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OCPIR0Ht 0 SCR MCHHECIS <br /> X CITY OF EVERETT STANDARD STORM DRAINAGE NOTES SCR I Architects <br /> H 1.NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE UNTIL IT HAS 1402 Ave Suite 730 <br /> z BEEN INSPECTED,TESTED,AND ACCEPTED BY THE CIN OF EVERETT. - 1402Seat3rd,WA 98101 <br /> w - 2.ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD <br /> 71 SPECIFICATIONS OF WSDOT/APWA <br /> U <br /> rj 3.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND <br /> ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF <br /> z LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING '1F, J. A,A, <br /> O UTILITIES ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR �4 of WAsy4ti y <br /> E AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT Q' fi� � cT'� <br /> 0 ADAPTER OF RELATED CONSTRUCTION ON THE PROJECT. a y 'x146.1 4y 76 <br /> 2'x2'BY 14 Ga.WIRE SKIRT RETRIEVAL 4.ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY ,I rZ <br /> JOINTS IN FILTER FABRIC SHALL BE OR EQUIVALENT, IF STRAP SURVEY FOR UNE AND GRADE PRIOR TO STARTING CONSTRUCTION. ''D, <br /> SPLICED AT POSTS,USE STAPLES, STANDARD STRENGTH 5.ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE, DRAINS TO STREAM, 9pF F .,AR 4I+ <br /> WIRE RINGS,OR EQUIVALENT TO FABRIC USED FSS( G. <br /> ATTACH FABRIC TO POSTS. ;, ., LAKE,RIVER,PUGET SOUND,OR WETLAND.'CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. ONAL <br /> ��o STRETCHER 8472(TSP) SADDLE CLAMP(TAP) 5-ZQ�'t <br /> FILTER EE <br /> '''''''''.7.1;2 <br /> � "�� `� `..A....... .- :::...a.. ::.:......::a.. ....... No i <br /> FABRIC ;LI \�J/ -,` iiii❖iiiiii i 44%''.•J.•ii:4440'd•❖i'i•.4•.444•iii4'o- d.•:iii4•PW. CRL <br /> _ •..••••.•.• •i..••..N•..••.••..•.•....•• •.......•.• DRAWN BY: <br /> 12'MINMWI :2"x2"BY 14 Ga. •�•�� CHECKED BY: .SBP <br /> WIRE OR .,s.. •❖•,. CITY OF EVERETT STANDARD TESL NOTES <br /> EQUIVALENT,IF •••••�•••••••••MIAPPROVED BY: LP <br /> STANDARD STRENGTH TAIL-FABRIC USED 311 EIILIIOVERFLOW •. •••❖$•/%I, .•••.•...•••.•.••P••.S•P•••••••..•.•.•.•�.••�I• 1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE ANilGEOTEXTILE (TO BYPASS PEAK •••ii••mwTil' •••••••••••••••••••• •••• 0• APPROVAL PERMANENT ROAD OR DRAINAGE DESIGN E.G.SIZE AND LOCATION OF ROADS,PIPES,♦ ••••..•• I ,. ••••••••••❖••...• ...• .• •❖•••� q •�❖ ���• ( 1931 FrstPre <br /> - FABRIC • FLOWS) •..••.••..• •.••••...•....•......••.•.•••• •.........♦ RESTRICTORS,CHANNELS,RETENTION FACILITIES, UTWTIES). Suite 201 <br /> ••••••••••• ,•••••••••••••••••••••••••••••• .•••••••••• Seattle,WA 98101 <br /> ♦••••••.••hb ••..•••••....•..••.••.••••••hh •b......•.•• 2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND <br /> MINIMUM 4"x4" •n�1 ••••NN•N ••••••N••N•4.N••N••NN••• ,•.....NN• p.206.725.1211 <br /> _ •• I TRENCH 12"MIN •P '' - ••••••❖•••••i•••i°„- SL••�LL4vgott.•d vA••�•.LSLL4•J• '►L••LLLLL••4S UPGRADING OF THESE ESC FACILTITES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL f.206.973.93M <br /> a I BACKFILL TRENCH ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. engineering PLIC "iw 9u A9.mm <br /> WITH NATIVE SOIL OR . ;a �`v„,qty \�i hQ ^�T�i�� ���i i'\i <br />