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Home My WebLink AboutR-398709C13 �ww A a I P'NK jPITT mw URAN 0 -,.. N w 4 R<-o.aR LaraLAaTDR omaxl -xo msTu xD I TOP L PAR ...E, .,BCM U) � � B em+t FOR nr SS AND TIONSTEP SII Ipc 7 _ FaN Acceaa AND arePa amu" O - : - LN F B TOP A�° OR AEN'NN.�LiPUN W he I TrM IN be beer *"DBN . .,,m,�� rhrL 4, -.ria .. — o x.mmN.,w.karev. Na4PNNNrI i .... I 4P, nNTA OPTIONa,, 3 AND < AMENS IN PLACE OR STOCKPILE AND AMEND ECCENTRIC CONE SECTION IONPRENCIMCNINUA ae�, s+��, o, SLAB TOP m M N1 ANOBURAIromen W -Na 0M 1110 Nr c.a,N,,.ePmaEDnwaal 10 Sbe o r:l MEM n wreamod AN. ilNI TAB oAe awrweN.r IDMN. reeN w.rMWWMmA` -:—._- - ocwea. Care, DUN rANJ m:A0l2-q - -I'DM� bm Ann OPTION S. IMPORTED TOPSOIL IwaaHmnn,.emo:e.. FUB® RECTANGULAR m PLLII � gum I®y'MFAY'u. E@L[E STS. PUN 2u DD RPPA�i REAPED ORATE LI -I MISCELLANEOUS DETAILS FOR : c'.I I. PIPE COMPACTION 9T0. PLUS — 220.00 PUBLIC $OILAMENOMFNT SECT IONS q�p DRAINAGE STRUCTURES � 2 x DESIGN AND BACKFILL e) S[vaRTMFxT NTS NITS HTS KITS COR STD PLAN 204.20 - RECTANGULAR VANED GRATE COR STD PLAN 204.60 - MISC DETAILS FOR DRAINAGE STRUCTURES Z COR STD PLAN 220.00 - PIPE COMPACTION DESIGN AND BACKFILL 3 COR STD PLAN 264.00 - SOIL AMENDMENT SECTIONS 4 ACCE$$COVER Drt ... CONCRETE COLLAR 10'DEEP WATER QUALITY FLOW RATE AS AND REB9R TO MEET 2 1110,4. wm mn., eiaw�n.Nr v1P SO& e �n XSROWAPPLICABLEBV 12.59 7.5 15 lr CONTRACTOR 1.8 OUL LEVEL UG1'L' NmE8 a N=Wz4 MF.ut ry4 M8A BANK N4fl4W*fgi OVERALLS STRUCTURE HEIGHT (9) 49 -. ,. m,: ':, 18' CARTRIDGE FLOW RATE KFwG D N ] 5 MEDIA TYPE PERLITE ZPG REOPEN)ZPG 1 �.... .:=".. LT R .. 1'sw - --- I CPE CMP ITIO ,2. EFFORT EFFORT 41am 12 GENERALNOMS 1. OFFERED TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE 2 FOR SITE SPECIFIC DIAMONDS WIN DETAILED STORMFILTER CATCHIMIN STRUCTURE DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR O O fepNETMD 1 e s & J I PIPE DATA: a..w NEW�� xFCT.NBBLM.D,yeIRENraEQrIDN ONRC ADJUSTMENT SPORONT I.E. DIAMETE L eq '. 1, - ; - LL F c�-+ - , XM � t I CONUECX ENGINEERED SOLUTIONS LLC REPRESENTATIVE. vwng coWN1ES.xm fOR W' tle' 9 a z1a onY tY ,3' 2 10 Sbe o r:l MEM n wreamod AN. ilNI TAB oAe awrweN.r IDMN. reeN w.rMWWMmA` -:—._- - ocwea. Care, DUN rANJ m:A0l2-q - -I'DM� bm Ann OPTION S. IMPORTED TOPSOIL IwaaHmnn,.emo:e.. FUB® RECTANGULAR m PLLII � gum I®y'MFAY'u. E@L[E STS. PUN 2u DD RPPA�i REAPED ORATE LI -I MISCELLANEOUS DETAILS FOR : c'.I I. PIPE COMPACTION 9T0. PLUS — 220.00 PUBLIC $OILAMENOMFNT SECT IONS q�p DRAINAGE STRUCTURES � 2 x DESIGN AND BACKFILL e) S[vaRTMFxT NTS NITS HTS KITS COR STD PLAN 204.20 - RECTANGULAR VANED GRATE COR STD PLAN 204.60 - MISC DETAILS FOR DRAINAGE STRUCTURES Z COR STD PLAN 220.00 - PIPE COMPACTION DESIGN AND BACKFILL 3 COR STD PLAN 264.00 - SOIL AMENDMENT SECTIONS 4 STORMFILTER STEEL CATCHBASIN DESIGN NOTES ACCE$$COVER STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRDGE CATLHRASIN HASA MAXIMUM CF ONE CARTROGE SYSTEM IS SHOWN WITH A P" CARTRIDGE, AND IS ALSOAVAIIABLE WITH AN UP CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH ADRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IFTXE SNE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CONCRETE COLLAR 10'DEEP RECOMMENDED HYDRAULIC DROP( H)23' WATER QUALITY FLOW RATE AS AND REB9R TO MEET 1BTapm✓fi 19PMY 2UpIO✓ Tap 1apM9 XSROWAPPLICABLEBV 12.59 7.5 15 7.5 CONTRACTOR 1.8 OUL LEVEL UG1'L' rT OVERALLS STRUCTURE HEIGHT (9) STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRDGE CATLHRASIN HASA MAXIMUM CF ONE CARTROGE SYSTEM IS SHOWN WITH A P" CARTRIDGE, AND IS ALSOAVAIIABLE WITH AN UP CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH ADRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IFTXE SNE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT S 10'DEEP RECOMMENDED HYDRAULIC DROP( H)23' WATER QUALITY FLOW RATE AS SPECIFIC FLOW PATE M 2RMM 1BTapm✓fi 19PMY 2UpIO✓ Tap 1apM9 CARTRIDGE FLOW RATE GREG 15 W4M 12.59 7.5 15 7.5 PEAK HYDRAULIC CAPACITY1.0 1.8 OUL LEVEL UG1'L' rT OVERALLS STRUCTURE HEIGHT (9) 49 20 O O O O O O 4'J �' OPNCNAL FLOATABLES SUCCEED LID BAFFLE T rA' B -.07 PERMANENT LIFTING EYE NOL ELEVATION IT'P OF 4) FINISHED GRADE _ -- STORMFILTER J— ` WEI MALL CARTRIDGE FILTRATION BAV INLET FILTRATION UMY T N ST PLOW PERMANENT POOL ELEVATION INLETSNB NLETSNB (OPTIONAL) BUTPOWJ) `OVRETSNB CARTRIDGE PRT SUPPORT OROM T PIPE FLOGS FLOW KIT FROM FLOWKN UTCHBACLEANOUTACCESSFOOT D ACCESS PLUG TLS CATCHBASIN FOOT (ttP. OF 4) ONWEIRWALL IN50E (TVP, OF 4) 1—CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURED SORA I SOUND WATER QUALITY FLOW RATE AS - 167 187 gPMM SPECIFIC FLOW RATE IS APPROVED WITH PXOSPHOSORBE(PROBE) MEDIA ONLY O O O PEAR FLOW W1TE Pel OR .OP6 Bee RETURN PERIOD OF REM FLOW A 100 100 CARTRIDGE HEIGHT DIN, 18', 18' A 18' CARTRIDGE FLOW RATE KFwG �"Agn¢� ] 5 MEDIA TYPE PERLITE ZPG REOPEN)ZPG 1 �11 I J No 1 GENERALNOMS 1. OFFERED TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE 2 FOR SITE SPECIFIC DIAMONDS WIN DETAILED STORMFILTER CATCHIMIN STRUCTURE DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR O O O O O O PIPE DATA: LE. DIAMETER I.E. DIAMETE L I a�: '. 1, - J CONUECX ENGINEERED SOLUTIONS LLC REPRESENTATIVE. vwng coWN1ES.xm IF CONFIGURATION OUTLET INLETp II )I INLET �OUTLET OUTLET I( )IDINLET INLET "I SLOPED LID YES 3. STORMFILTER CATCXB.ASIN WATER DUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN O Q Q Q 0' O YE NOTEWSPECIAL REQUIREMENTS: 1' TRIS DRAWING. 4. INLET SHOULD NOT BE LOWERTHAN OURET.INLET (IF APPLIC)BLE) AND OUTET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY F_% / —`— — VANED INLET GRATE CONTRACTOR. 5, MANUFACTURER TO APPLY A SURFACE BEAD WELD IN ME SHAPE OF ME LETTER DO' ABOVE ME OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SEES. GRATE SHALL BE 6" WIDE DUCTILE IRON, HEEL PROOF p G/gyp TRENCH DRAIN RATE L B. STORMFILTER CATCHRASIN EQUIPPED ARM 4 INCH(APPROX(MATE) LONG SNOB FOR INLET (IF APPLICABLE) AND OUTET PIPING. STANDARD LONGITUDINAL, ADA RATED, NTS 4" MIN. T NET OUTLESTUB IS B INCHES IN DIAMETER.MAXIMUMOLTRETSBISSINCHESINDIAMER. CONNECTION TO COLLECTION PIPING CAN BE MADE 4" MIN. ra r<• USING FLEXIBLE CULTURES BY CONTRACTOR. PER ZORN Z886—HPD OR SLAB INSIDE RIM INSIDE RIM Ne T. STEEL STRUCTUE TO BE MANUFACTURED OF 1I41NCH STEEL PLATE. CASTINGS SHALL MEET PASHTO RASES LOAD RATING. TO MEET XSOLOAD ITEM NO. 16) OR 61/4 THICKNESS OR SLAB 1'4P Nde' RATING CN STRUCTURE, ACCNCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLARWITX W REINFORCING BARSTO BE PROVIDED L 20" THICKNESS COLORS OUTSIDE RIM SYCONTRACTOR. APPROVED EQUAL. r B. FILTER CARTRIDGES SHALLBE MEDIA -FILLED. PASSIVE SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 4" PLAN VIEW ]-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 38 SECONDS. B. SPECIFIC FLOW RATE IS EQUAL TOME FILTER TREATMENT CAPACITY (Bpm) ENDED BY THE FILTER CONTACT SURFACE AREA Rq ILL TASIN DRAIN CATCH c BASIN PER ZURN *ANY SU LIMSE Bs A. IL DEPTH, ANWORANTI-FLOTATION PROVISIONS ARE BITESPECIFIL DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED By 887-6 (6"X20") OR ENGINEER OF RECORD EONTRAROR RECORD. INVERT 20" B. CONTRACTOR TO PROVIDE EQUIPMENTWITH SUFFICIENT LIFTING ANORFACX CAPACITY TO LIFT AN04ETTXE CATCXB451N CUTTING CLUTCHES \ VARIES APPROVED EQUAL PROVIDED). rR 0. CONTRACTOR TO TAKEAPPROPRNTE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTIONRELATED EROSION RUNOFF. • SEE PLAN 4'J �' OPNCNAL FLOATABLES SUCCEED LID BAFFLE T rA' B -.07 PERMANENT LIFTING EYE NOL ELEVATION IT'P OF 4) FINISHED GRADE _ -- STORMFILTER J— ` WEI MALL CARTRIDGE FILTRATION BAV INLET FILTRATION UMY T N ST PLOW PERMANENT POOL ELEVATION INLETSNB NLETSNB (OPTIONAL) BUTPOWJ) `OVRETSNB CARTRIDGE PRT SUPPORT OROM T PIPE FLOGS FLOW KIT FROM FLOWKN UTCHBACLEANOUTACCESSFOOT D ACCESS PLUG TLS CATCHBASIN FOOT (ttP. OF 4) ONWEIRWALL IN50E (TVP, OF 4) 1—CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURED SORA I SOUND WATER QUALITY FLOW RATE AS .014 ON PEAR FLOW W1TE Pel OR .OP6 Bee RETURN PERIOD OF REM FLOW IN 100 100 CARTRIDGE HEIGHT DIN, 18', 18' DEEP Ur 18' CARTRIDGE FLOW RATE KFwG 7.5 ] 5 MEDIA TYPE PERLITE ZPG REOPEN)ZPG ZPG RIM ELEVATION 200]5' 210.30' PIPE DATA: LE. DIAMETER I.E. DIAMETE INLETSND 208.45' 8' 209.30' B' OUTLET SNB 20645' e' 20800'I IF CONFIGURATION OUTLET INLETp II )I INLET �OUTLET OUTLET I( )IDINLET INLET SLOPED LID YES YE SOLIDCOVER O YE NOTEWSPECIAL REQUIREMENTS: e_ N SLAB THICKNESS .. CTRENCH DRAIN CATCH BASIN .. o • THICKNESS 4" MIN NTS TLC TRENCH DRAIN COMPACTED SUBGRADE PER ZURN 2886 OR TO 95% MODIFIED TRENCH DRAIN SECTION APPROVED EQUAL R-398709 PROCTOR NTS SEE NOTES BELOW FOR CHANNEL IN COMPLIANCE WITH CITY OF RENTON STANDARDS mm NOTES: DEVELOPMENT ENGINEERING SURFACE WATER UTILITY 1. TRENCH DRAIN A SHALL BE CHANNEL 8601 THROUGH 8609 AT 0.75% SLOPE CUT AS NECESSARY (Fitz -James 02/15/2018 O rstraka 02/15/2018 2. TRENCH DRAIN B SHALL BE NEUTRAL CHANNEL 8606N SLOPED WITH GRADE AND CUT AS NECESSARY MS 2. TRENCH DRAIN C SHALL BE NEUTRAL CHANNEL 8606N SLOPED WITH GRADE AND CUT AS NECESSARY NTS OFFSIDE ONCRETE CATCHBASIN STORMFILTER - 2 CARTRIDGE UNIT 6 TRENCH DRAIN SECTION A -A SECTION B—B lti J. P,4, _ 1932 First Ave °° ' 9 RI'DW FIRE STATION 15 Call 3 Working Days e B� ""' CITY OF 12/22/2017 Suite 201 Before You DIG! " z "°°' LIP 1"=z°' ` Seattle, WA 98101 I�`''� PERMIT RESUBMITTAL 2/12/18 1404 N 30TH .STREET PIPE p. 206.725.1211 9L� I ,\ q 155 0 PERMIT RESUBMITTAL 1/29/18 °AN""' sMN RENTON RENTON, WA 98056 1..206.973.5344 q e msrsImm a -v' NG NO BID ADDENDUM N0. 2 I 16 18 r„m. DATUM s� esS30NAL ` O Planning/Building/Public Works Dept. w.M0Z,02 engineering pllc wMB.IpDengine ngmm 7-800-424-5555 NO. REVISION BY DATE APPR BEER 0""aLr DRANAGE DEALS 9 18 00 LO 0 0 I n U riL(y�, i T Q J 0 0 0 0 0 ^I 1` L^L I.L