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I <br />EXTENTS OF <br />FORMER NON —BUILDING <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />M <br />FOUNDATION <br />(STEEL & TIMBER PILES) <br />(STEEL H—PILES) <br />ui <br />UI <br />I <br />w I <br />FINISHED G <br />ADE <br />13 <br />w <br />= <br />3' MIN COVER, TYP <br />18" SD PIPE, <br />12"X12"X6" <br />ASSEMBLY <br />TEE FOR FH9 <br />ER COE STD 507 <br />EX H—PILE FOUNDATION, <br />0 <br />w <br />N <br />IE=10.7f <br />EX GRADE <br />3' MIN <br />COVER, TYP <br />STA 25+09 <br />(15.0' RIGHT) <br />ESEE <br />NOTE 1 <br />m <br />w <br />w <br />w <br />w <br />V II <br />— <br />I <br />wZ <br />ZNw <br />J <br />2rf�� <br />U <br />IE=13.4'f <br />IE=12.7't <br />f]: <br />Q <br />18" MIN CLEAR <br />EX 1' THICK W OC <br />D WALL, <br />EX <br />H—PILE FOUNDATION, <br />I <br />I E=8.2't <br />SEE NOTE 1 <br />EE NOTE 1 <br />I <br />IW1 <br />23+00 <br />W1 24+00 <br />WI 25+00 <br />I <br />1 ALIGNMENT <br />W1 <br />e WATER PROFILE CONTINUED <br />C5.1 C5.32 <br />EXTENTS OF FORMER <br />EXTENTS OF FORMER <br />BUILDING/STRUCTURE FOUNDATION <br />BUILDING/STRUCTURE FOUNDATION <br />.. <br />(SLAB —ON —GRADE) <br />(SLAB —ON —GRADE) <br />30 <br />0 <br />COMM AND POWER <br />12'2"x12" <br />x1 TEE, SEE W5 <br />Q <br />DUCTBANK, SEE <br />ELEC <br />PROFILE <br />FOR CONTINUATION <br />W5 <br />STA 10+00 = W1 STA 27+81 <br />w <br />FINISHED <br />GRADE <br />3' MIN <br />COVER, TYP <br />RELOCATED TO <br />w <br />N <br />W5 STA 10+92 <br />2" WATER SERVICE <br />20 <br />w <br />12" GV <br />EX GRADE <br />Z <br />J I <br />0 <br />U <br />> <br />00 0000 <br />Q <br />00 0000 <br />10 <br />12" MIN CLEAR <br />12%12"x12" TEE, SEE W7 <br />IE=12.7'f <br />IE=13.0'f <br />RELOCATED <br />0 W5 STA 10+83 <br />PROFILE FOR CONTINUATION <br />I <br />W1 STA 25+49 = W7 STA 1 <br />+00 <br />0 <br />W1 26+00 <br />W1 27+00 <br />W1 <br />28+00 <br />W1 29+00 <br />1 ALIGNMENT <br />W1 <br />- WATER PROFILE CONTINUED <br />C5.1 C5.32 <br />12"X12"X6" TEE <br />FOR <br />FH1 ASSEMBLY PER <br />COE STD 507 <br />EXTENTS OF FORMER <br />STA 12+90 (40.0' <br />LEFT) <br />BUILDING/STRUCTURE FOUNDATION <br />(TIMBER PILES) <br />30 <br />30 <br />COMM AND POWER <br />COMM AND POWER <br />DUCTBANK, SEE ELEC <br />FINISHED GRADE <br />DUCTBANK, SEE ELEC <br />SNOPUD DUCTBANK, <br />3' MIN COVER, TYP <br />SEE ELEC <br />EX GRADE <br />EX CONC SLAB <br />20 <br />AE <br />20 <br />12" GV <br />z <br />0 <br />00 <br />- <br />W> <br />J <br />W <br />10 <br />00 0000 <br />00 0000 <br />10 <br />12" MIN CLEAR <br />IE=11.6'f <br />12"X90' HORIZ BEND, <br />12"x12"x12" TEE, SEE W1 <br />SEEAW <br />I=CD <br />18" MIN <br />CLEAR 18" SD <br />PIPE, <br />IE=12.O'f <br />12" MIN CLEAR <br />SEE W6 PROFILE FOR <br />E=9•9 <br />CONTINUATION <br />PROFILE FOR CEI <br />N <br />3" SS <br />IE=7.4'fW6 <br />STA 10+00 =0 <br />W1 STA 14+99 = W2 ST <br />10+00 <br />ENCAS,. <br />W2 STA 13+00 <br />0 <br />W2 10+00 <br />W2 11+00 <br />W2 12+00 <br />W2 13+00 <br />GENERAL NOTES <br />2 ALIGNMENT <br />W2- <br />WATER PROFILE <br />1. <br />EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE <br />C5.1 C5.32 <br />APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL FOUNDATION <br />CALL 48 HOURS <br />STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL CONFIRM <br />EXISTING CONDITIONS PRIOR TO START OF WORK. IF CONDITIONS DIFFER <br />BEFORE YOU DIG <br />FROM THOSE SHOWN IN PROFILE, THE CONTRACTOR SHALL NOTIFY THE <br />ENGINEER AND NOT BEGIN CONSTRUCTION UNTIL CHANGED CONDITIONS <br />DIAL 811 <br />HAVE BEEN EVALUATED. <br />10' 0 10' 20' <br />VERT DATUM: NAVD 88 <br />2. <br />EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. <br />CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br />I <br />5' 1 5' <br />CONV TO MLLW = NAVD88+2.03 <br />PROTECT —IN —PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, UNLESS <br />"=10' <br />HORZ DATUM: NAD 83/91 <br />NOTED OTHERWISE. <br />SCALE: 1 <br />RECORD DRAWING <br />IF SHEET IS LESS THAN 4 <br />REDUCE SCALE ACCORDINGLY <br />RECORDCONDITIONSESE <br />PROJECT ENGINEER <br />N. WATSON <br />SCALE <br />1" = 10' <br />PORT OF EVERETT <br />DWG. N0. <br />C5■32 <br />Port o, f <br />lq3ff07/05/2023 <br />ILLUSTRATED IN THESE <br />I <br />PLANS REFLECT <br />DESIGNED BY <br />DATE, <br />NORTON TERMINAL DEVELOPMENT <br />RECORD DRAWING <br />J. BECKER <br />06/21 /2021 <br />CIP No. <br />EVERETT <br />NW <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />1—8-900-05 <br />DRAWN BY <br />CHECKED BY <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />PROVIDED BY THE <br />P 0 BOX 538 <br />1601 5th Avenue, Suite 1300 <br />10/15/2021 <br />NW <br />REVISED PER STORM DRAIN CHANCES <br />CONTRACTOR. RECORD <br />K. EDWARDS, D. <br />YU <br />N. WATSON <br />WATER PROFILES <br />PROJECT <br />No MT—NT-2021-02.2 <br />Seattle, Washington 98101 <br />A <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />CONDITIONS WERE NOT <br />ABBRovED BY: <br />EVERETT, WA 98206 <br />(425) 259-31 64 <br />(206) Fax (206) 382-0500 <br />VERIFIED BY ENGINEER <br />(SHEET 3 0 F 9 <br />PROJECTCT NO. NO. 1 600120 <br />No. <br />DATE <br />BY <br />REVISION <br />No. <br />DATE <br />BY <br />REVISION <br />. <br />SHEET N0. 83 OF 150 <br />V <br />Z <br />U <br />LU <br />