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Home My WebLink AboutS-294105NORTHWEST 1/4 SECTION 8 TOWNSHIP 23 NORTH RANG 5 EAST W.M. o PLACE END SPACER MAXIMUM OF ONE (1) FOOT FROM END OF CASING (TYP.) CARRIER PIPE STEEL PIPE CASING (MILL MAXIMUM DISTANCE BETWEEN SPACERS MANHOLE FRAME AND, COVER NOTES: z -o CLASS 3000 (PVC, SDR 35) PIPE) OR DUCTILE IRON SHALL BE SIX (6) FEET O.C. o } t 2' SEE DRAWING BR29 STEPS OR EQUAL. " � _M N'^ r ,.","N r nr^T'^"c ^ ooI /G SQUARES SPACE a 1. STEPS TO BE 3 4 0 DEFORMED BAR GALVANIZED SAFELY 3/4" SQ - 3/4" �� g AS INDICATED - HT. 1 8" ~ & `O $ o 12' nrAZ. ) ADJUSTMENT (4" MIN.) 1 V) L. SIEPSS ARE 10 SE IN PLACE BEFORE MANHOLE SEI.iiViVS - - -q_3 /q'• ka CONE ARE INSTALLED. �i ` 12 0 3. CASTING TO BE PER DRAWING BR29. FIBER JOINT J RUBBER GASKETED JOINTS PACKING ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST RAISE_? /2" 45' (1/8) BEND WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT W o CONCRETE. Dna WIDE BORDER BB _ SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. STEPS - 3/4° DEFORMED EAR 5. ALL JOINTS SHALL BE GROUTED. a L, STEPS SHALL BE INCLUDED 12 BACKFLOW CASING W/ SAND AND GROUT OR SEAL END OF CASING WITH MANUFACTURED RUBBER O`o r L:. • C4.6 ^ END SEAL DEVICE °' W I CONCRETE RISER BY PIPE INC., 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR U r ^ ?' MIN. I OR APPROVED EQUAL SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) CASING SPACERS (SEE APPROVED MATERIALS LIST) a ® ' WASSER MC- CONSEAL OR APPROVED EQUAL; y Z -y ✓e i ° 80 CARRIER PIPE DIAMETER 4" 6" 8" 10" 12" COLOR OF COATING SHALL BE WHITE. 6 OR a� 10l rl i -'T 4•• f � I� ;-• U m 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE CASING DIAMETER 10" 12" 14" 16" 20" 0 j i MAX- PIPE SIZE - 'E' WITH ASTM C -443. STEEL CASING THICKNESS 0.25" 0.25" 0.25" 0.25" 0.25" ✓ IU - S - - - PLUG TO BE SEALED E LADDER -STD. ALUMINUM 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE SPACER BAND WIDTH 8" 8" 8" 8" 8" IN SAME MANNER AS U - MORTAR On H VllVIGLU 1111L DIAMETER OF THE LARGEST PIPE. _ _ = MAIN SEWER JOINTS. ANTICORROSIVE COATING THICKNESS: CONCRETE SHELF NOTES: CASING - 8 MILLS DFT W E FILLET 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK NOTES: E--4 a _ ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 1. IN UNIMPROVED AREAS POUR 1' -0" THICK 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. m PRECAST BASE SECTION 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. o- 19 RING AND COVER. 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: E OR CAST IN SHELF. - - IN PIPE WALL AT ALL TIMES. A. MINIMUM 0.75' BETWEEN CARRIER PIPE BELL AND CASING I E O t A. B. C• D. E. 48° MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUi RING B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS &TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. 1 AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 4. STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER. 4 54 MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24° I.D. City of Renton Standard Detail BR28 -A City of Renton Standard Detail BW18 -B 5. SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 'I Imo,, NITS I E" PAN. L,,,;,�. 60" MH 60° B" MIN. 6" MIN. 42" MIN. 30° I.D. L+�:1 Sewer Mash 2 3. PIPE MATERIAL AS SPECIFIED Sanitary Sewer Cleanout 3 36" DIAMETER OR GREATER Casing Installation Detail (Ja/� FFF�� S IE BY THE ENGINEER Ij2 26 -3/8" ,'L_ IN (SF: N- ) LIMITS OF PIPE ZONE NOTES: 1/2" x 3" x 3/8" NON -SKID PATTERN 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. / 25 -1/4" BACKFILL MATERIAL CAST INTEGRAL ON TOP (SEE NOTE 5) ` r <,? i 2. HAND TAMP UNDER HAUNCHES. 2a 1.' CONCRETE CLASS C l 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. (SEE NOTE 8) CLASS A DESIGN) �+ FOUNDATIQN LEUEL, + ( ( 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION O O o - 6 ` N OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. 3 n } THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH EXCEPT FOR CLASS A Z--� �-- t I /a" 1 I BEDDING. THE MINIMUM CONCRETE WIDTH .SHALL BE 1 -1/2 I.D. + 18'. E..I 23_1 L 3 /a" /4' w (SEE NDTE 4) LIMITS OF PIPE ZONE 5. TRENCH BACKBILL 'SHALL CONFORM TO BACKFILLING SEWER TRENCHES" IN THE F„y W a 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. 33 -1/4" BACKFILL (SEE NOTE 5� 6( CLASS B, C, D, DESIGN 6. STANDARD DSPEC F CARONSF�ORRTHDE MATERIAL SPECAFICATIONSES SECTION OF THE SECTION A -A } (CLASS _R( 5/8 3/8° t -3/8" c BEDDING FOR RIGID PIPE FRAME (NON - LOCKING, COVER NON - LOCKING, 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF .c BEDDING MATERIAL ) STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. � ` 2" FOR RIGID PIPE a FOR 5/8 " -11 N.C. x 1 1/4" - (SEE NOTE 6 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS d n „ /, o •n l ) ) MAINTAINFn o.. -.. -- - -r - x ` 3/4" CORE (TYP.) ON 23" B.C. (SEE NOTE 7) City of Renton Standard Detail BW18 -C Ng DRILL AND TAP 5/8--11 N.C. / " (TYP.) (LOCKING) City of Renton Standard Detail BR29 a * A - 46'MMIN.20VERD.27NDDUNDER �,,,,I,,l; Sanitary 8 0. e�8 1 -1 2 CORE TYP. FOUNDATION LEVEL PI Beddi tQrSewer PI FRAME (LOCKING) ON 23" B.C.(TYP. 3 PL.) COVER (LOCKING) Sanitary Sewer Manhole Frame and Cover 6 ( or9 5s- 2"4r A-1 o � 4 a a 0 m z 0 V) Zj Not Used 11 Not Used ��Tj C,1pO� KEYMAP RENT'O1N TECHNICAL COLLEGE SHEET q �$wasx, a S.M. Stamper Architects, Seattle, Washington 98101' COUGHLINPORTERLUNDEEN oRI ACONSULTING STRUCTUaAL AND CIVIL ENGINEERING CORPORATION S F`�L� C�Y. SEWER DETAILS C4.4 v 217 PINE STREET - SUITE 300 P: 206/343 -5691 q 2657 �s p,$ AND SECTIONS U27i i ', SEATTLE, WA 98101 F: 206/343 -5691 �bdSTgc� Lf Lh wwjo _ 2�. iyq� Not Used � Not Used I® so,�, �,, ', rzPlaES ovza /zoos C 0 , � _ a O k � e .r •� , SCANNED FEB 15 2002 71 , I V � , 2•• r= TYP. NON SKID PATTERN t" SEAT L 2_t ✓2•�' ��J _F ,B g 25" SECTION B -B n�00�x g ( NOTES 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL 2" RAISED LETTERS AS 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. REQ'D. SEE NOTE No.3 BELOW 3. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN "ON COVER), UNDERSIDE SHOWN FOR CLARITY SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). FOUNDATION LEV EL;- �\ BEDDING MATERIAL. Fna FI rYIRI F PIPF \ '. BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS.F LIMITS OF PIPE ZONE 4" MIN. ( A 1/4 1.D. * * ZERO 12" MAX. (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. B C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - l w (sE< NoiE a) - T � J x � o.. -.. -- - -r - x ` 3/4" CORE (TYP.) ON 23" B.C. (SEE NOTE 7) City of Renton Standard Detail BW18 -C Ng DRILL AND TAP 5/8--11 N.C. / " (TYP.) (LOCKING) City of Renton Standard Detail BR29 a * A - 46'MMIN.20VERD.27NDDUNDER �,,,,I,,l; Sanitary 8 0. e�8 1 -1 2 CORE TYP. FOUNDATION LEVEL PI Beddi tQrSewer PI FRAME (LOCKING) ON 23" B.C.(TYP. 3 PL.) COVER (LOCKING) Sanitary Sewer Manhole Frame and Cover 6 ( or9 5s- 2"4r A-1 o � 4 a a 0 m z 0 V) Zj Not Used 11 Not Used ��Tj C,1pO� KEYMAP RENT'O1N TECHNICAL COLLEGE SHEET q �$wasx, a S.M. Stamper Architects, Seattle, Washington 98101' COUGHLINPORTERLUNDEEN oRI ACONSULTING STRUCTUaAL AND CIVIL ENGINEERING CORPORATION S F`�L� C�Y. SEWER DETAILS C4.4 v 217 PINE STREET - SUITE 300 P: 206/343 -5691 q 2657 �s p,$ AND SECTIONS U27i i ', SEATTLE, WA 98101 F: 206/343 -5691 �bdSTgc� Lf Lh wwjo _ 2�. iyq� Not Used � Not Used I® so,�, �,, ', rzPlaES ovza /zoos C 0 , � _ a O k � e .r •� , SCANNED FEB 15 2002 71 , I V � ,