The URL can be used to link to this page

Home My WebLink AboutWWP2703548.2z CD LLJ W :2 X Z W U W w O W Ir Cn IZ Li c) IY W m 0 W W z J LL l l t F e C u u U C LL Z d LL 2 n Z tL O z O co LOW A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M. I U1 x T/�iY T /9c �s NI N% L NOTE TO CONTRACTOR: 0 ALL DISTURBANCE TO PRIVATE OR PUBLIC PROPERTY AS A RESUL T OF THE PROJECT SHALL BE RESTORED GRAPHIC SCALE TO PRE-EXISTING CONDITION OR BETTER TO THE 8" WATER CONTRACTOR TO CONFIRM INVERT ELEV SATISFACTION OF THE CITY INSPECTOR OR PRIVATE WTR 27889 . 20 O 10 20 PROPERTY OWNER AS APPLICABLE S S S L _CONTRACTOR 20' SHALL POTHOLEAND VERIFY 45 I i DEPTH PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND CITY IF CONDITIONS VARY �' THAN WHAT IS EXPECTED OR ANTICIPATED. a ", CONNECT TO EXISTING SSMH PER C.O.R. STDS STA. 10+00 THIS PROJECT = STA. 0+04 8' RT C.O.R. 3 PARALLEL 6" PVC SIDE SEWER CLEANOUTS, PROJECT NO. S-413) WOOD FENCE (TYP.) SEWERS AT 1.00 % (MIN.). TYR AT 100' MAX 3y PROVIDE I'SEPARATION 213' 6"PVC SPACING. 1 I BETWEEN PIPES. 211- 61 PVC cLp 138 - 6 PVC 1 S 01003'08" W 134.01 SSCO (TYP.) (PRIVATE) BRICK Ihr I : I / TRENCH LINE TO BE NEATLY SAWCUT. ROAD SURFACING HMA/GRAVEL SECTION TO MATCH 77Tpp �_ � ��: �c-s Nl.: ; I . 1. l I THE MlNIUM THICKNESS OF THE EXISTING WITH H - - - f ' { I r L: _77 - Y ACCEPTABLE HMA 2 00 INCHES CITY RIGHT OF WA 13+00 _ _ ^ _ _�� " IE=426 38 INSPECTOR TO APPROVE PRIOR TO PLACEMENT OF - - - - HMA. " _ _ I 99+08_ ----- --- 6„1NOTE 4 b 0 APPLICANT TO COMPLY WITH CITY OF RENTON TRENCH RESTORAT/ON & STREET �A, �- OVERLGMENTS. S O� F, z- ;:. 2 SSM8H#l1 - STA 10+61.03 RIME " 6" SIDE SEWER Q 2 %MIN. RAILROAD TIE (TYP.) lE = 426.87 PER DETAIL, SHEET 4. (TYP.) RESTORE THE TRENCH WITH 6.5 INCHES � OF CRUSHED SURFACING MATERIAL /E=425.01 (STORM) o (MINIMUM). ROAD SURFACING TOP=426.2 t (STORM) HMA/GRAVEL SECTION TO MATCH 1E=426.55 (SEWER) THICKNESS OF THE EXISTING WITH THE a MINIUM ACCEPTABLE HMA = 2.00 INCHES. / Q STA 10+67.26 T r- 1 - FIRE HYDRANT ASSEMBL Y x ci)1- 8 X 6 TEE (MJ X FL) TRAILER °�D Z 1 -6"G.V INSTALL FIRE HYDRANT PER STAND RDS (SEE DETAIL THIS SHEET) 90.00, SIDE SEWER TO EXISTING LOT TO EXTEND FROM NEW MANHOLE TO 224-00, TERMINATE 6' INSIDE PROPERTY N 01003' 12" E 134. 0' MARKER MARKER F 4 H TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED _INE) MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE VIHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 7, RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLJE) 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 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: B103 SP PAGE: B103 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION, M & H 929, MUELI SUPER CENTURION 20C, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2' H05E CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4 875 5EATTLr THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS HLE. 1 1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO B -17 WITH TWO COATS OF PAINT. KELLY MOORE/PRESERVATIVE PAIN 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPRO - EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS D P PENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO -�- i=18' TO 20" BEHIND BACK OF CURB OR 12' BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB li TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION 4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). MAX 4" MIN 2"1 RAISED PAVEMENT MARKER TYPE 8B A8 STIMSONITE TWO-WAY BLUE. 42"MIN CONCRETE BLOCKING <; BURY MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6 DUCTILE IRON PIPE, GLASS 52 CEMENT LINED, LENGTH TO FIT 16" x 8" x 4" INUM 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (YTO 3/8") MIN. 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS LEVEL ALL GROUND -= MIN 3' RADIUS 'i 4.875" x 5" STORZ ONE MAN ROCK - 6� Fl-L CUT HYDRANT LOCA71ON IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY OF RENTON « . STANDARD PLANS I lJ' LST DATE: 04/04 DATE REVISION BY APPRD DWG. NAME: B102 SP PACE:61D2 RECESSED LIFT POCKET 12A"- 14" - 11" 12X"- 1 A„ - CAST IRON RINC '.. 18" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 3598 OR EQUAL. CLEAN OUT SHALL BE A WATER -IGH- ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE. CLASS 30DD, PAD AROUND THE RING AND COVER. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. N I DATE I REVISION BY APPR' DWG. NAM 5 REVISED PER CITY COMMENTS KAL 2 10 KAL SURVEYED: BILL SHIPLEY, PLS 4 REVISED PER CITY & OWNER COMMENTS KAL 17717 KAL DESIGNED: K. LITCHFIELD P.E. 3 REVISED PER CITY & OWNER COMMENTS KAL KAL 2 REVISED PER CITY & OWNER COMMENTS KAL 5 09 KAL DEW"` K. LITCHFIELD P.E. REVISED ALIGN. & ADDED SSMH PER CITY KAL 10 07 KAL CHECKED: K. LITCHFIELD P.E. NO. REVISION BY DATE APPR APPROVED: SCALE: 1 " - 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVE 1988 HORIZONTAL: NAD 1983/1991 DATUM CONCF CLASS 2 TIGHT B OR 6 INCH CLEANOUT ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:03/2DO5 E: BD76-1 SP PAGE: B076.1 - CITY OF RENTON Planning/Building/Public Works Dept. 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 /S 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 /S 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 LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE 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 NEATL/NE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED (THIN 10 I PERMANENT HOT MIX PATCH SHALL BE PLACED W IMMEDIATELYAFTER BACKFILL AND COMPACTION. A 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 /N ALL DIRECTIONS TO MATCH PAVING. ... A 436 432 :1 424 11+00 5-354802 A 111 TC G n 7 q v``, �C�C NA STAMP NOT VALID UNLESS SIGNED .AND DATED 10+00 RECOMMENDED FOR APPROVAL BY pu'14- - �.�,. - DATE.' z J2II/ca BY DATE zT �� DATE: BY DATE. BY DATE: LEADBM? SFR SEWER EXTENSION 1,2010 E PAGE: SANITARY SEWER PLAN/PROFILE, DRAWNG FIRE HYDRANT, & CONSTRUCTION DETAILS : 2 3 S - 3 5 41W ";-