Laserfiche WebLink
EXTENTS OF FORMER <br /> oM BUILDING/STRUCTURE FOUNDATION <br /> (TIMBER PILES) <br /> U 12 x12 x12 TEE, SEE W2 <br /> �I DEMO EX DECOMMISSIONEDWATER AS PROFILE FOR CONTINUATION AIR-VAC2 13 <br /> w I NEEDED FOR NEW WATER MAN. CUT EX W & PER COE STD PLAN 512 <br /> = PLUG EACH END PER DETAIL 3, SHT D1.3. FINISHED GRADE W2 STA 10+00 = W1 STA 14+99 STA 16+21 w <br /> 0 3' MIN COVER TYP 3' MIN COVER, TYP EX GONG SLAB, m <br /> w 12"X90• SEE NOTE 1 _ COMM AND POWER w <br /> w EX GRADE HORIZ BEND 12 GV DUCTBANK, SEE ELEC w <br /> VI N <br /> w _ - - w <br /> Z Z <br /> J J <br /> amS <br /> 12"X12"X6" TEE FOR F 6 <br /> a IE=1 .8'f ASSEMBLY PER COE S D 507 12" MIN CLEAR <br /> �I EX H-PILE, SEE NOTE COE 1 N STA 16+12 (15.0' RIGHT) < <br /> SEE NOTE 1 CL EX GONG WALL, <br /> SEE NOTE 1 <br /> W1 14+00 W1 15+00 W1 16+00 <br /> ALIGNMENT W1 — WATER PROFILE (CONTINUED) <br /> C5.1 C5.31 <br /> EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION <br /> 41 (AUGER-CAST PILES) 3 <br /> 127LF ^ PIPE <br /> CU SN PUD DUCTBANK, O <br /> <I AIR VAGz n 16+z216+2 FINISHED GRADE SE ELEC Im <br /> r12 TEE, SEE W3 <br /> SLOPE "IT 9%nrvc �v PROFILE <br /> 1O+000NTIINUASTA 17+50 3' MIN COVER, TYP h <br /> EX GRADE COMM AND POWER <br /> w 12 GV DUCTBANK, SEE ELEC w <br /> Z Z <br /> J - J <br /> 2 2 <br /> Q IQ <br /> 12 MIN CLEAR 12" MIN CLEAR <br /> EX SD, ��� z IE=12.8't 12"X12"X 6" TEE FOR FH7 <br /> ABANDON IN-PLACE !rlE�! <br /> PIPE, EX CONC SLAB, IE=11.9't IE=11.9't IE=13.4't ASSEMBLY PER COE STD 507 <br /> t 10.1t SEE NOTE 1 STA 19+09 (15.0' RIGHT) <br /> 1 <br /> Wi 17+00 w1 18+00 W1 19+00 <br /> ALIGNMENT W1 - WATER PROFILE (CONTINUED) <br /> C5.1 C5.31 <br /> EXTENTS OF FORMER <br /> BUILDING/STRUCTURE FOUNDATION EXTENTS OF FORMER NON-BUILDING <br /> (STEEL H-PILES) FOUNDATION (STEEL & TIMBER PILES) k <br /> vi <br /> _I 12" SD PIPE, 182LF-1"CU AIR-VAC PIPE v <br /> I� <br /> w 1"CU AIR-VAC TAP, IE=12.4t 12"x12"x12" TEE, SEE W4 TO AI 3' MIN COVER <br /> R-VAC3, STA 22+00 AIR-VAC3 <br /> m w <br /> I Ex HE (TMP) TO AIR <br /> STA 20+18 PROFILE FOR CONTINUATION SLOPE AT 07 OR UPHILL FINISHED GRADE w <br /> SEE NOTE 1 W4 STA 10+00 = W1 STA 20+76 , TYP PER I <br /> a -VAC VALVE STA 22+ = <br /> 00 STD PLAN 51 EX GRADE V) <br /> w 12" GV <br /> w <br /> 01 - - - <br /> w <br /> w <br /> z z <br /> J <br /> J <br /> am <br /> U IE=13. T_ <br /> 1 ' MIN CL R IE=13.4" 12"X12"X6" TEE FOR FH8 <br /> a EX 1' THI K WOOD WALL, ASSEMBLY PER COE STD 507 Q <br /> SEE NOTE 1 STA 22+09 15.0' RIGHT) I� <br /> I I <br /> W1 20+00 Wi 21+00 M 22+00 <br /> GENERAL NOTES 1 ALIGNMENT W1 - WATER PROFILE CONTINUED <br /> 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE CALL 48 HOURS <br /> APPROXIMATE AND SHOWN FOR REFERENCE <br /> .31 <br /> FOUNDATION STRUCTUR STRUCTURES/DEBRIS BRIS ARE SHOWN. CONTRACTOR SHALL C5.1 C5 <br /> 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, HORZ DATUM: NAD 83/91 <br /> UNLESS NOTED OTHERWISE, <br /> 5' 15' W <br /> m SCALE: 1"=10' <br /> m <br /> LU <br /> 0 N PROJECT ENGINEER: SCALE: <br /> PORT OF EVERETT °W N° <br /> A� A. p9 C5.31 � <br /> N. WATSON 1" 10' <br /> of TA a <br /> '`;4�' .�,S DESIGNED BY: DATE: <br /> Port Of ems. - NORTON TERMINAL DEVELOPMENT <br /> e� y m J. BECKER 06/21/2021 cIP No. � <br /> � - 1-8-900-OS <br /> 1cpff DRAWN BY CHECKED BY & M T C A 3 R D INTERIM ACTION tU <br /> EVERETT <br /> 16015th Avenue,Suite 1300 09/27/2021 NW REVISED PER RFIO10 & WHSE g svoia e K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P 0. BOX 538 Seattle,Washington 98101 GVL YARD DRAINAGE +p '��Ig�gg6� '� WATER PROFILES v� �' APPROVED BY: NO. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 ® 06/21/2021 NW ISSUED FOR BID -.+y2px�g�.C. C <br /> N (425) 259-3164 PROJECT NO.01600120206)382-0500 NO. DATE BY REVISION NO. DATE BY REVISION b (SHEET 2 OF 7) SHEET NO. 82 OF 150 O <br />