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Home My WebLink AboutS-27930AWETWELL VENT, IN j� DRYWELL VENT EXHAUST PEDESTAL ONLY PLAN 3/4" DIA. REDUCED PRESSURE ASSEMBLY EQUAL TO FE3CO MODEL INSULATED ENCLOSURE WITH LOCK, 825YA ANGLE PATTERN. HEAT SOURCE, AND DRAIN PORTS. \ LOK BOX, MODEL H875 OR APPROVED EQUAL. CENTER ENCLOSURE OVER 3/4" DIA. ISOLATION VALVE, PIPING. EACH SIDE AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER 3/4° HOSE E3 4 GFI RECEPTACLE 12" MIN. I ANCHOR ENCLOSURE TO - PAD W IH (4) SS 1/2° ANCHOR. BOLTS_ CONDUIT TO MOTOR CONTROL PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. RACKFLOW PREVENTION AND ENCLOSURE DETAIL NOT TO SCALE CUT SLEEVE PIPE TO ALLOW RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. 1 %" DIA SS SOLID BAR 1" DIA SS SOLID RUNG LOWER LADDER NOT TO SCALE LADDER, SHOWN TRANSPARENT FOR CLARITY. STAINLESS STEEL PIPE, 6" LENGTH. SELECT TO PROVIDE INSIDE DIAMETER OF 1 -9/16° MIN TO 1- 11'/16 MAX. 2 x1/e" BENT STAINLESS STEEL ANGLE. ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8" OFFSET FROM WALL. 3 "x3 "x %" BASE PLATE, WELD CONTINUOUS TO LADDER RAIL. LOWER LADDER GLIDE NOT TO SCALE INSIDE WALL OF CONCRETE 1/4" SS CLEVIS GRAP 3/4" SS EYE BOLTS AND a HOOK WITH SAFETY LATCH HILTI "HIT 100" DRILL AND 1/4" SS CHAIN (TYPICAL) EPDXY ANCHOR SYSTEM INTO WET WELL WALL. Y� MINIMUM EMBEDMENT 6 ".Ti353�s (TYPICAL) A 3' -6„ TOE PLATE a CLEANING PAD - SEE DWG NO. TE1 FOR DETAILS SAFETY CHAIN DETAIL NOT TO SCALE AM I -IN -w f } %" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN 4" INTO WETWELL WALL. 3/4" SS TUBE FOR HINGE. WELD TO HOOK BAR. 14 "x2 "x1/8" SS BAR. BEND END INTO HOOK TO CAPTURE LADDER RUNG. LOWER LADDER HOLD HOOK NOT TO SCALE 4" ASPHALT IN TWO LIFTS. WIDTH BY CONTRACTOR 6" CRUSHED SURFACING TOP COURSE. CONFLICTING UTILITIES NOT SHOWN THIS DETAIL. N STRUCTURAL FILL. COMPACTED 92% OF MAXIMUM DRY DENSITY PER DIFIED PROCTOR (ASTM 1557D). V 4" FORCE MAIN AND ALL V DUCTILE PIPING V PIPE BEDDING MATERIAL (TYPICAL) PIPE TRENCH DETAIL NOT TO SCALE - - ACCESS HATCH - \ 1 6-° a WETWELL 4° :a ° a '4. FIBERGLASS : DESTAL, MINIMUM a 4. /1 2 "0 GALVANIZED !NSID DIMENSIONS AS NECESSARY TO CONDUIT TO STEEL PIPE INSTALL VENT PIPES MAXIMUM °'• TELEMETRY. DIMENSIONS OF 12 "Wx121. EQUAL TO ANCHOR SYSTEM EQUAL TO HILTI KERNEY /WESTERN POWERGLASS SECONDARY PEDESTAL. "HIT C100" WITH SS NUT AND 4 PROVIDE 6 "x6" STAINLESS TOPPING GROUT STEEL OR FIBERGLASS LOUVER VALVE VAULT FLOOR. a a VERTICAL AND INSECT SCREEN. w p -07 -1792 NOT TO SCALE 24 .:4.'.a:. 4 '. HASP AND PADLOCK TO MATCH WETWELL LOWER LADDER a } f 6" MIN a, . a° CITY KEY". I 12" MIN a, WETWELL ° P UPPER �� LADDER a' e 3` SCH 80 PVC WETWELL VENT 6" SCH 40 PVC DRYWELL VENT 4 CLEHP: ELEVATION 16 :a._Q. a: \\ y / 4 :.4:. ° 12" 3/4" DIA. REDUCED PRESSURE ASSEMBLY EQUAL TO FE3CO MODEL INSULATED ENCLOSURE WITH LOCK, 825YA ANGLE PATTERN. HEAT SOURCE, AND DRAIN PORTS. \ LOK BOX, MODEL H875 OR APPROVED EQUAL. CENTER ENCLOSURE OVER 3/4" DIA. ISOLATION VALVE, PIPING. EACH SIDE AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER 3/4° HOSE E3 4 GFI RECEPTACLE 12" MIN. I ANCHOR ENCLOSURE TO - PAD W IH (4) SS 1/2° ANCHOR. BOLTS_ CONDUIT TO MOTOR CONTROL PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. RACKFLOW PREVENTION AND ENCLOSURE DETAIL NOT TO SCALE CUT SLEEVE PIPE TO ALLOW RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. 1 %" DIA SS SOLID BAR 1" DIA SS SOLID RUNG LOWER LADDER NOT TO SCALE LADDER, SHOWN TRANSPARENT FOR CLARITY. STAINLESS STEEL PIPE, 6" LENGTH. SELECT TO PROVIDE INSIDE DIAMETER OF 1 -9/16° MIN TO 1- 11'/16 MAX. 2 x1/e" BENT STAINLESS STEEL ANGLE. ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8" OFFSET FROM WALL. 3 "x3 "x %" BASE PLATE, WELD CONTINUOUS TO LADDER RAIL. LOWER LADDER GLIDE NOT TO SCALE INSIDE WALL OF CONCRETE 1/4" SS CLEVIS GRAP 3/4" SS EYE BOLTS AND a HOOK WITH SAFETY LATCH HILTI "HIT 100" DRILL AND 1/4" SS CHAIN (TYPICAL) EPDXY ANCHOR SYSTEM INTO WET WELL WALL. Y� MINIMUM EMBEDMENT 6 ".Ti353�s (TYPICAL) A 3' -6„ TOE PLATE a CLEANING PAD - SEE DWG NO. TE1 FOR DETAILS SAFETY CHAIN DETAIL NOT TO SCALE AM I -IN -w f } %" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN 4" INTO WETWELL WALL. 3/4" SS TUBE FOR HINGE. WELD TO HOOK BAR. 14 "x2 "x1/8" SS BAR. BEND END INTO HOOK TO CAPTURE LADDER RUNG. LOWER LADDER HOLD HOOK NOT TO SCALE 4" ASPHALT IN TWO LIFTS. WIDTH BY CONTRACTOR 6" CRUSHED SURFACING TOP COURSE. CONFLICTING UTILITIES NOT SHOWN THIS DETAIL. N STRUCTURAL FILL. COMPACTED 92% OF MAXIMUM DRY DENSITY PER DIFIED PROCTOR (ASTM 1557D). V 4" FORCE MAIN AND ALL V DUCTILE PIPING V PIPE BEDDING MATERIAL (TYPICAL) PIPE TRENCH DETAIL NOT TO SCALE - - ACCESS HATCH - \ 1 6-° a WETWELL 4° :a ° a '4. STANDON ADJUSTABLE PIPE SUPPORT a 4. /1 2 "0 GALVANIZED AS REQUIRED CONDUIT TO STEEL PIPE °'• TELEMETRY. (2) 5/8 "0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI 1 a "HIT C100" WITH SS NUT AND 4 WASHER, EMBED 4" MINIMUM TOPPING GROUT vQ v VALVE VAULT FLOOR. a a VERTICAL PIPE SUPPORT w p -07 -1792 NOT TO SCALE 3/4" DIA. REDUCED PRESSURE ASSEMBLY EQUAL TO FE3CO MODEL INSULATED ENCLOSURE WITH LOCK, 825YA ANGLE PATTERN. HEAT SOURCE, AND DRAIN PORTS. \ LOK BOX, MODEL H875 OR APPROVED EQUAL. CENTER ENCLOSURE OVER 3/4" DIA. ISOLATION VALVE, PIPING. EACH SIDE AIR GAP DRAIN, ROUTE TO DRAIN PORTS 3/4" DIA. "Y" STRAINER 3/4° HOSE E3 4 GFI RECEPTACLE 12" MIN. I ANCHOR ENCLOSURE TO - PAD W IH (4) SS 1/2° ANCHOR. BOLTS_ CONDUIT TO MOTOR CONTROL PANEL PIPE FROM WATER METER. PIPE TO VALVE VAULT. RACKFLOW PREVENTION AND ENCLOSURE DETAIL NOT TO SCALE CUT SLEEVE PIPE TO ALLOW RUNGS TO PASS THROUGH UNOBSTRUCTED. FILE EDGES SMOOTH. 1 %" DIA SS SOLID BAR 1" DIA SS SOLID RUNG LOWER LADDER NOT TO SCALE LADDER, SHOWN TRANSPARENT FOR CLARITY. STAINLESS STEEL PIPE, 6" LENGTH. SELECT TO PROVIDE INSIDE DIAMETER OF 1 -9/16° MIN TO 1- 11'/16 MAX. 2 x1/e" BENT STAINLESS STEEL ANGLE. ANCHOR BOLT TO WALL WITH HILTI ANCHORS AND EPDXY. LENGTH AS NECESSARY FOR 8" OFFSET FROM WALL. 3 "x3 "x %" BASE PLATE, WELD CONTINUOUS TO LADDER RAIL. LOWER LADDER GLIDE NOT TO SCALE INSIDE WALL OF CONCRETE 1/4" SS CLEVIS GRAP 3/4" SS EYE BOLTS AND a HOOK WITH SAFETY LATCH HILTI "HIT 100" DRILL AND 1/4" SS CHAIN (TYPICAL) EPDXY ANCHOR SYSTEM INTO WET WELL WALL. Y� MINIMUM EMBEDMENT 6 ".Ti353�s (TYPICAL) A 3' -6„ TOE PLATE a CLEANING PAD - SEE DWG NO. TE1 FOR DETAILS SAFETY CHAIN DETAIL NOT TO SCALE AM I -IN -w f } %" DIA SS BAR BENT INTO "U" SHAPE. ANCHOR MIN 4" INTO WETWELL WALL. 3/4" SS TUBE FOR HINGE. WELD TO HOOK BAR. 14 "x2 "x1/8" SS BAR. BEND END INTO HOOK TO CAPTURE LADDER RUNG. LOWER LADDER HOLD HOOK NOT TO SCALE 4" ASPHALT IN TWO LIFTS. WIDTH BY CONTRACTOR 6" CRUSHED SURFACING TOP COURSE. CONFLICTING UTILITIES NOT SHOWN THIS DETAIL. N STRUCTURAL FILL. COMPACTED 92% OF MAXIMUM DRY DENSITY PER DIFIED PROCTOR (ASTM 1557D). V 4" FORCE MAIN AND ALL V DUCTILE PIPING V PIPE BEDDING MATERIAL (TYPICAL) PIPE TRENCH DETAIL NOT TO SCALE - - ACCESS HATCH - \ 1 6-° a WETWELL 4° :a 45' BEVEL-CUT ° a 4 a a a.r 4 a Q; 4 °_ .c BOTT 4 °` n 4 4- 4. e:1 4 a 4 a 4 a 4 a 4: OM OF PIPE STARTING AT CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE REVISED TO CONFOPM TO CONSTRUCTION RECORDS A PM- DA MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB I MM 07/18/0 NO, REVISION I BY` IREVIEW1 DATE RH2 ENGINEERING. INC. L. A v SA 9 o wAsgr �G k ENGINEERS BOTHELLOFFICE PLANNERS- SCIENTISTS EAST WENATCHEE OFFICE .g, 22780 ro °�c�7n18R'l SIGNED: DRAWING; IS NOT TO SCALE 11/11/99 E %FIRES 3 19/2002 F BAR IS NOT 2" LONG 0 1" 2" CITY OF RENTON -1999 SEWER LIFT STATION REPLACEMENT PROJECT , TALBOT CREST LIFT STATION MISCELLANEOUS DETAILS JOB No FILE ENGINEER REVEW*B OATS ",f,ALE PLOP ➢WG NO ^HEEL 199.054 1 TAL -DETR I SLR I M.M I NOV 22. 2000 SHOWN 17-62 1 10-112 CZ) . 5- ? 47.fe, A `L 1;1 I:'1 ° a '4. PVC COATED GRC a 4. ° CONDUIT TO °'• TELEMETRY. 1 a 4 4. e 00 44 ° o 4.' - 4 a 4. a: :.:..4 -. 4. .:4.'.a:. 4 '. WETWELL LOWER LADDER a a, . a° a, WETWELL ° P UPPER LADDER a' e ,4 4 CLEHP: PAD :a._Q. a: Q 4 :.4:. ° °: ° 4" 0 SCH 40 PVC PIPE. MOUNT FLUSH WITH 4 :�a 1' BOTTOM OF WETWELL -0" TRANSDUCER CABLE a ° •a a 4 c': 4 A -: SECURE TO WALL WITH STAINLESS STEEL a MECHANICAL PIPING NOT CLAMPS AT 3' -0" O.C. ° n -:. A: SHOWN THIS VIEW FOR 6'�e °e LEVEL TRANSDUCER a.•- 4r ° ": :a " °. .a _v :-,a a . 45' BEVEL-CUT ° a 4 a a a.r 4 a Q; 4 °_ .c BOTT 4 °` n 4 4- 4. e:1 4 a 4 a 4 a 4 a 4: OM OF PIPE STARTING AT CENTERLINE LEVEL TRANSMITTER DETAIL NOT TO SCALE REVISED TO CONFOPM TO CONSTRUCTION RECORDS A PM- DA MARK MILLER 07/18/00 RH2 ENGINEERING INC. DATE REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB I MM 07/18/0 NO, REVISION I BY` IREVIEW1 DATE RH2 ENGINEERING. INC. L. A v SA 9 o wAsgr �G k ENGINEERS BOTHELLOFFICE PLANNERS- SCIENTISTS EAST WENATCHEE OFFICE .g, 22780 ro °�c�7n18R'l SIGNED: DRAWING; IS NOT TO SCALE 11/11/99 E %FIRES 3 19/2002 F BAR IS NOT 2" LONG 0 1" 2" CITY OF RENTON -1999 SEWER LIFT STATION REPLACEMENT PROJECT , TALBOT CREST LIFT STATION MISCELLANEOUS DETAILS JOB No FILE ENGINEER REVEW*B OATS ",f,ALE PLOP ➢WG NO ^HEEL 199.054 1 TAL -DETR I SLR I M.M I NOV 22. 2000 SHOWN 17-62 1 10-112 CZ) . 5- ? 47.fe, A `L 1;1 I:'1