2600 FEDERAL AVE 2021 PORT OF EVERETT Plans 2025-09-26

REPLACE EX 12"X6" REDUCER. 12" 4 4' MIN COVER TO TOP OF CONNECTION TO EX 12" MAIN BY C5.20 C5.10 PIPE TYR FOR ALL PIPE CITY WITH 12"X11.25' HORIZ BEND. BETWEEN 4+00 AND 10+00 30 20 IFEX 6" W TO BE RECONNECTED I OJ EX 24" SSFM, IE=9.5f 3' MIN COVER w Z -----_ RECONN - 1 EX GRADE-, EX 8" D, IE=1 CE N �PROTEC -IN-PLACE EX 8" SD, IE=10.7t F PROTECT-IN-PLACE 1 w < - - z_ W J W 10 EX E 14.5 D Q IE=11.6't < RECONN EX JFH EX 24" SS, _ 12"X30 12" MIN CLEAR 12" MIN CLEAR ASSEMBLY IE=6.8 IE-8.2 f HORIZ BEND IE=8.2 f IE=7.6' STA 4 64.01 0 W1 4+00 Wi 5+00 Wi 6+00 W1 7+00 ALIGNMENT W1 - WATER PROFILE C5.1 C5.3o MIN TRANSITION WITHIN I C5.20 C5.30 NORTON TERMINAL I I I 1 3/4" METERED WS 1 FOR GUARD SHACK O p EX 3/4" WS TO I J m BE RECONNECTED w < 1 FINISHED GRADE m w EX 3 4 WE TO EX GRADE EX 2" WS, EX 6" SSS, IE=9.7t 3' MIN COVER __„ 4' MIN COVER RECONN EX 2" EX GRADE W BE RECONNECTED PROTECT-IN-PLACE WS AT STA 9+57 1wjl 1 RECONN AT 1 STA 9+57 zl 12" GV RECONN EX 1" WS Iz J J U UTILITY TRENCH U IE=9.5'f IE 9.9'f IE=9.5't CUT-OFF WALL. SEE IE=9.6'f Q 1 RELOCATE AND < �I RECONN EX 3/4" WS, RECONN EX FH IE=7. 't EX 24" SSFM, IE= .5t RECONN EX FH DETAIL 3, SHT C4.14 3" SSFM IN CDF I� STA 7+27.40 RECONN EX 3/4" S IE=7.6'f 18" MIN CLEAR PROTECT-IN-PLACE ENCASEMENT, AT STA 8+5.50 PROPERTY LINE IE=9.0t 1 IWl 8t00 W1 9t00 W1 1Ot00 I ON 1 ALIGNMENT W1 - WATER PROFILE (CONTINUED) AVENUE FEDERAL IN C L AVENUE TERMINAL C5.1 C5.30 I I^_ M j 1 AIR-VAC 1 I U PER COE STD PLAN 512 CO < FIN) HED GRADE COMM AND POWER STA 12+17 ~ w w FLANGED DUCTBANK, SEE ELEC 3' MIN COVER, TYR 2 w n EX GRADE 15" SD PIPE, N1 12" GV E=10.8t Iw w - n z 1 J W 2 z E- IE=11.8't777 EX SD, TO BE IE=11.6't U DEMOLISHED 12"X12"X6" TEE FOR FH 1C" MIN CLEAR 42" CITY M, 12'" MIN CLEAR ASSEMBLY PER COE STD 507 I< 18" SD PIPE, BY CITY, ICP IE=8.3't IE=7.54t STA 12+26, LT-24' W1 11+00 Wi 12+00 WI 13+00 GENERAL NOTES 1. EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT 1 ALIGNMENT W1 - WATER PROFILE (CONTINUED) IF CALL 48 HOURS ALL FOUNDATION STRUCTURES/DEBRIS ARE SHOWN.CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS PRIOR TO C5.1 C5.30 BEFORE YOU DIG START OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN IN PROFILE,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND NOT BEGIN CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. 2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE.CONTRACTOR SHALL POTHOLE PRIOR TO ` City of Everett DIAL 811 m START OF WORK. PROTECT-IN-PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE,UNLESS NOTED OTHERWISE. EVERETT Reviewed for Permit 10/26/2021 om r� VERT DATUM: NAVD 88 3. THE WATER MAIN DESIGN ASSUMES THAT THE EXISTING WATERMAIN WAS CONSTRUCTED WITH 5-FEET OF COVER. THE CONTRACTOR SHALL POTHOLE TO CONFIRM THE EXISTING LOCATION 10' 0 10' 20' CONY TO MLLW = NAVD88+2.03 C) AND DEPTH AT BOTH ENDS PRIOR TO ORDER OF MATERIALS AND START OF WORK, HORZ DATUM: NAD 83/91 INCLUDING THE CITY WORK TO CONNECT TO THE EXISTING MAIN. IF CONDITIONS DIFFER ry'p1 FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND 5' 15' W I'll NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. SCALE: 1"=10' \\ C< N 0 LU N PROJECT ENGINEER: SCALE: PORT OF EVERETT °W NO, r A� A. p9 C5.30 ' Port Of _ ES WATSON 1" - 10' ��pt tAyg��T� DESIGNED BY: DATE: e 09/27/202, NW REVISED PER RFIDID & WHSE e��s` y� J. BECKER 06/21/2021 NORTON TERMINAL DEVELOPMENT GIP NO. EVERETT1cpff GVL YARD DRAINAGE DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION -8-goo-os V 10/15/2021 NW REVISED PER CITY �` K. EDWARDS, D. YU N. WATSON PROJECT N 1601 Sth Avenue,Suite 1300 PRE-CONSTRUCTION MEETING N P,0. BOX 538 Seattle,Washington 98101 Q�, � a WATER PROFILES NO. MT-NT-2021-02.2 ® 06/21/2021 NW ISSUED FOR BID �syYx�q�,G" APPROVED BY N Q : EVERETT, WA 98206 (206)382-0600 Fax b 0 (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (SHEET 1 OF 7) SHEET NO. 81 OF 150 LL