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ALIGNMENT INTERSECTDON TABLE CONSTRUCTION NOTES <br />i <br />x <br />- op - ... _ ... _ - .. _ _ <br />p _ _ _ ... .... _ ... _ ... _ <br />NT-W-07 STA 12+11.5f ap °Pop-�\ <br />" BLIND FLANGE AND °° 12 <br />CONC THRUST BLOCK Op <br />FOR FUTURE EXTENSION I 9 OP\ <br />O X <br />W7 12+10.00 = W8 10+00.00 <br />EX PUD <br />SUBSTATION <br />x <br />11 3 <br />- 1OLF-3" SSFM. <br />CAP <br />FOR <br />FUTURE EXTENSION <br />x x x <br />x x <br />x x x x <br />3NT-SSFM <br />T5C5.21 <br />CV-GV <br />V15 <br />RIM= <br />16.67 <br />IE= 14.33 <br />NT-SSFM-CO-V-17 <br />RIM=15.91 <br />cl, <br />3 <br />2 EA-S' <br />C5.5 C5.21 <br />IE=13.57 <br />PVC UNIONS <br />o <br />NT-TD- 3 <br />�10OLF-3"SSFM 10OLF-3"SSFM <br />NT-SSFM-CO-V-16 <br />C5.5 C5.21 RIM=15.91 <br />IE=13.57 <br />-W1 25+00 <br />-WSW <br />o ■ <br />� <br />U L <br />L <br />POV � <br />LCOMM ❑❑ COMM <br />Lij <br />V ■ <br />■ <br />LL ■ <br />U ■ <br />Q � <br />NT-FH-16 5 1 <br />W8 11+6� <br />99) <br />rr-8LF- 12' <br />w w <br />162LF-12" W- \ <br />2 <br />4 <br />NT-SSFM-CO-V-18 <br />[C52.5C5.21 RIM=16.04 I <br />IE=13.70 /jl <br />12"SD <br />10OLF-3"SSFM 10OLF-3"SSi <br />2 EA-3" 11 3 2 EA-3" <br />PVC UNIONS PVC UNIONS 1 <br />6" NT-SSCO-02 TYPE 10 ; <br />PER COE STD DWG 604 <br />1 <br />3 <br />W1 26+00 <br />W T W t W <br />140LF-12" W <br />NT-FH-9 <br />„ills <br />1 11 11 <br />T4C5 <br />NT-AIR-VAC-04 <br />STA 10+92 <br />1 <br />I <br />II <br />I <br />i <br />I <br />III <br />I I <br />I <br />i <br />ws'''oo op <br />\� <br />POTENTIAL FUTURE <br />LEASEHOLD LINE '6`F\�2 <br />3 NT-SSFM-CV & GV-V-19 \ \&1'00� <br />C5.5 C5.21 <br />3 4 <br />65.5 C5.9 <br />46LF-12" W <br />NT-FH-17 1 <br />SS LIFT STATION (SSLS1) 2 <br />C5.5 C5.22 <br />15' WIDE WATER <br />EASEMENT, TYP <br />3 NT-SSFM-CV & <br />65.5 C5.21 NT-GV -V-20 <br />27+80.87 = W5 10+00.00 <br />I � <br />0 I <br />30LF-12" W <br />I' <br />W5 11+00 <br />15' WIDE WATER <br />EASEMENT, TYP-j <br />I <br />12" END CAP AND <br />CONIC TB FOR FUTURE <br />MARITIME TENANT <br />NT-FH-10 <br />M TCHLONE - SEE C5.6 <br />NT-TD-05 NT-TD-05 I T <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />/5 07/05/2023 NW RECORD DRAWING <br />® 06/13/2022 NW RFI 088 <br />0 04/08/2022 NW MARITIME TENANT SITE DEVELOPMENT <br />E2 12/02/2021 NW 2-INCH TO 9-INCH PVMT <br />06/21/2021 NW ISSUED FOR BID <br />�0 05/07/2021 NW FOR CITY REVIEW <br />NO. DATE BY REVISION <br />NO. DATE BY <br />REVISION <br />12" CITY FM, NIC <br />- 42" CITY FM, NIC <br />cV <br />T <br />J <br />00 <br />NT-FH-18 1 <br />2 <br />9 <br />10LF-12" W <br />F <br />+t <br />~ V <br />CD <br />Ln <br />w i <br />"'D EASTING COORDINATES ARE AT CENTER OF PIPE. <br />O FH ASSEMBLY PER COE STD DWG 507 NORTHINGS <br />TION STATION <br />NORTHING <br />EASTING <br />= W9 10+00.00 <br />363236.82 <br />1301407.64 <br />E <br />AND EASTINGS ARE PROVIDED ON SHEET C5.1. <br />O 12"x12"x6" TEE <br />0 <br />®® HYDRANT u � 12%45' HORIZONTAL BEND <br />O R ETHING AND RDINATE SCHEDULE <br />N E D U LE O <br />4 12"x22.5' HORIZONTAL BEND <br />AT CENTER OF HYDRANT. O <br />FH GUARD POSTS PER COE STD DWG 508. <br />© NOT USED <br />7O NOT USED <br />NOT USED <br />°p \ ` \.. CD 12" GV, SEE DETAIL 3, C5.20 <br />PROPeRr (lNe\\ 10 12"x9O' HORIZONTAL BEND <br />x�CD 12%12"x12" TEE <br />$ R ; NOTES <br />® <br />$ <br />NT-AIR-VAC-08 <br />FH ID <br />NORTHING <br />EASTING <br />FH17 <br />363455.13 <br />1301544.64 <br />FH18 <br />363448.12 <br />1301730.51 <br />#40 <br />2 <br />rn <br />15C2.4 <br />STA 12+60 <br />I / <br />0 <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 />CITY OF EVERETT <br />PORT GARDNER <br />STORMWATER <br />FACILITY <br />x� <br />1. SEE SHEET C5.23 FOR SEWER STRUCTURE SCHEDULE <br />THAT CONTAINS NORTHING AND EASTING COORDINATES <br />FOR THE CENTER OF EACH SEWER STRUCTURE. <br />RECORD DRAWING <br />PORT OF EVERETT <br />• • Of <br />m=71111,m///O111111O/////O1111111, <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 81 <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. C5.5 <br />NORTON TERMINAL DEVELOPMENT SIP NO. <br />& MTCA 3RD INTERIM ACTION 1-8-900-05 <br />PROJECT <br />WATER AND SEWER DETAIL PLAN NO. MT-NT-2021-02.2 <br />(4 0 F 9) SHEET NO. 71 OF 150 <br />Z <br />