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WENTZ SP <br /> SECTION 23 , TOWNSHIP 28N , RANGE 4E5 W. M . Z <br /> 0 <br /> F- <br /> U <br /> NOTES NOTES cn <br /> w <br /> POST SEE WSDOT STANDARD 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT 1. S � <br /> ASSURES FABRICISFIRMLY SPECIFICATIONS&01.3(9�Y TEST THE0EQUIREMENTS OF <br /> HELDBYIN BACKUP SLIGHTLYAROUNETOPREVENT FTHEFSEDIMENT CFROM MEET <br /> EREQUIREMENTS OF 7). STANDARD <br /> SUPPORT INE WAYTMAT fLOWING AROUND THE ENDS OF THE FENCE. SPECIFICATION SECTION 8-01.3(JI. <br /> REDUCES THE POTENTIAL <br /> FOR FABRICTEARING Z. WSCPERFORM TSTAN MAINTENANCE IN ACCORDANCEWITH <br /> P09E EVERY <br /> IN OFC. <br /> WSDOT STANDARD SPECIFICATIONS B-01.3(91A <br /> POST EVERY 6"Iry o.c. AND B-01.3(151. <br /> BACKUP SUPPORT 3. SPLICES SHALLNEVERBEPIACEDINLOWSPOTS w <br /> OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN E- <br /> LO W OR SUMP AREAS,THE FENCE MAY NEEDTO Q <br /> BACKFILLED "I� SELF LOCKING TIE-NYLONE BEREINSTALLEDUNIESSOTHERWISEAPPROVED. INSTALLONVEWAYCULVDLT <br /> COMPACTED 12W MIN TENSSILIE STRENGTH, IF THERE IS A ROADSIDE DITCH <br /> NATIVE SOIL GEOTEXTILE �/ UV STABILIZED A. INSTALL SILT FENCING PARALLELTO MAPPED PRESENT a a a a a <br /> CONTOUR LINES. 1 <br /> F9W <br /> S. <br /> DURNGEXCAVATION,D'ERE IFASMUCH AS <br /> THEGUE,ANDROONDTRENCCEPOUCAMNG <br /> IS <br /> FEASIBLE,ANDSMOOID SURFACEFOLLOWING 1S <br /> CKCAVATION TO AVOID ADEQUATE <br /> TOP FLOWS. 0 <br /> •\ COMPACTION MUST BE ADEQUATE TO PREVENT Ey SSTNG ROA 30'MIN TYPICAL <br /> BURYGEOTE%TILE UNDERCUTTING FLOWS, y�= •• 42 <br /> IN TRENCH W Z <br /> BACKUP SUPPORT <br /> GEE STANDEFORSICI FENCE �e'2' (TYPICAL) <br /> EICAL) (TYPICAL) --------- - i3 QI mG' <br /> L 4 SEE SPECIFICATION \\ O (TYPICALI <br /> r� SECTION 9-33.3(1),TABLE � -��- .�+ <br /> PERMEABLE BALLAST TYNCAL SEE �S••••• <br /> STANOARDSPECIFICATION <br /> SECTION9L3.9I2) <br /> TYPICAL INSTALLATION DETAIL FABRIC 1'MIN <br /> \ i ppD (GEOTEKTLE) IENGTH AS REQUIRED 100 MIN,EKCEPT DEPTH <br /> (TYPICAL) MAY BE REDUCED TO SO MIN FOR wpim <br /> INSTALL BACKUP SUPPORT FOR SITES WITH LESS THAN ONE ACRE <br /> OF EXPOSED SOIL OR APPROVED BY INSPECTOR <br /> THE GEOTEKTILE SEE STANDARD <br /> SPECIFICATION SECTION 8.01.3(9)A <br /> + SO L <br /> III STABLUlATON FROM THE�OGEOFTHE EtlSTNG PROVIDE FULL WIDTH OF <br /> S pP� SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER ROADWAY TO THE CONSTRUCTION E—NQ, PROVIDE <br /> ULLSSAREA <br /> A" C(EG TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE 45 ORAS DIRECTED BY THE ENGINEEfl 15'MIN ^1 /^ <br /> bQp,f FENCE ATTIRE OVERLAP. £ a^- J <br /> a SPLICE DETAIL 2 <br /> TYPICAL SILT FENCE -DOT STD PLAN I-30.10-02 ACCEPTABLE SUBSTITUTE a ISOMETRIC VIEW I..L <br /> —PT STEEL POST REQUIRED <br /> WITH BACKUPSUPPORT WSDOT STO PIAN 480.1002 ACQPTABIESUBSTITUTE <br /> - CONSTRUCTION ENTRANCE <br /> ISOMETRIC CITY OF EVERETT CITY OF EVERETT <br /> 3R ` /1 moi'pt PUBLIC WORKS DEPARTMENT en PUBLIC IINI DIPAI EENT W <br /> �� N .x wmeTemn iw�T wnu"'"Yw 03/1)/201] 6a Mss i`u `wxTwEu 03/1]/201] <br /> ,@ TEMPORARY SILT FENCE214 CONSTRUCTION ACCESS 201 C) <br /> �e ?g <br /> �,Y1 NOTES <br /> DRAINAGE GRATE S MALI I^ 2 CAO HF THE INSERTS SHALL BE aEMOVED ATTIRE N DO <br /> THE PROTECT. L11 O-LTJ <br /> TRIM BASIN INSERTS ARE ONLY TO BE INSTALLED IN Q W ; <br /> DRAINAGE DEVICES PER THE MAN UFACTURES'S <br /> RECOMMENDATIONS.CATCH BASTN IN-INSERTS Q O In <br /> GRATE FRAME SHALL BE INSTAL LED IN CURB INLETS. O Cn N <br /> OVERFLOW BYPASS <br /> Lf)In <br /> SEDIMENT BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLEOP IDR TO N N <br /> AND DEBRIS DEVICE CLEARING ANO GRADING ACIIVffY,OR UPONa I V <br /> PLACEMENT OFANEWCATCHBASIN. W L3.1 wr <br /> FILTERED WATER 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT <br /> WHEN IT BECOMES ONE THIRD FULL OR IN C LU <br /> ACCORDANCE WITH THE MANUFACTURES' <br /> INSTRUCTIONS. LU <br /> N <br /> 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY <br /> REMOVING THE INLET INSERTS,EMPTYING,AND <br /> RE-INSTALLING ITINTOTHE CATCH BASIN.W NOT <br /> WASH SEDIMENT INTO STORM DRAINS WHILE V <br /> CLEANING. Q z <br /> 6. SIZE THE BELOW INLET GRATE DEVICE IBIGDI FOR THE <br /> STORM WATER STRUCTURE IT WILL SERVICE. <br /> 7. THE BI GD SHALL HAVE A BU I LT IN HIGH—RELIEF Z <br /> SECTION VIEW SYSTEM(ONERFmw BYPASS). W <br /> 8. THERETRIEVAL SYSTEM MUST ALLOW REMOVAL OF C W <br /> THE BI GO WITHOUT SPILLING THE COLLECTED `J W <br /> MATERIAL. <br /> PERFORM MAINNANCE IN AC <br /> RETRIEVAL—EMB STANDARD SPECIFICATION B-013I15(pNCE WITH O Z <br /> TYPICAL <br /> LU <br /> DRAINAGE GRATE <br /> c a <br /> WSDM MPLANI-0O.200DACCEPTABMSUBSTITUTEIF 0 <br /> BELOW INLET GRATE = <br /> Q MAINTENANCE MEETS NOTES I-5U) <br /> G DEVICE OVERFLOW BYPASS O) Z <br /> S TYPICAL /� C > ?) <br /> .e CITY OF EV J O <br /> PUBLIC WORKS DEPARTMENT U) <br /> AR /� <br /> :iariiKUei«ix'o:Fiwi,.,.i�. 13/30/%2016 N 1 , LQlf <br /> I ^S ISOMETRIC VIEW STORM DRAIN INLET Li F Z a <br /> gE PROTECTION210 'Lu <br /> 0 � <br /> ZW Q <br /> W > Lu <br /> � O LLUL m <br /> 0E- <br /> 2 oZ <br /> O N <br /> U a <br /> rR�17-1004 N BRAW <br /> ,E. 5/30/18 <br /> CALL_ 48 HOURS .E. N.T.S. <br /> BEFORE YOU DIG <br /> 811 -NI 3 of 7 <br />