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1 - �1 6 EX BARGE DOCK <br /> 767 <br /> =11117- _ 5--_� -> �\ NOTES <br /> �' -- -� -- 1c=v �16� 17.39 S MIEN (i \ EX ROCKERY, PIP ■ 1. SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS <br /> D g �,� <br /> RIM-17.27 BETWEEN NEW REPLACEMENT AND EXISTING <br /> IE=9.85(12"N) , - �� PAVEMENTS PER SPECIFICATIONS. <br /> IE=6.84(36"E,W) 17.36 RO .EX PUS <br /> 17.00 / \\\\\ 2. ADJUST EXISTING MANHOLE,HANDHOLE,INLET RIM, <br /> _ <br /> ---- -_ 15.38± ME i \�� AND/OR VALVE COVER TO GRADE PRIOR TO PAVING. <br /> ■ 12 \ \Z� \\� ■ <br /> ■ & ✓ 20 ti�^ oy�XN\ PROTECT-IN-PLACE. <br /> 15.55± ME <br /> J \ �� �� ■ LEGEND <br /> S MH2 <br /> IM-16.10 \\ ■ HMA PAVEMENT,9"HMA OVER 12"CRBC <br /> R \ REPL TOP 6" OF DUFF ■ SEE SECTION A ON C3.2 <br /> IE=12.73(12"N) \ _ <br /> IE=Zo7(36" W)E, LAYER w/6" OF 4-INCH ■ <br /> 6.07 16,07 16.07 STREAMBED COBBLES <br /> HMA PAVEMENT,2"HMA OVER 12"CRBC <br /> " TD2 I $ � gspH r�V \� SEE SECTION D ON C3.2 <br /> �\ <br /> 17.30 FINISH GRADE SPOT ELEVATION <br /> \ 1 \ ■ 0.7% FINISH GRADE SLOPE <br /> RM1=16.02 / ( J \- F, \``\ PAVEMENT HORIZONTAL <br /> \��'� <br /> IE=14.50 TD r ` \\ 17.00 \ 8\ ��\\\ XX CONTROL POINT <br /> IE=13.02 (12 ) - \\\ (SEE C3.22 FOR PAVEMENT <br /> / I �, `✓ �-� \�� --- ■ HORIZONTAL CONTROL SCHEDULE) <br /> L) l op op <br /> - -----_- -- -- I LP4 <br /> 17 �61\--J� <br /> ■ - H N '16.36± ME\ MATCH EX PVMT EDGE L 18 <br /> ■ �'� <br /> ■ - <br /> 616.53± ME 17 <br /> I RIDGELINE=17.76 _ _ I.I x 1\\- <br /> � . �J � 16.42± ME <br /> 0 � J � � -� <br /> X\ <br /> PUD 16 X` �''< 9 (� <br /> I I\ II� SUBSTATION \ <br /> V CB14 <br /> _ �- �yJRIM=15.27 <br /> ■ �16 Ix �� � J A CIE=1L47 <br /> 17 <br /> ■ SDMH4 CB13 10'x1 DEMPSTER&RECYCLE AREA _-----1 6-- n <br /> RIM=15.92 RIM=15.92 -16- 15 ■ ).yf / a ' <br /> Ld ■ IE=11.69(12"E) IE=10.30(24"E) 14 >�� J <br /> IE=8.84(24"N) IE=9.85(12"N) 16.02 HP <br /> I IE=8.84(24"S) IE=9.85(24"S) <br /> IE=7.84(36"W) 16- <br /> / \ <br /> o q I ■ <10.97(12"S) <br /> _ 16.02 HP 16.02 HP 16.02 HP p/ �- <br /> ° D3 ------ 0 -- -,6-15.85 \ ,4,7_ . G\EYMAP <br /> 1.50% 1.50% 1.50% 1.50% <br /> GRAD E BREAK J i <br /> -r------ ---��------- r----------16------- / <br /> A 16 CM2 <br /> RMRB1= 27 6� 30' 0 30' 60' <br /> IE=112.00 1F_ IE=12.00I <br /> 6.99 16.41 ■ 15' 45' <br /> v ■ SCALE: 1"-30' <br /> / ----------------------------��-\\ - 16.32 <br /> 5% MAX -A <br /> ■ gN z 17.59 17.01 I =N z CALL 48 HOURS <br /> ■ - - - - - - - - 4-7 1 -47 - - - BEFORE YOU DIG <br /> ®W �� ��� EKI* \ ® DIAL 811 00 <br /> v , �� / PJA <br /> m LP8 <br /> < -1 ----- --------------------18-- LP <br /> ------- �17.04 <br /> VERT DATUM: NAVE) 88 <br /> ■ / \ J r - CONV TO MLLW - NAVD88+2.03 <br /> m HORZ DATUM: NAD 83/91 <br /> m7T m m 0 0 0 0 ""' m ATC H L0 N S E E C 18 \ IF SHEET IS LESS THAN 22x34 W <br /> m < REDUCE SCALE ACCORDINGLY <br /> m <br /> 0 N LU <br /> PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT °W N C3 6 <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 /> DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION <br /> EVERETT1Tff -8-goo-os V <br /> 1601 Sth Avenue,Suite 1300 ygpl4 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 A 05/07/2021 NW FOR CITY REVIEW �sloASL t� ` APPROVED BY: O <br /> N EVER T, WA 98 (206)382-0600 Fax(206)382-0500 /3 0C <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION ( f ) SHEET N0. 34 OF 149 LL <br />