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Home My WebLink AboutR-392408n I- rr O _2 v / Z /O LJ.J K• t0 W O O N 0 CL > CL 0 r c m 0 N I Ln d W -C •3 O 4I / 0 tC' CL -L 0 N c 71 M `0 c r `1 c Y O N I / 0 0 0 1 N U a` i X lal a Z J 93 BAR EACH #3 BAR EA PRECAST BASE SECTION a FRAME AND VANED GRATE 11T DR 8" HEIGHT TWO R3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER 18' MIN #3 BAR HOOP PIPE ALLOWANCES MORTAR (TYP.) MAXIMUM PIPE MATERIAL INSIDE MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMETER REINFORCEDOR 12" PLAIN CONCRETE GUTFALL ALL METAL PIPE 15" CPSSP* ND POLLUTANT (STD. SPEC. 9-0520) 12" SOLID WALL PVC 15" (STD. SPEC. 9.05.12(1)) 0.25 0.25 PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) 12" le CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable aHematives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar 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 T. 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. 8. 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 STD. PLAN - 200.00 * * PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT N,tp MARCH 2008 7 a MOIL MORTAR (TYP.) ❑3 0 0 PRECAST WITH RISER LL MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE �Lo GRAVEL BACKFILL FOR 0 -DIRECTION OF FLOW GUTFALL TD STREA SEPARATE BASE DUMP ND POLLUTANT 0.19 0.19 TOP 1" 3" SLOT-SEEDETAIL 5• AND NOTE 1 J 5 5" 20 5" 5' 5" 3' SECTION OR 11 I I 1 1/4' BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1 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. Refer to Standard Specification 9-05.15(2) for additional 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 p MARCH 2008 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. 0 CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD G n RECTANGULARA0.IUSTMENTSECTION OR CIRCULAR ADJUSTMENT SECTION ro ' GROUT, TYPICAL (SEE NOTE 5) D U a.. ..... .. _ _ -.. FLATSLABTOP 6M, 72', S6' OR 96' MORTAR (TYP.) 7 OR 8 EQUAL SPACES PRECAST WITH RISER CADGER MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE �Lo GRAVEL BACKFILL FOR Z s -DIRECTION OF FLOW 0.23 0.15 12. GRAVEL EBEDR PIPE IDNREDDINGOING SEPARATE BASE r 42" PRECAST 0.19 0.19 80• T__ r 48" SECTION O 0.25 0.25 11 I I 1 1/4' BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1 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. Refer to Standard Specification 9-05.15(2) for additional 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 p MARCH 2008 A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. 0 CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD G n RECTANGULARA0.IUSTMENTSECTION OR CIRCULAR ADJUSTMENT SECTION ro ' GROUT, TYPICAL (SEE NOTE 5) D U a.. ..... .. _ _ -.. FLATSLABTOP 6M, 72', S6' OR 96' SEPARATE BASE MORTAR (TYP.) STEPS OR PRECAST WITH RISER CADGER MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE �Lo GRAVEL BACKFILL FOR Z s REINFORaNGSMIsm .) 0.23 0.15 12. GRAVEL EBEDR PIPE IDNREDDINGOING SEPARATE BASE INTEGRALBASE CAST -IN-PLACE PRECAST WITH RISER •a wM9 1r �• MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE •- • GRAVEL BACKFILL FOR S.� PIPE ZONE BEDDING 0.23 0.15 1• SEPARATE BASE r 42" PRECAST 0.19 0.19 NOTES 1. No steps are required when height is 4' 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, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 llh II d th PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH DI WALL BASE MAXIMUM THICKNESSTHICKNESS THICKNESS KN CK UT MINIMUM BASE REINFORCING STEEL DISTANCE Wilt. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48" 4• 6" 36" 8" 0.23 0.15 1• 4.5" r 42" r 0.19 0.19 80• 5" r 48" r 0.25 0.25 72• 8" 8• 80" 12" 0.35 0.24 84• 8' 12" 7r 1 12" 1 0.39 0.29 Bg• 8' 12' 84" 1 12" 0.39 0.29 NOTES 1. No steps are required when height is 4' 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, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 llh II d th A grade rings, users, and castings s a t>e set in mort ar In actor ante wE 1 C. -gated Polyethylene Slam Sewer Pipe (Std. Spec- 9.05.20) Standard Specification 904.3. O (Std. Spec. 9-05.12(1)) S (Std. Spec. 9-05.12(2)) Y * PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT �p MARCH 2008 503 ❑ PIPE ALLOWANCES TOP CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER MOIL BASIN DIAMETER CONCRETE METAL CPSSP p SOLID WALL PVC (D PROFILE WALL PvcO 48" 24• 30" 24• 2r 30" 54' 30• 36" SO' 2r 36' 60" 36• 42" 36" 36" 4r 72" 4r 54" 42" 36" 48" 84' S4• 60" 54' 38" 48" se. O 38" 48' A grade rings, users, and castings s a t>e set in mort ar In actor ante wE 1 C. -gated Polyethylene Slam Sewer Pipe (Std. Spec- 9.05.20) Standard Specification 904.3. O (Std. Spec. 9-05.12(1)) S (Std. Spec. 9-05.12(2)) Y * PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 DEPARTMENT �p MARCH 2008 503 ❑ NOTES TOP L�L�Cc a MOIL 3 covers 18" RISER 2. Provide two holes in the frame that are vertically aligned with t - he grate or cover slots. Tap each hole to accept 24114" a 5/8" - 11 NC x 2" allen head cap screw. � GUTFALL TG STREAM HANDHOLDS, 18" RISER Location of bolt down holes varies among different R 4 manufacturers. DUMP NO POLLUTANTS _ W 3. Refer to Standard Specification 9-05.15(2) for additional TOP 0 SLOT - SEE DETAIL AND NOTE 1 J SECTION OR Z BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots in the grate that are vertically aligned 1. 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. * � � PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD. PLAN - 204.30 DEPARTMENT VANED GRATE �Ttp MARCH 2008 4/25/18 g� 3 g� 8 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 % BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6- GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 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 8. PICK I LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS CATCH BASIN INSTALLATION STD- PLAN - 202,00 DEPARTMENT MARCH 2008 291/4" RECESSED ALLEN HEAD CAP SCREW W-11 NCxr GRATE b a FRAME SECTION ISOMETRIC VIEW BOLT -DOWN DETAIL DETAIL O SEENOTE2 PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 �R DEPARTMENT p MARCH 2008 NOTES TOP BOLT -DOWN HOLE (TYP.) - 5/8" -11 NC, SEE DETAIL & NOTE 2 1 This frame is designed to accommodate 20" x 24" grates or TO VAULT covers 18" RISER RECESSED ALLEN HEAD CAP SCREW W-11 NCxr GRATE b a FRAME SECTION ISOMETRIC VIEW BOLT -DOWN DETAIL DETAIL O SEENOTE2 PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 �R DEPARTMENT p MARCH 2008 NOTES TOP SUPPORT ANCHORED 1 This frame is designed to accommodate 20" x 24" grates or TO VAULT covers 18" RISER 2. Provide two holes in the frame that are vertically aligned with t - he grate or cover slots. Tap each hole to accept 24114" a 5/8" - 11 NC x 2" allen head cap screw. W HANDHOLDS, 18" RISER Location of bolt down holes varies among different R O L manufacturers. ANCHORED TO _ W 3. Refer to Standard Specification 9-05.15(2) for additional VAULT requirements. SECTION Q RECESSED ALLEN HEAD CAP SCREW W-11 NCxr GRATE b a FRAME SECTION ISOMETRIC VIEW BOLT -DOWN DETAIL DETAIL O SEENOTE2 PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 �R DEPARTMENT p MARCH 2008 SIX EVENLY SPACED HOLES ON 1 3/8" BOLT CIRCLE FOR BOLTIN TO FLANGE CONNECTIOI SCALE: NTS o DETENTION ELEV = 433.80_ 17 3" X 0.90 GAGE PIPE SUPPORT ANCHORED TO VAULT • 18" RISER 4" ELBOW - RESTRICTOR (TYP) III whe- jE16A7'M An: -_ KI A&M W HANDHOLDS, 18" RISER 3" X 0.90 GAGE STEPS OR LADDER O L ANCHORED TO _ W VAULT T12E)• x1A P01.,t48 DIAM.,.-, It7ff'S4'rD'A. HIOLE z 1TY - TYPICAti ti IE iP,ORACCES"S,'AIID!i'aTERSI -,U1lam O 1z4•(M(N. r II I, '...- r 601 SHEAR GATE W/ � Tirm. ., - �kOMI LECCENTRICCOMQR "It Sri for IovFIAT ALM TOP CONTROL ROD BENT TO HOOK ON STEP SIX EVENLY SPACED HOLES ON 1 3/8" BOLT CIRCLE FOR BOLTIN TO FLANGE CONNECTIOI SCALE: NTS o DETENTION ELEV = 433.80_ 17 L. I i G ISAM- bK1AM�:,: e� ' TOP OF RISER • 18" RISER 4" ELBOW RESTRICTOR - ORIFICE #3 -DIA. 0.80" III whe- jE16A7'M An: -_ KI A&M IE 433.40 3" X 0.90 GAGE PIPE SUPPORT ANCHORED TO 4" ELBOW RESTRICTOR VAULT ORIFICE #2 - DIA. 1.27" IE 432.70 SHEAR GATE W/ CONTROL ROD SEE DETAIL BELOW 1 5' WQ ELEV = 428.70 7 Z N RESTRICTOR PLATE_ ORIFICE #1 - DIA. 0.54" IE 426.70 FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH o LOCK PIN 0 ADJUSTABLE LOCK HOOK LIFT HANDLE SHALL WITH LOCK SCREW. BEA TTACHED PER MANUFACTURER'S 1 "ROD OR TUBING, RECOMMENDATIONS. VARIABLE LENGTH. LIFT HANDLE SHEAR GATE DETAIL SCALE: NTS NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. ;69A'Pl!SPhGI`JG L. I i G ISAM- bK1AM�:,: e� ' �4 �1t�fi1' HoIE. � - III whe- jE16A7'M An: -_ KI A&M T12E)• x1A P01.,t48 DIAM.,.-, It7ff'S4'rD'A. HIOLE z 1TY - TYPICAti ti IE iP,ORACCES"S,'AIID!i'aTERSI -,U1lam 1z4•(M(N. r II I, '...- r � Tirm. ., - �kOMI LECCENTRICCOMQR "It Sri for IovFIAT ALM TOP Bz' N� clTii�llCl[TE114.�fiOtd�R ItECTANOULAIi IADJfUSTMENT ISEC71ON--------------_---- .---.___-- h!0 tisan aocep, table Ahern VV relay wire mesri havensilor'a. rTfirjirnarrr p1yBa o1iD:12 squaLa;Tl�es pEr:TaormT��e used I6djtu6 enl sectill SURVEYED: SCALE: BEYLER CONSULT. N/A DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. SECTION 1-1 REMOVABLE WATERTIGHT COUPLING OR FLANGE Z ti � � u Z 6" MAX PLATE WELDED TO ELBOW J WITH ORIFICE AS SPECIFIED IN SECTION 1-1 (I.SxD MIN.) F---- 12" DI OUTLET PIPE 18 RISER SCALE: NTS NOTES: 1. OUTLET CAPACITY: 100 -YEAR DEVELOPED PEAK FLOW. 2. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PERFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 3. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH 0. D. EQUAL TO CONCRETE PIPE I. D. LESS 1/4 5. PROVIDE AT LEAST ONE 3" X 9 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL WITH 518 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO MIH WALL. (MAXIMUM 3'-0" VERTICAL SPACING) 6. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. VAULT FLOW RESTRICTOR DETAIL SCALE: VARIES Know what's below. 0111 before you dig. B EYLE R CONSULTING N T O O /O �J T Q D J 00NTACT phone: 253-301-4157 OFFICE fax: 253-336-3950 5920 100TH ST SW, STE 25 beylerconsulting.com Lakewood, WA 98499 R-392408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ar, IL (Fitz -James 04/30/2018 krevans 05/04/2018 ~ Q I..L DATE: O BOUN SHORT PLAT 12/14/2017 = CONSTRUCTION PLANS FIELDBOOK:NA U) LUA16-000124 SHPL-A U16-006297 PAGE: NA DRAWING N STORMWATER NOTES AND DETAILS Cg C O SHEET: Q of:1 rye