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EXTENTS OF FORMER EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> (STEEL H—PILES) (TIMBER PILES) (STEEL & TIMBER PILES) <br /> 30 30 <br /> 12"0 2"0 2" TEE, <br /> TRENCH DRAIN FINISHED GRADE SEE W6 PROFILE <br /> COMM AND POWER FOR CONTINUATION <br /> 24" S PIPE, 3' MIN COVER, TYP EX GRADE DUCTBANK, SEE ELEC W6 STA 15+77 = <br /> 20 IE=8. 5t W4 STA 13+00 20 7= <br /> w 12" GV 12" GV <br /> a a <br /> w w <br /> w 10 10 w <br /> 12"02"02" TEE, SEE W1 =IE=12.1'± IE=11.7't <br /> PROFILE FOR CONTINUATI N <br /> W1 STA 20+76 = W4 S1A 10+00 3" SSFM IN CDF <br /> ENCASEMENT, 12" MIN CLEAR <br /> IE=13.9t IE=6.4't 18" MI CLEAR <br /> 0 0 <br /> W4 10+00 W4 11+00 W4 12+00 W4 13+00 <br /> n ALIGNMENT W4 - WATER PROFILE <br /> C5.1 C5.35 <br /> EXTENTS OF FORMER EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION BUILDING/STRUCTURE FOUNDATION <br /> (SLAB—ON—GRADE) (SLAB—ON—GRADE) <br /> 30 <br /> 2" PAVEMENT COMM AND POWER �3 <br /> FINISHED GRADE COMM AND POWER FINISHED GRADE DUCTBANK, SEE ELEC �U <br /> DUCTBANK, SEE ELEC 12" BLIND 12" SD PIPE, w <br /> EX GRADE EX GRADE 3' MIN COVER, TYP <br /> 20 FLANGE IE=13.3t m <br /> w <br /> •• w <br /> z N <br /> 0 <br /> F w <br /> Z <br /> W ease eeee <br /> J 10 see J <br /> W <br /> 12"x12"x12" TEE, IE=13.0't IE=12.6't U <br /> SEE W1 PROFILE 12" MIN CLEAR 12" MIN CLEAR 42" CITY FM, IE=10.8't 18" MIN CLE R Q <br /> FOR CONTINUATION BY CITY, IC 1 m <br /> Wi STA 27+81 = <br /> W5 STA 10+00 <br /> 0 <br /> W5 10+00 W5 11+00 W5 12+00 W5 13+00 <br /> ALIGNMENT W5 - WATER PROFILE <br /> C5.1 C5.35 <br /> EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> (STEEL H—PILES) <br /> 30 <br /> all 2" PAVEMENT COMM AND POWER POWER DUCTBANK, <br /> > FINISHED GRADE 12"x12"xi " TEE, SEE W3 PROFILE DUCTBANK, SEE ELEC SEE LED <br /> U SNOPUD DUCTBANK, 3' MIN COVER, TYP FOR CONTINUATION <br /> p� EX GRADE W3 STA 2 +97 = W5 STA 14+09 <br /> Q ZAT SEE ELEC <br /> w 20 <br /> w 1� <br /> 0 <br /> 0 <br /> w <br /> z <br /> IE=13.3't IE=15.1' <br /> UIE=12.6'f 12" MIN CLEAR 12" CV 12" MIN CLEAR IE=13.3't 10 w <br /> 0 CONNECTION TO EX 10" OR <br /> Q It z 12" CITY GATE VALVE <br /> EX FOUNDATION FOOTING <br /> EX FOUNDATION FO <br /> (Ty ), SEE NOTE 1 OTING <br /> (TYP), SEE NOTE 1 <br /> 0 <br /> 0 W5 14+00 W5 15+00 W5 16+00 <br /> GENERAL NOTES (3:) ALIGNMENT W5 - WATER PROFILE CONTINUED <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE C5.1 C5.35 CALL 48 HOURS <br /> APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT ALL <br /> FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL BEFORE YOU DIG <br /> CONFRV RT OF WOR <br /> CONDITIONS X DIFFER ISTING CFROM THOSE ONDITIONS RSHOWN INIOR TO TAPROFILE,THE. IF DIAL 811 <br /> CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN <br /> `m CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. <br /> om r� VERT DATUM: NAVD 88 <br /> 2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. 10 0 10' 20' CONV TO MLLW = NAVD88t2.03 <br /> CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br /> PROTECT—IN—PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, ZZA HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, 3.1 <br /> 5' 15'm SCALE: 1"=10' IF SHEET IS LESS THAN 22x34 W <br /> a m REDUCE SCALE ACCORDINGLY 1 <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: <br /> m A. <br /> N. WATSON 1" 10' PORT OF EVERETT DWG. N0. C5.35 <br /> 0�'of usej911 _j <br /> B '�4�' .�,S DESIGNED BY: DATE: <br /> Port Of ems. - NORTON TERMINAL DEVELOPMENT <br /> c e� y m J. BECKER 06/21/2021 cIP No. � <br /> EVERETT1Tff DRAWN BY CHECKED BY —8-900-05 <br /> & MTCA 3RD INTERIM ACTION� C� <br /> 16015th Avenue,Suite 1300 06/21/2021 NW RENUMBERED FROM C5.15 TO C5.35 svoia e K. EDWARDS, D. YU N. WATSON PROJECT <br /> NP.O. BOX 538 Seattle,Washington 98101 A 05/07/2021 NW FOR CITY REVIEW Q�ISTHa�`,2b� APPROVED BY: WATER PROFILES NO. MT—NT-2021—02.2 <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500toxv' b O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (SHEET 6 0 F 7) SHEET NO. 86 OF 149 LL <br />