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Port of <br />EVERETT <br />P 0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />N■ ■ 4■ ■ RI ■ m�� ■ ■ 219' b■ mim N■ <br />■ / 0 / 2H:1V MAX SLOPE, TYP <br />,/ <br />NT-TD-05 \ \0091 .43 ' <br />NT-CB-26 <br />/ b RIM=17.60 17.50 lj <br />I / ■ ' 18.08 / 18.05 83 \ <br />■ 1 MATCH EX GRADE, TYP <br />18.3 96 I l \ <br />V <br />■ NT-CB-19 <br />■ RIM=18.20 I <br />� 1 19.5697 <br />----------� 0 18.42 <br />20.90 8 <br />L ■ 7 N/ I� 1 ' U. <br />\ <br />f��■ �� �8 82 \ 1 <br />RIDGELINE=20.90 <br />O \ �,..� .. .. 19.22 1 <br />Ld <br />■ 20.07 <br />■ Ln <br />� w / � � �� <br />z 1 N: 363443.44 <br />/ E:130 <br />"a �_ I I 0 18.67 <br />N:363253.32 <br />20 E:1302159.84 <br />� NT-HML 15 ) / 1 � � � <br />J ■ NT-SDMH-22 199 <br />T-TD-06 RIM=19.50 <br />ALIM=19.45 <br />/ \........... 19.711 SERVICE <br />S GATES J \ <br />■ i19.18 1 \ / <br />\ � 19 80 8Y L8 TE <br />4' PERSONNEL GATE NT-CB-17 \ <br />18.97 <br />_ 0 � `�� RIM=18.95 <br />RELY ED EO FLAG OL- - o <br />CON�JASE, SEEIJHT D1.7 <br />NT NORTH G E 61LF C&G PER COL STD DWG# 307 04 <br />2-15FT SERVICE 79 20.16 <br />LEiE <br />/ <br />MATCH INN SEE 3.7 <br />I v <br />L7 <br />17.75110 x <br />17.81111 <br />x CITY OF EVERETT <br />---\ ( PORT GARDNER <br />?3,, <br />STORMWATER <br />T LP FACILITY <br />x� <br />o <br />I_ -OP OP OP OP <br />P p P <br />O <br />r°T <br />19.2711 <br />A 720 LF CONC BLOCK <br />C3.10 S1.5 WALL, SEE SHEET C3.30 <br />( FOR WALL PROFILE <br />1 <br />/ 0 I <br />�l <br />T LP-34 / <br />' � I <br />18.661 <br />SWINE GATES \ l <br />� so 19.30 HP \ ✓ O O <br />20.75 \ z 0 26 MATCH EX C&G \ <br />Or <br />OP OP PROPO7Y �01i i ,\ 18.22 I X <br />■■ ■■ j� �' 18.71f ME. 0 _ OP <br />18.43rr4 x��% ® + <br />-fix ■■■■ ■■ '� 18.98f MEwmjLm -■■�■■■■■■■■■����■■ <br />PROPERTY LINE 20.90 29 / 7- 2 ■ ■ ■ ■ ■ ■ ■ ■ m■ ■ ■ ■ �7 ■ Ra �■ Z _�P-OP <br />�90 AVE `� EX DWO BELOW GRADE o <br />A FENCE/ECO BLOCK <br />S1.5 WALL TRANSITION ° ° <br />MATCH EX PVMT - _ _ \ \ \ 3 <br />PROPERTY LINE � ME 28 � =!� - <br />■� - 2� ^ 19.91± ME ✓ - -� 15' LANDSCAPED BUFFER TO <br />BE HYDROSEEDED WITH WSDOT <br />Z -------------- <br />-SEED MIX PER WSDOT Os <br />SPECIFICATION SECTION 9-14 ; _ _If <br />�- -_ ,- '\ ■ <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />PROJECT ENGINEER. SCALE. <br />\ <br />\ <br />07/05/2023 <br />06/29/2022 <br />NW <br />NW <br />RECORD DRAWING <br />SUBSTATION SITE DEVELOPMENT <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />N. WATSON <br />, <br />1 = 30 <br />\ <br />\ <br />04/08/2022 <br />1210212021 <br />NW <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />2-INCH TO 9-INCH PVMT <br />PLANS REFLECT <br />INFORMATION <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />DRAWN BY <br />K. EDWARDS, D. YU <br />CHECKED BY: <br />N. WATSON <br />\ <br />\ <br />07/09/2021 <br />06/21/2021 <br />NW <br />NW <br />ADDENDUM 1 <br />ISSUED FOR BID <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />APPROVED BY <br />\ <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. <br />DATE <br />BY <br />REVISION <br />NOTES <br />1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br />JOINTS BETWEEN NEW REPLACEMENT AND <br />EXISTING PAVEMENTS PER SPECIFICATIONS. <br />2. ADJUST EXISTING MANHOLE, HANDHOLE, INLET <br />RIM, AND/OR VALVE COVER TO GRADE PRIOR <br />TO PAVING. PROTECT -IN -PLACE. <br />3. SEE SHEET C3.10A FOR FILL AND FINAL <br />PAVEMENT GRADES. <br />LEGEND <br />O HMA PAVEMENT, 9" HMA OVER 12" CRBC <br />SEE SECTION A ON C3.2 <br />12" CRBC <br />O <br />17.30 FINISH GRADE SPOT ELEVATION <br />0.7% FINISH GRADE SLOPE <br />XOX PAVEMENT HORIZONTAL CONTROL POINT <br />(SEE C3.22 FOR PAVEMENT HORIZONTAL CONTROL SCHEDULE) <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />GRADING DETAIL PLAN <br />(7 OF 7) <br />KEYMAP <br />• • • •• <br />SCALE:• <br />� CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 81 <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 />DWG. NO. C3010 <br />GIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021 -02.2 <br />SHEET NO. 38 OF 150 <br />0 <br />Z <br />a <br />U <br />LU <br />