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HomeMy WebLinkAboutR-408317M 00 O 1 O 1 W I - ONLY PU LIC CATCH BASIN LIDS SHALL HAVE THE RENTON LOGO, ALL PRIVATE CATCH BASIN LIDS SHA L HAVE THE RENTON OGO REMOVE . DocuSign Envelope ID:6EECF5B6-602A-4E4A-B436-A317AA638878 FRAME AND VANED GRATE SEE NOTE 4 CLEA4 SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREAOF THE BASE SECTION MUSTBE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I I I I I I I I BASE SECTION 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, R 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 Y2 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 NOWSHRINK APPLICATIONS N 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 N C-FD, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 202.00 • PUBLIC WORKS FITO DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 I :45 DATE (:))CATCH BASIN INSTALLTION NTS DocuSign Envelope ID:6EECF5B6-602A-4E4A-B436-A317AA638878 1/2" LETTERING p BOLT HOLES-3 PLACES y EQUALLY SPACED 120' APART ON 23 1/16' DIA. B.C. VG QV tia ENTON ® O D IN (1) V DIA PICKHOLE COVER BOTTOM VIEW PLAN VIEW 11/4"LETTERING (3) ?LT SOC. (ALLEN HEAD) 5/8'-1, x 1.6 SS RUBBER 25"DIA WASHER jl314" 2 V2" I 8 3!4' I � (TYP 1 COVER SECTION VIEW EON BOLTING DETAIL 26 1!2" DIA. 25 1!4" DIA. 114" DIA. NEOPRENE GASKET 1/4�17 1 1/16' 1/18" g• 1/8" FI " 23 3/8" DIA. CL OPEN GASKET GROOVE DETAIL 27 5/16" DIA. 34 1/8"DIA. FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) DS STD. PLAN - 204.SO 1y PUBLIC WORKS DEPARTMENT STORM ROUND FRAME AND COVER :45 A PP�Y►Z 9/28/2018 I DATE Abossein Engineering, L.L.C. STORM ROUND FRAME AND COVER NTS MECHAMCAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 18465 NE 68TH ST PM10 ND, WA. 98052 PH: (425) 462-9441 FAX: (425) 462-9451 Mai (service®abossein.com www.abossein.com POURAZARI #39659 Pou of �s8j�c�Y �D0-4 SrONAL ot DocuSign Envelope III 6EECF5B6-602A-4E4A-B436-A317AA638878 25114" 29 114" J BOLT -DOWN HOLE (TYP.) - 5/8", 11 NC, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW 5/8'-11 NCxZ" GRATE FAAME SECTION BOLT -DOWN DETAIL SEE NOTE 2 24114" / SECTION A SEE DETAIL ISOMETRIC VIEW 78' \\ 1/e" 314" / \ / 11/4' , NOTES: 4 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20" • 24" GRATES OR COVERS, 41/2" SEE STANDARD PLANS 204.10, 204.20, 2043D, AND 204.40. I 1 5W I 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES. AND COVERS, UNLESS OTHERWISE SPECIFIED PROVIDE TWO 1 ES IN THE �I / FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE ORCOVER LOTS. 1 5/B" THE FRAME SHALL ACCEPT THE SW-11 NC x 2" ALLEN HEAD CAP SCREW' BY �4" / BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ �-- 2 I/Z" 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL / REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.00 • PUBLIC WORKS ° DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 1 1-1-.1--.1 DATE 2 RECTANGULAR FRAME NTS DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 7 MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS REMOVABLE WATERTIGHT / COUPLING OR FLANGE 2' MIN. A I� ELBOW RESTRICTOR, SEE DETAIL AND NOTE 1D 6" MIN 2' MIN, 6' MAX. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT 1 ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER /ANGLE AS NECESSARY, SEE NOTE 7 PLAN VIEW FRAME 8 SOLID COVER MARKED "DRAIN' WITH LOCKING BOLTS PER STD. PLAN 204.50 16' MAX. VERTICAL BAR GRATE FOR SECONDARY INLET 6" MIN. DESIGN WATER ELBOW RESTRICTOR, I SURFACE SEE DETAIL AND NOTE 10 1HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 r 12" (TYP.) 1.5 x D 1t SEE NOTE 9 (TYP.) MIN. 2' MIN. T- I D ISOMETRIC 1 OUTLET PIPE. SEE INLET PIPE NOTES 1 8 5 2' INVERT AND MIN. SHEAR GATE WITH CONTROL ROD FOR ELEVATION PER PLANS CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) 12"SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL 2' 12" MIN. WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY! 1OD-YEAR DEVELOPED PEAK FLOW. 3. ME -AL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1. 2. OR 5. 4. 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. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOCTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4", 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO ANEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-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. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICESARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 237.00 ..R PUBLIC WORKS FLOW CONTROL STRUCTURE - APPROVED: DEPARTMENT RESTRICTOR TEE GAZ 9/28/2018 DATE :45 Atl :45 AN FLOW CONTROL STRUCTURE - RESTRICTOR TEE NTS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. ABOSSEIN ENGINEERING (AE) CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT AE PRIOR TO CONSTRUCTION. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 141A'�411C'4r �1,AN a 93 BAR EACH CORNER 4', 6', 12', OR 24" JR 6" HEIGHT INCREMENT(SPACED EQUALLY), SEE NOTE 1 #3 3AR EACH SIDE 7� #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE 15" CPSSP', 12' STD. SPEC. 9-35.20 SOLID WALL PVC, STD. SPEC. 0-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 15" [.CORRUGATED POLYETHYLENE STORM EWER 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 MINIMUMAREA 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 PPE. 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. S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. I, . 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 #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER 18"MIN. STANDARD SPECIFICATION 9-20.3(2). IL 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 STRAIGHTEDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT5) D. PLAN - 200.00 ..� PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I u, noAf. assaro, DATE ��NTS ATCH BASIN TYPE 1 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 314' FLAT FACE GOTHIC 1 9" DIA +i 5 " 100�❑ ❑ STORM ❑ q" ❑ E717 ❑ 4 T 8-13/16" DIA ❑❑ t 8-118" DIA 10-12" DIA - � (2) 3I8"-18 SS SOCKET HEAD CAP 15"DIA (1) OPEN PICKHOLE ~ 1" SCREW (ALLENHEAD) WAWSHRS 5/8" ON A 8" DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION CAST IRON FRAME AND PAVED AREA (TYP.) COVER. SEE NOTE 3 12^ EXTEND �CLEANOUTRISER 2"ABOVE DESIGNSIGNP PONDING ELEVATION OR PER PLAN FERNI GASKETED v� DESIGN PONDING QUIK CAP OR SIMILAR -"-" 8" CLASS "B" ELEVATION 4"STREAMBED COBBLES PER WSDOT 9-D3.11(2) ASPHALT. SEE NOTE 4 1 l- 4" COMPACTED SAND OR (,RAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) CLEANOUT RISER, SEE NOTE 2 J �� =1 1rrr� , 7F CLEANOUT RISER. = SOIL TIGHT 45' BEND SEE NOTE WYE 2 - - - \ _1 r 1_ -1 SOIL TIGHT COUPLER � - fp'-4l'f � TI -1 UNDERDRAIN, FOOTING LL�i 11I- IL_LI -1 DRAIN COLLECTOR, OR -�I- 7 - ROOF CRAIN COLLECTOR - PIPE, SEE NOTE 1 ----------- CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA TO OVERFLOW STRUCTURE OR STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262,10, 2. CLEANOUT RISER SHALL BE SAME SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO.00367549BOI OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM'. !. FOR CLEANOUTS FULLY R PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA. POUR 8" THICK. 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF SIORETENTION PONDING WHERE POSSIBLE. 1. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT51 STD. PLAN - 226.00 s PUBLIC WORKS APPROVED: DEPARTMENT STORM SYSTEM CLEANOUT GAZ 9/28/2018 1 DATE (�7)�NTsu�m SYSTEM CLEANOUT PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE: SERVICE DESIGNED: SP AS INDICATED ON DRAWING DRAWN: S P ONE INCH CHECKED- S P AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE rp APPROVED: SCALE ACCORDINGLY VERTICAL" NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM :45 A :45 At DocuSign Envelope lD:6EECF5B6-602A-4E4A-B436-A317AA638878 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 96', 120" OR 144- SEE NOTE 6. TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER L S- 12" (TYP.) Ie T T 1'MIN. 'O" RING 24" MAX. REINFORCING STEEL, (TYP.) MIN. 12" MAX. 12' GRAVEL BACKFILL FOR PIPE ZONE 12' BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6' 6' SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' R 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 I.S-MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PPE. 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 MORTARN 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. PUBLIC WORKS DEPARTMENT 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' 8" 8' 60" 12' 84" 8' 12' 72" 12. 12' 84' 12' 120' 1 10" 12' 1 96" 12' 144' 1 12" 12' 1 109" 1 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL pVC2 PROFILE WALL PVC 48" 1.. 30" 24' 30' 30" 54" 30" 36" 30" 36" 36' 80" 38" 42" 30" 42" 42' 72' 42" 54" 42" 48" 48' 84" 1.. 60" 54' 48' 48' 96" 60" 72" 6O' 12(r BB" 84' SO" 144" 78" 1 96" 60' 1 48" 1 48' 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. S-EC. 9-D5.20) STD. SPEC. 9-05.12(1) 'STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 201.00 CATCH BASIN TYPE 2 GAZ 9/28/2018 1 u, ev...,Asr roam DATE 4 CATCH BASIN TYPE 2 NTS ISLAND INSIDE WIDTH FOR SWALES #1-4 = 8' TOP WIDTH = 6' SWALE #1-3 1 TOP WIDTH = 8' SWALE #4 zx W=3' FOR ALL SWAL 0014 •�•k�� 1A 11\\ WA­4W4 • • ,d S 1.5:1 CABS #1 TO #3 (TYP.) S : 2.5:1 CABS #4 (TYP. BOTH SIDES) SEASONAL HIGH WATER TABLE © 3.5' DEPTH CONSTRUCTION GEOTEXTILE FOR SOIL SEPARATION 5" MINUS OR PER WSDOT STD. SPEC SECTION 9-03.12(4) BELOW THE INVERT OF 6" DIA PERFORATED PIPE $ CABS NTS CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF JW RENTON Planning/Building/Public Works Dept. :45 AI RIM ELEV TOP GRATE REFER TO SHEET C5.0 FOR ELEV. CALL OUTS 1' ='ll SOIL LAYER S 1.5:1 1= 0.25' MULCH CABS #1 TO #3 TYP.) CITY STD DETAILS FOR COMPOSTED AMENDED �BIOFILTRATION SWALE IS MODIFIED AS SHOWN IN THIS SECTION TO FIT THE FIELD CONDITIONS ROCK DEPTH ALONG TOP OF PIPE VARIES REFER TO O M M O O T1 V M N O O O M W T J OUTLET PIPE IE CALLED OUT = ON PLAN V IMPERMEABLE LAYER 6" DIA PVC PERFORATED PIPE _ IE VARIES FOR EACH SWALE U J a O R-408317 U IN COMPLIANCE WITH CITY OF RENTON STANDARDS W I - DEVELOPMENT ENGINEERING z + Lu Nathan Janders 03/19/2020 ' z a z Q DATE Ir FIRST UKRAINIAN PENTECOSTAL CHURCH 02-25-20 �e FIELD3811 NE 21 ST ST PAGE. OK: PAGE RENTON, WA 98056 DRAWING NO: STORM DRAINAGE DETAILS C8.1 SHEET: OF. H 22 65