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Home My WebLink AboutWWP2703562.6A Pc lion of the SE 1/4, NE 1/4, Section 13, Township 23 YNOW LwM.F COVER 6� - SEE DRAWING BR29 (SP PAGE B074) 12" MAX '- ADJUSTMENT (4" MIN.) CONE 'D, } RUBBER GASKETED JOINTS IN • ACCORDANCE WITH ASTM C-443 `C' STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED ORNCRETE APPROVEDFR BY EQUU AL. INC., 7' MIN. MORTAR FILLET MAX. PIPE SIZE - `E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 'A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. 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. 7, RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. TYPICAL DETAIL 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER AND HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. Y ADOPTED CITY OF RENTON STANDARD PLANS tU LST DATE: 04/04 10 0 Revised notes. jjDH I DMC 0 /17/961 Added notes. Incy I AG -E REVISION I BY IAPPRTD DWG. NAME: 8071 SP PAGE: 8071 6" BUILDING SEWER PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 1:3:5 MIX CONCRETE BLOCKING PROPERTY LINE W-0„ o FUTURE BUILDING SEWER 2"x 4" STUD SERVICE MARKER PAINT J UPPER PORTION WHITE ANS STENCIL ON F- SIDE WORDING "SEWER" WITH 3" HIGH w BLACK LETTERS. AND #6 WIRE WRAPPED a AROUND THE STUD AND EXTENDED TO THE � a TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Go 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER ELEVATION STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DWG. NAME: 8078 SP PAGE: B078 i NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS. INC. No. 3705 (LOCKING) OR EQUAL. 2. FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY. 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER" )_ 03 IC 0L _, e _,,otes and Detail. 0 C dotes and Detail. -otes. DATE REVISION NOTES: MDB DMC AG SPECIFY LETTEb MANHOLE FRAME AND COVER Y O ADOPTED v CITY OF RENTON ♦ • STANDARD PLANS LST DATE: 04/04 DWG. NAME: B074 SP PAGE: B074 II 24% 6" FRAME AND LIP PER DRAWING BR29, SP PAGE B074. 4" MIN. TO 12" MAX. s e Go D 24"a 0 o � 12" N o i m a 0' (V Q a°. > 4 4, o a b a a 4.1 a 6" 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7_ SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WA.SSER 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 HEIGH I SHALL HE A MINIMUM OF i/4 IHE INSIDE DIAME IER OF IHE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. SANITARY SHALLOW MANHOLE TYPE B ADOPTED CIL'Y OF HENTON ♦{ - i STANDARD PLANS LST DATE: 04,;04 EDIILD NOIES DCV AG EDITED NOTES DCV AG - - DWG. NAME: B072 SP PAGE: B07" RE�nS10rd BY APPR' N0. REVI SI01`I CAST IRON RING AND COVER NOTES: 1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 3698 OR 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. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. SURVEYED: DESIGNED: JCF DRAWN: DJ D CHECKED: RJC PY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONCRE CLASS TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 8 OR 6 INCH CLEANOUT Y ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 03/2005 DWG. NAME: B076-1 SP PAGE: B076.1 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) FOUNDATION LEVEL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. W (SEE NOTE 4) (CLASS A DESIGN) LIMITS OF PIPE ZONE i, C e W (SEE NOTE 4) LIMITS OF PIPE ZONE B (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE 1'-o" (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES' IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. S 356206 �- CITY OF RENTON Planning/Building/Public Works Dept. 4-4-97 Corrected note 4 2-21-91 Revised notes, 4,5,7 DATE I F BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 6" MIN. 1/4 I.D. 12" MAX. 6" MIN. 6" MIN. ZERO 6" MIN. B 1/4 O.D. 112 O.D. 1 /8 O.D. ZERO O-D. C 3/4 O.D. 112 O.D. 1 /8 O.D. O.D. - PIPE BEDDING FOR SANITARY SEWER ADOPTED ® CITY OF RENTON STANDARD PLANS ISP DATE:U1/U5 DWG. NAME: 8077 SP PAGE: B077 SECONDARY LEARNING CENTER RENTON SCHOOL DISTRICT #403 SANITARY SEWER DETAILS 'v G ti ZZ O 'D F oLn W oM Q 0 p o0 Z a LL Z Lu w mj _Z C7 W Z w V O7 Z � a 40 Z ui V ~ CDF _ 00 w Z m Lu oc Q J (n � w w OzZ J O_ V0MQ Q -Y' twil DATE: 7/29/2010 FIELDBOOK: PAGE: DRAWING NO: C4.10 m z° d a N C z � C) n 1 z m