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0 <br />w <br />■ <br />■ <br />■ <br />u <br />1 "CU AIR -VAC TAP, <br />STA 12+15 <br />43LF-1"CU AIR -VAC PIPE <br />TO AIR-VAC6, STA 12+51 <br />PORT GARDNER BAY <br />i EAST WATERWAY <br />N <br />3" END CAP AND <br />CONC TB FOR FUTURE <br />WATERMAIN EXTENSION <br />iELM <br />, <br />Owl <br />F1 E <br />62 YARD HYDRANT <br />\ C5.8 C5.20 <br />OHW OvE <br />3" TEE CONC TB <br />33LF-3" <br />25LF-3" W \ NF EX ROCKERY, PIP <br />❑ 3" GV <br />®0 EX AS RO EX BRUSFT`�,, <br />w <br />3�<F 17 \ oy <br />�3 15 <br />2" RPBA <br />® 2'$ METERED WATER SERVICE <br />\ F PER COE STD DWG 502 <br />O21IWS \\\ X�Sy4O 2 12"`END CAP AND CONC <br />27LF-12" W TB FOR FUTURE <br />N, WATERMAIN EXTENSION <br />NT-TD-02 <br />10 <br />PER F0002 - RELOC 12$$ <br />2 <br />NT-AIR-VAC-06 <br />1 GV FROM WEST END OF W4 <br />15' WIDE WATER <br />aO <br />C2.4 C5.8 STA 12+51 <br />TO APPROX W6 STA 15+57 <br />EASEMENT, TYP <br />» <br />5LF-12 W <br />3; <br />ON SOUTH SIDE OF FH3i/ <br />J <br />9 11 W4 13+00.00 = W6 15+65.08 <br />-W6 13+00- <br />W6 14+00 W6 15+00 <br />W6 16+00 -W6 17+00- <br />- w w <br />w w w o w <br />w wr--- w w <br />_ 318LF-12" W <br />203LF-12" W <br />1 "CU AIR -VAC TAP, <br />STA 12+58 <br />1)NT-FH-02 <br />NT-SSFM-CO-V8 <br />RIM=15.91 <br />C5.8 C5.21 IE=13.57 <br />10OLF-3"SSFM <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />NT-SSFM-CO-V9 1 <br />NT-FH-03( 1 <br />fyn • <br />`m <br />13+00.00 = W6 15+65.08 <br />2LF-121l N T- <br />" W <br />YARD HYDRANT FOR <br />C5.8 C5.20 CONTAINMENT AREA- <br />2" END CAP AND CONC TB <br />RIM=15.91 i o FOR FUTURE WAS'' PAD <br />■ IE=13.57 C5.8 C5.21 NT-SSFM-CO-V11 <br />RIM=15.91 <br />O IE=13.57 C5.8 C5.21 <br />CV <br />I <br />J <br />41 LF-2" W <br />15 <br />DUMPSTER AREA <br />NT-SSFM-CO-V10 T8C5.21 <br />NT-SSFM-CO-V12 T8C5.21 <br />NT-SSFM-CO-V13 '� NT-SSFM- CO- V14 <br />RIM=15.91 ; RIM=15.91 RIM=15.91 RIM=15.91 <br />■ C5.8 C5.21 IE=13.57 1E=13.57IE=13.57 C5.8 C5.21 IE=13.57 <br />NT-TD-03 <br />!{ !{ <br />O 6 O • ! f ■ <br />■ ■ N r i f <br />• <br />• <br />-3»SSFM <br />SFM <br />100LF-3 1»S <br />100LF-3 SSFM 100LF-3 SSFM <br />OLF -M3 » <br />SSFM100LF <br />M TCHUN�E e SEE <br />C5.4 <br />os <br />2EA- <br />3" PVC UNIONS <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />�5 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />® <br />12/08/2021 <br />NW <br />REVISED PER STORM DRAIN CHANGES <br />12/08/2021 <br />NW <br />F0002 WATERMAIN AND GV UPDATES <br />12/08/2021 <br />NW <br />F0001 REQUEST TO MOVE WTR <br />LINE W4 <br />06/21/2021 <br />NW <br />SSUED FOR BID <br />�0 <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. DATE BY <br />REVISION <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />DATE: <br />J. BECKER <br />05/07/2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />APPROVED BY: <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />x <br />x <br />x <br />CONSTRUCTION NOTES <br />O FH ASSEMBLY PER COE STD DWG 507. NORTHINGS <br />AND EASTINGS ARE PROVIDED ON SHEET C5.1. <br />O 12"x12"x6" TEE <br />CD NOT USED <br />® NOT USED <br />CD NOT USED <br />© NOT USED <br />O 2" METERED WATER SERVICE PER COE STD DWG 502 <br />® NOT USED <br />CD 12" GV, SEE DETAIL 3, C5.20 <br />10 12%90' HORIZONTAL BEND <br />CD 12"x12"x12" TEE <br />12 NOT USED <br />13 NOT USED <br />14 8"x8"x6" TEE <br />15 2"x2"x2" TEE <br />16 2"x60° HORIZONTAL BEND <br />1617 2%3" REDUCER <br />■ <br />Nl■TD- <br />■ <br />I <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER AND SEWER DETAIL PLAN <br />(7 OF 9) <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />I DWG. No. C5.8 <br />SIP No. <br />1-8-900-05 <br />PROJECT <br />No. MT-NT-2021-02.2 <br />SHEET No. 74 OF 150 <br />Z <br />