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NT-SDMH-12� <br />RIM=17.16 <br />x <br />x <br />x <br />x <br />-17.76 <br />=18.26 x <br />1 \ FXASAy <br />\ 11040 <br />TREATED STORMWATER \`\ <br />TO OUTFACE M \ � \ <br />142LF-12" SD, S=1.0% \ \ <br />140LF-8" SDFM 3' MIN COVER Wq FLOWRATE FROM \ \ <br />HIGH FLOW BYPASS/ <br />LIFT STATION, SEE C4.15 \ <br />NMI <br />w w <br />m o <br />A � <br />54LF-8 SDFM 3 MIN COVER <br />PORT GARDNER BAY <br />\ \ \ \ \ EAST WATERWAY <br />\ \ N <br />E G� PS, PIP, TYP (6) \ \ <br />\ \ \ \ CESF STORMWATER 1 <br />\ TREATMENT SYSTEM <br />\ \7) \ \ \ J <br />\ F <br />0 L <br />NT-HML-04 <br />FG=17.10 FG-17.35 <br />TC=17.60 TC-17°43 75-LF-12" SD, 5=0.5% <br />75LF-12 SD, 0.5% <br />x x x x�x x x x x x x x x x x x x x x x x <br />0 <br />0.5% - � <br />° <br />FL=17.10 <br />FL-17.10 <br />\ <br />0 <br />0 <br />NT-CB-22 <br />FG=17.13 <br />CONC C&G ON WEST <br />NT-CB-10 <br />RIM=16.87 0 <br />FG=17.13 BLF-- <br />SIDE PER COE STD DWC <br />RIM=16.80 <br />IE=12.87 <br />307, TYPE A-1. SLOPE <br />IE=13.80 <br />IAT 0.5% TOWARD C1310. <br />0 <br />0 <br />0 <br />- <br />N1 <br />�1 <br />�1 <br />Q <br />6" HIGH CONC CURB <br />ON NORTH AND SOUTH <br />SIDES PER COE STD <br />DWG 309, TYPE E-4. <br />z <br />FG=17.76 <br />FG=17.76 <br />Port o, f <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 />0 107/05/20231 NW I RECORD DRAWING <br />® <br />09/27/2021 <br />NW <br />REVISED PER RF1010 <br />0 <br />07/28/2021 <br />NW <br />ADDENDUM 4 <br />Z2 <br />07/23/2021 <br />NW <br />ADDENDUM 3 <br />jE <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />OD <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0, <br />DATE <br />BY <br />REVISION <br />N0. DATE BY <br />REVISION <br />/ FG=17.52 <br />TC=17.60 <br />99, <br />88(F 12„ SD c_ _ 0 <br />x <br />x <br />x <br />FG=17.76 <br />x TC=18.26 <br />1'Og0 <br />\ �\\ <br />\ I <br />\ I <br />\ I <br />0 <br />\✓1 <br />CUT, CAP & ABAN <br />EX 10" SD PIPE, <br />SEE DETAIL X ON SHT XX <br />\ \ / <br />DEMO EX CB, <br />SEE NOTE 1 & 5 <br />RIM=14.88 <br />IE=13.1 (10" E) <br />IE=13.1 (10" N) <br />NT-CB- 1 \ <br />RIM=17.1 - <br />IE=12.17' p <br />rj IE=12.17' S) s° so <br />0 <br />x x x x <br />DEMO EX H, <br />SEE NOTE & 5 <br />RIM=15.38 <br />IE-11.9 (1 " W) <br />IE=11.5 (10' E) <br />0 <br />FILL EX 10" SO w/CDF <br />P & ABANDON -IN -PLACE <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />1" = 10' <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NO <br />APPROVED BY: <br />VERIFIED BY ENGINEER. <br />GENERAL NOTES <br />1. THE CHITOSAN ENHANCED SAND FILTRATION TREATMENT <br />SYSTEM SHOWN IS A PRELIMINARY DESIGN LAYOUT AND <br />IS NOT THE FINAL TREATMENT SYSTEM CONFIGURATION. <br />THE CONTRACTOR SHALL COORDINATE WITH THE <br />TREATMENT SYSTEM VENDOR TO OPTIMIZE THE <br />TREATMENT SYSTEM LAYOUT PER THEIR <br />RECOMMENDATIONS. <br />2. THE CHITOSAN ENHANCED SAND FILTRATION SYSTEM <br />GENERALLY CONSISTS OF THREE MAIN COMPONENTS: <br />TREATMENT SYSTEM CONTAINER, SAND FILTER PODS, <br />AND ABOVE GROUND SETTLEMENT TANKS. <br />LEGEND <br />PROPERTY LINE <br />-- -- LEASE LIMIT <br />EASEMENT <br />w WATER <br />ss ss SEWER <br />-SD STORMWATER <br />TRENCH DRAIN <br />13 FENCE <br />w EXISTING WATER <br />-SS-SS-EXISTING SEWER <br />so EXISTING STORMWATER <br />x x EXISTING FENCE <br />)D FIRE HYDRANT <br />U LIGHT POLE <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />NT-SDMHRECORD DRAWING <br />RIM=17.01 <br />PORT OF EVERETT <br />0 ►. <br />� CALL48 HOURS <br />BEFORE YOU DIG <br />DIAL 61 <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. C4.11 <br />NORTON TERMINAL DEVELOPMENT C1P NO, <br />& MTCA 3RD INTERIM ACTION 1-8-900-05 <br />PROJECT <br />ENLARGED PLAN NO MT-NT-2021-02.2 <br />STORMWATER TREATMENT SYSTEM SHEET NO. 55 OF 150 <br />Z <br />a <br />U <br />W <br />w <br />