The URL can be used to link to this page

Home My WebLink AboutR-417872NW 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. MQ LL LU J O TAB LE:COMP08TORNOATIONOR IDIO_ _�.PMCENTPASSING TABLE: ARBORIST WOOD CHIP MULCH GRADATION SIEVE SURE PERCENT PASSING GFUGH IN PERCENT US NO 4 OT03OPERCENT DOcuSign EnveloRMID'. 3B1BMD34EOA476C-ADB34329FFEOC198 MME� AGGREGATE FOR SIOMT�ION EDGE I AGGREGATE FOR LOCATED ION SOIL MUST BE FREE OF WROGIC TABLE: MINERAL AGGREGATE GRADATION WASTE (CARTER OR ANY OFFER DOETERAYS MATERIAL AND ALL URGE SUE PERCENT RAISING AGGREGATE PASSING THE NO AND GRAPH SIZE MUST BE NON PLASTIC PAUNCH 10OPERCENT MINERAL AGGREGATE MUST BE ANALYZED By AGLACCAREGULTED Ll NOVEL THE SIEVE SIZES NOTED IN LEE TABLE TO THE GATT AND MUST MEET THE U EL NO 4 NO 70 1 OF RE SPENT REGO RED (AGAINST IONS US NO 10 75 TO 90 PERCENT us NO 100 4 TO 10 PERCENT us TO RAW 2 TO 4 PERCENT —1 COMPOST RECYCLED PLANT WASTE COMPRISED OF YARD DEBRIS CROP RESIDUES ANN SULKING AGENTS AND MEET THE DEFINITION OF COMPOSTRO MATE REST IN WERE 173 GARY 00 COMPOST SHALL FOR A THAT HAS NO AS BU� FREE WATER OR WE PRODUCED WHEENORE HANO NGExi THEMATERILS. COMPOST GRALL HAVE AN ORGANIC MATTER CHATENT OF 40 PERCENT TO 65 PERCENT BY DRY WEIGHT A CARBON TO NITROGEN RATIO ARBORlXT WELL CHIP MULCH $MIT BE PS PP ROATELv vTO BE ALONG THE ERLONGEST A ENSION) DER ON D FROM TIN GRINDING OR SHREDDING OF THE ABOVE -GROUND PGRUDAVE OF TREES TMAYCLANTRANWOOD WOOD PUBLIC WORKS BIORETENTION SOIL MIX, COMPOST, MBe dSe DEPARTMENT AND MULCH SPECIFICATIONS actin BIORETENTION SOIL MIX NTS I Call 811 • two business days before you dig N0. 3M_US1gr164 COxCFE CUM, FIRE STEP PLAN IO, BOUNDARIES xoLOT FOR OF RANGING AGE�OF SAN, TOO � FREEBORN1 TIED CORETENTINGLI SOIL MIX HAVE IT40N ZONE SOIL SEE NOTES a AND 4 NOTES: 1 THE BOULEVARD MINIMUM SETBACKS SHALL BE PROVIDED FOR FACILITIES WITH SLOPED SIDES ADUARGAILET To CURB 12 2 FOOT MIN FROM FACE OF CURB TO TOP OF SLOPE ADJACENT TO MINOR APPLERIAL AND COLLECTOR ARTERIAL STREET 1 3 1 FOOT M IN FROM FACE OF CURB TO TOP OF SLOPE ADIRDENT TO NO" ARTERIAL STREET OR FAKING LOT WITH NONFLURN CURB 2 THE RAILROADS MINIMUM SETBACKS SHALL BE PROVIDED FOR FACILITIES WITH SLOPED SIDES ADJACENT TO FLUSH CURB UP 40 CURB 21 SCOPE MIN FROM EDGE OF TARDPWAY OR PAVEMENT TO TOP OF SLOPE )PLANNING TO DGMEAMAY OR PAVEMENT 1 FOOT M IN FROM EDGE OF S DEBRIS OR LANDSCAPING TO TOE SING ADVAGENT TO ADDEGUALK OR ZSCOMPACT TwwsmOx ZONE PER ET LATELY BUT IDCOBBOm%MAXL STANDARD PROCTOR DENSITY ONTO FOR)NG. E PUTED ZONE SOIL STRALL BE FOREFTENTION SOL MIX OR AMENDED COL PER IS MINIMUM SHORETENTON 9OL eT6 ISN 36t.E0 TO TOP GE PONDING DEPTHRLrvOIE 5. GENERAL NOTES: 1 SOIL AMENDMENT ISCREARIFY R TILL swG ETO NNCH DEPTH. PLACE CINCHES OF TOPSOIL ON SURFACE AND TILL INTO SNCHES OF SITESUIL SCARIFICATION DOES NOT APPLYTOLINEO PRACTICE TOPSOIL SHALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF INE D 2 SEE CPLAN BE D FOR CUM CUTS E. FOR FACILITIES WITHuR TIPSILY PROVIDE D HER ANCHOR PER CANNOT SPEOFIcnnOrvs Rla ER)4 BE E CONSTRUCTED PLANE FOR EFEEC PIC PROJECT REQUIREMENTS PUBLIC WORKS SIORETENTION - EDGE TREATMENTS DEPARTMENT BIORETENTION - EDGE TREATMENTS CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION NTS BY I DATE I APPR 1 8:48 S NOTED R"D::'� xb 9°°n A°N AT AN a DATUM IF UP ONE INCH DONSign EnvelcpelD. 381BMD34EOA4760-ADB34329FFEOC108 CA FLAT FACE GOTHIC VDIA TA SIX T o-srzOOA Izl sren6 WE socwErxROCAP n OPENPmxxmE EW IA.LRxFADIwwrsNas Oxne OR FLAT CIRCLE PLAIN VIEW FRAME SECTION CAST IRON FRAME ROD EDDR, SEE C IS OFFER HE ASPHALT SEE NOTE 4 eLruv,vE:nIXED, GOOD MATR a 'RAIN COLLECTOR, OR PE. NEE NTOOVERFLOW STRUCTURE AN STORM SPUR D:E;` PAveE TEN DLEA NNXnT RISER 2 MOVE DESIGN MOSLEM PER WENT ELE ELEa.AGREEINGU ES PRWSOOTzu4 COMPACTED NOUN OR GRAVEL a mE RDRAixs 09 CLEANOUT RISER SEE NOTE 2 — -1 TRIBES mn 1- 7AO. COVER SECTION EDGED SUGGEST JUNK CAP OR SIMILAR CLEAROUT RISER LOCATED WITHIN BIORETENTION FUNDING AREA MECHANICAL PLUG OR CONTINUED CONNECTIONTYPICAL CLEAHUIS CONFIGURATION O NOS:1 DIAMETER TO BE PINCHES MINIMUM WAGNERx ury SIX5 2 CLEANGFUT RISER SHALL BE SAME MATERIAL AN CONNECTED UNDER�IN FOOTING CLARK COLLECTOR OR ROOF AGAIN COLLECTOR PIPE T FRAME AND COVER SHALL BE Ill PRODUCTS ACCEPT AND GRONAPT OR APPROVED EQUAL COVER TO BE BACKING WITH ALLEN HEAD BEST MARKED 'STORMY OR 4 FOR CLEGINCULD FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF MORIETENTION POINDING ARGA, DEPT 8 THICK 2 ADS SQUARE CONCEPTS COULAR AROUND FRAME CONCRETE CLOSE SHALL HAVE A MINIMUM COMRES41VE ETREGTH OF AND PER GENERAL HOTES1 CLEANGAUTS FOR UNDERIERAIR FOOTING DROUNCOLECTOR AND ROOF DRANDPOLLECTOR PIPES SHALL BE EMETALLED AT A MINIMUM OF EVERY INCEET AT EVERY GO DEGREE OR SECOND 45 DEGREE BEND AT THE END OF EVERYCOLLECTOR PIKE, ADD AT EACH END OF AN ENGINEERING ARE NOT CONNECTED TO AN OVERELOWSTILLACTURE CLEGUNUCHERS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES ,. CLEANprrN SHALL NOT BE LouTR WITHIN THE STREET TRAVEL LANE. UNLENNOTHERWISEAPR v l UNLESS Tx:nwIsBN6IS nM xrsl STDEPUN 226.013 99 PUBLIC WORKS .mw.eex: DEPARTMENT STORM SYSTEM CLEANOUT artin PaslUCha B� FAR STORM SYSTEM CLEAN ITI 36015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 W W W.NPTf.cam CITY OF ' FENTON Planning/Building/Public Works Dept. NTS m R-417872 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY s"iDEVELOPMENT ENGINEERING JFarah 04/01/2022 msippo 04/07/2022 ON SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 STORM DRAINAGE DETAILS �NG BY C5.52 72 14z O N O 0 O O N Z Lfi O M O O O O N Q J M M M O O O I M00 LL E7