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HomeMy WebLinkAboutR-374119W Q 2 U W O a c U 3 a 0 N d h 0 m ^c U IS 0 L M h N ^7 I S x m U E �n a I N Q 'rte i �xe.RaD>�KNG t =n.a, F I L T 4 orD`C D RSraAN xaB t, rte- 7 L: e••x Er FUrauarov:,mw.. ��' PREFLBRICATED LADDER ��V- = z,m _ ran �Py ztsw.jr TYPICAL. ORIENTATION - 1a .- 1 -..... -.1 FOR ACCESS AND STEPS Lte'r STEP 72• FLAT aw TOP AVE T u0.P5® BPYPW �l a -1r I .Mn =I t N.. ECCENTRIC GONE SECTION •r, u•, w Eo• BUT Sw TOP T l\�?I,C /iI DxE.J awxooP i ; TACIFISHIRINNI RECTANDDw ADJUSTMENTSECTON CIRCULAR ADJUSTMENT SECTION 10ASan accepNNeanerreB+e b reGar, xire men Iavrg a re dD.l2 spwre iHoresce foomayt'a UZed Re mNetArom seCSJt6 PUBLIC WORKS MISCELLANEOUS DETAILS FOR SM. PLAN - 204.90 ` DEPARTMENT DRAINAGE STRUCTURES MARCH 2008 F,FPEMNOTES' .PAN eMPPmrvls.AA allonw.WPW CM50ud�Pen an erMaNrreM. YP.�MIKlien awIRM"... addeN d, < m P z. Mdalt¢meeed"dmem.m M.H. awma xm droPRMA',pp�swIa wulwm.:wda ITY -IF. J-...P°exieN.PMAE' Ntll Ne mral:ltl in xin W w xM Cesgi A a. emaew dce. xee p+Atn unlwreblomnevt Leo N Im1MW vN N59iA s. o.D u wa w trowlw. eawrdapryeplre a1OWsPaNdp�„N MOn A slgmx GO D.'eim MFNT YesmOD. w4IOD. etwts ,': a1 wW pxe3 Les Co I"a< sm. 2d to balNas pe&s Vui .T atlspLo gealpvm W. ©. Bp�Ulw ma.UmelmIDirygr.ead ee I. . s"nsn. en-.- - wa de-1r. MN1Ad.MOaon1eFrSra SWTIAPWA) siaMaN Sp.vfiraacrm.l PIP, Size e rcdiar FOR Conk., LCPE, CMP (eemeleT) 12r to 24- 12. 30-to 96- RIMS 12 -FBI 4e- R' -aI metal only (span) 18 -to 36" 1T 47 to 142- span 13 1410 to 19Y 46- Om IJ F WR oA °°°` FIT A -A ... IPPI- a .h.-111IS 1. W W uM Colrer°Y Nw B.IISIq Fn PMwlxe PlPe I Police op MANN p z H m awunder ePdronee. Dc p.Hxrd1gm1 pa mssu m. rc.NY: d�HPmy %Pa d, Sear VIPe..PpY Prepaatl0n01 Trand'e my Lo•~� Fee -',, a a re.IIPIOn°rinadarM.Iredreere . ,..,a - - -- wstlnulRAPP0apJ�wIilrfteNDanduy Pollen. ills Plpe xme wlll Dx tl¢acluvl lrpM WgIN Re mllvmum m-nelesnCNSlull tel jLD. =10'. ✓ ++�N 6Tere. Wd511 W11-- mile TAPHRlrq S.m. m.v.R °m'< ,e.vmav�wm Trcncfes' In P. ssAX1 xurere wclbn Jm° WSDOPAP W A sandard epeorea ens. er PMV PON -1e °r camps In,., III l• IRS nM.l,Id denier 6- Pte_ Arch ImAMMr n OPI -IEe enUell.berkfill.needl. 6. Sea EaWing Malenal (.r flavl4la Plq'NaprpDiipf of lee WSDOTIAP VA Ore. Me area. rdu.1 m. ma en..pecttan.ai F,FPEMNOTES' .PAN eMPPmrvls.AA allonw.WPW CM50ud�Pen an erMaNrreM. YP.�MIKlien awIRM"... addeN d, < m P z. Mdalt¢meeed"dmem.m M.H. awma xm droPRMA',pp�swIa wulwm.:wda ITY -IF. J-...P°exieN.PMAE' Ntll Ne mral:ltl in xin W w xM Cesgi A a. emaew dce. xee p+Atn unlwreblomnevt Leo N Im1MW vN N59iA s. o.D u wa w trowlw. eawrdapryeplre a1OWsPaNdp�„N MOn A slgmx GO D.'eim MFNT YesmOD. w4IOD. etwts ,': a1 wW pxe3 Les Co I"a< sm. 2d to balNas pe&s Vui .T atlspLo gealpvm W. ©. Bp�Ulw ma.UmelmIDirygr.ead ee I. . s"nsn. en-.- - wa de-1r. MN1Ad.MOaon1eFrSra SWTIAPWA) siaMaN Sp.vfiraacrm.l PIP, Size Min. Uist. between barrels rcdiar FOR Conk., LCPE, CMP (eemeleT) 12r to 24- 12. 30-to 96- RIMS 12 102-to 1e0C 4e- R' -aI metal only (span) 18 -to 36" 1T 47 to 142- span 13 1410 to 19Y 46- SID. PLAN - 220.00 .,✓ ,. PC9LICISORKS DESIGN BACON e� DEPARTUENT DESIGN AND BACKFILL I hfARC41 '2008 LADE ACCESS ABOVE 1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05 ROUND FRAME AND SOLID COVER RIM 378.67 SECONDARY INLET ' 54" TYPE 2 WS ELEV. Q CATCH BASIN 377.00 IN u 12" RISER / 6" ELBOW TRIER / 1 1/2 "0 ORIFICE I POND BOTTOM ELEV. 3727MO V 12" IE 373.00 6" SEDIMENT STORAGE ` lV Z .P -- I Pun i\ MOD H.w P, ccip. Z J S T6 I'll., CPLP uC0 ➢✓� C C D.s OF ET FEE (v) NIVIR all ce:c >-1 SIDE VIEW NTE I Teia.t&tm1r'el- ..mtlxrysmpPm 38'dle.MAATNkr. 2. See drseles .3.1DrwdeMSSmnmmPWp.ArslM M CMVmn.r mednay A. News. 3. Al l Neel pane..' No galranuM pG&III YM (TBaere�l l pOda ) 4. OPENemwN I0100V One mouses pY" eswye d.SMeemere PlF.. PUBLIC WORKS DEBRIS BARRIER DEPARTMENT NO. STD. PLAN - 223.00 MARCH 2008 REVISION A t wrE � 12° I pf.P 373.00 W .i BAIT 0 y N N -030 cep dO yy°30 C -cN Ul Nn m °mod Ned s h P m ¢ y0 I leaee�.N.-w °d,... t 3 N \. .. suooT »ROUxO Sens 'weLOSO eau.0 ELPACEO. eemrsxALLaeetarl a o-DeFIFFILY 1A0FOsIA � 12° I IE 3 373.00 W .i LE Om IJ F WR oA °°°` FIT A -A ... \ Toco aor:rn 1 1/16 "0 ORIFICE xorea - BOTTOM OF BIRDCAGE ELEVATION PER PLAN ela ssonlon. �LXIMFT TDI t I- A a CB. F m e' CB' eP b AMT deMr ISPIC Ea Mz - epic d1ba rowel ImM. 2. pa M i a 1 IOp lI tar dLea" Mn. 3. 'FA la MWI M aP.r% 9e Ppvlblb Cella d.T� Ce *Wldplsfq we Mldedro:JrIBN-V- ,,,IYWY Fpde[�scaeaswMln MIIpMAmY PUBLIC WORKS OVERFLOW STRUCTURE DEPAR'I'MEN'r C c Pe - SEE NOi E ��_ ��e.AELa�iK,xe.t »L«.xPEw �L,T 1' o w.WF.R�aLF, aEDO""x,eaaxa. IAT -N1 xoTeu 1. SHEAR DATESHµL BE ALUMINUM ALLOY PER A5TM Bad -ZG-XU OR CAST IRON ASTIR AM C1Aoo AS AS REQUIRED. 3 DATE SHAIL BE 8IN, DANA. UNLESS CHEMISE SPECIFIED, 3 GATE SHALL BE JOKED TO TEE SECTION BY BOLTING (THROUGH FLANGE). WELOxG OR OTHER SECURE MEANS. ° LIFT ROD AS SPECIFIED BY MFR. WnH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE LOOK LOOK FASTENED TO FRAME OR UPPER HANDHOLD. 5. DATESHAIL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT. STOP TAB, OR SOME OTHER DEVICE. 6 NEOPRENE RRMER GASKET REQUIRED BETWEEN RISER MOONTWG FLANGE AND GATE ELNGE. 7. MATINGBURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FR. 0. FLANGE MOLWTINGBO155KLLLBE Yd W. DANA. 5TNNLE005TEEL. 9. ALTERNATE CLESIOUTISHEAS ANTES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIXIS ABWE AND HAVER SIX BA-T, 10 MIN, BOLT CIRCLE FOR BOLTING TOTHE FLANGE CONNECTION. • PLBI fC WORKS FROP - T - SHEAR GATE DETAIL SM. PLAN - 237.30 \w/• DEPA12 Ph1ENT - MARCH 2O05 0� SID. PLAN 234.20 MARCH 20D8 ' R- 314119 CITY OF RENTON Approved by: Date: B-21-i Approved by: 064 Date: ew-4E /1' Approved by: Approved by: TRIAD arrNc CITY OF AS NOTED 1°�ONf"`IL'D 10m 1°B' t9� S2 RENMN TAD 01E E°' DATUM SZ xorMatEIEx Planning /Building /Public Works Dept. err 91 y O Z Z c11Iu J 3: G (/5 J J LLJ Q Z O Lu Q w Y � Z Q U Lu (7 Lu = ¢ O Q I- CD Q Q Z >o Q 0 co ti r DINWINGISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 BID SET 05/15114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07/02114 UTILITY SET 07116114 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I � 12° I IE 3 373.00 W .i LE Om IJ F WR oA °°°` FIT A -A ... 1 1/16 "0 ORIFICE xorea - BOTTOM OF BIRDCAGE ELEVATION PER PLAN ela ssonlon. �LXIMFT TDI t I- A a CB. F m e' CB' eP b AMT deMr ISPIC Ea Mz - epic d1ba rowel ImM. 2. pa M i a 1 IOp lI tar dLea" Mn. 3. 'FA la MWI M aP.r% 9e Ppvlblb Cella d.T� Ce *Wldplsfq we Mldedro:JrIBN-V- ,,,IYWY Fpde[�scaeaswMln MIIpMAmY PUBLIC WORKS OVERFLOW STRUCTURE DEPAR'I'MEN'r C c Pe - SEE NOi E ��_ ��e.AELa�iK,xe.t »L«.xPEw �L,T 1' o w.WF.R�aLF, aEDO""x,eaaxa. IAT -N1 xoTeu 1. SHEAR DATESHµL BE ALUMINUM ALLOY PER A5TM Bad -ZG-XU OR CAST IRON ASTIR AM C1Aoo AS AS REQUIRED. 3 DATE SHAIL BE 8IN, DANA. UNLESS CHEMISE SPECIFIED, 3 GATE SHALL BE JOKED TO TEE SECTION BY BOLTING (THROUGH FLANGE). WELOxG OR OTHER SECURE MEANS. ° LIFT ROD AS SPECIFIED BY MFR. WnH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE LOOK LOOK FASTENED TO FRAME OR UPPER HANDHOLD. 5. DATESHAIL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT. STOP TAB, OR SOME OTHER DEVICE. 6 NEOPRENE RRMER GASKET REQUIRED BETWEEN RISER MOONTWG FLANGE AND GATE ELNGE. 7. MATINGBURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FR. 0. FLANGE MOLWTINGBO155KLLLBE Yd W. DANA. 5TNNLE005TEEL. 9. ALTERNATE CLESIOUTISHEAS ANTES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIXIS ABWE AND HAVER SIX BA-T, 10 MIN, BOLT CIRCLE FOR BOLTING TOTHE FLANGE CONNECTION. • PLBI fC WORKS FROP - T - SHEAR GATE DETAIL SM. PLAN - 237.30 \w/• DEPA12 Ph1ENT - MARCH 2O05 0� SID. PLAN 234.20 MARCH 20D8 ' R- 314119 CITY OF RENTON Approved by: Date: B-21-i Approved by: 064 Date: ew-4E /1' Approved by: Approved by: TRIAD arrNc CITY OF AS NOTED 1°�ONf"`IL'D 10m 1°B' t9� S2 RENMN TAD 01E E°' DATUM SZ xorMatEIEx Planning /Building /Public Works Dept. err 91 y O Z Z c11Iu J 3: G (/5 J J LLJ Q Z O Lu Q w Y � Z Q U Lu (7 Lu = ¢ O Q I- CD Q Q Z >o Q 0 co ti r DINWINGISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 BID SET 05/15114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07/02114 UTILITY SET 07116114 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I O Z Z c11Iu J 3: G (/5 J J LLJ Q Z O Lu Q w Y � Z Q U Lu (7 Lu = ¢ O Q I- CD Q Q Z >o Q 0 co ti r DINWINGISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 BID SET 05/15114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07/02114 UTILITY SET 07116114 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I DINWINGISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 BID SET 05/15114 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06/12/14 A2 ADDENDUM #4 07/02114 UTILITY SET 07116114 PERMIT REVISION / 08/19/14 MYLAR NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I NO REV DATE 1 PERMIT REVISION 05.07.14 3 PEWREVISION 0711114 d PEJtlNRREVISION /MYIAR 09.19.16 Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I Call 811 • Two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROJ. MGR: AGC DRAFTER: TAD VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I VANTAGE POINT APARTMENTS 8-19-2014 ON SITE IMPROVEMENT PLANS PAGE DRAINAGE DETAILS C6.3 am 19 BE 61 Cam, rz --e'-2 (-I