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Home My WebLink AboutR-373907N T OO Q J a_ I..L O vJ N Z Q FI" I"I L.L C:2 PUILINI'ICIRATION FIGURE C.E2,A TYPIC4LTRENCRLNFILTRAIIONSYSTEM rao; PLAN VIEW Main a-ngM edde -ae NTS /— perlaamdppe I I nfibahan aerrA - wmpwlsolitl lb PLAN VIEW rwl drain NTS overflow dpdtedPOO bb Ml bask pad «dl0d PIPa Ir ly O vra.Uled rock 7 Cao G c °C T sa 0'mrr 11rz'34• . c ": \ 1 min 1191116ah CB SUmp W(a01d 1'In fa«lebkl -_ - L I Compacted becklili a -dnlor 8•exiGle Oedoraed pipe 26• vo co' wash1r :c° C7, _ N rode t trz• -era• I-- za e SECTION A NTS 009 Suds¢ WW «lkvga%lauual - AppmdlxC 19/2009 C1R GRAVEL — FILLED TRENCH — "LIMITED INFILTRATION" LEFT, TYPICAL. 24 10 - 1dl1 v r/ 1 0 I10, O V 1D1 O I N 1 11I1 0 W P 1 14C 2' WIDE x 2' DEEP 2 WASHED ROCK TRENCH TAIL ALONG DOWNSLOPE SIDE TYPICAL HOUSE BMP PLAN OF DRIVEWAY CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH IMPERVIOUS MITIGATION: (A) SHEET FLOW DRIVEWAY OVER 25' MINIMUM VEGETATION, B 600 SQUARE FEET OF ROOF AREA INTO 45' OF GRAVEL FILLED TRENCH(ES); AND C; CONVEY BALANCE OF ROOF AREA THROUGH A PERFORATED PIPE CONNECTION TO STORM SYSTEM may... of r'•a+ Q - z r Po ;?c` zTlegFF.G /STEgF° ss %— .. 07/07/2014 a NOTESoA ti A SCALE gWHDIPoJ,SeI DATUM 4 "x4' njk° 00 1 4 "x4" S iu t i POST umowD w Ld POST 2E z aCT 4C0Cr GMOEmW a o to bMwwil MObv a4aYnl auol deibO aMl mnu.h TOP OF GROUND ATFW7. F010im. zovE rCCp1 y 1 GFAIENT C«KRk 1E PEDESIRIPN CURS DATE APPR eEE WNmMrF1AY4- 3/8- E%PAN9014 JUNT OR TOP OF CONC. 1; po CSEE SM. Mr1' b' WAY n 2' WIDE x 2' DEEP 2 WASHED ROCK TRENCH TAIL ALONG DOWNSLOPE SIDE TYPICAL HOUSE BMP PLAN OF DRIVEWAY CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH IMPERVIOUS MITIGATION: (A) SHEET FLOW DRIVEWAY OVER 25' MINIMUM VEGETATION, B 600 SQUARE FEET OF ROOF AREA INTO 45' OF GRAVEL FILLED TRENCH(ES); AND C; CONVEY BALANCE OF ROOF AREA THROUGH A PERFORATED PIPE CONNECTION TO STORM SYSTEM ECOMMENDEQ FOR APPROVAL By , b, Date: [° By: G' O / - _ Date: 7• /OW By: Date: By: Date: C2.11 PLRFORATEDPMECONT•ECTION O TEXTOFINSTRUCTIONS Your property contains a stormuater management How control BMP (best management practice) called a pedoratetl pipe connection,- which was installed to reduce the snomuntter runoff impacts of Some or all of the limpeniws surface on your property. A perforated pipe Connection is a length of dronage, conveyance pipe with holes In the bott«n, designed W IOW runoff, conveyed by the pipe. Into a gravel filled trench where It can be soaked into the surrounding soil. The Connection is Intended to provide opportunity for infiltration of any runoff that is being conveyed from an impervious surface (usually a roop to a local drainage system such as a ditch or roadway pipe system. The size Cotl Composition of the perforated pipe connection as deflated! by the flow Control BMP site plan aM design details must bar maintained and may not be changed without written approval either from the ktp County Water and Land Resources Division or through a future development permit from King County. The soil ovenop of into perforated portion of Me system must act be compacted or covered with Impervious materials. FIGURE C•21I.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RFSME 11 to at oil fiherfabric V 6•' pod pipe 18 min P7 P t - - - s/i washedrock ca 1 24 -min TRENCH X- SECTION NITS slope —. to readdrainage system 2'X1D' level trench w)pen pipe PLAN VIEW OF ROOF NTS 009Sudace W'sd[Dcsisl M.muM -All C 19/2009 Gal 6" PERFORATED PIPE CONNECTION may... of r'•a+ Q - z r Po ;?c` zTlegFF.G /STEgF° ss %— .. 07/07/2014 a NOTESoAMawlrPMa]TNf -8 rumxG rouaiCNuvt A SCALE gWHDIPoJ,SeI DATUM 4 "x4' CURBR.WPw1GT1l.R MIN I. P[OVB, YPalara CNb Ramp or a9dt mml®E or unamidd RMbWeK 00 1 4 "x4" IaT iu t i POST umowD w Ld POST 2E z aCT 4C0Cr GMOEmW a o bMwwil MObv a4aYnl auol deibO aMl mnu.h TOP OF GROUND ATFW7. F010im. zovE rCCp1 y 1 GFAIENT C«KRk 1E PEDESIRIPN CURS DATE APPR eEE WNmMrF1AY4- 3/8- E%PAN9014 JUNT OR TOP OF CONC. 1; po CSEE SM. o PATTERN (SEE DUAL) n o SIDEWALK A a S SEE CGNTRACTFVN9• wDTNCVPJ F n DEPENDING ON SIZE OF I SIGN AND NUMBER OF a SIGNS ON POST (TYP.) aY F%PAN6i0N ouse ERwan' -.TO F•10.13 err CUro. CUb eM GUB «, Ibprasmd CUro aM GUxM. erq POST BEHIND SIDEWALK POST WITHIN LANDSCAPE STRIP cues, onerN ffP, Patkaran cub dela%. NOTE: a LEGIBILITY DISTANCE SHOULD BE AT LEAST CROSS'WAIx 40 FEET PER INCH OF LETTER HEIGHT. NO PARKING" SIGN INSTALLATION aTUwawe ECOMMENDEQ FOR APPROVAL By , b, Date: [° By: G' O / - _ Date: 7• /OW By: Date: By: Date: C2.11 PLRFORATEDPMECONT•ECTION O TEXTOFINSTRUCTIONS Your property contains a stormuater management How control BMP (best management practice) called a pedoratetl pipe connection,- which was installed to reduce the snomuntter runoff impacts of Some or all of the limpeniws surface on your property. A perforated pipe Connection is a length of dronage, conveyance pipe with holes In the bott«n, designed W IOW runoff, conveyed by the pipe. Into a gravel filled trench where It can be soaked into the surrounding soil. The Connection is Intended to provide opportunity for infiltration of any runoff that is being conveyed from an impervious surface (usually a roop to a local drainage system such as a ditch or roadway pipe system. The size Cotl Composition of the perforated pipe connection as deflated! by the flow Control BMP site plan aM design details must bar maintained and may not be changed without written approval either from the ktp County Water and Land Resources Division or through a future development permit from King County. The soil ovenop of into perforated portion of Me system must act be compacted or covered with Impervious materials. FIGURE C•21I.A PERFORATED PIPE CONNECTION FOR A SINGLE FAMILY RFSME 11 to at oil fiherfabric V 6•' pod pipe 18 min P7 P t - - - s/i washedrock ca 1 24 -min TRENCH X- SECTION NITS slope —. to readdrainage system 2'X1D' level trench w)pen pipe PLAN VIEW OF ROOF NTS 009Sudace W'sd[Dcsisl M.muM -All C 19/2009 Gal 6" PERFORATED PIPE CONNECTION R- 313907 42" MAX 24" MIN 5_ 2 1/2 1 -1/2'T STD 90• BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. PIPE CAP 2" GALVANIZED STEEL PIPE I CEMENT 1 -1I/2' CONCRETECLASS 'B 3 i {• MINUSCRUSHED °'`• ROCK _ 8" FOR ALL ARTERIALS 2' MIN CLEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB 8' -6" GROUND MOUNTED STREET NAME SIGNS OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFS, P.E. may... of r'•a+ Q - z r Po ;?c` zTlegFF.G /STEgF° ss %— .. 07/07/2014 a NOTESoAMawlrPMa]TNf -8 rumxG rouaiCNuvt A SCALE gWHDIPoJ,SeI DATUM wRe RILP WOTI -EEE C«nRaer Vl e15 CURBR.WPw1GT1l.R MIN I. P[OVB, YPalara CNb Ramp or a9dt mml®E or unamidd RMbWeK J N 1 IaT iu t voTx -WE CONTMm PWIS «cab m wehaxninvie COhmd Prn. umowD UY6 F N aCT 4C0Cr GMOEmW WE F`uUa4- weM CEMENT CONCRETE bMwwil MObv a4aYnl auol deibO aMl mnu.h aEr n ATFW7. F010im. zovE rCCp1 y 1 GFAIENT C«KRk 1E PEDESIRIPN CURS DATE APPR eEE WNmMrF1AY4- 3/8- E%PAN9014 JUNT DETECTABLE WARNING WE Xb1EaSEENG's CSEE SM. PLAN F -3) PATTERN (SEE DUAL) PRONI[E SYODp+ TPANMTIOxTO A coinedCaNCRETE ea)flWtx -WE NGTEa S SEE CGNTRACTFVN9• wDTNCVPJ 1 Y,eWN 9W CO1nPACrNA6- ISMIp. f -P MIN PM. 4. Sae tlw C«roeG Pbm err tlw wit daaign ee,adRietl. sea aMNld Pre U'RE(7,) aY F%PAN6i0N ouse ERwan' -.TO F•10.13 err CUro. CUb eM GUB «, Ibprasmd CUro aM GUxM. erq0"s)-SEE cues, onerN ffP, Patkaran cub dela%. a CROSS'WAIx SEE SM. PL-AN 11-5<) aTUwawe x l Sun Conaa«Pero f«wiJn antl MecemeM Of aidewa IX. BUFFER D18TANOE FROM P.C. RAMP LNNDING estiPRESFNr.OR TGSaLNCl wRB I,`uuW S RIP 8. The Bd Irm'CmWni C«xrer Cub Ramp TYro does cot aduda lava Max LV:!NS. WE CIXRM4T PIAN& w wd;IwL ., F{,- i uroar. DePreeeetl CUrO entl GuOer. S DEA I i[ aauP TwE fR MAR cw etlMCurb, Sidaxtlk 1 . ISOMETRIC Y.EMI 9mEWdll( RAMP Y[PE 41111 CURB.DRwee nUAlcRc.- T. The Wit Issue, maHmum minl, Maps mall cot require Ma Rmp lelglh SNeal f of S AN000r1ER- SEENGiEf 1e, Mygad l$'iBBno B•11M,BaNg Die taP91MBMIr Ywnen CMnM1Tg ADOPT® S" via D GETEVraWEwxw,o suwacE- WSaw gredea.When appyirg DU I&Iod anoxam watt, NO na" FACEGFCWB FACEGFCURB siapa m ac lssswbiaSEEeTaMalalO)FlM1Fii . p aD»Cero aramD Boo to ale Aw oEPnPSWOCUaeAw GUtTm- DITIE 66— OWG NAME: M13 SP P/CE:1`013 SEE NOTE Srltdard SpaClECatlam 6f/. C x R- 313907 42" MAX 24" MIN 5_ 2 1/2 1 -1/2'T STD 90• BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. PIPE CAP 2" GALVANIZED STEEL PIPE I CEMENT 1 -1I/2' CONCRETECLASS 'B 3 i {• MINUSCRUSHED °'`• ROCK _ 8" FOR ALL ARTERIALS 2' MIN CLEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB 8' -6" GROUND MOUNTED STREET NAME SIGNS OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFS, P.E. may... of r'•a+ Q - z r Po ;?c` zTlegFF.G /STEgF° ss %— .. 07/07/2014 a NOTESoAMawlrPMa]TNf -8 rumxG rouaiCNuvt A SCALE gWHDIPoJ,SeI DATUM wRe RILP WOTI -EEE C«nRaer Vl e15 CURBR.WPw1GT1l.R MIN I. P[OVB, YPalara CNb Ramp or a9dt mml®E or unamidd RMbWeK J N 1 VNPxO TO VwTw «rnG RAai Cwb Rampl slbn shall be pMrod within Not wNM a the assodebtliutvoTx -WE CONTMm PWIS «cab m wehaxninvie COhmd Prn. umowD OME aREemNe N GRo sledseREU( 26reWtGMOEmWWEF`uUa4- weM bMwwil MObv a4aYnl auol deibO aMl mnu.h aEr n ATFW7. F010im. zovE rCCp1 y 1 GFAIENT C«KRk 1E BY DATE APPR eEE WNmMrF1AY4- I WE Xb1EaSEENG's 9. Don «prW¢reWgs, JUrflan Bmtm.Aama cmen:.«wwreppum- Y - «WM. PRONI[E SYODp+ TPANMTIOxTO media in Term Of tle Witlamp Or on sry, conch be CUb RemP« coinedCaNCRETE ea)flWtx -WE NGTEa S SEE CGNTRACTFVN9• wDTNCVPJ 1 Y,eWN 9W CO1nPACrNA6- ISMIp. f -P MIN PM. 4. Sae tlw C«roeG Pbm err tlw wit daaign ee,adRietl. sea aMNld Pre U'RE(7,) aY F%PAN6i0N ouse ERwan' -.TO F•10.13 err CUro. CUb eM GUB «, Ibprasmd CUro aM GUxM. erq0"s)-SEE cues, onerN ffP, Patkaran cub dela%. wm aaMP aTA16e1DRANF4aw AwT(rv.P. i N S. See 9rnWNPrn F- a410MCaren[Canaete agexelk dehir. 1aTUwawe rBACKOOURE! RN l Sun Conaa«Pero f«wiJn antl MecemeM Of aidewa IX. NYOE «a/J( Devoe estiPRESFNr.OR TGSaLNCl wRB I,`uuW 8. The Bd Irm'CmWni C«xrer Cub Ramp TYro does cot aduda lava Max LV:!NS. WE CIXRM4T PIAN& w wd;IwL ., F{,- i uroar. DePreeeetl CUrO entl GuOer. etlMCurb, Sidaxtlk wino MTTEER; ETE CURB.DRwee nUAlcRc.- T. The Wit Issue, maHmum minl, Maps mall cot require Ma Rmp lelglh SWW f AN000r1ER- SEENGiEf 1e, Mygad l$'iBBno B•11M,BaNg Die taP91MBMIr Ywnen CMnM1TgmraCTARVEMAIOaWwRFAw- SFFNGmf SEE 6TMOVWFL1NFJa10 D GETEVraWEwxw,o suwacE- WSaw gredea.When appyirg DU I&Iod anoxam watt, NO na" FACEGFCWB FACEGFCURB siapa m ac lssswbiaSEEeTaMalalO)FlM1Fii . p aD»Cero oEPnPSWOCUaeAw GUtTm- DEPRESSEDcwRBANUOVTTER S. Curb Ramp. landtg end Fla. seal rereie bmdm fioNh. SOB YEtaaocuse/.R SEE NOTE Srltdard SpaClECatlam 6f/. C x evoinI L __. LEGEND 6t PE W EITHER DIMMON PUNVIEW PuxVEIY TYPE PERPElD1CUURA TYPE PEWMMUUR0 mIECiIB4EwMAlan tRANIw- Sll ever.. wFFEw CBIEN"CaRCREIE FETECTAeIEw/11MXGSURFACE- 9EEmA1WMR/:XF$1B FIDESTRNGIRB- SEE erAMaROIIAXFL.w BEE NDTE f I.PYH. WS. aaaoEeWN! sLOeeTISATI®RT- bHCCNTRACr P1At5 SooWEMTET ttIwTERSIePE- 8EE MTAKMIOPW11.w.10 pMDE MiEYr SB%MN{. YR. M. DEPRESSEDCIPBMIGGUi1FIR- gp%WX SFE xoTE. a3ti A TOP BF 0.Mga'Ar a cEMDawRSRETECwe 4ATRICq 5 AIDOUiIiR- WE tgTEf II)L WIMMG CURB R.WP r, 3•ya 9'PYY TT I"{Agg ((aer fa! SEPREBW000RBMIO GUTTER- sW aTANMm %ANFaw GUPB RADIUS DETAIL Op w R SECTIax O 1y[fe5Ea reimr yIPEwemMie,v,RS Bffr w,Ee BvEfOiiiBaa G\' aIDA'AL iS 3 1 f} e7a3 PERPENDICULARCURBRAMP STANDARD PLAN F- 40.115-02 SHEET1d,ISIP£T MPRpyED FOR PUaucuwx Pasco BakG h N EW13 1901aEIDIC VIEW RgEiRF Y1EW O TYPE PERPE[DICIMR A PAY LBRT TYPEPERP MUURBPAYUEOT wsaaws as aprwwM,".WUa R- 313907 42" MAX 24" MIN 5_ 2 1/2 1 -1/2'T STD 90• BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. PIPE CAP 2" GALVANIZED STEEL PIPE I CEMENT 1 -1I/2' CONCRETECLASS 'B 3 i {• MINUSCRUSHED °'`• ROCK _ 8" FOR ALL ARTERIALS 2' MIN CLEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB 8' -6" GROUND MOUNTED STREET NAME SIGNS OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFS, P.E. may... of r'•a+ Q - z r Po ;?c` zTlegFF.G /STEgF° ss %— .. 07/07/2014 a zamm O RGODIMENSIONS, INC. SCALE gWHDIPoJ,SeI DATUM CITY OF RENTON Planning/Building/Public Works Dept. RENTON 7 SHORT PLAT JAYMARC HOMES, LLC STORM DETAILS AND NOTES NE 2nd COURT/ NILE AVENUE NE J N D D.L OFFE, P.E. 6 N o.l_ OFFE, P.E. aEr n ATFW7. F010im. zovE rCCp1 y NO. REVISION BY DATE APPR APPN u I IDIE 02/10/201 1p« 7 15 z a zamm O v o m 2 OJN D 6 N