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0 <br />N I <br />W <br />1 x <br />CLEARING LIMITS <br />C214 SILT FENCE <br />SEE PER COE DCSS STD <br />GRANTER RELEASES ANY <br />INTEREST IN THE AREA <br />BETWEEN THE FENCE <br />AND PROPERTY LINE <br />UPON RECORDING <br />OF THIS PLAT (ALL LINES) <br />ATTACH IN A MANNER THAT <br />ASSURES FABRIC IS FIRMLY <br />HELD BY THE BACKUP <br />SUPPORT IN A WAY THAT <br />REDUCES THE POTENTIAL <br />FOR FABRIC TEARING <br />BACKUP SUPPORT ��ll <br />1� <br />BACKFILLED & <br />COMPACTED <br />NATIVE SOIL GEOTEXTILE <br />F'/L O VV\\\\ <br />BURY GEOTEXTILE <br />IN TRENCH <br />Lod 2 V� Syvo'o <br />��� <br />E GAF# <br />FEU l <br />SEC 13, TWP 27 N, RGE 4 E, WM <br />d <br />\ d d <br />C-214 SILT FENCE <br />GRAPHIC SCALE <br />i <br />10 0 5 10 <br />EXISTING ` �Z� 2 p �, /A <br />GARAGE <br />1 So <br />FT <br />'+49 <br />1-1 IJ <br />4 Lorf <br />f <br />EXISTING 01 <br />I-IOUSE T 7 <br />L/4 E S a <br />N <br />i✓ C109, <br />T <br />_ <br />/4`n/ <br />NOTES <br />POST SEE WSDOT STANDARD <br />1. <br />INSTALL THE ENDS OF THE SILT FENCE TO POINT <br />SPECIFICATIONS 8-01.3(9)A <br />SLIGHTLY UPSLOPETO PREVENT SEDIMENT FROM <br />FLOWING AROUND THE ENDS OF THE FENCE. <br />2. <br />PERFORM MAINTENANCE IN ACCORDANCE WITH <br />FASTEN GEOTEXTILE TO <br />WSDOT STANDARD SPECIFICATIONS 8-01.3(9)A <br />POST EVERY 6" IN O.C. <br />AND 8-01.3(15). <br />3. <br />SPLICES SHALL NEVER BE PLACED IN LOW SPOTS <br />I� <br />OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN <br />\1X <br />- <br />? <br />LOW OR SUMP AREAS, THE FENCE MAY NEED TO <br />". <br />N <br />SELF-LOCKING TIE -NYLONS <br />BE REINSTALLED UNLESS OTHERWISE APPROVED. <br />y <br />6/6 (MIN GRADE) <br />4. <br />INSTALL SILT FENCING PARALLEL TO MAPPED <br />120# MIN TENSILE STRENGTH, <br />CONTOUR LINES. <br />UV STABILIZED <br />r ka�rr <br />5. <br />DURING EXCAVATION, MINIMIZE DISTURBING <br />yL <br />THE GROUND AROUND TRENCH AS MUCH AS IS <br />FEASIBLE, AND SMOOTH SURFACE FOLLOWING <br />EXCAVATION TO AVOID CONCENTRATING FLOWS. <br />� <br />F <br />COMPACTION MUST BE ADEQUATE TO PREVENT <br />r <br />UNDERCUTTING FLOWS. <br />� (� BACKUP SUPPORT <br />GEOTEXTILE FOR SILT FENCE TYPICAL <br />o z 2Q STEEL POST r' (TYPICAL) <br />SEE STANDARD SPECIFICATION <br />(TYPICAL) i��l ��� <br />SECTION 9-33.2 (1), TABLE 6 d �� I� <br />X <br />TYPICAL INSTALLATION DETAIL`S FABRIC <br />Q�O� (GEOTEXTILE) �,� �� �i r <br />f (TYPICAL) T % `I <br />INSTALL BACKUP SUPPORT FOR <br />THE GEOTEXTILE SEE STANDARD <br />SPECIFICATION SECTION 8A1.3(9)A <br />4 <br />II <br />G� <br />�.SQPpF'0 SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER <br />�I p " TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE <br />i <br />FENCE AT THE OVERLAP. <br />f <br />SPLICE DETAIL <br />WSDOT STD PLAN 1-30.10-02 ACCEPTABLE SUBSTITUTE <br />- TYPICAL SILT FENCE EXCEPT STEEL POST REQUIRED <br />i WITH BACKUP SUPPORT <br />ISOMETRIC E CITY OF EVERETT <br />�-� <br />PUBLIC WORKS DEPARTMENT <br />2 City Engineer Se ion Manager CAD Manager Drawn E' Current Rev Date <br />C)� / TmERYAN SASS HEATHER GRIFFIN PAUL WiLHELM ESH O3/17/2017 <br />STANDARD DRAWING No. <br />I I I <br />Convriaht 2019 by Brian R. Lindsay B Services Desian, map, text and data may not be used, copied or reproduced in any way <br />CONSTRUCTION STORMWATER BMPs <br />1. <br />ELEMENT #1 PRESERVE VEGETATION/MARK CLEARING LIMITS: <br />• BMP C103: HIGH VISIBILITY PLASTIC OR METAL FENCE <br />2. <br />ELEMENT #2 ESTABLISH CONSTRUCTION ACCESS: <br />• BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIST <br />3. <br />ELEMENT #3 CONTROL FLOW RATES: <br />• NOT APPLICABLE TO MY PROJECT <br />4. <br />ELEMENT #4 INSTALL SEDIMENT CONTROLS: <br />• BMP C233: SILT FENCE <br />5. <br />ELEMENT #5 STABILIZE SOILS: <br />• BMP C125: TOPSOILING / COMPOSTING <br />6. <br />ELEMENT #6 PROTECT SOILS: <br />• BMP C120: TEMPORARY AND PERMANENT SEEDING <br />7. <br />ELEMENT #7 PROTECT DRAIN INLETS: <br />• BMP STORM DRAIN INLET PROTECTION <br />8. <br />ELEMENT #8 STABILIZE CHANNELS AND OUTLETS: <br />• BMP NOT APPLICABLE TO MY PROJECT <br />9. <br />ELEMENT #9 CONTROL POLLUTANTS: <br />• NOT APPLICABLE TO MY PROJECT <br />10. <br />ELEMENT #10 CONTROL DEWATERING: <br />• NOT APPLICABLE TO MY PROJECT <br />11. <br />ELEMENT #11 MAINTAIN BMPS: <br />• BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL <br />NOT REQUIRED FOR ON -SITE FOR SITES < 1 ACRE) <br />12. <br />ELEMENT #12 MANAGE THE PROJECT: <br />• BMP C162: SCHEDULING <br />13. <br />ELEMENT #13 PROTECT LOW IMPACT DEVELOPMENT: <br />• BMP C233: SILT FENCE <br />EROSION CONTROL <br />1. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT <br />TRACKED OFF THE SITE. <br />2. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE OF ALL <br />INSTALLED EROSION AND SEDIMENT CONTROL BMPs, ESPECIALLY AFTER STORMS. <br />3. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING <br />WATERWAYS IF THE PROPOSED BMPs FAIL. <br />4. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR <br />NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN <br />7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. <br />EROSION CONTROL STANDARD NOTES: <br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT <br />CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND <br />LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION. FACILITIES, UTILITIES). <br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, <br />REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE <br />APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND <br />VEGETATION/LANDSCAPING IS ESTABLISHED. <br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY <br />FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO <br />DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE <br />FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION <br />OF CONSTRUCTION. <br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH <br />ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT <br />SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, <br />ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. <br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR <br />ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES <br />SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE <br />THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. <br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE <br />APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER <br />STORM EVENTS. <br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A <br />MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM <br />EVENT. <br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE <br />WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE <br />CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT <br />LADEN WATER INTO THE DOWNSTREAM SYSTEM. <br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF <br />CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL <br />MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR <br />THE DURATION OF THE PROJECT. <br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND <br />SEDIMENT TRACKED OFF THE SITE. <br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE <br />WATER BODIES IF THE PROPOSED BMPS FAIL. <br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR <br />NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN <br />7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. <br />CONSTRUCTION SEQUENCE <br />1. ATTEND PRE -CONSTRUCTION CONFERENCE. <br />2. INSTALL T.E.SC. MEASURES. <br />J. CLEAR AND GRADE SITE. <br />4. INSTALL STORM DRAINAGE SYSTEM. <br />5. INSTALL SEWER SYSTEM. <br />6. GRADE ROAD. <br />Z AS -BUILT. <br />8. REMOVE T.E.SC. MEASURES. <br />CALL DIAL -A -DIG <br />AT 811 <br />A MINIMUM OF 48 HOURS <br />BEFORE CONSTRUCTION BEGINS <br />2-15-2021 <br />Z <br />0 <br />j <br />0 <br />o <br />o <br />it <br />M <br />r <br />m <br />z <br />� <br />d <br />U <br />W <br />p <br />Z <br />p� <br />N <br />V <br />o <br />z <br />°° <br />CL <br />0) <br />o <br />L <br />c� <br />\� <br />Ld`,� <br />N C <br />oS I o <br />.o <br />s <br />N � <br />N�` <br />� ` <br />w <br />N <br />j <br />W O m <br />W <br />W d W <br />Z <br />w <br />`t <br />N <br />N <br />r4k1q*A* <br />Z <br />a <br />a_ <br />z <br />0 <br />W <br />V <br />z <br />Z <br />W <br />W <br />in <br />1..� <br />co <br />J o <br />W <br />m N <br />Z <br />0) <br />0 <br />z <br />J <br />Z <br />oo <br />v°°w <br />0 <br />Q <br />0 W <br />I� <br />W <br />Ld <br />c <br />V) <br />SHEET: REV: <br />3 <br />OF: <br />4 <br />without express written permission of Brian R. Lindsay, BRI Services LLC. <br />