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HomeMy WebLinkAboutS-391004O N w LLI Z U) 7' 1 i 'B' 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 NTH 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'I V I 'E' 48" MH 48" 6" MIN. I 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. 1 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 NTH A COMBINATION OF ADJUSTMENT RINGS, BRNCKS AND MORTAR QbLL 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) PATH A HIGH SQUIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE MATE. EIL RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM I C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PPE. 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 MIAMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 e) PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 W (SEE NOTE 7) -4�,­: LIMITS OF PIPE ZONE is Opp BEDDING MATERIAL FOR SANITARY SEWER PIP O.D. OF PIPE FOUNDATION LEVEL 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. BDLTH❑LES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA. E635nm] 1' 3/4' r ,�5r�n] L19MMI _I`-jL 8 3/4' L 2 1/2' [222Mn] E64mmI TYP COVER SECTION VIEW 26 112' DIA E673mml 25 1/4' DIA L641mml 1 1/16' 1/4' (6nn) DIA L27mml NEOPRENE GASKET C15} 2 ran] 5/B' 23 3/8' DIA CL ❑PEN E16r�n] I594mml 27 5/16' DIA I694nrt] 34 1/13' DIA COVER BOTTOM VIEW BLT SDC. (ALLEN HEAD) 5/1131'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' [6"r^] E27nn] 1/8' Linn] 1/8' ER3nn] GASKET GROOVE DETAIL 1867mml (COTES: 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"). STD. Pi" - 401 * �PUBLIC WORKS * DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 Ex. SEVER MAIN WOOL (LENGTH AS NEEDED) 6" SEVER STUBE SEWER MAIN TEE X 6" TEE i i - COUPUNG (TYP.) ka.J I �..-..-PROPERTY LINE I FUTURE $ SUE SEWER 2"x 4" STUD MARKING POST PAINTED i Ni CAP WHITE WITH THE WORD 'SEWER' STENCILED N 3" HIGH BLACK tETIIERS AND /6 WIRE. I WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 3' I I I 8"XB'XB" SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR 'SEWER' APPROVED EQUAL, SPECIFY ON UDI I (SEE STD. PLAN 403.1 FOR INSTALLATION) I ' rT -- - ------------------ ' r------- EAGLE THREADED CLEAN -OUT ADAPTER HUB - L_--J BEND AS Nt PLUG (OR APPROVED EQUAL) REQUIRED O<iSI SANITARY SEWER MAIN ON MIN. ` \ 4' SIDE SEVER `6" SEWER STUB 8'XB'X8' WYE �\_IFUTURE FUNRE 8"x 4" REDUCER SEW" MAIN SIZE X 6" TEE 000"wp ywtnmc a IIING SEWER MAIN A. VITRIFIED CLAY MAIN- CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT N A NEW PVC "TEE' USING 'STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C90D PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE RiON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -BUTS OR THE STRUCTURE SHALL BE CORE-ORIL ED. 4. low PSI MIX CONCRETEor- µ"' etoaaNc . as �--,� i ------ 2x MIN SLOPE HORIZONTAL 8" TEE 6" MIN. SEWER /SEWER MAIN MAIN CONCRETE BLOCKING ANGIF OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDF SFWFR NOTE" UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3-6 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. _ ... ....... ........ ._.... -. Puauc WORKS PIPE BEDDfNG. PIS 405 STANDARD SIDE SEWER SM. PLAN -406.1 DEPARTMENT PUBLIC WORKS FOR SANITARY SEWERS DEPARTMENT INSTALLATION 0 0„h I e) (SEWER MAIN TO PROPERTY LINE) o SURVEYED: 3m L r� a c� Neering y z DESIONIM 1 =20 tam T. =FFIN » . NOR MA ..`W °i9e' 39/lwl J. HOPPER UJ's �/ STD G� 2 SECOND ROUND CITY REVIEW COMMENTS JF 14 1 JH E. MARSHALL �OpA l �� p I p I"I 1 FIRST ROUND CITY REVIEW COMMENTS AL 2 1 JH CHMM . HOPPER L3 " DATUM INCH W" AOOORDIM LY NO, REVISION BY DATE APPR A CITY OF RENTON Planning/Building/Public Works Dept. 00 00 O O O /I u T a I S-391004/W-391004 1wU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 O 2 WASTEWATER UTILITY ^,- Fmair EVELOPMENT ENGINEERING % z dchristen 10/16/2017 10/17/2017 i O F- W U DXM aC GRANT PLACE TOWNHOMES 2016-12-2 -� PM DIWIMIO to z DETAILS Q C20 22