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Port of <br />EVERETT <br />P 0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />\ 1 NT—LP-30 I / <br />NT—SDMH-17 ■ <br />RIM=16.10 <br />C) I. <br />0 \ <br />15.85 ■ I o <br />■ I <br />al a <br />NT-CB-14 <br />RIM=16.06 / <br />■ I> <br />■ W <br />J <br />1 W <br />/ Z <br />J <br />W <br />■ Ole I , <br />•� <br />.I <br />co <br />■ <br />L� <br />N Jz� <br />NT—SDMH-21 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />'H:1V <br />NT—HA 10 I <br />7■ <br />%00 <br />v . <br />cV <br />PRIM=16.00 <br />MLML I15 <br />NT-TD-07 IF <br />RIM=15.85 <br />TRENCH DRAIN <br />HIGH POINT <br />RIM=15.85 <br />\ 15.90 �487 17.63 <br />44 <br />\ /5\ �/�/`8 18.17 / l <br />18.15 /-"189 18.55� <br />�- 1815 94 18.45 1 <br />93 1 17.66 90 17.80 <br />0 9V7 j l <br />MATCH EX GRADE, TYP <br />o <br />© <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />A5 <br />06/29/2022 <br />NW <br />SUBSTATION SITE DEVELOPMENT <br />® <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />0 <br />12/02/2021 <br />NW <br />2—INCH TO 9—INCH PVMT <br />±2 <br />07/09/2021 <br />NW <br />ADDENDUM 1 <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 />NO. <br />DATE <br />BY <br />REVISION <br />NO. I DATE I BY <br />■ =NONE�■ <br />REVISION <br />L <br />ZiE <br />t <br />FENCE/ECO BLOCK <br />3.7 S1.5 WALL TRANSITION <br />P(3PfR <br />0 <br />II o <br />I0 <br />I �l4 <br />6—LP— 1 � <br />CITY OF EVERETT <br />PORT GARDNER <br />STORMWATER <br />FACILITY <br />1 <br />0 <br />0 <br />720 LF CONC BLOCK <br />C 3.7 S1.5 WALL, SEE SHEET C3.30 <br />FOR WALL PROFILE <br />o - <br />,o <br />9 <br />V <br />T—L 132 / <br />Jl <br />0 0 <br />zh <br />\0- <br />MATCHLINE SEE■C3o10 <br />F79 <br />PROJECT ENGINEER: SCALE: <br />tECORD CONDITIONS N. WATSON 1 " = 30' <br />ILLUSTRATED IN THESE <br />NOTES <br />1. SEAL ALL LONGITUDINAL AND TRANSVERSE <br />JOINTS BETWEEN NEW REPLACEMENT 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 />3. SEE SHEET C3.10A FOR FILL AND FINAL <br />PAVEMENT GRADES <br />LEGEND <br />HMA PAVEMENT, 9" HMA OVER 12" CRBC <br />F-1 SEE SECTION A ON C3.2 <br />0 <br />F-1 TEMPORARY 2" PVMT NOT USED <br />17.30 FINISH GRADE SPOT ELEVATION <br />0.7% FINISH GRADE SLOPE <br />PAVEMENT HORIZONTAL CONTROL POINT <br />/ (SEE C3.22 FOR PAVEMENT HORIZONTAL CONTROL SCHEDULE) <br />RECORD DRAWING <br />PORT OF EVERETT <br />ILANSINFORMATION <br />ATIOREFLECT DESIGNED BY DATE, NORTON TERMINAL DEVELOPMENT <br />NFORMATION J. BECKER 05/07/2021 <br />'ROVIDIED BYTHE DRAWN BY CHECKED BY: & MTCA 3RD INTERIM ACTION <br />:ONTRACTOR. RECORD K. EDWARDS, D. YU N. WATSON GRADING DETAIL PLAN <br />:ONDITIONS WERE NOT APPROVED BY: <br />/ERIFIED BY ENGINEER. (4 0 F 7) <br />KEYMAP <br />Z <br />• • • •• <br />SCALE:• <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 />DWG. NO. C3.7 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021 -02.2 <br />SHEET NO. 35 OF 150 <br />Z <br />a <br />U <br />LU <br />