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1 <br /> 2' va1 <br /> 113' 5' 102' 117' 148' <br /> 15' WATER EASEMENT <br /> 3 <br /> 0 <br /> w <br /> HIGH-MAST LIGHT FOLE <br /> & FIRE HYDRANT w <br /> ut <br /> PORT GARDNER BAY EDGE OF PVMT = <br /> EAST WATERWAY ELEV= 17.35' TRENCH DRAIN <br /> LL11 <br /> " MA OVER RIM=" 2' z TRENCH DRAIN a o_ <br /> ORB z FINISH GRADE RIM=15.80' y z <br /> EX GONG BLOCKS iv <br /> ;, �% ELDEVE 17.76' -1.30% <br /> EX BLKHD MATCH EX GRADE N <br /> EX WHARF <br /> --__-- <br /> �_ BASE FLOOD ELEV= 13_0 1 <br /> 12"0 WATER J POWER/ EX GRADE 1 <br /> COMM DUCTBANKS (SAND BACKFILL) <br /> EX 10" SO / 24"0 SD� 3"0 SSFM <br /> (IF UNK) IE=9.85'JJJJJJ I <br /> 1 <br /> I <br /> ICL TRACK 1 <br /> I 1 <br /> 186' 114' 144' 30' 50' 14' 5' 47' <br /> 12' HUD EASEMENT EX DWO EASEMENT <br /> ^ � 15' WATER EASEMENT r `so, coy UTILITY EASEMENT <br /> / 199' FUTURE RR SIDING ARE <br /> > CL TRACK 2 PROPERTY LINE <br /> m <br /> HIGH-MAST LIGHT POLE q TRACK 1 <br /> a & FIRE HYDRANT I 8' HIGH SECURITY FENCE WITH 1' <br /> w F TUBE RAIL SIDING HIGH 2 STRAND BARBED WIRE <br /> a AIL <br /> zw <br /> LEV=20.75' EX FENCE <br /> EDGE 0 PVMT <br /> = ENCH DRAIN z LELEV=20.90' <br /> L CONCRETE ELEV=21I`32' <br /> TRENCH DRAIN a d z g RIDEV�19.51' FIRM NCH D N GUTTER EX DWO <br /> RIM=15.80' > z ABOVE GRADE <br /> F iV � - <br /> ———__------ <br /> EX HDPE SD <br /> 30' 0 30' 60' <br /> --------- -- — <br /> ———— MATCH EX GRADE <br /> -------- <br /> POWE <br /> 1 IE=16.78' HORIZ <br /> 12"4 WATER POWER/ COMM R DUCTBANKS <br /> 15' 45' <br /> COMM DUCTBANKS 126 SD <br /> POWER DUCTBANK IE=12.41' <br /> 24"0 SD 3"9 SSFM EX 10" SD 42"0 CSFM 6' 0 6' 1 2' <br /> VERT <br /> IE-9.85' IE= EX ABANDONED 3' g' <br /> PSO4 (IL UNK) <br /> CALL 48HOURS <br /> BEFORE YOU DIG <br /> DIAL 811 oo <br /> VLRT DATUM: NAVD 88 <br /> SECTION CONV TO MLLW = NAVD88+2.03 0 <br /> C2.1, C3.3, C4.1 C3.12 SCALE: 1"=30' HORIZ, 1"=6' VERT HORZ DATUM: NAD 83/91 Z <br /> IF ISTHAN <br /> RECORD DRAWING EDUCETSCA SCALELESS <br /> 22x34 a <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. <br /> RECORD CONDITIONS N. WATSON AS SHOWN C3.12 0 <br /> ILLUSTRATED IN THESE <br /> Port Of PLANS REFLECT DESIGN BECKER ED BY: DAZE: NORTON TERMINAL DEVELOPMENT <br /> J. 05/07/2021 CIP NO. <br /> 1TffT�L�Lll INFORMATION Q 1-8-900-05 O <br /> jHJ j{rj'K ® 07/05/2023 NW RECORD DRAWING PROVIDED BY THE DRAWN BY: CHECKED BY: QE M T CA 3 R D INTERIM ACTION <br /> 16015th Avenue,Suite 1300 1 O6 21 2021 NW ISSUED FOR BID K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.0 BOX 538 0 / / CONTRACTOR.RECORD SITE SECTIONS N0. MT—NT-2021—02.2 V <br /> EVERETT WA sazos Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW CONDITIONS WERE NOT APPROVED BY: 1 <br /> , <br /> (206)382-0600 Fax(206)382-0500 r ,1 <br /> 425) 25s-31 s4 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. \ 0 �+) SHEET NO. 40 OF 150 <br />