HomeMy WebLinkAboutR-417817NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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Consign Envelope ID. 6EECF5B6602A-0E4A-B436 A317AA638878
1. CONDPOSERSOFUSE
1 1 SILT FENCE MAY BE USED DAVANSLOPE OF ALL DISTURBED AREAS
12 SILT FENCE I S NOT INTENDED TO TREAT CONCENTRATED FLOWS NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERIAND PLADY ANY CCANCENTIN
P LOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT CHAD OR POND
:z OESTH AND IRnwAnED MUSTMEET THE
SPECIFICATIONS
FABRIC SANCT cnnpxG MUST eF AVAILABLE ON SUN
A
100 SIEVE SIZE (0 GO, 15111 FOR SILT FILM
ESEC
AAT=11V'1TY NATO PACT
MINIMUM
GRAIN TENSILE STRENGTH EASTM DOME)
MOSS MIN FOREOPHASTRENGTHEABRIC
IN LEA MIN FOR STANDARD STRENGTH FABRIC
ISLAND TENSILE ELONGATION LACTIA REI
INC SAW PROVEN)
22 STANDARD STRENGTH FABRIC REQUIRES WINE BACK NO TO INCREASE THE STRENGTH OF THE FENCE WI RE BASS NO OR CLOSE R POST SPACING MAY BE REQUI RED
FOR EXTRA STRENGTH FABRIC I C IT DO PERFORMANCE WARRANTS A STRONGER FENCE
2 S WHERE THE C FEAR IS I HI THE SLOPE SHALL CRT BE STEEPER THEN OR IV
24 IF A TYPICAL SILT F ENCE IS USED THE STANDARD 4CX4' TRANCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 DOES OF Th A SI IT FENCE CAERE IS WELL BURIED AND
SECURE I N A TFUNCH THAT STABILIZED THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE
25 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTINUES WHENEVER POSSIBLE
31 ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY
S2 IF CONCENTRATED FLOWS ME EVIDENT UPHILL OF THE FENCE THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT FIVE OR POND
a3 IT IS IMPORTANT TO CHECK THE CANNOT SIDE OF THE FINAL FOR SIGNS Of THE FENCE REASONS AND ACTING As A MARTIN To ROW AND THEN CAUSING
CHANNEULZATION OF 11 EREPLACE
TlrtREMOVE THE TRAFFIC sEDlmErvr
DIMEWMU7DnEM���EMSEDMETIGONuIGII SsFFABRIC Noo[eAvceFBeFwKoowisAueEPucEo .
STD. PUIN-214A0
TRIPUBLIC WORKS SILT FENCE e a 9/28/20188 1 :45 An
DEPARTMENT PGAZ
FOR REFERENCE ONLY
REFER TO EARLY CLEAR AND GRADE PERMIT
C21-003938
NTS
Call 811
• business days
before you dig
DocuSign Envelope ID: 6EECIES6602A-0E4A-8436 A317AA638878
:
CONSTRUCTION ENTRANCE NOTES .
I ORNEWAYS SHALL BE PAVED TO
E*SS xOBOPo
AY
PRIOR TO INSTALLATION OF TH F
CONSTRUCTION ENTRANCE TO
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AVOID MANAGING OF THE
MADOWAY
2 IT IS RECOMMENDED THAT THE
RUNOFF DROPS OFF THE PAID
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NOTES:
1 1 CONSTRUCTION ENTRANCE GRELLSE STABLIZEDACHEREVER HANUFFIDWILL SO LEAVINGA CONSTRUCTION SPEANDTICIVELING On PAVED ROVENOR OTHER
PAVED AREAS WITHIN I ON FEET OF RE SITE
12 FDIC RESIDENT AL CRY STAGED ION PROVI Do STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADD TON TO THE MIN ARABIC SION
ENTRANCE STABI LIZED SURFACES SHALL BE OF SUFFICIENT LENGTH WIDTH TO PROVIDE GET SHE ACCESSRARKING, BASE A ON LOT SIDESHOW SURATION
E DESIGN AND INSTALLATION SPECIFICATIONS
21 A SEPARATION VERDE XPLE SHALL BE PLACED UNDER TH E &FALLS T A DRIVE NT FINE BED SENT FROM PUMPI NO UP PLO THE ORK PAD THE VERDE FILE
SHALL ME ET THE FORMED SO STANDARDS
GLOB TENSILE STRENGTH (ASTIM LOCAL
ON S MIN
GAME TENSILE ELONGATION ASUM FORK)
Do EN)
AOSOCTI
BOOST
URHAEUCCONCREFF CEMENT.
GARDUS CHLORIDE
ENTRAINSIF
ATON
v.3 LEVELSILslBwm BASED MULCH) MCRETE AYBE SUBBSITUTED FOR ORCOMENDwrtH QUARSAUDI THE RY SPURTS INAREASrTHATMlu NOTES USED EFOR PERmnrv[r ROADSal OJANY SEATS SHALL BE ACTED IF THE PAZ IS NO LONATER IN ACCORDANUFFE WITH THE SPECIFICATIONS
HELP FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN REFER BREAK THE INSPECTION MY AT ANY EME REQUIRE THE USE OF QUARRY SEATS
IF Th I HBO FUEL IS MAY PREVENTING SEDIMENT FROM BLIND THAI ONTO PAVEMENT OR IF THE HOG FUEL 19 BEING GOLDBERG ONTO PAVEMENT
? 4 FENO NO SHALL BE INSTALLED AS NECLSSAFV TO RESTRICT TRAFFIC TO LEE CONSTRUIC TOM ENTRANCE
2 � WHENEVER POSSIBLE THE ENTRANCE ALI BE CONSTRUCTED ON A FIRM COMPACTED SURNAME THIS CAN SUBSTANTIALLY INCREASE LIFE
EFFECTIVENESS OF THE PAID AND REDUCE THE ME ED FISH MANTESSALKLE
32 IF THE ENTRANCE 19 NOT PREVENTING SEDIMENT FROM BEING TWEAMED ONTO PAVEMENT THCN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED THIS MAY INCLUDE STREET SAVE PING AN INCREASE I N THE DI MENSVI OF THE ENTRANCE OR THE INSTALLATION OF A WHEEL
WEST I F WASHING IS USED IT SHALL BE DON E ON AN AREA COVERED WITH OR USES BOOK AND WASH WATER SHALL BASIN To A SEDIMENT TRAS OR FORD
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING THE SEDIMENT CLAI BY SWEEPING SHALL BE
REMI OR STABILIZED ON AIDE THE PAVEMENT SHALL NOT BE CLEANED By WASHING DOWN THE SPRINT VACANT WHEN 3WEEPI NO A RETREAD HE AND
THERE IS A THREAT TO PUBLE SAFETY IF IT 19 NECESSARY TO CASH THE SIRI A SMALL SUMP MUST BE RACHEL INTO THE SUMP MERGE IT C AN BE CONTROLLED AND BO APPROPRIATELY. WASH WATER MCONSTRUCTED
ST UP PU atD BASEDIMENT
K ox o T t suiHE NDH Be
5. rtIN CANNOT VSCHARDE TO SYSTEM$ UPS BELOW TO SURFACE COLORS
E ENTERING OR ENG THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCES) PENDING SH T 4 ANY QUARRY SPELLS THAT ME LOOSENED FROM TH E PAD AND EN D UP ON THE R�AY SHALL BE REMOVED I MMEDIATY,
TALL BE INSTALLED TO CONTROL
....,.6AZ oP1ANx9/28/0 o8T<1
�j PU9UC WORKS STABILIZED CONSTRUCTION ENTRANCE
�7RC DEPARTMENT GAZ 9/28/2018 I
CNIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
NO. I REVISION
NTS
BY I DATE I APPR
AP
ND AS NOTED RIZONT'ALL RAN ISMI
DATUM
AT FeLL
IF NOT ONE INCH
SCALE ACONCAGUA
DocuSign Envelope ID: 6EECIES6602AAFLI B436 A317AA638878
SECTION VIEW
ISOMETMC VIEW
NOTICE
1 PROTECTION FOR AD FERRY OLSON INLETS NOWNSLOPIANDWITHIN NO FEET OPADISTURgBDOR
. CErPROTECnox SHALL USEDTOPROrECTTHE DRAIxAGESYSTEm BASIN WILL eFCONVEYED rOASEDIMENT PCxo perlwP
2.
1,, THECONTRIBUTING DRAINAGE AREAMUST NOT BE LARGERTRAN ORE MORE
4_ SEE THE BELOW INLET GRATE DEVICE)BIGD) FOR THE STCRMwATER STRUCTURE IT WILL SERVICE.
_T THE eICO SHALL HAND A BUILT IN HmwFmw RELIEF SYSTEM(GERrmw BYPASS).
SE THE GLUM EVAL SYSTEM MUST CLEAN REMANT OF
UT DOWNS THE
3: PER FORM MAINTENANCE IN ACCORDANCE H STANDARD SPEC UIcnox NO D151 coOECTEOM.TEI
bS MY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN TH A BE DI MEET HAS F PLED dRRNIN OF THE AVAI TABLE
STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLUSTER OR ELEVATED AT HEART MONTHLY,
STD. PLAN -216.30
DEPARTMENT GAZ
PUBLIC WORKS CATCH BASIN INSERT D 9/28/2018 1
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3601 SID Avenue, Suite 1600
Seattle, WA 98101
306.622.5811
WNIW.kpTf.cam
CITY OF
' FENTON
Planning/Building/Public Works Dept.
NTS
45 AI
R-417817
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msiDDO 04/07/2022
SOLERA
2842 NE SUNSET BLVD
RENTON, WA 98056
TESC DETAILS
SHEEPDRANING He
C3.10
17 14A
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