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HomeMy WebLinkAboutR-394527co 1 W HORIZONTAL BEND z 0 o a z a TEE or I— Uj rry•,� \ z a VERTICAL BEND A portion 0f the NW 1/4 0f the NE 1/4 0f Section 32, Township 23 N. , Range 5 E. , W.M. City 0f Renton, King County, Washington VALVE ANCHOR ALTERNATE VERTICAL BEND -1" BARS PLUGGED TEE PLUGGED CROSS PLUGGED CROSS ! STEEL SHIM PLATE '1 � O NOTES: L 1. ALL CONCRETE FOR BLOCKING SHALL BE A T BLANK PLUG FIVE (5) SACK MIX. H 2. ALL BLOCKING SHALL BE POURED AGAINST 0 PLUGGED END FOR FIRM, UNDISTURBED EARTH. CV FUTURE EXPANSION T w CONCRETE BLOCKING DETAIL NTS CONC.J BLOCKING DETAIL )LOCKING 10 VENT BOX SHALL BE (D STANDARD WATER METER BOX PER BRASS PIPE, DETAIL W-17. PLAN SEE BY-PASS DETAIL INSTALL ON VAULT SIDE WITH THE LEAST If CONFLICTS. ELEVATION 1 -S" 90' PVC BEND -s" ELECTRICAL PVC CONDUIT -SEE PIPE SLEEVE DETAIL II TO BE INSTALLED II DOUBLE CHECK PIPE SLEEVE BY DISTRICT r VALVE W/PORTS LEAD & OAKUM Ili GATE 11 OR EPDXY VALVE SEALANT - - PIPE 15( l GATE VALVE 11 J '1 _ �E �PACKNT DRY TEST PORT (TYP)- VTEST VALVES 3/4" 90' BEND BY-PASS DETAIL (BRASS PIPE) PIPE SLEEVE DETAIL * SEE SHEET 2 FOR ADDITIONAL NOTES & MATERIALS SHEET 1 OF 2 DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY NTS 6" FRONT VALVE MARKER POST ICEWUIfCEU UIVLE33 VMLVE IJ IN PAVEMENT AND TOP OF VALVE BOX IS AT FINISHED GRADE. w 1V CLEAR a w O 0 (9 0 w I 7 ATERMAIN I PROTECTIVE PAD w SIDE 6" FRONT BLOW -OFF ASSEMBLY MARKER POST BLOW -OFF MARKER POST WILL BE REQUIRED UNLESS BLOW -OFF IS IN PAVEMENT. EDGE OF PAVEMENT +I 2" HMA PAVING N MATCH EXISTING GRADE I 1' CLEAR I PROTECTIVE PAD 18"-24" CAST IRON VALVE BOX W/ LID MARKED "WATER" SERIES 940E OR AS APPROVED BY DISTRICT PLAN SECTION VALVE BOX PROTECTIVE PAD NOTE: MARKER POST SHALL BE PAINTED WITH 2 COATS OF WHITE PAINT, LETTERS SHALL BE 2" HIGH AND STENCILED IN BLACK PAINT. MARKER POST SHALL BE LOCATED 10 FT. (MIN.) AWAY FROM EDGE OF ROAD WAY. VALVE BOX PROTECTION w PAD AND MARKER POST 13 NTS PIPE SIZE VAULT SIZES CATALOG # VAULT # COVER # BASE # 3" & 4" 575—LA 575—BL 57TL-30C 575—BL 6" & 8" 4484—LA 4484—ML 4484TL-30C 4484—BL 10" 5106—LA 5106—ML 5106TL-30C 5106—BL GENERAL NOTES: WATERMAIN 1. PAINT ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS WITH TWO COATS OF EPDXY AS APPROVED BY THE DISTRICT. USE TNEMEC SERIES 135 CHEMBUILD, MODIFIED POLYAMIDOAMINE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 2. THE ABOVE VAULT SIZES WERE SUPPLIED BY UTILITY VAULT CO. AS A REFERENCE FOR REQUIRED VAULT DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 3. ALL ACCESS COVERS MUST BE MARKED "WATER" & BE LOCKING & TRAFFIC BEARING AS REQ'D BY DIST. WITH THREE (3) TAPPED 5/8" HOLES (SEE STANDARD DETAIL W-25C). SQUARE HATCH MAY BE USED, SUBJECT TO APPROVAL BY DISTRICT. 4. CLASS 52 D.I. PIPE IS REQUIRED. MATERIAL LIST O1 HATCH CAST IRON OR ALUMINUM MANHOLE GRATE AND COVER (SEE #3 ABOVE). O2 LADDER RUNGS CAST IN PLACE 3/4" GALV. BAR AT 12" O.C. OR FABRICATED ALUMINUM LADDER SECURED AT TOP AND BOTTOM. O3 CONCRETE VAULT— SUBMIT DETAILS FOR APPROVAL (SEE TABLE ABOVE). ® DETECTOR DOUBLE DETECTOR CHECK VALVE ASSEMBLY MUST BE APPROVED FOR INSTALLATION IN WASHINGTON STATE. TYPE SHALL BE APPROVED BY THE DISTRICT. O5 VALVE TWO EACH, AWWA, FLANGED OS & Y GATE VALVES WITH HANDWHEELS. MUST BE LOCATED INSIDE OF VAULT. © COUPLING ADAPTOR- TWO EACH, CAST IRON, FLANGE BY MECHANICAL JOINT WITH RESTRAINT. O7 FLOOR DRAIN 4" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH. ALTERNATE: WATERPROOF VAULT w/ XYPEX & SUMP PUMP. ALTERNATE MUST BE APPROVED BY THE DISTRICT AND WILL BE ALLOWED ONLY IF DAYLIGHT DRAIN IS EXTENDED OVER 300 FEET. ® WATER METER 5/8" x 3/4" TO BE INSTALLED BY THE DISTRICT. O9 PIPE STAND 1" SCHEDULE 40 GALVANIZED PIPE STAND & BASE BOLTED TO FLANGE. 10 TEE 3/4" BRASS WITH 3/4" PLUG. 11 GATE VALVE 3/4" BRONZE BYPASS GATE VALVES (ASTM B62). 12 WATER MAIN CLASS 52 D.I. PIPE WITH RESTRAINED JOINTS. 13 WALL FLANGE TWO EACH * SEE SHEET 1 FOR ADDITIONAL DETAILS SHEET 2 OF 2 DOUBLE CHECK DETECTOR M BACKFLOW PREVENTION ASSEMBLY ncn NO. REVISION 2" CUBE KNESS 2 14" CUBE (INSIDE MEASUREMENTS) 1/8' MINIMUM THICKNESS NOTES: LENGTH AS REQUIRED TO PUT OPERATING NUT TWO (2) FEET FROM SURFACE. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. w� VALVE OPERATING NUT EXTENSION NTS 30"x6" LOCKING FRAME & COVER UTILITY VAULT CO: TAPPED p" N.C. THREAD 30" x 6" (TYP 3 PLACES) 30" DIA. CLEAR OPENING FLANGED DOWN LOCKING FRAME & COVER DETAIL SURVEYED: DESIGNED: S. TATU, PE DRAWN: ST CHECKED: BY DATE APPR APPROVED: NTS SCALE: VERTICAL: NAVD 1988 SEE PLAN HORIZONTAL: NAD 1983/1991 CITY OF %R RENTON ONE INCH DATU M Al FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 18"-24" CAST IRO!' VALVE BOX W/ LID MARKED "WATER" SERIES 940B OR A APPROVED BY DIST DOUBLE STREET ELBOWS MANHOLE RING 6 OLYMPIC FOUND? MH30A D/T MAR "WATER" w/ 4" CONCRETE GRADE RING Wil0 CURB 2" SCH. 120 PVC PLUG 3'-0" MIN. I 1 4" CONCRETE / GRADE RING 2" GALV. IRON 18 COUPLING � Mil 2" GALV. IRON PIPE, LENGTH TO SUIT 2" GALV. IRON PIPE — DOUBLE STREET ELBOWS T „a» MAIN �.vlv�.r�L I L oLv�.r�uvv (SEE BLOCKING DETAILS) MAIN 12" TO 18" I STD. CAST IRON VALVE ov BOX 2" GALV. IRON PIPE I Z2' GATE VALVE W/ 2" SQUARE OPERATING NUT 2" TAPPED CAP-/ NOTE: LOCATE BLOW -OFF ASSEMBLY AS CLOSE AS POSSIBLE TO MAIN. 2" BLOWOFF ASSEMBLY -IN PAVING NATIVE MATERIAL IF APPROVED BY DISTRICT AND RIGHT-OF-WAY AGENCY CONSTRUCTION REPRESENTATIVE 12" MIN. 6" MIN. NTS SUBGRADE 3' MIN. 95% COMPACTION 90% COMPACTION 90% COMPACTION SOILS ENGINEERING i 90% COMPACTION ' DETAIL NEEDED L- - - - - - - NOTES: 1. BEDDING -IN RIGHT OF WAY, DRIVEWAY PARKING LOTS, PAVED AREAS, AND NON - PAVED AREAS. 2. BEDDING FOR RIGID PIPE -NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND RIGHT-OF-WAY AGENCY CONSTRUCTION REPRESENTATIVE. 3. TRENCH BACKFILL, BEDDING AND MATERIAL TO CONFORM TO RIGHT-OF-WAY AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. 1 PIT RUN 3" MINUS CRUSHED ROCK 5/8"-1 1/2" PIT RUN 3" MINUS CRUSHED ROCK 5/8"-I1 1 /2" I SAND -SOIL ENGINEER APPROVAL & COMPACTION TEST REQUIRED PEA GRAVEL 5/8" MINUS CRUSHED 2"-4" ROCK OR OTHER MATERIAL LISTED ABOVE TRENCH WIDTHS NOMINAL P DIAMETER MINIMUM EARTH MINIMUM ROCK MAXIMUM 2 18 24 36 3 18 24 36 4 18 24 1 36 6 21 24 36 8 24 24 36 12 28 28 40 (IN INCHES) It co T 0 O 1 T w TYPICAL TRENCH DETAIL 33 NTS z IN COMPLIANCE WITH CITY OF RENTON STANDARDS a ASIAN RESTAURANT ADDITION 17630 108TH AVENUE SE, RENTON, WA 98005 R-394512 DETAILS WATER SYSTEM z a a I— V J W DATE: 0 5-04-2017 PAGE: DRAWING NO: C-3.4 Q SHEET: OF: 12 15