HomeMy WebLinkAboutR-424806rr
LL
Cn
JOINTS IN FILTER FABRIC SHALL BE SPLICED AT
POSTS. USE STAPLES. WIRE RINGS. DR
EQUIVALENT TO ATTACH FABRIC TO POSTS
2-x2-14 GAUGE WIRE. OR
EQUIVALENT. IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
T FAIN
I 6 MAx �j I I I 12'Mu�
F+OST SPACING MAY EIIE INCREASED 4'R4' MIN. 7REWG11 I
TO B' IF WIRE RACKING IS USED
BiLGI[FILLTAENCH WITH NATIVE SQiL
OR 314-TO i-Vr' WASHED GRAVEL _/
2W WOOD POSTS. STEEL FENCE POSTS, OR EOUIVAUENT ITYP P
NOTES;
i. 1:OtADrrms OF USE
I.1. SILT FENCE MAY BE USED DQ'LVNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED 70TREAT CONCENTRATED FLOWS, NOR 15 IT INTENDED TO TREAT. SUBSTANTIAL AMOUNTS OF OVERLAND FLOW ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED WAY MEET tHE STANDRDD LASTED BELLOW. A COPY OF THE MANUFACTURETYS FABRIC SPECIFICATIONS MUST Be AVAILABLE ON SITE,
AQ$ IASTM D4751}
30-1 D¢ SIEVE SIZE W 00-0 15mmF FOR SILT FILM
%I p4,51EV1E SIZE (D 30-0 15mm) FOR OTHER FABRICS
WATER PERMITTIVRY(AS11,I D4491)
0.02 SEG'MRIIMUM
GRAB TENSILE STRENGTH OSTM D4532)
18D LUS. MIN. FOR EXTRA STRENGTH FABRIC
IOU LBS. MIN. FOR 5TANOARD STRENGTH FABRIC
43RM TENSILE ELONGATION (ASTM 0402)
3D% MAX- (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM 04955E
7D% MIN
2.2. STANDARD STRFNGT" FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE, WIRE BACKIN13 OR CLOSER. POST SPACIMO MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. INHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 21HAV
2.4. IF A TYPICAL SILT FENCE IS USED_ THE S7ANDARD4'XV TRENCH MAY BE REDUCEDWAS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED Am
SECURE IN A TRENCH THAT ,STABILIZES THE FENCE AND DOE$ NOT ALLOW WATER TO BYPA$S OR UNDERMINE THE SILT FENCE.
2.5. FILTER FAIRS FENCES SHALL HE INSTALLEDALGNG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE 37ANDARDS
3.1. AMY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2. IF L`DN�GEN IRATED FLOW'S ARE EVIDENT UPHILL OF THE FENCE- THEY MUST BE INTERtf tFb AND CONVEYED TO A SEDIMENT TRAP OR POND
3.3. IT IS IMPOR[ANT T10 CHECK THE UPHILL SIDE OF THE FENCE FOR SKINS OF THE FENCE CLOGGING AND ACTING AS BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT
3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT 15 6 INCHES HIGH.
3.5. IF THE FILTER FABRIC 1WGECTEXTILE0 HAS DETERIORATED DUE TO ULTRAVIOLET I}REAKDOIMII, IT SHALL BE REPLACED.
LJNLLa 6THEkWISL Nb1Eft, bHAW INifi IS N61T6 kA.1JE dr,1 %;
DEPARTMENT
STD, PLAN- Z14,iME1
QEP
PLJBLIR MESILT FENCE 9/28/2018 1
NT �A�
wY.w s/.-.sr-sgr "Ti:
FIA'.0
DRANOW GRATE T11II11
DIUTE FRAME -
d LERFL.-DW BMPi SS
A
MEi:GW *LEI SRAI E.. 11 EVIM
SEDI IRO AN D CIE LI= LYs
FILTERED
*ATER
laICT'I001 NEW
DRlV P458E f.P,h'TE
AWCIAWULAAA ❑RA1h d.+:") -T RENFn EYA1 S" NEu mYY;-
dA4fA>FLbLrBIrPJLSS[TrP p
8�171T IFLL I C+1 ff OEVOM
tSQIA1�TRlC YI ICMf
1. MTeCTIDN &OL L Be PRi W DEIT Pon ALL STORM, D14A11 "T8114W46LOP! AhO MUM 9#G f EE 1 OF A IDI S T IA1iEED OR
f 0Pff KJMM5N AREA UNI.-M TIE &Ak Wr THAT FMr M T141 CATCH BA W 1MLL W MIF�EYE.O T D A SECW 0 POND M I MAP.
T "JET' PE TTECIlm AIdALL. LIE Low Topso l= THE nuAl"m I1 mrEm.
s INS GONTTIIIA,AII'KU IFiA MM AWA LMW NWT FILE LAPI'AE7! THAN ONE ACM
4 MIN TEE IIIA ILOIN IIIUFT MTITkIf bPVltf IIIMl FOR THE S`TCftMkTFM BTrMICTLIAE 11 WILL W&*Ytf.
I THE SiGD SHALL Nk EAi.BLILI-N HIAH-FLOW RELIEF 372 TELL ICFFEARPLOW BYPAS&L
4 To* IdINJ*VA1SVSIEUMJSFALL61VR#tOWASOET14E i4ATHOW1'SPILL!'.!"efttEV1110M'T"AL
T PERFORM APiWED WI UE M !+r�LP-IiPSiIIFE 4NM MT49ID4I;1 JFE1;;SI1;ATQ4 l41 ]{eII
M A W 19 MRWW IN THE CATCH 9I.GII NGERT' GHALL BE REMDW Yi tWN 71,4E SEDWhrr+4ASI FUED oNE'-TRIG CF t91E AVAILAME
STORAGE THE FILTER rAFQIAFOR TI#INISERTR-KLKCLEA4OR"PLACED A7LEMSTNI¢MrFLY
OR114prt-LIME[Am01 D+IlOhcKIq*TXVAIJIN,
t,
smL Pt AN - 2.16- a
PUBL11='44+ CATCH BASIN INSERT
DIEPJ4RTMENT ENT
E,.
R = 2F MIN
INSTALL DRIVEWAY CULVERT
IF THERE IS ROADSIDE
DITCH PRESENT_ AS PER CITY
RCIAD STANDARDS
�Ilaw
4"-8' QUARRY 51PALLS
GEOTEXTILE
12" MIN. THICKNESS
t DRIVEWAYS SHALL PAVED TO
TIHL EDGE CIF THE RIGHT-OF-WAY
PRIOR TO INSTALLATION OF THIS
COWTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY;
2, IT Q RECOMMENDED THAT THE
ENTRANCE BE CROVMED 50 THAT
RUWF DRAI19 OFF THE PAU
1G]' MIN.
15, MIN.
PROVIDE FULL WIDTH OF
INGRESSIEGRESS AREA
NOTES:
1_ CONDITION OF USE
1.1_ C_0NSTRUCTION ENTRANCE SHALL BE 3TABALAZED WHEREVER TRAFFIC MILL BE LEAVING A CONSTRMTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 19DO FEET OFTHESITE.
1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IMAD0471ON TO THE, MAINSUBDIVISION
ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHWIDTH TO PROVIDE VEHICLE ACCESSIFARKING, BASED ON LOT SIZEICONFII3URATIOI9.
7, DE51GN AND INSTALLATION SPECIFICATIONS
2.1 A SEPARATION OEflTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD THE GEOTEXTILE
SHALL MEET THE FOLLOWING STANDARDS'
GRAB TENSILE STRENGTH (AS'TM D"32F
200 LIES MIN
GRAB TENSILE ELONGATION (ASTM 134"2)
3D% MAX. MOVEN)
CIER PUNCTURE STRENGTH IASTM DB241)
495 LBS. MIN_
AOS 1ASTM D47511
2W451U_S STANDARD SIEVE SIZE)
2.2. DO NOT USE CRUSHED CONCRETE CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH
LEVDLS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2-3. HOG FIPEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT RGADS
HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS- THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS.
F THE HOG FUEL IS NOT PREVENTING REGIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HDG FUEL IS BEING CARRIED ONTO PAVEMENT_
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5. WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FORM. COMPACTED SUBIGRADE. THIS CAN SUBSTANTIALLY INCREASE THE
EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
D. MAINTENANCE STANDARDS
3-1- OUARRY SPALL5 5FIALL BE ADDED IF THE PAC IS ND LONGER IN ACCDRDA.NCE WITH THE 5PECIFIC'ATION5.
31 IF THE ENTRANCE 15 NOT PREVENTING SEDIMENT FROM REING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCRE&ZE IN THE IAMENSIUM5 OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL
WASH. IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OF POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING, THE SEDIMENT COLLECTED BY 5W'EEP114G SHALL BE
REMOVED OR STNIILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING 15 INEFFECTIVE AND
THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS. ASMALL SUMP IAUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED LACK ONTO THE SITE AND
CANNOT DISCHARGE TU SYSTEM TRIBUTARY TO SURFACE WATERS.
3.4. ANT QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMDVEO IMMEDIATELY.
3.5 1 F VEHICLES ARE ENTERING OR EXITING THE SITES AT POAiTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
LJNLM GTH;RWfE N0790, bMW LNG 11 N6T T6 SCALE IMTSI
STD. PLAN-21S.10
% .. PUBLIC WORKS APPROVED
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/20119
•....: w«+�avOAT E
L HOSM AND SOMME 47 C ON TR OL (ESC) STAkDAII D FILAN NCTn:
rF*- FcH-LG IS A Lt&TMG C*GE-141E MOB ImT &Ilkm W-111 t AATED iN Thid. I filler }IIw1=N I cAmTRDL iF-SC I PLAt% :z�L I A-L THE N01E.S Cffi4 1HL
LIsT MAW ItCT PERT?L11I TIC EVERY PROJECT. THE APIF7..ICAM ER ER HEJbEBV FEERREO 1.0 AS 1, MAY srFt!KE OUI IRRELEVANT NOTES IF NOT
^P9PUCASL E To rHik PROJECI. HOWEVER, THE F It T' &0
U WT MMUIMISCIIIIII NM W1 rft F40MPANO MM% IF AMFXMAAL NOTES IM NEEDEL; i-OR I- I:
I BEF43RE ANY C{ MUAL OIN DA 0EVE1.10F WN r 4&l`1hA t Y' . A PGNZHSTRUCTICAI MUTT G SMOLL BE NOD AAN0IG NC 011Y 13f FtF-NTCp+I. svkREBv
Ftr=FEF0iE0 TO AS THE CITY. THE APPLICANT AND THE fiPPIL.W.MTS CONTRACTOR
CTaOR
2. THE "R'LICAANT 19 RE9FUNSIBLE FOR ORTAAJ jtG'rHE WASHN hi $TAATE DEPARTMENTor ECCADGY IEEOILL'GY) COMBITRLCT0114 13TC*&PNALTER {;Ei ERA L.
PJRMIT. Ff IT I$ KQJIKD FQR TGIF PRMCT THIf AAPV%I IT SH A" PFIO W IPC TFif PITY C:C$ QF AL4 MOWTORAQ, RePORrS PRQvIDQ' TQ INOL Q1y
ASSCOVED w1Tm THE COPWAUCT04 STORNWANP C#:mEI . PEW I-
3. TIME ERG P%AN SET SMALL INCLLIDE AN ESC CCINSTR ICTION SEOAIYCyE DL - AILJIwICr THE CIgCYr:PED STEPS TIAT SMALL BE PrOLLOVWD FROM CXW5TRLCIrKN
CCIIIIINMN1FCEr,AENT TO POST-PR4X-CT CLEA M IN CMER TO FLILFILL fqICI jr° -- ESC REGL IEMEf -T9
.1. THE &OLIM DAIIRiL5 Q 1b& CLEJURO&O LdAIT1 `9ENAmIt1AE AND IHEIF b_I*F(EFt5 aJJ'IIQ APIM OF IIIIEGETALTH314 PF113L5tRvkT1ON AM I &E IRET>ENTIO A9
PRWRI11111" C;N 114 PLA"111 Imo. N MFANLY CICLItA t t[p V-P` P LNE.:IFN i A.N : I Ole: , rdCIW IN I ICI F*W IN MXCOCOMM WTH APPOM IG OP THR c11"r ()v
FEM'T404 BAAIIFAIL E 'l rA DEVIM 65WOLL 119ENTON PFWI PRI11.19 TID Ti ar •. - 41?- I e 17r TRIK.TIgIN. IUMPt4 ItM -C4N@rf*,C" PMPW PO tR' L11II' E
BEVOM THE CLEAIFJNQ L INAILL ME PEIglABTTED TF°E C:LEAR14G L"uu I_ 1=,%I F I Le. NED 15Y THE APP1.ICAI'lIT°rE3G 5UPIER'411101R F43M THE DOJFtATKM OF
COIItSTRUCTIC0
s 51 rl�iL<LLE01_CMTRUC IF�Id41 ES 34ML SIE IN31ALILLk0 IN11 1 Fk ImI ^IN-4( �I I ., .. ILPL AND I�IiAIItItT�lh�� F� THE r�F.Fl�.rl�, rt�# THE 1 3��T
OWKN tKw4A1 NRA3UMS. SUCH AS iw ILG V•'*11EL. Vr•A-�ta••I NIYMT f 1164!, . ::..1 k tAA'f N 10 tPOUFA twAl ALL.L OAVtIP AMEA4 Aft WtP t
CA.EANA MAD rRACK4VT TO ACID IIRRMT GF WAY VC1111111 NOT,CCCLiR r.� T1,1l I Ia,A l P.-Jtq r -M,E FlIIIRIGIECT IF fiEL11iIrElyT IS rRACNXQ 4FF5ITE AID ROAM SHALL
BE CLEANED TWOR01UGIHLY AT THE E1l+1D CIF EACH DAY, OR l.KM FFREOL.IEN 1 i' I III .+° I 'AIIEATHER .IkS NEC-E9'5AAv 'TD• PREVENT SEDIMENT PROM ENTEFWiG
AA4TFIRS OF THE 9T1ATE
a wAyFK-,+jIII F WW DATE ICI$ *HALL St PGOW*M OFF411E 43R IN 0L:,I.t,.A°°&.0 -2IIN _ Rk NIL W A.yF-F>rx.Ir AA CftV- Do NO I WA Obi N1 CCW RET^E
TRrx-4K% ;INTD tilma QR4UND. MR to ffCM OMMOOR 0111ISII CMHM MAWTE MIMP94117r Or EXCESS CIP14CALIFfISKIIIII.LL MWY OCCIL11111 J04 M3113Mt1Ell ccwr4t T!
N%AS}fir AREAS
T ALL RECUMD ESC BKOPS SHALL E CDNSTWAJETED LAND IIN OPERA I FL- N P4110Ft 10 LAND GLJEMNG A NDOOR 43GMISTMJCTM TO PFtF—V VT TRANSPOMATIOIN 1.-'.•F
5EEx111IEN11' TO SLARFATCE WAJEFI, 1hAGE SVSTEMS AND ADIACENI PROPLRTIE.S. ALL E5C BRAT5 9mALL ME LLAdYTAA MED IN Ak SATR9FAACTOR41' TIC*d UK I IL
$ijCH TIM 1 I I % 1 iC1,$Aj4IrAK1 lid *I'*LX I K)N IS t1: Aj40 PRO I. t<N1LQ, I cM m—s `Ilk FkxLJ:. IN I} "P UD ALI t ~:L: I 4L III F4ELIOVtL) AI t
IKaJ7R'ti :Tlr '. IIrQLETEI; A41QID TM BIT>: �IA� 1-H F rAp41� D T4 EQIMRE I''OTEVI`AL 'FEM ON I v I'AIII ChM IMr1 r x�T T I l'Et'I+�EMTALTT�?�
FOARTIENAW. 1 I LAC EM EST EiIA'LII,NC Ali"T AND R E FAG%, *L OF EGG IBMPS SFL4 L GE THE 19 E ff3`I3NIS IIB 1 L , -Y CE TIME AFWUCMT
0. JAhr'v r`L IL. Lj :. MAT L RLAILS OR LIM ID PR DDLIC T EI nH AA.T HAVE rE THE POT EMI LAL TO POLLUTE R LO OFF B11fINII>rL L BE CE P O SED CIF PFIC'ER.Y .
9 NE EK SAPS DEWTE a ON THM DR *MNMD TO BE RON m. P-,'F jI REMENTS TO E"T Ak71CjPATW SITE Crli N$7i�TII�MI
S E ES LPN E,xPECT 9D OR � TI 7rCFATL. I ShALL Am1 COAwTE TmAT QE L W E ' O&k$LIFtf
WMPL.IL It S110AtiTILN U•umrAOL. ON TF'ME .b SITE "NG W WL w _ I..1 1141aL.1 ION IT Swim W_ TW 0ftlGkn C*P A PO ftSV0N$6Lffw ,
.PPLICAAMT TOACC)RESS ALW NEW CDKWK)IO TKAT WAY E CREATED 19Y '1Ft= I'S_ ;I ° L a m4a ro PRD►IVIDE ADDFtNMW 119C MP13. OVER AND dAMUW- II11111111iiLM
RE-DUIREJLMENT-9, AS RIMY ME NIEE.IDED. TO PROTECT ACMWXNT PROPERTIES Ato.a ; hAI.TLFL CAALLITY° Or THE RECENi11L7 E11SUNAAGE. RYISTE.M.
-1: APPROVAL CPF TFK5 CFI 14 F ICE E X . ff UMS MW (MN3rFffV1f ASIF,I 4. n. i.iz �r, T I7:4I I'd CAE C)E 5j G%I . 5.QE NM LEI;XIMi OF PIIPE ,` Rrt 5 T R-C_
O,ONNELS. Olt STCORMWATER IfAICIL.ITIES
3 AN Y OE IIr' ATE FRIG SYSTEM M 4r-C ESMRY F M 71-111E C N OF ST DR Wi . `- I R F Alb-.. Kn1E B IA.L L BE 'SLLPOWTTE D TO THE aW FOR REVIEW AND A P P Ala-e .
- AhFi'�I' A REAINS OF EXPOWD'9+�3", bkCLL131NG Y0A11A Kh1E hlT9 rHAT'WILL NOT RE CKSTUR�:BIED FOR TWD �YS SLIMlAlU THE WE SEASA31 J OOCTOMER 1BIT
TIh I Pm5LjQH AIR RIL 30TH I OR SEVEN EN FLAYS C+I 4jFA4 71 TIT# !ICY I GAJK M QMV 1 ST T F J CWH J E' 1•'T r Im F' R _43TWI I K MWlakTIL'Y SI Al 11111I L L2 C D W I TH THE APPI1140DIVED
ilk SIR MIT r 1. 4dL1�AL P+LTM . ET IIII•ICIA+1'I++'+ `1 :: rr,ojm
6401k D OF T LIf>LITI
J I;w E T 66 M ON ESC F*_0UIN L 1 %i 14T3 LV TIQ ALL CtIINSTIMIL1111trION SMA BIE TkVt IT_N OCTOMPI I ' ° { p4D A pRIL 30rM. UML.M IGf l AkpppK lr'ED aY THE CAA.
4 JIIJ4V AREA. NEAM I NG AID} I r° IDLAL ESC :fEAS LJRE S , NIM 1REQtMFM13 I FA EDI A11E .IATTE NTIIION Ea -A- HE AADD RED VdTHIIIIN SEVEN I TI DAYS
T EF THE ESC 6WIL CM 94,AC T r,' E' 4 K POPIECTW AND bNoWAINIM AT A MIN tII1K,ISII ° A4 MONTH OR IAA11I11)i 24 F STi fi
I'NSKCTION i6WAITE S"L CKXXR MOM FIRMM T LY NECKP44D EY VILE '
�1 B-r'OR E COMM ENGENE4 , • F AW C41WT9L 1 AMA". CAT SAaP II WMRra PI[r19 THE CM STNJOAM PLIlkl+l 7116. N 0if.L BE PFKNIEMD FOR ALL 5TO11M
DF9 WN I4:BTU DUW11SL0PE Alit}'I TTIHN GN FEET'(W A4IliISTURSED DR CDMEITRI,JC"TICI AJWAk. LP+ILESS THE FRRVDFF THAT ENTERS THE 14LJET WILL BE CCIRWE'r ED
TO IA 9E}FAENT POND D •DR MP AIL L CALTCM SIN 160ERTS WAALL BE PIER COCAI L L )f IEIt9 PEDTSD AND REPLACED D AISF NECESSARY M ENSURE FIIAL.LY 1FkA@CTM fqr ,
CONDrrjcdq
A . ,,r - 11 11 '1I'4AAL IN Im w U 11izN (LM-ct!0 ji3 oW T'M'IE cA rj6r,ITv rjIrmt CA5TCH I" I N BAIMAP AU CA tIDH NA4SW15 ANO C0+1f.-Yi% Ot L1F+�F11� 1 444L 1t
1 1. 11744 TID PAVING TIME CLILANIh1G • KRAT-011II ILL NOT Irk LIS.14 E-EI;IIAqEHT•LADEN IAMTER INTO TIE r REAM SYSTEM
:•aL 'f - AT.DFJMATEjFt FACAlI'f LDCATI I N _I�Ea Ales NIL 5E ITLIIll: I'AS�i1 STALL ME i ED 1'WH THE I�EJSkRY E S A M SHALL
I_ �: : 1=t f1LtUU.1 E 91�i7 LAGS. � IF THE QLLIIj=ikARY IFAICIL�I•'r IS T LJd1°FI4A.14I EL°Y LIJCTIOFII I AN1hlFit'T1 T11D1'y;JY9TEA11 IN ITS ANT STATE.1IFit
I L:r�J1 uPALNT FACiLITY $I~{+kLL KI acum 13111101IND N I H1iiI 1MIL I *TT i A NrI sr* % Am AT LjA41 fmflft FNII AWvl TFh PftW OF 14§ F kAkrWAIIrkiaT
E'III ou rY
11). A111111ASDEFOGNA1118DON THE. PI -AI, (94 NrAl IN&M ExignmG S TAT Ilk f AL I L I I E -, DR J* 91 E Bwft Qkmfm0W W&SL NOWIfxWK Pf IAA eLf PAYEmEhr
ETC_F SMOLL 9E CLEARLY F D.AAkD PFIG•TECTM 11UNG E.SC dMPI TGAVDiL 3EUNiLNTAti1 sr.N #14E1 LOWAICT100114 [9i-IRIIING
2 RRK)R To THE IBEGIlI1F111NG OF THE VAFT SEA IOCTOOER I M° AL_L DtSTtMF AREAS SMALL EE iW TE D TO I ITiFY WIIFI" OW : :;.-Pil K 5ODDC-D OR
SEEDED 04 PREPARATON FOR THE WINTER R DISTILANDAREM SWtL DL SC DOER OR SEECAE 0 WFTMN CIE'NWEK ,OF THE $E'er• V� b., .-'IF THE syET SEMIS+
Apq EmilpT OF THE 01M 10 IE $Off OR REF- AND NOM AF11AS1el HILL uAw urkr_E7vLf•ILb &4ALL RE &AIM1711ib TO TFff CIT'Y took 4-vwhw.
21 PR FDIR TD FINAL CEMTKUTHIN ACCEPTANCE THE PfRC.E ACT SrTE S'H AL L BE - A r- I F -1 '70. PREVENT 6EDRA NT4 AKNEN WATEIR FTIOM LEAV14G TK PFRGUECT S ITF
ALL E Gam& WWL. F,E RebbD%W. ANDSTOMIIIIIIIIIIIIIATUR QQ NVFYA N SS•Y•STEw -- 4Q I UT IE EI . AIM ON-`IB� 1TE OLWS SHALL 10C REUTORL911I TO THEIR FMBL,L'1r''
F C0NDT" ALL MTURBED AREAS (>F THE PROACTlATE ) H, .-.', --%Ti: -� (>R OTFE E P 'IAOCHrLY !STAII19LL . AT A .AIM..
MTUROW AP;€IS AIL.L K SODDED OR SEED D MD MAC4110 TO EKWRIL rljL 1 •:1. 1 It.1+1. 00YER VftL ,0P! I' TLY AFTER FII+I!'hIL APPFOV& MuLCH
Idol rolCm,1 SEk1MW.3 LS ACILQUATLL &.(W AFRLAS 1{F Be- LaItiAI08CAMO 800ft OCTOaLL j = I
22 ROCKERIES ARE CONSADERED TO BE .A IIIET 0'= SAM 19TAB411-VATIOPW AND IEROSIDN CONTROL RDCXER1E35,%HIAL1. NOT BE COINSTRILICTED TO SERVE AS
RETAItha WALL,$ AIAL R EFR1E$ IN •PTY RfWkD I bF *1> $-QFJjNAV SHAI I K CQ44$TKJr_TF.P 04 :5TArNV iFR0% R ER1E!$ QVMM IF
RCAD R K;HT IF -WA 1r ALL- BE C04TMjCTE0 R JAC�'r,�'.olr,,�tAW .. -• --E iNTEQNATm-jKAL 10111JI1111LONG CODE
��PUBLIC GV4Rl�
b€PAATMEN
Ef f e c t i v e Eng*meer*mg PLLC SURVEYED SCALE
SURVEYED VERTICAL: NAVD 1988
SCALE HORIZONTAL: NAD 1983/1991
DESIGNED:
CIVIL ENGINEERS DRAWN: DESIGNED
8627 NE 180th Street, Bothell, WA 98011 DRAWN DATUM
ONE INCH
Phone: (206) 303-7639 CHECKED AT FULL SCALE
CHECKED
IF NOT ONE INCH
Email: admin@effectiveenaineerinapllc.com No. REVISION BY DATE APPR APPROVE APPROVED SCALE ACCORDINGLY\--w
STANDARD PLAN NOTF.�
EROSION AND SEDIMENT CONTROL
3/20/2023
C TY OF
RENTON
Planning/Building/Public Works Dept.
STD. PM - 2.
co
C)
C)
O
N
X,
LJ
R-424806
0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Go
ssssssZ
DEVELOPMENT ENGINEERING0 O
yqi 11 /27/2023
w
U
Z
w
0
DATE:
DON_BORA_SFR_RESIDENCE 09-26-2022 0
--------- FIELDBOOK: — w
--------- PAGE:
DRAWING NO:
TESC C 6
lL
DETAILS SHEET: 6 F: —7 Cn