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PORT GARDNER BAY 3" END CAP AND <br /> - ■ - - - - N (� EAST WATERWAY CONC TB R FUTURE <br /> WAT RMAINFOEXTENs ON CONSTRUCTION NOTES <br /> ■ <br /> O FH ASSEMBLY PER COE STD DWG 507. NORTHINGS <br /> I ® _ AND EASTINGS ARE PROVIDED ON SHEET C5.1. <br /> O 12"A2x6" TEE <br /> p O NOTUSED <br /> _` JYARD HYDRANT ® NOT USED <br /> iE:J <br /> \ C5.8 C5.20 <br /> �5 NOT USED <br /> ■ 8 a ONW CINf <br /> ■ / U 3" TEE CONC TB © NOT USED <br /> I ® a � 2" METERED WATER SERVICE PER COE STD DWG 502 <br /> 33LF-3" <br /> P P ®\\oH� EX ROCKERY, PIP ® NOT USED <br /> oy c c SAND c ® 3" GV 25LF-3" W NF\\ O9 12" GV, SEE DETAIL 3, C5.20 <br /> • <br /> I / P P P P P P�k Ex ASPH Ro x BRus r \ 10 12"x90° HORIZONTAL BEND <br /> ■ 734lF p 11 12"A2%12" TEE <br /> ■ \�3'Cy 15\ NOT USED <br /> I \ <br /> � 2"RPBA 13 1 <br /> � 1W 2"METERED WATER SERVICE NOT USED <br /> ■ 1 d PER COE STD DWG 502 <br /> 1"CU AIR VAC TAP, i1 { \ 1 14 8"x8"x6" TEE <br /> ■ STA 12+16 12"END CAP <br /> 27LF-12"SW 2 TB FOR FUTURE D CONC 15 2"x2"x2" TEE <br /> 35LF-1"CU AIR-VAC PIPE <br /> VO WATERMAIN EXTENSION <br /> TO AIR-VAC6, STA 12+51 TD2 0 x3 FXgsoyR 16 2"x60° HORIZONTAL BEND <br /> 2 ■ W618+59 <br /> 2" 16 17 2x3" REDUCER <br /> ■ N rA AIR-VAC6 i1 15' WIDE WATER LF 1 FH\ <br /> 2 C2.4 C5.8 STA 12+51 EASEMENT, TYP 17LF-12" W 33 J 12LF2" W <br /> 2 <br /> +oo- -ws 13+00- ws 1a+oo ws 15+0o ws 16+00 -ws n+oo- <br /> w wtw w w w-wy� w w wow <br /> 318LF-12" W 192LF-12" W ■ <br /> i � 10 tt �o <br /> P P P '�} P P P P P P P P P P P P P P <br /> -C� C C C C C C C C C C C C C C CAN <br /> Ln <br /> 1 FH2 FH3 1 9 15 <br /> I a W4 13+00.00 = W6 15+76.58 so ■ <br /> L_Lj <br /> (_) U 41LF-2" W ■ <br /> Ld <br /> a U ; 15 <br /> Cn ■ LI <br /> w <br /> ow ICI �; w <br /> YARD HYDRANT FOR ■ (/j <br /> a C5.8 C5.20 CONTAINMENT AREA <br /> x ■ I � z - <br /> o U N L <br /> SSFM CO V9 T8C5 2" END CAP AND CONC TB 30' 0 30' 60' <br /> RIM=15.91FOR FUTURE WASH PADE=13.57 C1 M SSFM CO V11 �1/ DUMPSTER AREA ■ 5' 45' <br /> o IEM13 5•91 C5.8 C5.21 <br /> ■ J SCALE: 1"=30' <br /> 1 SSFM CO V8 1 a 1 SSFM CO V10 SSFM CO V12 1 SSFM CO V13 1 SSFM CO V14 I �' <br /> 01 <br /> RIM=15.91 RIM=15.91 g; RIM_ <br /> RIM RIM=15.91 ■ CALL48HOURS <br /> C5.8 C5.21 IE=13.57 1 : C5.8 C5.21 IE=13.57 + C5.8 C5.21 IE=13.57 C5.8 C5.21 IE=13.57 C5.8 C5.21 IE=13.57 ■ BEFORE YOU DIG <br /> TD3 ° ° ° DIAL 811 <br /> s s s : s : s : s s s s s s s s s s s s s s s VERT DATUM: NAVD 88 <br /> 100LF-3"SSFM 100LF-3"SSFM 10OLF-37SSFM 10OLF-3"S TOOLE-3" --- 10OLF-3"SSFM OOLF-3"SSFM ■ <br /> . I CONV TO MLLW - NAVD88+2.03 <br /> ■T Tyr■�■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HORZ DATUM: NAD 83/91 <br /> --� "' +"'�1"' MAT HLINE SEE C5.4 <br /> U <br /> mrtt l '■1 1 I IF SHEET IS LESS THAN 22x34 W <br /> a< REDUCE SCALE ACCORDINGLY > <br /> m <br /> LU <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> A N. WATSON AS SHOWN PORT OF EVERETT C5.8 <br /> DESIGNED BY: DATE: <br /> Port Of :ems`` _' J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H <br /> DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION <br /> EVERETT1Tff 1-8-900-05 V <br /> n> _ 16015th Avenue,Suite 1300 mots <br /> o P.O. Box 538 ,� �r K. EDWARDS, D. YU N. WATSON NooJECTMT-NT-2021-02.2 <br /> nNi EVERETT, WA 98206 Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW �stoju'L APPROVED BY: WATER AND SEWER DETAIL PLAN O <br /> EVER T, WA 98 (206)382-0600 Fax(206)382-0500 <br /> OFPROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION ( r ) SHEET NO. 74 OF 149 LL <br />