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Home My WebLink AboutR-371702EROSION AND SEDIMENT CONTROL NOTES: W 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, Q RETENTION FACILITIES, UTILITIES, ETC.) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND (� CONSTRUCTION grading OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL W 3. THE BOUNDARIES OF THE CLEARING LIMITS SHORT! ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE } OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO JDISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABIUZED CONSTRUCTION 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. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. 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. 11. 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. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED PITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY 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. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 14. 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 DDES INSPECTOR FOR REVIEW. 0 N s N 0 z 0 0 U_ a &Y G .� gN1iN R10tiN!':1WLKMYYD ATPoFRWiVRY.'AOEAOi.W i4N/LBIfMARIbIRWICTOP0111 MLY t:1pa VM6M E . EaFIMLM.68tIlM® ,• i i E RiEPIM,C i }n1n IYM `••....�• YNYNIM'TNFM]I ' L_ � L_ R WIOa1. TIYQI NIM ' AFYAVOFnYEFpFA®a INTWML tOfM1MEMppWFV® �\ \ Z �, MMNUM4I0. G1F81HKE Z WR,N®IRCR(9WMHii aloTr +. awlmnlaor 1.1. SET FEIILE WY REUSED OOVAifitOPE Cf ALLg8I13EEDARE/6 12 BETFEMCEQNOf NIiBIDEDTO iRFAi CLWfFMMTFD RQV6, HIX166RERDEO TO iRFhi8U69TH tFLLLPAIOVNI9 CPOVFlUNN 0.G,Y. AMT COR W iEMIEO FIAH MOST BE CONVEYED T W OtpN THE pN W AOE 6Y8 FEEA TO A BEOIAHIT TRM pt PORO. z Ds16E1Arw•rAUATIONSieaxATNNM a1. TFEOEOEFMIEUSE0YC6T1ETTME mAMMRDUmEDBELLON. AMPYKTHE 1N1AiACfIAiERB FABW09PEC61CATIa6Lg8 lDE AVAEAfiIEtlI,¢_iTE __ .... ..ttuvy V US4IHLS:aba;tH.T1MHna4 _..... -yV .:vvy,_a na, sect Y.I[PHWIIRM ISry.ON:, EiiLtiaMWt [pL tli�[ww::,.,PSrvuntil 'SIbMx,aP,xxwtMxdlatlo: .MAaxNUV,PwnTM�PM.'[' n.w 22 mNINA081RENGTHFA6WLgEGW1E8 NT1E6M.NW TD VI6FIEA9ETNE 8aPEXGTHCFTNE FGiCE .WREfl1CKNOOR CLC8Efl Po6T BPAaIq WY�RE{xIIR®FER E%ERA mRENOMiA6 WC(FRE1D PLAFORYNIDE WANWRB ASIRPI(ERFENLE. 22 YAEnET1EFENCEYEHiMlE0.TEE6U ]PESfWLNOT 6E8iEEPERTIMNMiV 2r. FAT9CALSILT FENTE6(RED.TNEmAxpWD W'iPENa1AMYNOTBEIIEflUCEDA3tON0 A31HEBOTEdIBINCNE30FTHESILTFeICE $ WELLBUPEDANO SEGUE NATPENa1TNAT mA &t�8 ]IEFHICENDOOESNOT OLLAW WATERTO6WA960RWeTEPIIRETNE &LT FENCE. a I'MNNRNANCEmAINOIIr• a1. ANY N.YKiESNN16E REPAw MYFD 111 11. at Rat TTO aOtIEPIAIE LL®OE OFD PFEEIKE FMTM8fg1OF THEiE010E CLOOOMMMi IND TSA BSARyENTT FLMMON. ER TO TEEN CUISM CIMMEIPAM1N Of FLOAB PNIN3ELTO TEE FENCE. IF TNG OCCURS, REFUGE TIE PENCE Oft PEMOVEDTNETRPP 8EBwExr. aN. 8®LFNT MDBT r flEVw1ED ws16EO•EEm o a me Ms xcH iA. FTIERTER FIIBIOL(QOiORIla HA90E1ERICMTED WETOULRNVp1 EFBPFMW'Ml.R9HALLBE REPIACEO. PUBLIC WORKS SILT FENCE �. PLAN - 014.00 N® D €PAR MEN1 ...... -. _..- .... -. WARCE d00U SOLID WALLS FILTER MEDIA FOR DEWATERING I I NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN GRATE CATCH BASIN INSERT GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH BASINS WITHIN THE WORK AREA FOR THE NEW WATERLINE INSTALLATION 2. ALL MATERIALS NECESSARY TO INSTALL AND CONNECT THE WATER LINE IN TALBOT ROAD TO BE STORED ON THE PRIVATE PROPERTY ADJACENT TO TALBOT ROAD AND NOT ON THE ROAD RIGHT -OF -WAY. 3. TALBOT ROAD SHALL BE SWEPT AS NECESSARY. 4. ALL TALBOT ROAD CATCH BASINS AND ONSITE CATCH BASINS IN THE VICINITY OF THE WORK SHALL BE FITTED WITH CATCH BASIN INSERTS PER THE DETAIL HEREON. I.MI.pePR TEPMP'MY fp YCpYFNIFDTNTiIE xrvNaucmYaeorwT LNaFPRNNiaFFirE FAo WTALL M'RWAYOAVD111Fii@E 6A0.Wi5RtltpIPE &xi, A9 PFR CrtY1WM8fAVMN9 araYAmFAMe ...............• . /, 1SIW.1x1O(MFdB -.� � i'�� ,�,� , MA3Y4LRbu6A 1. CWOITION OF JIBE E.1. CDFSTRUCipN ENTRNiCE&W.L fiEmABLIIEO WHEREVER TMFFIC 4NLL BE LFAVNU ACONSRIUCIION SnE ANOTMYeTPA CN PAVEO ROAOS OR OIHERPAVEOAREAS WRHIN 1,000 FEET OFTHE SRE. uNrxs'. -: aamam, sa pw^simn. - i4aT I -,DVwrou lasTV CUk( z'v,MAx. 'f�Ji' 9 91i ST9i \4T, Ia1 Rf'JDMP.AI .IS,PSI MIA. Fg01 (atC.t ^q)511 ]GEfi(Ai. iia ti ?A n>t GJp$nF; .H 30 13 POROUS BOTTOM EH 1 13 CATCH BASIN INSERT GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH BASINS WITHIN THE WORK AREA FOR THE NEW WATERLINE INSTALLATION 2. ALL MATERIALS NECESSARY TO INSTALL AND CONNECT THE WATER LINE IN TALBOT ROAD TO BE STORED ON THE PRIVATE PROPERTY ADJACENT TO TALBOT ROAD AND NOT ON THE ROAD RIGHT -OF -WAY. 3. TALBOT ROAD SHALL BE SWEPT AS NECESSARY. 4. ALL TALBOT ROAD CATCH BASINS AND ONSITE CATCH BASINS IN THE VICINITY OF THE WORK SHALL BE FITTED WITH CATCH BASIN INSERTS PER THE DETAIL HEREON. I.MI.pePR TEPMP'MY fp YCpYFNIFDTNTiIE xrvNaucmYaeorwT LNaFPRNNiaFFirE FAo WTALL M'RWAYOAVD111Fii@E 6A0.Wi5RtltpIPE &xi, A9 PFR CrtY1WM8fAVMN9 araYAmFAMe ...............• . /, 1SIW.1x1O(MFdB -.� � i'�� ,�,� , MA3Y4LRbu6A 1. CWOITION OF JIBE E.1. CDFSTRUCipN ENTRNiCE&W.L fiEmABLIIEO WHEREVER TMFFIC 4NLL BE LFAVNU ACONSRIUCIION SnE ANOTMYeTPA CN PAVEO ROAOS OR OIHERPAVEOAREAS WRHIN 1,000 FEET OFTHE SRE. uNrxs'. -: aamam, sa pw^simn. - i4aT I -,DVwrou lasTV CUk( z'v,MAx. 'f�Ji' 9 91i ST9i \4T, Ia1 Rf'JDMP.AI .IS,PSI MIA. Fg01 (atC.t ^q)511 ]GEfi(Ai. iia ti ?A n>t GJp$nF; Z DEBIONAND INmAUATgN BFECIRCAnONB 2.1. HOG FUEL (WOOD SASEO NULOH) MAY BE FOR PERMANENT ROAOB. HOG FUEL IS M PAVEM 1x,0F IFTII E HOG lEE OF BEING PAVELENT OR IFT IN HOO FUEL IS SEWS 22. fENC@Ia SHALL SE INSTALLEDAS NECES 2.1. WHEHEVETHEEF 8aT1VE ESSOFTIEY 1NGREAGE THE EFT[I:TIVENE88 OF THE F a. 1wxTExulce mANOAaoe 31. 32, as 3A. as NOTE HAGENSON THE LOCATION OF ALL Y ONLY. UNDERGROUND TOR SHALL L SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL MISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES i TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CONSULTANTS, LLC AND PRESERVE BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND TO EXAC CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS CALL 48 HOURS 6484 -48TH AVE SW Seattle WA 98126 BEFORE YOU DIG phone 206 938 -6168 fox 206.938 -7645 R nil H HnnFit ®W.f111f.AST NET 1- 800 -424 -5555 F1 CANSIIBSTANTULLY A� PUBL= rAR'.S STABILIZED _STD PLN_21610 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2C05 EXPIRES 3 1 REVISED CLEARING LIMITS REVISION NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. CONSTRUCTION SEQUENCE GRAPHIC SCALE 20 S t0 20 b 80 ( IN FEET ) 1 inch = 20 ft. -H /19/1 1 " =20' HEH -H /7/1 .H 30 13 °R " HEH EH 1 13 HEH AT FBU rue P NDf OIE NLN aalE ram•BNRr BY DATE APPR wm01EI; ,_„ 1. CONDUCT CITY OF RENTON PRE -CON MTG 2. INSTALL CATCH BASIN PROTECTION 3. INSTALL CONSTRUCTION ROCK ENTRANCE 4. INSTALL SILT FENCE 5. CONSTRUCT SITE 6. OBTAIN FINAL CONSTRUCTION APPROVAL 7. REMOVE TESC MEASURES MAINTENANCE STANDARDS ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTIONS THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) CHECKED FOR COMPLIANCE TO CITY STANDARDS (0 Haw Im CITY OF EROSION CONTROL PLAN NCRQaBN; NtB tp&1 /tppl ,I ..� RENTON LAKESIDE FAIRWOOD PLAT DATUM 18621 - 116TH AVE SE Planning /Building /Public Works Dept. RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC A a YE 5/1/13 C2