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1.1. OLT FENCE MAYBE USED QPE OF ALL DIIMRIBED AILEAR
1.2. SLJ FENCE 18 NOT INTENDED TO i REAT CO NCE NTRATED FILMIX NOR IS WH34)ED TO TREAT SLOST/tT+f iiAL AMOUNTS OF OM1 d? F IAM.
ANY OCINCEytTRATED FLAW N= BE CONVEYED TM()USH THE DRAINAGE 3YST13A TOA SEDIMEPffTRAP OR PCND
S. SIGN AM INSTALLATION SPECEICiITiON9
2-1. THE GEOTEXi'iLE UBED MOST MET THE STUD LISTED BELLOW. A COPV OF THE MANUFACTURERS FARM SPECIFICAT)ONS 1JwTBF
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ZZ 8TANDMW STRE 40iH FABRIC REOLME B VARE BALKING TO SSE 7HE STRENGTH OF TFHE FENCE. WIFIE BAC M OR CWSER POST
SPACING MAY BE RE13Ui M FOR EXTRIkSTRENISTH FABRIC IF FIELD PEIEOISNAHDE WARRANTS AST>RDHORFENCE
IS INSTALLEI)THE SLOPE SHALLNOT BE STEEPER7HMJV
2A,. E iYPIC.AL FENCE
E E USED. THE STANDARD 4X4 TR E NCH IMAY NOT BE REDUCED AS LAMAS THE BOTTOM a INCHES OF THE SLT FEKS
15 WELL BURIED ANUSECURE IN A TRENCH THAT 3TAHILi2ES THE FENCE AND DUES NOT.A L+)W WATER TO BYPASS OR (ENE TIME SLT
3. N6AAllii NONCE STANDJUDII
11. ANY DAMAGE SHALL BE REPNR IMIEIXATELY.
32. IF 0ONGSWE RATED FLOE13 ARE EVKIENT UPHEL OD THE FENCE, THEY MUST BE INTERCEPTED AND GOWEVED TO A SEU I ENT TRAP OR PONND
3.3. IT IS iMPORTAINT TO CHBCKTHE UPHiL SIDE OFTHE FENCE FOR SIGNS OF THE FENCE CLOGG94G AND ACTING ASA IBARRIERT01FLOWAND
THEN CALMING C HAINlELJZA710N OF FLOWS PARALLELTO THE FENCE. IF THIS OCCUR% F11EPLACE THE FENCE ORRE MOVEDTHE TRAP
SWIMENT.
3A, SEDIMENT MOST BE FOWOiIED WFIB+i SEDIMENT IS S INCHES HIGH.
3.& E THE FLTiER FA®iIC f 1ECFW [iLE) HAS DETERMATEO MJE TQ ULTRAVIOLET BFFA1CQC1Y^ IT OiALL. 9E i On ACED.
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1.1. CONSTRUCTION ENTRANCE SHALL BE STABLIFED WHEREVER TRAFFIC WILL BE LEAVING AGC?IyiMRUCIIO N SITE AND TRAVELING ON
PAVED ROWS OR OTHERPAVE:DAAEAS WITHIN 1.0W FEET{IFTI•ESITE
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23-15 i,J S. STAM:)ARD SICv = SIZO
% DEBIGN AM INBTALLA710118MCff1 ATKM
21. HOC; FUEL (WOOD BASED WJLCH) MAY BE SLA33TITUTED FOR OR COM8AN1D Vm 43UARRy SPAU.S IN ARES THAT ii'filL SOT BE USED
FOR PERmANEN r RQADS. H oG FUEL IS NUT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS.- THE INSPECTOR MAY
ArTANYTINE REOUPE THE USE OF QUARRY SPAiLLS iF THE HOG FUEL IS NOT PREVENTING SEDIMUK FROM BEING TRACKED ONTO
PAVEMENT OR F THE HOG FUEL IS BEING COED ONTO PAVEMENT.
22. FENC.INiG SHALL BE INSTALLED AS NECESSARYTO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE;
2.1 WHENEVER POSSIBLE. THE ENTRANIM SHALL. BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THE CAN SUBSTANTUtiLLY
INCREASE THE EffECTIVIENESS OF THE PAD AM RIMUCE THE HEED FOR MAINTENANCE_
3. K41NT ENAf CE STAB OARDS
3.1. MARRY SPALLS SHALL BE ADDED F THE PAD iS NO LONGER IN ACCORDANCE WITH THE SPEC I TION&
32- IF THE EM RAi+ICE IS NOT PREVENTING SEDIMENT BEND TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMIENT SHALL BE Ul". THIS MAY INCLUDE SINEET SWEEPING, AN NOREASE IN THE D&WNSIONS OF THE
ENTRANCE. OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING 18 USED, IT SHALL BE DONE ON AN AREA QOVERED WITH
CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND
33 ANY SIT THAT 13 TR00KED ONTO PAVEIMENT' SI` ILL. BE INN EDIATELY BY SWEEPiNG. THE 3FDiIWr OOLLECTW UY
Si IFEPNG SHALL 13E REMOVIED OR OTABiI ON GrTE. THE PAVEMENT SHALL NOT BE CLEANED BY WA04 NO DOWN THE STREET,
EXCEPT WHEN SWMPiNG 18 INEFFECTIVE ARID THERE ISATHREAT TO PUBLIC SAFETY. IF iT iVEC 55ARY TO WAM THE ST IWZM A
SNFU SUMP NM BE CMDUCTED. THE SEDIMENT WOULD THEN BE WASHED iffO THE SUIIAP WHERE it CAN BE CONTROLLED AND
DISOt- AHED APPIRQPRIAT ELY.
3.4. ANY QUA14RY SPALLS THAT ARE LOSENED FROM THE PAD AND END UP ON THE (ROADWAY SHALL BE REMOVED IMMEDIATELY:
3.& IF VEHKXE8 ARE ENTERING OR EXM NG THE SITES AT POINTS OTHER THAN THE CON13TRUCTION ENTRAMCE(n FENCING SHIM L BE
INSTALLED TO CONTROL TRAFFIC.
PL. H 1. C WORKS STABILIZED MI. PIN - 215.10
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NOTIIIIII
1. CONDITION or usE
1.1. REQUIREDAM
1.1.1. THE TOP OFALL SLOPES iN E7LCM OF 8HAVAND WITH MORE THAN20 FEET OF VE-R7T 1. RELIEF.
1.12 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPMFIED BELLOIAt
AVERAGE SLOPE
SLOPE PERCENT
FLOWPATH LENGTH
I0H•1%1
3-5%
3W FELT
'11IM HAV
Sim
211 1FEET
(4 TC 101 H:111
10 25i6
IM FEET
(2TO4)H_lV
25- 1W.
7)FEEr
Z DEAN AND INSTALLATION SPECIFCATU M$
2.1. FOR SLOPES STEEPERTHAN 21tiV WITH MORE THAN 1D FEET CE VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLCO L
SPONGED INTE7+TGEPIOk $WALES MAY BE USED. THE DESIRE iMAEALSURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY
I+ITER 10EPT THE H1W VELOCITY "OFF TD A SEDIi NEWT POND OR TRAP.
22. t'.ONSTRUcnOH1 TRAFFiIC OVER TEMPORARYSWAL.ES MALL. BE P ANIMIZED.
3. 1WNTENANCE STA1DP$
3.1. DMiMAW RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL SE QED IM MMIATELY.
32. E THE F � DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND1�i FREQUENCY OF THE $WALES BHAiL BE
PL. H1. t: WORKS INTERCEIt SWALE . PIM - 217.10
DEF_APTMFFT
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Federal Way, WA 98003
FEDERAL_ N/Alf (253) 838-8713
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Surveying Land Planning
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I. CONDMCIN OF USE
1.1. A SMIMENT POND SHALL HE USED WHERE THE 00N RWUFNG DRAINAGE AFS=A J8 3ACRES OR YCRF_
3. VE=INI AND IINSTALLATIGINCATIo
2.1. THE POND SHAD_ BE DMOED INTO TWO ROUQHLY EQUAL. WJALE CELLS 3 RYA PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE W*IILE
ALLOWNG LVIYEME NT OF WATER BETWEEN CE LUL THE DIVIDER SHALL BEAT LEAST ONE HALF OF THE HEIGHT OF THE WSEF. VIM -
2-TQ 3 FOCTT HIGK EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 47(4'e MkY LIE USED ASA DIVIDER AL.TERNATPAMY. STAKED
STRAW BALES WRAPPED WITH FILTER FABRIC MAYBE USER
22 IF THE POND 6 bKM THAN B FEET DEEP. A DIFFERENT NIS 1 MUST BE PR OF40S®,
2.1 TO AD IN DEERIMINTNG SEDMNT DEPTH, ONE -FOOT iiTEWALS SHALL BE PFtoN IINEHITT_Y MARKED ON THE RISER
3L MAINTENANCE STAB
3.1- SEDI IE NT SHALL BE REMOVED FROM THE POND WHEN IT RERC HES i FOOT IN DEPTH.
32 ANY DAMAGES TO THE POND EFBANiGMENTS ORSLOM SHALL BE REPLACED.
{ # IiL.HI. C WORKS SEDIMENT POND PLANK VIEW STD. PLAN - 216.00
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I. CONDiflOiV OF LOSE
1.1. WERE CONCENTRATED RUNOFF FRDM DOIL4;MED AREAS TO AND FROM PONDS OR TRAPS.
12 TO CONVEY F INTERCEPTED FROM UNDISTURBED AI_ASARIDUND THE SITE TO A M01 -EROSM DMCHARGE POINK
L MAINTENANCE STAID
2.1. ANY SEDIMENT DEP03ITION OF MORE TK41N 61.5 FEET SHALL BE REMC'VED SO THAT THE CHANNEL IS RE$TURED TO TRS ORNN NAL
DESIGN CAPACITY.
22- THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OFIM BED AND <IAN% F SCOURING AiND EROSION
HAS B URRED, AFFECTED AREAS SHALL BE P1101ECTED BY RIPRAP OR AN ER OGION CONTROL BtAN1MT.
STD. PUN - �i7�+lti
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SCALE:
WS 11 N�� 991� CITY OF
RENTON
ONE INCH DATUM
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AT FULL SCALE V V�V! Planning/Building/Public Works Dept.
iF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE:
KINKADE CROSSING 04/01/201
GRADING & T.E..S.C. DETAILS F>E,.D�:
RECEIVED P M
APR 0 4 2016 GR-03
UTILITY PERMIT # S,M17. $ '19
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