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HomeMy WebLinkAboutS-381905ELEV 22,2' ELEV 21.2— Lem 6' - ELEV 10.2- ELEV 6.2'- 4' 6' DEEP SUMP IN STRUCTURAL- SLAB TRUCTURALSLAB FOR TRANSFER PUMP W= 1, SEE STRUCTURAL DRAWINGS FOR REBAR DETAILS, 2, GRANULAR BACKFILL BELOW ELEV 26.8' TO SUBGRADE, ALL BACKFILL AROUND VAULT AND WETWELL COMPACTED TO 95%, 1 ELEVATIONS NAVD 88 DATUM, ELEVATION VIEW SECTION A -A 33ROUT SEAL (BOTA SIDES) SUMP PUMP —INVERT ELEV 16.5' SEE PLAN VIEW FOR ORIENTATION WEIR, ELEV 16,1' maial -m I a u-umuw-m " 11 I rzq -a-.I i'rA I a irn mi m gll&� WS --6' PVC WATER STOP PLUS BENTONITE 3/4" x V RIBBON (TYP,) ATTACHED TO BEVEL FACE. FILLET 'S BASIN 16.1, OVERFLOW TO EMERGENCY STORAGA HIGH ALARM 15,6' TO TELEMETRY/PUMP CONTROL PLC LAG PUMP ,it 154' TO TELEMETRY/PUMP CONTROL PLC LEAD PUMP ON 14,6' TO TELEMETRY/PUMP CONTROL PLC PUMPS OFF it'll TO TELEMETRY/PUMP CONTROL PLC LOW ALARM 1061 TO TELEMETRY/PUMP CONTROL PLC 9.31 MIN.PUMP SUBMERGENCE 7.8' FINISH FLOOR !y CITY OF 7REENTON] pwn"In~In� le w Dpt Dpt, 3 E2 J���REARR�A.IE �___o 14M AS -BUILT AS_BU'LT SITE �111 RIC' nF 'N RFVIFW' ORIGINAL ISSUE REX" LIP Lp By 2-13- B -2 - 6-11 !10ATEEE