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Home My WebLink AboutS-42780700 CV N WASTEWATER UrnLfTY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL -BE IN CONFORMANCE WITH THE STANDARDS AMID SPECIFICATION OF THE CITY OF RENTON PUI:3LIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAMNA STANDARDS AND SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS a SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTI-ON 2 DATUM FOR VERTICAL CONTROL SHALL 13E NORTH AMERICAN VERTICAL DATUM 1966 HORIZONTAL CONTROL SHALL BE NORTH AhAERICAN DATUM 14ST1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-#-LOUD NOTICE SHALL. BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL HE THE CONTRACTOR'S RESPONSiBILITY TO NOTIFY THI• PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE QP BACKFILLING ALL CONSTRUCTION 4 THE HOURS CF WORK IN THE STREET RIGI-IT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL. STATE AND FC DER&L REQUIREMENTS- 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S FRESPQNSIBIL IT`r' TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID [DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REOUIREMFNTS OF RGW 19 122 A DIG TICKET SHALL Sr. OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7 BAOKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE [DEPTH OF 12-INCHES- MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EiAQH LAYER TO 95 PERCENT OF MAX[MUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OFF TO THE SIDE OF THE TRENCH MATESRSALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-113.19). 9 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUI3I3ER-CASKETEDD ASTM D 3034. SDR 35. CBCCIG905 OR DU TILF IRON CLASS 50. UNLESS OTHERWI+ISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, SUll-cmG FOUNDATION. ETC ] UNLESS APPROVED BY THE CITY IF A SANITARY SEVER IS TO UE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC ), IT SHALL BE DESIGNED BY PROFESSIONAL ENGINEER LICENSEE] 1N THE STATE OF Wti+ASHINGTON IN ACCORDANCE WITH STANDARD DETAIL +412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON -EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLEID WITH CRUSHED SURFACING AGGREGATE {WSDOT SPECIFICATION 9-03 9(3) okhi3 MECIHANICAi LY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL P1PE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICA71ON OF THE CITY AND THE LATEST EDITION OF THE WSDOTAPWA STANDARDS AND SPECIFICATION AS APPROVED AND M001FIE0 BY THE C17Y IN THE RENTON STANDARD FLANS IE SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SQ THAT THE ENTIRE LENGTH OF THE PIPE WILD a SUFPCRTE1) ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STA13IL17-ED TO THE 5ATISFACTION OF THE CITY FOR THIE PREVENTION OF ON -SITE EROSION BOTH DURING GONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH T14E CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THI= Crry QF RENTQN W17H A RECORD DRAWING OF THE SANITARY SEW ER SYSTEM WHICH HAS BEEN STAMPED} AND SIGNED BY A LJCENSED PROFESSIONAL ENGINEER OR LICENSED Pll OQ ESSIONAL SURVEYOR � STR_ PLAN - 413 PUBLIC WORKS WASTEWATER UTILITY DEPARTMENT STANDARD NOTES Martin PastuchaO/26/ F.•-I , wu-h AdI„ r,I• •,.., DATE WASTEWATER UTILITY STANDARD NOTES RECESSES] Not to Scale LIFT POCKET FRAME a a 3 4a. ER LETTING "SEWER" 1'-0,DIAME7ER 1P_0 IL ci p = SEWS E:R � � Q 10-12" 14' 12-3 4" -- . 11" 12-1 4" CAST IRON RING ANC h10.TE S. 1 B" AND 6" CLEAN-OU I RINGS AND COVERS ON SEWER VAINS SHALL BE EAST JORD]AN IRON WORKS, INC No 3698 (PPODUCT NO 00369803) OR APPROVED EQUAL CLEAN QLIT SHALL BE A WA —ER TIGHT ASSEMBLE' 2 IN UNIMPROVED AREAS. POUR A B" THICK. 3'-4" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 OR DABLE U'R IPUBS IC WORKS 8" O R "' LEAN UT . PLAN - 403.1 DEPARTMENT FOR SANITARY SEWER MAIN Martin Pla tUCW26/2020 SEWER CLEANOUT NOT TO SCALE \ L / NOT TO SCALE + �T T . j, 0 �\O OF WASjIIY�vl ■ - 0 �� .•� ��.7i, SURVEYED: SCALE: ® �� - Q T A C O M A S E A T T L E DESIGNJ F�t / RI tl 97, w� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWNGB GISTERE9 l�1 REVISED PER CITY COMMENTS DATED 10 25 23 JMT 2 16 24 ONE INCH s 2215 North 30th Street, Suite 300 Tacoma, WA 98403 / / / / CHECK AT FULL SCALE Know what's below. sIONAL E� 253.383.2422 TEL 253.383.2572 FAx www.ahbLcom WEB K/ MW SCALE T ONE DINGLY INCH Call before you dig. 09/10/2024 NO. REVISION BY DATE APPR APPROVED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M E W (SEE NOTE 7 LIMI-S OF PIPE ZONE BEDDING MATERIAL FOR � f SANITARY SEWER PIPF of (SEE NOTE 5) PPE rouNonnON LEVEL 5' BEDDING FOR SANITARY SEWER PIPE N OTES L PROVIDE UNIFORM SUPPORT UNDER PARREL 2. HAND TAMP UNDER HAUNCHE5- 3, COMPACT BEDDING MATERIAL TO 95 MA)(. D£NSfTY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIKE INSTALLATION SHALL BE PER SECTION 7-05 OF THE STANDARD SPEDFICATIONS 5 PiPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPEOFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAfNTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2--09.4 OF TI4E STANDARD SPECIFICAPONS. STD. PLAN - 405 .- PUBLICWORKS PIPE BEDDING APP DEPARTMENT FOR SANITARY SEWERS Ftirl Pat11 ha1 6/202 i J tiK91 LT9H�3a43 i DATE PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE • CITY OF RENTON Planning/Building/Public Works Dept. S-427807 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY �' jstowell 11 /26/2024 DEVELOPMENT ENGINEERING A _�' IL HHuynh 12/04/2024 %ji MAPLE HIGHLANDS AHBL JOB #2221005.10 SEWER STANDARD NOTES & DETAILS DATE: 9/6/2024 FIELDBOOK: PAGE: DRAWING NO: C6.1 SHEET: 34 OF: 39 co co CO O O co N AN N N T 0 i N a D _J T O N N IIr 'i1 a C6.1