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76 <br />15.38± ME <br />N <br />17.364 <br />RI <br />-4 _ 41 f <br />58 17.16 <br />■ <br />CD <br />■ NT-SDMH-02 <br />RIM=16.10 <br />1 ■ f NT-TD-02 <br />RIM=16.02 <br />Ir 16.0� � 16.07 � <br />fl <br />■ TRENCH DRAIN NT-CB-01 <br />HIGH POINT RIM=15.97 <br />RIM=16.02 <br />■ Na N <br />- - - - - - - - - - - - - <br />NT-HML-03 <br />■ <br />RIDGELINE=17.76 <br />.■ .................. �.. <br />■ <br />LiIIII <br />, <br />0 <br />r7 <br />LTV ■ <br />NT-SDMH-04 <br />RIM=15.92 <br />U ■ <br />■ NT-TD-03 <br />-------- RIM=15.80 <br />TRENCH DRAIN <br />HIGH POINT <br />RIM=16.02 - <br />NT-SDMH-12, <br />SEE SHT C4.11 <br />NT-SDMH-11 <br />RIM=15.94 - <br />iL EX BARGE DOCK <br />15.55± ME; \\ \ NOTES <br />I ME\\ \ <br />ice. A EX ROCKERY, PIP ■ <br />1. SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS <br />11 \ ■ BETWEEN NEW REPLACEMENT AND EXISTING <br />\\ \ PAVEMENTS PER SPECIFICATIONS. <br />EX RO :.EX:: U <br />17.00 2. ADJUST EXISTING MANHOLE, HANDHOLE, INLET RIM, <br />AND/OR VALVE COVER TO GRADE PRIOR TO PAVING. <br />12 ■ PROTECT -IN -PLACE. <br />�.. ONy NF\ <br />LEGEND <br />\�\ HMA PAVEMENT, 9" HMA OVER 12" CRBC <br />\� \ F� qsp . �� �� ■ ❑ SEE SECTION A ON C3.2 <br />1 18.00 \� TEMPORARY 2" PVMT NOT USED <br />I a - r �~ REPL TOP 6" OF DUFF <br />42 \ \ ��� <br />\ �� ` LAYER w/6" OF 4-INCH _ 17.30 FINISH GRADE SPOT ELEVATION <br />�STREAMBED COBBLES ■ <br />18.00 0.7% FINISH GRADE SLOPE <br />43 ��� <br />. y8 .. � \ \ PAVEMENT HORIZONTAL <br />XX CONTROL POINT <br />(SEE C3.22 FOR PAVEMENT <br />t 18.00 1 HORIZONTAL CONTROL SCHEDULE) <br />��, � t \ %`, �� JAB i � r_ � ■� <br />OR <br />L NT-HML-04 -`�oP oa7�'� <br />n <br />- 44 q ...' <br />T�0P <br />MATCH EX PVMT EDGE..J: <br />NT-CB-10, NT-CB-22, NT-CB-11- 18 - <br />SEE SHT C4.11 SEE SHT C4.11 I RIM=17.17 17 <br />C;iSEE 16 53+ ME <br />1 C4.11 FOR CARGO CONTAINER , <br />CONTAINMENT AREA GRADING <br />16� 2H:1 V <br />155 <br />0 <br />� x <br />10'x15' DUMPSTER & RECYCLE AREA <br />NT-SDMH-13ppr <br />RIM=15.92 <br />NT-*SDMH-15 <br />RIM=16.00 - <br />14 <br />:-X-X <br />17.30 59 0 X <br />17.37 62 18.00 <br />17.76 60 <br />J / 4� RIDGELINE / ■,�� EX <br />- NT-SDMH1 PUD 16 34 � ✓� \ <br />RIM=17.01 / f SUBSTATION 17.58 X T 61 17.58 \ <br />Ld <br />I � <br />0 0° a G vell CD <br />X X X : X X. X X / r7 <br />a1.s- 15 ■ LTV \ <br />16.77 � 16.77 ■ \ \` <br />NT-SDMH-17 <br />RIM=16.10 U <br />■ <br />■ <br />15.85 <br />■ _�_�_�___ a a I <br />�6 16 <br />15.85 NT-SDMH-14 TRENCH DRAIN <br />TRENCH DRAIN RIM=15.80 HIGH POINT NT-CB-14 <br />HIGH POINT RIM=15.80 RIM=16.06 <br />RIM=15.80 <br />0 �� •s <br />00 o0 <br />- - - - - - - NT-HML-08 NT <br />/LrL <br />- - - - - - - - - - - - - - - - <br />E - SEE <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 />® <br />12/02/2021 <br />JB <br />DELETE ECOLOGY BLOCK WALL, <br />ADD EX WITS GRAVEL PAD <br />CONTOURS AND UPDATE FINAL <br />GRADES & PAVEMENT COORDINATES <br />0 <br />12/02/2021 <br />NW <br />2-INCH TO 9-INCH PVMT <br />±2 <br />07/28/2021 <br />NW <br />ADDENDUM 4 <br />jE <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />A0 <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0. <br />DATE <br />BY <br />REVISION <br />0 <br />07/05/2023 <br />NW <br />I RECORD DRAWING <br />NO. <br />DATE <br />BY <br />REVISION <br />PROJECT ENGINEER: <br />SCALE: <br />tECORD CONDITIONS <br />N. WATSON <br />1 " = 30' <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY <br />DATE, <br />J. BECKER <br />05/07/2021 <br />INFORMATION <br />'ROVIDED BY THE <br />DRAWN BY <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />:ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />/ERIFIED BY ENGINEER. <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />GRADING DETAIL PLAN <br />(3 OF 7) <br />KEYMAP <br />• • • •• <br />SCALE: 1 • <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />I DWG. NO. C3.6 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021 -02.2 <br />SHEET NO. 34 OF 150 <br />Z <br />