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i <br /> 2. <br /> 113, 5' 102' 117' 148' <br /> 15' WATER EASEMENT <br /> 0 <br /> w <br /> HIGH-MAST LIGHT FOLE m <br /> & FIRE HYDRANT <br /> PORT GARDNER BAY EDGE OF PVMT <br /> EAST WATERWAY ELEV= 17.35' _ <br /> TRENCH DRAIN c� <br /> 9" HMA OVER RIM-16.02' z TRENCH DRAIN a a <br /> ' 12" CRB z FINISH GRADE RIM=15.80' > z <br /> g <br /> EX GONG BLOCKS 1 279 1 47% E E 17 76 <br /> EX BLKHD MATCH EX GRADE `� -1.30% N <br /> EX WHARF <br /> 17 BASE FLOOD ELEV= 13.0' <br /> 12"0 WATER J �POWER/ EX GRADE — — — — — <br /> COMM DUCTBANKS (SAND BACKFILL) <br /> EX 10" SD / 24"0 SDI YO SSFM <br /> (IE UNK) IE=9.85' <br /> I <br /> I <br /> ICL TRACK 1 <br /> I � 1 <br /> 186' 114' 144' 30' 50' 14' 5' 47' <br /> 12' PUD EASEMENT EX DWO EASEMENT <br /> .-. � 15' WATER EASEMENT r `so, coy UTILITY EASEM NT <br /> / 199' F TURE RR SIDING ARE <br /> > TRACK 2 PROPERTY LINE <br /> 0 <br /> m w I HIGH-MAST LIGHT POLE CL TRACK 1 <br /> a <br /> & FIRE HYDRANT F TUR RAIL SIDING 8' HIGH SECURITY FENCE WITH 1' <br /> w CE <br /> HIGH 2 STRAND BARBED WIRE <br /> m I RAIL <br /> z ELEV=20.75' I EX FENCE <br /> EDGE 0 PVMT „I{` <br /> s ENCH DRAIN z RAIL CONCRETE ELEV=21.32' <br /> c� z_ RIDGE ELEV=20.90' EX DWO <br /> TRENCH DRAIN I IM=18.03 GUTTER <br /> a z ELEV-19.51' iv I ABOVE GRADE <br /> RIM=15.80' s > z <br /> H N -1.27% <br /> N � � <br /> EX HDPE SO <br /> 12"0 SD MATCH EX GRADE 0 30 _- <br /> 30' ' <br /> Jyp POWER/ IE=16.78' HORIZ <br /> 12"0 WATER J POWER/ COMM DUCTBANKS <br /> 15' 45' <br /> COMM DUCTBANKS 12"0 SO <br /> POWER DUCTBANK IE=12.41' 6' 0 6' 1 <br /> EX 10" SD <br /> 24"0 SO I 3"0 SSFM 42"0 CSFM VERT <br /> IE-9.85' IE= EX ABANDONED 3' 9' <br /> PSO4 (IE UNK) <br /> I <br /> CALL 48 HOURS <br /> BEFORE YOU DIG <br /> DIAL 811 <br /> °m r� VERT DATUM: NAVD 88 <br /> SECTION CONV TO MLLW = NAVD88+2.03 <br /> n HORZ DATUM: HAD 83/91 <br /> (D C2.1, C3.1 C3.12 SCALE: 1"=30' HORIZ, 1"=6' VERT <br /> IF SHEET IS LESS THAN 22x34 W <br /> a m REDUCE SCALE ACCORDINGLY <br /> N PROJECT ENGINEER: SCALE: DWG. NO. <br /> A. N. WATSON AS SHOWN PORT OF EVERETT C3.12 <br /> S Dy■.iggVCJ� DESIGNED BY: DATE: <br /> Port o,f 2��° '° BECKER os/o7/2021 NORTON TERMINAL DEVELOPMENT GIP No. H <br /> Minn ,, DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> 1601 5th Avenue,Suite 1300 a37014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.O. Box 536 Seattle,Washington 98101 �Op�ecrsrss�� lr gppROVED BY: SITE SECTIONS N0. MT—NT-2021—02.2 <br /> EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW 9s/ORAL gfi O <br /> N (425) 259-3164 (206)382-06 Fax(206)382-0500 !� (2 0 rC 4) SHEET NO. 40 OF 1 49 ILL 1 NO. 600120 N0. DATE BY REVISION N0. DATE BY REVISION <br />