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Home My WebLink AboutR-374603F- F- F- F- vh U) CL 0 - IL Lel no I� LU V/ O J LU 2 SOURCE: CRY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUC77ON ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. S. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTA77ON OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. 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. 6. 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. 7. 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. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. IS. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILI7Y IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. (ATPODTO JOInis Ix i USEVII.Cc sxRnu6w QUUuExmnH FABRIC rEoSFLICE O rosrs. YIIWMOR_ �FsrAxGNM SrPExOM FPBPoC Y5E0 RRRcgBRIC-� z x r�,LL�, .��.LT-i �Il u / aAwFnLTRENw YATx Fw,mnclND PAY eF IxcREassD \\ x..nvssau / 4-Vm BBAS. Cs.sTESLFExC2 / NOM.PFPAIL OP WOIVNEHr NOTES 1. COND910NOFUSE 1.1. SILT FENCE MAV BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS NOR IS INTENOEDTOTRFAT SUBSTANTWLAMOUNTSOFOVERIANOFLOW. MY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TOA SEDMENr TRAP Oft FOND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2], THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. Aos IAllMoanB s�11I..swa`o:OMEP4II .Iviou.E.eunla ss.IIM,wESN ronwx 22 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OFTHE FENCE. WIRE BACKINGORCLOSERPOST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SH4I NOT BE STEEPER THAN 2H:1V 20. IF A ttPICAL SILT FENCE IB USED, THE STANDARD 4X4 TRENCH MAV NOT BE REDUCED AS LONG AS THE BOTTOM B INCHES OF RIE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND WES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE, 3. MANTENMCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3C. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CQYVEYED TOA SEDIMENT TRAP OR POND, 33. ITIS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREPXCOWN, N SHALL BE REPLACED. ♦YO kM . PIAN - 214.00 \R PUBLIC WORKS SILT FENCE DEPARTMENT MARCH 2O0B g3 ^ _GwvEwnvsslMU BE P.vTo,o TNEFttA $ GM•'eO �.s aDDIOIRI EOuiro,looixE fil°j°I � OMV,4iNGOFiME ROnGWPY N IT 13 F 00RSCNDED TIMI THE ENI R=23'NI P.Wr oCCROoH..TUT XSCFFINEPOD 2. DESIGN AND INSTALLATION SPECIRCATONS 21. 2.2 2.3 3. MMNTENMCESTANDARDS 3.1. OUMRY SPALLS SHALL 32. IF THE ENTRANCE IS NO 3.3, WITH THE SPECIFICATIONS. SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHMGEO APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ME LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEOATELY. 35. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. =ARCH PUBLIC WORKS STABILIZED - 216.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 $ STANOONO NSUP iR GRADE MUTERFANDO -IIIA II VIII IIII (IIII csrwvax IIII xDTFs 1. CONDITION OFUSE I.I. SHALLBE PROVIDED FOR ALL STORM DRAIN INLETS DONNSLOPE ANDWRHNSCO FEET DFA DISTURBED qi L0161RUCrlp(AREAL UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT FORD OR TRAP. 12 WWMUSEO ANYABUBM AT THE APPLICANTS DISCRETION TO PROTECT DRANAGESYSTEM. 1.3. THE COFRROUNNO DRAINAGEAREA MOST NOT BE LMGERTHMN i ACRE. 2 DESNNAND BESTALLAINN SPEgFlCATIONB 21. FILTER FABRIC IS ONLY ALLONEDWERE PONDING WILL NOT BEATLIFFIC CONCE(W NiO W11FRE SLOPE EROSION WLLLNOT R6$ULTMTIE CURB IS OVERTOPPED BY FORMED WATER 22. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS SIRIGMY UMCEDMOOISCWMOED. B NANTEMANCE STANDARDS 3.1. MIYACCUMUTATEDSEDIMEMONORMOUNDINLETPROTECTIONSHMLBERBAWEOIAWMKM Y.SEOILEFITSINLLNOTWSIBACVED WITHWAMRMDALLSEDNff UMTBEDISPOSEDCFMFILLDNBTIECRIMLLEOCFFSGE PUBLIC WORKS FILTER FABRIC PROTECTION STD' PLAN - 216.20 404 DEPARTMENT MARCH 2O0B vARIFs-sFFcclmsAcrNAls BAPON SO SHNOIEI VANES-SEECONTRACTRAN3 9I mNI ERISH(D DRIVEWAY GBEII COw.PE�61aANWRBIM.1 3P EY TANI MNMITVR No SFENOR"- FINISH IrYF.1 .EBTUBBAM FUNIN 0 ENTRANCE r MXEN.EPF ".WCCMRACD- S Iy sHBrAwAMnYNwO.M smFASI y/ ! c20rr CONC.ENEWMK CEIANT CaxcRtTE j `I �\ \ ) [ITVPIIo L BICFNNR i. p�\ mNBEE1RAL xr WC`NB +a ry d E t B CFBNT CONCRETE CUM `TDIVER�IYYVI � . PWIMEW cEVEHrcaxUETE SDUrret RME.NOTE31 r.P s:e C BMVEYNYFNTRM'CE DIN9\cuRERi NOTES (LY1.1 01 SIDESIIDEOYPI- TYPE 1 l3EE wTEA PLAN VIEW 1FINACIMENCTEO VN1E3-.SEE i. WITHIM LoM1HWd:•AN]Ndm MIN 16f VI AGIBWctB NII w'. mpemion pbtvNnn 31B"1Nm BMIebnS BM tlnvewa/ImLnIIM. TYPE GRADEGDIDRACTRINS BaE bYaMaLd PLD F -00.1D. CONBtlW Btywlean plmB ''. '-+ �'� Pembl wlN Ve CeR9NEle S4 requIT'I6[15IBBI mnill SEE CON11AGr P.N4 cONTNCr PVNS-PMOBAXYGMIFRNGIw. 33%Wx b� wIIKMGGGM.NEE BJ IWL -.. .^.. EPSGM Y.Ten CrA%WBY.WODM flYtteE M TNI PwL 5@ _ ` i ORSTFOURN.". 2 Sr SLIIWN PYA FJ0.10 for EbewBlk tlNallR. ma CTI 2Gx MAX vERsmux RMm PFDENRAN BPaa 3. Cu.zoUXBrM ; BBB BA Contract Plans br Me ...-... ON E3 Eww�rE6N GR10E .• SS'FAPANSNx1AIMOYFI qeb MAlBepetl btl. So, (MANN NAB F.1QA2 I "'y �mldrenlDTEtE ra amDegN LM TWAY N NDEYWKTMI e�'Vx SECTION - �6Efi MAMAAM.UMRRN 1 4.AA.W FBI dra11M5e etruCUBC, Iunobal Co.. IEEE SIH GD1001T `ORIVDWT PPRP ibae cbolMI.frontofdr 3R'EIRA3londa 1.10,-_i 7B I OYNN: QUITUR EH nVPVal enL2n®6. EF CrAwABDPLAxr.]610 BECnON OC ggCMAYIWrrNN S CURB, E... SEECONTRACT TCR Bg DgDpApTPLWS 6 Poo wNiMn iMnN BREAK'B4IIMoW; IGTMIBONImGm els. RAVS PIMB r B61RNF6n N9 hlD affM II WrFM¢rJ3n%sIN bB RM111. of ft ria oDmss3Eo cuRo __ _ OYP� SFE COMPACT PIANt k € % r 0EEN0TE T. G. aTlP W'N W eil 15 Dot W aeDMCM1a , SI' ft ooPeft » LEGEND i 1nddo BN WN conMod, toe SMEM. Nolen �� SLCPENIDTHERIRECBON S 'f,I' TIM 15 rem MM. Ieno11,, BM B.IRS, ��qqPY L. Ngq pp #yy A -='U. o ...• of Mo curb ranP mall Ee Re Bator LaaaOB. AV tlY4L P•fO 4�glp `GBA"Nv YH-EXPNNSNIx 41rfIYP.I T tlem doee rollllClWetlrhewe. O O irAMMIUPLANPSc1B PW Y (SEE IIOIESECTION B See Cmnam PW. �1I¢+� A 4Y3. 0 eEUEM wNrnErE DwvLwnr EMPNKEDOESPATLWmB o :,m y 4S •yr -[S iBoisTI ET GN Y.r F/ '`'IONAt. .EGnsxw@sFm.As a"D es�sg RERCT'CITY POIDSINIM14A5 oEmlm BML UNNEABY iCZENoren-� .'--- `S �l 4 saeaa AASUs / DRIVEWAY ENTRANCE Ere GFOiEMIE IZYa rwurEss STANDARD PLAN F -80A0-02 � MLMOrNK xGTeB 06/27/14 �MOE 1. CONDITION OF USE Pxeoloh 81 OY1542 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILQED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1.000 FEET OF THE SITE. 2. DESIGN AND INSTALLATION SPECIRCATONS 21. 2.2 2.3 3. MMNTENMCESTANDARDS 3.1. OUMRY SPALLS SHALL 32. IF THE ENTRANCE IS NO 3.3, WITH THE SPECIFICATIONS. SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHMGEO APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ME LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEOATELY. 35. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. =ARCH PUBLIC WORKS STABILIZED - 216.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 $ STANOONO NSUP iR GRADE MUTERFANDO -IIIA II VIII IIII (IIII csrwvax IIII xDTFs 1. CONDITION OFUSE I.I. SHALLBE PROVIDED FOR ALL STORM DRAIN INLETS DONNSLOPE ANDWRHNSCO FEET DFA DISTURBED qi L0161RUCrlp(AREAL UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT FORD OR TRAP. 12 WWMUSEO ANYABUBM AT THE APPLICANTS DISCRETION TO PROTECT DRANAGESYSTEM. 1.3. THE COFRROUNNO DRAINAGEAREA MOST NOT BE LMGERTHMN i ACRE. 2 DESNNAND BESTALLAINN SPEgFlCATIONB 21. FILTER FABRIC IS ONLY ALLONEDWERE PONDING WILL NOT BEATLIFFIC CONCE(W NiO W11FRE SLOPE EROSION WLLLNOT R6$ULTMTIE CURB IS OVERTOPPED BY FORMED WATER 22. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS SIRIGMY UMCEDMOOISCWMOED. B NANTEMANCE STANDARDS 3.1. MIYACCUMUTATEDSEDIMEMONORMOUNDINLETPROTECTIONSHMLBERBAWEOIAWMKM Y.SEOILEFITSINLLNOTWSIBACVED WITHWAMRMDALLSEDNff UMTBEDISPOSEDCFMFILLDNBTIECRIMLLEOCFFSGE PUBLIC WORKS FILTER FABRIC PROTECTION STD' PLAN - 216.20 404 DEPARTMENT MARCH 2O0B vARIFs-sFFcclmsAcrNAls BAPON SO SHNOIEI VANES-SEECONTRACTRAN3 9I mNI ERISH(D DRIVEWAY GBEII COw.PE�61aANWRBIM.1 3P EY TANI MNMITVR No SFENOR"- FINISH IrYF.1 .EBTUBBAM FUNIN 0 ENTRANCE r MXEN.EPF ".WCCMRACD- S Iy sHBrAwAMnYNwO.M smFASI y/ ! c20rr CONC.ENEWMK CEIANT CaxcRtTE j `I �\ \ ) [ITVPIIo L BICFNNR i. p�\ mNBEE1RAL xr WC`NB +a ry d E t B CFBNT CONCRETE CUM `TDIVER�IYYVI � . PWIMEW cEVEHrcaxUETE SDUrret RME.NOTE31 r.P s:e C BMVEYNYFNTRM'CE DIN9\cuRERi NOTES (LY1.1 01 SIDESIIDEOYPI- TYPE 1 l3EE wTEA PLAN VIEW 1FINACIMENCTEO VN1E3-.SEE i. WITHIM LoM1HWd:•AN]Ndm MIN 16f VI AGIBWctB NII w'. mpemion pbtvNnn 31B"1Nm BMIebnS BM tlnvewa/ImLnIIM. TYPE GRADEGDIDRACTRINS BaE bYaMaLd PLD F -00.1D. CONBtlW Btywlean plmB ''. '-+ �'� Pembl wlN Ve CeR9NEle S4 requIT'I6[15IBBI mnill SEE CON11AGr P.N4 cONTNCr PVNS-PMOBAXYGMIFRNGIw. 33%Wx b� wIIKMGGGM.NEE BJ IWL -.. .^.. EPSGM Y.Ten CrA%WBY.WODM flYtteE M TNI PwL 5@ _ ` i ORSTFOURN.". 2 Sr SLIIWN PYA FJ0.10 for EbewBlk tlNallR. ma CTI 2Gx MAX vERsmux RMm PFDENRAN BPaa 3. Cu.zoUXBrM ; BBB BA Contract Plans br Me ...-... ON E3 Eww�rE6N GR10E .• SS'FAPANSNx1AIMOYFI qeb MAlBepetl btl. So, (MANN NAB F.1QA2 I "'y �mldrenlDTEtE ra amDegN LM TWAY N NDEYWKTMI e�'Vx SECTION - �6Efi MAMAAM.UMRRN 1 4.AA.W FBI dra11M5e etruCUBC, Iunobal Co.. IEEE SIH GD1001T `ORIVDWT PPRP ibae cbolMI.frontofdr 3R'EIRA3londa 1.10,-_i 7B I OYNN: QUITUR EH nVPVal enL2n®6. EF CrAwABDPLAxr.]610 BECnON OC ggCMAYIWrrNN S CURB, E... SEECONTRACT TCR Bg DgDpApTPLWS 6 Poo wNiMn iMnN BREAK'B4IIMoW; IGTMIBONImGm els. RAVS PIMB r B61RNF6n N9 hlD affM II WrFM¢rJ3n%sIN bB RM111. of ft ria oDmss3Eo cuRo __ _ OYP� SFE COMPACT PIANt k € % r 0EEN0TE T. G. aTlP W'N W eil 15 Dot W aeDMCM1a , SI' ft ooPeft » LEGEND i 1nddo BN WN conMod, toe SMEM. Nolen �� SLCPENIDTHERIRECBON S 'f,I' TIM 15 rem MM. Ieno11,, BM B.IRS, ��qqPY L. Ngq pp #yy A -='U. o ...• of Mo curb ranP mall Ee Re Bator LaaaOB. AV tlY4L P•fO 4�glp `GBA"Nv YH-EXPNNSNIx 41rfIYP.I T tlem doee rollllClWetlrhewe. O O irAMMIUPLANPSc1B PW Y (SEE IIOIESECTION B See Cmnam PW. �1I¢+� A 4Y3. 0 eEUEM wNrnErE DwvLwnr EMPNKEDOESPATLWmB o :,m y 4S •yr -[S iBoisTI � '`'IONAt. suNFYED BLYLER CONSULT. a"D es�sg oEmlm BML UNNEABY iCZENoren-� .'--- `S �l CEMENT CONCRETE REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 DRIVEWAY ENTRANCE Ere TYPES 1, 2,3 & 4 PER nAOL.C.N STANDARD PLAN F -80A0-02 i FNEEr10F3 MNEET9 06/27/14 APPRwED Toa PLBLICATNx V2 sr.%E ATV2. F NOT DIE ww xWE ACCORDINGLY Pxeoloh 81 OY1542 AFAR „_ =�IBOYETRIC T'PE Z -PAY 11MT8 VI Mw'. CITY OF xolotoNM: NM tBv/tBPt RENTON DATUM Planning/Building/Public Works Dept. R-374603 CITY OF RENTON APPROVED BY: 7 APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 TESC NOTES AND DETAILS CD.I2_ '-5-?y6 3 ,miff 5/6/2014 mDmBM NA MoD KIA C3 suNFYED BLYLER CONSULT. seNF: 1"=20' oEmlm BML 3 MYLARS BML 08/13/14 2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 DAMN' JAP ] REVISED PER CRY OF PENTON COMMENTS, DATED 06/12/2014 BML 06/27/14 uFLm. BML V2 sr.%E ATV2. F NOT DIE ww xWE ACCORDINGLY NO. REVISION BY DATE APPR AFAR „_ VI Mw'. CITY OF xolotoNM: NM tBv/tBPt RENTON DATUM Planning/Building/Public Works Dept. R-374603 CITY OF RENTON APPROVED BY: 7 APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: MELROSE SHORT PLAT CONSTRUCTION PLANS U14002532 TESC NOTES AND DETAILS CD.I2_ '-5-?y6 3 ,miff 5/6/2014 mDmBM NA MoD KIA C3