GRANULAR BEDDING <br />400(001 (COMPACTED) <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />NOTE SERVICE PIPE TO BE PvC, <br />SCH 40 (AST. D-2665) <br />SOLVENT WELD ALL JOINTS. <br />0/20/9T <br />PLAN <br />SECTION <br />(FOR B(NDS) <br />cl <br />r <br />STANDARD DRAWING <br />NO. <br />- UNDISTURBED <br />SOIL <br />2500 P51 CONCRETE <br />28 DAY 510(0610 <br />STANDARD ORAWING <br />ma. <br />4/24/97 <br />PLAN <br />, (7,uNDIESTU__TRBED <br />g <br />PLAN <br />(FOR TEES AND CROSSES) <br />111 KES <br />0.0.4.2' <br />_J <br />COMPACTED E.C.CILL <br />1111 <br />COMPACTED <br />0.D. <br />NOTE: <br />COVER F01I1NGS WITH <br />POLYETHYLENE (MAIL) <br />PRIOR TO POURING <br />CONCRETE. <br />2500 0.5.4. <br />50040 00 PIT <br />MATERIAL LP:N.2+ <br />eggialifiggiCEPAII622 <br />GRANULAR MATERIAL BEDDING <br />COMPACTED <br />BACKFILL <br />0.072 <br />0.0, 0. <br />1/2 0.D. <br />EARTH FOUNDATION <br />No. <br />STANDARD DRAWING <br />NO. <br />• <br />COVER AS <br />SPECIFIED <br />WATERMAN SIZE VARIES —, <br />A/6/97 <br />CURB <br />GATE VALVE BOK <br />GATE VALVE <br />1 vr wASHEEI ROCK ALL <br />ARO0040. 4410 1 /3 C.Y. <br />(LuN. 1 C.,' 944PERVIOUS 50110) <br />TIE ROOS <br />\ <br />8"X21"%16" CONC. BLOCK 3733 ,OZ <br />0E0TE <br />MIN. 1 LAYER <br />ATTACH TO TOP OF BONNET <br />GATE VALVE INSTALLATION <br />STANDARD DRAWING <br />NO. <br />SAND OR PIT <br />RUN GRANUIAR <br />8(00106 00 MATERIAL <br />.• <br />GRANULAR MATERIAL ENCASEMENT <br />.• <br />.• <br />RE: <br />go, <br />• <br />FitI! 0.0 <br />/4 (• <br />COMPACTED <br />CRANUIAR BACKFILL <br />4/8/97 <br />CONCRETE <br />CONCRETE CRADLE <br />—T <br />STANDARD DRAWING <br />NO <br />3/0' GALVANIZED <br />STEEL TIE RODS <br />OR 'NECK LUG' BRAND THRUST <br />RETAWER GLANDS AT JOINTS <br />SEE STD. DwG. 203 <br />0000107 '---, <br />;GATE vALVE <br />& BOY <br />1 rimuwwwwo <br />VARIES vARIES <br />NOY 1 ql 2005 <br />CM/ OF LINO LA;'' I <br />PROP. LINE <br />0/24/97 <br />rxerm6" <br />CONCRETE <br />BLOCK <br />(VALVE M BOUL(VARD) <br />KE21S <br />0.0. <br />ACTED <br />86(60411 - <br />• ASTM 02321 <br />EMBEDMENT MATERLAL—L.,.. <br />(SEE SPEC.) <br />GEOTEXTILE FABRIC <br />0N000 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />"-1 1/2' WASHED <br />RoCK ALL <br />AROUND <br />MIN. 1/3 C.V. <br />(MM. 1 C.V. IN <br />ImPERVIOUS <br />SOILS.) <br />STANDARD DRAWING <br />00. <br />Irli <br />PIPE INSTALLATION IN <br />ACCORDANCE wiTH ASDA D 2320 TABLE 2. <br />" EMBEDMENT IMTERIAL SHALL CONFORM TO ASTM D2321, TABLE 1. <br />12/19/97 <br />' • <br />(FOR PVC PIPE) <br />satIL?kit, <br />STANDARD DRAwING <br />0 <br />JAL JAL <br />1650.001 <br />1 1 /11 /05 <br />C2.1 <br />