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Home My WebLink AboutR-41851500 v CONSTRUCTION AREA A L FLOW ``•tit"y'•..H+, I I H-r.;.,w E . APRON .; �•:.�.-i! . . O. sn' I I p' r. :0'7„ N N hJ4.`Y.yJ. y 2 NS 1 1 . IN Alt'3 z ell FAn�.4R' !.�, i ^ r�•'.• I I .ADHERIVU ;•. • sC r. ERA M. DIKE PLAN VEIW NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION 20" AND GLUED DOWN Al J OVERLAP PER MANUFACTURER'S RECOMMENDATIONS 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. EXISTING CONCRETE OR FLOW + ASPHALT PAVEMENT Of a. ..0 Jn '. J•u. ... .. M•'•u•'N J• uu.. ADHESIVE SECTION A -A `ADHESIVE SILT DIKE DP (ON EXISTING PAVEMENT) Wu WIRE MESH -- CONCRETE BLOCKS 00' KOS' j ". yFILTERED _ SEE NOTE WATER 00' 000, RUNOF a FINISHEDGRADE GRATED INLET GRATED INLET AGGREGATE GORE El PLAN SECTION NOTES 1. PLACE CONCRETE BLOCKS INA SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2L HEIGHT OF BARRIER NAMES. USE STACKS OF 4', SE, OR 12'BLOCKS. MIN. HEIGHT OF BARRIER SHP BE 1T AND MAX. HEIGHT SHALL BE 24'. 3. PLACE HARDWARE CLOTHWIRE MESH W/MAX. LT OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4. ME AGGREGATE SHALL BE SEE T ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER ME MATERIAL BEFORE ENTERING ME INLET. MAINTENANCE NOTES: 1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WUMN ME CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR UPGRADIENT OF THE INLET 2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER MAN THE ENO OF THE FOLLOWING BUSINESS DAY. 3 INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MY CAUSE DOWNSTREAM FLOODING. 4. CONTACT THE DEC FOR ALTERNATE INLET PROTECTION IF TIE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BOPS, ADJACENT SLOPES. ETG, DUE TO PENDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED, 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 8BLOCK AND AGGREGATE INLET PROTECTION 8 TS. CONCRETE A BLOCKS AGGREGATE 00 00 Ll 00 0.0 010 10 00 10 10 GUTTER WIRE MESH CURB CURB INLET A PLANWIRE MESH MAINTAIN MAINTAIN ACCESS TO COVER FOR INSPECTION CONCRETE BLOCKS FILTERED WATER CURBINLET ERuxVF y `' z AGGREGAT CONCRETE GUTTER SUB -GRADE SECTION A -A NOTES: 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF CURB INLET ON THEIR SIDES. WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4',8', OR 12-BLOCKS. TOP OF BARRIER MUST BE LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO INLET. MAX. HEIGHT SHALL BE 24". 3. PLACE HARDWARE CLOTHNJIRE MESH W/MA)L 12 OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4. THE AGGREGATE SHALL BE 3W-T'ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET 5. IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH AGENCIES HAVING JURISDICTION AND WITH DEC. AMINTENANCE NOTES: 1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR UPGR UMENT OF THE INLET. 2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY. WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4, CONTACT THE DEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BOPS, ADJACENT SLOPES, ETC., DUE TO PENDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. Pz BLOCK AND AGGREGATE CURB INLET PROTECTION N.T.G. SOURCE BOX LAST REVISED: WAL-MART STANDARD OCTOBER 2012 DETAIL SC-5 Rock Sock (RS) 1S" (WINDS) CRUSHED RCGK 8ENCLOSED IN WIRE MESH Y fMINJSI CRuslf➢ ROCK fp Ifsl WIRE TIE ENDS 1 :T o'A Cry SURFACE r x OR GROUND SURFACE L D=. sE aD SuaFACE, c UEPENoINC IN so1L ON EE O SEDIMENT LOAM ROCK SOCK SECTION ROCK SOCK PLAN MY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF IS' (MINES) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK ROCK SOCK. reDrvfORCED SOCK. AS AN ALTERNATIVE TO FILING UPSETS MR BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND 1'Y IY ADDHIONAL MARE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED ("ICALLY 12-INCH OVERLAP) TO AVOID CMS, 1. SEE PUSH KIDS FOR'. -LOCATION(S) OF ROCK SOCKS. LExmnn)n TABLE &ESE WE M0.55 PERCENT PASSING SQUARE MESH 51EVE5 x0. 4 2 ICE vC 90 - 100 20 - 55 $' 0 - 15 MATCHES SPECIFICATIONS FOR No. 4 COARSE AGCREGATE FOR CONCRETE RISE MSHTO RHO ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES. 2. CRUSHED ROCK SMALL BE Ih- (MINUS) IN SIZE WITH A REACTORS) FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON MIS SHEET (IX. MUM), J. WINE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESTL OR EQUIVALENT WITH A MAXIMUM OPENING OF X-, RECOMMENCED MINIMUM ROLL WIDTH OF M' 4. WINE MESH SHALL BE SECURED USING 'HOG RINGS" OR WIRE TEA AT B' CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OP SOCKS. 5. SOME MUNICIPALITIES MAY YLLON LIFE USE OF FILTER FABRIC AS AN AUIE9MIBE TO WINE MESH FOR ➢E ROCK ENCLOSURE, RS-1. ROCK SOCK PERIMETER CONTROL. RS-2 Urban DLainage and Flood Control District Novemba:2010 Utbm Storm Dmivage Criteria Mem1a1 Vo11we 3 1 ' • ' : NOTE:• " •' TO COMPLETETABLE• PROJECT SCHEDULE m�EYIE�EII•il®®�®�� 1WITH '®m�RYYEm�®®�®��'® �EEI�� 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 SEDIMENT CONTROL BASlN(SNClU%PUSA 1111111111111111111111111111111.111111111111111111111111111111111111111111111111111111■■■111111111111111111■111111111111 STRIP IT STOCKPILE TOPSOIL 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ROUGIAGRAIDING STORMI■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■ SITE CONSTRUCTION 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 PERMANENT CONTROL STRUCTURES 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 FOUNDATION IBUILDING CONSTRUCTION 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES 2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTED R-418515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 TJK fRR "°f'�fL"1 CITY OF WALMART#2516 D% Am AS NOTED JSB WALMART SUPERCENTER PICKUP EXPANSION "" MB RENTON CONSTRUCTION DOCUMENTS M. DATUM �sR amn CJ Plonning/Building/Public Works Dept. EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS NO. REVISION BY DATE APPR ANO BDA see ►n