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EASEMENTANDUTILITYNOTES TESC&GRADING NOTES �T��� (� �7
<br /> 1. (P MIN SEPARATION BETWEEN CRY OPERATED UTILITIES AND OTIMER PRIVATE AND PUBLIC OPERATED UTILITIES I. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTATED PRIOR TO All OTHER CONSTRUCTION. 1Y YY 114,SEC. 1,°,28 1N•,R.4 E., W.M. NOTES
<br /> (PUMA CABLE N,PHONE C45 ETC.)
<br /> 2, WHERE POSSIBLE,MAINTAIN NATURAL VEGTATION FOR SILT CONTROL. CITY OFEVERTT, WASIIINGTON 1. STABILIZED CONSTRUCTION ENTRANCE SHALL
<br /> 2. NON CITY OPERATED PUBLIC UTILITIES MAY CROSS CITY EXCLUSIVE EASEMENT ONLY BETWEEN 450 AND 900 MEET THE REQUIREMENTS OF WSDOT STANDARD
<br /> WITH RIDGED STEEL CONDUIT OR PVC CONDUIT ENCASED IN RED CONCRETE AT THE PUBLIC WORKS J. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE,TI1E EROSION CONTROL FACILITIES SPECIFICATION SECTION 8-01.3(S
<br /> INSPECTORS OPTION. SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY ENGINEER TO ENSURE CONTINUING TESSC NOTES
<br /> J. CONDUIT OUC77N6 SHALL HAVE A MINIMUM COVER OF J'AND NOT OBSTRUCT CROSSING BY OTHER UTILITIES EPoSION/SEDIMENTATION CONTROL.
<br /> FOR A VERTICAL DISTANCE GREATER THAN 3'IN EITHER EASEMENT. I. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BFUGGED FOR EASY IDENTIFICATION
<br /> 4. ALL DISTURBED AREAS THAT WILL BE LEFT FOR JO DAYS OR MORE DURING THE PERIODS OF MARCH 1 TO BEFORE CLEARING TAKES PLACE AFTER THESE AREAS ARE FLAGGED AI CLEARING 11MRS ARE APPROVED,
<br /> MAY 15 AND AUGUST 15 TO OCTOBER i SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD AN AREA WIDE ENOUGH iD INSTALL A SILT FENCE AT THE CLEARING UiS,BY HAND OR MECHANICAI.
<br /> 4. ONLY CITY OPERATED GRANTED
<br /> SHALL BE ALLOWED WITHIN CITY EXCLUSIVE EASEMENT NO OTHER APPROVED BY THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION METHODS,MAY BE CLEARED.THE TOP OF THE SILT FENCE SHALL BE FLAGGED AFTER INSTALLATION.IF A
<br /> EASEMENTS MAY BE GRANTED WITHIN THE LIMITS OF THIS EASEMENT. IS ASSURED.IN ADDITION TO SEEDING,SLOPES OF 25%OR GREATER WILL BE MULCHED WITH 2.0 TONS OF SILT FENCE IS NOT REQUIRED,THE AREA SHALL BE DELINEATED USINGN ORANGE BARRIER.
<br /> STRAW PER ACRE,OR WITH AN APPROVED EQUAL.
<br /> 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUED,OPERATIONAL,AND INSPECTED
<br /> 1. FOR ANY EASEMENT ACCESS OR EASEMENT WITH PUBLIC UTILITIES,THE CITY ENGINEER SHALL DETERMINE INSTALL DRIVEWAY CULVERT
<br /> DISTURBED AREAS THAT WILL BE LEFF EXPOSED FOR 7 DAYS OR MORE,AND IMMEDIATELY TO SLOPES
<br /> DURING THE REST OF THE YEAR,TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO BY THE PUBLIC WORKS INSPECTOR PRIOR TO INMA77ON OF CLEARING ID GRUBBING OPERATIONS. IF THERE IS A ROADSIDE DITCH
<br /> THE REQUIRED EASEMENT WIDTH EASED ON CITY STANDARDS. GREATER THAN 25%WILL BE LEFT EXPOSED FOR J DAYS OR MORE J. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION IMLVING BOTH THE DEVELOPED AND PRESENT
<br /> PUBLIC WORKS INSPECTOR.NO TREES SHALL BE REMOVED UNTIL PERMSION IS OBTAINED FROM THE 25
<br /> 2. WITH THE EXCEPTION OF THE EASEMENT ACCESS DRIVE,NO NEW DRIVEWAYS OR PARKING AREAS WILL BE 5. THE PUBLIC RIGM-OF-WAY SWll!BE KEPT CLEAN TRACKING OF MUD AND DEBRIS FROM THE SITE WILL APPROPRIATE PAR170
<br /> PERMITTED WITHIN THE FRONT YARD SETBACK AREA FOR ALL L07S THAT FRONT ON THE PUBLIC STREET. NOT BE ALLOWED.FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE
<br /> J. ACCESS OFF AN EASEMENT DRIVE IS LIMITED TO ONE TWENTY FOOT DRIVEWAY AND CURB CUT PER LOT. BEING STOPPED. 4. WHERE POSSIBLE,NATURAL VEGETATION SHALL BE MAINTAINED FOR ERGION AND SEDIMENT CONTROL,
<br /> THE DRIVEWAY SHALL NOT EXCEED TWENTY FEET IN WIDTH FOR A DISTANCE OF TWENTY FEET FROM THE 6. GRADING OUTSIDE CRY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70,UNIFORM BUILDING CODE. 5. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE,TIE EROSION CONTROL FACILITIES �Y5TYNG ROAD EASEMENT ACCESS DRIVE CURB.THE MINIMUM PARKING STALL WIDTH FOR TWO CARS IN FRONT OF THE SHALL BE&WMTANED AND/OR ALTERED AS REQUIRED TO ENSURE COATNUING EROSION/SEDIMENT 30'MIN TYPICAL
<br /> GARAGE IS 20 FEET BY 20 FEET-TWO(2)STALL1 THE MINIMUM PARKING PAD FOR 4 OFF-STREET IS 7. COMPACT ALL FILLS TO MINIMUM 95X MAXIMUM DENSITY. CONTROL.
<br /> 20 FET BY 40 FEET.
<br /> 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO 6. APPROVAL OF THIS PUN DOES NOT CONSTITUTE AN APPROVAL OF DEWN,SIZE NOR LOCATION OF
<br /> 4. SURFACE PARKING G AREA MAY
<br /> SURFACE PARKING E ONLY PERMITTED ON A LOT WITH AN EXISTING INSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM.AS CONSTRUCTION PERMANENT PIPES,RESTRICTURS OR DETENTION FACILITIES BUT IS AN4PPROVAL OF EROSION AND
<br /> HOUSE THE PARKING AREA MAY NOT BE BETWEEN THE EXISTING HOUSE AND THE PUBLIC STRET THE PROGRESSES AND UNEXPECTED(SEASONAL)CONDITIONS DICTATE,MORE SILTA7ION CONTROL FACILITIES MAY SEDIMENT CONTROL BMP'S ONLY. -"
<br /> PARKING PAD MUST BE A MINIMUM OF 20 FEET BY 40 FEET AND BE A MINIMUM OF 5 FEET AWAY FROM BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT THEREFORE,WRING -------
<br /> ANY NEW PROPERTY LINE AND MAY NOT BE WITHIN THE REQUIRED OPEN SPACE. THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLICA77ON AND RESPONSIBILITY OF THE CONTRACTOR TO 7- THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KMWN,AVAILABLE,AND REASONABLE
<br /> 5. GARAGES:ENC18.28.150 ON ALL NEW LOTS WHERE PROPOSED SINGLE FAMILY DWELLINGS ARE PROPOSED A ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL MEANS OF CONTROLLING AIR POLLUTION,INCLUDING DUST.DUST CAN BE CONTROLLED BY WETTING _ r PERMEABLE BALLAST TYPICAL SEE
<br /> (
<br /> TWO 2)CAR GARAGE IS REQUIRED. FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. EXPOSED SOILS,WASHING TRACK WHEELS BEFORE LE40NG THE SITE,AND INSTALLING AND MAINTAINING - O STANDARD SPECIFICATION
<br /> ROCK CONSTRUCTION EMWWOES CONSTRUCTION VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND �� SECTION 9-03.9(2)
<br /> 9. SUITABLE N4TIVE M47ERAL EXCAVATED DURING TRENCHING SHALL BE USED FOR TRENCH BACKFILL UNLESS ANY EVIDENCE OF TRACKOUi CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR THE PUGT
<br /> 6. EMC18.28.120 ALL DEVELOPMENT STANDARDS FOR EASEMENT ACCESS DRIVE MUST BE MET. NOTIFIED BY THE CITY ENGINEER THAT THE NATIVE MATERIAL IS UNSUITABLE.THE CRY ENGINEER,OR HIS SOUND AIR POLLUTION CONTROL AGENCY.INE ITS1'MIN
<br /> CONTRACTOR RESPONSIBILITY FOR EROSION/SILTATION CONTROL SUITABILITY FOR USE AS BACKFIELLX.CAVATED NATIVE MATERAL WILL BE CONSIDERED 94TNE MATERIAL AT THE 77ME SUITABLEATION FOR TRENCH BAMCKFlLL LENGTH AS REQUIRED 100'MIN,EXCEPT
<br /> 8. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF TIME DAY AND MATERIAL DEPTH
<br /> IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM WATER RUNOFF BE IF IT IS EXCAVATED DURING UNDERGROUND U77UTY CONSTRUCTION SWILL BE PLACED ON THE UPHILL SIDE OF MAY BE REDUCED TO 5U MIN FOR TYPICAL
<br /> TRENCHES(WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERADONS). SITES WITH LESS THAN ONE ACRE
<br /> CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND TO MAINTAIN WATER QUALITY.ANY AND ALL A. CAPABLE OF ATTAINING THE DEGREE OF COMPACTION SPECIFIED IN D COMPACTION OF EXPOSED SOIL OR APPROVED BY INSPECTOR
<br /> MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONTRACTOR. B. WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT NOTES
<br /> 1. REGARDLESS OF SITE,WEATHER,SOIL OR 07HER CONDITIONS,THE CONTACTOR SHALL BE FULLY C. REASONABLY FREE OF ORGANIC WTERAL,CLAY,FROZEN LUMPS,ROCKS OR OTHER DELETERIOUS I. CRY STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS AT ALL TIMES DURING CONSTRUCTION.DUST
<br /> RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND THAT POLLUTED OR MAC' SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY PUBLIC WORKS INSPECTOR. PLACE CONSTRUCTION GEOTEX7ILE FOR SOIL
<br /> SILT-LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY CREEK,STREAM,WEnAND OR 10. UNSUITABLE H4CKFlLL MATERIAL SHAH.BE REMOVED FROM THE SlIE AND HAULED TO AN APPROVED STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF
<br /> WATER BODY ON THE SITE 2. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN JO DAYS OF COMPLETION OF CONSTRUCTION.IF ROADWAYTOTHECONSTRU T N ENTRANCE, INGRESS/EGRESS AREA
<br /> DISPOSAL SUE.THE CITY ENGINEER SHALL BE PROVIDED WITH THE LOCATION OF ALL DISPOSAL SITES TO RESEEDING IS NOT PRATICAL DUE TO WEATHER OR SEASONAL PROBLEMS,THE GROUND MUST BE COVERED OR AS DIRECTED BY THE ENGINEER 15'MIN
<br /> 2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PUN,THE CONTRACTOR SHALL BE RESPONSIBLE BE USED AND ALSO COPIES OF THE PERMITS AND APPROVALS OF SUCH DISPOSAL SITES. WITH MULCH AS DIRECTED BY THE CITY ENGINEER.
<br /> FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS,'BEST MANAGEMENT PRACTICES'(BM%,FOR 11 IMPORTED MATERIAL SHALL MEET THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN SECTION J.16.1.3 3. TEMPORARY'EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVITY MUST BE OPERATIONAL PRIOR 70
<br /> STORM WATER TREATMENT AND CONTROL TH4T MET THE REQUIREMENTS OF BOTH THE WASHINGTON STATE OF THE DESIGN AND CONSTRICTION STANDARDS AND SPECIFICATIONS,OR CRUSHED SURFACING TOP COURSE COMMENCEMENT OF ANY CLEARING OR EARTHWORK.
<br /> DEPARTMENT OF ECOLOGY AND
<br /> THE C17Y OF EVERETT. AS SPECIFIED IN SECTION 9-03.9(3)OF ME 1991 STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND 1 ISOMETRIC VIEW
<br /> J THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE PROJECT ENGINEER MUNICIPAL CONSTRUCTION. 4. ANY GRADING/FILL ON THIS SITE SHALL BE DONE IN A MANNER THAT DOES NOT IMPACT THE SURROUNDING WSDOT STD PLAN I-80.10-02 ACCEPTABLE SUBSTITUTE
<br /> AND THE CITY INSPECTOR.IN THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE PROPERTIES CONSTRUCTION ENTRANCE
<br /> TO 12. TRENCH DACKFILL SHALL BE SPREAD IN LAYERS AND COMPACTED BY MECHANICAL TAMPERS OF THE IMPACT
<br /> LAND CONSULT WITH THE CONTROLLING
<br /> NGINEERAND STO FIND AN APPROPRATE REMEDY.ILTATION,THE CONTRACTOR SHALL I ALL TYPE TELY REPORT
<br /> TYPE APPROVED BY THE CITY ENGINEER,THE 114CKFlLL MATERIAL SHALL BE PLACED IN SUCCESSIVE LAYERS EROSION CONTROL DEVICES NOTES CITY OF EVERETT
<br /> ACTIVITIES,WITH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES,SHALL CEASE UNTIL WITH THE FIRST LAYER NOT TO EXCEED 2 FEET ABOVE THE PIPE,AND THE FOLLOWING LAYERS NOT �§ PUBLIC WORKS DEPARTMENT
<br /> SUCH TIME AS THE WATER LIONQUALITY IS EROSION
<br /> ABROUGH UNDER CONTROL. EXCEEDING 12 INCHES IN LOOSE THICKNESS,WITH EACH LAYER BEING COMPACTED TO THE DENSITY ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE REQUIRED AS PER INSPECTORS DIRECTION DURING ,_,
<br /> SPECIFIED BELOW, CONSTRUCTION. m, 04 03 2017
<br /> 4. THE CONTACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND ANTICIPATING STORM A IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE COMPACTED TO 90%OF MAXIMUM
<br /> ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN ANTICIPATION OF THE WFATIMER. DRY DENSITY TO WITHIN 3 FEET OF SUBGRADE ME UST 3 FEET SHALL BE COMPACTED TO 95X OF CONSTRUCTION ACCESS 201
<br /> 5. ALL SUPPLIES AND M47ER14LS NECESSARY FOR IMPLEMENTING BMPs SHALL BE STORED ON SITE AND SHALL MAXIMUM DRY DENSITY.
<br /> BE IMMEDIATELY AVAILABLE FOR USE.SUCH SUPPLIES AND MATERIALS STALL INCLUDE,BUT NOT BE LIMITED B. UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 90X OF MAXIMUM DRY DENSITY.
<br /> LA TO,SW 84LES OR OTHER MULCHING MATERIAL,SILT FENCING AND STAKES,FILTER FABRIC,ETC. 1 TEWORARY CONS TRUCTIGNENTRANCE
<br /> 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS,CONMC70R SHALL MONITOR ALL EROSION 13. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A �• N.T.S.CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SILTATION S477SFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED,
<br /> CONTROL MEASURES ABOVE ALL OTHERS. PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL,AND THE POTENTIAL FOR EROSION HAS PASSED.
<br /> 14, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,SIZE,NOR LOCATION OF PIPES,
<br /> RESTRICTORS OR DETENTION FACILITIES BUT IS AN APPROVAL OF GRADING AND SEDIMENTATION CONTROL
<br /> PUN ONLY.
<br /> NOTES
<br /> 5"MAX 1. CATCHBASININSETITS SHALL BE REMOVED ATTHE
<br /> END OF THE PROJECT.
<br /> DRAINAGE GRATE TRIM
<br /> 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN
<br /> DRAINAGE DEVICES PER THE MANUFACTURES'S
<br /> GRATE FRAME SHALLE INSTAL INSTALLED IN CURB INLDATIONS.CATCH ETS.
<br /> NOTES INSERTS
<br /> OVERFLOW BYPASS •
<br /> NOTES SEDIMENT BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO
<br /> AND DEBRIS DEVICE CLEARING AND GRADING ACTIVITY,OR UPON
<br /> ATTACHINAMANNER FIRMLY
<br /> POSTSEEWONS 8-0ANDARD 1. INSTALLTHE ENDS OF THE SILT FENCE TO POINT PLACEMENT OF ANEW CATCH BASIN.
<br /> ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM
<br /> HELD RT IN A BACKUP FILTERED WATER Know whets below.
<br /> SUPPOR7INA WAY THAT FLOWING AROUND THE ENDS OF THE FENCE. 4. SEDIMENTSHALL BE REMOVED FROM THE UNIT
<br /> REDUCES THE POTENTIAL WHEN IT BECOMES ONE THIRD FULL OR IN Call before you dig.
<br /> FOR FABRIC TEARING� 2. PERFORM MAINTENANCE IN ACCORDANCE WITH ACCORDANCE WITH THE MANUFACTURES'
<br /> POST EVERY 6E NI D.C. AND8-013(15�STANDARD SPECIFICATION58-01.319IA NS7RQa1DN5. &ff=CONFLICTNOTE.•
<br /> S. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY
<br /> BACKUP SUPPORT 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS REMOVING THE INLET INSERTS,EMPTYING,AND CAUTION.'
<br /> OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br /> °qV 3E LOW OR SUMP AREAS,THE FENCE MAY NEED TO WASH SEDIMENT INTO STORM DRAINS WHILE DIMENSION,AND DEPTH OF ALL EXISTING UPLIIES WHETHER SHOWN ON THESE
<br /> BACKFILLED& I'' F SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. CLEANING. PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br /> COMPACTED �6/6(MIN GRADE) AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE
<br /> NATIVE SOIL 4. INSTALL SILT FENCING PARALLEL TO MAPPED 6. SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE CALLING URLRY LOCATE 01-800-424-5555 POTHOLING ALL OF THE EXISTING
<br /> �GEOTEXTILE UVSTA NTENSILE STRENGTH, CONTOUR LINES. STORM WATER STRUCTURE IT WILLSERVICE. UTILITIES AT LOCATIONS OF NEW UTIIITY CROSSINGS TO PHYSICALLY VERIFY
<br /> \ UV STABILIZED
<br /> FLOW WHETHER OR NOT CONFLICTS EXIST.LOCA77ONS OF SAID UTILITIES AS SHOWN
<br /> S. DURING EXCAVATION,MINIMIZE DISTURBING 7. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF ON THESE PUNS ARE fl4SED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br /> THE GROUND AROUND TRENCH AS MUCH AS IS SYSTEM(OVERFLOW BYPASS). ARE SUBJECT TO VARIATION.IF CONVICTS SHOULD OCCUR,THE CONTACTOR
<br /> FEASIBLE,AND SMOOTH SURFACE FOLLOWING SECTION VIEW SMALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br /> EXCAVATION TO AVOID CONCENTRATING FLOWS. 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> COMPACTION MUST BE ADEQUATE TO PREVENT THE BIGD WITHOUT SPILLING THE COLLECTED
<br /> BURY GEOTEXTILE UNDERCUTTING FLOWS. MATERIAL
<br /> IN TRENCH
<br /> ° S BACKUP SUPPORT 9. PERFORM MAINTENANCE IN ACCORDANCE WITH
<br /> .QI GEOTEMILE FOR SILT FENCE \ �'Jb STEEL POST STANDARD SPECIFICATION 8-01.3(15).
<br /> v\ (TYPICAL) RETRIEVAL SYSTEM
<br /> n� SEE STANDARD SPECIFICATION !fi, TYPICAL
<br /> SECTION 9-33.2(1),TABLE 6 t (TYPICAL)
<br /> DRAINAGE GRATE
<br /> TYPICAL INSTALLATION DETAIL
<br /> FABRIC
<br /> (GEOTEXTILE)
<br /> (TYPICAL)
<br /> INSTALL BACKUP SUPPORT FOR e
<br /> THE GEOTEXTILE SEE STANDARD
<br /> I�(fL BELOW INLET GRATE WSDOT STD PLAN 1-40.20-00 ACCEPTABLE SUBSTITUTE IF
<br /> y SPECIFIG4TION SECTION 8.01.3(9)A // I /�T p DEVICE OVERFLOW BYPASS MAINTENANCE MEETS NOTES 1-5
<br /> 5 \' /// /I I E TYPICAL
<br /> SPL ICED FENCE SECTIONS SHALL BECLOSE ENOUGH TOGETHER Z CITY OF EVERETT
<br /> A LSE TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE q 4-PUBLIC WORKS DEPARTMENT '
<br /> AS RQOtE FENCE AT THE OVERLAP. tl' HWTM ""'1A'M 12/30/2016
<br /> SPLICE DETAIL AISOMETRIC VIEW STORM DRAIN INLET
<br /> TYPICAL SILT FENCE EXCEPT STEEL POST REQUIRED
<br /> LAN 1-TSTDACCEPTABLE SUBSTITUTE PROTECTION 210 INSIGHT ENGINEERING CO.
<br /> WITHBACKUP SUPPORT
<br /> 478
<br /> ISOMETRIC CITY OF EVERETT P.O-TT, - 98
<br /> PUBLIC WORKS DEPARTMENT 3 CATCH BASIN/INLET SED&=ATIONTRAPTYPE'C' EVERETT,WA 98936
<br /> (425)303INSIG (425)303-9362 FAX
<br /> 03 ii xov C2,] N.T.S. (STD. DWG.210) IIQF'O@INSIGHTENGINEERING.I°IET
<br /> , @ r TEMPORARY SILT FENCE 214 SITE ADOREss 5VER�WAR 820
<br /> ttg TAX ACCOUNT NGS, 00416600000400
<br /> FILTER FABRIC REV.NO.. DESCRIPTION INITIALS DATE
<br /> 2
<br /> C2, N.T.S. (STD. DWG.205) R k
<br /> ti QY W"syi 9� NW 114,SEC.1,T.28 M,R.4 E.,W.M.
<br /> OAK BAY EVERETT
<br /> ,ey DWG FILENAME I DESIGNED BY: DATE. SCALE: JOB NO.:
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<br /> A 4STE4 ti iB0837-FlN4LDWG JRC 02-26-2019 1'-10' 18-0937
<br /> S'rJONAL SHEET
<br /> 0810812019 TESL NOTES C2.1
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