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r�r U r�r r r r r r�r� 1.j r r rV r r r L j r r ••V r� <br /> n �j J° CONSTRUCTION NOTES <br /> ■ .� — ■ ■ — ■ ■ — ■ ■ — M�H LD N ME ■_ �E ■C�■ ■ — ■ ■ ■ ■ ■ ■ — ■ ■ ■ ■ ■ ■ �ll ■ O FH ASSEMBLY PER COE STD DWG 507, C5.1.NGS <br /> I <br /> W1 20+75.46 = W4 10+00.00 AND EASTINGS ARE PROVIDED ON SHEET C5.1. <br /> W1 17+49.83 10 .qo 1"CU AIR—VAC TAP, 182LF-1"CU AIR—VAC PIPE <br /> STA 20+18 3 TO AIR—VAC3, STA 22+00 ■ O 12"x12"x6" TEE <br /> e ■ O3 NOT USED <br /> it g <br /> +00 —w1.1 —w1 is+oo— w1 20+00 — +oo— —w1 23+00 W1 24+00 ® NOT USED <br /> w w w w- w w w w w w w—w� —w w w <br /> 9 - _ — — — — 167LF-12" W 133LF-12" W 300LF-12" W <br /> . — — — _ _ O NOT USED <br /> 15LF-12" u�. �u •n. u.W—lm •�. 11 2 ■i r � <br /> ■ yam — �� — - - - - - ■ © NOT USED <br /> P Pr P P P PO O P P P P P \P C P P P C P� AIR-VAC3 P C P C� PC P C P C C P C .��C� 7 NOT USED <br /> .,.0 \ O C C C C C \ Ow C2.4 C�5.3 STA 22+00 <br /> C—T �\ ■ ® 12"x12"x8" TEE <br /> � <br /> ■ \ �i\ 15' WIDE WATER ■ O9 12" GV, SEE DETAIL 3, C5.20 <br /> ■ \ \ \ EASEMENT, TYP\ 10 12"x90° HORIZONTAL BEND <br /> %\ <br /> I \ ■ 11 12"x12"x12" TEE <br /> 12 12"x60° HORIZONTAL BEND <br /> bi <br /> ■ �� \ ��� - <br /> —-mo oA CF3 8%45° HORIZONTAL BEND <br /> �� \ l \��O\ \■ 14 8"x8"x6" TEE <br /> ■ \ vA O 1 <br /> 12" CITY FM, NIC <br /> \ 42" CITY FM, NIC — <br /> oLd : <br /> $ V�� <br /> J TDS <br /> ■ o <br /> Q ■ / \� <br /> I F / <br /> 6 <br /> \j X A i� C C C G CSC C C C C C C C Cam(: G C G C' <br /> d d d d d d d d \ d d d d d d d d dd d d d d d mm <br /> ■ o /� / ,y,\ 1 FH12 LJ \ \ 1 F 13 ■ _ — <br /> ■ O ■Q0 <br /> N® 14 \ 30LF-1"CU AIR—VAC PIPE ® ��lm lm n>� <br /> TO AIR—VAC5, STA 15+10 <br /> ■ S \ \ ® ■ <br /> ■ 1 1"CU AIR—VAC TAP, � `Z � � ■ � <br /> Z <br /> 1 FH1 \ STA 14+80 lit AIR—VAC5 <br /> C24 C5.3STA 15+10 25LF-12" <br /> I 7 r 30' 0 30' 60' <br /> �k -W3 15+� W3 16+00 W3 17+00 W3 18+00WIMIZZA <br /> 0o W IN■ 4 WTW�W W 15' 45'114LF-12" W �� 300LF-12" W If ■ <br /> —_ 2 � ■ SCALE: 1 <br /> 12 <br /> 2 10 <br /> � \ ■ 10 <br /> ■ 56LF-12" W - CALL48HOURS <br /> ■ \� —— BEFORE YOU DIG <br /> DIAL 811 <br /> mm - �w3 is+oo VERT DATUM: NAVD 88 <br /> ■ ■ <br /> CONV TO MLLW - NAVD88+2.03 <br /> m ■ „ HORZ DATUM: NAD 83/91 <br /> W <br /> m m <br /> a< ■Ifi7■.■■����--r------ <br /> PROJECT ENGINEER: SCALE: <br /> A� <br /> N. WATSON AS SHOWN PORT OF EVERETT DWG. NO. C5.4 <br /> m A. <br /> Port of *�$ <br /> °E. E°BY: DATE: > <br /> NORTON TERMINAL DEVELOPMENT <br /> J. BECKER 05/0\2021 CIP N0. <br /> B 10/15/2021 NW PRE 1Tff CG PER CITY � & MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> EVERETT <br /> ---- PRE-CONSTRUCTION MEETING DRAWN BY: CHECKED BY: <br /> n> _ 16015th Avenue,Suite 1300 A 06/21/2021 NW ISSUED FOR BID s�oia e K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.G. BOX 538 � � WATER AND SEWER DETAIL PLAN <br /> Seattle,Washington 98101 NO. MT—NT-2021—02.2 <br /> N ® O5/07/2021 NW FOR CITY REVIEW /oAA1$pG b~ APPROVED BY: O <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 /3 OF <br /> C �\ <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION l r ) SHEET NO. 70 OF 150 LL <br />