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HomeMy WebLinkAboutR-3845020 Cr.w N D GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH BASINS WITHIN THE WORK AREA FOR THE NEW ROAD IMPROVEMENTS. 2. ALL MATERIALS NECESSARY TO COMPLETE THE ROAD IMPROVEMENTS TO BE STORED ONSITE AND NOT ON THE ROAD RIGHT—OF—WAY. 3. ROADWAYS SHALL BE SWEPT Ar NECESSARY. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IN THE EVENT OF FAILURE OF EROSION CONTROL SYSTEM RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED SURFACES, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE SITUATION, AND STREET SWEEPING SHALL BE EMPLOYED ON AN EMERGENCY BASIS. IF STREET SWEEPING VEHICLES ARE UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY REMOVES SEDIMENT FROM THE PAVEMENT. 5 / s - 5 7 , s W Ott Ut I All. JI'I I V col` 5 WES i i Z Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W9- A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE 5E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION 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. REFER TO SHT C5 FOR STANDARD EROSION CONTROL NOTES AND CONSTRUCTION SEQUENCE "s„ s ,,,,,,,, ,/ i >, < e ' ca 4 ' s t ss ', , t ` ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com / o�P of WAS�y� Chin 41 37862 SS�0NAL 5/20/15 2 PER COR REVIEW DATED 5/14/15 1 PER COR REVIEW DATED 3/27/15 NO. REVISION SURVEYED: ESM, LLC DESIGNED: LCD LCD 5/20/15. 5 20 15 DRAWN:LCD LCD 3/30/15 3/30/15 CHECKED: LCD BY DATE APPR APPROVED: LCD SCALE: EROSION CONTROL LEGEND X X X— SILT FENCE •____• CLEARING LIMITS ROCK CONSTRUCTION ENTRY O CATCH BASIN INSERT 1119=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 384502 CHECK FOR COMPLIANCE TO CITY STANDARDS P/W45- GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. DATE: VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 CITY OF EROSION CONTROL PLAN 9/10/14 MAPLEWOOD PARK CLUBHOUSE PIEGEBOOK: 4R RENTON 3815 NE 4TH ST, RENTON, WA DRAWING NO: DATUM Planning/Building/Public Works Dept. RENTON, WASHINGTON CZ MAPLEWOOD PARK LLC SHEET: OAF: 10 C_ Dr{-38'�So2 I I I z V —/ I'= M 1119=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 384502 CHECK FOR COMPLIANCE TO CITY STANDARDS P/W45- GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. DATE: VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 CITY OF EROSION CONTROL PLAN 9/10/14 MAPLEWOOD PARK CLUBHOUSE PIEGEBOOK: 4R RENTON 3815 NE 4TH ST, RENTON, WA DRAWING NO: DATUM Planning/Building/Public Works Dept. RENTON, WASHINGTON CZ MAPLEWOOD PARK LLC SHEET: OAF: 10 C_ Dr{-38'�So2 I I I z V 2 I'= M s V ' rn en � i u ITI M M Cn 0 D T D m T� rn D 71 0 C M Co > Z Z � -0 - rn M M O D V 0' O M F V t O t t t M ' �J i (r CD ' O 00 C CA „ 0' 0 M r'r7i C J ' �� cr) i