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SECTION 4 & 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
<br /> NOTES NOTES
<br /> 5"MAX 1.CATCH BASIN INSERTS SHALL BE REMOVED ATTHE 1. STABILIZED CONSTRUCTION ENTRANCE SHALL p
<br /> END OF THE PROJECT. MEET THE REQUIREMENTS OF WSDOT STANDARD F-
<br /> DRAINAGE GRATE TRIM SPECIFICATION SECTION B-01.3(7).
<br /> 2.CATCH BASIN INSERTS ARE ONLYTO BE INSTALLED IN G
<br /> DRAINAGE DEVICES PER THE MANUFACTURES'S N
<br /> RECOMMENDATIONS.CATCH BASIN INLET INSERTS Z
<br /> GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS. U
<br /> SEDIMENT BELOW INLET GRATE 3.CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO m
<br /> ,
<br /> DEVICE CLEARING AND GRADING ACTIVITY OR UPON LL
<br /> AND DEBRIS PLACEMENT OF A NEW CATCH BASIN.
<br /> INSTALL DRIVEWAY CULVERT W
<br /> FILTERED WATER 4.SEDIMENT SHALL BE REMOVED FROM THE UNIT IF THERE 15 A ROADSIDE DITCH m
<br /> d WHEN IT BECOMES ONE THIRD FULL OR IN �, PRESENT N
<br /> ACCORDANCE WITH THE MANUFACTURES'
<br /> INSTRUCTIONS.
<br /> W
<br /> 5.SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY
<br /> REMOVING THE INLET INSERTS,EMPTYING,AND 25 O M
<br /> RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT EXtSTLNG µOP v
<br /> WASH SEDIMENT INTO STORM DRAINS WHILE 30'MIN TYPICAL
<br /> CLEANING.
<br /> 6.SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE m
<br /> STORM WATER STRUCTURE IT WILL SERVICE. _ _ = REVISIONS
<br /> T THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF
<br /> SYSTEM(OVERFLOW BYPASS). l^ l^ 7 M N
<br /> SECTION VIEW PERMEABLE BALLAST TYPICAL SEE V, V,
<br /> B.THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF \\ STANDARDSPECIFICATION cc N m
<br /> THE BIGD WITHOUT SPILLING THECOLLECTED \\ SECTION9-03.9(2) W O V Ty N
<br /> MATERIAL. \ W >_ n
<br /> 9.PERFORM MAINTENANCE IN ACCORDANCE WITH LENGTH AS REQUIRED 100'MIN,EXCEPT 1'MIN \
<br /> RETRIEVAL SYSTEM STANDARD SPECIFICATION B-01.3(15). MAY BE REDUCED TO 50'MIN FOR T1P.aHL Z W
<br /> TYPICAL SITES WITH LESS THAN ONE ACRE /r� >
<br /> OF EXPOSED SOIL OR APPROVED BY INSPECTOR V
<br /> DRAINAGE GRATE Z D Q
<br /> E W ``^^ LL
<br /> 9 PLACE CONSTRUCTION GEOTEXTILE FOR SOIL V)
<br /> 2 STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF
<br /> i ROADWAY TO THE CONSTRUCTION ENTRANCE, INGRESS/EGRESS AREA
<br /> OR AS DIRECTED BY THE ENGINEER 15'MIN
<br /> i Z a 0
<br /> 9
<br /> WSDOT STD PLAN 1-40.20-00 ACCEPTABLE SUBSTITUTE IF W
<br /> BELOW INLET GRATE ISOMETRIC VIEW f
<br /> MAINTENANCE MEETS NOTES 1-5 8
<br /> DEVICE OVERFLOW BYPASS o CONSTRUCTION ENTRANCE WSDOT STD PLAN I-80.30-02 ACCEPTABLE SUBSTITUTE y
<br /> s� CITY OF EVERETT a CITY O EVERETT w
<br /> PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT W
<br /> LAC cm
<br /> vu .TA'Mnivxrvn'L'WR;un a""e"sx 12/30%2016 gc 04/03/2017 F n
<br /> ISOMETRIC VIEW �s P�w rn Lv
<br /> STORM DRAIN INLET
<br /> PROTECTION µ210w sk CONSTRUCTION ACCESS 201N Z °
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<br /> T.E.S.C. GENERAL NOTES woo
<br /> NQTFS 8. THE T.E.S.C.FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A 2
<br /> ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD THE NOTES AND DETAILS PROVIDED ON THIS SHEET ILLUSTRATE SOME OF THE MOST MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. N a
<br /> ASSURES FABRIC IS FIRMLY SPECIFICATION58-01.3(9)A 1.INSTALL THE ENDS OF THE SILT FENCE TO POINT COMMON TEMPORARY EROSION/SILTATION CONTROL BEST MANAGEMENT PRACTICES
<br /> HELD BY THE BACKUP SUCH7LY UPSLOPE TO PREVENT SEDIMENT FROM (BMPs).ALTHOUGH SOME MEASURES SHOWN HERE MAY NOT BE SPECIFIED IN THE T.E.S.C. g. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
<br /> SUPPOR7IN A WAY7HA7 FLOWING AROUND THE ENDS OF THE FENCE. PLAN FOR THIS PROJECT,THE DETAILS ARE PROVIDED FOR FUTURE REFERENCE SHOULD WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE
<br /> RED UCESTHE POTENTIAL SITE CONDITIONS REQUIRE ADDITIONAL MEASURES BEYOND THOSE SPECIFIED. EN
<br /> 2.PERFORM MAINTENANCE IN ACCORDANCE WITH TEMPORARY BMPs ARE N I LONGER NEEDED.TRAPPED SEDIMENT SHALL BE REMOVED
<br /> FOR FABRIC TEARING APPROPRIATE RESPONSES TO UNANTICIPATED SITE CONDITIONS MAY INCLUDE,BUT ARE �` TON
<br /> FASTEN EVERY
<br /> GEOTEXTILE"IND.. ANDO75T3(15). DSPECIFICA7ION58-o1.3(9)A PE STABILIZED ON SITE.DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE
<br /> NOT LIMITED TO,THE FOLLOWING ADDITIONAL BMPs: g
<br /> POST EVERY 6"IN O.C. AND 8-01.3(15). PERMANENTLY STABILIZED. a`-
<br /> STRAW MULCH �,
<br /> BACKUP SUPPORT 3.SPLICES SHALL NEVER BE PLACED IN LOW SPOTS • 10.CONTRACTOR SHALL USE INDUSTRY BEST MANAGEMENT PRACTICES TO PREVENT
<br /> OR SUMP LOCATIONS.IF SPLICES ARE LOCATED IN TEMPORARY DITCHES,SWALES,DIKES OR BASINS PETROLEUM PRODUCTS,FERTILIZERS,CONCRETE BY-PRODUCTS AND OTHER p o
<br /> 4 LOW OR SUMP AREAS,THE FENCE MAY NEED TO JUTE OR SYNTHETIC MATTING,EITHER GENERIC OR PROPRIETARY POLLUTANTS FROM ENTERING OFF-SITE DRAINAGE COURSES.SLASH PILES AND
<br /> BACKFILLED& SELF-LOCKING TIE-NYLONE BE REINSTALLED UNLESS OTHERWISE APPROVED. • SLOPE SCARIFICATION OR TERRACING OTHER SOLID WASTE SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE
<br /> coMPacTED �6/6(MIN GRADE) ANCHORED PLASTIC SHEETING LOCAL REGULATIONS. pg04'� tiq
<br /> NATIVE SOIL GEOTEXTILE 120#MIN TENSILE STRENGTH, 4 INSTALL
<br /> CONTOUR LINES. DUST
<br /> PARALLEL TO MAPPED • MULCH,BRUSH OR GRAVEL FILTER BERMS I��I
<br /> FLOW UV S7ABIUZED : DUST CONTROL 11.WASTEWATER FROM PROJECT ACTIVITIES AND DE-WATERING SHALL BE ROUTED TO
<br /> 5.DURING EXCAVATION,MINIMIZE DISTURBING TIRE WASH STATIONS AN UPLAND AREA FOR REMOVAL OF FINE SEDIMENTS AND OTHER CONTAMINANTS.
<br /> J� THE GROUND AROUND TRENCH AS MUCH AS IS • SODDING ONLY CLEAN,UNPOLLUTED WATER SHALL LEAVE THE SITE.
<br /> FEASIBLE AND SMOOTH SURFACE FOLLOWING
<br /> _ ROCK CHECK DAMS 12.THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING.
<br /> EXCAVATIONTO AVOID CONCENTRATING FLOWS.
<br /> COMPACTION MUST BE ADEQUATE TO PREVENT SUCH MEASURES SHALL BE SELECTED BY THE CONTRACTOR IN CONSULTATION WITH THE WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF
<br /> BURY GEOTEXTILE ,. UNDERCUTTING FLOWS. CITY INSPECTOR AND THE CESCL,AND SHALL BE INSTALLED PER MANUFACTURER'S EVERETT APPROVAL.
<br /> IN TRENCH SPECIFICATIONS,ENGINEER'S DESIGN OR STANDARD CONSTRUCTION INDUSTRY CONTRACTOR RESPONSIBILITY FOR
<br /> v 'TFF [BACKUPSUPPORT PRACTICE AS THE SITUATION DICTATES. V
<br /> - _ SE STANDEFORSILT ICATI (TYPICAL) EROSION/SILTATION CONTROL J
<br /> SEE STANDARD SPECIFICATION
<br /> Oj. STEEL POST
<br /> rv� F
<br /> SECTION 9-33.2(1),TABLE 6 J (TYPICAL) 1. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE
<br /> CONSTRUCTED PRIOR TO ANY GRADING OR LAND CLEARING IN ACCORDANCE WITH IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATION CONTROL PLAN THAT STORM (6 UJ oocn
<br /> THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN.THESE WATER RUNOFF BE CONTROLLED AT ALL TIMES TO PREVENT SOIL EROSION AND MAINTAIN ll.l Z W J
<br /> FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND WATER QUALITY.ANY AND ALL MEASURES NECESSARY TO DO SO SHALL BE EMPLOYED BY THE J 01
<br /> LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. CONTRACTOR. a Q CC W
<br /> TVPIT'.AI INSTAL I ATInN f)FTAII i��,�ECV�'O FABRIC 2. NONCOMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS,WATER QUALITY 1.REGARDLESS OF SITE,WEATHER,SOIL OR OTHER CONDITIONS,THE CONTRACTOR SHALL BE IyJ F p
<br /> i p,0 FULLY RESPONSIBLE FOR ENSURING THAT EROSION DOES NOT OCCUR ON THE SITE AND
<br /> p (GEO7EXTILE) REQUIREMENTS,AND/OR CLEARING LIMITS MAY RESULT IN REVOCATION OF PROJECT d OD F- (_
<br /> (TYPICAL) PERMITS OR PLAN APPROVAL,FINES AND BOND FORECLOSURES. THAT POLLUTED OR SILT-LADEN RUNOFF DOES NOT LEAVE THE SITE OR ENTER INTO ANY O N F d
<br /> INSTALL BACKUP SUPPORT FOR I 3. THE T.E.S.C.FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR CREEK,STREAM,WETLAND OR WATER BODY ON OR OFF THE SITE. cc C CC a
<br /> THE GEOTEXTILE SEE STANDARD ANTICIPATED SITE CONDITIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR 2.BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN,THE CONTRACTOR SHALL BE d M j N
<br /> SPECIFICATION SECTION 8.01.3(9)A // RESPONSIBLE FOR SELECTING AND IMPLEMENTING APPROPRIATE METHODS,"BEST
<br /> / I PROVIDING IMPROVED OR MODIFIED FACILITIES AS NECESSARY TO MAINTAIN RUNOFF MANAGEMENT PRACTICES"(BMPs),FOR STORM WATER TREATMENT AND CONTROL THAT Q W
<br /> WATER QUALITY DURING AND AFTER SIGNIFICANT STORM EVENTS AND TO ADDRESS
<br /> / I pC`aG I I THE ACTUAL SITE AND SOILS CONDITIONS ENCOUNTERED. MEET THE REQUIREMENTS OF BOTH THE WASHINGTON STATE DEPARTMENT OF ECOLOGY Z
<br /> SQ 0`�' AND CITY OF EVERETT.
<br /> SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER
<br /> 6A OTY'� TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE 4. CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES SUFFICIENT QUANTITIES OF 3.THE CONTRACTOR SHALL REPORT ALL WATER QUALITY CONCERNS AND ACTIVITIES TO THE
<br /> 9 FENCE AT THE OVERLAP. EROSION CONTROL MATERIALS TO COVER ALL EXPOSED SOIL IN THE EVENT OF
<br /> UNANTICIPATED WEATHER CONDITIONS.CONTRACTOR MAY CONSIDER PHASING CERTIFIED EROSION AND SEDIMENT CONTROL LEAD(C.E.S.C.L.)AND TO CITY OF EVERETT. IN
<br /> '
<br /> SPI ICF f)FTAII GRADING ON LARGE SITES TO MINIMIZE BARE SOIL EXPOSURE. THE EVENT THAT THE INSTALLED WATER QUALITY CONTROL MEASURES ARE INEFFECTIVE AT
<br /> 9 WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE CONTROLLING EROSION AND SILTATION,THE CONTRACTOR SHALL IMMEDIATELY REPORT TO
<br /> TYPICAL SILT FENCE EXCEPT STEEL POST REQUIRED 5. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, AND CONSULT WITH THE C.E.S.C.L.TO FIND AN APPROPRIATE REMEDY.ALL CONSTRUCTION
<br /> U WITH BACKUP SUPPORT MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE T.E.S.C.FACILITIES IS THE ACTIVITIES,WITH THE EXCEPTION OF EROSION AND SILTATION CONTROL MEASURES,SHALL
<br /> OP,
<br /> IcnMFTRI(' CITY OF EVERETT APPROVED IBIARE AND OR DPSTUARBED 301LS SHARL UNTIL ALL L REMAIN UNOCOVERED FORINO CEASE UNTIL SUCH TIME AS THE WATER QUALITY IS BROUGHT INTO COMPLIANCE WITH D.O.E. DATE:
<br /> AND CITY OF EVERETT REQUIREMENTS.
<br /> •` FF. IT PY' PUBLIC WORKS DEPARTMENT MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30,AND FOR NO MORE THAN 7 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER FORECASTS AND 9/14/23
<br /> o w 2 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.STABILIZE WITH APPROVED T.E.S.C.
<br /> ANTICIPATING STORM ACTIVITY AND SHALL SCHEDULE ALL PROJECT ACTIVITIES IN
<br /> 03 17 2017 METHODS(E.G.SEEDING,MULCHING,NETTING,EROSION BLANKETS,PLASTIC
<br /> '"'"'"°""" ANTICIPATION OF THE WEATHER. JOB#:
<br /> S r COVERING,ETC.).SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. 21-1 6Z
<br /> g Sg� TEMPORARY SILT FENCE 214 6. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE 5.ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPs SHALL BE STORED ON
<br /> APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. SITE AND SHALL BE IMMEDIATELY AVAILABLE FOR USE.SUCH SUPPLIES AND MATERIALS
<br /> SHALL INCLUDE,BUT NOT BE LIMITED TO,STRAW BALES OR OTHER MULCHING MATERIAL,
<br /> 7. 7.ANY AREA NEEDING T.E.S.C.MEASURES,NOT REQUIRING IMMEDIATE ATTENTION, SILT FENCING AND STAKES,FILTER FABRIC,ETC.
<br /> SHALL BE ADDRESSED WITHIN FIFTEEN(15)DAYS. 6.DURING AND AFTER RUNOFF PRODUCING STORM EVENTS,THE CONTRACTOR SHALL
<br /> MONITOR ALL EROSION CONTROL MEASURES AND SHALL PRIORITIZE IMPLEMENTATION AND
<br /> MAINTENANCE OF EROSION AND SILTATION CONTROL MEASURES ABOVE ALL OTHERS. Know what's below.
<br /> Call before you dig.
<br /> C2.2
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