Laserfiche WebLink
N 111111 11111 E NS tin 11111 / N 1 MN all NM 111111 111111 .— 11111 M — <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 R/ EDGE SHALL BE SAW-CUT TO LEAVE A JOIN POINT. <br /> 2% 2% ANY TRAFFIC STRIPING REMOVED OR DAMAGED <br /> PAVEMENT _ DURING WIDENING WORK SHALL BE REPLACED IN <br /> 1'MIN c�� _ <br /> OO 1'MIN KIND OR AS DIRECTED BY THE CITY ENGINEER. <br /> 6'MIN - 3'MIN I 1 6'MIN f 3. COMPACTION TESTS ON SUBGRADE AND TOP OF <br /> ROCK WILL BE REQUIRED.THE NUMBER OF TESTS <br /> (IF USED) O O 2:1 MAX FILL SHALL BE AT THE DISCRETION OF THE CITY <br /> INSPECTOR.ALL TESTING SHALL BE THROUGH A <br /> Amigec,rs° LICENSED TESTING LABORATORY. THE MINIMUM <br /> S �� ?' COMPACTION SHALL BE 95%OF MAXIMUM DENSITY <br /> ON BOTH SUBGRADE AND TOP OF ROCK. <br /> �- Y <br /> 2:1 MAX CUT �:�d ;;; <br /> 0 r.:0;O: O 4. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, <br /> MIN 2"CRUSHED MONUMENTS CASES,VALVE BOXES,ETC SHALL BE <br /> 3"HMA CL 1/2" SURFACING BASE COURSE THE RESPONSIBILITY OF THE CONTRACTOR OR <br /> MIN 2"CRUSHED PG 64-22 <br /> DEVELOPER. <br /> SURFACING BASE COURSE 4"COMPACTED DEPTH HMA CL 1/2" <br /> 4"ATB PG 64-22,2 LIFTS REQUIRED 5. ROADWAY SECTION MAY BE PROPOSED WITH <br /> 2 LIFTS REQUIRED SUBMISSION OF SUBSTANTIATING ENGINEERING <br /> 6"CRUSHED SURFACING DATA,CALIFORNIA BEARING RATIO(CBR),ETC.TO <br /> 5"CRUSHED 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 O CONCRETE CURB AND GUTTER <br /> E COLLECTOR ARTERIAL= 18' TYPE A-1 SEE STANDARD <br /> 2 MINOR ARTERIAL = 22' DRAWING 307 <br /> PRINCIPAL ARTERIAL = 24'+ O CEMENT CONCRETE SIDEWALK <br /> 3 SEE STANDARD DRAWING 312 <br /> S <br /> s <br /> 0 <br /> 0 <br /> g CITY OF EVERETT <br /> ti <br /> 55 Err PUBLIC WORKS DEPARTMENT <br /> ryMENT <br /> .71 <br /> WON 'IOAN SASS ITOM HOOD IUPpUEWIEHE4M ] WRB 04/26 2017 <br /> 8 mg <br /> nuuweuwwax. <br /> ARTERIAL TYPICAL <br /> /s� ROADWAY SECTION 301 <br /> I I <br />