Laserfiche WebLink
Z <br />b <br />h <br />b <br />zi <br />w <br />t� <br />U <br />co <br />00 <br />00 <br />s <br />i <br />co <br />rm <br />co <br />co <br />I <br />LENGTH AS RECINIRED 100' I <br />MAY BE REDUCED TO 50' MI <br />SITES WITH LESS THAN ONE <br />OF EXPOSED SOIL OR APPRO <br />PLACE CONSTRUCTION oEO' <br />STABILIZATIONFROM THE E; <br />ROADWAY TO THE CONSTRL <br />0R AS DIRFCTFD BY THE FN( <br />NOTES <br />1. STABILIZED CONSTRUCTION ENTRANCE SHALE: <br />MEET THE REQUIREMENTS OF WSDOT STANDARD <br />SPECIFICATION SECTION 8�01.3(7). <br />INSTALL WnlVZVVAY C_VLVERT <br />IF THERE IS A ROADSIDE DITCH <br />PRESENT <br />30'MIN TYPICAL <br />PERMEABLE BALLAST TYPICAL SEE <br />STANDARD SPECIFICATION <br />SECTION-03.9(2) <br />PROVIDE FULL WIDTH OF <br />INGRESS/EGRESS AREA <br />T5' MIN <br />T SDOT STO PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE <br />CITY OF EVERETT <br />' PUBLIC WORKS DEPARTMENT <br />£ i•=ysket 5rys- tdrxa�. - rU ' tn'r�Gx ..� <br />f4Y';tit 1AS!i ReA7sitf(GRPF'y 4'€ut .aip'e tll ES4 - $ •° <br />017 <br />CONSTRUCTION ACCESS 201 <br />DRAINAGE <br />GRATA' FRi <br />SEDIMENT <br />AND DER <br />SECTION VIEW <br />)/BYPASS <br />NLET GRATE <br />) WATER <br />° RETRIEVAL, SYSTEM <br />t T`i`PICAL <br />DRAINAGE CRATE <br />Fj <br />BELO INLET GRATE <br />DEVICE OVERFLOW BYPASS <br />TYPICAL <br />a ISOMETRIC VIEW <br />N tRMI�C22O.- STORM DRAIN INLET PROTECTION <br />__-- <br />SCALE: N.T.S. SCALE: N.T.S. <br />NOTES <br />ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD 1. INSTALL THE ENDS OF THE SILT FENCE TO POfNT <br />ASSURES FABRIC 15 FIRMLY SPECIFICATIONS-01.3(91A <br />FIELD BY THE BACKUP SLIGHTLY UPSLOPE TOPREVENT SEDIMENT FROM <br />SUPPORT IN A WAY THAT FLOWING AROUND TIME ENDS of THE FENCE. <br />REDUCES THE POTENTIAL 2. PERFORM MAINTENANCE E IN ACCORDANCE WITH <br />FOR FABRIC TEARING <br />,.. EA iTEN1 OEOTEXTILE TO WSDOT STANDARD) SPECIFICATIONS- 8-01.3(3)A <br />X POST EVERY 6" IN O.C. AND 8-01.3(15). <br />P f <br />BACKUP SUPPORT 1 SPLICES SHALL FEVER BE PLACED IN LOW SPOT$ <br />f OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN <br />LOW OR SUMP AREAS, THE FENCE MAY NEED TO <br />I ACICFILLEI , SELF-LOCKING TIC-NYLONBE REINSTALLED UNLESS OTHERWISE APPROVED, <br />COMPACTED I _ <br />6/6 (MIN GLADE) <br />NATIVE SOIL — GEOTEXTILE .n a. 120# MIN TENSILE STRENGTH, 4. INSTALL SILT FENCING PARALLEL TO MAPPED <br />UV STABILIZED CONTOUR LINE. <br />F S. DURING EXCAVATION, MINIMIZE DISTURBING <br />THE CaFIf3UNID AROUND TRENCH AS iVIt1C1-I AS IS <br />r FEASIBLE, AND SMOOTH SURFACE FOLLOWING <br />EXCAVATION TO AVOID CONCEN T RATING FLOWS. <br />-. COMPACTION MUST BE ADEQUATE TO PREVENT <br />BURY OEOTEXTILE / 'f �� UNDERCUTTING FLOWS. � <br />IN TRENCH <br />i BACKUP SUPPORT <br />i OEOTEXTILE FOR SILT FENCE y f (TYPICAL) <br />TEL POST <br />SEE STANDARD SPECIFICATION(TYPICAL) <br />.SECTION 9-33.2 (1), TABLE � � � <br />'ryPICAL INSTALLATION DETAIL , FABRIC <br />/ ?so (GEOTEXTILE) <br />T (TYPICAL) d' i <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARDi <br />f � <br />SPECIFICATION SECTION R.01..3(9��i �;� <br />� ,a- <br />�# <br />S PLICED FENCE SECTIONS SHALL RE CLOSE ENOUGH 1 TOGETHER <br />' <br />TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE � <br />0 <br />FENCE AT THE OVERLAP <br />SPLICEE AIL <br />S <br />TYPICAL SILT FENCE <br />WSDOT STD PLAN 130,10-02 ACCEPTABLE SUBSTITUTE <br />WITH BACKUP SUPPORT <br />EXCEPT STEEL POST REQUIRED <br />Kp <br />ar4iT <br />.. <br />ISOMETRIC <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />3 ` <br />ar �u sass ffF1SiN£S LRr`FF , F a T zti,tx< n� �i 03/'17/2017 <br />SCALE: N.T.S. <br />TEMPORARY <br />NOTES <br />L CATCH BASIN INSERTS SHALL RE REMOVED AT fHE <br />END OF THE PROI CT. <br />2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN <br />DRAINAGE DEVICES PER THE MANUFACTURES'S <br />RECOMMENDATIONS, CATCH BASIN INLET INSERTS <br />SHALL RE INSTALLED IN CURB INLETS, <br />3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO <br />CLEARING AND GRADING ACTIVITY, OR t1PCiN <br />PLACFMENTfiF ANEW CATCH BASIN.. <br />4. SEDIMENT SHALL RE REMOVED FROM THE LIMIT <br />WHEN IT BECOMES ONE THIRD FULL OR IN <br />ACCORDANCE WITH THE MANUFACTURES' <br />INSTRUCTIONS. <br />5. SEDIMENT REMOVAL SHALL 6E ACCOMPLISHED BY <br />REMOVING THE INLET INSERTS, EMPTYING, AND <br />RE -INSTALLING IT INTO THE CATCH BASIN. DO NOT <br />WASH SEDIMENT INTO STORM GRAINS WHILE <br />CLEAN NG. <br />6. SIZE THE BELOW INLET" GRATE DEVICE (RIGD) FOR THE <br />STORM "WATER STRUCTURE IT' ILL SERVICE. <br />7, THE 01OI S14ALL HRVE A BUILT-IN HIGH -FLOW RELIEF <br />SYSTEM (OVERFLOW RYFASS). <br />R, THE RETRIEVAL SYSTEM DEIST ALLOW REMOVAL OF <br />THE RIOD WITHOUT SPILLING THE COLLECTED <br />MATERIAL, <br />0. PERFORM MAINTENANCE IN ACCORDANCE WITH <br />STANDARD SPECIFICATION 8-01.3(15). <br />WSDOT STD PLAN 1-4 1.20-00 ACCEPTABLE SUBSTITUTE IF <br />MAINTENANCE MEETS NOTES �I <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />G £ •:-W4 Sin 1, <br />.. FLAU1l k-o-M;F bex Se, Wis <br />fzvaz`f s rasa a ` � i¢ A�f sti: t 1 0 2011 <br />,hr <br />STORM DRAIN INLET <br />PROTECTION .L <br />0- <br />CD <br />0. <br />u <br />vim) <br />w <br />I <br />w <br />r) <br />rn <br />® <br />o <br />z <br />® <br />\ <br />\ <br />of <br />V <br />w <br />CD <br />cn <br />CD <br />LLJ <br />ry <br />clq <br />� <br />Q <br />V <br />C <br />> Ld <br />Ld <br />w <br />® z <br />� <br />z <br />� <br />w <br />LL W <br />cl� <br />0 <br />0 <br />® <br />0 <br />a <br />of <br />J <br />V) <br />0) <br />II <br />o <br />�a. <br />f, <br />08 <br />.� {t' � �?a <br />#nss.7 <br />y� Y <br />. <br />z <br />z <br />Wiz.. <br />ZZ <br />ti <br />». <br />'l4LLJ.i9?"T <br />� <br />w7 <br />Salt.. <br /># <br />it <br />I <br />04 <br />` <br />C� <br />< <br />® <br />0 5 <br />w <br />a <br />Lij <br />hm <br />w <br />ozw <br />1>� <br />L <br />F <br />v <br />F 0 ow <br />f— <br />UJw <br />-VI <br />cq <br />REWFE-D FOR PE I01 <br />SHEET N0. INERREEM <br />Cl,2 <br />Call 811 <br />® two business days <br />PROJECTNO. <br />before you dig <br />189831 <br />