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HomeMy WebLinkAboutRW-472tea/ s- vY �9 \ ao \d CBS 5 SMy / \ / / / \ ao• �a �Mh O N \ N0. 31 -2 LOCATION APPROXIMATE \ \ 3�r 26 koo �ti \ \ I \ NEW 8" CLDI PIPE )6 CONNECTED TO EXISTING 8" WATER MAIN WITH NEW 8" GATE VALVE NO 24 1 � I All N0' 15 I / REMOVED & REPLACED 8" CLDI PIPE s ROCK WALL r 9 I� P_4 � AC DOG r v \ N. i 0 N0. 20 INSTALLED NEW 1" COPPER FROM NEW 1 CORPORATION TO EXISTING I WATER SERVICE. CONNECTED WITH NEW 1 " X 4" UNION II I I I II I I VAILLE AVENUE SCALE: 1"=40' s d \ \O \\O O d J f XX NEW 8" CLDI PIPE CONNECTED TO EXISTING J16 r' / \SD\ N0. �2 SEWER SERVICE (TYP) 10 N0 6 / I / 1 / / s 8 WATER MAIN WITH NEW oMy 8" GATE VALVE m \d \ d S- ►zero 1. REMOVE EXISTING WATER SERVICE AND REPLACE WITH NEW 1" COPPER FROM NEW WATER MAIN TO PROPERTY LINE PER WATER SERVICE CONNECTION DETAIL ON SHEET 2 "WATER SERVICE CONNECTION ", INCLUDING: 1" CORPORATION STOP 1" CURB STOP 1" UNION 2. CONTRACTOR TO REMOVE AND REPLACE IN —KIND UP TO 5' X 5' SECTION OF BITUMINOUS CONCRETE SIDEWALK FOR EACH HOUSE SERVICE CONNECTION. 3. ALL VALVES AND FITTINGS SHALL BE PROVIDED WITH RESTRAINED MECHANICAL JOINTS. 4. ALL JOINTS WITHIN 20 FT OF VALVES OR FITTINGS SHALL BE RESTRAINED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY WATER SERVICE DURING ALL SHUTDOWNS AND SUBMIT TEMPORARY WATER BYPASS PLAN AS SPECIFIED. VAILLE AVENUE SCALE: 1"=4' (VERTICAL) 1"=40' (HORIZONTAL) 6. EXISTING SERVICES SHALL NOT BE CONNECTED TO NEW WATER MAINS UNTIL THAT MAIN HAS PASSED PRESSURE TEST AND DISINFECTION REQUIREMENTS. 7. THE LOCATION OF ALL PIPES, CAPS, REDUCERS, BENDS, AND OTHER FITTINGS AT POINTS OF CONNECTIONS TO EXISTING MAINS IS APPROXIMATE. CONTRACTOR SHALL EXCAVATE A TEST PIT AT EACH LOCATION TO DETERMINE THE DIAMETER OF THE EXISTING PIPE AND LOCATION OF THE CONNECTION POINT. 8. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY THE ENGINEER TO DETERMINE WHETHER TO RAISE OR LOWER THE PROPOSED WATER MAIN TO CLEAR EXISTING UTILITIES OR TO VERIFY EXISTING UTILITY LOCATION, SIZE, AND TYPE. )SED 8" XISTING 8" H ;ATE VALVE EXISTING GRADE 210 CONNECT NEW 8" CLDI PIPE TO EXISTING 8" WATER MAIN WITH NEW 8" GATE VALVE EXISTING 12" R.C. DRAIN CROSSING \ ------ REMOVE & REPLACE EXISTING 8" AND 6" WATER MAIN WITH PROPOSED 8" CLDI WATER MAIN CONNECT PROP( CLDI PIPE TO E �— WATER MAIN WIl PROPOSED 8" C EXISTING 8" A.C. SEWER CROSSINGS 190 00 \n co co r r"7 O� \n w O O I� r� 00 0O r7 N CO 0 0 0 N 0 N) 0 Sri 0 r_� 0 cc 0 of 0 O 07 0 CO 0 I") 0 0 0 6l 0 06 h h h 0 N N N N N N N N N N N N N N 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 ►zero 1. REMOVE EXISTING WATER SERVICE AND REPLACE WITH NEW 1" COPPER FROM NEW WATER MAIN TO PROPERTY LINE PER WATER SERVICE CONNECTION DETAIL ON SHEET 2 "WATER SERVICE CONNECTION ", INCLUDING: 1" CORPORATION STOP 1" CURB STOP 1" UNION 2. CONTRACTOR TO REMOVE AND REPLACE IN —KIND UP TO 5' X 5' SECTION OF BITUMINOUS CONCRETE SIDEWALK FOR EACH HOUSE SERVICE CONNECTION. 3. ALL VALVES AND FITTINGS SHALL BE PROVIDED WITH RESTRAINED MECHANICAL JOINTS. 4. ALL JOINTS WITHIN 20 FT OF VALVES OR FITTINGS SHALL BE RESTRAINED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY WATER SERVICE DURING ALL SHUTDOWNS AND SUBMIT TEMPORARY WATER BYPASS PLAN AS SPECIFIED. VAILLE AVENUE SCALE: 1"=4' (VERTICAL) 1"=40' (HORIZONTAL) 6. EXISTING SERVICES SHALL NOT BE CONNECTED TO NEW WATER MAINS UNTIL THAT MAIN HAS PASSED PRESSURE TEST AND DISINFECTION REQUIREMENTS. 7. THE LOCATION OF ALL PIPES, CAPS, REDUCERS, BENDS, AND OTHER FITTINGS AT POINTS OF CONNECTIONS TO EXISTING MAINS IS APPROXIMATE. CONTRACTOR SHALL EXCAVATE A TEST PIT AT EACH LOCATION TO DETERMINE THE DIAMETER OF THE EXISTING PIPE AND LOCATION OF THE CONNECTION POINT. 8. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY THE ENGINEER TO DETERMINE WHETHER TO RAISE OR LOWER THE PROPOSED WATER MAIN TO CLEAR EXISTING UTILITIES OR TO VERIFY EXISTING UTILITY LOCATION, SIZE, AND TYPE. )SED 8" XISTING 8" H ;ATE VALVE