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NOTES <br />1. STABILIZED CONSTRUCTION ENTRANCESHALL <br />MEET TH E REQUIREMENTS 0 F WSD OT STANDARD <br />SPECIFICATION SECTION 8-01.3(7). <br />i <br />1 <br />I <br />--INSTALL DRIVEWAY CULVERT <br />IFTHERE ISA ROADSIDE DITCH <br />PRESENT <br />i' <br />EXts <br />30' MIN TYPICAL <br />PERMEABLE BALLAST TYPICAL SEE <br />—^== STANDARD SPECIFICATION <br />SECTION 9-03.9(2) <br />1DEPTH \ <br />LENGTH AS REQU IRED 100' MIN, EXCEPT / <br />MAYBE REDUCED TO 50' MIN FOR / TYPICAL <br />SITES WITH LESS THA N ONE ACRE \ \ <br />OFEXPOSEDSOILORAPPROVEDBYINSPECTOR---- <br />j <br />o <br />PLACECONSTRUCTlON GEOTEXTILEFOR SOIL <br />STABILIZATION FROM THE EDGE OF THE EXISTING —PROVIDE FULL WIDTH OF <br />j <br />ROADWAY TO THE CONSTRUCTION ENTRANCE, INGRESS/EGRESS AREA <br />I <br />ORASDIRECTEDBYTHEENGINEER ---— 15'MIN <br />� <br />I <br />ISO METRIC VIEW <br />I <br />CONSTRUCTION ENTRANCE WSDOT STD PLAN 1-80.'10-02ACCEPT'ABLE SUBSTITUTE <br />Qw I <br />� V�z�Ur PUBLIC WORKS DEPAR'��9 EN <br />1 bm <br />4vERIry M 9r _ R Q ctR Ym <br />k1'AN SA HE ATHERQR IF FI pVAU�WILH'.M ESH a04/Q3/20171 <br />m+.e <br />elw�craiw�aa�-- <br />�e <br />CO NSTRUCTIO N ACCESS 201 <br />I J <br />i___ 2", 4", 6", 12" OR 24" <br />\\ ONE93BARHOOPFOR6"HEIGHT <br />INCREMENT, SPACED EQUALLY <br />RECTANGULAR ADJUSTMENT SECTION <br />#3 BAR EACH <br />CORNER -- <br />#36ARHOOP <br />#3BAR EACH SIDE <br />#3BAR EACH WAY <br />PRECAST BASE SECTIO N <br />#3BAR E1 <br />CORNER <br />18" MIN <br />#3 BAR H <br />PIPE ALLOWANCES <br />A <br />PIPE MATERIAL <br />INSIDE <br />DIAMETER <br />REINFORCED OR <br />12" <br />PLAIN CONCRETE <br />ALL METAL PIPE <br />15" <br />*CPSSP <br />12" <br />(VVSD0T STD. SPE C. 9-05.20) <br />SOLID WALL PVC <br />15" <br />WSDOT STD. SPEC.9-05.121 <br />PROFILE WALL PVC <br />15" <br />WSD0T STD. SPEC. 9-05.12 2 <br />CORRUGATED POLYETHYLENE <br />STORM SEWER PIPE <br />ALTERNATIVE PRECAST BASE SECTION <br />(SEE NOTE 1) <br />I <br />NOTES <br />ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD 1. IN STALL THE ENDS OF THE SILT FENCE TO POINT <br />ASSURES FABRIC IS FIRMLY SPECIFICAT10 N S 8-01.3(9)A SLIGHTLY UPSLOPE TO PREVENT SEDIMEN T FRO M <br />HELD BYTHEBACKUP FLOWING AROUND THE ENDS OF THE FENCE. <br />SUPPORT IN A WAYTHAT <br />z <br />REDUCES THE POTENTIAL <br />2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />FOR FABRIC TEARING FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A <br />\¢POST EVERY 6" IN O.C. AND 8-01.3(15). <br />BACKUP SU PPORT I 3, SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br />OR SU MP LOCATIONS. IF SPLICES ARE LO CATED IN <br />p z LOW OR SU MP AREAS, THE FENCE MAY N EED TO <br />BACKFILLED & `'j 2 SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />6 /6(MIN GRADE) 4INSTALL SILT FENCING PARALLELTOVAPpED <br />ix__�71­120# <br />E <br />EOTEXTCOMPACTED—\GMIN TENSILE STRENGTH, ,CONTOUR <br />LINES. <br />1�1 UV STABILIZED <br />FLOOVV 5. DURING EXCAVATION, MINIMIZE DISTURBING <br />1 <br />THE GROUND AROUND TRENCH AS MUCH AS IS <br />FEASIBLE AND SMOOTH SURFACE FOLLOWING <br />EXCAVATION TO AVOID CONCENTRATING FLOWS. <br />COMPACTION MUST BE ADEQUATE TO PREVENT <br />B U RY GEOTEXTILE UNDERCUTTING FLOWS. <br />IN TRENCH --fi <br />A s 1I, BACKUP SUPPORT <br />��4 <br />z GEOTEXTILE FOR SILT FENCE /� <br />ST (TYPICAL) <br />4 — SEE STANDARD SPECIFICATION o STEEL POo L <br />�l� SECTION 9-33.2 (1), TABLE 6 y (TYPICAL) VI;I <br />:. <br />TYPICAL INSTALLATION DETAIL ����� FABRICXTILe> <br />V <br />(TYPICAL) 1 <br />C li <br />INSTALL BACKUP SUPPORT FOR i <br />'+ <br />THE GEOTEXTILE SEE STAN DARD <br />SPECIFICATION SECTION 8.01.3(9)A <br />r <br />o <br />i PDX�j� �III <br />I SQ <br />i FLAP SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />ti0P TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br />6 <br />FENCE AT THE OVERLAP. <br />SPLICE DETAIL <br />\- r WSDOTSTD PLAN 1-30.10-02 ACCEPTABLE SU BSTITUTE <br />TYPICAL SILT FENCE <br />WITH BACKUP SUPPORT EXCEPT STEEL POST REQUIRED <br />—� <br />ISO METRICCITY OF EVERETI <br />PUBLIC WORKS DEPARTMENT <br />o <br />O / / PAVAN SASS HEAT HEAGRiFFI r IAU Wi. HEIM I�3an ESli <br />"�-- 03/ 17/2017 <br />a <br />TEMPORARY SILT FENCE 214 <br />NOTES <br />1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR <br />SHOWN IN THE PRECAST BASE SECTION, FIBERS <br />(PLACED ACCORDING TO THE WSDOT STANDARD <br />SPECIFICATIONS), OR WIRE MESH HAVING A <br />MIN IMU M AREA OF 0.12SQUARE INCHES PER FOOT <br />SHALL BE USED WITH THE MIN IMU M REQU IRED <br />REBAR SHOWN IN THEALTE-RNATIVE PRECAST BASE <br />SECTION. WIRE MESH SHALL NOT BE PLACED IN THE <br />KNOCKOUTS. <br />2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER <br />THAN 20". KNOCKOUTS SHALL HAVE WALL <br />TH ICKN ESS OF 2" MIN IMU M TO 2.5" MAXIMUM. <br />PROVIDE A 1.5" MIN IMU M GAP BETWEEN THE <br />KNOCKOUT WALLAND THE OUTSIDE OF THE PIPE. <br />AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH <br />JOINT MORTAR IN ACCORDANCE WITH STANDARD <br />WSDOT SPECIFICATION 9-04.3. <br />3. THE MAXIMU M DEPTH FROM THE FIN ISHED GRADE <br />TO THE LOWEST PIPE INVERT SHALL BE 5.5'. <br />4. TH E FRAME AN D GRATE MAY BE IN STALLED WITH <br />THE FLANGE DOWN, OR INTEGRALLY CAST INTO THE <br />ADJUSTMENT SECTION WITH FLAN GE UP. <br />5, TH E PRECAST BASE SECTION MAY HAVE AROUNDED <br />FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE <br />OF 1:24 OR STEEPER. <br />6. TH E OPEN IN G SHALL BE MEASU RED AT THE TOP OF <br />TH E PRECAST BASE SECTION . <br />7. ALL PICKU P HOLES SHALL BE GROUTED FULL AFTER <br />THE BASIN HAS BEEN PLACED. <br />VVSDOT STD PLAN B-5.20-01 ACCEPTABLE SUBSTITUTE <br />"6V7' <br />I I <br />Sty ERgy'A_" sU,onMaege: o»nMr yr arum nma,t tiw Llile <br />vansas Henr e 3IFfIN aAu�wuHELM vea 03/07/2017 <br />CATCH BASIN TYPE 1 —7 <br />-� <br />NOTES <br />1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br />I <br />EXIST SIDEWALK —�\ 2. 3/8" WIDE FULL DEPTH EXPANSION JOINT. <br />3, 318"WIDE FULL DEPTH EXPANSION JOINT IF <br />NOTE 1 ABOVE IS 15' OR GREATER. <br />EXIST TYPE A q <br />CURB—� 4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />\ T SHALL BE SURFACED WITH ASPHALT OR <br />CONCRETE. <br />Q <br />\ s 5. THE DRIVEWAY RAW INCLUDING WING RAMPS <br />SHALL BE CON CRETE COMMERCIAL MIX AS <br />\ % CALLED OUT IN WSDOT STANDARD <br />SPECIFICATIONS, AMIN OF6"THICK ANDPLACED <br />ONAMIN IIVIUMOF2"CRUSHED SURFAGING <br />` BASE COURSE COMPACTED TO 95% MAXIMU M <br />,S O W w W w _ <br />DENSITY. <br />6. MAINTAIN 1/2"LIP AT GUTTER. <br />� I <br />� <br />\ 1� <br />o� <br />I <br />EXIST MONOLITHIC <br />CURB AND SW <br />PAVEMENT <br />r— <br />6' MIN. 6' MIN. <br />b <br />_ <br />i I <br />EXIST <br />EXIST <br />I '3� <br />4 PAVEMENT — <br />PAVEMEN 7� � 2°�0 / 2V <br />..;. <br />5 MONOLITHIC IURB <br />& S W -- ---- --- <br />2 MIN CRUSHEDCITY OF EVERETT <br />1 <br />SURFACING . "'r PUBLIC WORKS DEPARTMENT <br />3 <br />d�� <br />SECTION A -A SECTION B-B BASE COURSE <br />n`Ra erase ro�noo� l eAUlivrr+�m I�e 9/21(20181 <br />mI <br />USIN GTYPSA-1CURB USING MONOLITHIC CURB &SW Ins CEMENT CONCRETE <br />its <br />j DRIVEWAY RAMP TYPE - 1 315 <br />