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. ...! • -„ <br />• • . • • <br />4.4 -,•••*r.-4▪ ...• • • •-• <br />el -A= • i• .217;;ATI:it • 7' <br />.• ,s <br />• • •. <br />t. <br />;• <br />411Mi. <br />• • - <br />• R / w <br />- • • • • - <br />4:62.4117.7.•,' • <br />— • R/W 44. _.•: 60 'Minimum ••--,--- <br />• • • 11.. <br />® <br />foot:: <br />n •••• <br />• <br />aj%ds s..inimmitimmumilh111111•1111111111111,11111112111111111111181111111111E11111Pirar <br />5gairINE.4.arwsir.111"TieS.-IPCX-1116. .97.3;rvilLEC'Wt."7:57/1.t.127•47.9 <br />it MEW <br />, • . <br />; • - <br />0-18' Collector Arterial . ' <br />22' Minor Arterial • <br />24'+ Principal Arterial • <br />Curb & Gutter per Std. Plan #305 <br />®_Cement Concrete Sidewalk per Std. Plan #306 <br />0./c c7i4e&"9-4( <br />(9,4 A5PPA-C--Pr ee-n-55 <br />* - 2.!;•.(1F777S , <br />- 10-.4CAT.(Pg <br />.20C2,$7.717(..„: <br />624-ve-C-. 0-6C <br />5 <br />STANDARD ROADWAY SECTION <br />4" compacted depth <br />Class "B" Asphalt - 2 Lifts <br />Required <br />6" compacted depth - - <br />Crushed Surfacing Top Course ... <br />Gravel Base <br />, . <br />GENERAL NOTES: <br />• -• <br />. ' <br />11 <br />ALTERNATE ROADWAY SECTION <br />3" - Class "B" Asphalt - 2 Lifts <br />6" - ATB <br />- Cr. Surf. Top Course - • <br />. • . • • <br />• r. • • • . -- • - - !."77:;--'-'17.:-:•••••••:-;-,--"7::; • -.7 <br />1. In widening areas, the existing pavement edge shall be "saw -cut". to leave a .41:17efp. <br />join point. • Any traffic •striping removed or damaged during widening work <br />shall_be replaced in kind or as directed by the City .Engineer. <br />2. Compaction tests on subgrade and rockgrade shall be required. -.The number <br />of tests, required shall be at the discretion of the City Inspector. :All <br />'•:" tests as required shall be at the expense of the Contractor or <br />through any licensed testing lab of his choice. ...The minimum compaction <br />shall be 95% of maximum relative density on both subgrade and rock surfaces.:z.-_:_;:. <br />3. Adjustment of catch basin tops, monument cases and valve boxes <br />shall be <br />the responsibility of the Contractor or Developer as required.---- <br />- 4.- 'Roadway sections may be adjusted with the approval_ of the City Engineer upon <br />submission of substantiating engineering data (soils tests, etc.) to support <br />the adjustment. . For design purposes, in all cases the minimum acceptable <br />-. -thickness of Class "B" asphalt shall be 4 inches (compacted depth) .if :over <br />- • <br />aggregate only and 3 inches (compacted depth) if over ATB. Compaction sh41:bq. <br />• minimum average compacted density of 92 percent of the maximum densi* <br />TYPICAL ROADWAY SECTIONS 7 <br />ART ER I ALS . <br />CITY OF EVERETT - DEPARTMENT OF PUBLIC WORKS - <br />date <br />,-301 <br />• <br />• number <br />TI <br />,4 <br />