Laserfiche WebLink
EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> 30 (AUGER-CAST PILES) <br /> 12"X12"X6" TEE FOR FH11 <br /> 12"x12"02" TEE, SEE W1 FINISHED GRADE ASSEMBLY PER COE STD 507 <br /> PROFILE FOR CONTINUATION <br /> W1 STA 17+50 = W STA 10+00 3' MIN OVER, TYP STA 12+45 (SEE PLAN) 0 <br /> COMM AND POWER <br /> 20 DUCTBANK, SEE ELE EX GRADE TRENCH DRAIN m <br /> 12" GV <br /> w <br /> F <br /> w10 18" MIN CLEAR w <br /> I E-13.5't <br /> 12"X30' 12" MIN CLEAR <br /> HORIZ BEND 42" CITY FM, U <br /> EX CONC SLAB, BY CITY, NIC IQ <br /> SEE NOTE 1 I� <br /> 0 <br /> W3 10+00 W3 11+00 W3 12+00 W3 13+00 <br /> ALIGNMENT W3 - WATER PROFILE <br /> C5.1 C5.33 <br /> I I <br /> FINISHED GRADE 1"CU AIR-VAC TAP, 3OLF-1"CU AIR-VAC PIPE AIR-VACS <br /> 3' MIN COVER, TYP 12"X60` STA 14+80 SLOPE ATTO AC2, STA 07 OR UPHILL PER STA C0+10STD PLAN 512 l0 <br /> w EX CONC SLAB, 12"X12"X6" TEE FOR FH12 J <br /> COMM AND P WER EX GRADE HORIZ BEND TO AIR-VAC VALVE w <br /> O DUCTBANK, SE ELEC SEE NOTE 1 ASSEMBLY PER COE STD 507 m <br /> m 12" SD PIPE STA 15+19 (43.0' LEFT) <br /> Q _ w <br /> w <br /> w <br /> w I---- -- - - -- — - v <br /> � <br /> Iw <br /> z_ <br /> w 12" MIN CLEAR J <br /> Z E=15.5'f E=15.5't IE=15.5'+ _ <br /> ,r77 <br /> 7i <br /> = IE-13.5't IE=13.0't 18" MIN CLEAR 10 <br /> U Q <br /> Q I 12" MIN CLEAR I� <br /> �I COMM AND POWER <br /> 0 W3 14+00 W3 15+00 W3 16+00 <br /> ALIGNMENT W3 - WATER PROFILE (CONTONUED) <br /> C5.1 C5.33 <br /> I EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> (STEEL & TIMBER PILES) <br /> M <br /> wl FINISHED GRADE <br /> 3' MIN COVER, TYP Iv <br /> 12"X12"X6" TEE FOR FH13 <br /> O ASSEMBLY PER COE STD 507 12"X90' 12"X90' <br /> mm EX GRADE STA 18+19 (43.0' LEFT) HORIZ BEND HORIZ BEND w <br /> S <br /> w _ U <br /> w - <br /> N L.J <br /> w <br /> will <br /> N <br /> z <br /> IE-15.5'f w <br /> z <br /> J <br /> EX CONC SLAB, EX FOUNDATION FOOTING = <br /> Q EX FOUND TION _� <br /> SEE NOTE 1 (TYP), SEE NOTE 1 <br /> �I FOOTING, EE NOTE 1 I¢ <br /> I I� <br /> W3 17+00 W3 18+00 W3 19+00 <br /> ALIGNMENT W3 - WATER PROFILE (CONTONUED) <br /> GENERAL NOTES C5.1 C5.33 <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE 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 /> m r� 10' 0 10' 20' VERT DATUM: NAVD 88 <br /> 2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. CONV TO MLLW = NAVD88t2.03 <br /> O CONTRACTOR SHALL POTHOLE PRIOR TO START OF WORK. <br /> PROTECT-IN-PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, 5' 15, HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, <br /> SCALE: 1"=10' <br /> IF SHEET IS LESS THAN 22x34 <br /> CL m REDUCE SCALE ACCORDINGLY <br /> 0 LU <br /> N PROJECT ENGINEER: SCALE: 1 <br /> m A. <br /> N. WATSON 1" 10' PORT OF EVERETT °W N C5.33 <br /> 0�'of usej911 <br /> '�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 10 06/21/2021 NW RENUMBERED FROM C5.13 TO C5.33 07014 0 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)382-0500t0xsL b Q <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (SHEET 4 0 F 7) SHEET NO. 84 OF 1 49 LL <br />