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HomeMy WebLinkAboutR-3693098ti lei 0 U) 0 U (D ry WETWELL � VAL VAULT L c Lr C a- N N N CD N 0 Q Q 0 I FEDAID: STPUL-1276(004) w HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION > PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. Al C PS-9 � VALVE VAULT 8" PVC DRAIN FROM YARD CATCH BASIN 4'-0" 11'-10" 0. WETWELL NOTES CONT.: 1' —0 3/4" /__� PS REINFORCED 40 WETWELL VENT. SEE 3 P 3 CONCRETE r4 TOP SLAB S-29 41 PROVIDE REMOVABLE CHAIN ACROSS OPENING WHEN HATCHES ARE IN THE "UP" POSITION. CHAIN SHALL ATTACH TO REMOVABLE BOLLARDS WHERE SHOWN REMOVABLE OR TO EYELETS INSTALLED ON THE UNDERSIDE OF THE ACCESS HATCHES. 44 BOLLARD 1 MAX. CHAIN HEIGHT=45" (TYP OF 2) S-30 MIN. CHAIN HEIGHT=42 NDICATES HATCH OPENING DIRECTION REINFORCED O 3 CONCRETE 17 20" CL 53 DI SPOOL. (FLG). LENGTH AS REQ'D. S-29 TOP SLAB 18 6'-0" x 4'-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H2O RATED. LW PRODUCTS HDSBS-3C OR APPROVED EQUAL. NOTES: 19 9'-0" x 7'-6" (INTERNAL DIMS) PRE —CAST CONCRETE FLOW —METER VAULT. FULL THICKNESS. UTILITY VAULT CUSTOM OR APPROVED EQUAL. 01 SUBMERSIBLE WASTEWATER PUMP WITH QUICK DISCONNECT ASSEMBLY AND LIFTING RAILS. ITT FLYGT 20" CL 53 DIP (PE). LENGTH AS REQ'D. MODEL CP 3202 LT WITH 314 MM IMPELLER, OR APPROVED EQUAL. 21 24"x20" CONCENTRIC REDUCER (MJ). O2 10 INSIDE DIAMETER WETWELL. WALL C. ASTM C-478. O3 12'-0" x 12'-0" (INTERNAL DIMS) PRE —CAST CONCRETE VALVE VAULT. FULL THICKNESS. UTILITY VAULT 0 24" DI FORCEMAIN. SEE DWG PS-2 FOR ALIGNMENT AND PROFILE. CUSTOM SIZE OR APPROVED EQUAL. �3 20" IN —LINE MAGNETIC FLOW METER (FLG). SIEMENS SITRANS FM OR APPROVED EQUAL. ® 8'-0" x 5-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H2O RATED. LW PRODUCTS HD—SBS-4D OR APPROVED EQUAL. 2 ® MOUNTING PLATE FOR PORTABLE DAVIT CRANE. SEE PS-11 O5 36" DI INFLUENT GRAVITY SEWER. C 20" RESTRAINED FLANGE COUPLING ADAPTER. ROMAC RFCA OR APPROVED EQUAL. TYPE 1 REMOVABLE BOLLARD (TYP OF 5). REFERENCE CITY OF RENTON STD PLAN H019. 7 72" DIAMETER INLET MANHOLE. WALL C. REFERENCE CITY OF RENTON STD PLAN 400.1 © 4" PVC VAULT DRAIN PLUMBED TO WETWELL. ® 1 ® FLEXIBLE RUBBER GASKET. KOR—N—SEAL OR APPROVED EQUAL FOR PIPE SIZES 1" AND LARGER. GROUT FRP RETRACTABLE LADDER. SEES-28 SEAL PIPES UNDER 1" WITH NON —SHRINK GROUT. �9 9'-0%6'-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED LW PRODUCTS O9 12" SS 90° ELBOW. (WELDED) HD-5 OR APPROVED EQUAL. 30 1 10 12" SCHED 80 SS DISCHARGE PIPE. LENGTH AS REQ'D. (FLG X PE OR WELDED) LEVEL SENSOR INSTALLED IN STILLING WELL. SEEPS-11 31 1 11 12" FLEXIBLE PIPE COUPLING FOR DISSIMILAR PIPE MATERIAL WITH RESTRAINT SYSTEM. ROMAC 501 W/ CABLE TRENCH SYSTEM. SEEPS-4 600 SERIES RESTRAINT OR APPROVED EQUAL. EMBED LUG BOLTS MIN. 3" IN SUPPORT BLOCK. 30 12" CL 53 DI DISCHARGE PIPE (PE). LENGTH AS REQ'D. 12" IN —LINE PRESSURE GAUGE. ASHCROFT OR APPROVED EQUAL (FLG). 12" FL SWING CHECK VALVE. M&H VALVE CO., STYLE 259-02 OR APPROVED EQUAL (FLG). 12" PLUG VALVE W/GEAR OPERATED HAND WHEEL. APCO SERIES 500 OR EQUAL (FLG). 15 20" BLIND FLANGE (FLG). 16 20"X12" REDUCING TEE (FLG) ri` STORM PUMP STATION WETWELL AND VAULTS - PLAN �i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 SCALE: 1 /2"=1 '-0" NO. 33 CONCRETE SUPPORT BLOCK. MINIMUM DIMENSIONS AS NOTED. �4 12" RETAINER GLAND EMBEDDED IN CONCRETE SUPPORT BLOCK. 35 20" RETAINER GLAND EMBEDDED IN CONCRETE SUPPORT BLOCK. 36 20" FLEXIBLE RESTRAINED PIPE COUPLING FOR PE DI PIPE. ROMAC 40ORG OR APPROVED EQUAL. 30 4'-0" X 4'-0" SINGLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED. LW PRODUCTS HS-5 OR APPROVED EQUAL. 38 36" KNIFE GATE VALVE (FLG) ON INLET SEWER. MANUALLY OPERATED W/ HANDWHEEL. RED VALVE SERIES G OR APPROVED EQUAL. 39 36" FLANGE WELDED TO INLET SEWER. R-369398 SURVEYED: SCALE: "��' NAVD 19� HORIZONTAL: NAD 1983/1991 ,� Y C, "� CITY OF STRANDER BOULEVARD EXTENSION UAit: 8/6/14 AS SHOWN � � RENTON PHASE 1 SEGMENT 2A DESIGNED: MCH ALDBOOK: � �' , DRAWN: VKB ONE INCH DATUM Public Works Department Approved For Construction STORM PUMP STATION WET WELL AND VAULT PLAN DRAWING NO: PS - 6 CHECKED: NAS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: SHEET: OF: - Robert M. Hanson P.E. Date 105 231