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1 1 <br /> NOTES <br /> 1. ALL MATERIAL DEPTHS ARE COMPACTED <br /> DEPTHS. <br /> PAVEMENT 2. IN WIDENING AREAS,THE EXISTING PAVEMENT <br /> C/L EDGE SHALL BE SAW-CUT TO LEAVE A JOIN <br /> POINT.ANY TRAFFIC STRIPING REMOVED OR <br /> r ALTERNATE ROADWAY SECTION STANDARD ROADWAY SECTION - DAMAGED DURING WIDENING WORK SHALL BE <br /> REPLACED IN KIND OR AS DIRECTED BY THE CITY <br /> 0 ENGINEER. <br /> R/W R/W <br /> I <br /> 3. COMPACTION TESTS ON SUBGRADE AND TOP OF <br /> ROCK WILL BE REQUIRED. THE NUMBER OF <br /> TESTS SHALL BE AT THE DISCRETION OF THE CITY <br /> 1'MIN 1'MIN INSPECTOR.ALL TESTING SHALL BE THROUGH A <br /> Op 5'MIN O O ) <br /> LICENSED TESTING LABORATORY. THE <br /> OF USED MINIMUM COMPACTION SHALL BE 95%OF <br /> i_1- 2%MAX LANTE <br /> STRIP 2%MAX 2:1 MAXIMUM DENSITY FOR BOTH SUBGRADE AND <br /> iv�� 1 O MAX FILL TOP OF ROCK. <br /> 2:1 �j��%j����� <br /> MAX CUT ��� y 4. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, <br /> ti /. MONUMENTS CASES,VALVE BOXES,ETC SHALL <br /> 2"MIN CRUSHED +,> 011' "''`i BE THE RESPONSIBILITY OF THE CONTRACTOR OR <br /> SURFACING BASE <br /> •••• <br /> DEVELOPER. <br /> COURSE 3"HMA CL 1/2", MIN 2"CRUSHED SURFACING 5. ROADWAY SECTION MAY BE PROPOSED WITH <br /> PG 64-22 BASE COURSE SUBMISSION OF SUBSTANTIATING ENGINEERING <br /> 3"ATB 4" DEPTH CL 1/2", DATA,CALIFORNIA BEARING RATIO(CBR),ETC. <br /> PG COMPACTED 2 LIFTS REQUIREDTH HMATO SUPPORT THE ADJUSTMENT.THE PROPOSAL <br /> 4"CRUSHED SURFACING MUST BE APPROVED BY THE CITY ENGINEER.FOR <br /> BASE COURSE 4"CRUSHED SURFACING BASE COURSE DESIGN PURPOSES,THE MINIMUM THICKNESS <br /> 4"GRAVEL BORROW OF HMA CL 1/2",PG 64-22 SHALL BE 3" <br /> COMPACTED DEPTH.COMPACTION SHALL BE AN <br /> AVERAGE OF 91%OF RICE DENSITY. <br /> CONSTRUCTION NOTES <br /> 'i <br /> O RIGHT-OF-WAY REQUIREMENTS O CEMENT CONCRETE SIDEWALK SEE <br /> SHORT PLAT ACCESS STREET=50' STANDARD DRAWING 312 <br /> LOCAL ACCESS A =60' <br /> 3 LOCAL ACCESS B =60' O AMENDED SOIL:60%BACKFILL PER SAND <br /> t O PAVEMENT WIDTH DRAINS(WSDOT STD 9-03.13).40%COMPOST. <br /> Y. B •pH RANGE 5.5-7.0 <br /> SHORT PLAT ACCESS STREET=12' •<5%PASSING#200 SIEVE <br /> LOCAL ACCESS A =14' •8-12%ORGANIC MATTER <br /> LOCAL ACCESS B =16' •2 INCH/HR MIN LONG TERM HYDRAULIC <br /> CONDUCTIVITY PER ASTM D 2434 AT 85% <br /> i OC CONCRETE CURB AND GUTTER TYPE A-1 COMPACTION <br /> SEE STD DWG 307 •COMPOST SHALL BE FROM A CITY OF EVERETT <br /> DEPARTMENT OF ECOLOGY PERMITTED <br /> 6 COMPOSTING FACILITY. PUBLIC WORKS DEPARTMENT <br /> pp8 <br /> ' <br /> Y RYAN SASS I TOM HOOD I uPAUL WILNELM I W 09RB 2172018 <br /> SS TYPICAL ROADWAY SECTION <br /> NON-ARTERIAL STREETS 302 <br /> 1 I - <br /> n - MN - - - MI NM 11111 MN NS NM N - - 11111 SE MN 111111 <br />