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TBLOCK TBLOCK-ec PTN. OF SW 1/4,SE 1/4 OF SEC 14,TWP 28 N, R4E W.M. <br /> Q 2 <br /> 0 <br /> zm„' <br /> NOTES NOTES <br /> ? 0 1. STABILIZED CONSTRUCTION ENTRANCE SHALL 5"MA% 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE <br /> y M MEETTH E REQUIREMENTS OF WSDOT STANDARD L�L�I END OF THE PROJECT. <br /> (D N C SPECIFICATION SECTION"1.3(7). DRAINAGE GRATE TRIM <br /> N C ID 2. CATCH DRAINAGE DEVICES PER ASIN INSERTS ATHE MANUE ONLY OFACTURESS BE EO IN <br /> O N 1 RECOMMENDATIONS.CATCHBASININLETINSERTS <br /> CNJ Z GRATE FRAME SHALL BE INSTALLED IN CURB INLETS. <br /> OVERFLOW BYPASS <br /> N a SEDIMENT BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO <br /> DEVICE CLEARING AND GRADING ACTIVITY,OR UPON <br /> AND DEBRIS O <br /> PLACEMENT OF A NEW CATCH BASIN. <br /> V 0 INSTALL DRIVEWAY CULVERT tt <br /> IF THERE ISAROADSIDE DITCH FILTERED WATER 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT Z Ia <br /> 1 PRESENT WHEN IT BECOMES ONE THIRD FULL OR IN p <br /> N '1S ACCORDANCE WITH THE MANUFACTURES' N y <br /> L INSTRUCTIONS. <br /> W <br /> F 25 5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY m <br /> REMOVING THE INLET INSERTS,EMPTYING,AND w <br /> EpSTNG ROAU RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT LL <br /> 30'MIN TYPICAL WASHSEDIMENT INTO STORM DRAINS WHILECLEANING. <br /> '- 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE <br /> --- STORM WATER STRUCTURE IT WILL SERVICE. O <br /> 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF <br /> _ r PERMEABLE BALLASTTYPICAL SEE SECTION VIEW SYSTEM(OVERFLOW BYPASS). ffiA <br /> mp <br /> STANDARD SPECIFICATION 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF SECTION 9.03.9(2) THE IGO MATERIAL WITHOUT SPILLING THE COLLECTEDV MIN <br /> LENGTH AS REQUIRED 100-MIN,EXCEPT DEPTH 9. PERFORM MAINTENANCE IN ACCORDANCE WITH <br /> MAYBE REDUCED TO 50'MIN FOR TYPICAL RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15). <br /> SITES WITH LESS THAN ONE ACRE TYPICALOF EXPOSED SOIL OR APPROVED BY INSPECTOR <br /> DRAINAGE GRATE PLACE CONSTRUCTION GEOTEXTILE FOR SOIL BILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OFROADWAY TO THE CONSTRUCTIONENTRANCE, INGRESS/EGRESS AREAOR AS DIRECTED BY THE ENGINEER 15'MIN <br /> ISOM ETRIC VI E W BELOW INLET GRATE WSDOT SM PLAIN 140.20-00 MAINTENANCE MEETS NOTES 1-SEPTABLF SUBSTITUTE IF <br /> CONSTRUCTION ENTRANCE WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE DEVICE OVERFLOW BYPASS <br /> TYPICAL <br /> CITY OF EVERETT CITY OF EVERETT <br /> PUBLIC WORKS DEPARTMENT s PUBLIC WORKS DEPARTMENT <br /> 03/17/2017g �„ r _ 12/30/2016 <br /> ;f ISOMETRIC VIEW STORM DRAIN INLET <br /> CONSTRUCTION ACCESS 201b PROTECTION 210 0 <br /> Ip <br /> z <br /> x <br /> STABILIZED CONSTRUCTION ENTRANCE STORM DRAIN INLET PROTECTION 3 <br /> NOT TO SCALE NOT TO SCALE z <br /> O <br /> 0 <br /> x <br /> z <br /> rn <br /> NOTES Uj ~ <br /> ATTACH INAMANNERTHAT POST SEE WSDOT STANDARD 1. INSTALL THE ENDS Of THE SILT FENCE TO POINT /Y <br /> ASSURES HEBAABRIC ISFIRMLY SPECIFICATIONS B-01.3(9)A SUGHTLYUPSLOPE TO PREVENTSEDIMENT FROM LL <br /> HELD R IN AW BACKUP <br /> SUPPORT IN A WAYTHAT FLOWING AROUND THE ENDS OF THE FENCE. <br /> REDUCERIC T POTENTIAL 2. PERFORM MAINTENANCE IN ACCORDANCE WITH W <br /> FOR FABRIC TEARING FASTEN GEOTEXTILETO MD OT STANDARD SPECIFICATIONS8-01.3(9)A �L <br /> POST EVERY 6"IN O.C. AND"1.3(15). /cy !n <br /> BACKUP SUPPORT 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS '^ `c <br /> "' OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN UJ N <br /> _ q? LOWOR SUMPAREAS,THE FENCEMAYNEEDTO �L = <br /> BACKFILLED& ^'�/�SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. Q <br /> COMPACTED F��TE /�6/WM IN GRADE) 4. INSTALL SILT FENCING PARALLELTO MAPPED � <br /> �GEOTE%TIIE 1208 MIN TENSILE STRENGTH, CONTOUR LINES. O (` LU <br /> LU <br /> �X UV STABILIZED V <br /> FLOW S. DURING EXCAVATION,MINIMIZE DISTURBING V <br /> THE GROUND AROUND TRENCHASMUCHASIS �I W <br /> FEASIBLE,AND SMOOTH SURFACE FOLLOWING m W <br /> EXCAVATION TO AVOID CONCENTRATING FLOWS. J <br /> �\ COMPACTION MUST BE ADEQUATE TO PREVENT 1 s 1 ^ O <br /> BURYGEOTEXTILE UNDERCUTTING FLOWS. Uj �L 0 <br /> IN TRENCH <br /> ° �rF, BACKUPSUPPORT I 1 T U <br /> §� GEOTEXTILE FOR SILT FENCE $TEFL POST (TYPICAL) <br /> L SEE STANDARD SPECIFICATION \\ (TYPICAL) <br /> M SECTION 9-33.2(1),TABLE 6 / <br /> I , <br /> CLIENT <br /> o TYPICAL INSTALLATION DETAIL 'i\. ,�.�( FABRIC PACIFIC RIDGE HOMES <br /> (GEOTEXTILE) 17921 BOTHELL-EVERETT HWY <br /> $ I (TYPICAL) SUITE 100 <br /> INSTALL BACKUP SUPPORT FOR BOTHELL,WA 9$012 <br /> THE GEOTEXTILE SEE STANDARD <br /> �' I/ PHONE:(425)438-8444 <br /> SPECIFICATION SECTION 8.01.3191A� <br /> 3 \v CAaG A I I� <br /> \ I19 SQPppgF' SPLICED FENCE SECNONS SHALL BE CLOSE ENOUGH TOGETHER <br /> m O TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br /> FENCE AT THE OVERLAP. C P H <br /> SPLICE DETAIL <br /> pwi - I WSDOTSTD PLAN I-30.10.02ACCEPTABLE SUBSTITUTE <br /> z § TYPICAL SILT FENCE IX[EPTSTEEL POST REQUIRED <br /> p W"HBA«LIPS°"°"' CONSULTANTS <br /> PP ISOMETRIC CITY OF EVERETT Site Planning-Civil Engineering <br /> PUBLIC WORKS DEPARTMENT LOTdscope Archltectum-Land Use Consulting <br /> In , x_-:uiwuxvM 031]201] 11321-B NE 120th Sheet <br /> 5-2390 <br /> o? ? 1011S Oh Welwichhee Avuene Suit 3 <br /> 3E TEMPORARY SILT FENCE 214 we.mhee.WA 9ee01-(50)29a7731 <br /> w.cphconsulfanis.com <br /> PROJECT NO. <br /> s 0132-21-026 <br /> �a TEMPORARY SILT FENCE <br /> DRAWING <br /> i N NOT TO SCALE <br /> o � C1.100 <br /> o� <br /> atz Xh wham below. SHEET 5 OF 14 <br /> pCBll belOre ou tli. Cop,ot®2023 CPH ConsulWnis,LLC.All RIgh6 ReserveE. <br />