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HomeMy WebLinkAboutS-403604SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST ED1110NOF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. N 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 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. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. 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. 10. 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. FFA2 0 CDO I (n r(J 0 00 M 0 0 0_ m m z Ct) x o_ Z Cn 0 0 z w z 0 Z w 0) M a0 CD (Dn (D n 3 N U � i Z w t- � o J I Ew a� o� Do cV N 2 V) 0 N W ,Z 0 N !Y �Z 0 TYPE 1 CB W/ TURN DOWN ELBOW NTS CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. VC PIPE rAR WITH QUICKRETE -SHRINK GROUT VC PIPE 1 CATCH BASIN TEE OF APPROPRIATE SIZE RECESSED Not to Scale LIFT POCKET FRAME a�SEWERP 3/4" LETTERING "SEWER" 2-O, DIAMETER2,-0" (2) BOLT SOC. (ALLEN HEAD)5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 1-3/16" / " 8" CLASS ASPHALT "B„ SAND OR 5/8 10-1 2" EXPANDABLE FOAM 4r' I 1' _T1-1/8" IF 2-1/4" BOLT DETAIL 45' (1/B) BEND CAST IRON RING AND COVER 45- (1/8) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0- THICK, 2'-0- SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED: ULSINJJ DEPARTMENT FOR SANITARY SEWER MAIN too r.' uwo w 1 D - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90" BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES: 1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. T Y a 3TD. PLAN - 402.2 « A®� PUBLIC WORKS INSIDE DROP CONNECTION PRDVED, DEPARTMENT FOR SANITARY MANHOLE f nA 55 D. ]A <Z OF WAsy j c�jS � ' A,P o cn Z 2 4, OAS �FGI STEREO SIONAL 06/19/2019 N0. BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER COVER & FRAME PLAN VIEW 25' DIA. C635mm] 1' 3/4' �25mm] [19mm] 8 3/4' L 2 1/2- [222mm] 164mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mm] 25 1/4' DIA C1 1/16' 1/4' (6mm) DIA DIA � 127mm] NEOPRENE GASKET 6' [15' mm] 5/8' 23 3/8' DIA CL OPEN C16mm] C594mm] 27 5/16' DIA C694mm] 34 1/8' DIA COVER BOTTOM VIEW BLT SOC, (ALLEN HEAD) 5/8-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' [6mm] ~ ~� 127mm] C3mm] 1/8' CR3mm] GASKET GROOVE DETAIL [867mm] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). ti�Y o STD. PLAN - 401 i PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 5" 9,_911 5„ 7,_5a/4„ 2'-2„ 11/„ 'n 8" SLOT FOR BAFFLE 6'-0" 2'-5" 8° H L, 8' r I - - - - - - - -- ---- -, --+ ,i--\��/I ff j it LLI II LU J fil II 11 I O 7 --------- --- - - m-- ------ L � =J61/2 J q` PLAN VIEW q (NOTE: RING & COVERS HIDDEN FOR CLARITY) SCALE 3/8"=V-0" GRADE RINGS 30" RING AND COVER AS NEEDED (STANDARD) TO GRADE ----- - JI JI -�- ----- - -I = w II I I I ■. u � -` j LIQUID VOLUME: 1500 GALLONS _ I -= ALL STRATA INTERNAL q COMPONENTS PRE -ASSEMBLED - BY OLDCASTLE PRIOR I o TO DELIVERY L - L-�-�--------------------� - I ---J SCALE 3/8"=V-0" DOK STYLE FTER (GALV) X 3/4" SUMP PLACES) BASE SLAB INT -2"VE (TYP, BOOT ACCEPTS 4" OR 6" PIPE (TYP BOTH BOOTS) HOOK STYLE LIFTER (GALV) ISOMETRIC VIEW SCALE 3/16"=1'-0" 21/„ DETAIL JOINT SCALE 1" = V-0" WEIGHTS WEIGHT (LBS) DESCRIPTION 15035 BASE SECTION 5139 LID SECTION 141 BAFFLE WALL STRUCTURAL NOTES: 1. LOADS: -HS-20 TRUCK WHEEL LOAD W/ IMPACT -40 PCF LATERAL SOIL PRESSURE (DRY) -0'-5' SOIL COVER -SOIL DENSITY = 120 PCF -LLS = 80 PSF -ASSUMED WATER TABLE 2' BELOW GRADE 2. DESIGN: -ACI-318 BUILDING CODE -ASTM C-890 -BOOT SEAL: ASTM C-923 -NO LATERAL SURCHARGE FROM ADJACENT STRUCTURES OR FOUNDATIONS 3. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 6,000 PSI 4. REBAR: ASTM A-615 OR A-706, GRADE 60 40TES TO CONTRATOR: ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. LEVEL AND COMPACTED) ALL HORIZONTAL JOINTS TO HAVE BUTYL SEALANT BETWEEN PRECAST PIECES ««THIS MUST BE FILLED OUT BEFORE MANUFACTURING BEGINS** APPROVED W/ NO EXCEPTIONS TAKEN: APPROVED AS NOTED: REVISED AND RESUBMIT: SIGNATURE: DATE: OldCastle Precast® THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY, AND SHALL NOT BE USED IN ANYWAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE PRECAST, INC. COPYRIGHT ©2016 OLDCASTLE PRECAST. INC ALL RIGHTS RESERVED STRATA GREASE INTERCEPTOR (TM) 1500 GALLON CAPACITY SUBMITTAL DRAWING 9/16/2016 JRS BL DRAWING NUMBER REVISION SHEET Strata - 1500 Grease Interceptor - 1 Submittal.idw DATE OF 1 27/201 REFER To R*4403614, W,,403601 , S,,403601 FOR AS -BUILT INFORMATION R.E.W. 05 01 19 R.D.J. suRVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS SCAM, 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAVD 19M HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 7' I NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' `B' I 'C' 'D' E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 54 MH 54" 8" MIN. 5.5" MIN. 24" MIN. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE ,F;N�oZ DEPARTMENT SEPTEMBER 2011 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL --\ LIMITS OF PIPE ZONE 1 =o„ O.D. OF PIPE 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 40S .• PUBLIC WORKS PIPE BEDDING APPROVED: DEPARTMENT FOR SANITARY SEWERS c 0 iwenwen. DATE S-403604 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [DEVELOPMENT ENGINEERING WASTEWATER UTILITY ® +havez 07/16/2019 Ann Fowler 07/12/2019 ' WEATHERLY INN RENTON 4500 TALBOT RD S RENTON, WA 98055 FlELDBOOK: PAGE: DRAWING NO: SEWER NOTES AND DETAILS ss-03 SHE ., OR 29 51