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Home My WebLink AboutR-398014O FRAME AND VANlD ®RAT! A �P Gt 1T ONE #3 BAR HOOP P FORW HEIGHT TWO #3 BAR HOOPS FOR 1T HEIGHT RECTANGULAR ADJUSTMENT SECTION 03 BAR EACH 03 BAR EA, 196... ..... ..... PRECAST BASE SECTION #3 BAR EACH CORNEF 18-MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCEDOR IT PLAIN CONCRETE ALL MEFAL PIPE 15" Hx'BSPw (SIO. SPEC. 905.H1) tT soLlDwAUPjrc 76. (STD. SPEC.9-03.12(1)) PROFILE WALLPVC IF (STD. SPEC. fi-05.1Z(2)) #'txxaiUliATED IV LYI:THYLENE 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 mesh having a minimum area of 0.12 square inches per foot shell 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. Alter the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-D4.3. 3. The maximum depth from the finished grade to the lowest pipe invert shell 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 124 or steeper. 6. The opening shall be measured at the top of the precast base section. T 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 *ri'Aawy. P-PUBLIC WORKS CATCH BASIN TYPE 1 200.00 STD. LANDEPARTMENTMARCH 2O08 CB TYPE 1 NTS 29 114" TOP 24 1/4" B SECTION O 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 a 5/8" - 11 INC x 2" allen head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. RECESSED ALLEN HEAD CAP SCREW 71_ l8"_I 1/8" 5/8"-11 NC x 2" 314" GRATE ISOMETRIC VIEW C 1 51W FRAME a 2 11T SECTION BOLT -DOWN DETAIL DETAIL O SFENOTE z Y� PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 DEPARTMENT �FA,To$ MARCH 2O08 RECTANGULAR FRAME coterria ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com CATCH BASIN FRA MD VANED GRATE (DETAIL2D6.00) � "R I4ANOIIOLD RECTANGULARADJU.STMENTSECTI QR mfXXIIARAD.lU3IMFNT SECDON GROIR. TYPICAL (SEE NOTE 5) 'J j� �MDRrARITYP_i SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST wnH RISER ,= 1 PiPFzarE elsm#aG SEPARATE BASE PRECAST aDrrG -srricITYRI CATCH BASIN DIMENSIONS CATCH DIABM IE ER W� Mktg E� BASE THICIm� MAXIMUM "BI�� MINIMUM DISTANCE BETWEEN IWOCKOUTS BASEREINFORCINGSTEEL 'nr/ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 4T P 0• air 0• 023 0.1, Sr 4S 0' 42' 0" 0.19 am 51 r 40• 0• 025 7T 6' a' m• IT 0.35 M.�4 IT' 1T 7T 1T 0.399F W 1T M' 1T 039 NOTES 1. No steps are required when height is V 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 All rode Tin s risers and Castro s shall be set in mortar in accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIM.ETE72 CGHCRET ALL METAL CPSSP SOLID WALL PVC(D PROFILE WALL Pvc MIT W 30' 24' 2T 30" Sr 30' SIT 30" 27' 36" sw air 4T 30' 36' 42' 7T 4T 51 4T 36' 48" or 54• 6P 59• 36' 48" Sir OP 77 .1 36 48" 9 9 g Standard Specification 9-04.3. CMRM+� Polyethylene,1S- Sewer Pipe IBre. SPA. 9-11,20) (9Mec . Sp (SW Spec 9,0512(2)) Al•{Y O �� DEPAR PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 TMENT N� MARCH 2O08 CB TYPE 2 NTS wi BARS tili T SPACING 20'z, 24'DIAM., 4B"DIAM, OR B4" DIAM. HOLE 1 1' MIN. HIT MAX SC or SS" FLAT SLAB TOP Rf BARS O W SPLICING 2111' x 2C, 24" DIAM., 4W DIAM. OR SI' DIAM. HOLE r(TYP. TYPICAL ORIENTATION FOR ACCESS AND STEPS EoU U I- MIN. 21L2" MAX. 72' FLAT SLAB TOP 04 BARS 41S' SPACING tv 20' x 24' OR 24' DIAM. HOLE I� r) 2IMMAX. ECCENTRIC CONE SECTION 4V', 54", or SO"' FLAT SLAB TOP 12- UYP.) a 0" m 12" PREFABRICATED LADDER _bye {IIIII. I{I �1�Y�M I N�IIgIIIII IJ IJ � i STEP SC 6 �S OR 12' y <tONE #3 BAR HOOP WONEMBARHOOPFOIli4"TWO 93 BAR HOOPS FOR 12 RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1 0 As an acceptable alternative to rebar, wire mesh having a minimum areal 12 square inches per foot maybe used for adjustment sections. Y - PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN 204.60 DEPARTMENT DRAINAGE STRUCTURES MARCH 2O08 NL MISC. DRAINAGE STRUC. DETAILS SHARED DRIVEWAYS CITY COMMENTS CITY COMMENTS CITY COMMENTS REVISION O FRAME AND VANED ORATE SEE NOTE 4 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 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE 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 OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. 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 Y2 BOND. < STD. PLAN - 202.00 PUBLIC WORKS CATCH BASIN INSTALLATION DEPARTMENT FNTO MARCH 2O08 CATCH BASIN INSTALLATION NTS 57SEE NliIE2 /B"R X 5/8"D DUMMY JOINT SEE NOTE 2'- 0" 2'- D" b r I I 1 I I 3/8- PP.EMOLDED JOINT FILLER (TYP)EME CURB AND GUTTER PLAN VIEW FACEOF CENTERL14LOF L� OURS �..5 FR111AE 0 GRATE IF' 6 1 2' 13' 1/2' R. MATCH " ROADWAY SLOPE FRAME AND GRATE - NOT INCLUDED /.. IN CURB AND GUTT6tB0 ITEM TOP OF VC ROADWAYROADWAY1A go .D E • o • ADJUSTMENT SECTION - NOT INCLUDED W CURB AND GUTTER BID IIFM A' CATCH BASIN - NOT INCLUDED IN CURB AND Gull BD REM k•• SECTION 0 / GENERAL NOTES: The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. ?. The expansion Joints of the adjacent sidewalk shall / I be adjusted to be In line with these curb / expansion Joints. 1C VIEW IIS V4 STD. PLAN - 101.1 CEMENT CONCRETE CURB PRO D: PUBLIC WORKS INSTALLATION AT DEPARTMENT CATCH BASINS C a ow AU - OAT(S //,- - MISC. DRAINAGE STRUC. DETAILS SURVEYED: MB 3 29 17 PA DESIGNED: MB MB 9 09 16 PA MB 81516 PA °R°W"` MB MB 7/07/16 PA CHECKED: PA BY DATE APPR APPROVED: SCALE: #3 BAR # FRAME AND VANED ORATE 5 V TWH1,llUOOPFORSHEIGHT TWO#3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION .w,,xas IXA TOM PRECAST BASE SECTION #3 BAR EACH CORNER 16 MIN. #3 BAR HOOP SEE NOTE 1 ALTFRNATIVE PRECAST BASE SECrION PIPE ALLOWANCES MAXIMUM PIPE YAlEA11LL INSIDE DIAMETER 1✓EINPgiCED OR 12.. PINN CONOETE AIL METAL RPE 15' �• 1T (STD. 6PEC.80520) SDLID WALL PVC tY (STD SPEC.9-05.12(1)) PR(Eap WALL PVC EC. -12'fi Hill(STD. S STORM SE NOTES 1. As acceptable allernefives 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 fool 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 18". 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 grde to the lowest pipe Invert shall be 5'. 4- The frame and grate maybe installed with the flange up or down. The frame may be cast into the adjustment section. 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 Inlet has been placed. o STD. PLAN - 200.30 �A A PUBLIC WORKS CONCRETE INLET ♦. DEPARTMENT fgAtpZ MARCH 2O08 1 N= Or HOR ZONTAALL 1D 983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONCRETE INLET NTS SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 3 AND SPECIAL PROVISON PLAN NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING rstraka 06/20/2017 Brianne Bannwarth 06/22/2017 A DEPTH OF CLASS "B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM DF 8" WHICHEVER IS GREATER, ADJUSTMENT RING (1" MIN.) OR BRICKS. SEE NOTE 4. SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD PLAN 4 400.1. 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8' OF CLASS'B" ASPHALT OR TO A DEPTH THAT IS 2"BELOW THE BOTTOM OF THE UPPERADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BRICKS AND FRAME SHALL BE GROUTED ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE USE OF SHIMS IS PROHIBITED. STD. PLAN - PUBLIC WORKS TYPICAL UTILITY COVER DEPARTMENT WORKS ADJUSTMENT FOR PAVEMENT OR OVERLAY TYPICAL UTILITY COVER ADJUSTMENT CONSTRUCTION PERMIT SUBMITTAL DATE: CITY OF L I M E L I T E SHORT PLAT FIELDBOOK: � RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING NO: Planning/Building/Public Works Dept. CML DETAILS C14 R-398014