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1 <br /> o\ NOTES <br /> / ■ in 1. CONTRACTOR SHALL RESTORE ASPHALT PAVEMENT TO MATCH <br /> / u EXISTING WHERE DEMOLITION OF PAVEMENT IS NECESSARY TO <br /> / COMPLETE WATER PIPE INSTALLATION OR RESTORATION OF <br /> W WATER SERVICES. SEE SHEET D1.2 AND D1.3 FOR RELATED <br /> EVERETT SHIP - LLj DEMOLITION. <br /> REPAIR x ■ <br /> fs (PORT OF EVERETT) ■ 2. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE LOCATION <br /> / OF THE EXISTING 12"x6" REDUCER. THE CONTRACTOR SHALL <br /> DUNLAP / I REPLACE THE REDUCER WITH A 12"x1L25° HORIZONTAL <br /> HEWITTTERMINAL (PORT OF PROPERTY LINE k BEND AND EXTEND THE 12" W. CITY OF EVERETT PUBLIC <br /> WORKS TO MAKE CONN TO EXISTING WATER MAIN UNDER <br /> (PORT OF EVERETT) EVERETT) ■ SEPARATE UTILITY PERMIT WITH FEE BASED ON COST <br /> / ■ _ ESTIMATE PREPARED BY CITY. FEE TO BE PAID BY PORT <br /> / _ (NOT CONTRACTOR). <br /> 3. 6" AND 12" WATERMAIN PIPE AND WATER PIPE ON <br /> DOWNSTREAM SIDE OF WATER METERS SHALL BE HIGH <br /> xl / x Q DENSITY POLYETHYLENE (HERE), SDP 9, RATED 250 PSI PIPE <br /> 12 AND SHALL BE LISTED AND APPROVED FOR POTABLE WATER <br /> = — — — — — — — — <br /> ® 0 CONSTRUCTION NOTES <br /> APPROX BEGINNING >� C <br /> —x OF CITY 42" FM, NC � - x • <br /> O RECONN EXISTING FH PER COE STD DWG 507 <br /> FIELD VERIFY SIZE AND�9C —= =J ,I _ <br /> \ �°s FOLLOWIN W CONSTRUCTION OF EX WS AND RECONN r C �i 1�ir 1 1� �� a C P C Pg CD 12"x12"x6" TEE <br /> c c°s c T IS FOUND TO EXISTrInNIKI • 6" CV <br /> x <br /> EX FH s s ss 12" CITY FM, NIC <br /> o _s s � RECONN EX 3/4'W ; 42" CITY FM, NIC ® 6%45°HORIZONTAL BEND <br /> / P EX 6" DI W 5 $ EX 24'SSFM "' I • • <br /> °P 12"x30° HORIZONTAL BEND <br /> °s s T` 9" —Is ss7 RECONN EX 8 _3OLF-12" W \� <br /> ONN WS <br /> 05 w 2g 12' W w ERAL A °s a+oo a wl s+oo = wl to+oo— W —wl 11+c © PER COE STD DWG 501 <br /> °P - °'— -° —43LF-12' 35LF-12" A47LF-12" W 104LF-12" W 52L <br /> 34LF-12' W wl s+oo W1 6+00 wl 7+o w1 <br /> 111 <br /> Ex 24"ss o EX 12 Ss �7 PER COE STD DWG 502 <br /> 4 12LF-12" W <br /> /r Nk ♦ 4 31 LF-8" ® 12"x12"x12- TEE 4 <br /> i EX 12" DI W 4 20LF-6' I 12" GV, SEE DETAIL 3, C5.20 <br /> I DECOMMISSION AND I ®3/4" WS© <br /> EX 6" DI W �—° RECONN 21L 10 FH 5 0 FH ASSEMBLY PER COE STD DWG 507.4 <br /> u <br /> 'ON TO EX 12" 14LF-12" W ° as °s °s—was EX FH I <br /> I SITYEE NOAT TER�AIN, 12"01.25° HORIZ BEND ©RECONN EX 3/4" WS — <br /> I� <br /> I RECONN EX 2' WS ° ----------------------------- <br /> AT STA 9+5X.XX N RELOCATE <br /> N (LOCATE Ell TO PROVIDE 3' <br /> ®I CLEAR DISTANCE Tr I \ 6 <br /> AND �e FAQ — - — <br /> N EX WAREHOUSE BLDG ■ \ <br /> N <br /> N <br /> x x x x x 1 <br /> ■ c) \ Z <br /> W X 30' 0 30' 60' <br /> W <br /> ■ \ 15' 45' <br /> ■ SCALE: 1"=30' <br /> I IIE <br /> W � CALL 48 HOURS <br /> N BEFORE YOU DIG <br /> z N DIAL 811 <br /> ��l I <br /> U <br /> ® I � \ VERT DATUM: NAVE 88 <br /> Q \ CONV TO MLLW = NAVD88+2.03 <br /> m n i£ City of Everett ■ \ HORZ DATUM: NAD 83/91 <br /> <� `o \ EVERETT Reviewed for Permit 10/26/2021 W' <br /> a I <br /> m <br /> LLJ <br /> PROJECT ENGINEER: SCALE: <br /> ® 10/15/2021 NW REVISED PER CITY PORT OF EVERETT DWG. NO. /► <br /> PRE—CONSTRUCTION MEETING Q+�'�ar*esg'�gT N. WATSON 1" = 30' C5.2 <br /> Port of A 08/26/2021 NW UPDATE STORM PER CITY ��`� • " a °ESIGNE°BY DATE: N 0 RT 0 N TERMINAL DEVELOPMENT <br /> c COMMENTS & ELEC BACKGROUND 2 q s 2 J. BECKER 05/07/2021 CIP NO. r <br /> EVERETTff PER ADDENDUM 3 Z 1—8-900-05 ,) <br /> _ 0 07/09/2021 NW ADDENDUM 1 1 DRAWN BY: CHECKED BY: & M T C A 3 R D INTERIM ACTION U <br /> N _ 16015th Avenue,Suite 1300 A 06/21/2021 NW ISSUED FOR BID s�o a 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 <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (1 OF Q) SHEET NO. 68 OF 150 LPL <br />