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NOTFS: -- --- ------ - — -- o 0
<br /> 1. All work shall conform to City of Everett Eros'an and Sedimentation Controi `"
<br /> � �
<br /> Requirements `.�cluding installation of siltation control such as fiRer fabric fences, --
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<br /> check dams, sedimentation dams, etc. m �
<br /> 2. Remove all vegetation including blackberries and trees as shown within the wor�c area. Fi�7ER FaeRic Mn�rtUv- 50� WIDE v `^
<br /> 3. All disturbed areas will be seeded ur mukhed to protect from erosion ROLLS. USE STAI'LES OR WIRE = #
<br /> 4. The plan is diagrammatic, the contrador is responsible to visit the site and veriry � RINCS TO AT7ACH FABRIC 70 � � �
<br /> locations and quantities for removal, fill and erosan protectior� measures. W�RE � � w
<br /> 4. Coordinate all work with Landsca p e Architect or owners r e presentative. 2' eY 2' BY ta Gn.
<br /> 5. Project is within a high use park setting. Contractor shali install protective ferxing W I R E F A B R I C O R E Q U N. 6.. n
<br /> around work areas. � �
<br /> �
<br /> DESCRIPTION OF WORK: �
<br /> -- — FlLTER FABRIC �
<br /> 1. Extent of work is indicated on drewings, contrac.tor shall visit sihe before � __ -__ :__ MATERIpL �
<br /> construction and verify conditions. 2'_0" _ _ _= 2' BY 2' Bl' 14 GA. 2,_�„ v
<br /> 2. Erosion protection measures, grubbing out of existing vegetation induding trees - --�- _-= = WIRE FABRIC OR EOUN.
<br /> shown on plans, preparation of sub grade for path, importing fill materials, ===-=--=
<br /> construction of rookeries, installation of compacted cn.5hed rak paths and 2ilings ' 5'-0"
<br /> �. .
<br /> afP, polt Of U11S WOfiC. BUR`! BOTTOM OF FlLTER MATEPoAL 12' MIN. �
<br /> 3. City of Everett Codes and Design and Construction Standards apply. tN s" sr �z" TRENCH
<br /> 4. Existing conditions show� on plans are not inbended as representations or 2 -6 N
<br /> warranties of accuracy or continuity between soil bearings. It is ocpressly undersbood s' MAx. 8� �
<br /> that Owner will not be responsible for interpretations or mrxlusions drawn there MIN a
<br /> from by Contrac0or. 2" Bi' a" wooD Pos7 0
<br /> 5. Locate existing underground utilities in areas of work. Provide adequate means of 2" BY 4' WOOD POS7S, S7ANOARD OR �
<br /> BETfER OR EOUAL ALTERNATE PROVIDE 3/4'-1.5" WASHED GR4VEL �
<br /> support and protection during earthwork operations. Shoukf uncharted,or BACKFILL IN TRENCH AND oN BOTH � �
<br /> incorrectl}r charted, piping or other utilities be encountelecl during excavation, SIDES OF FILTER FENCE FABRIC ON THE � �
<br /> SURFACE
<br /> consult owner immediately for directions. Couperate with�hvner and utility FILTER FABRIC FENCE .O
<br /> companies in keeping respective services and facilities in operadon. Repairdamaged - � �
<br /> utilities to satisfactan of utiliry owner. NOT TO SCALE � ;.d
<br /> 6. Protect open excavations or hazards aarring as part o!this worlc with adequabe � O
<br /> bdrriCedeS and po5t waming5. p, THE FIL7ER FABRIC SHALL BE NR2QiASfD IN A Lt7N1IM/OUS ROLL A!r T0 7HE L BdGTH OF THE B9RRIER TO AWID USE 0F707Ni5.WHEN W
<br /> 7. Protectstruetures, Utiliti25, 5idewdlkS, pavertlent5, andotherfacilitiesfromdamage IOMiSARENECE5S4RY,FRTERaOTH5fUY19E5VlIlIDTDGf7Tl6QONLYATASUPPORTP0.ST, N?THAMINDMM6-DV(]fOVFRlAP,ANO U
<br /> caused by settlement, Iaterai movement, undermining, washout,and other hazards eon+�rossEa�aYFas►a'�roTMerasr. F,�, �
<br /> created by earthwork operations. E. 7HE Fu7ER FABRIC FEN�SwuL eE INSiAu.ED iD FoiLOW nfE oDN►t7URs MRIERE F�SIBIE).7HE�POS►5�All BE SPA�D A C� F,
<br /> 8. Perform exravation within drip line of large tree to ranain by hand and probect the �OP6�qp,�TM�Dtt1VeN5EA1RB.YDiROTHE GRouND(MUIWIMOF3olNo►es)• �
<br /> root system from damage or dryout to the great�t�t possible. Maintain moist r, �
<br /> condition (or root systertl and cover exposed rools witfl bu�lap. Paint root Ms of I- C. .4 TRHVO1SHAl1 BEIXGVA7ID,ROU(�1LY8 WOIES N70EAND 127N01ESD�,UPSLOPEANDADIA(H�1TTO iHE N�00D►�OSTTt7AllOW rr�
<br /> �
<br /> 1 inch diameter and larger with emulsified asphatt tree pairrt. niEFn�t FiieVttCro eeeun�. � v
<br /> j� 9. Unauthorized excavation consists of remoral of materials beyond indicabad sub p, yy�y�,�yp�pp�py�����c1sU6�,A wtREMesHSt�rPioRT�S►uLLeEFAs►nVEDs�aRe.vro'►Het�s.ovEs�EOF
<br /> �j nradeelevationsordimensionswithoutspecificdirectionofArchitect. Unauthorized THEP0.S1SId57NGHEAW-Dtm'w/R.'S7AP�E5A7tFAST1DVOILONG,T7EWIRB�R►IOGRWC�7HEWUtE5HAl1ExTEND7NNiHE7RH�GH
<br /> g J excavation, as well as remedial work directed by Archibect, shall be at Contractors A����+�������������������'
<br /> ��n�. Date 7/30/03
<br /> lO. StabiliryofExcavation: Slopesidesofexcavationstocomplywithlocaloodesand �' ����Hhni�F.�eat�s�utleEs7M1.EDORwm�7►������TMEFAerstCSFw.�eEIXiE�vD�rNro Rev�sed
<br /> THE TROIOL if�FABRJC SHAIl NOT IXiEND MORE Tf/AN 36 7NQESABOVE 7HE ORlG(NAL GRWND SURFA�FIL7ER FABRIC SHALL NOT BE
<br /> orAinances havi�g jurisdiction. Shore and brace where sbping is not possible Srqp�.EOTo Fws►TniG 7rt�S.
<br /> because of space restrictions or stability of material excavated.
<br /> 11. Maintain sides and slopes of excavations in safecondition until complebon of F ��Rn'SiRENv7HFt1.TmFABRtcav�aa�RPoSTsv'1�'1GARE1�,'�w�M�IStwPaerr�EN�MnYeEEurman�D.Dvsuof c�1 nM
<br /> backfilling. ACAS�,THEF7ITFRFABRiCI55TAV1IDORwlREDDIRECRYTDTHEPQSISWITNAll0T31ERPROVlSTOfiLSOFSfANDARDN07E'PAPPLYUYC d`���1✓
<br /> 12. Stockpile all materials on site as needed, do not store with�n drip IirlPs of trees G. iHE iReVt7lsW.l BE94affNID wml3/4nVol MAfnM�l oLNffist waSH�GRAV9-. I a�v�Q
<br /> indicated to remain.
<br /> � 13. Imported fill shall be free of large material over 1 foot in diamete�, wood, refuse, H ��F�����������'����'��'���ETMEUPstor�axFA wtsem�l
<br /> debris weeds or weed rts. Materiais shall be su �nr��'
<br /> , pa bject 6o apprvval and be suitable for ���6
<br /> compaction as specified to provide a firtn base for paths(95 %) and landscaping �. Fn.nx�ewcFnvcFssrw.eeen�c�rmn�um.rnr�ena+a�n�auarnar�asra�n-rouwr�cvaaon�nan►�^u- a�n' �
<br /> (90°�0). Top 2 feet of ail landscaped fill areas muiched and hydroseed shall be 2 way �������uiB.Y.
<br /> topsoil. Paths shall be 4 inches thick, base shall be 2 irxhfs of compaeted cnuhed
<br /> «,� h�,o
<br /> rock witli a top course of 2 inches comp3ded 3/8 irxh minus crushed rodc.
<br /> 14. Paths shail be 7 feet wide,graded at a i�aximum 5 % slope and provided with a 1% SHEE�r
<br /> �� r.ross slope draining to the:downhill side. 2 OF 9
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