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E -6' METAL FENCE. <br />2" r HARDW000 POST MARKER <br />1AARKER w/SP44E PAINTED.GREEN <br />SERVICE 40110, <br />SLOPE I% <br />1110.7.- <br />4T BEND <br />GRANULAR - BEDDING <br />MATERIAL (CO9PACT03) <br />VATNOU7 R1SER <br />3. <br />ri I <br />DEPTHS GREATER THAN <br />I 14 wHERE RISER A4PRO5E0 <br />BY ENGINEER. <br />SERRCE <br />volt <br />- 6 140106. FENCE <br />POST NARKER <br />PAPITED GREEN <br />r . 2" HARDROOD <br />NARKER <br />PLAN <br />uNotsrumo <br />sou. SECTION <br />All MI mincAp10147 <br />PluG OR <br />5/25/00 <br />VAT11 RISER <br />- 45. BEND <br />GRANuLAR BEDDING <br />00TER1AL (CO68PACT(0) <br />SEIHACE wYE TO BE <br />0148E00E0 IN CONCRETE <br />NOTE• SERLACE PIPE TO BE PVC. <br />SCH. 40 (AVM 0-2665) <br />SOLVENT WELD ALL JOINTS. <br />4/24/97 <br />51* 440080 DRAWING 1. <br />4,p <br />NOTE: <br />COvER FITTINGS wall PLASTIC •• • <br />(4 811) PRIOR TO POURING r- <br />(05(6(00 <br />4/24/97 <br />ELEVATION <br />- UNDISTURBED <br />SOK. <br />PLAN <br />SECTION <br />(FOR BENDS) <br />2500 P51 CONCRETE <br />28 DAY STRENGTH <br />STANDARD ORNAING <br />NO. <br />COMPACTED <br />COMPACTED <br />SAND OR PIT <br />RuN GRANULAR <br />MATERIAL <br />COmPACTED <br />BACKFILL <br />4/8/97 <br />PLAN <br />. .• • <br />• <br />(FOR TEES AND CROSSES) <br />NOTE: <br />COvER nrmics WITH <br />poLYETNYLENE (44411.) <br />PRIOR TO POURING <br />CONCRETE. <br />2500 P.S.I. CONCRETE <br />28 DAY STRENGTH <br />- simian 158A666i0 <br />No. <br />• <br />Too/2 <br />0.0. <br />/ 4 (4. LON) <br />COVER 43! <br />SPECIFIED <br />WATERLIAIN SIZE vARIES <br />4/8/97 <br />CURB <br />GATE vALvE BOA <br />GATE +AWE <br />1/2" wASHED ROCK ALL <br />AROL/NO. 1416.1/3 C.Y. <br />(MIN 1 C.Y. IN mPERVIOUS SOILS) <br />\-11E RODS <br />• <br />8'68'1116" CONC. BLOCK ‘‘-91:065 <br />IAN. 1 LATER <br />ATTACH TO TOP OF BONNET <br />GATE VALVE INSTALLATION <br />irsa_WES <br />0.0. <br />STANDARD DRA86N0 <br />NO. <br />SAND OR P7 ° 4/2 <br />Rue./ GRANULAR <br />El 0.0 . <br />EB.EDLIKIC.EANNO.TER.. /4 (4 1404) <br />1111; <br />GRANULAR MATERIAL ENCASEMENT <br />GRANULAR MATERIAL BEDDING <br />1 2." 0.0. ‘2' <br />ComPACTED <br />7 GRANuLAR BACKFILL <br />LAY__T <br />/2 0.0. <br />EARTH FOUNDATION <br />STANDARD DRAWING <br />NO. <br />• <br />4/8/97 <br />CONCRETE CRADLE <br />rits1 KES <br />STANDARD DRAwING <br />NO. <br />3/4" GALVANIZED <br />STEEL TIE ROOS <br />OR "LEGA LUG" BRAND THRUST <br />RETAINER GLANOS AT JOINTS / <br />SEE 510. ENG. 203 <br />iIt n rzr-, l' r '. 71--p.-• <br />A <br />e <br />NOV 2005 1 <br />, ., ,..._ <br />Cfri OF LIAR) L4hc..z.: ', <br />CURB <br />CONO1..7.7,v9, <br />2" ear,. 91NIC,E <br />GEOTEME FABRIC <br />904007 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACT1ON <br />BACKING <br />4/24/97 <br />Ex8-X16. <br />CONCRETE <br />BLOCK <br />(VALVE 15 BOulEvARD) <br />1/2" wASHED <br />ROCK ALL <br />AROUND <br />N. 1/3 C.V. <br />OAK I C.Y. <br />IMPERVIOUS <br />SOILS.) <br />STANDARD DRAWING <br />NO. <br />COMPACTED ..LA <br />• ASTN 02321 <br />EMBEDMENT mATERAL--=. <br />(SEE SPEC) <br />(- 4" INN) <br />_„.. <br />PIPE INSTALLATION IN <br />ACCORDANCE wrtH A5T8 D 2321, TABLE 2. <br />EMBEDMENT MATERIAL SHALL CONFOR41 TO *504 22321. TABLE 1. <br />I2/19/S7 <br />(FOR Pvt PIPE) <br />cutit.?ktcs, <br />STANDARD DRAWING <br />NO <br />9 <br />JAL 1 JAL <br />1650.001 <br />11/11/05 <br />C2.1 <br />