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1 41111 111111 11111 ND IIIII 111111 11111 NM 1 NM all N 111111 IIIIII MI NMI NB 111111 <br /> I I <br /> NOTES <br /> 1. ALL MATERIAL DEPTHS ARE COMPACTED DEPTHS. <br /> 2. IN WIDENING AREAS,THE EXISTING PAVEMENT <br /> R/W <br /> R/W 60'MIN EDGE SHALL BE SAW-CUT TO LEAVE A JOIN POINT. <br /> ANY TRAFFIC STRIPING REMOVED OR DAMAGED <br /> PAVEMENT DURING WIDENING WORK SHALL BE REPLACED IN <br /> C/L KIND OR AS DIRECTED BY THE CITY ENGINEER. <br /> y 1'MIN O O 1'MIN <br /> i.... <br /> SIDEWALK 3'MIN SIDEWALK f 3. COMPACTION TESTS ON SUBGRADE AND TOP OF <br /> F <br /> ROCK WILL BE REQUIRED.THE NUMBER OF TESTS <br /> 2%M_AX (IF USED) 1O I 2:1 MAX FILL <br /> 2%MAX SHALL BE AT THE DISCRETION OF THE CITY <br /> > �. O _ INSPECTOR.ALL TESTING SHALL BE THROUGH A <br /> �•a�:. C 04r/ <br /> GO��jOj I LICENSED TESTING LABORATORY. THE MINIMUM <br /> �4ffiii;jw' <br /> mon <br /> % " COMPACTION SHALL BE 95%OF MAXIMUM DENSITY <br /> _ 44_ //� ON BOTH SUBGRADE AND TOP OF ROCK. <br /> 2:1 MAX CUT 1: , e�5�� O <br /> MIN 2"CRUSHED 4. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, <br /> 3"HMA CL 1/2" SURFACING BASE COURSE MONUMENTS CASES,VALVE BOXES,ETC SHALL BE <br /> MIN 2"CRUSHED PG 64-22 THE RESPONSIBILITY OF THE CONTRACTOR OR <br /> SURFACING BASE COURSE 4"COMPACTED DEPTH HMA CL 1/2" DEVELOPER. <br /> 4"ATB PG 64-22,2 LIFTS REQUIRED 5. ROADWAY SECTION MAY BE PROPOSED WITH <br /> O 2 LIFTS REQUIRED SUBMISSION OF SUBSTANTIATING ENGINEERING <br /> 5"CRUSHED 6"CRUSHED SURFACING DATA,CALIFORNIA BEARING RATIO(CBR),ETC.TO <br /> SURFACING BASE COURSE SUPPORT THE ADJUSTMENT.THE PROPOSAL MUST <br /> BASE COURSE BE APPROVED BY THE CITY ENGINEER.FOR DESIGN <br /> 6"GRAVEL BORROW PURPOSES,THE MINIMUM THICKNESS OF HMA CL <br /> 1/2",PG 64-22 SHALL BE 3"COMPACTED DEPTH. <br /> COMPACTION SHALL BE AN AVERAGE OF 91%OF <br /> RICE DENSITY. <br /> ALTERNATE ROADWAY SECTION STANDARD ROADWAY SECTION <br /> OA PAVEMENT WIDTH OB CONCRETE CURB AND GUTTER <br /> I <br /> COLLECTOR ARTERIAL= 18' TYPE A-1 SEE STANDARD <br /> MINOR ARTERIAL = 22' DRAWING 307 <br /> PRINCIPAL ARTERIAL = 24'+ OC CEMENT CONCRETE SIDEWALK <br /> 3 SEE STANDARD DRAWING 312 <br /> f OD AMENDED SOIL:60%BACKFILL PER SAND <br /> f DRAINS(WSDOT STD 9-03.13).40%COMPOST. <br /> ° •pHRANGE5.5-7.0 <br /> •<5%PASSING#200 SIEVE <br /> •8-12%ORGANIC MATTER <br /> D •2 INCH/HR MIN LONG TERM HYDRAULIC <br /> CONDUCTIVITY PER ASTM D 2434 AT 85% <br /> COMPACTION CITY OF EVERETT <br /> .n •COMPOST SHALL BE FROM A <br /> a DEPARTMENT OF ECOLOGY PERMITTED PUBLIC WORKS DEPARTMENT <br /> 0 o COMPOSTING FACILITY.�°Ir "'RYAN SASS I TOM HOOD I P_ <br /> AUI WILKIJA I D"IfWBB 2'6 2017 <br /> gg ARTERIAL TYPICAL <br /> j-s ROADWAY SECTION 301 <br />