Loading...
HomeMy WebLinkAboutR-413604-_ R / QD pj I. ° °i'0 C. DHI� 215 a-w W N LAG -� ROLLED CI �% CL 3 W S88'4B'49-E 128.64'(C)128,24'(Rl) _ GA N g--------J,,., - CONC SIDEWnI La _ ---_ -- - _RAW Gn6'/ RCP:. O L Is I L-- � I w Pm 11J w LOT I Ir 801110130 m lIt = Z k m 4 PROPOSED BIDDER DESIGNED RETAINING WALL SEE SHEET CII FOR WALL ELEVATIONS 1 26' PUBLIC WATER, SEWER, AND PRIVATE ACCESS AND UTILITY EASEMENT PER K.C. REC.y 20140924000105 AND n 7YII 20140924000106 I II LOT 2 4 801110131 INSTALL SILT FENCE PER h' C.O.R. STD. PLAN 214.00 (TYP) II I �qy 12 L p LOT II 3 801111110132 I II /I L - _ - - NE 6TH CT. ----so-- -- - - - - STD. PLAN 216.30 (TYP) LOT 4 801110133 CLEARING UNITS (TYR) C.�.'ALS.rAWI C/'/L ENG/NEEA/NCI BSURREY/NCI 428 - 291H Si. NE, 9JIH U PH: (253) 848-4282 PUYALLUP, WA 9BJ72 ce9emcee6ceenTrinc.c4m rr--_ WM \ GONG DRIVE W W-_-°T-W W- ' (NE 7TH T. RoLLEU ��RB_--- sAwcur LANE (Tw)� = I B A' EXISTING TREES T0� I , BE REMOVID (TYP) I I 91p'bb L o o INSTAL D�ITIW , LOT 1 I II I I I PAD ELEVATION = 410.00 +I wll I I I � I--�llG�//I HOUSE I E1051NG HOI15E � I I TOBE REMOVED L I - LnllTs OF LRHI AND OVERLAY PER GROSS HA AREA V O FIR 2" IkON PIP[ oz' s. & Ds E. uMlTs (TYP) EYISTING ONSITE GRAVEL TO BE REMOVED (TYP) r DOSTING RAIL ROAD TIES TO BE REMOVED (TYP) l i EXSTING GARAGE I \ TO BE REMOVED �1� o A _O -- 1 1 I P1 LOT 2 14 1 PAD ELEVATION = 40T.00 1 8011100140 r DOSTING GRADE I 01 //S' � :1 INSTALL PLASTIC COVERING ANDS/ STRAW WATTLES AS NEEDED PER C.O.R. SM. PLANS 21130 y \ AND 213.40 (T(P) @ LOT 9 3TI G PAD ELEVATION = 40.5.00 1 �3 EXISTING ONSITE FENCING TO BE REMOVED (TT) OO N88'51'03"W 95.9 r' All EXISTNG AND PROPOSED CATCH BASINS SHALL HAVE INLET PROTECTION PER C.O.R. STD. PLAN 216.30 (TYP) i. L013] O - PROPOSED BIDDER DESIGNED RETAINING WALL SEE SHEET CI1 FOR WP1E ELEVATIONS MSTALL SILT FENCE PER C.O.R. liVA STD. PLAN 214.00 (TYP) 041e000005 CALL 48 HOURS BEFORE YOU DIG 2 REWSEOf DIAL 811 1 REVISED NO. THE FOLLOWING D A MnYWG OF GENERAL NOTES I, i m B x 1 tech = 20 feet MAY WALL FLINCORPORATION THE CRMICNMB 9Ep14MCONTROL RISC) PLAN SET. ALL ME GpR3dITHE Lin EMY HOT PEW" TOM" RLOLCI.TIEI➢RIGWrORgX1ER.XEREBYREFEBREDMKMRIUJIr, GMY 9IRIXERJTIRRREVMT MJTE9 V NOi AW V(AWETD ME PRD.ELi. NFYAEVE0. ME N9LIUXi BMLL MT KNOWING NOW EDIT n1E REMAINING WTE9.IF MdIp1ULNOTES ME NEEDED FOR BPEGFK ASPECTS. TNEY 8141E BE ADDED AFTER ME E8C BTNgµp %M' NOTES eEGGRE ANY coXamlJcnaxm DEYELOPNEMAMrvmOCCURS .APPovcomMucnax MEETDp muuaE NEED MwxcrlE cm GREMpI.rEREer XFFERRED i0 AS TIE LRY. ME IFRIGNi, AND THE I➢MNANTB CGMMErpi, T APPI PI IrANY FRANCHISESLsFRANFRANCHISES¢FM(bTW: PINIrXG wnfimxrr(yi9rnrenGPNRNGM(YGfMDAv IFfMnRVIrrMTMY:Txb STORMINATTR(BRAFFNIM FeART, IGnISMOUNTED FOR MEPROJECT . TxEAPPucANT sw+LPRwoEMECITY (MINE aGALL Maxnpmw REPORTS WOODED roEca.aev A9socuneo WITH ME epurRLcrwx sTGRMwATER DENExR GERwr. 9. MEN%PEW SET 91VLLWRICEµCEBC0H8MVLTON SEQUENCE DETAILING THE 01&EAEDBTB EPTYi 9NILLBE iOLLpa£UFRpA CCNBTWLTlp1 COLA EXRMENTTOPO6nMOLCr CIEµIFIMORDETTOMGLLL PWLIECi DEC REDVWENEHTB °. TIEBOUNDARIES LFTHE 0.FKW3 LIMITS. SENSITIVE AMONG PAV THEIR BVFFE0.a. AND AREAS OF VEGETATION PRE9ERJAif91AND TREE RETENTION AS FIIESCWBEDM THE PL/JKBI6IWLBEIXFIALV LEIAFF_ATED BY GENCIXGPND PROTEGE%IH ME FEW IN ACCORDANCE WITH APPENDIX DCf ME On( OF REMTOX WRFACE WniE0.0E6KN WNVa11PFbiLN 6WLNI PPoOfl ttI TIESTPRICF COHSMVLRCN. WRIm TXE CGN6MVLTILN PFRICO. HOp61lgMNLE wJSTnucnarl�W `fl`n` sww eE PEWArn,O. ME RFKIW LWrta awu aBM4xRNwD n MEAroLlcwrreac wRRW%R cDRMFGmwroHOR a. BimE.Iff000N8TRVLTMX FNIRµCEs6WLLaE INBTKLEDATMEBEGINNINCKCGiBTWCipNµDlMwrNNED FRYMEDUMTICx CFMEPWJECT. I. WASHOUT FROM APPLICANT DRAINAGE SYSTEM TIES CRN:RER:X4CXB SMALL BE PEAFRCIEOEFFSREMIN DOMINATED CONCRETE WKXOVFIAEK ONLY ,p0NOT WA9X OUT COMPOSITE TIMERS ONTO THE GROIM.OXIOSTORYCRISIS ORMEN DRLMEB. b1ARE DUMPING CL E%LESS LONCPFIE SIMLLONLY OCCUR NDESIGNATED CONCRETE WASHOUTAREAS. 1. ALL REouIREO END MPS SXMl BE cGIs1XUETED AND In oFEMTrox Fypi TO UND uFAR NO axONR CONSTRUCTION TO RIEKNr TRKBPCxisnpY OF SEDIMENT n19LI1EALE WATE0.pU8MGE SYSTEM AND PANEEMPRWERiIFB /iLEND BROKE SMALL HE MVMNF8i0 W A SATISFACTORY LR,i%iION UNTIL SUCH TIME THAT CLEARING µDYM CONSTRUCTION R cpP%ErE µ0 FORMNL FOR g48UE EROSION IN9 PASSED ALL END BIN3 BMLL BE RBAOL4D µTNT CIXJ6TWCTgX 19 COMPLETED AND ME SRE IW BEEN STAMPEDED TO FN3UPE PoTENTUL Fpi0M81TE ERL6%)X WF9 NOT MT. THE WREIFXTPnpI. N4MFNµEE. REPLACEMENT. EF W NICEMENL, AND 0.E WJAL OF E8C BMPS SMALL E ME RFSPoN6YLIF V OF THE FNIEWaLS dLLIWIO PRODUCTS MAY HAVE THE POTENTIAL TO POLLUTE RUNOFF SNW18E UFDOHFOCS PROPERTY R ME ESCBWSLENCIED CN Ttl9 pU1NNGARE MEWEDiOBE MXIWNREOUIIEMEM1SiOMEEI.WTIGPATE09RE CGIDnIOX9. aS CpISTI1ULTlpJ PROCAF59E3 µ0 LW EXPECTED OR SFA80NK CONORNx18 pciAlE. TILE FRi ICµi BIIILL µ11E W ATE 11NT NLOE ESL BMP6 MLL BE NECESSARY i0 ENS V IE CgAETEBLrMXW ERJr(WLpITIF %iLPo$EO SITE. WRWGMECWRSE R CCNSMUETICH. nsW3LBE nlEaeLIWTIIXJ MIU RESPLNSIpunoF ME AIVLIcµi TOAWRG6ANY' NGW CONDITIONS THAT MAY BE C0.GT®eV TI6 aCTINTEsAMID TO AmNCE MIXFIONK SIC FMM. OJ6RAW ABOVE WNIWAI REQUIREMENTS. AS MAY BE IEEDFD. ITT PROTECT ANACEHi WLM0.nE9AM WATFROLLOLRV OF THE RECEINNG . 10. IPPRP/P1K MIS PLAN 16 FOR EfiE W LV. IT DOES HOT Gpi6TTlIEµ APPROVAL CFSTORM pUINPGE LfS'GN, SVENpi LOGLnp1 Cr RPE6. KSTWCigi6. LWWNELS, OR 3ipiNWATER FACILI . 11. ANY DEwPMRxJc srsrfAl NECESSARY FOR THE conSTRUM WxoisioRMwnreRGncxm9s6wxLeE sueWn6o TOME CRY FOR REwEw KD AFvpwAE. 12 µV AREAS OFE%Po9EOw13.INLLUpNG ROPLIVAV EMBAWMENi6. LML WILNOT BE pBNRBEO FOR TWO DAYS DURING ME ART BELSON(OOTOBERIBT THROUGH Me- SPIN) OR SEVEN DAYS W WN6 THE DRV SEASON (MAY 131THROUGH SEPTFABERbT11SHALL BE IMMEDIATELY STA911IIED WITH THE MPR0.ED ESC CWERMETHODS 1E G, SEmNIG, MULCHING, PUSiIC COVERING ETC.I IN CR1fCRMINCE WITH a1WExUIN DOEME REMW SWIX,1. 13. WET 9FAEONFBLREQUIREMENTS APPLY TO ALL fAHBLRUoiICN 6RE6BEMAIN OETCBER 15t µOARlIL 90TX.UNLESS 0MERW5EAe%iGYFDBY ME WY. H.ANY AREA M1EmM4AGENT gMLE9CMEKUliE3. NOT TERMING IMMECNIE PTiENFION, 9NN.LBE PLgiE45® WRXIN SE4£Nj11 DLY8. SME .WSPPCMAE OR Tp1µO MLENAWE 9MLL�LU;IM FqH Ep1EXTLK0.%UFROBV TIE CI WCEPMVIJIXW WRXXbHOURS FCLGRAIN LDVYM'4STORM EVENT, IB. BE FORE WMRNLENENi OF MY pWMRVGigHKTIWIV, GTGMMGX W6ER5 PER THE MY STANDARD MN 218 RBXALL BE FRwIVm FptALLBTpW KEA D3NNSLOPENU LMIXW YOFEET OF A pBNRµO MCc1ATIiWTICN µFA, WM1f961XE RUNOFF THAT ENDS RSTHE BE BY WILL BE LIXNEYEO IOASEDIMENT F'Mp ORTRAP .AM. CATCH BP9M WYM6 SMALLBE FEWCOIULLV IX3PECFEDAND RE%ACED AS NECESSARY TO EN9UREFMIT FUXCTpIW3 coxpnax J . AT NO iWESMLL SEGMENT IIM ACCUUW TIENCEEDL6GFTHE EMKIT S GTLX BASIN SUMP. AU. LATGI BARNS AND CMYEVNKELINES 91W1µ CLEANEDPRIgL TO PaNHD. TIECLF.LIMGOPEMTR.YI3NLLLNOi FLV8x 3EOIMEMiAOFN WATEp WTOINEMWNSTiFAM SYBIFM. N FACIHr LaurKW OMEGAS wTe4waaar 6ETTIXceF.Nn sXeuee MCP�Neowrtx rxexereAxNL.e%eNKwxpaxalL e. MWI OEWAiE 9ipiI.GECµACRV.RT1ElF1XPOMRV FauurvlsrouL16N1F1r FUNLTIdJKKINFILTRATION SYSTEM IN rts PERMANENT STATE. THE TEMPORARY iACILRY SHALL BE WUpI GRADED SO THAT THE BOTTOM AND SIDES ARE PTLEABTTHREE FEET REMOVE ME FINAL MASS OFME PERMANENT FACILITY IS XE `yS)CONiNMNGFAUTN0910x4NAlER FPCIVTIE6GR pa9RE BNP61aPEWEU3pL6, e101¢rFNnW.pER4EA0.E vwLtNEnT, ETC 181NLLBE CLFMLV iEKKED NIO PRDTECIEDLLSINO E9C BW8i0AVDIDµpMEMATlp1 µp cGMPALrgn WPoXGCCNSifl11CTlG1. 18. %tCNNME BEGINMXGCF MEKFTSEASON(OCICBER 15T1. KL DISTLRBED OAFAS SXMLBE INSPFLIEO LO NFNFIFV VMCN dESSXVI µ30LCEDp1 µEOEOIN PREPMAnpI FpLMFMMIEP RAN9. OI8NRBFDµEA99XALL BE SOLOED R19EELE0 WnNW Oµ WEEx OFTXE µOINWO[f TIE WET SFASIXI. AN EM1181i OF THOSE AfEA910µ 9COOE0 OR SµCfDAND MORE AREAS i0 REM" ITCOYFAE091MLL BE SUBMIrrEDiOMECITY FGLµVEW ]I. %fCR TO FINLL CpI4MLC]NIIALCEPIMCE, TIE FTOJECT81rE 91W1 BE SLASILNEO TOME\Bir SEpWMUDEx WATER FROM LFPNW THE PROJECT WE. OODE ITH- CID 'd ROLXEPoES µE CCNEIOERED iDµ A6ETICD64WK6rABElUTKW FlA ER091pI CCx1ROl.RR:%EPoE841WLNOlµ WISMIILIIDTOSERVEA4 ROAD RICGMSGF WAY SHALL BEINACEpiRWICE WRX T4IMEPHA0.VlgF�1 IH�M.0 ODIMEMTICRV SfµOPRO6. ROG(91FSGRSIDEK PUBLIC WORKS EROSION AND SEDIMENT CONTROL DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 I WALL A39h 801110013] 18 _ _ PROPOSED BIDDER DESIGNED RETAINING \� � SEE SHEET CI1 FOR WALL ELEVATIONS n\\ eaRacL INSTALL SILT PRICE PER C.O.R. w,\ � SM. RAH 214.00 (TYP) f\ Tg � 0ma0o0ODs �394�PM _ Y. A IlOus � a �392Y CONE DRWL/�Jt,� / ASPjIALL \\ i° 7,����lC PA1FH , � J91 _ o \ SAMCUT INF/� -�-T (rm) GRAVEL REVISION 10 40 BY DATE APPR ALL EXISTING AND PROPOSED CATCH BASINS SHALL HAVE INLET PROTECTION PER C.O.R. /PIS STD. PLAN 216.30 (TYP) Yn SCALE r-zo' "°mtX1 v%W' O CITY OF � RENTON I N Dm]I DATUM Planning/Building/Public Works Dept. EXTiNI WE�W R-413604 O 0 O 0 N Ln 0 O O Q J Q O r. 1 INCOMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING IL Nathan Hardens 05/25/2021 O cl: Cn PARUP , w 7TH STREET SHORT PLAT 10/30/2020 � CES NW JOB NO. 17234 R0^0°W"N A � N A C/) RMHa T.E.S.C. PLAN C4 2 .EEx a °"20 r�