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SECTION 23,TOWNSHIP 28 NORTH,RANGE 04 EAST,W.M.,SNOHOMISH COUNTY,WA <br /> SITE MAINTENANCE: EMERGENCY MANAGEMENT NOTES <br /> 1. THE DEVELOPER AND CONTRACTOR SHALL SCHEDULE AND CONTROL HIS WORK SO AT TO <br /> PREVENT ALL HAZARDS TO PUBLIC SAFETY,HEALTH AND WELFARE A. IN THE EVENT OF EMERGENCY CONTACT ELDEN D UcCALL.(425)903-1399 <br /> ff EX SSMH / <br /> 3 \ RIM EL=55857 / 2 STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS B. All EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED <br /> \ IE=540.12 W-N) AND REPAIRED AS NECESSARY DURING STORM EVENTS AND IMMEDIATELY <br /> EX g7AlEL 100TH ST. SW \� IE=54021(8°-E) \ 3 PEDESTRIAN FACILIRES SHALL BE DEPT FREE OF OBSTRUCTION,AND CONTINUITY SHALL BE FOLLOWING A STORM. <br /> 09'O6'W 1703.4Y EX ASPHALT RD V�\ IE=540.12(8"-W) \ MAINTAINED AT ALL DUES UNLESS OTHERIISE APPROVED BY THE PUBLIC WORKS <br /> (TBR) DEPARTMENT: C STRAW BALES,SILT FENCE,POSTS,AND PLASTIC SHEETING SHALL BE KEPT <br /> _ \ ON SITE TO REPAIR OR SUPPLEMENT EROSION CONTROL MEASURES. AN <br /> --- \ <br /> � - — OFFSITE SOURCE OF QUARRY SPACES FOR TOP DRESSING THE <br /> 04 EXISTING STREETS, TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS <br /> SS ` SS 's.k—SS _ -'- DETOUR PLANS HAVE BEEN APPROVED IN ADVANCE BY THE CITY TRAFFIC ENGINEER. CONSTRUCTION ENTRANCE SHALL BE AVAILABLE. <br /> AD EX GRAVEL <br /> MR) AD PEDESTRIAN AND VEHICULAR ACCESS TO OCCUPIED BUILDINGS SHALL BE MAINTAINED AT D. IF EROSION CONTROL MEASURES FAIL TO CONTAIN SEDIMENT ON SHE,� I EX CRA ALL TIMES EXCEPT WHERE APPROVAL FROM THE BUILDING OWNER HAS BEEN OBTAINED. INTERCEPTOR DITCHES SHALL BE INSTALLED 70 CONTAIN RUN OFF 70 THE <br /> SITE AND/OR EARTHWORK SHALL BE HALTED UNTIL DRY WEATHER ALLOWS <br /> M —M = M �_ w®i 6 ADHERENCE TO THE PROJECYS EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED. WORK TO CONTINUE. <br /> GRAPHIC SCALE X PP M N FEATURES CONTAINED THEREIN,SUCH AS SILT FENCES CHECK DAMS AND SEDIMENTATION <br /> / CONSTRUC710N ACCESS --M M M PONDS SHALL BE MAINTAINED IN GOOD WORKING ORDER TO THE SATISFACTION OF THE <br /> 20 0 10 20 40 1 EX PP (TYP) PER COE SID DETAIL 20I C101� M M M M N._ so\- PUBLIC WY1RK5 INS°ECTOR. <br /> 75.94' ( )r0�EX GUC Os'- <br /> _ (74,91' W (TYR)=_ CID Eil EX S/DMH 0 <br /> (IN FEET) x RI EL=55789 <br /> =541.39(24"-E) 0 <br /> as <br /> i INCH=20 FT w IE <br /> DATUM:NAVD 88 8 Ap x O ,/E=538.04(24"-S) I W <br /> BENCH:TOP OF BRASS DISC IN MONUMENT CASE IN //IE=538.28(24"-N) GIs <br /> CONCRETE WEST OF SITE AS SHOWN ELEV.=545.96' \ Cs' <br /> ., 110.00'( ✓) SO <br /> 06'W 2 .08" <br /> BMP LEGEND EROSION CONTROL CONCEPT a A� as \ EX FENCE(TER) <br /> AREA O <br /> ALL DISTURBED AREAS SHALL BE PREPARED AND MAINTAINED TO `Zn `SSB <br /> CI01 =PRESERVE NATURAL VEGETARON T / DISTURBANCE 7P-2 _ - <br /> CONTROL EROSION LEAVE VEGETATIVE BUFFER AROUND PERIMETER OF T/ A0 � G \ / <br /> CI03 =HIGH VISIBILITY PLASTIC OR METAL FENCE SIZE AND EXISTING g20UN0 COVER AS LONG AS POSSIBLE \ O '�b U \ <br /> CI05 =STABALIZED CONSTRUCTION ENTRANCE <br /> az0 =TEMPORARY AND PERMANENT SEEDING TEMPORARY EROSION CONTROL NOTE., <br /> CI23 =PLASTIC COVERING TEMPORARY EROSION CONTROL MEASURES ON THIS PLAN ARE I117ENTED \ <br /> AS A GUIDE.ADDITIONAL BMP's MAY BE REQUIRED FOR THIS <br /> CI40 =DUST CONTROL DEVELOPMENT AS SITE&WEATHER CONDITIONS CHANCE IN THE H ADTHE ELD. <br /> C =MATERIALS ON HAND EROSIONNDT�/MENT�I50ON7ROLPER SHALEADOSll)&NATEMIN E PROJECT <br /> CERTICONCRETE HANDLING THEFIED C70/ <br /> ENGINEER AS NEEDED FOR ER09ON CONTROL RECOMMENDA DONS / \ �' <br /> CI51 = <br /> CI53 =MATERIAL DELIVERY,STORAGE AND CONTAINMENT <br /> CI54 =CONCRETE WASHOUT AREA <br /> C233 = EM 4�RNR �N <br /> SILT FENCE <br /> — <br /> � \ <br /> AD =AREA OF DISTURBANCE 11111111111 \ <br /> AD 1111 <br /> a asp cI51 cI53 I�� \ ` City of Everett Permit Review <br /> \ 27 c 33 54 / _ — — — — _ EVERETT Status:Reviewed for Permit <br /> \ / / C233 \ — 03/03/2023 4:07:23 PM <br /> \ TEMPORARY SIj7 <br /> \ FENC�PE�OE <br /> \ C101 —S76 DETAIL 1I4 <br /> / O, <br /> C101 <br /> i I FINISH GRADE s W .'1- <br /> / q <br /> --------- /-7 ---- <br /> \ / 546 \ EX GROUND) <br /> -546 _ <br /> � BERM DETAIL <br /> \ N.TS C7 <br /> \SJ � <br /> DMID NOTES / \ <br /> x �vEaF¢nnoxseotµlYN t RowMG AnourvOTO ENT I.EI'E"IE To.TI \ s-��5'x 10'EX 06200ENT <br /> 222 \ <br /> PSLUN oIPO / PER AFN 8006100221 <br /> z MNrvr \ SIR <br /> UCES THE <br /> Al <br /> aAauPswPORT RV£S U <br /> xG s N EWG WO.CT Axo sot3psL D EaFlunoxs savlslnx / <br /> ` \ ROOF DOWNSPOUT <br /> SEP TO <br /> IN <br /> Re RONnaueouNEEss oTrlemvlseAroRweo t TOO OF OF ROOF <br /> = IOW ORsumvnREAS,THE FENCE MAY NEED To <br /> DxxHUFDa £ sFEF-u><NxGnF xr <br /> E° G/GIMINTOWI A x AusiTFENCNGPAR LMMAPPED R- G TIE ,"" TZM 81—D Ic sTRExGrx, mNTouRE x[x \ Ig A SPLASH BLOCK <br /> t wnAR uz[o <br /> Imo\ 1 s DURNG ExC4VATON,MN MME MSTURRNG I� <br /> THE GRouxD AROUNDTRENw AS Muw Ass \� EXISTING ASPHALT 10' -- _ <br /> L p FEAveEE.ANDSMoorx suRFE FOIN xG \\ PROPOSED k <br /> '�.1 Exuvn I.HIMAvo D coxDENrnaI GRFEows DOWNSPOUT <br /> "MYGEOTEZTIu ;,t, UNDE-GHOM, enurE roPREVExr _________ 2% CONCRETE EXTENSION <br /> Ixrxexwxuvw ------°S7 '� "s '+ iIn'" lPSPLASH BLOCI(ENx¢„z ;; GSECTIONA <br /> 7.5"COMP DEPTH ACP RTY <br /> 2'TRANSITION 2"COMP.DEPTH CSTC7 PROPERTY LINE <br /> TYPICAL INSTALLATION DETAIL \ PAMx I/ 20' ZONE <br /> IGFOra�EFI CONCRETE AREAINsrAU RAotuP suPPaRT FOR fTYPiuU ! 17 X ITGETAnONNOTES: (TM)ET'r EL.LVL`ESEESTANOnxo ------ -- _s_ __ EDGE OF TRAVEL WAY <br /> mEaFlrnnox sE t31o1A ,. .,.�.. - I FOR ACCESSING ON OR TWO RESIDENTIAL DWELLING UNITS(ONE DUPLEX OR TWO SINGLE H 7 <br /> 2 <br /> EX GROUND FAMILY RESIDENCES). N.T.S. <br /> I seM'fP 4°CONCRETE EX GROUND ,t,t <br /> MPx' aP 2 SUBC47ADE SHALL BE PLACED AND COMPACTED IN ACCORDANCE MTH SECTION IWTBSTSW <br /> G� roMFNFxrm urno x EA TH E GTNHUDG.TxE 3"COMP.DEPTH CSTC 2-033(14)C OF THE WSOOT/APWA SPEOFICATIONS(METHOD B)SURFACING MATERIALS C R W - - <br /> SPLICE DETAIL Fxx DRAIN ROCK SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY(MODIFIED PROCTOR). �-/ <br /> o%A PARE:D NOTE. EXAMINED AND APPROVED <br /> wnx�e MITHENCE =CE1 ELPPZ'HEWIRED� asnFEFrE 6"COMPACTED SUB-BASE OR NATIVE MATERIAL <br /> F EXISTING VEGETATION IS NOT SUBGRADE COMPACTED TO 95%MAX DENSITY PLAN <br /> r� OssP ISOMETRIC �.v� CITY OF EVERETT TO BE DISTURBED (MODIFIED PROCTOR). ON THIS DAY OF 2023 <br /> PU C WORx W i QNO �4r. S O MEM BY <br /> CONCRETE DRIVEWAY DETAIL/A RESIDENTIAL ASPHALT DRIVEWAYAPPROACH DETAIL �j1 CITY OF EVERETT ENGINEER <br /> TEMPORARY SILT FENCE 214 N.T.S. CI TUTS <br /> SURVEY PROVIDED BY: DATE REVISION/ISSUED CITY FILE NO.:PW2207.022,82207-083,82207.086 PROJECT NO. <br /> PEN D'M, 06127122 ISSUED <br /> { PACIFIC COAST SURVEYS INC VENT URES LOT B <br /> cv�1p`�' �5 YN o LAND SURVEYING&MAPPING OB108122 REVISED PER CITY 220643 <br /> C fN6IYFfRIN6j 11 C - s P.0 BOX 13619 <br /> MILL CREEK,WA 98082 10/31/22 REVISED PER CITY <br /> s TEL(425)511-7099 <br /> 01/24/23 REVISED PER CITY <br /> 43199 02/22/23 REVISED PER CITYP.ODRAINAGE CZ <br /> TEL: E3®X i82 SILVANA, WA 98287 °FSSInxA.xE�G� CALL AIB HOURB mE CONTRACTOR SHALL VERIFY THE LOCA77ON OF ALL <br /> TEE: (3601 652-5820 BEFORE IbO RS UNTIES PRIOR TO ANY CONSTRUCTION.AGENCIES INVOLVED <br /> EMAIL: macengineering@fron tier.com DAh o2/2z/z3 � �� mcsraRr cas ucnoNREAsoNAeLE TIME PRIOR ra EXISTING CONDITIONS & SWPP PLAN OF 3 <br />