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1.2- OLT FBC'E r NOT IMITENCW TO TREAT fTiMTEO FLOWS, NOR 18 IVTENDED TO TREAT &ASTANTUIL AMOUNTS OF OVERLAND FLOW.
AM1l FLOW MOST E CON40EIE0 THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
L OAIBII AM SMfALt�Ti011ICAlI
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2.Z 9TM42AID 8TMWOWF1 PAIw01i6a6N ANUS MOVN3 M INCREASE THE STRENGTH OF THE RMICE. WIRE SAONGNG OR CLOWR POST
EMCM43 MAY E 11011Ql1� Fat ORIi1 SIR88101TH FAE4IC IF FNLD PERFOR I MICE WARRAP" A 9TRp WER FENCE.
2.1 111 EE THE IiCE IS INrALLED. TIE OWN INN A &.NOT M NTEIEW TH4AN21I
2.4. F A TYMI.A . OLT PIINCM i U01011, THE STANDMO 411A TIIICH MRY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE
E rE1.L SUIRRM AM SECURE M A TRENC1 THAT STA WWI THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
L ISIMIRZ STNO
11. ANY DAY11E: SHALL E R NFANI I MEMTI
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3.1 R 13 MMW Mr TO CRErK TEE t/1EL SIDE OF 11 HE FlCE POR OF THE FENCE CLO©OMIG AND ACTBIG AS A BANNER TO FLOW AND
THBII CALi O A110N1 OF ROAM PARALLNRL TO THE FACE. IF THE CGICIL1119, REPLACE THE FENCE OR ReNDVED THE TRAP
ART.
34. SIT MIST M F�®IMWI �I W 6 @CH W HIGH.
L& F TIE FILTER FABRIC " E) IMB DEIM1NIId1ATED DUE To ULTRAVIOLET BRiEAKDOWH, IT SHALL BE REPLACED.
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EMCM43 MAY E 11011Ql1� Fat ORIi1 SIR88101TH FAE4IC IF FNLD PERFOR I MICE WARRAP" A 9TRp WER FENCE.
2.1 111 EE THE IiCE IS INrALLED. TIE OWN INN A &.NOT M NTEIEW TH4AN21I
2.4. F A TYMI.A . OLT PIINCM i U01011, THE STANDMO 411A TIIICH MRY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE
E rE1.L SUIRRM AM SECURE M A TRENC1 THAT STA WWI THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
L ISIMIRZ STNO
11. ANY DAY11E: SHALL E R NFANI I MEMTI
u F CONC@IIIMTED FLOES ARE EVMW UPHILL 00 THE FIBNG , THEY MUST BE INTERCEPTED AND CON WYED TO A SE13RENT TRAP OR POND.
3.1 R 13 MMW Mr TO CRErK TEE t/1EL SIDE OF 11 HE FlCE POR OF THE FENCE CLO©OMIG AND ACTBIG AS A BANNER TO FLOW AND
THBII CALi O A110N1 OF ROAM PARALLNRL TO THE FACE. IF THE CGICIL1119, REPLACE THE FENCE OR ReNDVED THE TRAP
ART.
34. SIT MIST M F�®IMWI �I W 6 @CH W HIGH.
L& F TIE FILTER FABRIC " E) IMB DEIM1NIId1ATED DUE To ULTRAVIOLET BRiEAKDOWH, IT SHALL BE REPLACED.
0 I' L . H 1 C kr O K K S SILT FENCE M. PLAN - 814,•00
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DiMPANG OF THE ROADWAY
Land Surveying Land Planning
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21. HOG MAIL (WOOC► §A� MIU I MAY E SU011511 I I U I w FOR OR COM BIHM VATH GIU AIRY WALLS IN ARIES THAT WILL DOT BE UED
FOR PIERIIIIAN1w ROAM- HOG FUEL Re NOT 1111pr n EMOE0 FOR ENTRANCE STABILIZATION N UAR M AREAS. THE IRILWPECTOR MAY
AT ANY IM ROOM TIE UK OF OUAMY SPALLA F THE HOG FUEL IS NOT PRE VEIIf M BEDIRYEINfr mom BEND TRAcxm ONTO
PIAV fT OR F THE HM PAIL K Salle ca1rIIND ONTO PAVE ff.
2.2 FENCOM94MIMPATALLWAS NEME111111AW TO RESTRICT TRAFFIC TO 11 E CONSIMCTION ENTRANCE
2.1 I M3Wt4ER POSE. TFE @fTAAMCE MALL BE CDWv UCTED ON A MM, 001i1PAICTED SMRADE. 7HO CAN SUBSTANTIALLY
M AE THE MIR01EMNSCWTINE PAD Im too" THE NEED FOR MANTEN/INII•.E.
3. fT>MIAIRRC! 1 NIA 11 wOi
3.1. QUAWY WOOS SHALL BE ADO® F THE PAO IS NO LONOM N A=*V)lANCE MATH THE SPECIFICATIONS.
32 F THE WffIWDE t NOT PIIEVBfTM10 S�EMT �eI IS TRACKED CNlfTO PAVEMENT, THE! ALTERNATIVE MEASURES ES TO KEEP THE
STIEM FlBS OF SEOBENT IHMLL BE UBEO. THIS AMY N1CLUM STMET SMIEERM, AN INCREASE IN THE DwElISIONd OF THE
EMTI #A=. OII TfW 06TALLATI1 OF THE WHM MAN. F VAMP *W IS USED. IT VI W DONE ON AN AREA COVERED WITH
C RUI RM RCKK AND 1111IN4ID VATJM SHALL 0!Mlti TO A SEDIMENT TRAP OR POND.
3d ANY SION01iIIT THAT 13 TRWAMW ONTO FAVE :NT SwAIL, BE REMOVED INN EDNTELY BY SMREEPNG. THE SEDIMENT COLLECTED BY
WAVEPNa SKALL BE IBIpM® OR STAN&® ON Off . THE PAVEMENT OWLL NOT BE MEAMED BY WASHM DOMIM THE WMEET,
D11�T 4lIRREIII S»PNO W M11SleCTIVE AND TIRES IS A TRIIMAT TO PUBLIC SAPEIY. F R GARY TO V 1 0H1 THE STR 1 TS, A
SMALL SUMP MLJSf E CONDUCTED. THE @E�R WOULD THEN BE WASHED MO THE SUMP WHERE rT CAN BE CONTROLLED AND
D1111101N1KfED APPI110~1 ELY.
3.4. ANY OLWJW SPALLS THAT ARE LAOSEMED FR M THE P1AD AND END UP ON THE ROIADWAY SWILL BE REMOVED MbED1A115LY.
85. IF VEHMM AM ENTEIWIO OR EWMG THE SfTW AT POINTY, OTHER THAN THE OCINSTRUCTI ENTRANCEP). FENO N}G 0 4ALL BE
11WTALLEID TO CONTROL TIIAFFIC.
I' L. H 1 C W OR K IN STABILIZED
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2:1 SLOPES
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DOCK MUST OOMM'LETELY COMA! THE
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1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO IMO FROM PONDS, OR TRAP&
1.2. To CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AIEAd AROU ND THE SITE TO A NON- EMOSIVE DACIYNEE P wr.
2. 1WNTWNAMCE STANDAiN
2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 80 THAT THE CHANNEL N RE'BTIORM TO ITS ORIGINAL
DIMM CAPACITY.
2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIOMS OF SCOU RM AND EI1106M OF THEM AND MM M F SCGOUWQ ARID EMOSION
HAS 0=RRED, AFFECTM AREAS SHALL 143E PROrrECTro BY Rtlrw OR Md EIBDaON CIRIMOL BLANKET.
1' L. H 1. C 1e0RKI CNECM DAPS SM. PLAN - 817A0
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2. The BIRO ~ hlllYa a bu&w Ngh-aw nlNief splUm (ollrftw bypAN}
3. The latletlai sin mod ebbw IfomrM d the SIB Mmnt Opill!IE the adaeord omrAVill.
41 Pfadam nmintAn in aaowtl■IIw v0 Skwid■Id piaS- M.Xift
I' L . H 1. C V O K K S CATCH EJUNN FILTER SM. �M - 216M
DEFARTME T PAARC-i 200h
o FWT sueAffrK
I EMLY CLEAIM ! CItlIDm IMAR S1NMRAL
2 PLAN CHMIOE /1
3 PLAN CMWICE
4 AMMt SIJ@Mf1TAL
N0. REVISION
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IuROr1I - f ' C
T J J RISER PPE
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Y `t
tit PEE CREST OF 8 MNV. WIDTH
aPLLtt1ySY);KIIIGI( SPILLWAY
OMAT TV WIN
�I' TtHltall ttAOC
- 1- VON. EM MIIQMTCONIVGM 1696.
EtAIRl�14 OQ11112E r 5ti 1' _ _ - _ - _ - j PEt:WW 1M1ERML8 RICH AS
ORAVIL OR CLEAN 9MID SWILL.
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BoUTAALA3rr MWER gono�T IE RAW ootw - -TANtx, UUR ET aR
LEM SPREADER
� NORW
1. caRlorf of USE
1.1. A SEDIMENT POND SHALL E LGM `WNM THE 10061 TRMIJrNYt3 DFiAINACE AMA 18 3 ARSES OR MCINE.
2. oN 4010 BtTALLAU=10111 ,7CATitNr
2.1. THE POND SHALL BE DMOM INTO TI Ib RIOUIWLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE
ALLIO�/0 MOVEMENT OF MRNTER BETWEEN CRIS THE DMOER SHALL BEAT LEAST ONE HALF OF THE HE 12MT OF THE RISER. MIRE -BACK
2-TD S FOOT MIN& EXTRA STR@WM FLTIJL FAN IVC SUPPORTED BY TREATED 47(4"* MAY BE USED AS A DIVIDER. ALTERNATIVELY. S'TPJMD
STRAW STILES SNUFF® WITH FLTER FABRIC WRY BE UOED
22 E 11E PCM t 1101E THAN B FEET 10ill P, A Der �INIBM MIST BE PROIX) ED.
2.2. TO AD N DETEAMINd0 SEOMW DEPTH, ONE�OOIT INRTERI/ALS SHALL BE PROMINENTLY MARIED ON THE RIER.
i BTAISIAA�
3.1. SEDB@fT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH.
32 ANY DAMAGES TO THE POND BEAINi@rY! OR SIMPLES SHALL BE REPL ACED.
E
I' L. H I . (; Tr () K K ti TD
S. PLAN - 216.00
� SEDIrEMT POND PLAN YIEw N1 A 200h
DEPARTMEr� T A/�
1 MOl i L�AEL aDWTM -
�/T
2:1 MINX. SLOPE
50%9 VNIGM �11111 ON SLUM GIMOEArr
10101�10111
1. 1010111111101110111 OF USE
1.1. R6OUIFED AT:
1.1.1. THE TOP OF PL.L SLOPE$ N E WAM OF 31HA V ANO WITH MORE TH M 20 FEET OF VERTICAL RELEF.
1.12 AT MM" ANY SLOPES THAT EXCEMS THE NAB ISK MB VECIFIED BELLOW.
AVB AGESLOPE
CONSULTING ENGINEERS LLC
FLOWPATH LENGTH
334M 8th Avenue South I ® I I I
3 -3%
Suite 205
' 10 TO :1V
Federal Way, WA 98003
2W FEET
FEOE11i1L tMY (253) ii -RIPS
www.esmcivil.com EVERM (4225) "7 -"W
Civil Engineering
Land Surveying Land Planning
Public Works
I Project Management I Landscape Architecture
ESM
JOB #258 -044 -013
2:1 SLOPES
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DOCK MUST OOMM'LETELY COMA! THE
aarrau AM s MS OF THE WCH
T1 (�
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a / i
L r '
Ncrrm
1. COMDrTION OF LME
1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO IMO FROM PONDS, OR TRAP&
1.2. To CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AIEAd AROU ND THE SITE TO A NON- EMOSIVE DACIYNEE P wr.
2. 1WNTWNAMCE STANDAiN
2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 80 THAT THE CHANNEL N RE'BTIORM TO ITS ORIGINAL
DIMM CAPACITY.
2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIOMS OF SCOU RM AND EI1106M OF THEM AND MM M F SCGOUWQ ARID EMOSION
HAS 0=RRED, AFFECTM AREAS SHALL 143E PROrrECTro BY Rtlrw OR Md EIBDaON CIRIMOL BLANKET.
1' L. H 1. C 1e0RKI CNECM DAPS SM. PLAN - 817A0
DEFARTI EYE C OPEC" PAAkC'-A
Ar �.
OI AKWE GIUM - -\ TNIA
GRATE FIRAME
}5 !
9EDIMBiTANDl7®1:9 -..
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r
L
� aELOW IIEEr 911M7E DE11ft,E
F L7Ei� J'
II
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r 4
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BELaMr MEET GRATE nEYICE '; olrrFtR,ow 6rP,Ar t�J
1A 11
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NgTRlls
1 _ 91= Ow ftftw W40 Ntw Dg (SHED! ibrt o alolwt tewra>rnKkwe a tr arAw
2. The BIRO ~ hlllYa a bu&w Ngh-aw nlNief splUm (ollrftw bypAN}
3. The latletlai sin mod ebbw IfomrM d the SIB Mmnt Opill!IE the adaeord omrAVill.
41 Pfadam nmintAn in aaowtl■IIw v0 Skwid■Id piaS- M.Xift
I' L . H 1. C V O K K S CATCH EJUNN FILTER SM. �M - 216M
DEFARTME T PAARC-i 200h
o FWT sueAffrK
I EMLY CLEAIM ! CItlIDm IMAR S1NMRAL
2 PLAN CHMIOE /1
3 PLAN CMWICE
4 AMMt SIJ@Mf1TAL
N0. REVISION
` 1..91401- - *.I
IuROr1I - f ' C
T J J RISER PPE
- r
Y `t
tit PEE CREST OF 8 MNV. WIDTH
aPLLtt1ySY);KIIIGI( SPILLWAY
OMAT TV WIN
�I' TtHltall ttAOC
- 1- VON. EM MIIQMTCONIVGM 1696.
EtAIRl�14 OQ11112E r 5ti 1' _ _ - _ - _ - j PEt:WW 1M1ERML8 RICH AS
ORAVIL OR CLEAN 9MID SWILL.
HOT W UWD.
FL
� T =r - � I -I I -I I - I I I- I I III- • fr -� �� _
+� aT FENO�
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INN ItTaRR�G tN INS04AAWTO STABILUED
BoUTAALA3rr MWER gono�T IE RAW ootw - -TANtx, UUR ET aR
LEM SPREADER
� NORW
1. caRlorf of USE
1.1. A SEDIMENT POND SHALL E LGM `WNM THE 10061 TRMIJrNYt3 DFiAINACE AMA 18 3 ARSES OR MCINE.
2. oN 4010 BtTALLAU=10111 ,7CATitNr
2.1. THE POND SHALL BE DMOM INTO TI Ib RIOUIWLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE
ALLIO�/0 MOVEMENT OF MRNTER BETWEEN CRIS THE DMOER SHALL BEAT LEAST ONE HALF OF THE HE 12MT OF THE RISER. MIRE -BACK
2-TD S FOOT MIN& EXTRA STR@WM FLTIJL FAN IVC SUPPORTED BY TREATED 47(4"* MAY BE USED AS A DIVIDER. ALTERNATIVELY. S'TPJMD
STRAW STILES SNUFF® WITH FLTER FABRIC WRY BE UOED
22 E 11E PCM t 1101E THAN B FEET 10ill P, A Der �INIBM MIST BE PROIX) ED.
2.2. TO AD N DETEAMINd0 SEOMW DEPTH, ONE�OOIT INRTERI/ALS SHALL BE PROMINENTLY MARIED ON THE RIER.
i BTAISIAA�
3.1. SEDB@fT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH.
32 ANY DAMAGES TO THE POND BEAINi@rY! OR SIMPLES SHALL BE REPL ACED.
E
I' L. H I . (; Tr () K K ti TD
S. PLAN - 216.00
� SEDIrEMT POND PLAN YIEw N1 A 200h
DEPARTMEr� T A/�
1 MOl i L�AEL aDWTM -
�/T
2:1 MINX. SLOPE
50%9 VNIGM �11111 ON SLUM GIMOEArr
10101�10111
1. 1010111111101110111 OF USE
1.1. R6OUIFED AT:
1.1.1. THE TOP OF PL.L SLOPE$ N E WAM OF 31HA V ANO WITH MORE TH M 20 FEET OF VERTICAL RELEF.
1.12 AT MM" ANY SLOPES THAT EXCEMS THE NAB ISK MB VECIFIED BELLOW.
AVB AGESLOPE
SLOPE PERCENT
FLOWPATH LENGTH
2011
3 -3%
300 FEET
' 10 TO :1V
5103s
2W FEET
14 T Iq H: 1V
1aZ-ra
101) FEET
2 TO 4 H:1V
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1 50 FEET
L 06810111 AND NItTALLATgM SPE NFICIITIOMB
2.1. FOR SLOPES STESPE111 THAN 2R IV V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE OONSTRLCTW OR CLOD
SPICED N I EPICEPT40R $MEALS" MAY BE USED. THE UESM ME11$URE MOST BE DESIMED BY AN EMCSNEER TO EFFECTIVELY
INTERIM" THE HNIH VELOCITY RUNOFF TO A 8MIMENT PORID OR TRAP.
22 COW nRLCIM TIUIPrIC OVIM I DRAW SHALES SHALL BE MNIMRCD.
3.1. DAM A®E AEStL ?MIA FF M RUNiCF1: OR C0N9r 01CTWN ACTMTY SK LL BE IEPAFM 111AIEDIATELY.
32 FNS DO Wr FAIRLY RETAIN sTIORM PkJNOW, THE CAPACITY AND/OR FWQXMY OF THE $WALES SHALL BE
PL.H1. C VORKIN INTER S CEPTC11R ALE MD. P - 817.10
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SCALE:
vERT)CA1, NAVD 19(%
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RENTON
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AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT 014E INCH
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TREE PROTECTION FENCE DETAIL
NOT TO SCALE
1 1 1 1 1
CHECKED FOR COMP CE TO CITY STANDARDS
GREENLEAF
GRADING & T.E.S.C. DETAILS
UTILITY PERMIT #14004398
12/3%1
GR -03
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Chain Link Fence
•• •
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One sign per 50 feet,
(minimum of 2 signs)
TREE PROTECTION FENCE DETAIL
NOT TO SCALE
1 1 1 1 1
CHECKED FOR COMP CE TO CITY STANDARDS
GREENLEAF
GRADING & T.E.S.C. DETAILS
UTILITY PERMIT #14004398
12/3%1
GR -03
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