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Home My WebLink AboutWWP2703548.4Z CD W � X Q W Z ry U W LLJ O W Q� (/) a_ W W W m r� Q W J LLI Lf; LLJ 0 cr z N U W V W W Z a r- W z N Z O Lu Z_ O co J GRAPHIC SCALE 20 0 10 20 A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M. F_ co -``'� I: Lu a. ', SANIT STREETLIGHTARY SEWER MANHOLE (SSMH #1 PROJ SA13) • RIM 432.6 I E 424.2 8" WATER CONTRACTOR TO CONFIRM INVERT ELEV WTR-27889 RENTON TRENCH RESTORATION & STREET y.'.; %.`;; '•. I 1,;:'`, � ..';'` °"' a r,l' i STORM DRAIN MANHOLE 0VERLAYREQUIREMENTS . 1 - 6" PVC SIDE -�'' RIM 432.4 v� RAT2 L - IE 424.9 LOCKED LID SEWS 00 /° � `� ��O 1 „ • ` o �° N 9 _ 5,0' TYPE 2 SSMH #1 - STA 10+61.03 D-4 5 `� - �' RIM - 432.33 RAILROAD TIE (TYP) lF_ = 426.95 6" SIDE SEWER @ 2 / - ATt 1IfI ANT ASSEMBLY t - - -1 - FIRE HYDRANT ASSEMBL Y 0 1-8X W WATERLINEBLUEPAINT (TYP.) RRIV-WMEN 1 6 ' CSPACE PALE FROM EDGE WATER METER (3) OF PUBLIC RIGHT-OF-WAY AROUND HYDRANT HEAD A1074.b' O SUPPL Y PIPING v� I I - 6" PVC SIDE I TRAII FR SEWER AT 2.00 N 01 °03' 12" E 134.0' - MARKER -MARKER I; I TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) -MARKER H FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) ,7' Fml C �I - - �- 4• RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) HYDRANT_MARKERS -MARKER ON SIDE STREETS WHERE THE HYDRANT 15 WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET -MARKER H FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04 /04 DWG. NAME:6103 SP PACE:8103 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUFLLER SUPER CENTURION 200, AND WATEROUS PACER NTH 6" MECHANICAL JOINT INLET NTH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2- HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4 875" SEATTLE THREAD X 5" STORZ, ATTACHED NTH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY- M OORE/P RESERVA DVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DFPARTMENT. FIRE HYDRANT FXTENSION TO BE USED IF REQUIRED. 18" TO 20' BEHIND BACK OF CURB OR 12' BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWOPIECECAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION •'E 4,875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8090). MAX 4" RAISED PAVEMENT MARKER TYPE 88 M N 1 AS STIMSONITE TWO-WAY BLUE. 42" MIN r CONCRETE BLOCKING VS MAIN LINE TEE. WITH 5" FLANGE SIDE OUTLET. �6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILEIRON PIPE. GLASS 52 CEMENT LINED, LENGTH TO FIT 16" x 8" x 4" MININUM 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. CONCRETE BLOCK UNDER HYDRANT 1/2 YARD WASHED DRAIN ROCK (3"TO 3/8") MIN. l' ABOVE BOOT FLANGE. PLACE 8MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL.FIRE HYDRANT ASSEMBLY LEVEL ALL. GROUND MIN 3' RADIUS LEVEL ALL GROUND MIN 3' RADIUS 4.875° x 5' l STORZ 16 1 ONE MAN ROCK ® 6 FI LL CUT HYDRANT LOCAT ON IN CI 7 OR FILL FIRE HYDRANT ASSEMBLY DETAIL p ADOPTED CITY OF RENTON RECESSED LIFT POCKET ^^^ T ^ I 1 11" - 12)14"- 14" - CAST IRON RING NQTES 1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 3598 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 8 OR 6 INCH CI.EANOUT 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-D" SQUARE CONCRETE. CLASS 3D00, PAD AROUND THE RING AND COVER. 4. IN ASPHALT ROADWAYS. RESTORE AROUND CLEANOUT RING AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWING OR36, �.�" OF RENTON STANDARD PLANS STANDARD PLANS �- 12T DA7E:03/2005 DATEtBYAPPR 2EV!SION DWG. NAME: BD76- 1 SP PAGE: B076.1 CONCRE CLASS 2 TIGHT !_SATE - - DWG. NAM -: 8102 SP PAGE:B102 REVISI�'J BY APPR DI g PREPARED RECORD DRAWING KAL 1211 U K BILL SHIPLEY, PLS Di SCALE. 1" = 20' Vex NAVD 19M HORIZONTAL. NAD 1983/1"l DATUM 5 REVISED PER CITY COMMENTS KAL AL DESIGNED- K. LITCHFIELD P.E. 4 REVISED PER CITY & OWNER COMMENTS KAL 3 HEVIS ED PER CITY & OWNER KAL DRAWN: K. LITCHFIELD P.E. ONE INCH 2 REVISED PER CITY & OWNER COMMENTS KAL 5 09 KAL 1APPR CHECKED: K. LITCHFIELD P.E. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0 . REVISION BY DATE APPROVED-. SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION- PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL- BF PLACED FQUALLY ON BOTH SIDES OF THE PIPE IN I AYERS WITH A I OOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35. OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS LO MATCH PAVING. ..g 436 432 424 SSW' STA. 1 #1 +61.03 (COS) 8" IE = 26.96 I I I I I I I 59LF - 8"SS, S=0.047 N M SEWER MAIN � M 11+00 S=3 54804 N VO STAMP NOT VALID UNLESS SIGNED AND DATED HE, MIN 436 432 1428 I I 424 EX. SSMH STA, 10+00, 0.O' RT (SSMH #1 PROJ S-413) RIM 432.E IE = 424.2 (CONFIRM) 10+00 BY RECOMMENDED FOR APPROVAL DA TE: BY DA TE: BY BY DATE: DA TE: BY DATE: }: CITY OF "BETTER SFR SEWER EXTENSION RENTON Works Dept. RECORD DRAWING Planning/Building/Public Z-f P 12/27/2010 L K: PAGE: r m Y d m m (IQ N aN� � w z (� Q z