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tea/ <br />s- <br />vY �9 <br />\ ao <br />\d <br />CBS <br />5 SMy / <br />\ <br />/ <br />/ <br />/ <br />\ ao• <br />�a <br />�Mh <br />O <br />N <br />\ <br />N0. 31 -2 <br />LOCATION APPROXIMATE <br />\ <br />\ <br />3�r 26 <br />koo <br />�ti \ <br />\ <br />I \ <br />NEW 8" CLDI PIPE <br />)6 CONNECTED TO EXISTING <br />8" WATER MAIN WITH NEW <br />8" GATE VALVE <br />NO 24 <br />1 � <br />I <br />All <br />N0' 15 <br />I / <br />REMOVED & REPLACED 8" CLDI PIPE <br />s <br />ROCK WALL <br />r <br />9 I� <br />P_4 � AC <br />DOG <br />r <br />v <br />\ N. <br />i <br />0 <br />N0. 20 <br />INSTALLED NEW 1" COPPER FROM <br />NEW 1 CORPORATION TO EXISTING I <br />WATER SERVICE. CONNECTED WITH <br />NEW 1 " X 4" UNION <br />II <br />I <br />I I <br />II <br />I <br />I <br />VAILLE AVENUE <br />SCALE: 1"=40' <br />s d <br />\ \O <br />\\O <br />O <br />d <br />J <br />f <br />XX <br />NEW 8" CLDI PIPE <br />CONNECTED TO EXISTING <br />J16 r' / \SD\ <br />N0. �2 SEWER SERVICE (TYP) <br />10 <br />N0 6 <br />/ <br />I / <br />1 / <br />/ <br />s 8 WATER MAIN WITH NEW <br />oMy 8" GATE VALVE <br />m \d <br />\ d <br />S- <br />►zero <br />1. REMOVE EXISTING WATER SERVICE AND REPLACE WITH NEW 1" COPPER FROM NEW WATER <br />MAIN TO PROPERTY LINE PER WATER SERVICE CONNECTION DETAIL ON SHEET 2 <br />"WATER SERVICE CONNECTION ", INCLUDING: <br />1" CORPORATION STOP <br />1" CURB STOP <br />1" UNION <br />2. CONTRACTOR TO REMOVE AND REPLACE IN —KIND UP TO 5' X 5' SECTION OF BITUMINOUS <br />CONCRETE SIDEWALK FOR EACH HOUSE SERVICE CONNECTION. <br />3. ALL VALVES AND FITTINGS SHALL BE PROVIDED WITH RESTRAINED MECHANICAL JOINTS. <br />4. ALL JOINTS WITHIN 20 FT OF VALVES OR FITTINGS SHALL BE RESTRAINED. <br />5. CONTRACTOR SHALL PROVIDE TEMPORARY WATER SERVICE DURING ALL SHUTDOWNS AND <br />SUBMIT TEMPORARY WATER BYPASS PLAN AS SPECIFIED. <br />VAILLE AVENUE <br />SCALE: 1"=4' (VERTICAL) <br />1"=40' (HORIZONTAL) <br />6. EXISTING SERVICES SHALL NOT BE CONNECTED TO NEW WATER MAINS UNTIL THAT MAIN <br />HAS PASSED PRESSURE TEST AND DISINFECTION REQUIREMENTS. <br />7. THE LOCATION OF ALL PIPES, CAPS, REDUCERS, BENDS, AND OTHER FITTINGS AT POINTS <br />OF CONNECTIONS TO EXISTING MAINS IS APPROXIMATE. CONTRACTOR SHALL EXCAVATE A <br />TEST PIT AT EACH LOCATION TO DETERMINE THE DIAMETER OF THE EXISTING PIPE AND <br />LOCATION OF THE CONNECTION POINT. <br />8. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY THE ENGINEER TO <br />DETERMINE WHETHER TO RAISE OR LOWER THE PROPOSED WATER MAIN TO CLEAR <br />EXISTING UTILITIES OR TO VERIFY EXISTING UTILITY LOCATION, SIZE, AND TYPE. <br />)SED 8" <br />XISTING 8" <br />H <br />;ATE VALVE <br />EXISTING GRADE <br />210 <br />CONNECT <br />NEW 8" <br />CLDI PIPE TO <br />EXISTING <br />8" WATER <br />MAIN WITH <br />NEW 8" GATE <br />VALVE <br />EXISTING <br />12" R.C. <br />DRAIN CROSSING <br />\ <br />------ <br />REMOVE & REPLACE <br />EXISTING <br />8" AND 6" WATER <br />MAIN WITH <br />PROPOSED 8" CLDI <br />WATER MAIN <br />CONNECT PROP( <br />CLDI PIPE TO E <br />�— <br />WATER MAIN WIl <br />PROPOSED 8" C <br />EXISTING <br />8" A.C. SEWER <br />CROSSINGS <br />190 <br />00 <br />\n <br />co <br />co <br />r <br />r"7 <br />O� <br />\n <br />w <br />O <br />O <br />I� <br />r� <br />00 <br />0O <br />r7 <br />N <br />CO <br />0 <br />0 <br />0 <br />N <br />0 <br />N) <br />0 <br />Sri <br />0 <br />r_� <br />0 <br />cc <br />0 <br />of <br />0 <br />O <br />07 <br />0 <br />CO <br />0 <br />I") <br />0 <br />0 <br />0 <br />6l <br />0 <br />06 <br />h <br />h <br />h <br />0 <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 <br />►zero <br />1. REMOVE EXISTING WATER SERVICE AND REPLACE WITH NEW 1" COPPER FROM NEW WATER <br />MAIN TO PROPERTY LINE PER WATER SERVICE CONNECTION DETAIL ON SHEET 2 <br />"WATER SERVICE CONNECTION ", INCLUDING: <br />1" CORPORATION STOP <br />1" CURB STOP <br />1" UNION <br />2. CONTRACTOR TO REMOVE AND REPLACE IN —KIND UP TO 5' X 5' SECTION OF BITUMINOUS <br />CONCRETE SIDEWALK FOR EACH HOUSE SERVICE CONNECTION. <br />3. ALL VALVES AND FITTINGS SHALL BE PROVIDED WITH RESTRAINED MECHANICAL JOINTS. <br />4. ALL JOINTS WITHIN 20 FT OF VALVES OR FITTINGS SHALL BE RESTRAINED. <br />5. CONTRACTOR SHALL PROVIDE TEMPORARY WATER SERVICE DURING ALL SHUTDOWNS AND <br />SUBMIT TEMPORARY WATER BYPASS PLAN AS SPECIFIED. <br />VAILLE AVENUE <br />SCALE: 1"=4' (VERTICAL) <br />1"=40' (HORIZONTAL) <br />6. EXISTING SERVICES SHALL NOT BE CONNECTED TO NEW WATER MAINS UNTIL THAT MAIN <br />HAS PASSED PRESSURE TEST AND DISINFECTION REQUIREMENTS. <br />7. THE LOCATION OF ALL PIPES, CAPS, REDUCERS, BENDS, AND OTHER FITTINGS AT POINTS <br />OF CONNECTIONS TO EXISTING MAINS IS APPROXIMATE. CONTRACTOR SHALL EXCAVATE A <br />TEST PIT AT EACH LOCATION TO DETERMINE THE DIAMETER OF THE EXISTING PIPE AND <br />LOCATION OF THE CONNECTION POINT. <br />8. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY THE ENGINEER TO <br />DETERMINE WHETHER TO RAISE OR LOWER THE PROPOSED WATER MAIN TO CLEAR <br />EXISTING UTILITIES OR TO VERIFY EXISTING UTILITY LOCATION, SIZE, AND TYPE. <br />)SED 8" <br />XISTING 8" <br />H <br />;ATE VALVE <br />