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SEDIMENTSHALL BE REMOVED FROM THE UNIT <br /> TS' PRESENT WHEN IT BECOMES ONE THIRD FULL OR IN <br /> ACCORDANCE WITH THE MANUFACTURES' <br /> INSTRUCTIONS. ¢ ul <br /> w ('J <br /> S. SEDIMENT REMOVALSHALL BE ACCOMPLISHED BY y Z <br /> 25 REMOVING THE INLET INSERTS,EMPTYING,AND <br /> EXISTING ROAD RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT Z O <br /> 30'MIN TYPICAL WASH SEDIMENT INTO STORM DRAINS WHILE O 3 O <br /> O <br /> CLEANING. N <br /> j ro O <br /> 6. SIZE THE BELOW INLET GRATE DEVICE SIGD)FOR THE <br /> STORM WATER STRUCTURE IT WILL SERVICE. <br /> / ]. THEBL HAVE <br /> BYPASS). <br /> HIGH-FLOW RELIEF w <br /> SYSTEMM SHALL <br /> (OVERFLOW <br /> LOSS). rn w <br /> ------- __ K PER EABLEBALIASTTYPICALSEE SECTION VIEW <br /> STANDARD SPECIFICATION S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF <br /> \� SECTION 9-03.9(2) THE BIGO WITHOUT SPILLING THECOLLECTED O <br /> MATERIAL. Z <br /> 1'MIN <br /> LENGTH AS REQUIRED 100'MIN,EXCEPT DEPTH 9. PERFORM MAINTENANCE IN ACCORDANCE WITH <br /> MAYBE REDUCED TOW MIN FOR RETRIEVAL SYSTEM STANDARD SPECIFICATIONS 01.3(15). <br /> SITES W ITH LESS THAN ONE ACRE TYPICAL TYPICAL <br /> OF EXPOSED SOIL OR APPROVED BY INSPECTOR <br /> Y DRAINAGE GRATE LEyyClg <br /> PLACE CONSTRUCTION GEOTEXTILE FOR SOIL B �� T <br /> STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF O <br /> ROADWAVTO THE CONSTRUCTION ENTRANCE, INGRESS EGRESS AREA z <br /> OR AS DIRECTED By THE ENGINEER 15'MIN <br /> 54944 <br /> 8 WSDOTSTD PLAN I-W.20-OO ACCEPTABLE SUBSTITUTE IF OAFS'rr0 ` ta� <br /> ISOMETRIC VI EW `g BELOW IN CISTS <br /> LET GRATE MAINTENANCE MEETS NOTES 1-5 �a Y <br /> CONSTRUCTION ENTRANCE MOOT STD PLAN 1-W.1"2 ACCEPTABLE SUBSTITUTE g DEVICE OVERFLOW BYPASS <br /> TYPICAL <br /> CITY OF EVERETT i CITY OF EVERETT THE AS-BUILT INFORMATION <br /> PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT <br /> �tw W TMPi1X �sx.a. � SHOWN ON THIS PLAN IS PER <br /> of/ii/zo1] w 12/30/2016 AFIELD SURVEY PERFORMED <br /> x= ISOMETRIC VIEW BY MEAD GILMAN ASSOCIATES <br /> CONSTRUCTION ACCESS STORM DRAIN INLET AND OR RECORD DATA <br /> 2019 O PROTECTION 210A PROVIDED BY THE <br /> CONTRACTOR. <br /> STABILIZED CONSTRUCTION ENTRANCE STORM DRAIN INLET PROTECTION <br /> NOT TO SCALE NOT TO SCALE zo <br /> H <br /> z <br /> z_ <br /> x <br /> m <br /> a <br /> 3 <br /> z <br /> z <br /> 0 <br /> 0 <br /> U <br /> 2 <br /> m <br /> NOTES o <br /> ATTACH IN A MANNER THAT POST SEE WSOOT STANDARD O <br /> ASSURES FABRIC IS FIRMLY SPECIFICATIONS B-01.3(9)A 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT <br /> HELD BY THE BACKUP SUGHTLYUPSLOPE TO PREVENT SEDIMENT FROM U <br /> SUPPORT IN A WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. <br /> RED E POTENTIAL LU <br /> FOR FABRIC <br /> 2. PERFORM MAINTENANCE IN ACCORDANCE WITH <br /> FOR FA TEARING FASTEN GEOTEXTILE TO WSOOT STANDARD SPECIFICATIONS 8-01.3(9)A <br /> BACKUP SUPPORT <br /> POST EVERY 6'IN O.C. AND B-01.3(15). <br /> I�LI 3. SPLICEMP SHALL LOCATIONS. <br /> NEVER BE PLACED IN LOW SPOTS N <br /> ORS OR SUM AREAS,THE <br /> EFENCEPLICES RE MAY EEDTATED N �L <br /> LOW OR SUMP AREAS,THE FENCE MAV NEED TO W <br /> BACKFIUED& SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. ICJ (� <br /> COMPACTED - -- �6/6(MIN GRADE) v <br /> NATIVE SOIL GEOTEXTILE 4. INSTALL SILT FENCING PARALLEL TO MAPPED <br /> \ UVSTA I TENSILE STRENGTH, CONTOUR LINES. <br /> \/� <br /> UV STABILIZED <br /> FLO\� 5. DURING EXCAVATION,MINIMIZE DISTURBING 7 (n <br /> THE GROUND AROUND TRENCH AS MUCHASIS L J <br /> FEASIBLE,AND SMOOTH SURFACE FOLLOWING <br /> EXCAVATION TO AVOID CONCENTRATING FLOWS. O <br /> �\ COMPACTION MUST BE ADEQUATE TO PREVENT <br /> BURY GEOTEXTILE UNDERCUTTING FLOWS. LLJ <br /> IN TRENCH U Q <br /> CD <br /> GEOTEXTILE FOR SILT FENCE BACKUPS PPORT(TYPICAL) <br /> r Qf SEE STANDARD SPECIFICATION v y0� STEEL POST /r m w w <br /> r S (TYPICAL) \LECTION 9-33.2(1),TABLE 6 \ J U <br /> O <br /> 0 <br /> TYPICAL INSTALLATION DETAIL �i\. -.L / '�cE°°� FABRIC / <br /> /i'pPOS� (GEOTEXTILE) CLIENT <br /> (TYPICAL) <br /> INSTALLBACKUPEE STANDARD THE <br /> o q SPECIFICATPORTFOR <br /> TIION SECTION <br /> S PACIFIC RIDGE HOMES <br /> 17921 BOTH ELL-EVERETT H WY <br /> SUITE 100 <br /> I' �o SP FENCE a 7 II BOTHELL,WA 98012 <br /> j TO <br /> ONTSILT SECTIONS SHALLR MESCAPING ENOUGH TOGETHERTH i <br /> o, 3 7 i yj EOK TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br /> FEN CEATTHEOVERLAP. (425)43B$444 <br /> SPLICE DETAIL <br /> I/ WSDOT STD PLAN I-30.10-02 ACCEPTABLE SUBSTITUTE <br /> P TYPICAL SILT FENCE <br /> EXCEPT STEEL POST REQUIRED <br /> WRH BACKUP SUPPORT <br /> CITY OF EVERETT <br /> �B, ISOMETRIC C I P I H <br /> X Fe�/� pP° TT PUBLIC WORKS DEPARTMENT <br /> 03/1]/2017 <br /> �m ee _ TEMPORARY SILT FENCE 214 CONSULTANTS <br /> j g Site Planning•CIA Engineering <br /> Landscape Architecture•Land Use Consulliing <br /> u,w0 11321-B NE IMI,Sheet <br /> TEMPORARY SILT FENCE Litt, <br /> uthWenatchee,Hene,S <br /> 1 Suite <br /> o Y WenctO,WA 9NEI•(509)917 31 <br /> of NOT TO SCALE www.cphconsulrants.com <br /> PROJECT NO. <br /> oQ <br /> 0132-21-028 <br /> �o <br /> DRAWING <br /> C1.100 <br /> 0� <br /> a\ w.r.below.x Call B:tore w�a�e. SHEET 6 OF q5 <br /> ®zozz cvn rbnsvl�eN,uc.nII RI rn:Reservm. <br />