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SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE
IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER
UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY
OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF
VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN
THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER
DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE
CLEARING LIMITS SHALL BE MAINTAINED BY THE
APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED
AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES,
SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH
PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL
FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR
TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT
TRANSPORTATION OF SEDIMENT TO SURFACE WATER
DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL
EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED
INA SATISFACTORY CONDITION UNTIL SUCH TIME THAT
CLEARING AND/OR CONSTRUCTION IS COMPLETE AND
POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS
SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS
DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT
MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO ENSURE COMPLETE SILTATION
CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND
RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND
TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAYBE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION
CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY
EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO
DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH
MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON
(APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY
STABILIZED WITH THE APPROVED ESC COVER METHODS (E. G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE,
UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN
ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH
APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER
DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING
IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN
(7) DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED
AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE
ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED
PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH
30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT
ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS,
SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A
TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION
SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET
ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL
DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH
ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER
RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH
MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF
RENTON FOR REVIEW.
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L DEMN AND IN&TALL T01 SOFT ATIft i
2L`. THE 0fi0TfiXnL9 ASO WAT MET THE WAMARD L WW BKLCW. A OOPY OF T6ifi. MA FAiuTUfrT 9 FABRIC ECIr 'TI K40ST BE
AVAILAKA ON WIF.
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12. BT D SAD ST1104TH FAD RIC. U ' 6 GAGOM TO INMEA1$E THE STWI44TH OF THE FEWL Wift BACKING OR UDR EMT
MIPACM MAY BE ERE'D# AED FOR.TN.: STRE114M FABRIC IF FIELD POMMAhCE. WARRANTR A 8'TRC#9M: FENM
213. .IvHeft THE Pme. IE INISTALLEA riE SLOPE SKALL NOT BE 61ITI EN THAN 21i11V
L4. IF A TY PI AI TSI~ GTAb MAC 4M TER*NCH Y NOT IIS REDUCED AS L . AA THE 00 TOM iI IEEE OF THE ftL,T FEWE
I WELL BURIED AND B CORE IN A TRENCH TOtAT STAT CLIA Tt+e 00*M AMC DOES NOT ALLVOi WATEN M MOAN OR UNGE :VII+IL' THE OI T
11104m.
S. MA&nt"I1 STANDAIllift
I `--. ANY DAMAGE SHALL BE RW" IMMEDIATELY.
2. IF OONCEITIRA720 FLOSS ARE MADW URAL OD TH5 FEW*, THEY MUST AIME INTEROEPTEDAND OO WAVED TDA SEDIMENT TRAP 04 POND.
&.1 IT €3 I MPMA N7" TO CCE K TELE LPHILL EIDE OF THE F94rA FIS E ON8 OF T,41 FECE: CW"M AND ;ACTING At A BAR NE R TO FLAW AVOID
THEN CA1JONG, CHANNEUZATION FILOWS PAJRAiI.E.EL TO THE FEW L IF THIS OMURS., REPLACE Tt* F6140E OR EREkOVE(I T TRAP
BERN ENT.
14. OWN ENT MOST EEIv40%%0 4' I° iN SIMMEWT * E INCL" THIGH.
m. IF T`•�i-E'E FILTER mapiD ter. TuruL HAI DETEFI ORATED OUR TO ULTRINA- C .ET BREAXW,�M, IT SHALL RE RF.IRLkCEDi.
puslit WORXSZ SILT Famcm . 214.00
DIMPART'T
VIRCH 2008
ROLL 0401*2
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1. cftmift or USE
9.1. NEECINOI $HALL BE USED THROUGH THE PI![MEECT ON 0IETUREED4 AREAS THAT IHAOJE RE -ACHED FINAL ORADF ORTHAT WILL REA-MIN
UNWOPM F<M MORE THAI 80 DAY.
11, 'VIOVA ION-LINSO CHAWEL N. WALL. W AXIEUM,Ct I+iN0.1 Tt :T WILL It. VE(VE-'t .M`EO SHOULD EE IN TALL SI X)m WAYEDE,
tIRTHWORRIC ND wOIR EF.Drib o R mamo am A EIOhI m n, sm mApT#I Epi):
13. MENTION! DETIENTION PONDS WALL RAE. $IEE090 AS RECtI;OI[D.
I A. AT THE 0ITYS DI;I O RETtON, BES WITMW rAJLCH 0 U MONO T E DRY REASON IB ALL WED EVEN THCILGH iT MLL TAKE MORE
THAN EVEN DAYTO DEVELOP F TIVE C'OF`M
114. AT TIMI: I INNI%-0 CP THE: %'k%T 41ASON. ALL IDEI$'I`UIRBAWAREEA40- SHALL K P"IEVIAD TO IME", FY WHICH ONES �i BE SEEDED
IN PREPARATION FOR THE'NWER IRAiE C DWTUIRBED AMiEAB QLD, BE EEIDED Wit MIN AWEEK EEIG 01F INN INA OF THE WET
I EASON. AT MEOE,AL WM E'T`AMLIEATION, ALL DISTUrMb AERN NOTWHIPWIN& kjMC9TA1W OR irAMILIZED SRALL EMIL SEEDED AND
MUILC"ED.
2. OMON AI kb 114WALLA`I' ON 609UP"TION
I.I. THE BEST TIME TO SE.SD IS APPJL t THRO" JUNE 30, AND SE.PTEMBER 1 TIHR:OUGM OCTOBER. 1&, ARS MAY BE BEES BETWEEN
.JULY 1.Ahlb AJ.JOtUSt li, MEi3"i I INIIIIJUTInk MAY W EI1vaumit IN bmax TO mow A.CEoi.E.krg covim:Am uky X. MITE BI EI
P
i�J1�NGA THE �iki°#1'R MONTHO, BUT T ESI IGHT TSE ILEI. MONT14E A DENSE GIRfNDCVER DUiR TO COLD
TE MPERATU ERIEE.
L2. TO PREVENT KED FROM BEINS WASHEDAWAY CONFIIMED HXT ALL REQUIRWSURFACk WAnk CO ML WASURES HAVE, BEEN
IH'tALLBb.
LS. THE ABED SHOULD BE FIRM 8 U NOT 00APA070.
U. IN GENERAL, I0-T1IN-P-K FERTIL UIR MAY BE -USED SEED AT AERATE Of 66 POUNDS PER. ACRE. IT IB R OMNWNDED T'HsATAREAS BEING
SEE= PCO RNAL LA NDSCAR IS WN ' SIL TO DETERMINE THE E IE XWT TYPE ANIS QUANTn' OF FERTILI NE WE D.
t TURWO.AMNTHIN = PWT OFWATER IDDM AND WMANOB UWr USE ROW REI LO -PHOS PHOF E.EB FEIML.IZEE.R,
LB. THE FOLLVA111144 REQUI P&MENTS AMY FOR MULCWtNG
2.E.I . LIULCA It ALWAYS REQUIRED FOR AWN: &LO PER &AEATM THAN :1 V
2.51. IF SMIM DU RIILIO Wp�E��¢Tp` WAGE MULC*: IE li OUIPM
2.U. THE USE, Of EE�LILa i MAY BE RMUIRM, DUIRING WET BEA GON AT THE 0TY''S D18CREMON IF GRASS GROWTH 8 EXPECTED TO BE
L N, THE II OU ARE HIGHLY ERODIBLE Iota TO IFIL TYM OR ORMNENT, THEA IM,$ A WATER BODY CLOSE TO THE MEMMM
AREA, OR SIGNIFICANT PRECIPITATION, IIB >AMMGIIFATED BEFORE THE GIRD %OIL.L FWVID!E EFIE40" COVER.
2.E.4. MULCA WMA E AI LINO IN TOO Of THE 9111 M VMUL1`Af00U6LY` hY fhIYOE EEEED►IIos�I.
2.6. H'YDROSEMN43 19 ALLOWED AS LONGAS TR 1IER IB INCLUDEM HYDROUImDING WITH 0"D FILAR MULCH €E ADECUATE. WRING
THE DRY SEASON. HYDROBEEDING WITH WS , FIBER MULCH IB ADE UAATE DUES NO THEW CMP' 9EASsDN. DURING TWE WET SEAGON,
THE APPLICATION RATE E HMLDf EEE CtCURLE D. M IviI HT IIS NES Y IN SOME APPLMATIONS I'D INCLUCE STRAW WITH THE:
'MOOG FIBER, BUT THIS CAN BE DETMINE D TO GERWNATION.
W. APMU TIC BE PERMANENTLY LANDOCAM0 SHALL LiEE: SOL AM9WDMEN'M. 0=0 QUALITY TOP601L SHALL RIME nLLED INTO THE TGT
SIX INCHIESTO I11MUCE THIE NNO FM FElR,T1LLEl9I II PRW-. 0 THE V)- EEi J L IL QUALITY. k4M NATIVESOILS WILL MI NQ,JIE
THE. DITION OF i. INCHIEE OF 1,NELIACMD COMPOST TC BE 71LL.E0 INTO THE 601L. 70 PROVIDE A 00M CWLIITY T'O91L.
ATTLE . P - 213.40
DE.RkR,TMZNT 2008
NO. REVISION
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1.1. CONBTRRUOTION ENTRMCE GRAlL BE. STABILIZED WREREWA TRAFRC WILL. K LWAi' O A b TERUCTI)N IIIMTE AND TIRES/ELING I
PAVED ROADS OR GTIk#EN PAVED AREAE WITHIN 1400 PUT OF THE SITE.
E E!LfIlE1 ►�T I OI'HWmp0m_1 PSI MIN.
LA&M jkKjMSH ISN
IAM fAmm'217-21 iv IMOAAD SIEVES=
L 01604M M D INVAL.LATIft OPPEORICATIGI"
.1. DIC* FUEL f IMOD ESD MULCH) MAY BE' M' BU�ITED FOR DEQ. COMBINED IVIVITH QUARRY WALLS IN AA68 THAT OALL Wt EIDE USED
FOUR . J NEN't IRO# . H FUEL IE I+ T RIWOMMIRM159b FOR W"VA= STABILWATIOW IN URBAN AME. THE IEOEMGAR MAY
AT ANY TIME RREGUIIR€E. THE UBE OF CRY SPALLS IF THE HOG FUEL IE NCYr PREVENTING 9ED111AEW FROM 9MG TRACKED ONTO
PAVEMENT OR IF TIME HOG FLIGL IE EEMiING CMR11ED ONTO PAVEMENT.
22. FE NO SHALL E$E INSTALLED AE• R ►1T~d TO RREJETRJOT. TRA: F C TO THE CONBTRUC'1'I1`'ItoM ENTRAAM E.
24. WHIN11VIR POSSIBLETHE 6K1TI N SMALL A-9 I;i81two-'I;Feb G1tI A FIRM, cWPA0110 6.004I bIE. two CAN EII~At, MAI. -V
NCREEYADEa THE EFFECTIVENE98 OF THE PAC AN O REDUCE THE NEED FCA MAIINTENAWA.
3. MAINTENANCE ETANDAMN
SA. C.UAP SP•ALL2. 94ALL BE ADM IF TI•€€E, PAD 12 40 LC : IN A =ROMCE WITH THE WhECIFICATEENI'sf.
U, IF THE MSC; 18 NOT PREVENTING 9 MMElP33T WING TRACKED GWM PkVIMEW, THM ALTERNATRX LILAGURU To. k1W THE
STREET& FREE OF B'EDIMW BNAL L BE WED. TH06 MAY INCLUDE B'WE:T M-EEPIND, AN I stCREAEIEE IN THE 01MEIiiIEi' Of THE
EWRANM Oft THE IN TAILATION OF THE WHEEL '&- "A SK. IF VMSHING 18 USED. IT GNAL.L: BE DONE: ON AN ARE% CO' VEIRM'OffN
CRUSHED ROCK AAD YNASHIZO WATIN, SHALL. E2*I TO A BEDRAINT TRAP OK P N&
A. > Y SEDIMENT THYAT W TRACKED ONTO PKVEMENr SHALL BE REMOVED IMMMATELY BY E$ EP146. THE #MMMT GiOLLACTED BY
SWESPINd SHALL WE RILMOVIt OR ATAMiILIEf , ON OI'TE, THE PAYUMAW04ALL NOT 111 CLIAN11b BY WA6010 bMN Tim WNW,
EXCEFT W'I'ZEN SWEEPING IB WEFFEC'nVE AND THIMIS ATHREAT TO PUBLIC SAFETY. IF IT NECEMAW TO INA SH W WMEM, A
SMALL Bim° MUST BE CONDUCTM THE EENT WOULD THEM BE. WASHED WC 7HE SUMPIMOM iT CAN If CONIMLLIM AND
DW.HAMED APP 'PRLAT1EL`Y.
3A. AIS CiM RY SPALL8 THAT ARE L.00BENM FROM THE PAO AND END UP ON THE. ROADWAY ON&L BE. FASK A� IWAEDIATELY.
,E. IF VEHICLES ARE ENTTENNG OR EXITING THE SITU AT POINTE OTHER 11-M THE 00IN#T'WX11CN EAITI4, I=Wh MH# M G $HA -LL BE
NSTALLEDTO CONTROLTRAFFIC.
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PLIST.1c 't`r STASIUZED mm- 1118.10
ARCH 2008
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VERTICAL: NAW 1988
HORIZONTAL: NAD 1983/1991
DATU M
FILM -ma
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3.1. ANY A4ZUWL0_A t-I;S 0131419W ONOR ARMWID M`LVT'T MON $HA,LL. 69 REL040 MEu€L°bIA:'il"�.Y. smoi Iakr SHALL Noy° 1W. PA IS
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fluSLIC WORD I FILTUR PAUMC PRO TON
R-383906
:L CITY OE
RENTON
Planning/Building/Public Works Dept.
M.- PLAN 210.00
UAR CH 00
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
CITY OF RENTON
APPROVED BY:
SURVEYED:
SCALE:
DATE:
APPROVED BY:
DATE:
BEYLER CONSULT.
1 19=20'
?
DESIGNED:
BML
C3
o
m
DRAWN:
JAP
ONE INCH
�
Z
T
CHECKED:
BML
AT FULL SCALE
IF NOT ONE INCH
BY
DATE
AP P R
SCALE ACCORDINGLY
APPROVED:
LCB
VERTICAL: NAW 1988
HORIZONTAL: NAD 1983/1991
DATU M
FILM -ma
I
�. �1�ii17lp'1'�lil I� I;LEtE
11t. FALL BE PE IDID #i" tIMNW- 0 INIJI €0I.0PE AIIi D �.�fT�N€�, � FEET oFF �. D1BTL F�1� OIC �T�: rI I AREA, L�i� s*s
T NRUE�i TiNA1' lgriTl1+%> TFre TOIiu4iilMi FILL � �E`�G TO A �D€EiiEiT E+kD ORTRAP.
11. MAY N U40 AWA"VE AT THE A PPL .AMTS DIWAET0I TO F' CT DRAINAW SMEM.
11. THE 00INTPOUT104 0"N AWA MW NOT BE I R THAN I ACERB.
L 0E64III A140 INS ALLAT M Sommomme
It. FILTERFAM0 IS ONLYALLO ED WERE. Ft1N01ING IVALL NOT BEA TWFIW#4ERN AND WHERE eLOPIE EFCOON VALL NOT RESULT IF THE
OJAW 19 GVERTCPMD BY POWED WATIlk
2:2. T"E PLACEMIN Of A PIL.TEA FAMC LWDEA OMTO IS GENEPAILLY PRCOMBITW AND THE U9V OF MLTE R FAMO OVER WATES €B VROTLY
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RENTON
Planning/Building/Public Works Dept.
M.- PLAN 210.00
UAR CH 00
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
LUA14-000859 & U14-005633
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
NOTES & DETAILS
DATE:
01/27/201
FIELDBOOK: NA
PAGE: NA
DRAWING NO:
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SHEET: OF.13
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CITY OF RENTON
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
LUA14-000859 & U14-005633
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
NOTES & DETAILS
DATE:
01/27/201
FIELDBOOK: NA
PAGE: NA
DRAWING NO:
C6
SHEET: OF.13
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