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Home My WebLink AboutR-391013291W O T CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) m b PIPE ALLOWANCES HAIDtOLD I Q RECTANGULAR ADJUSTMENT SECTION Wm PIPE ►TEB1.11L BWD� OR CIRCULARADJUSTI ENT SECTION FRAME AND VANED GRATE DiAMUTFdt to :r BOLT -DOWN HOLE (TYP.) i GROUT, TYPICAL (SEE NOTES) FRAME AND VANED GRATE - 5W -11 NC' SEE Q REINFORCED OR 17 FLAT U DETAIL & NOTE 2 PLAIN CONCRETE ALL METAL PIPE Is, CPSSP* 12' A (STD. SPEC. UMM) O _ 4r.sr er xr,e4•aerr S. SOLID WALL PVC t5. a •. b' (STD. SPEC.9-05.120)) T ) PROFILE WALL PVC 15• o OR tY (STD. SPEC. 9-05.1 0 V, �) �� SEE NOTE 4 O * OR CORRUGATED POLYETHYLENE LADDER STORM SEWER PIPE •', .-' • ; .. , CLEAN SURFACE AND BOTTOM AREA. W PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ONE S3 BAR HOOP FOR B• HEIGHT ADJUSTMENT SECTION. ADJUSTMENT SECTION O TWO 113 BAR HOOPS FOR 17 HEIGHT Nil o T RECTANWILAR ADJUSTMENT SECTION TOPNOTES zMORTAR FILLET � � � � RENFORCIMIG. STEEL TIM.t I. Coveris designed t0 accommodate 20- x 24- grates Or it GRAVEL BACKFILL FOR NOTES -)- PFIE 20W BEDDING 2. Provide two holes in the frame that are vertically aligned with t O1. As acceptable alternatives to the reber shown n the PRECAST BASE �' �r he grabs 1 cover slobs. Tap each hole w. accept �'�� a 5J8' - 1NC x 2" alter head cap screw. t- C� SECTION, fibers (placed according to the Standard Specifications), or SEPARATE BASE IN7E(;RAL BASE Location Of bolt down holes Varies among ciftfereM wire mesh having a minimum area of 0.12 square inches per foot shall CAST-iN41AGE PRECAST WITH RISER s manufacturers. be used with the minimum required mbar shown in the ALTERNATM LLJ * PRECAST BASE SECTION. Wire mesh shall not be placed in the NYF 6 U knXkt«�. 03 BAR EACH CORNER z 2. The knockout diameter shall not be greater than 20. Knockouts shall PIPE n� emomo %' GRAVEL BACKFILL FOR 3. Refer to Standard Specification 9-05.15(2) for additional J haa wall thickness of 2• minimum to 2.5• maximum. Provide a 1.5' rT ve requlremellls n minimum gap between the knockout wag and the outside of the pipe. SEPARATE BASE CATCH BASIN DIMENSIONS After the pipe is installed, fill the gap with joint mortar in accordance SECTION O 63 BAR EACH SIDE with Standard Specification 9-04.3. PRECAST CATCH MAXIMUM MINIMUM BASE REINFORCING STEEL BASE SECTION l WALL BASE DISTANCE IWAL IN EACH DIRECTION BASIN THICKNESS THICKNESS SS THICESS KNOCKOUT BETWEEN 00 3. The maximum deptl from the finished grade to the lowest pipe invert DIAMETER SIZE KNKNOCKOUTS SEPARATE SEPARATE BASE INTEGRAL BASE ryW� shall be 5'. �✓ 48• �• $' 38• 6' 023 0.15 83 BAR EACii WAY 4. The frame and grate must be installed with the flange down. 54' 4.W e• 47 8• eta M19 NOTES O PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the walls may Sir s 8• 48• s• 025 0.25 O V TV 6" a• eIr IT 0.35 0.24 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, be sloped at a rate of 1:24 or steeper.GUTTER. DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY hl 84• e• 17 77 tr 0.39 0.29 THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. La J B. The opening shall Ice measured at the top of the precast base section. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. M 98- S' 12' Be 17 0.39 0.29 RC-CESSEDALLEN 7. AI pickuix toles shall be grouted full after the basin has boon placed. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. HEAD PAP SCREW 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Ys BOND. 1fir era•- 11 NCxr B. AN grade rings and Castings shall be sot in mortar In accordance with5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT I( Standard Specification 9-04 3 PIPE PE ALLOWANCES 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 1. No steps are required when height is 4' Or less. CATCH PIPE MATERIALwrtH MAXIMUM INSIDE DIAI4ErER 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR 3N' GRATE MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4.000 PSI AT 7 DAY PER APWA STANDARD BASIN ALL SOLID PROFILE SPECIFICATION 9-20.3 ISORMEMC VIEW 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. DIAMETER CONCRETE METAL ( WALL be �U B. PICK 1 LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. BAR EACH CORNE R 3. The rectangular frame and grate must be installed with the flange down. 48' 24r 30• 24r 27- 3(r The frame may be cast into the adjustment section. 5V 30' 311• 30• 2r 35' 1 5W FRAME4. Knockouts shall have a wall thickness of 2' minimum tD 2.5' mardnxmt. Provide �' air 47 3W 3W 47 ro T 93 BAR HOOP a 1.5' minimum gap between the knockout wall and the Outside of the pipe. After TT 42• SC 47 3W 4b• a the pipe is installed, fill the gap with joint moiler in accordance with Standard se s4• W 64• 3r 4b• Specification 9-04.3. W Ed8' � >r Ii0" 36' 41r 0. All grade rings, risers, and castings stiff be set in mortar in accordance with 0 >W mane Slash SewerPko Mid. SW_ W20) z 1>2 •` ' SECTION W SEE NOTE t Standard Specification 9.04.3. 4) (SW. Sp-Spm aos 1�j DETAIL O BOLT-0SEEM�N2DETAIL ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 PUBLIC WORKS RECTANGULAR FRAME SM. PLAN - 204.00 _ DEPARTMENT + �� * DEPARTMENT DEPARTMENT MARCH 2O08 ✓✓ * DEPARTMENT MARCH 2O08 NT MARCH 2O08 NT MARCH 2O08 1` X 6` PLANKS ($ECURED BY TWO GALVANIZED HALM. W) 1 Z m -.� 1• T x 6` CAP LU ® O.D. D. idsof pips I, W (see rots 4) carrosclon BOLT -DOWN SLOT; SEE3• r IMt of pips mina G� DETAIL AND NOTE t {{/��♦// COOT �` SLOT - SEE DETAIL g• brt3hp MID NQTE7 for-, 1'-e- l 2 c c pipe i s o- 2` X 6- SfRNOF7i.S (2 EACH) J a,S O.a sin. ° ° x Posr 2` X tit CAP 6` 6` 20 sift of pi" 0.e50b. mh (PRESSURE TREATED) 61-O' Iffal 1' X 6` PLANKS WHEJSTEP MAX V• FOR gtw.r�a.III for .ar,.d GRADE CHANGE fair pipe ssOdith9 "A 4! min. Zr I.D. aid hrhda C min.. over Zr LD. G7�G7�4�0� S/�tf0 for FMOdMs Pips OIITFALL TD ST DIMP N7 POLLUTANT TOP sEcrroN O TOP SECTION O •Pen `Pa'�►I am.c Flexible Pipe NOTES: "�` _"_ I 1. Provide untinmr support under harrals. 6• p• NOTES T 2. Hand tamp Lander haunches. COHf tE FOOTING3. Compact th ax. bedding material 96% mdensity; directly over pipe, hand tamp orgy. Provide two slots in the cover that are vertically aligned N with the holes In the kame.LomSon of bott�own slots ` F a15 Pee min 4. See 'Excavation and Preparation of Trench"inSanitary varies among different manufacturers. sewers section of the h widlin and trenching 4 1 1 24• Pk's ---�- specifications for trhJrx;h width W and trernchir� FtNISH GRADE 2. Alternative reinforcing designs are acceptable in osmvadirn °� d" n"� options. The pipe zone will be the achrd trench wtdlh 7 OR 8 EQUAL SPACES The minimum concrete width shall be 1 I I.D. = mr. 6• erg � .Anrh tit. Trench bac kfill shall conform to Beddiling Sewer � lieu of the rib design. c.ddi gravel cedar for Bxpipe bedung Trenches" in the San sewers section aFtd,a 3. Refer to Standard Spedflcation 9-05.15(2) for additional DIRECTION OF ROW �Y 2' 3• requirements WSDOTIAPWA standard sper�wfions, simeptthat - Arch Instn a. For Frame details, see City of Renton rocks o lumps larger than d pascal of pipe diameterB. PT_ 3r R - SEE NOTE 2 Pips- hllon 6. See Beddl u Material for Fleadl bite Pipe' In aggregates 94=WN C Standard Plan 204.00. section of the WSDOTIAPWA standard spacHi atlans sECTiON �lZ for the malarial specifications. Rigid Pipe NOTES: L ::�fl 1. Pipe compaction limas shown on this plan are for pipe GRAVEL BASE (TYp ) construction in an embankment For pipe construction I r TYP. 3µ• in a trench, the horaorital limits of the pipe compaction zone shall be the wells of the trench. 1 IW 2. All sleet and alunlr>tm pipe and pipearches shot be 6` X S' POSTS NEED TO BE PRESSURE TREATED FIR. Installed in accordance with design A. ALL OTHER WOOD MEMBERS TO BE CEDAR. f]tl5iR0 SUB GRADE 3. Concrete pipe with elliptical 1110IF& MITI A shall be ® Backfill material placed in 0.6 loose layers and installed in accordance with design A. compacted to 95% maxdmum density. ALL NAILS USED SWILL BE GALVANIZED. p 4. Concrete pipe, plain or with dreuler reinforcement, shill W WOOD FENCE 311Y �p Method B or compaction (WSDOT(APWA) � d�0 p0 be Installed with design A. 1 O A-;, p�OO� 5. O.D. Is equal to the outside dim of a pipe or the standard specifications.) O� Op0 p� Odd Q0� outside span of pipe -arch. The dmensions shown as 3l4• 3y4. OD�p OpOQ OpOp Op O.D. with 7 m admum shall be O.D. until O.D. equals p�OpO p� OpOp�OpO p�dO��pO 3; at which point 3 WWI be used. 4• •� �- 3W DIMI HALF 1 1r4` DOp�p00p�O�Op�p�OpOp00po BOLT-DOYYN SLOT DETAIL ` 1'-0.6or diameters 1z'thra,gh 4z and sperm though Min. dlst 1 1 12• DNA. HANDLE SEE NOTE 1 greater than greater then 42' end spans Pipe SIZE between barrels NOTES circular pipe 12" to 24* 12" R-391013 �dp0oo® 1. Provide two slots in the grate that are vertically aligned cD n(-, LCPE, GMP 30' to W diam. / 2 LLJ with the holes in the frame. Location of bolt -down skits (diameter) 102' to 180` 48- verfas among different manufacttrers. tllOrETRIC Flo � 43•to 4r span/3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS (� BMT-DOWN BLOT DETAH. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional SEE NOTE I requirements. (span) 148 to 199' 48' SURFACE WATER UTILITY z s. Unless otherwise specified, vaned grates shall he used with standard frame v DEVELOPMENT ENGINEERING nlvithhiincrossrotravel a s9 gutter or e1ong�,ed, ribs, be located rstraka 10/16/2017 rnair 10/17/2017 _ O PUBLIC WORKS RECTANGULAR SOLID STD• PLAN - 204.10 + ,• PUBLIC WORKS RECTANGULAR STD. PLAN - 204•20 + • * PUBLIC WORKS PIPE COMPACTION SM. PLAN - 220.00 * DEPARTMENT METAL COVER MARCH 2O08 MARCH 2O08 MARCH 2O08 DEPARTMENT VANED GRATE DEPARTMENT DESIGN AND BACKFILL W z z U Q �• ifteiffe Emin"Mg -• >, r n . OF i GRANT PLACE i • • ___CITY ... -