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A <br />COMPACT <br />SUBGRADE <br />TYPICAL ASPHALT PAVEMENT SECTION <br />C3.11 C3.2 SCALE: NTS <br />COMPACT <br />SUBGRADE <br />rinnrl I nMAr\ <br />V LV VI\IV L I LI\ <br />1 <br />ASPHALT PAVEMENT SECTDON MTH SMI-E LAYER GEOGRID <br />C3.11 C3.2 SCALE: NTS <br />COMPACT <br />SUBGRADE <br />MK11C 11 nMAnr <br />vL l\1v L I LI\ <br />ASPHALT PAVEMENT SECTDON MTH MULTI -LAYER GEOGRM <br />C3.11 C3.2 SCALE: NTS <br />Port of <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />12/02/2021 <br />NW <br />2—INCH TO 9—INCH PVMT <br />0 <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />/D <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0, I DATE I BY <br />REVISION <br />N0, I DATE I BY <br />REVISION <br />SECTION D NOT USED <br />TYPICAL ASPHALT PAVEMENT TRANSFION SECTION <br />C3.11 C3.2 SCALE: NTS <br />SECTION E NOT USED <br />TYPICAL ASPHALT TRANSITION RAMP SECTDON <br />C3.1 1 C3.2 SCALE: NTS <br />IECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />INFORMATION <br />'ROVIDED BY THE <br />:ONTRACTOR.RECORD <br />:ONDITIONS WERE NOl <br />✓ERIFIED BY ENGINEER. <br />RECORD DRAWING <br />PROJECT ENGINEER SCALE N. ASS SHOWN I PORT OF EVERETT <br />N. WATSONW <br />DESIGNED DATE: <br />J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT <br />DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION <br />K. EDWARDS, D. YU N. WATSON PAVEMENT SECTIONS <br />APPROVED BY: <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. C3.2 <br />CIP No. <br />1-8-900-05 <br />PROJECT <br />NO MT-NT-2021 -02.2 <br />SHEET NO. 30 OF 150 <br />Z <br />a <br />U <br />LU <br />