1505 112TH ST SW 2018-01-02 MF Import

R/W 60' MINIMUM PAVEMENT (A VARIES I O I I -~MIN S•-B• OA A MIN C ]' VARIES C Mq` MIN �- C` CRUSHED SURFACING TOP COURSE ALTERNATE ROADWAY SECTION 5- CLASS B ASPHALT- 2 LIFTS REQUIRED 6' ATB 2 LIFTS REQUIRED S' CRUSHED SURFACING TOP COURSE nA PAVEMENT WIDTH COLLECTOR ARTERIAL • 16 MINOR ARTERIAL - 22' PRINCIPAL ARTERIAL • 24+' GENERAL NOTES 2- CRUSHED SURFACING TOP COURSE STANDARD ROADWAY SECTION -A- COMPACTED DEPTH CLASS B ASPHALT 2 LIFTS REOUIREU -6- CRUSHED SURFACING TOP COURSE 5' GRAVEL BORROW OB CONCRETE CURB ANU GUTTER TYPE A -I SEE STD DWG 305A © CEMENT CONCRETE SIDEWALK SEE STD DWG 306 ,N WIOU+III4 AREAS THE EXISTING PAVEMENT EDGE SHALL BE SAW -CUT TO LEAVE A JOIN POINT ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WIDENING WORK SHALL BE REPLACED IN KIND OR AS DIRECTED BY THE CITY ENGINEER 2 COMPACTION TESTS ON SUBGRADE AND ROCK04ADE SHALL BE REQUIRED THE NUMBER OF TESTS SHALL BE AT THE DESCRIPTION OF THE CITY INSPECTOR ALL TESTS AS REOUIRED SHALL BE AT THE EXPENSE OF THE CONTRACTOR 00 DEVELOPER THROUGH ANY LICENSED TESTING LAB OF HIS CHOICE THE MINIMUM COMPACTION SHALL BE 95% OF MAXIMUM RELATIVE DENSITY ON BOTH SUBIRADE AND POCK SURFACES ADJUSTMENT OF CATCH BASIN LIDS OR GRATES. MONUMENTS USES. VALVE BOXES. ETC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER J ROADWAY SECTION MAY BE ADJUSTED WITH THE APPROVAL OF THE CITY ENGINEER UPON SUBMISSICn OF SUBSTANTIATING ENGINEERING DATA (SOILS TEST. ETC) TO SUPPORT THE ADJUSTMENT FOP DESIGN PURPOSES. IN ALL CASES THE MINIMUM THICKNESS OF CLASS B ASPHALT SMALL BE ]- (COMPACTED DEPTH) COMPACTION SHALL BE A MINIMUM AVERAGE COMPACTED DENSITY OF 92% DF MAXIMUM DENSITY TYPICAL ROADWAY SECTION 9-21-91 I 301 ARTERIALS I Conte l — CITY OF EVERETT — PUBLIC WORKS DEPARTMENT