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Port of <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />70LF-12" SO, =0.37 NT-CB-27 - Ep - <br />11OLF-12' SO, S-O.3X <br />NTROL�S EIM1 120(12= e� - POWR OM� <br />yr <br />RENCH DRAINI <br />/ \ \ RIM=18.03 <br />IE=16.51 (TD) <br />IE=16.51 (8•') J <br />__pOWR_ <br />I <br />I <br />- - - RIM=19.45 - <br />IE=17.93 (TD) <br />/ \ IE=17.93 (8•') <br />-06 \ <br />GATE_rF-- <br />LA <br />RELOCATED FOILCONC <br />BASE, SE <br />2-15FT SERVICE <br />SWSIJN1 GATES <br />.fix x <br />-M- <br />NT-SDMH-21 NT-CB-26 II <br />RIM=18.24 1 RIM=17.60 / <br />J IE=13.40 (12" E) IE=13.94 (12" S) <br />IE=13.40 (12" S) IE=13.94 (12" N) _ <br />' IE=13.40 (12" N) ) �� IIII <br />/ O�� f 18OLF-h2" SD, S=0.3%I ) <br />I�10LQ12•• SO, S=0.5% <br />NT-CB-19 ( [ <br />- - RIM=18.20 <br />IE=13.75 (8•' S) <br />IE=13.45 (12" E) EX GVL J / <br />II IE=13.45 (12" W) <br />EX r IIII <br />I�1 ASPH <br />cn <br />�CE <br />N <br />T■ <br />ItLARD III \ <br />N NT-SDMH-22 I \ <br />T- EIM14.630(12" W)II <br />IE=14.63 (12 1. NE) / I \'(i 1 I ICIF <br />IE=16.50 (8" S) \ l 1IIRIM=RIM=18.95IE=14.82 (12' SW) IE-14.82 (12' N) 1 5�.37i❑ <br />-� • I , � 11 <br />_ I NT-CB-28 <br />SERVICE GATE l RIMNT-CB-29 <br />RIM=17.90 <br />IE=15.OD 5.00 (80 ) tt <br />IE=15.34 (8' S) _ <br />NT-CB-17 <br />RIM=18.95 „/,fro' SO, S=0.5X I \ <br />IE=14.82 (12•• SW) I \ <br />I <br />1 <br />I <br />' F 21.84 <br />G 21.57 <br />� 222.266 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />' 9� <br />Ma- <br />Son,( �EX PVMT- <br />• <br />��VOR ONE <br />L� GENERAL NOTES <br />1. SEE DETAIL 1 ON C4.17 FOR TYPICAL STORM DRAIN TRENCH DETAIL. <br />2. REFER TO SPECIFICATIONS FOR PIPE MATERIAL. <br />3. ALL PRE -CAST VAULTS SUBJECTED TO TERMINAL LOADS SHALL BE CONTRACTOR <br />DESIGNED TO MEET THE UNDERGROUND UTILITY STRUCTURE LOADING CRITERIA SHOWN <br />ON SHEET G1.3. SEE SPECIFICATIONS FOR FURTHER DETAILS. <br />-x <br />STORM DRAM STRUCTURE SCHEDULE <br />CITY OF EVERETT <br />PORT GARDNER <br />STORMWATER <br />FACILITY <br />_G / <br />M ■ <br />W <br />'SS -G-G W <br />\-SS-55 �- \ -G_ <br />----� -SS- <br />�\SS <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />/0 <br />05/01/2022 <br />NW <br />SUBSTATION SITE DEVELOPMENT <br />N0, <br />DATE <br />BY <br />REVISION <br />N0, <br />DATE <br />BY <br />REVISION <br />PROJECT ENGINEER: <br />IECORD CONDITIONS <br />N. WATSON <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY: <br />NIELSEN <br />INFORMATIONE. <br />'ROVIDED BY THE <br />DRAWN BY: <br />D. YU <br />:ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />✓ERIFIED BY ENGINEER. <br />' ' I I- <br />T <br />SCALE: <br />1 " = 30' <br />DATE: <br />06/01/2022 <br />CHECKED BY: <br />N. WATSON <br />NORTHING & EASTING COORDINATES ARE TAKEN AT THE CENTER OF EACH STRUCTURE. <br />STORMWATER MANHOLES AND CATCH BASINS SHALL BE INSTALLED PER CITY OF EVERETT <br />STANDARD DRAWING NO. 405 & 402. <br />ID <br />STRUCTURE <br />TYPE <br />SIZE (DIA, IN) <br />EASTING <br />NORTHING <br />NOTES <br />CB17 <br />CB TYPE 1 <br />SEE C4.17 <br />SEE C4.17 <br />CB26 <br />CB TYPE 1 <br />SEE C4.17 <br />SEE C4.17 <br />CB27 <br />CB TYPE 1 <br />1301526.77 <br />363231.26 <br />GRATED COVER <br />CB28 <br />CB TYPE 1 <br />1302113.59 <br />363293.01 <br />GRATED COVER <br />CB29 <br />CB TYPE 1 <br />1302124.48 <br />363359.19 <br />GRATED COVER <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />SUBSTATION SITE <br />STORMWATER DETAIL PLAN <br />KEVMAP <br />60 <br />CALL48 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 22x34 <br />REDUCE SCALE ACCORDINGLY <br />I DWG. NO. C4.8A <br />CIP NO <br />1-8-900-05 <br />PROJECT <br />No. MT-NT-2021 -02.2 <br />SHEET NO. 52A OF 150 <br />Z <br />a <br />U <br />LU <br />