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0 <br />_SS <br />I <br />NOTES <br />1. CONTRACTOR SHALL RESTORE ASPHALT PAVEMENT TO MATCH <br />x <br />■ <br />EXISTING WHERE DEMOLITION OF PAVEMENT IS NECESSARY TO <br />■ <br />U <br />COMPLETE WATER PIPE INSTALLATION OR RESTORATION OF <br />WATER SERVICES. SEE SHEET D1.2 AND D1.3 FOR RELATED <br />x <br />DEMOLITION. <br />EVERETT SHIP <br />L <br />REPAIR <br />LJJ <br />2. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE LOCATION <br />x <br />■ <br />(%) ° <br />OF THE EXISTING 12"x6" REDUCER. THE CONTRACTOR SHALL <br />(PORT OF EVERETT) <br />QQ ■ <br />REPLACE THE REDUCER WITH A 12"x11.25° HORIZONTAL BEND <br />a <br />0 <br />AND EXTEND THE 12" W. CITY OF EVERETT PUBLIC WORKS TO <br />x DUNLAP <br />MAKE CONN TO EXISTING WATER MAIN UNDER SEPARATE UTILITY <br />HEWITT TERMINAL <br />(PORT OF PROPERTY LINE <br />PERMIT WITH FEE BASED ON COST ESTIMATE PREPARED BY <br />(PORT OF EVERETT) I <br />x EVERETT) / 1 <br />■ <br />CITY. FEE TO BE PAID BY PORT (NOT CONTRACTOR). <br />op 34LF- <br />LP SLEEVE <br />ALL FITTINGS MEGALUG <br />6" 45° BEND <br />EX 12" DI W <br />CONN TO EX 12" <br />CITY WATERMAIN, <br />SEE NOTE 2 <br />9 <br />v <br />I <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 />U 02/25/2022 NW <br />® 10/15/2021 NW <br />0 08/26/2021 NW <br />E2 <br />07/09/2021 <br />NW <br />zjE <br />06/21/2021 <br />NW <br />A0 <br />05/07/2021 <br />NW <br />NO. I DATE I BY <br />69 <br />REVISED PER CONTRACTOR <br />POTHOLE FINDINGS <br />REVISED PER CITY <br />PRE —CONSTRUCTION MEETING <br />UPDATE STORM PER CITY <br />COMMENTS & ELEC BACKGROUND <br />PER ADDENDUM 3 <br />ADDENDUM 1 <br />SSUED FOR BID <br />FOR CITY REVIEW © 07/0 <br />REVISION <br />APPROX BEGINNING <br />OF CITY 42" FM, NIC <br />i <br />© RECONN EX 1" WS — <br />NW I RECORD DRAWING <br />NO. I DATE I BY <br />REVISION <br />1 "CU AIR —VAC TAP, <br />STA 8+56 <br />RECORD CONDITIONS <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />INFORMATION <br />PROVIDED BY THE <br />CONTRACTOR. RECORD <br />CONDITIONS WERE NO - <br />VERIFIED BY ENGINEER. <br />EX WAREHOUSE BLDG <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />K. EDWARDS, D. YU <br />APPROVED BY <br />SCALE: <br />1 " = 30' <br />DATE: <br />05/07/2021 <br />CHECKED BY: <br />N. WATSON <br />,)/'+ wv)�I <br />3. 6" AND 12" WATERMAIN PIPE AND WATER PIPE ON <br />DOWNSTREAM SIDE OF WATER METERS SHALL BE HIGH DENSITY <br />POLYETHYLENE (HDPE), SDR 9, RATED 250 PSI PIPE AND <br />SHALL BE LISTED AND APPROVED FOR POTABLE WATER IN <br />ACCORDANCE WITH NSF STANDARDS 14 AND 16. <br />CONSTRUCTDON NOTES <br />O RECONN EXISTING FH PER COE STD DWG 507 <br />O 12"x12"x6" TEE <br />CD 6" GV <br />I® 6"05° HORIZONTAL BEND <br />2" CITY FM, NIC <br />Q" CITY FM, NIC O 12"x30° HORIZONTAL BEND <br />© PER COE STD DWG 501 <br />—wi ii+c O PER COE STD DWG 502 <br />At— Oo ® 12"x12"x12" TEE <br />V■ <br />t — CD 12" GV, SEE DETAIL 3, C5.20 zh <br />10 FH ASSEMBLY PER COE STD DWG 507. <br />11 AIR —VAC VALVE ASS'Y PER COE STD PLAN 512. LOCATE 2" <br />GS RISER PIPE ON NORTH OR SOUTH SIDE OF VAULT SUCH <br />® THAT IT DOES NOT CONFLICT WITH ACCESS TO EX <br />PERSONNEL GATE IN FENCE. PRIME AND PAINT ABOVE <br />GROUND PORTION OF GS PIPE WITH TWO COATS OF "SAFETY <br />YELLOW". <br />r <br />■ <br />r <br />— <br />■ <br />L <br />-- — <br />■ <br />U <br />Z <br />p 1 <br />30' 0 30' 60' <br />0_oJ <br />C/) <br />15' 45' <br />■ <br />■ <br />SCALE: 1 "=30' <br />I <br />� <br />■ <br />z <br />CALL 48 HOURS <br />■ <br />_j <br />BEFORE YOU DIG <br />DIAL <br />811 <br />U <br />0— <br />VERT DATUM: NAVD 88 <br />■ <br />< <br />CONV TO MLLW = NAVD88+2.03 <br />■ <br />HORZ DATUM: NAD 83/91 <br />RECORD DRAWING <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />WATER AND SEWER DETAIL PLAN <br />(1 OF 9) <br />DWG. N0. <br />C5.2 <br />SIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT—NT-2021-02.2 <br />SHEET NO. 68 OF 150 <br />0 <br />Z <br />