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P0 <br />■ <br />LF-12" W <br />h2LF-12" <br />■ <br />■ <br />U7 <br />■ <br />LiJ ■ <br />0 ■ <br />■ <br />Ld <br />■ <br />U ■ <br />Q <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />SE BLDG <br />■ <br />� I <br />7 NT-AIR-VAC-01 <br />STA 12+17 1 NT-FH-05 <br />C2.4 C5.3 <br />15' WIDE WATER <br />\ EASEMENT, TYP <br />—W1 11+00 T W1 12+00 L W1 13+00 <br />—x x-188LF-12» W xw x x w x x w~� <br />O t 2 <br />ICHUNE_ 3� <br />SEE 7■ <br />W1 14+98.88 = W2 10+00.00— <br />11 <br />-W1 14+00 <br />w wtwW <br />264LF-12" W x x x x <br />\\\11 \ /n <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 />WAREHOUSE TENANT LEASEHOLD <br />E <br />x <br />x <br />x <br />x <br />x <br />A5 07/05/2023 NW RECORD DRAWING <br />® 02/09/2022 NW MOVE SDRI & SDRI TO <br />AVOID WOOD STAVE PIPE <br />0 <br />12/08/2021 <br />NW <br />F0002 WATERMAIN AND GV UPDATES <br />C2 <br />10/15/2021 <br />NW <br />REVISED PER CITY <br />PRE —CONSTRUCTION MEETING <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />�0 <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. <br />DATE <br />BY <br />REVISION <br />0 <br />- - -u - _" Y <br />15' WIDE WATER <br />EASEMENT, TYP <br />i• <br />w w <br />—113LF-12" W- <br />12LF-12" W--� 11 \--9LF-12" W <br />12" BLIND FLANGE AND <br />CONIC THRUST BLOCK. <br />x <br />NO. I DATE I BY <br />x <br />REVISION <br />x <br />127LF 12LF-1 "CU AIR -VAC <br />PIPE TO AIR-VAC2, STA 16+21 <br />2 ■ », <br />W1 _Ib+UL1, <br />w w W1 1 +00 o w 0 <br />138LF-12" W <br />x ■ o <br />NT-AIR-VAC-02 <br />C2.4 C5.3 STA 16+21 <br />1 NT H 06 <br />x <br />WR 0 <br />0 <br />�'Li ■ <br />x <br />■ o <br />x <br />■ <br />x ■ o <br />x <br />x ■ <br />x I U7 <br />L _j <br />cn <br />■ <br />Ld <br />■ <br />■ <br />U <br />Q <br />■ <br />C 0 M�r1� <br />x <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 />DATE: <br />J. BECKER <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 />CONSTRUCTION NOTES <br />O FH ASSEMBLY PER COE STD DWG 507. NORTHINGS <br />AND EASTINGS ARE PROVIDED ON SHEET C5.1. <br />\ 12"x12"x6" TEE <br />O CROSSING <br />SNOPUD DUCTBANK BOT EL=12.5't <br />3" SSFM IE=11.2'f <br />® NOT USED <br />O NOT USED <br />\ NOT USED <br />7O NOT USED <br />® NOT USED <br />CD 12" GV, SEE DETAIL 3, C5.20 <br />10 12%90' HORIZONTAL BEND <br />CD 12%12"x12" TEE <br />12 NOT USED <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER AND SEWER DETAIL PLAN <br />(2 OF 9) <br />• • • •• <br />SCALE:• <br />� CALL 48 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. C5.3 <br />SIP NO <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021-02.2 <br />SHEET NO. 69 OF 150 <br />Z <br />