2200 GRAND AVE 2016-01-01 MF Import

- ----- _ - --- - -- - ------ - - --_ - - - - - - ----_ - --_ __ - - NOTES: � 1. All work shall conform to City of Everett Erosion and Sedimentation Cun;rol m � � Requirements including installation of siltation control such as fifter fabric ferxes, � � check dams, sedimentation dams, e'c. � P 2. Remove all vegetat?on including blackberries and trees as shown within the woric area. Fl�rER Faeaic Mn�Rtat. 60' wi�E ° ~ 3. All disturbed areas will be seeded or mukhed to protect from erosion Ro�Ls. u5E SiaPlEs oR wiRE � } 4. The plan is diagrammatic, the contractor is responsible to visit the site and verify RINGS TO ATTACH FABRIC TO � � m locations and quantities for removal, fill and erosion protection measures. W�RE m w 4. Coordinate all work with Landscape Architect or owners representative. 2' BY 2' eY t4 GA. 5. Project is within a high use park setting. Contractor shall install protective ferxing WIRE FABRIC OR EOUN. 6,. o around work areas. � ' �� ., UESCRIPTION OF WORK: - F7LTER FABRIC '" i. Extent of work is indicated on drawings, contractor shail visit site before j MATERIAL r s construciion and verify conditions. 2•_p�� 2' BY 2' BY t4 GA. 2. Erosion proteccion measures, grubbing out of existing vegetation irxJuding trees wIRE FABRIC OR EOUIv. 2 -� shown on plans, preparation of sub grade for patii, importing fill materials, 5'-0" constnution of rookeri�, installation of compacted crushed rak paths and 2ilings o" . d� pdfL Of H115 WOfIC. DURY BOTfOM OF FlLTER MATERIAL 3. City of Everett Codes and Design and Construction Standards apply. iN e" ar t 2" rrtEr+cn 12� MIN. � 4. Existing conditions shown on plans are not intended as represer»tations or 2 -6 � represe N warranties of acaracy or continuiry between soii bearings. It is express!y understood s' M/oc. � 8� � lhat Owner will not be responsible for�n!crpretations or condusions drawn there MiN from by Contractor. a 2" BY 4' WOOD POS75, 57ANDARD OR 2" BY 4" WOOD POST 0 5. LoCate existing unde�ground Utiliti�; in areas of worlc. Provide adequaee means oF Bc7fER OR EQUAL ALiERNA7E PROVIDE 3/4'-1.5" WASHED GRAVEL � suppoK and protection during 2arthwork operations. Shoukl urxharted,or BACKFIL� M 7RENCH AND ON LiOTN � � SIDES OF FILTER FENCE FABRIC ON TI�E � incorrectly diaited, piping or other utilities be enmuntered during accavation, � consult owner immediacely for directions. Cooperate with Owner and uBlity �ILTER FABRIC FENCE SURFACE Q .� cumpenies in ker.piny iesGir.titive 5eivicia ard iaCiii� h�opetau-vr. Rcp'aic uB��tnyCs; — •• °-• NOT TO SCALE � "' utilities to satisfaction of utiliry owner. � � G. Protect open excavations or hazards ocarring as p�rt of this work with adequabe barricades and post wamings. ,� THE FTL7H2 FABRIC SfWJ.BE PURQf�ISFD IN A LVK17MA0115 ROLL LUT TO 7HE L6�lGiH OF TNE 64RRIER TD AH7fD tlSE OF KJIMS. NMEN 0 7. Protect structur�, utilities, sidewalks, pavements, and oUier faciliti�from damage .toWTSnRE NE�S4RY,F7LrEIt aoTHstbu16E5W.rcm 70Gt7HBt ONLYArASUP�DRT PRSr,wm�A MtNlrKAM 6-tNol oVER►N',AND � (� caused by settlement, lateral movement, undermin��g, washouG and other hazards �TM��rF�^`m roTMEP'°aT ^� createdby�erthwOrkOperatlonS. A. THEFILTERFABR/CfEN(FSFWIBEINSTALLmTDPoLLOW7HE(X7MWRS(WHFREf�ASfBLEJ.JHEf'EN(.EP0575SNMLBESPAIFDA � N 8. Perform excavation within drip line of large tree to remain by hand and probect the �Mpp6FffrAVARTAN�DRrvovsFNREtY WTo 1HE c�touNo(MtNIMUMOF3o1Na�s). root system from damage or dryout to the gmatest extent possible. Maintain moist ✓ condilionforrootsystemandcoverexposecirootswithtxirlap. Paintrootcutsofl- G A��-�a�vATID,ROUGHLY81NOfESWlDEANDI2INQ�E5D�TP,UPSI.OPEANDALUAQ-NTTD7HEWOODP067Ti7Al1CVV � N 1 inch diameter and larger with emulsified asphalt Uee paint. mE F71'7ER Fi1BRtCTO eEBUR�. � L7 j� 9. Unauthorizedexcavatlonconsistsofremovalofmaterialsbeyondindicatedsub p, µq{p�57�Hp1RpSTRfNGTHF/L7HtFABRICLSUS�,AN?REM6fI5l1PPIDR7fDVQ511ALL�FASiEM�SECURFIYTOT}IEUPSLOPESIDEOF �j gradeelevationsordimensionswiUioutspecificdirectionofArchitect. Unautliorized rr+eAo�srsu�c�w-ounw�srar�sar�asrinvo��arc,�wn�soa�Rn�s.n+ewrrs�sruu�xrFn'onr►aT►+ernavo+ g� excavatlon, as well as remedial work directed by Architec� shall beatConUactors AMINIMlM10F�INQI6AA�57W'�MD��fEN��OREiHAN'?6AKNBA9WETHEORIQNALC�tOl1N0�ACE ��n� Datc 7/30/03 10. Stabili of Excavation: Slope sides of excavations to com with local oodes and �' T"E�'""�D�"��esrwu'a�srav�°R wr�m mE�'�vn m mo+es o�n�E Fr�wc sxau e�ar�rvo�rxro Revised �Y PN THE iRETIQl. THE FABRfC 9W1 NOT IXTHVD MORE T}fAN 367NOIES ABO'VE THE ORIGINAL GRIX/ND SURFACE FILTER FABR7C SF{N.L NOT BE ordinances having jurisdiction. Shore and brece where sbping is not possible srnRm ro DasrnvG rn�s. because of space restrictions or stability of maberiai exqvated. I1. MainWinsidesandslopesofexcavationsinsafemndilionuntllcompletionof F ►+�^��-�TM��r-neRtcavoao.s�r�osrsv�ucn�tts�o,iHEwtREM6Ha�PPortrtFN�MnreE�ttrftnw�v.rNsuaf n backFilling. A U� TffE FILTHt FABRIC IS STi1PLm OR WlRED DIR[iTLY TO 7HE A06T5 WRH ALL OTtlER PROVIAONS OF STANDArsn N07E'E'APPI.YIlVG. '��1� �� 12. Stockpile all materials on site as needed, do not store wilhin drip lines of tree5 G. T}/EiRENalstWl BE 6400-n1tD Wmr3/fW01 MtN1MMID1/NtETHt WAslf�GRAV9- � Q indicated to minain. � I3. Imported fili shali be free of large material over l foot in diameter, wood, refuse, H ��F��U"��rn��A R1RP�'&7fNOTBEPDRETHEUPSLOPEAREA WLSBEEN P9tMM�1TLY STA81Lf7ED. debris, weeds or weed parts. Materials shall be subject to ap{xoval and be su'�table for a��+�Q compaction as specifieci ro provide a firtn base for paUn(95 %)and landscaping 1. q�7ER FABRICFBI�SSHALL BEIIV�EC7ID IMMmlATH.YAFTFR FAQ/RAUVFAl1.ANDAT LEASi'OMI(.Y WRING PkOLOfVGED RA7NF/LLL. ANY �"�°" (90%). Top 2 feet of all landscaped fill aieas muidied and hydroseed shall be 2 way ��TM��T�r• l topsoil. Paths shall be 4 inches thick, base shall be 2 irxhes of compacted aushed roc�:with a top course of 2 inches compacted 3/8 inch minus crusheci rock. "�" 14. Paths shall be 7 feet wide,g2ded at a maximum 5 % slope and provided wRh a 1% Sj j(:��I' p� cross slope draining to the downhill side. 2 nr 9 .