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w <br />m <br />m <br />a <br />w <br />w <br />w <br />z <br />J <br />2 <br />TRENCH DRAIN a <br />RIM=15.80' :2 <br />24"0 SO <br />IE=9.85' <br />PORT GARDNER BAY <br />EAST WATERWAY <br />EX CONC BLOCKS <br />EX BLKHD <br />EX WHARF ---% <br />BASE FLOOD ELEV = 13.0' <br />113' <br />MATCH EX GRADE <br />------------ <br />114' <br />2' <br />102' <br />EDGE OF PVMT <br />ELEV= 17.35' <br />L9" HMA OVER <br />12" CRB <br />-1.27% <br />15'IWATER EASEMENT <br />EX UN SD / <br />(IE UNK) � <br />144 <br />TRENCH DRAIN <br />RIM=16.02' <br />7' <br />am <br />3 <br />0 <br />J <br />W <br />HIGH -MAST LIGHT FOLE m <br />& FIRE HYDRANT w <br />N <br />W <br />z <br />J <br />x <br />TRENCH DRAIN <br />z FINISH GRADE RIM=15.80, < r <br />RIDGE <br />N =1.47% ELEV=17.76' —1.30% � <br />1 N <br />�_4 <br />z <br />M <br />_-- ---- —— — — — — — — — — <br />I <br />12"0 WATER POWER/ EX GRADE <br />COMM DUCTBANKS (SAND BACKFILL) <br />24"0 SO 3"0 SSFM <br />IE=9.85' <br />I <br />I <br />30 <br />50' 14 <br />q TRACK 1 <br />47 <br />12' PUD EASEMEN 15' WATER EASEMENT 50' COE UTILITY EASEMENT EX DWO EASEMENT <br />199' FUTURE RR SIDING AREA, <br />TRACK 2 PROPERTY LINE <br />HIGH -MAST LIGHT POLE TRACK 1 <br />& FIRE HYDRANT I <br />z FUTUR RAIL SIDING 8' HIGH SECURITY FENCE WITH 1' <br />HIGH 2 STRAND BARBED WIRE <br />w x <br />RAIL <br />m EL <br />RAIL EDGE 0EV=20.75' EX FENCE <br />RIDGE ELEV <br />�RENCH DRAIN Z CONCRETE ELEV=21.PVMT 32' EX DWO <br />z_ E � =20.90' <br />z ELEV-19.51IM=18.03 N GUTTER ABOVE GRADE <br />N -1.98% -1.27% -1.98% <br />N — — EX HOPE SO <br />ti - _ _ _ �� J <br />— — — — — — <br />—— — — — — — — — — — — — — — MATCH EX GRADE <br />12"0 SO <br />IE=16.78' <br />12"0 WATER POWER/ COMMRDUCTBANKS <br />COMM DUCTBANKS 12"0 SO <br />POWER DUCTBANK <br />3"0 SSFM <br />Port of <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 />EX 10" SO <br />IE= <br />42"0 CSFM <br />EX ABANDONED <br />PSO4 (IE UNK) <br />SECTION <br />I E=12.41 ' <br />C2.1, C3.3, C4.11C3.12 SCALE: 1 "=30' HORIZ, 1 "=6' VERT <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />06/21/2021 <br />NW <br />SS JED FOR BID <br />DO <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. <br />DATE <br />BY <br />REVISION <br />REVISION <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <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 />APPROVED BY: <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />• • • •• <br />• %%/"'//%%ice%%//////%/�"'//%//////%/ <br />• • • <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />SITE SECTIONS <br />(2 OF 4) <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 22x34 <br />REDUCE SCALE ACCORDINGLY <br />J DWG. NO. C3.12 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021-02.2 <br />SHEET NO. 40 OF 150 <br />Z <br />a <br />U <br />LU <br />