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Home My WebLink AboutR-3883251 #3 BAR HOOP 2 #3 BAR HOOPS 5 s•• 30,. 3A �0„ 2� s•• 5 5 s•• 30„ 3a' 20„ 2A s•• 5 12" FRAME AND GRATE SEE SEC. 7.05 AND APPLICABLE DWGS. SEE DETAILS 6" RISER SECTION 12" REDUCING SECTION Lij4, 26 R Mi PRECAST BASE SECTION #3 BAR (MEASUREMENT EACH CORNER AT THE TOP OF THE BASE) N #3 BAR EACH SIDE<a #3 BAR EACH WAY NOTES 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE Used. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUsed KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIA PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIA OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 4'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM RTI AL NTS EDGE OF CATCH BASIN WALL. hatch Basin Type N u c� w Q M FOR SEPARATE CAST -IN -PLACE MORTAR FILL 20"x24" OR 24" DIA FRAME & GRATE OR COVER. SEE SEC. 7.05 ADJUSTMENT SECTION (LEVELING BRICKS OR GRADE M RINGS OPTIONAL) 48",54",60",72",OR 96" . z B � F CV RING PRECAST BASE JOINT SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST BASE. REINFORCING STEEL (FOR SEPARATE BASES ONLY) 0 SIZE 48" 54" 60" 72" 196" SQ.IN.FT. IN EACH DIRECTION 0.23 1 0.19 1 0.25 0.35 0.39 (2) HANDHOLDS (2) STEPS OR LADDER, ORIENT WITH INLET SO STEPS WILL CLEAR PIPES SEE DWG. NO. 2-006 IN PRECAST BASE & INTEGRAL RISER 1'-0" FOR 48", 54", & 60" DIA 2'-0" FOR 72" & 96" DIA GRAVEL BACKFILL FOR FOUNDATIONS ,o o00O 6" MIN COMPACTED DEPTH FOR PRECAST BASE ONLY "-48"0 - 6" 54"0, 60"0, 72"0 - 8" 96"0 - 12" REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) 0 SIZE 48" 54" 60" 72" 96" SQ.IN.FT. IN EACH DIRECTION 0.15 0.19 0.25 0.24 0.29 LEVEL PAD 16 - 3/4" X 2 1/4" i I 25" 7 7/8" r2 1/2' X 1/8" I A �M1 SEE NOTE 1 z: IM NOTES 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. NOTES: FOUNDARY NAME 1/2" LETTERS RECESSED 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) TO BE FLUSH AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA 30 nog STANDARD SPECIFICATIONS. 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH O o 1;) BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO. 2-006, CATCH BASIN DETAILS. 1 1 /8" TYP. BAR HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE MANHOLE. 7/8" TYP. SLOT SEE r 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ALL DETAIL PRECAST CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS cc SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED su"'°"oa ON d °1 '"'"'° `1' IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. _� L 1 1/4" 1 7/8" 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAM. PLUS CATCH BASIN TOP VIEW WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36 FOR 48 CATCH BASIN, 42 FOR 54" C.B., 48" FOR 60" C.B. , 60" FOR 72" C.B., 84" FOR 96" C.B. MIN. DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" C.B.; 12" FOR 72" AND 96" C.B. 2 to 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 23 3/4" M AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MIN. CLEARANCE. I.. R=7 1/4" 1 3/4"� 7/8"� 3/4" 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT. 9. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, SEE DWG. NO. 2-006. 23 1 2" 5 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS NTS SIDE 1AEWCatch Bas i n T e I I SEC. 7 05.3 FOR JOINT REQUIREMENTS. yp 00 a� Approved By: Approved By: SECTION A -A Approved By: 18" X 24" 9/16" Approved By: 16" X 22" OPENING 17 3/4" X 23 3/4" M (+1/32", -0" TYP.) 25" CEMENT CONCRETE CURB GUTTER CATCH BASIN W In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: Date: _ TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW vE MAC aff EXTRUDED CURB CONSULTANT C O U G H L I N NTS PORTER Standard Frame Installation 4 Lu NDEEN I:i6)ICC! MIG NOTES 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC x 2" SOCKET HEAD (ALLEN HEAD) BOLT. 7 1/4" FOR MACHINING 2. GRATE SHALL BE DUCTILE IRON. CLEARANCE THIS BAR 1" THICK 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD (TYP. 4 PLACES) SPECIFICATIONS. BARS 1 5/8" THICK 4. USE VANED GRATE IN CURB LINE. THIS AREA 5. USE FRAME SHOWN IN STANDARD DETAIL D-9. BARS 1 3/8" THICK 6. ALL GRATES SHALL HAVE LOCKING BOLTS. THIS AREA LEVELING PADS ROUND ELLIPTICAL TANGENT 8 - 3/4" X 1 3/4" X 1/8" BETWEEN TWO RADII OPTIONAL DESIGN FOR GRATE OPENINGS ENDS 17 3/4" CN CV C" it 3/4" 1 1/4" 17 1 3/4" 17 1 2" 12" BUILDING WALL 6.1" m � DOWNSPOUT PER DUCTILE IRON ARCH'L PLANS 2' SQUARE INLAY GRATE -o �o CONCRETE FLOOR SLAB RING MARKED "SD" BEDDING F o 0 CAST IRON COVER AND LOCK DOWN CONCRETE o+� GASKETED HUB AND 6" CLEANOUT OR 8" CLEANOUT OR PAVEMENT BOLT o 0 SPIGOT ADAPTER (AS NOTED ON PLAN) REMOVABLE TEST PLUG AS REQUIRED SEE DETAIL(FINISH GRADE m m 6" SD FINISHED GRADE \\ \\ \\ 9• d . N Z p COVER PLAN 12"0 D.I. PIPE - 6" 45° BEND I I = CONCRETE N \�\ j\\ j\\� RED DOT BUILT / FIBER JOINT FILLER\\/�\\ \/ IN BLOCK FOR GRATE LOCKDOWN 45° BEND = 12" DIAMETER Cl- POLYDRAIN JP� SEE PLAN FOR I.E. LOCK TOGGLE NOMINAL AND PIPE SIZE Z /jam --�- - - - - - - - - - FLOW \\ POLYDRAIN CHANNEL RIBS SOIL SUBRADE 6" SD N SLOT DETAIL I� SEE NOTE 1 NTS Parking Lot / Area Grate 8 NOTES: 1. 12" PVC DRAIN BY ARSON, ADS OR EQUIVALENT. 2. IN PLANTER BEDS: COVERS TO BE NYLOPLAST DUCTILE IRON 12" DOME GRATE (MODEL 1299CGD) W/ LOCKING MECHANISM (PART # 1230DOMELOCK) OR APPROVED EQUIVALENT. 3. IN LAWN OR PEDESTRIAN PAVEMENT: COVERS TO BE NYLOPLAST DUCTILE IRON 12" PEDESTRIAN GRATE ASSEMBLY W/ LOCKING MECHANISM (MODEL 1299CGPL) OR APPROVED EQUIVALENT. MIN 12"x12" SQUARE GRATE W/PEDESTRIAN SPACED GRID SIMILAR TO ADS H-10 HINGED. DUCTILE OR CAST IRON FRAME ADAPTS TO VARIOUS PIPE SIZE AND MATERIAL SEE PLAN FOR INVERT Li MIN 6" CAT H 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: I I'' I ;M rm 0 0 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, 1O z 36936 GISTEg�Cy�� oNaL SHEET TITLE / NUMBER Storm Drainage Details NTS Downspout Connection 9 NTS 10 Clean Out NTS Trench Drain ELIEVATKA R-388325