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EXTENTS OF FORMER <br />EXTENTS OF FORMER <br />EXTENTS OF FORMER <br />30 <br />20 <br />z <br />O <br />F <br />W 10 <br />z <br />O <br />F <br />W <br />0 <br />W4 10+00 <br />30 <br />20 <br />10 <br />0 <br />W5 10+00 <br />BUILDING/STRUCTURE FOUNDATION <br />BUILDING/STRUCTURE FOUNDATION <br />BUILDING/STRUCTURE FOUNDATION <br />(STEEL H—PILES) <br />(TIMBER PILES) <br />(STEEL & TIMBER PILES) <br />12"x1 <br />"x12" TEE, SEE W6 <br />TRENCH DRAIN <br />FINISHED GRADE <br />PROFIRE <br />W6 S <br />FOR NU <br />A 151 770NTIW4ASTATION 13+00 <br />4" S <br />24 <br />PIPE, 3' MIN <br />5f <br />COVER, TYP <br />EX GRADE <br />COMM AND POWER <br />15+65 <br />12" GV <br />DUCTBANK, SEE ELEC <br />z <br />00 0000 <br />12"x12"x12" TEE, SEE W1 <br />IE=12.1'f J <br />IE=11.7'f <br />PROFILE FOR CONTINUATI <br />W1 STA 20+76 = W4 ST <br />N <br />10+00 <br />3" SSFM IN CDF <br />ENCASEMENT, <br />I E=13.9+ <br />IE=6.4'f 18" MI <br />CLEAR <br />12" MIN CLEAR <br />4 <br />1 <br />1 1 1 <br />1 1 <br />1 1 <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(SLAB —ON —GRADE) <br />FINISHED GRADE <br />r—EX GRADE <br />12"x12"x12" TEE, <br />SEE <br />W1 PROFILE <br />FOR <br />CONTINUATION <br />W1 <br />STA 27+81 = <br />W5 <br />STA 10+00 <br />COMM AND POWER <br />DUCTBANK, SEE ELEC <br />12" MIN CLEAR <br />FINISHED GRADE <br />W4 11+00 <br />ALIGNMENT W4 e WATER PROFILE <br />C5.11 C5.35 <br />FINISHED GRADE AIR—VAC4 <br />PER COE STD PLAN 512 <br />STA 10+92 <br />FLANGE ND� �EX GRADE RELOCATED FROM W1 <br />12"X12"X6" TEE FOR FH1 12" MIN CLEAR <br />ASSEMBLY PER COE STD 507 <br />STA 10+83 (15.0' LEFT) <br />RELOCATED FROM W1 <br />I <br />SNOPUD DUCTBANK, <br />p SEE ELEC EX GRADE 3' MIN COVER, TYP <br />m r <br />Q / <br />w 1 <br />w, <br />V) <br />w <br />Z <br />J <br />2 <br />U 12" MIN CLEAR <br />EX FOUNDATION FOOTING <br />(TYP), SEE NOTE <br />GENERAL NOTES <br />1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br />FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL <br />CONFIRM EXISTING CONDITIONS PRIOR TO START OF WORK. IF <br />CONDITIONS DIFFER FROM THOSE SHOWN IN PROFILE, THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN <br />CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />PROTECT —IN —PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, <br />UNLESS NOTED OTHERWISE. <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 />W5 14+00 <br />W5 11+00 <br />COMM AND POWER <br />DUCTBANK, SEE ELEC <br />3' MIN COVER, TYP <br />42" CITY <br />BY CITY, <br />ALIGNMENT W5 - WATER PROFILE <br />C5.11 C5.35 <br />12" GV <br />12"x12'x1 TEE, SEE W3 PROFILE <br />FOR CONTI UATION <br />W3 STA 2 +97 = W5 STA 14+09 <br />ALIGNMENT W5 <br />C5.11 C5.35 <br />® <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />A2 <br />12/08/2021 <br />NW <br />F0002 WATERMAIN AND GV UPDATES <br />0 <br />12/08/2021 <br />NW <br />F0001 REQUEST TO MOVE WTR <br />LINE W4 <br />AO <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />N0. <br />DATE <br />BY <br />REVISION <br />N0. DATE BY <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(STEEL H—PILES) <br />COMM AND POWER <br />DUCTBANK, SEE ELEC <br />12" MIN <br />EX FOUNDATION FOOTING <br />(TYP), SEE NOTE 1 <br />W4 12+00 <br />I E=13.0' f <br />DUCTBANK, <br />SEE <br />W5 15+00 <br />WATER PROFILE (CONTINUED <br />REVISION <br />IE=110.8'f <br />W5 12+00 <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 />06/21 /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 NOT <br />APPROVED BY: <br />VERIFIED BY ENGINEER. <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />(SLAB —ON —GRADE) <br />12" SD F <br />IE=13.3f <br />18" MIN <br />IE=12.6'± <br />PER F0002 — RELOC 12" <br />GV FROM WEST END OF W4 <br />TO APPROX W6 STA 15+57 <br />ON SOUTH SIDE OF FH3 <br />CONNECTION TO EX 10' OR <br />12" CITY GATE VALVE <br />'W//A/////A00/////O//�'�O//////O/D� <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER PROFILES <br />(SHEET 6 OF 9) <br />30 <br />20 <br />z <br />O <br />F <br />10 W <br />0 <br />W4 13+00 <br />tw <br />m <br />w <br />,w <br />N <br />�] <br />20 <br />z <br />O <br />F <br />10 W <br />0 <br />W5 16+00 <br />W5 13+00 <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 2204 <br />REDUCE SCALE ACCORDINGLY <br />I DWG. No. C5.35 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO, MT-NT-2021 -02.2 <br />SHEET NO. 86 OF 150 <br />0 <br />Z <br />