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HomeMy WebLinkAboutR-412410DMMO Vff"ge U MECFWti6�0 +Fi 4�F & 2 1638 DO WS-0 Eff"M 10, , VS UJ FRAME AND VANED GRAT:: ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION ,�Sot�e1 fSFFNo' to PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-0520) SOLID WALL PVC 15" (STD. SPEC. 9-D5-12(1)) PROFILE WALLPVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES Q N• C� a to 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION fibers laced according to the Standard S ecifcations or �P 9 Specifications), wire mesh having a minimum area of 0.12 square inches per foot shall 9 sq P be used with the minimum required rebar shown in the ALTERNATIVE < PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY - ' PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP 2. The knockout diameter shall not be greater than 20"- Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 15, minimum a between the knockout wall and the outside of the pipe, gap PP After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert P 9 PP shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. Theo opening shall be measured at the to of the recast base section. P 9 P p 7. All pickup holes shall be grouted full after the basin has been placed. S. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION SPUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 DEPARTMENT MARCH 2O08 RECESSED LIFT POCKET W' - 11 N.C. SOCKET HD SCREW 1 Y," LONG (BRONZE OR S.S.) N' x 2" RAISED PADS 1 X 11' 12 Y4„ 14" CAST IRON RING AND COVER 2" A.C. 2'-0„ 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG 45" (1/8) BEND 45" (1/8) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. `C Y E® PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT SM. PLAN - 403.1 �N COS DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 I r��p�RSPa�T'w_i.Tl� Rio Wye AN1sP J3H P>-FIDRATiD PW,€,TP1EVp, ', PLElSIB1,ESIASKETEi?' I I . ASTRN 03956 - i l .t I .5 i v i, _ )s'r'14X4IIk BCI149 PVC] _ PiPEP.ER;S4TMQ]TA' r P '�- 1 IN Eit �iAT PVC j• __ 4�a A+ F Ei7 W9LIM MWASHED=DIR".PLFFP_ERASr17MDl - -. r -__F1N6"MESH =11REgy,l �1(;j�Wi1{i1n41�iMIi'ivk T A$r$b BACNF - GRADE OVER TRENCHES GRAVEL 4 00 VARY FROM 426.00 TO 428.00 r , PIPE' '... 1" -ir MIN A➢ODG 4 SEA v a� �6„ "C--O-NIWAT R.H- RAUE RE6TRICTIVEAYERI IE 423.00 BOTTOM OF GRAVEL 422.00 T's _ It�ILTRIiMON TMN i M RL1_S'WT17jOA_ELEV%LRpriF ERFOW RPIl. 6E StEQU�E07RETNCt51@JCiiH:VARFESDEPENOING3N_SOII,'FY�E, Ui3TO.%OO�MA)S�WaSE�N L`6S,rA�DIN fCC1ARSl: GAN0.s 1ZE l"•'^F � ER�T� �nL .�1'�,�>:N�EA�iEk��MUST�rBa1 � FER'.. I SO i3E FE£t PF IMP)TtVICUS`SLIRFjgQE $ERNEO� SWVLM6�11'20 'I prraLTGWORKS SINGLE HAImWV R0oF W N 'I Qt T 1 DEPART ENT - M INFILTRATION TRENCH, PROPERTY LINE 3'-0" FUTURE 6" BUILDING SEWER PIPE M BUILDING SEWER L ill 0 - w \ z 4" STUD MARKING POST PAINTED -TEE WITH 6" SIDE OUTLET 6"X6"X6" WYE SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER" STENCILED 13� CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE w WRAPPED AROUND THE STUD AND o (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 2975 OR APPROVED EQUAL, EL SPECIFY "SEWER" ON LID, 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. �N(01 1: 3: 5 MIX p`O GCE �G CONCRETE j pN OG� BLOCKING M 2 NGR GO 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION 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. Y G1O� PUBLIC WORKS STANDARD SIDE SEWER STD" PLAN - 406.1 • DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 ,4s, 5" .SURFACE WATER hWDARU PLM 140T ''. 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ERwO£ND'ffd; OSA4ANr3 � par�FI40A1fjtilS} - SCE WATIr' STAN[YAR P LAN] I E PA14 ! EN1I` �' ... I _ " 3 VAN PROJECT NO. 18265 SIDEKO F WAS .o., yy• 9-0000 . CIVIL ENGINEERING k.(r LANDSCAPE ARCHITECTURE 41846 O �� PLANNING ��FS AL DESIGN SURVEYING 1-3-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 SURVEYED: XXX SCALE: VERTICAL-• NAVD 19M HORIZONTAL: NAD 1963/1991 CITY OF DESIGNED; SHM WA SH RENT 0 N AR ONE INCH DATU M CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR SHM SCALE ACCORDINGLY r 45 RECORD DRAWING R-412410 IN COMPLIANCE WITH CITY OF RENTON STANDARDS UTILITY DETAILS ✓ANUARY 2020 FIELDBOOK: PAGE: DRAWING NO: C4.32 SHEEr: 10 OF: 14