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JOINTS IN RLTER FAgiCSI NLLL aE 9PU=
AT POSTS. L IM STAPLE & YIE RINGS, OR
EtYIVALBR TO ATTACH FAWC TO POS3.
B MAX
u
POST SPACING MAY DE INCREASED
TOW I F W RE BACIONG 1S USED
25Q" BY 14 Ge, WIRE OR
EQUIVALENT, IF STANDARD
STRENM" FABRIC, US®
FILTER FAEWW
toll,
MINNIIAi 4'5H" TRENCH _ h
BAdWLL 79EM21 WITH
NATFA SOIL 4i
1"M" iOOMPOSTS, STEEL FENCE
POSTS, REBAJ> OR FCILWALENT
MOTEL
1. CONDITION OF USE
1.1. SILT Fr-NCE MAY BE USED DOWNSLOPE OF ALL DISTUNISM AREAS,1 2- SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NORM INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW -
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDNEIT TRAP OR POND.
L DEMN AND INSTALLATION SPECFI ATK NS
2.1. THEGEOTEXrILE USED MOST MET THE STANDARD LISTED BELLOW. ACOPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE.
:1V L:T; SIE•h SLE I x al5wi%,E NUR SKI HD.
ft-A i f'CTIs D41'i
- -
51}L::t: NIL'.'L W1 :.W-A r_WNt I LAI is I I LLB I AGIQ;
wAIERPuwIIIIY711- ASINIL
IIW*C'• iLmil -W
��S' r•fN.I()RLYHISSIRLNCIIIADN(,
:GARS lLtlSIIE SIBLNCNI ;A!IF-Uiu2l
LANES. PAW FUR IANDAPL` S I P2NCt 1 FAERI
uW16 IKb1Ik lLUTJFAtIt,T'1 SAS 1r+i UNl--"
A)%WAX.
ULTRAVIOLATE RESETANCE 'A':TM 1143S5,
-,D%IVIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE REQUIRED FOR EXTRA STRBNCT7I FABRIC IF FIELD FVWOPIMAINCE WARRANTS A STRON[ FEINCE.
23. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV
24. IF A TYKSA PL SILT FENCE IS USED. THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE
S WELL BURIED AND SECURE N A TRENCH THAT STALBLQES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
IL MAINTENANCE STANDARDS
&I' ANY DAMAGE SHALL BE REPAIR IMM DIATELY.
3.2. F CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUS ax 'TcF *Y -' w" CONVEYED TO A SEDIMENT TRAP OR POND.
3,3
IT B IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SI(#NB O AND ACTING AS A HARRIER TO FLOW AND
THEN CAUSING CHANNELQATION OF FLOWS PARALLEL TO THE FENCE. IF T. _ -_'HE FENCE OR REMOLDED THE TRAP
SEDIMIENT.
3A. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 5 INCHES HIGH.
S.S. IF THE FILTER FABRIC (GEOTE I"LE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
Y STD. PLAN - 214.00
� � � rvBLic 4'�ORI�S SILT FENCE
DL FAR'_ 1 ENT
MARCH �20() 3
DRIVE' NCAYS SHALL E PAVED TO THE EDGE
OF WO-A(PRIORTO INSTALLATION OFTHE
COITION ENTRAAI[f TO AVUO
_-- D1MYK:nG OF THE ROADWAY
IT IS RE00hRENUE111 THAT TEE
ENTRANCE BE C7Ro5W® 90 TWIT
F#JNOFF DRIVNB OFF THE PAD
INSTAL DAIWA RY CULVERT IF THEE y
IS ROADSIDE DITCH PfIIHSIFNT, AS 1
PER CRY ROAD aTANOMCa
44' O::S
f
12' MN. THKMEts -- -_-- t .% _. _ PWADE RLI VADTHOF
II, II11111?�O --- --' I NBFW_aa&CNEW AREA
1_ CONDITION OF USE
1.1 CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTI-IER PAVED AREAS WITHIN I AM FEET OF THE SITE.
GP.ABTE7JSILEST�=BVGTH(AST',i
20CPSI 41N.
GRAB TENSILEELOAGA.TIOV{A5TI`A:)4633)
30%rvIAX_
'AN =1 RORST STRFN6TA rASTvI FA?W, K.>',
'IM.PSI',AIN_
ADS { ASTNI D475' �
7[LIS ((I S_ 5TAN r)A! D 51-'e F S ?RI
2. UESBCN AND I S FALLATNDIL SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MULCH) MAYBE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT REOOI MENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS F THE HOG FUEL IS NOT PREVENTING SEDIMENT PROM BEING TRACKED ON 70
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
22. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.3. WHENEVER POSSIBLE THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
S. MUYNTIENANCE arANMRDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPEOFrATHONS.
3.2. IF THE ENTRANCE IS N IT PREVE NT1NG SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE
STFE 18 FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN IW SASE IN THE DIMENSIONS OF THE
ENTRANCE, OR THE INSTALLATION OF THE WHEEL 1M SH. F WASHING 18 USED, IT SHALL BE _ _'"' ON AN ARFA COVERED WITH
CRUSHED ROCK, AND WASHED WATER SMALL DRAIN TO A SEDMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY Sl= jN0G. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVFMF NT SHALL NOT BE CLE'- --!BY WASHING DOWN THE 8TREET,
EXCEPT WFEN SWAEEPIMK' IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT ESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMit"ERE IT CAIN BE CONTR101 1 AND
DISCHARGUM APPROPRIATELY.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END LAP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE
NSTALLED TO CONTROL TRAFFIC.
PUBLIC WORICS STABILIZED
DEP ELK'_ ME V'1' CONSTRUCTION ENTRANCE
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MARCH :OGH
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
- ROCK MUST C10M1% ETELY COVER THE
_ - BOTTOM AND sIBESOF THE DIrcH
If MR.
2r MIN.
2-1 SLOPES
5
% ' 4
5
1
/5
' S
4
2"i" ROCK
L = THE DISTANCE SUCH THAT POINTS
A MO B ARE OF EQUAL ELEVATION
NOTES
1. CONDITION of USE
1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS.
1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED ALAS AROUND THE SITE TO A MOH -EROSIVE DISCHARGE POINT.
E MAINTENANCE STAMIDARDS
2A . ANY SEDIMENT 13EPOSMON OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL B RESTORED TO ITS ORIGINAL
DESIGN CAPACITY.
22. THE CHECK DAIS SMALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE HIED AND BANNS. IF SCOURING AND EROSION
HAS OCCURRED, AFRPCTFD AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET.
r•vBL1c +'rORxs CHECK DAMS SPACING AND STD" PLAN - 217.40
1) E r'A i A Le T CROSS SECTIONS 15.E�K(•H
DRAINAGE GRATE
GRATE FRAME
SEMEAITANDDEBM
�d
r, MUTTER
it OVERFLOW BYPASS
.9
D BELOW INLET GRATE DEVICE
i
SEGTIONVIEW
DRAMMGE GRATE
- RECTANGU LIAR ORATE SHOWN
• i-s f 7 -
RETREMSTSTEM(TYP.)
�� ti. �GT� 1 •fi'�
BELOW INLET GRATE. DEVICE•',a�_ 'I OVERFLOW BYPASS (11'P.)
Y!r
NOTEII
1. Stm the Bdm IRIS GN BE DBNt a (BKHD)1hr Ere =m W" WU=M I wll SWVICS.
2. The BRGD steal have a bui t-in high- raid symm (overlow bypt )L
J. The mIrlNRratl t Aft. mat Muff mmord ELF the BIGO T W*d WMNV the coNeried naiarN.
4. Pbrforrn mai,am m ca in acaoKh rmo a,* Standard Spm:Fwa on &-M 3(15).
FuBLIc WORItS CATCH BASIN FILTER STD" PLAY - 210.30
IIEVAR'_ HR V'1'
bL-ARCH 2009
AROU140 SEES
E16GENCY OVERFLOW
SPLLYIAY
PIFLOW
_ SILT
EGUVALLEEttTfDIVIDER RISERPIPE C +
!y �1
R,ISERFIRE GREW OF SMl1. WIDi-I
(PRINDTIALS'LLMAAY) oEAINIIC.Y BpLLMAY
OPEN AT TOP WITH I
TRASH RACK
I- I m-- T-'' T - } 't ' I'MIN. ElANIOENrCOMPAClEDYS%.
I \ DEWAT ERM DEVICE I ' ` 1` CLEAN SAND SHALL
�y MM RISER WrAL) * %= - - - - NOT RE USED
jL �^ I s
-------------- -\
n--
'1r
_ REMM7IWG'.
NNP.9AOKEf SET FEACE. OI flCE
STAKED NAYBALES WRAPPED III-1 I,
W HI PLTITR FARM , OR DISCHARGE TO STAMI
ECMALENT DIVIDER CONCRETE WISE CDNVEYAI@rF- OUTLET OR
LEVEL SPREADER
MOB
1. CONOITM OF UIE
1.1. A SEDTMENNT POND &VU BE USED WHERE THE CONTRIBUTING URAINAGL AREA IS 3 ACRES OR MORE.
2. DE5ip11 AND INSTALLATIOM SPECW"TWINS
2.1. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE
ALLOWING MOVEMENT OF VIIATER BETWEEN CELLS. THE DIVIDER SHALL HE AT LEAST ONE HALF OF THE HE113KT OF THE RISER. WIE BACKEL
-
2 TO 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4744'a MAY BE USED AS A DIVIDER ALTERNATIVELY, STAKED
STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED,
22 IF THE POND IS MORE THAN I FEET Dom, A DFEERENIT MECHANISM MUST BE PROPOBED.
2.3. TO ND N DETERMINING SEDIMENT DEPTH, ONE -FOOT INTERVALS SHOW'_ BE PRONINIE4TLY MARKED ON THE RISER.
3. MARTENANCE STANDARDS
3.1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES I FOOT IN DEPTH.
32. ANY DAMAA(ES TO THE POND ENBAN MIENTS OR SLOPES SHALL 13E REPLACED.
+ FUBLIC WORKS SEDIMENT POND PLAN VIE41I STD" PLAN - 218A0
1) LePAl:'_ 1ti NT AND CROSS SECTIONS
h.9.1♦1C'H 2004
21 MAX. SLOPE
wnLEVEL BOTTOM
r.
III( III �-
2'MN.
sAIrAILe swAOltK, DEPENDS oN sLaPE r,RAMOTaIr
NOTEi
1. CONDITION OF USE
1.1. REQUIRED AT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AND VV`TH MORE THAN 20 FEET OF VERTICAL RELIEF.
1 A.2. AT INTERVALS ON ANY SLOPE$ THAT EXCEEDS TFIv 'EIES,' SPECIFIED BELLOW.
AVERAGE SLOPE
SLOPS --' I GTFI
J 10TO 2t71 H:1Y
UJ';t
1 200 FELT
'4 TO 1011ty
10-2
TW FLU
2TO 4 H:TY
L-:0.6
U FLLT
2_ DENGN AND INSTALLATION SPECIFIC ATRM
2.1. FOR SLOPES STEEPER THAN 2HA V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MFASLLRE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TD A SEDIMENT POND OR TRAP.
22. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL IRE MINIMIZED,
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIREID IMMEDIATELY.
3.2. IF THE FACILNTY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
Y
FUBLIC _HORNS
* DL;PAR'_ _L ENT
R=345007
INTERCEPTOR SWALE
0 FIRST SUBMITTAL ESM 10/15/200 SURVEYED: SCALE: VERnCAL: NAVD 1988
1 SECOND SUBMITTAL ESM 1/31/2 DESIGNED NMHORIZONTAL: NAD 1983/1991
2 THIRD SUBMITTAL ESM 10/22/201
3 FOURTH SUBMITTAL ESM 12/06/201 DRAWN: ONE INCH DATUM
4 MYLARS ESM 12/22/201 CHECKED: IAT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED' SCALE ACCORDINGLY
si'D. P>G,,A�d �i710
POLYETHYLENE Cw
PRDIJIpEEADBallUE
-�. S77YWT\N
PERFORATED KXYETHVLENE �y
DRARAOE TUBM. DIAMETER
MR 7 L RGBtTHAR ` - AETALR86i
E EMtliTEMNa OTR14E-
TAMSK46LLCOMPLY *4'
WITH MTN F617AD .<.- •'Ir..
AAtAITO Rat. •__
WATERTIGHT OEWATETt♦If'QrE1GE, �fUl1E
LNG TAOCWBD _--40 STEEL STIR NIL
-_ - DNNETERAU PER GALOLLATN0N6
or MN -
£ t•IIR.
ALTERRMTIVELY. METAL STANCES
AND WIDE MAY BE UED TO
t7C1rYl:,E-IE BABE PREVENT ROTATION
Y
+ � � rUBLIC -WORKS SEDIMENT POND MD. PLAN - 21d io
DLYAR'__VENT RISER DETAIL
EROSION / SEDIMENTATION CONTROL NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
2 ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE
PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION.
3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT
LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A 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.
4. 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 MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
5. 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.
6. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT
DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT
UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR
PLASTIC COVERING.
7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK
IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE
IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION
CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE
ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE.
SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE,
BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY
THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH
EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET,
3:1 SIDE SLOPES.
9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4
TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS
AND EGRESS TO THE CONSTRUCTION SITE.
DATE:
CITY OF GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS PAGE:
MR RENTON G
DRAWING NO:
Planning/Building/Public Works Dept. T.E.S.C. AND GRADING DETAILS AND NOTES ER-03
SHEER: OF:
31
RE=VISIONS
NO,
DESCRIPTION DATE
BY
0
FIRST SUBMITTAL
10/15/2007
ESM
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
12/06/2010
ESM
4
MYLARS
12/22/2010
ESM
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JOB NO.: 1352-001-006
DWG, NAME: ER-03
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
ER-03
7 OF 3 1 SHEETS
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