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HIGH \ASIBILITY FENCING Ir r P
<br />USE IN COMBINATION WITH BMP C233, SILT FENCE AS INDICATED
<br />I THE
<br />PLANS.
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<br />STORM PROTECTION:� R
<br />fILACE �ISERTS r I. CATCHiii AS
<br />INDICATED�PLAN.
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<br />SILT FENCE (B P C233)
<br />INSTALL SILT FENCE IN LOCATIONS INDICATED ON THE PLAN.
<br />HIGH VISIBILITY FENCING (BMP C1 X
<br />rTi� �. 'I•'�'kR.� rj� i_: -r'rr r - 1'.,
<br />FTEA •r R r I, rs ,i. - c itr
<br />RE-SEEDBE CONTROLLED TO PREVENT RUNOFF.
<br />AREAS a + ICH FAIL TO ESTABLISHVEGETATIVE i r;
<br />ADEQUATE T• PREVENT EROSION1 BE RE -SEEDED AS r• i A
<br />SUCH AREAS IDENTIFIED.
<br />MULCHING R
<br />il
<br />i� • iMM
<br />;i-' r. r n• n. i R
<br />DISLODGED. CONTACT
<br />BETWEEN THE PLASTIC AND THE GROUNDr ALWAYS
<br />MAINTAINED. ANY AIR BUBBLES iUr SHOULDi i i. r
<br />IMMEDIATELYOR THE PLASTIC MAY RIP DURING THE NEXT WINDY
<br />PERIOD. i- OR REPLACE THE PLASTIC
<br />AS t•
<br />r ►� a
<br />•Ii
<br />INSPECT
<br />O-DAMAGE FROM RAINFALL AND
<br />SHEET FLOW. Yr, •kri AS
<br />NECESSARY.
<br />a1ST C0111TROL40
<br />rRf n ,� 1i i I•• r 'i` I�.x'
<br />ON aREGULAR BASIS, • I h AFTER La R i'R I EVENTS. IF
<br />E FILTER BAG BECOMES CLOGGED, IT SHOULD BE CLEANED OR
<br />lREPLACED.
<br />SILT FENCE ■
<br />INSPECT IMMEDIATELY R EACH RAINFALL, r AT LEAST DAILY
<br />DURING PROLONGED RAINFALL. REPAIR AS NECESSARY,
<br />r, li r I I ° I
<br />THIRD THE HEIGHT OF ALLY IF HEAVY RAINS
<br />ARE
<br />EXPECTED.
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<br />3. CONSTRUCTION ACCEPTANCEI BE U B O k WELL
<br />ESTABLISHED GROUND r i nT FULFILLS THE REQUIREMENTS
<br />i: APPROVED i' I PLANS AND THE CITY OF
<br />IMMEDIATELY FOLLOWING FINISH
<br />GRADING, PERMANENT
<br />,i r i RAPID, PERSISTENT
<br />I .I WILL D
<br />(MINIMUM " I 0u: PER IR ACRE). EXCEPTNOTED IN PLANS, THIS SHALL
<br />CREEPINGINCLUDE THE FOLLOWING MIX OF SEEDS: 20% ANNUAL, PERENNIAL
<br />OR CLOVER.- PLANS n GRASS, DIFFERENT PLANTINGS TICI
<br />SPECIALIZED
<br />DETENTION/INFILTRATIONPONDS,Dr :III Rr IOC
<br />5. ALL
<br />AREAS TO BE SEEDED SHALL
<br />B CULTIVATED TO THE
<br />SATISFACTION a i,THE ( YINSPECTOR.
<br />{
<br />MAY
<br />BE
<br />ACCOMPLISHED
<br />r RAKING, HARROWINGOROTHER ACCEPTABLE MEANS. PERFORM ALL CULTURAL OPERATIONS ACROSS
<br />OR AT
<br />RIGHT ANGLES TO LSLOPE.'R
<br />RUNOFF CONTROLAS RDI TERRACES,
<br />INTERCEPTOR DIKE/SWALES, LEVEL SPREADERS, D
<br />PRIOR
<br />i� ' FINSTALLED O SEEDING.
<br />6 FERTILIZER n BE i■ I I r:' 400PER I 0 0
<br />POUNDS�
<br />T. DEVELOPMENTS
<br />,Ir I . I I r f�i�r NON -PHOSPHORUS
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<br />■' ■ d R I r Ir. .�I n Y
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<br />4 AREAS TO RECEIVE I I AI L BE n -1 Ir OF ALL
<br />I AOI� A11D
<br />DELETERIOUS MATTER.6. ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION AND
<br />5. AREAS TO RECEIVE FILL SHALL BE PROOFROLLED. ALL LOOSE AND SOFT
<br />AREAS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL.
<br />MATTER
<br />AND
<br />1 1. ! ROCKS
<br />r - �, � r i� i�
<br />SIX INCHES IN DIAMETER.
<br />7. STRUCTURAL SHALL PLACED ;, r, INCH THICK LOOSE
<br />i, i a° ;r, ■. ;r i■
<br />8. AFTER EACH LIFT HAS BEEN SPREADk BE COMPACTED
<br />O h MINIMUM OF ` OF t> DENSITY DETERMINED IN
<br />ACCORDANCE ASTM r (MODIFIED PROCTOR).
<br />SURFACE9. THE OF ALL SLOPESn BE i' -a. i THIS MAY
<br />ACCOMPLISHED i D k � OVER -BUILDING THE SLOPES,I: III BACK
<br />TO FINAL GRADES,OR i' ,I' n !,'R OVER THE
<br />SLOPE EACH BEING PLACED. ALL (- B
<br />COMPACTED pi ;,
<br />r, `i il. DAY.
<br />• .' -r� k R r ��-,r a k, i', r �r
<br />III -1, r • •IRE REr
<br />11. jGRADING
<br />IY i t PERMIT AND APPROVALOF THE
<br />TEMPORARY
<br />aiR ;1 i EROSION AND
<br />SEDIMENTATION CONTROL PLAN SHALLAOBTAINED rig. 9
<br />CITY OF i iGRADING.
<br />12, ALL AND FILL SLOPESc I MAXIMUM OF
<br />13. STOCKPILES i R LOCATED n AND ADEQUATELY
<br />WITHOUTPROTECTED TO PREVENT EROSION. HYDROSEED PREFERRED.
<br />14. NO GRADING SHALL OCCUR WITHIN 2 FEET OF PROPERTY BOUNDARY
<br />APPROVAL OF ADJACENT OWNER.
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<br />2. ALL WORK MATERIAL 1 .I iI' TO THE CITY fi
<br />EVERETT STANDARDS AND # i RD SPECIFICATIONS
<br />WSDOT/APWA.
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<br />5. ALL BASIN GBE STENCILEDi' STAMPED
<br />11 WASTE, DRAINS Ti STREAM,RIVER, P
<br />SOUND, R WETLAND." CHi`r IrPR PRI FEATURE O,
<br />PROJECT.
<br />ADDITIONAL NOTES:
<br />6. I� I.
<br />r -'A'i PLACED i STABLE EARTH,OR IF I
<br />I
<br />•I Ii� INSPECTOR EXISTING FOUNDATION IS
<br />UNSATISFACTORY, SHALL EXCAVATED BELOW
<br />GRADE
<br />!
<br />rWITH Ii- I I iSUPPORT PIPE.
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<br />9 ALL AI BE hPSTANDARD r,
<br />402, EXCEPT AS OTHERWISE NOTED,
<br />10. ALL CATCH BASINS I I DEPTH OVER I O THE FLOW
<br />LINE SHALL BE r LARGER i
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL
<br />MANHOLE, INLET AND CATCH BASIN FRAMES AND•n i
<br />CATCHGRADE JUST PRIOR TO POURING CURBS AND PAVING.
<br />12. 4 AND
<br />DGRATE
<br />SHALLOLYMPIC FOUNDRY
<br />MODEL i KI OR EQUAL. STANDARD GRATES
<br />SHALLBE USED UNLESS SPECIFIED " ,I
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<br />iR°' WATER RETENTION/DETENTION FACILITIES, STORMRETENTION/DETENTION
<br />DRAINAGE
<br />k to PIPE AND CATCH BASINS SHALL BE FLUSHED ` AND
<br />CLEANED PRIOROCITYOF EVERETT PUBLIC WORKS
<br />ACCEPTANCE.
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<br />DRAWN -
<br />CHECKED BY:
<br />PAWOR4C\PROJECTS\2012\12-185 MUWLTEO SIB\CE\DWG\TRANSPORTAT9ON FAC1ITY\SHEETS\C1 LAYOUT PLAN. DWG 8/8/2018
<br />UNPUBLISHED WORK COPYRVGHT 0 2018 BY HARKASEN & ASSOCIATES INC.
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