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NT-CB-27 \ <br />RIM=17.60 / <br />Port of <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />�■■Emma ■■■■� <br />VT-TD-05 / <br />■ <br />RENCH DRAINI <br />/ RIM=18.03 <br />\ 1EIM 6.51 (TD) <br />■ IE=16.51 (8") <br />■ <br />■ <br />[> z1(/� <br />U <br />a <br />RIM=19.45 <br />IE=17.93 (TD) <br />IE=17.93 (8") <br />Im <br />■ <br />4' PERSONNEL GATE <br />RELOCATED FLAG P <br />CONC BASE, SEE S D1.7 <br />■ <br />■ NT NORTH GATE <br />2-15FT SERVICE <br />SWINE GATES <br />NEW EOP <br />on `-FENCE <br />x <br />m _ <br />i� <br />■ <br />E <br />^I <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />Oa Ing <br />r7 /N <br />NT- SDMH-214RIM=18.24IE=13.40 <br />(12"IE=13.40 <br />(12"IE=13.40 <br />(12" <br />10LQ12" SO, <br />S=0.5% <br />l <br />NT-CB-19 <br />RIM=18.20 <br />.iIE=13.75 (8" <br />S) <br />M\ <br />NT-SDMH-22 <br />NT- RIM-19.50 J <br />IE=14.63 (12" W) 1 <br />IE=14.63 (12" NE)' <br />IE=16.50 (8" S) <br />2-1 F i SERVICE <br />Sw?( GATES <br />/00 <br />�T <br />SERVICE GATE <br />NT-CB-17 <br />RIM=18.95 <br />IE=14.82 (12" SW) <br />PROPERTY LINE/ <br />MTCA BOUNDARY <br />NT-CB-26 / <br />RIM=17.60 <br />IE=13.94 (12" S) <br />IE=13.94 (12" N) <br />�AE \ <br />EX GVL <br />/ <br />EX <br />ASPH <br />o � <br />EX GUARD <br />SHACK <br />ATCHLINE -� SEI C4,5 <br />CITY OF EVERETT <br />PORT GARDNER <br />STORMWATER <br />FACILITY <br />I IA <br />°P i <br />0 °P - Op'� \ u X <br />�� <br />`■ M 5 p _ _r OP <br />son� EX PVMT �- M c-� <br />• ���■■■ W_ P <br />S -OP <br />3 NOR p \ M o G W W <br />-SS- NAVE - <br />n 2-ssSS ss_ -G-G <br />--- -SS- <br />_ \ v vSS <br />- \ <br />21.84 - <br />21.57 \ <br />If <br />PROJECT ENGINEER SCALE <br />GENERAL NOTES <br />1. SEE DETAIL 1 ON C4.17 FOR TYPICAL <br />STORM DRAIN TRENCH DETAIL. <br />AS 2. SEE C4.8A FOR FINAL STORMWATER <br />IMPROVEMENTS FOR SUBSTATION SITE <br />DEVELOPMENT AREA. <br />NOT USED <br />A GRAVEL INTERCEPTOR TRENCH SECTION <br />C4.8 C4.8 SCALE: NTS <br />© <br />0 <br />01/18/2022 <br />12/02/2021 <br />NW <br />NW <br />REVISED PER RF1044 <br />2-INCH TO 9-INCH PVMT <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />N. WATSON <br />1 " = 30' <br />® <br />0 <br />09/27/2021 <br />07/23/2021 <br />NW <br />NW <br />REVISED PER REIO1 O <br />ADDENDUM 3 <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 />0 <br />07/09/2021 <br />05/21/2021 <br />NW <br />NW <br />ADDENDUM 1 <br />ISSUED FOR BID <br />A\ <br />07/05/2023 <br />06/29/2022 <br />NW <br />NW <br />RECORD DRAWING <br />SUBSTATION SITE DEVELOPMENT <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />APPROVED BY: <br />/D <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />0 <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <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 />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />STORMWATER DETAIL PLAN <br />(7 OF 7) <br />KEYMAP <br />• • • i• <br />I <br />SCALE:• <br />r 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 22x34 <br />REDUCE SCALE ACCORDINGLY <br />J DWG. NO. C4.8 <br />CIP NO <br />1-8-900-05 <br />PROJECT <br />No. MT-NT-2021 -02.2 <br />SHEET NO. 52 OF 150 <br />Z <br />a <br />U <br />LU <br />