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Home My WebLink AboutR-419006SAI NW 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. DocuSign Envelope ID: 6EECF5B6602A4E0A-B436-A317AA638878 SHALL BE SPLICED AT BE RINGS OR FABRIC TO POSTS _-Imo_-_-_-_--_-JJ_ I-T 11��BMAY EMODI MODIFIED � � �OXOMN TRENCH � I TOO BUREFILT TRENCH WITH NATIVE nEOLL OR DO' FREE MA IN USED -2. WOOD POSTS STD FENCE POSTS OR EQUIVALENT ITYRILj NOTES: 1, CONDINOPUSOFUSE 1 1 SILT FENCE MAYBE USED DOWNSILOPE OCALLDISTURBEIDARGAS 12 SILT FENCE IS OLD INTENDED TO TREAT CONCENTRATED EUROPE, NOR IS IT INTENDED TO TREAT SUBSTANTIAL ANKOLANTS OF OVERLAND FLOW ANYCONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAD An POND 2 DESIGN AND INSTALLATION SPECIFICATIONS 21 TE GEONEXTI-C USED MOST MEET THE STANDARD LISTED ALLOW A COPY OF THE MANUFACTURER S FARES SPECIENATIONA MUST HE AVAILABLE ON ATE A05 PERM Non GAU 00 SIEVE SIZE BE BY RIVAL FOR SILT A IN WATER PERM I I NOT Ty (AST A D4491) JOE2SEG MINIMUM GROW TENSILE STRENGTH (ARTS D4A2L 180LBS MIN FOR EXTRASTRENGTH FABRIC 1OOLM MIN FOR STANDARD STRENGTH FABRIC JULTRAVIOLETRESUSTANCE(ACTIANNO IDEA MIN 22 STANDARD STRENGTH FABRIC REQU IRES SURE BACKING TO I RELEASED THE STRENGTH OF THE FENCE YANG BACKING OR CLOSER POST SPACING My BE R FOR EXTRA STRENGTH FARGO IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE 2 B WHERE THE FORCE IS I NI THE D PACE B FELL GOT BE STEEPER THAN OR 1 V 24 IF A TYPICAL S I FENCE IS USED, THE STANDARD AXA TRENCH MY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SULT FENCE FABRIC IS WELL SECURE I N A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER 70 BYPASS ON UNDIRRIMINE THE SILT FENCE 25 FILTER FABRIC FENCES SHALL BE INSTALLED ALON G CONTOURS WHENEVER POSSIBLE 3 MAINTENANCE STANDARDS 31 My DAMAGE SMALL BE BEEN RED IMMERATELY AS IF CONCENTRATED FLOOR AGE EVIDENT UPHILL OF THE FENCE THEY MUST BE ]H. NTARCENTCOME REGARD FACING AS A BARRIEROW➢NO THEN CAUSING GAINNELIZATION OF FLOWS OCCURS REPLACE FENCEONGEMOVE THE TRMPEOSEUMENT11 . 35. IF TxE OFTEN FAeac(CONTEXT�) HAS DETERRIORATED DUES To ULTRAVIOLET enuBLWTx,R� LBE REPLACED. DocuSign Envelope ID'. 6EECF566-602A4E4A-8436 A317AA638878 CONSTRUCTION ENTRANCE NOTES BOPO I DRIVEWAYS SMALL BE PAVED TO 1 EDGE OF THE RUGHI WAY P PRIOR TO INSTALLATION OF TH FTHE CONSTRUCTION ENTRANCE TO R=CBS MIN 1 GAMBLING OF THE ROULDWAY 2 IT 19 RECOMMENDED TREAT THE INSTALL DRIVEWAY CLEVERT IF THERE IS A EVALUATE SUCH PRESENT ROAD SANDARp: irmin Tx¢RNEss NOTES: 1 1 CONSTRUGGEN ENTRANCE SMALL BE STABILIZES WHEREVER LEANED WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED SQUIBB OR OTHER PAVED AREAS WITHIN I ON FEET OF LEE SITE I FOR RESIDENT IAL CONSTRUCTION PROVI BE STABILIZED CONSTRUCTION ENTRANCES EACH RESIDENCE TO ADDITION TO THE MAN ANSI SION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LONGTHAVIExTO PRwm¢MGM CLE ACCEevPA:NING MASON ON LOT&COOLED DOUBLED EL LESTER AND INSTAR-CAUTION SPECIFICATIONS 21, A SEPARATION CABLE STILE SHALL BE PLACED UNDER THE BEAUS TO PREVENT FINE BED MENT FROM PUMPING UP INTO THE CRAY PAD. THE GOOTEXTILE SMALL MEET THE FOLLOW OR STANDARDS GLOB TENSILE STRENGTH (PERM 041 NX Go MIN NEAR TENSILE ELONGATION ASTIM LOGO) NAMIBIA (WOVEN) BE DONOTUSECRUSATEDCONCRED CEMENT. OR CALCIUM CHLORIDE FOR ENTRANCE CURECTERVION PRODUCTS CARB PH 23 EL(PAVE BASED LEVELS IN MULCH) MAYBE ETE SUBSTIMTUTED FORRR COMBNED WITH QUARRY SOULS IN AREAS THAT WILL Na BE USED EFOR PERMANENT ROADS LEAR FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN JURAN FREE THE INSPRECTOR MY AT ANY TIME REQUIRE THE USE OF QUARRY STALLS IF Th I HON FUEL IS NOT PREVENTING SEDIMENT FROM BEING THAI ONTO PAVEMENT OR IF THE HOG FUEL 19 EGGS ORIENTED ONTO PAVEMENT ? 4 CORE NO SMALL BE INSTALLED AM NECESSARY TO SHARP T TRAFFIC TO ME CONCLUDE TOM ENTRANCE 2 E WHENEVER POSSIBLE THE ENTRANCE SHALT BE CONSTRUCTED ON A FIRM COMPACTED GUBoRADE THIN CAN SUBSTANTIALLY INCREASE LEE EARFECTIVENESO OF THE PAID AND REDUCE THE ME ED FOR MANTENAINGE MAINTEMANCESTANDARTES On OUARRY SPALLS SMALL BE ADDED E IKE PAD IS NO LONGER IN ACCORDANCE WITH THE DEPORTATIONS 32 IF THE ENTRANCE 19 NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT THEN ALTERNATIVE PEACE] AGE TO KEEP THE STREETS FREE OF SEDIMENT SMALL BE USED TITLE MAY INCLUDE STREET SPACE PING, AN INCREASE I M THE DI CONCEDES OF THE E ITRANCE OR THE INSTALLATION OF A WHEEL WENT I F WASHING IS USE D IT SHALL BE DON E ON AN AREA COVERED WITH CR LIMA RECK AND WAGON WATER SHALL BEAR TO A SEDIMENT TOR OR FORD ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SMALL BE REMOVED IMMEDIATELY BY SWEEPING THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOREAD OR STABILIZES AN PITE FILE PAVEMENT SHALL NOT BE GREERNED 51 WASHING DOWN THE STREET FAA TRY WITI SWEEP' 10 IF NEPFEWN WE AID CREEP A A THREAT TO APPLE SATIFTY IF IT 19 NECESSARY TO YEMEN THE STREETS A SMALL SUMP MUST BE CONSTRUCTED THE ACCIDENT WOULD THEN BE WAITED INTO THE SUMP WHERE IT PAN BEE CONTROLLED ADD DISCHARGED APPROPRIATELY SLASH WATER MUST BE PUMPED BACK ONTO THE A TO AND CANNOT DISCHARGE TO SYSTEMS Tol BINARY TO SURFACE WATERS. a 4 ANY QUARRY ORALLY THAT FAD LOOSENED FROM THE PAD AND END UP ON THE ISCADWAY SHALL BE REMOVE D I MMEOLATELY. as R ENTERING OR USING THE SIZES AT POINTS OTHER THAN THE CONSTRUCTION EMRANCEISII FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC STD. PLAN - 214.00 116 -UP S URIPUBLIC WORKS Pe • PUBLIC WORKS PrnoA DEPARTMENT SILT FENCE C,AZ 9/2a/2015 :45 An DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ IDA y1111939111 WA Bill` IIpI0111P►[.11:111111XP►■1111:L1►NI NITS 1 CLEAR AND GRADE PERMIT 2 CLEAR AND GRADE PERMIT RESUBMITTAL F Call 81 1 3 CLEAR AND GRADE PERMIT RESUBMI TAL two business days before you dig NO REVISION BY I DATE I APPR NTS SALES �N�y AS NOTED X0fl6pRE" WID UU/19e DATUM IF NET MAN mal 9/28/2018 1 D 16015th Avenue, Suite 1600 Seattle, WA 98101 2061 www.kpM.com CITY OF t RENTON Planning/Building/Public Works Dept. AM R-419006 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERINGAR 0 SURFACE WATER UTILITY msippo 09/27/2021 krevans 09/27/2021 SAN SOLERA 2842 NE SUNSET BLVD LABEL RENTON, WA 98056 TESC DETAILS 10 N U O N Q J M M M O O O 00 LL ,11