No preview available
HomeMy WebLinkAboutR-430514DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 L JJ co Nt Nt I 0 W I- 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 00 16 5 A #3 BAR EACH CORNER #3 BAR EACH SIDE - Y� `v #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION o PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" CPSSP", 12" STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), 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. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 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 FEET. 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 H:24V 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. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 AP PR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 P"blx Works Aaminirtramr DATE DocuSign Envelope ID: E212B987-C6264330-A5D4-DO55AO107AF9 251/4" 29 1/4" BOLT -DOWN HOLE (TYP.) - 518", 11 NO, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW 5/B"-11 NOx2" GRATE FRAME SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 1/4" SECTION A SEE DETAIL ISOMETRIC VIEW 7/8" \ 1 /8" 11/4" 1 NOTES: 4 1/2' I 1 . THIS SEE STANDARD PLANS 204. 0 214,20, AND 214.30. AME IS DESIGNED TO ACCOMMODATE 20" x 24 GRATES OR COVERS, I\ 1 5/8'• 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1 518" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. 3/4„ / THE FRAME SHALL ACCEPT THE 5/8"Al NC x 2"ALLEN HEAD CAP CREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 112" 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 �o®• PUBLIC WORKS APPo .1. -, 91� DEPARTMENT RECTANGULAR FRAME Martin Pastucha 10/19/2022 1 ­MNgItEW. D._ DATE Public Works Adminisnaror :45 Al 2:52 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) J MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 60", 72", 84", 91 OR 144" ;1. EE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER 12" (TYP) 1" MIN "0' RING r 24" 2.5" MAFORCING STEEL, (TYP.) MIN. 12"GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD.SPECIFICATION SECTION 9-03.12(3) 6„ SEPARATE BASE INTEGRALBASE PRECAST PRECAST WITH RISER 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. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 1 8„ 1 60" 12" 84" 8" 12" 1 72" 12" 96" 8" IT 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL PVC, PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 11, 60" 11, 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 'STD. SPEC. 9A5.12(1) 'STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 201.00 o®� PUBLIC WORKS CATCH BASIN TYPE 2 PR ; DEPARTMENT GAZ 9/28/2018 P"blx arks Aam DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 24" F L BOLT -DOWN SLOT, SEE DETAIL AND 2 1/2" DIA. HOLE NOTE 1 20" A / O� O�O�OQ ' O O O 0�0�4�0 TOP m ISOMETRIC I� 4 3/4" 1 1 V2" 1 5/8 R39", SEE NOTE 2 3/4„ 1 11/4" TI I IOLT-DOWN SLOT DETAIL SEE NOTE 1 r3-1 SECTION B 126", SEE NOTE 2 5„ NOTES: 3 1/2" r 314" i 5/8" 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER II` 3/4" DIA. HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1/2" DIA. HANDLE 1 1/2" 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 �o®• PUBLIC WORKS �I� DEPARTMENT RECTANGULAR SOLID METAL COVER GqZ 9/28/2018 I Publk work: Aemml:n,r•, DATE :45 Al :45 A4 SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE FACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I I I I � � � � NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED 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 MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/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. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK /LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AomSTD. PLAN - 202.00 .o�• PUBLIC WORKS PRO `��� DEPARTMENT CATCH BASIN INSTALLATION GqZ 9/28/2018 1 9 DATE WAemisam, DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 BOLT -DOWN SLOT, 112" ;EE DETAIL AND IOTE 1 3/4" 1 1/4" I � 5/8" I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING ISOMETRIC 2a" - 7 OR 8 EQUAL SPACES 5" 1 DIRECTION OF FLOW I +, 1 5/8" MAX. J T 771/ SECTION A SECTION B NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NO x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.20 o�• PUBLIC WORKS PRO "` DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 I IG%.- PPmm work, Aammi:mmr DATE SURVEYED: c �+ DESIGNED: OZHGRJ FLA WO 8A/NO71 DRAWN: CHUCK FEML/NG CHECKED: M/CHAEL MOODY NO. REVISION BY DATE APPR APPROVED: M/CHAEL MOODY :45 4 :45 AN CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.) --e\ HOOD 1 1/2" MIN. DO NOT INSTALL SAFETY BAR / DEBRIS GUARD (TYP.) 20" x 24" VANED GRATE FRAME ISOMETRIC VIEW CATCH BASIN SE GRATE rL 3" i SEE DETAIL BELOW 1 / - 34' (WIDE SIDE) 1 l CATCH BASIN TYPE 1 -40" (WIDE SIDE) CATCH BASIN TYPE 1 L HOLE OR SLOT FOR ATTACHING HOOD - 29" MIN. 1" MIN. (TYP.) 20 1/4" o SEE NOTE 4 (TYP.) SEE NOTE 2 (TYP.) 241/4" MIN. 0 ri TOP VIEW FRAME DETAIL NOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH 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. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 518" x - 11 NC x 2" ALLEN 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. SEE STANDARD PLANS 204.20 AND 204.30. 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. i SEE NOTE 1 � \. SECTION A _ 51/2" \ \ \ RV \ HOOD LEVEL -F �1" MIN. 1/2" MIN. \ OPENING HEIGHT 4" MIN. TOP OF GRATE SEE NOTE 3 I FRAME / DETAIL SECTION A UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 203.00 PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PR D: 'I` DEPARTMENT INSTALLATION GAZ 9/28/2018 IL P"mi< W"rks Aammiso-amr DATE R-430514 SCALE: VERTICALNAVD CITY 0 F HORIZONTALTAL• NAD 1983/183/1991 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PROJECT NO. 2008 1K :45 M O co CD Nt N ,�,P�F• qf.M •�� o yfy pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE •ti z• PLANNING 41843�1 DESIGN SURVEYING �.�; • LISTER ,� IaNAL ENV 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 Q 04/02 /2 5 1` IN COMPLIANCE WITH CITY OF RENTON STANDARDSFO DEVELOPMENT ENGINEERING ' w ^1+ v) HHuynh 04/17/2025 O DATE: JONES RENTON SHORT PLA T W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: L PAGE: O STORM DRAINAGE DETAILS DRAWING N0: C4.32 1 SHUT: OF' OF:34