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HomeMy WebLinkAboutW-308222N 00 O N I STA. 0 +89.5, 7.5' L T ao I CONNEC T TO EX. 8"W. ao (1) 8" TRANSITION COUPLING W OR SLEEVE R.R. TIE WALL R.R. TIE WALL (1) 8" CAP (MJ) CLOSE EX. GA TE VALVES l7i GJi AND REMOVE VALVE BOXES. (TYPICAL FOR ALL ABANDONED VALVES) r I r I REMO VE EX. FH. INSTALL TE PORAR Y 8" STA. 0 +89.5, 75' LT (TYPICAL) CAP (MJ) AND 2" Li CLOSE VAL �ES PRIOR TO CONNEC T TO EX. 8" Dl. BLOW-OFF A SSY. W/ Q PRESSURE TEST /NG — — REMOVE AND CAP EXISTING — — THRUST BLOCKING. z I— WATER LINE TYP. \ z (1) 8;$ SLEEVE W W Ld W 8" CAP (MJ) W/ TEMP. (1) 8 SPOOL ° 2" B. 0. AND BLOCKING ca r W v - - > SW 4TH PL. SW 4TH PL. INSTALL FINAL CONNECTION. O '-' � INSTALL SHACKLE RODS 1 8 SPOOL � I I FROM TEE TO BEND. (1) 8" SLEEVE a, EX. 8" PROP. 8 W EX. 8" PROP. 8 W JAI Alr' �0 SW 3RD PL. SW 3RD PL. � STA. 0 +89.5, EX. 12" W EX. 12 7.5' L T " W W _ CONNECT TO EX. 8" Dl. REMOVE AND CAP — LLI STA. 5 +67.3, 10.1 RT W > EXISTING WA TER LINE. > INSTALL ET TAP CD Q W (1) 8" SLEEVE CD (1) 12"x8" TAPPING TEE W/ � _ N THRUST BLOCK �_ N (1) 8" CAP (MJ) (1) 8 G (FLxMJ) z G W G W G DO NOT DISTURB EX. (1) 8" SPOOL THRUST BLOCK AND W (1) 8" 90° BEND W/ THRUST 0- o o BEARING SOIL. BLOCK o W W (1) 8" CAP (MJ) W cj_ QL_ TESTING DETAIL FINAL CONNECTION DETAIL TESTING DETAIL FINAL CONNECTION DETAIL Q z 1 CONNECTION DETAIL (__2 CONNECTION DETAIL O C7511 POWELL AVE. AT SW 3RD PL S TA. 5 +67 SW 4TH PLACE 40 I— SCALE: C-10 NOR TH SCALE: I"=10' NOR TH 0 z Q W U) O CLOSE EX. GA TE VAL VE uj INSTALL FINAL CONNECTION. O AND REMOVE VALVE BOX. W > (1) 8" SPOOL > CV TYPICAL FOR ALL I Q I Q ( (1) 8 SLEEVE ABANDONED VA VES) U) U) ICO Q I Q INSTALL TEMPORARY 8" CAP (MJ) AND 2 " BLOW OFF ASSY. W/ 0 THRUST BLOCKING. ° SW 4TH L. SW 4TH PL. 11 Or +IH EX. 8 "W EX. 8 "W EX. 12 " W EX. 12 W AND CAP EX. 12 "W (1) 12 "CAP WITH CONC. THRUST BLOCK STA. 11+48.2, 6.9' RT INSTALL WET TAP (1) 12-x8- TAPPING TEE W/ THRUST BL OCK (2) 8" G V (FLxMJ) TESTING DETAIL FINAL CONNECTION DETAIL 3 CONNECTION DETAIL �CJD�lS W 4TH PL AT THOMAS AVE. SW SCALE: 1 " =10' NOR TH AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BOIL T RECORD BASED ON INFORMATION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. O� p vW�WS�G' SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR �0 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL NAD 1983/1991 �� CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 ONE CA L L REFERENCE ONLY. C 0 NTRACTO R `� 2 DESIGNED: FIELDBOOK: : 0 3 AS —BUILT INFORMATION ADDED Aw 11/20/12 AW, JH � CONNECTION DETAILS PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: RENT 0 N 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS �0 44863 �� CHECKED: W,J H ONE INCH DRAWING N0: w '`� 'lc_ �� �� AG, DC, AW, JH AT FULL SCALE Planning /Building /Public Works Dept. DI Z PRIOR TO CONSTRUCTION. FSS/ ONAL ECG N O . REVISION BY DATE A P P R APPROVED: C NOT ONE INCH SHEET: OF: SCALE ACCORDINGLY RECORD DRAWING/AS=BUILT U- AG, DC, LH 22 32 3082