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Home My WebLink AboutR-396126SEC. 14, TWP 23 N, R5E W.M. .0 co I I W I- I- n W O a 5W G Q Z FRAME AND VANED GRATE F1P )R r HEIGHT TWO 93 BAR HOOPS FOR it HEIGHT RECTANGULAR ADJUSTMENT SECTION .3 BAR EACH CORNEF K3 BAR EACH SIDE k3 BAR EACH ...., PRECAST BASE SECTION 93 BAR EACH CORNEF 19" MIN H3 BAR HOOP PIPE ALLOWANCES mmmtm PIPE MATERIAL I/Ia1D@ DUIYETER _ REINFORCED OR 1T, PLAINCONCRETE ALLMETALPIPE tr rCPSIS I (STD. SPEC.B 0520) 1Y SOLID WALL PVC ts, (STD. SPEC. 9-412(1)1 PROFILE WALL PVC tr (STD- SPEC. 9-05.12(2)) # CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mash having a minimum area of 0.12 square inches per foot shall be used with the minimum required rater shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 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 1,5" minimum gap between the knockout wall and the outside of the pipe. 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 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. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. B. 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 1 - PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN 200.00 DEPARTMENT MARCH 2008 TOP NOTES 1- This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 24 114• a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different J manufacturers. ( 3. Refer to Standard Specification 9-05.15(2) for additional h requirements. SECTION RECESSED HEAD CAP SCREW , S/e' - 11 NC x 2 --- I, L314" GRAiE II ISOMETRIC VIEW 1 518" �- FRAME L SECTION BOLT -DOWN DETAIL DETAIL r` �4► r° PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 DEPARTMENT MARCH 2O08 CATCH BASIN FRAME AND VANED GRATE (DETAIL 204A0) m -.� - - HANDHOLD � ........ RECTANGULAR ADJUSTMENT SECTION '' OR CIRCULAR ADJUSTMENT SECTION le 4r - GROUT, TYPICAL (SEE NOTE 5) w a FLAT SLAB TOP 44•, 3a•, 6B'. ]2', 6A- OR 96' - MORTAR (rYP.) STEPS OR LADDER RFIPFORCINGSTEEL(TYP.) �1.r •• GRAVEL BACKFILL FOR �>-- _ '•!, iT PIPE ZONE BEDDING SEPARATE BASE INTEGRALBASE CAST -IN -PLACE PRECAST WITH RISER 'O• RING I F12' I GRAVEL BAGKFILL FOR 6.I _ PIPE ZONE BEOOING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS MINIMUM I BASE REINFORCING STEEL BASCATCH WALL BASE MAXIMUM ; DISTANCE inIM. IN EACH DIRECTION OIEhR THICKNESS THICKNESS KtK I BETWEEN...............SIZE ......._. .. _......._�_. ........... _....i._. _. KNOCKOUTS CSEpARATE BASE, INTEGRAL BASE 45, 4- r 36. r 0.23 0.16 5V 4.r r 4T I r 0.19 0.19 80' or r 48" r 0,25 0.25 72- r r - -'I _ tr 0.35 0.z4 12• 72' It" ai9-- gr 6• ,r 84• tr 0.39 0.29 NOTES 1. No steps are required when height is W or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3 The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5' maximum. Provide a 1.5' minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, rill the gap with joint mortar in accordance with Standard Specification 9-04.3. s. All rode rin s risers and castin s shall be set in molter in accordance With PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMMER BASIN DIAMETER NCRETE METAL CPSSP SOLID WALL PVC (1) PROFILE WALL PVC0 4W 24• 37 PA' 27' 31r 1. 30' 3r W 2r 3r e0• 4r 3W 3r 4r 7r 42' 64• 42' 3T 4e• 84' 54• Sr N. 36• 48' 98' 6T 7Y 6T 3W 48- 9 9 9 Cl' CorrugaNd Polyethylene Storm Sewer Pipe (Bd. Spec. 9-05.20) Standard Specification 9.04.3. C21. (std. SPec.9-o5.12pp Cv (Sid. Spec 9-05.12(2)) PUBLIC WORKS CATCH BASIN TYPE 2 SM. PLAN - 201.00 DEPARTMENT PFN MARCH 2O08 16111 A } TOP 2V 7 OR 8 EQUAL SPACES,_,__ �1 I r---- DIRECTION OF FLOW 1 1� T-7- i 1 9" SLOT -SEE DETAIL eyI AND NOTE 1 1 5J 5' r 3. SECTION ®R _r•�l2 I SECTION 11M' '. BOLT -DOWN NO NOTES DETAIL SEE NOTES / I. Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2.RefertoStandard Specification 9-05,1M)foradditional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 / DEPARTMENT VANED GRATE MARCH 2008 0 CONSTRUCTION PERMIT SUBMITTAL CONSULTANTS , CONSTRUCTION RECORD DRAWINGS Site Planning 4 Civil Engineering Q Land Use Consulting 4 Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's be I ow. www.cphconsultants.com NO. REVISION sht n 9111R CPH Cnnqultantq. 1 1 (:- All Riohtq RPRPrVPr1 Call before you dip. S � 0 FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION - /SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 14 BOND. 5. ADJUSTMENT SECTION SHALL DE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUS )MENT SECTION SHALL BE WATERTIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 B. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. TOP CATCH SASRN INSTALLATION SLOT - SEE DETAIL In AND NOTE 1 to / rR N � SECTION LI 2- 4EQUAL SPACES " 4EQUAL SPACES SECTION CA - [ 1t. 1 ��,. % •yam// BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots in the grate that are vertically aligned I. with the holes in the frame. Location of bolt -down slots varies ISOMETRIC among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. Y PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN - 204.3.0 DEPARTMENT VANED GRATE MARCH 2O08 PCE 2/20/17 JBS SURVEYED: MITCH EVANS '�`G 8 `� B DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH BY DATE AP P R APPROVED: XXX �W�1111� ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NA O 1988 HORIZONTAL: NAD 1983/1991 DATU M HO SEE NOTE 2r MIN. ] 1•MIR 20114' TYR $ ` SEE NOTE 4 \� C (TYP.) ' SEE NOTE (TYP.) 1 � TOP VIEW FRAME DETAIL CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB Hoop 2r • 24"VANED GRATE � FRAME ISOMETRIC VIEW PUBLIC WORKS DEPARTMENT � � 1pthT5 - neat 74 RENTON AHEAD OF THE CURVE FRAME DETAIL SECTION C) CATCH BASIN '-r (z 0.387 z3- (=azt7) GRATE -=34'(WIDE SIDE) CATCH BASIN TYPE 'I .`I / z40•(WIDE SIDE) • CATCH BASIN TYPE IL SEE NOTE I SECTION A) NOTES 1. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among IN& ferent manufacturers. The Frame may have cast features intended to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar I Debris Guard Rod to the Hood may vary. The Hood may include casting iugs. The top of the Hood may be cast with a pattern. 3. Attech the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned with the grate slots. Tap each hole to accept a We" x -11 NC x 2" alien head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. it is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. OPEN CURB FACE 3TD. PLAN - 203.00 FRAME AND GRATE INSTALLATION DETAIL MARCH 2O08 11Y [19mm] LETTERING BOLTHIX.ES - 3 PLCS EQUALLY SPACED i2r APART ON 23 VIV (566mm) DIA B.C. ow PICIMOLE 1 1/4• [32mm1 LETTERING PLAN VIEW 25" DIA [635-1 1' r 1251Bm] 3/4• _I111_lIL � ltemml 21r2' Fes------- 122anm1 [64-1 TYP COVER SECTION VIEW (6 k I [6'73rM6 25 IW DNA -. [641-1 _ 11/1r -- 114" (6mm) DIA CZ7rr••l NEOPRENE GASKET i 62,," 23 WW DIA CL OPEN [18mm) I I594mm1 - IIII� nsnr Dw [884mm1 341re• Duo 1867mm] FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD), s/8•-11 x t.6 s5 RUBBER WASHER EON BOLTING DETAIL ,K• 1/0• I t27mmt 13mm] +re• [R3mm) GASKET GROOVE DETAIL NOTES ALLCOVERS SMALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C I OR APPROVED EQUAL 2Y PUBLIC WORKS" STORM ROUND FRAME AND COVER STD. PLAN - 204.50 _ DEPARTMENT -� MARCH 2O08 CITY OF RENTON Planning/Building/Public Works Dept "TONAL n`` - ®�,�,� CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR R-396126 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAYGRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS J 0- W DATE: D 7/25/18 > FIELDBOOK: �j PAGE: S O DRAWING NO: C3.108 0 SHEET: 26 OF: LU