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■ NOTES <br /> ■ 1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br /> JONTS BETWEEN NEW <br /> ENT AND <br /> EXISTING PAVEMENTS PER SPECIFICATIONS. <br /> 2. SURFACE OF FUTURE MARITIME SITE SHALL <br /> CONSIST OF 12-INCH THICK COMPACTED <br /> CSBC OVER COMPACTED SUBGRADE. <br /> REEL TOP 6" DEPTH OF <br /> DUFF LAYER W/6" DEPTH OF <br /> 4—INCH STREAMBED COBBLES <br /> �■ � \ -16- 2�� LEGEND <br /> =� <br /> BERM <br /> 19 �•" _�- \ HMA PAVEMENT,9'HMA OVER 12"CRBC <br /> CE14 \ 16.92 / ��_� ` \' .\ '� ■ SEE SECTION A ON C3.2 <br /> RIM=15.27� \ '/ <br /> IE=11.47 I \ I / \13� \ L \\ ❑ HMA PAVEMENT 2'HMA OVER 12"CRBC <br /> SEE SECTION D ON C3.2 <br /> 71•A � I I ,t � -�\ � � 4,PR <br /> aP 17,30 FINISH GRADE SPOT ELEVATION <br /> ERn"UNE +� ,A� \ 0.7% FINISH GRADE SLOPE <br /> �`x`` `k PAVEMENT HORIZONTAL CONTROL POINT <br /> \ I I I I —16�rn�---\\ / _ \ I III \ \\,\ / (SEE C322 FOR PAVEMENT HORIZONTAL CONTROL SCHEDULE) <br /> /16/ I ■\ 1 r� I ( CB 1 R M515.00 <br /> IE=1226 (8' E) <br /> ■ RI H15.27 \ \I - I IE=11.62 (12'S) <br /> �$ �h <br /> IE=10.97(12"S) 17 22 <br /> 17.11 <br /> 15.58 <br /> 15.90 <br /> 6.16 CITY OF EVERETT <br /> ■ �°� \\ I,� 9 I\ RT GARDNER <br /> SOTOARC WATER <br /> I / <br /> \ I <br /> p \ �� IILITY <br /> p 2.487" \ I 17b% 2H:iVl <br /> 17.62 a $17 <br /> ■ _� ;Its — � �, <br /> a l� <br /> Ir <br /> 17.04� ■ �� I ��I I �� — <br /> ,7.80 I , 4 I lid r <br /> KEYMAP <br /> ■ It` RIDGELINE=17 52 ��... i '. \ \_J 1 �I L� <br /> ■ e 17.52 HP <br /> N:363 I _ <br /> 2 17J0 \ I I <br /> N w E:1301675.61 EX SAND BERM <br /> _ Ld w II \ I \ t I g 9� 30' 0 30' 60' <br /> 1 ■ 7.52 l \ ' / 15' 45' <br /> i I N:363143.43 Vim, - `o SCALE: 1"-30' <br /> E:1301686.06 <br /> 0 A <br /> FUTURE MARITIME TENANT <br /> CALL 48 HOURS <br /> ■ \ �I BEFORE YOU DIG <br /> r <br /> I i _ ■ / 22 \7 \\ EX BERM " lI <br /> U I 16.42 �� \J DIAL811 00 <br /> m I C819 17625` 17.30 \ <br /> a m <br /> RIM=16.14 <br /> Q / I RIM=1 __�� <br /> m L —_ VERT DATUM: NAVE) 88 <br /> — _ CONV TO MLLW — NAVD88+2.03 <br /> 6 ON i ON ON` ON ON 0 0 ON ON ON ON ON ON L — m ON HORZ DATUM: NAD 83/91 <br /> \ MATCHLINE - SEE C3. 1 0 °"� -- •^ IF SHEET IS LESS THAN 22x34 W <br /> CL< REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT °W N C3 7 <br /> � A. Jy N. WATSON 1" — 30' � <br /> OP�oe resa�gT <br /> `t S8 � DESIGNED BY: DATE: <br /> 0 <br /> Port of =�5° J BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIE NO. H <br /> EVERETT1Tff DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION —8—goo—os V <br /> 1601 Sth Avenue,Suite 1300 SM4 K. EDWARDS, D. YU N. WATSON PROJECT <br /> G P.O. BOX 538 Seattle,Washington 98101tA GRADING DETAIL PLAN NO <br /> MT—NT-2021—02.2 <br /> EVERETT, WA 98206 05/O7/2O21 NW FOR CITY REVIEW �9loASL t� ` APPROVED BY: O <br /> N (425) 259-3164 (206)382-0600 Fax(206)382-0500 / OF \ <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION l ) SHEET NO. 35 OF 149 LL <br />