HomeMy WebLinkAboutR-426604DocuSign Envelope I>3: EPECE5E&602A•4E4A•84Y A317AA638878
JOINTS 0 FILTER FABRIC SHALL RE SPLICED AT
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1-1. SILT FENCEMV BE USED DOWNSLOPE OF ALL DISTURBEOAREAS.
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2A IFA TYPICAL SILTAENCE YS USED. THE STANDARD T`XA' TRENCH MAYBE REDUCED AS LONE AS THE BOTTOM 91NCHE5 OF THE 51LT FENCE FABRIC ISYYELLBURIED AND
BECUPE IN A TRU A:34 THAT STAALL4EG TIl6 FENCE AND DCWNDT ALLOW WATER 10BLYPAW OA UNDERMINE THE CAT FEWE
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a 5 IF THE FILTER FABRIC (15IR07ZNTILEIHA$ DETIFRl4RATEP DU6 To ULrRAWOLET>OREAXG4WN. ITBHALI 6E REPLACED
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STD. PLAN - 214.00
PUBLIC GRK5 SILT FENCE A 9/28/2019 1
DEPARTMENT GAZ
:45
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KEA fN YD" L 0 TS
bocuSign Envelope lb: 6EECF5$6-,602A•4E4A-MW A3I7AA638S78
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QOW$TRUCTION AREA. uNLFRST HE RUNOFF THAT EUTERD THE CATCH RA%N WILL RE CQNVEWED TO A 92[MI IW POND OR TRAP
2: INL.ET PiROTECTICN SHALL BE USED TO PROTECT THE DRAINAGE STTSTEN
1 THE CONTRIBUTING DRAINAGE AREA MUST KCff BE LARGER THAN OhE ACRE
A. SITE THE BELOW INLET {IRATE DEVICE L91G01 FOR THE 51OWWATER STRUCTURE Tr WILL SEWOrz
B. 71'111 WGO SHALL HAVE A BUILT-19 t9tH#L0W RELIEF SYSTEM [OVERFLOW BYPASSL
0. THE RETRIEvALWSTEM MUST ALLGW REMCNAL OF THE 1 01) VMHm" SPILLIND THECMLECr£O I11ATEFUL
A PERFORM MAINTENANCE IN ACCORDANCE Viirm 3TANDAPO 9PECIFLCArKm &Gt3 91
a ANY SEITEIAENT IN THE CATCH BA$1N INSERT $ML OF REJAUV4D WHEN THE 5&q%AFrTT HAa T&Lr; 7 ONF THIRIi OF THE AVA14'kUE
STORAGE-. THE FILTER MEDLA fCA THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
01F NCITI-O R"IV WITED.. 1 SOURING. IN'1I7T -0 WAA; .NT-4
STD. PLAN - 216.30
a BuR CATCH BASIN INSERT kP LP �lzslzms I
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RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
**NO CHANGES ON THIS PAGE**
DocuSlom Envelc,pe ID: eEPCES5B•602A•4E4A•5436-A317AA638878
1�
R-2F MIN.
NYSTALL DRIVEWAY CULVERT
IF THERE IS A TTOADSIOE
OYrCH F'AEBCiNT. AS PER GrtY
RW gTAtIUARPS
4' Y' ULWRRY 5PALLS
GEOTEKIR-E
TAT MIN THiCI kUr,
1w MIN.
tAvEwAvS SHAu BE PAVED TO
THE EDGE 81T THE MHT.CF.WAV
PRIOR TO INSTALLATION OF THE
DOHSTRLACTTON ENTRANCE TO
AVDID DAMAGING OF THE
"OAD MAY
2 1T IS RECOIAEi£NTIED T1iAT THE
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1, CUIIDfiION OF USE
E T CONSTRUCTION EN TRANCE NHALi BE StALULUED Ai iMALM TROTtC*%L 96 LLAVLW At6i# tRK'lgNSr1E AND 1R►.y'EUNO ON PA.vE-D 140" CRt}TT M
PALED AREAS WITHrM 1 M FEET 9F THE $I TE
13 FOR RESIDENTIAL CGN$TRULTION PROVIDE STAQILIZE❑ CONSTRUCTION ENTRAHCS$ FOR EACH RESIDENCE Ri ADDITION TO T41E MAIN fUOI M$ION
ENTRANCE STABIL2ED SURFACES SHALL HE OF SUV--IDHNT LENGTFW JEFTH TO PROVIDE VEHICI•E A,CCESSIPARNING, BA$Ep QN LOf 9II.EICOHFIGU11.N.
7 DC%FGN ARV 1q57A44ATIbI4 SPEGIFICATIaNS
2:1. A SEPARATION G£OTEXTILE SHALL BE PLACED UNDER THE STALLS TO i,REVENT FINE SEDIMENT FTICM Pl1MR1FltA UP fmTO THE ROCK PAD. THE C-0EOTE3SrA E
SHALL MEET THE FOLLOWING STANDARDS
LIEU1f3 76ftlr: STTAhNGrH;AVM LAELm
toll LOS. MIN
GRAB TENBRE ELONGATION IASTM IMW}
701E MAX. IN1dJEN)
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2.2. DO NOT USE CRUSHED CONCRETE. CEMENT, OR CALCRIM CHLOFTDE F OR CONSTPUOTION EN[TWANCE 6TABILI7AT" 1ECAMSE TTiESE PFICOUMB RAISE 0H
LE.MS IN STOAMN'ATER AhOCOWPETE PISCHWiGE TO SLMACE WATERS OF THE STATE 15 PROHLGIT €D.
a]. HOGFUR. {LYOOO 0ASED)Aj4Vhj MAY BE SUBSTITUTED FOR [RCOMBINEO WITH DUARRY SPALLS FH AREAS THAT WILL NOT BE LJ5QDF0RPEAMANE3TT ROADS
HOGFUEL LS NOT RECCLNIENDEL FORfNTRANCE 37AB&LZATIGN IN URBANAREhS. THE IN9PECrOR MAY AT AMY TIME REQUIRE TLIE USECF OUARAYSPALLS
IF THE NOG FUEL 13 NOT PREVENTINGSEDIMENTFROM BEING TRACRE D OHrO PAVEIVE}NT OR IF THE HOG FUEL 15 BE1N G CAPRIEOONTO PAVEMENT
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TORESTRICr TRAFFIC TOTIiE CON57RUMTON ENTRANCE.
2-5. WKPNEVER FG988LV-- 111E ENTRANCE SmLL BE CGN51RUCTED Om A FIRM, CuMPACTEo 51JIBGRAME T'rn3 cM 5LL66TAftttN.LYA"EASE SHE
Er-FM7NENES6 iW rF* P-AU AND REDUCE TWE$GEO r{AMA1NTENANU8
S- NARNTENAM6E STANDARDS
I I 04ARRY $PA.I4$ $HAU.B1= A.4PED IF THE PAD 6 NO LONOER IN ACVriFIPANCE WI TH THE 45MCIFICATIOW
3 2 IF THE ENTRANCE IS NOT PREVENTING SEMENT FR(W BEMIS TRACAED ONTO PAVEMENT THEN ALTERNATIVE MEASURES Tit EEEPI THE STT&- TS FREE 13F
SEDIMENT SHALLSEUSED.7M MAY INCLUDESTREETSYIEEPJNG, AN INCFZW IN THE DIMENSIONSOF THE ENTRANCE DR THE INSTALLATION OF A VL'HEEL
WASH IF wASmW 15 USED. II S141LLL BF DONE ONAN AAPA CavEAEO WITH CRUSLHE0 SOCK. ANO WASH WATT R $HALL DRAIN TGA SEDIMENt TRAPvK Por;v
12 ANY srDIMENT TKOLTM TRACKF7P ONTOPAVEMENT SH41- PIE WWkp E"O IMMIEDIATELY BY SWEFRNG. THE SFPUAETITCOL4EGIF4 We &wwl7PL4Q SHALL OF
REMOVED DR STARILIZFp ON SITE THE PAVEMFW SMALL NOT RE CLEANED 0TWASI-ING ODYVH TELL STREET, E15GFPT VMFJi KMFPING is LMEFFFCTIVE AND
THERE ISA THREAT TO PUBI . SAFETY. If IT IS NECE85ARY TO WASH ThESTREI=TS. ASMALL SUMP MUST 3E CONS FIUCTED. THE SEDIMENT WOULD THEN BE
WABNIIIED IN*OTNE BUMP WHERE iT CAN Lira cONI vL= A40ca HA 40EDAPP110PR1AMLV WASH WA [eR M - 6E PuN1PED BACK ONTO THE BITE AND
QANNNOT OISCHAR% T15 $YSTi;M$LTRLBUTARY TO SURFACE WATER$
dA. ANY QUARRY SPALLST THAT ARE =SENET} FFOM T-IE PAD AND END LIP ON THE ROADWAY &-ALL BE RRIAGVELD IMMEDIATELY
3.5. IF VEHICLES ARE ENTEftiNG 12R EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE[Sl. FENCING SHAL. BE WSrhLLED TO CDNTROL
TRAFFIC.
UrHF55 ITHFRVAIF WIER QMWING 15 NIF-0 WALs 4 FS)
STD. PLAN - 215.10
\ PUBUC WORK5 PP x FO
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2019 1
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1 CITY COMMENTS (DATED 07.10.23) BD 08.16,23 YLP SURVEY�'TERRMIE
D.F. T���11 2 CiTY COMMENTS YLP 09.28.23 YLP
CONSUL TING ENGINEERS ° NW �a
ENGINEERS PLANNERS SURVEYORS DRAWN.
PI•#B
&V - 197AVAERfVE KfRKLAW WA W33 CHEMED, YAP
a 425 a27 3063 F 425 a27 2423
i-C-1 P E'1.i I L1 i ;' : B` DATE APPR 0PRQ1IED YLP
AS NOTED
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AT FULL SCALE
1F NoT ONE INCH
SCALE ACCORDLNOLY
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RECORD DRAWING
INFORMATION ADDED BY
P�t' i5o25 GIE9- �o TERRANE, INC.
ST
sl"NI, LAIC REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2024. R _ 46 04
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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HORIZONTAL: N3;1$0T CITY OF KENNYDALE LOTS 5 3f2D23 ❑
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RENTON PAGE;
TESL DOTE AND DETAILS 01;
PAGE;
DATUM GRMNG NO-.
Planning/Bu;id�ng/Public warks Dept. 1008 N 33RD PL 4 W
RENTON, WA HIN TON 98057 SH . 4 CIF: g �
DRS PROJECT NO. 23015