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FINISH GRADE PLACE CONTINOUS ROW OF GONG 8, A <br /> ECOLOGY BLOCKS ALONG PVMT EDGE d.. <br /> WHERE THE PVMT THICKNESS ° <br /> TRANSITIONS FROM 9 TO 2 INCHES. °' n <br /> PRIME AND PAINT ALL EXPOSED <br /> 0� �_ CONCRETE SURFACES WITH TWO <br /> COATS OF "SAFETY YELLOW". d <br /> Q <br /> � 1H:1V N 7� <br /> COMPACT o 0 <br /> m m <br /> SUBGRADE <br /> Tfl Tfl„I-I�I-I <br /> COMPACT <br /> A TYPICAL ASPHALT PAVEMENT SECTION SUBGRADE <br /> C3.1 C3.2 SCALE: NTS <br /> TYPICAL ASPHALT PAVEMENT TRANSITION SECTION <br /> C3.1 C3.2 SCALE: NITS <br /> FINISH GRADE <br /> Y <br /> Q <br /> 12' ASPH TRANSITION RAMP <br /> Q 07 Y <br /> rn = FINISH GRADE LU o w <br /> a <br /> 0 0 0 0 0 0 0 0 07 < <br /> o U Sq MAX o FINISH GRADE N = <br /> m ¢ —a < <br /> COMPACT <br /> SUBGRADE GEOGRID LAYER <br /> Tl�11�11�1111 <br /> I-III-III- <br /> II II <br /> .���lil��� ��-i <br /> C 0 M PACT <br /> SUBGRADE <br /> n ASPHALT PAVEMENT SECTION WITH SINGLE LAYER GEOGRID <br /> C3.1 C3.2 SCALE: NTS <br /> E TYPICAL ASPHALT TRANSITION RAMP SECTION <br /> C3.1 C3.2 SCALE: NTS <br /> FINISH GRADE <br /> a <br /> x <br /> O U <br /> COMPACT III it - <br /> SUBGRADE GEOGRID LAYER <br /> °m r� VERT DATUM: NAVD 88 <br /> C ASPHALT PAVEMENT SECTION WOTH MULTI-LAYER GEOGRID HORZ DATUM:NAD 83/918+2.G3 � <br /> C3.1 C3.2 SCALE: NTS W <br /> IF SHEET IS LESS THAN 22x34 _ <br /> a m REDUCE SCALE ACCORDINGLY > <br /> !D PROJECT ENGINEER: SCALE: DWG. NO. <br /> A. N. WATSON AS SHOWN PORT OF EVERETT C3.2 <br /> �l�qS p4 TAga ,�+� DESIGNED BY: DATE: <br /> Port of a�5° �0 DESIGNED DATE: 202, NORTON TERMINAL DEVELOPMENT C,P NO H <br /> EvERETT DRAWN BY: CHECKED BY: « MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> 1601 5th Avenue,Suite 1300 37014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> NP.O. BOX 538 Seattle,Washington 98101 ® DSiD,i2D2, NW FOR CITY RENEW gy 1s .a� PAVEMENT SECTIONS NO. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 APPROVED BY: O N EVER T, WA 98 (206)382-0600 Fax(206)382-0500 <br /> PROJECT NO.1600120 NO. I DATE I BY I REVISION NO. I DATE I BY I REVISION SHEET NO. 30 OF 149 LL <br />