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Home My WebLink AboutR-41160137T T PIT CI IT 0 W H (n Ld ry a c� 0 Q w _ N 40 20 0 IVY scale 1"=40' A I I I 40 80 1160000001 I feet I I HLENGINEERING SILT FENCE PER I COR STD DETAIL 214.00 I -------------- N 2ND ST ----------------------------- oil T FENCE PER i CDR STD DETAIL 214.00 P.O. Box 81211 Seattle, WA 98108 patrick@hl.engineenng (858) 581-0754 SILT FENCE PER COR STD DETAIL ' 214.00 SEE PE A HAWS i �G FREE 48 .� <R„TE.� /ONAL6 0 D �0 m z D rc-I z! i STRAW WADDLES PER CDR STD DETAIL 213.40, EXCEPT IN LIEU OF STAKING PROVIDE BRICK i WEIGHTS TO STABILIZE AT LONGITUDINAL SPACING NOT TO EXCEED 5', REMOVE BRICKS AND i WADDLES AS SOON AS IMPROVEMENTS ARE COMPLETED SUFFICIENT TO STABILIZE SOILS, TYP I I I SILT FENCE PER CDR STD DETAIL 214.00 I I i L N 2ND ST -- — --- -- T _ -- I® C 2' TYP FROM FACE OF CURB I I I I I ---.—.— ---7 T FENCE PER COR STD DETAIL 214.00 CURB AND GUTTER BARRIER PROTECTION PER CDR STD DETAIL 216.50, TYP 1 I I ONSITE EROSION AND SEDIMENTATION CONTROL I UNDER SEPARATE PERMIT I I I I SILT FENCE PER CDR STD DETAIL 214.00 .� I _--- N E- 1 _ — -- 1.11 BRONSON WAY / — — DocuSign Envelope ID. 6EECFE8E602A4E4Ae436 A31IA46388I8 THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER HEREBY REBUFFED TO AS APPLICANT MAY STRIKE CONTROLCETGTH o� ITNO'TESFFNmBEHTE ASPECTSTHEYTO THE REQUEST SELBE ADDED HOWEVER, R, THE ESOETANOPRDPISKULL NNOT NOTES RENUMBER NOR EDIT THE REMAINED NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC I BEFORE MY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A iIMEETING LL RE HELD DEPARTMENT REFERRED TO AS THE CRY THE APPLICANT MO THE APPLICANTS CONTRACTOR 2 THE APPLICANT IS RESPONSIBLE FOR OBTRUDING THE WASHINGTON STATE OF GY(ECo (ECOLOGY) CONSORUCDON TORMWATER GENERAL PERMIT IF IT IS REQUIRED FOR THE PROJECT THE APPLICANT STALL BASES THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTON STORMWATER GENERAL PERMIT 3 THE ESC PLAN SET EHG_ INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT saLL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POSTPROJECT CLEANUP IN ORDER TO FOLFILL PROJECT EPA REQUIREMENTS 4 THE BOUNDARIES OF PRESURMED OR THE Wass MECLEFAR:Y DEUNEEXTEn�ENCINGGME PamE�Eo:THEFELDINiJLQPRESERVATION WHPPENDIX RETENTION OF RENTON SURFACE WATER DESIGN MAN ALIRENTONSWDMIPRIORTOTHE STAR, OF CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NO STOCK Q 1 TH CLEARING TUB IS $HAE BE PC RUN I FLY I HE CLEARING FISH 14 CHALL U: MANEUVER By THE AFFUUMI APERN VON FOR I HE NEW OFF UP CONSTRUCTION 5 STABILIZED CONSTRUCTION ENTRANCES SHALL BE I NSTALLED AT TH E BEFORE ING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ACCEPT ANAL MEASURES, SUCH AS CONSTRUCTED WHEEL REACH ORDER OR WASH PADS MY BE WOUSHED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRADYGAFT TO REACH RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT IF SEDIMENT IS TAMELY 01 PUBLIC RANDE MALL WAFERS OF THE STATE 6 VVEHOUT FROM CONCRETE TRUCKS SHALL BE RE POSSESS OFICS TO OR IN DESIGNATED CONCRETE VUENFORT AREAS ONLY CK) NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND OR TO STORM GAMES OR OPEN 0 ITS TAX ONEPTE DUMPING OF EXCESS CONCRETE SWULL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUTARFEAS 7 ALL REQUIRED END RMPS SHALL BE CORSTRDCTE D AUO IN OPERATION PRIOR TO TWO CLEARING MINOR CONSTRUCTION TO PREVENT TRANSPORTATION OF $EDMENT TO SURFACE WATER OFFAINAGE SYSTE US AND ADI ENT PROPERTIES ALL ESC UPI $HALL BE MENTGANED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDAN CONSTRUCTION IS COMPLETE M A POTENTIAL FOR 01 CHURCH HAS PASSED ALL ESC EMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE PAY BEEN STABLEED TO ENSURE POTENTIAL FOR OPESITE HUDSON DOES NOT EXIST THE IMPLEMENTATION, MANTERNANCE FROM WANT ENHANCEMENT ROD REMOVAL OF ABC SPAPS SHALL BE THE KS FIFTY OF THE APPLICANT S ANY HAZARDOUS MATERIALS GO LIQUID PRODUCTS THAT HAVE THE POTENTUT TO LUTE RUNorr SHALL BF DISPOSE OF PROPERTY9 THE ESC SURE DEPICTED ON LOS DRAWING ME INTENDED TO BE MINIMUM REQUIREMENTS TO MEET MTKEPATIM SITE . S RECONSTRUCTION PROGRESSICS MD UNEXPECTED OR SEASONAL CONDITKIAM DICTATE THE APPLICANT HALL ANi CIP4TE THAT MORE ESE BMPS ILL E NECESSARY70 ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE REQUIREMENTS THE �ASRMAVSENANY EEW EDEO TO PROTECT ADS THAT JACEAY NT POPERTEATED STHE AND WAURSE OF TT' CuES AuTY OF THED TO HREEIVING owuNAGE SYSEMDITIONAL END SUPS ERN.DEBOVEMCTION IT WFUL BE THE OBLIGATION AND RESPONSIBILITY WIMIIM Au LEES NOT CONSTITUTEANAPPRCVAL OFSTORM DRAINAGE DESIGN SEE NOR LOCATION OF PIES. RESTRICTORS. CHANNELS WATERRELIBES 11 ANY DEVEATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMAXATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR 12 ON(OCTOB RIST THROUGH APRIL '(GO,SE VAKING°ETD)IN NFORMNCEWITH°APPTWO XDa FTHER'ENTON WET W 13 WET WEEPEON EVE REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER UST AND APRIL 30TH UNLESS OTHERWISE MANAGED THE BY THE CITY 14 ANY AREA NEEDING ADDITIONAL ESG MEASURES HOT REQUIRING YS NEDA AWNIMUMOFON AMONTHORWITHIN24HOE ADDRESSED CHUN URS OLLOWINGASTORMEVENT INSPECTKAN MY MAINTENANCE CRAFT OCCUR MAPS FREQUENTLY OF 16 BEFORE COMMENCEMENT OF My CONSTRUCTION ACTIVITY, CATCH BASIN INSERI FOR THE CITY STANFORD PLAIN 216 30 SHALL BE PROVIDED FOR ALL STORM OBTAIN INLETS DAMAGES AND WITIN ROD FEET UP A DISTURBED OR CONSTRUCTION AREA UNLESS THE RUNOFF THAT ENTRIES THE GOAT WILL BE ELI TOASEAMENNFENDORTRAP AEG CATCH BASIN INSERTS ENDED BE PERIODICALLY INSPECTED AND REMOVED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION 17 AT NO TIME SKULL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP ALL CATCH RARER AND CONVEYANCE LINES STAFF BE CLEANED PRIOR TO PAVING THE CLSARNING EDUCATION FINAL NOT FLUSH SEDIMENTULMERN WATER INTO THE NOWNSTRUEN SYSTEM IS ANY PERMANSINTSTORMWATER FACILITY EQUATION USED AS A TEMPORARY SETTHINS (ARE SHALT BE MODIFIED WITH THE NECESSARY EDC SURE AND CHALL PREPODEoIDEQUATESTEFUSEBECAPPRIBUTV IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION � AN WERNATION SYSTEM IN ITS PERMANENT STATE THE TEMPORARY FACILITY SHALL BE FREGA REDUCED SO THAT THE BOTTOM ARD Si�S ME AT LEAST THREE FEET ABOVE THE FINAL GRACE OF HE PERMANENT PARTLY 19 TC).��RLPLANES) PRTEUEcUESIS`NTDTNc:��U'onUCo.. ERMUDLEPAVEMExr TcisaEPYFEND OTEcoSNG sSO AVODFACILITIES INN CRT . 20 PRIER TO THE CODING ING OF THE WET SEASON (PETERS A 1$T). ALL DISTURBED AREAS SHALL BE INSPECTED TO ID ENTITY WHICH ONES PLURAL BE SOLVED OR 21 PRIOR TO FINAL CPU SPINSTER ACCEPTANCE, THE PROJECT 81 TE SHALL BE STABILIZED TO PREVENT SEDIMENT EADEN WATER FROM LEAVI PC THE PROJECT SITE ALL FEC ONES CRAFT BE RUMORED AND STORMCNATER CONVEYANCE SYSTEMS, FACKINIES AND ON SITE WAR SMALL BE RESTORER TO THEIR FULLY FUNI CONOTION ALL DISTURBED AREAS OF THE PROJECT SITE WHADT BE VEGETATTE OR OTHERWISE PERMANENTLY ISLAS DRUM AT A MI N MUM DISTURBED AREAS $HALL BE SODDED OR SEEMED AND MULCHED TO ENSURE THAT SUFFICIENT OLDER ALL DEVELOP SHORTLY AFTER FINAL APPROVAL MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE FAEROESE IST CONSIDERED TO BE A METHOD OFBANK SENSITIZATION AND EROSION OL ROCHERES SHALL NOT BE CONSTRUCTED TO SERVERATMNiNG WALLS ME ROOKERIES IN CITY ROAD RUGHTSEF WAY SHALL BE CONSTRUCTED IN ACCORSURVICE WITH CITY STANDARDS ROOKERIES OUTSIDE OF 0.9 ROAD CONTROL WAY SELL BE CONSTRUCTED IN ACCORDANCE WTH THE INTERNATIONAL BUILDING CODE NOR ...PRER OIRsro �vury Gzse.Do DATIn R P DEPARTMENT EROSION AND SEDIMENT CONTROL RR oEvnarMENT STANDARD PLAN NOTES GAZ 9/ZB/Z_w i an YEE ES`SSR-411627 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING iR jchavez 08/28/2020 CALL BEFORE YOU DIG: 1-800-424-5555 SAS -NOTED HD.M�wBADM CITC HEADQUARTERS 2020.10.11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057;;I'E" ESD PAN --- RENTON _ SH COME DATUM TEMPORARY EROSION AND "°- MMZLE PIDDDing/BDIIEIDg/PDbnc Works Dept. SEDIMENTATION CONTROL PLAN CB-9.01 N0. REVISION BY DATE APPR wPE.TE. SELL )RESP )RESPONSE �"`= 28 58