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REPLACE EX 12"X6" REDUCER. 12" 4 4' MIN COVER TO TOP OF <br />CONNECTION TO EX 12" MAIN BY C5.20 C5.10 PIPE, TYP FOR ALL PIPE <br />CITY WITH 12"X11.25' HORIZ BEND. BETWEEN 4+00 AND 10+00 <br />30 <br />6" W TO BE <br />13 <br />RECONNECTED <br />0 <br />IrEX <br />EX 24" SSFM, <br />w <br />IE=9.5t <br />20 <br />3MIN COVER <br />EX GRADE <br />EX 8" <br />D, IE=11.2f <br />w <br />N <br />z <br />PROTEC <br />-IN-PLACE <br />EX 8" SD, IE=10.7t <br />F <br />+2=L-WN GLEAR <br />PROTECT -IN -PLACE <br />I w <br />z <br />4 <br />J <br />ywl <br />10 <br />CJ <br />EX 8" SD, <br />= <br />Q ® <br />IE=14.5t <br />IE=9.4't <br />a <br />RECONN EX F <br />EX 24" SS, <br />EX (2) 4" HORIZOBEND <br />IE=7.7' <br />12" MIN CLEAR <br />12" MIN CLEAR <br />IE=7.7't <br />ASSEMBLY <br />IE=6.8f <br />CONDUITS STA 44 <br />64.01 <br />I <br />0 <br />W1 4+00 <br />W1 5+00 <br />W1 6+00 <br />W1 7+00 <br />1 AUGNMENT <br />W1 - WATER PROFILE <br />TRANSITION <br />C5.1 C5.30 <br />MIN WITHIN <br />I <br />20 C <br />C5.5.30 NORTON TERMINAL <br />I <br />I <br />EX 2" WS, RECONN <br />® <br />4 <br />w 1 <br />> <br />AT STA 9+57 <br />® <br />1"CU TAP AT HIGH <br />3/4" METERED WS <br />13: <br />FOR GUARD <br />SHACK <br />O <br />m <br />EX 1/2" WS TO <br />POINT, TO AIR-VAC7, <br />w <br />Q <br />BE RECONNECTED <br />STA 8+56f <br />� <br />12"X12"X6" <br />TEE FOR FH15 <br />FINISHED GRADE <br />m <br />w <br />3 4 WS TO <br />EX <br />GRADE <br />4 <br />EX 6" SSS, IE=6.64f <br />3' MIN COVER <br />® <br />4' MIN COVER <br />ASSEMBLY <br />PER COE STD 507 <br />RECONN EX 2" <br />EX GRADE <br />Ld <br />w <br />N <br />1 <br />BE RECONNECTED <br />BE <br />PROTECT -IN -PLACE <br />SEE NOTE 5 <br />STA 9+54, <br />RT=32' <br />WS AT STA 9+57 <br />V) <br />w1 <br />- <br />RECONN EX 1" WS <br />1w <br />z <br />12'GV <br />z <br />J <br />J <br />2 <br />U <br />UTILITY TRENCH <br />2 <br />® <br />RECONN EX 1/2" <br />IE=8.6'f <br />IE=9.5'f IE <br />9.9'f IE=9.5'f® <br />�� � � <br />CUT-OFF WALL. SEE <br />IE=9.6'f <br />Q <br />:1 <br />RECONN EX 3 4" WS, <br />/ <br />RECONN EX FH <br />4 WS AT STA 8+01 <br />EX 24" SSFM, <br />=7.5f EX CONCRETE <br />REe& <br />DETAIL 3, SHT C4.14 <br />3" SSFM IN CDF <br />STA 7+27.40 <br />EX SIDE SEWER <br />PROTECT-IN-P <br />E <br />ENCASEMENT, <br />I� <br />1 <br />18" MIN CLEAR <br />PROPERTY LINE <br />IE=9.Ot <br />I <br />6+00 <br />W1 9+00 <br />WI 10+00 <br />IWI <br />I <br />FEDERAL <br />NORTON <br />1 AUGNMENT <br />W1 - WATER PROFILE CONTME® <br />AVENUE <br />TERMINAL <br />C5.1 C5.30 <br />I <br />I^_ <br />M <br />U 1 <br />AIR -VAC 1 <br />1 U <br />PER COE STD PLAN 512 <br />Q <br />FINISHED <br />GRADE <br />COMM AND POWER <br />STA 12+17 <br />H <br />w <br />DUCTBANK, SEE ELEC <br />3' MIN COVER, TYP <br />Ld <br />_ <br />w <br />w <br />N <br />EX GRADE <br />15" SD PIPE, <br />v1 <br />12" GV <br />IE=11.8'f <br />IE=10.8f <br />Iw <br />Ld <br />— <br />- 1`� <br />z <br />z <br />�8" MTi�CEAR <br />J <br />w <br />Z <br />Vo0 <br />M, <br />000o <br />J <br />IE=11.8'f <br />42" CITY <br />EX <br />36" WOOD STAVE PIPE FROM FORMER <br />Q <br />�1 <br />IE=11.4'f IE=11 <br />4'f <br />EX SD, TO BE <br />DEMOLISHED <br />BY CITY, <br />IC <br />12"X12"X6" TEE FOR FH <br />K <br />0 <br />C OPERATIONS, IE=6.4'+/—. C <br />PIPE AND BACKFILL WITH QUAFRY <br />USH TOP <br />SPACES. <br />U <br />1­_12" <br />IE=8.3'f1Q <br />STUB <br />12" MIN CLEAR <br />ASSEMBLY PER COE STD <br />507 <br />1 <br />12" SD PIPE, <br />STA 12+26, LT=24' <br />PROVIDE <br />6" MIN THICK PIPE BEDD <br />NG TO <br />I� <br />IE=7.7f <br />SUPPORT <br />WATER MAIN CROSSING. <br />W1 11+00 <br />12+00 <br />W1 13+001 <br />AUGNMENT <br />W1 e WATER PROFILE ONTONUE® <br />j <br />GENERAL NOTES <br />C5.105.30 <br />Eh <br />1. <br />EXISTING FOUNDATION STRUCTURES SHOWN IN PROFILE ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. NOT 5. CONTRACTOR TO EXCAVATE AND VERIFY EXTENTS OF EX CONCRETE <br />FOUND AT CROSSING AND PERFORM THE <br />ALL FOUNDATION STRUCTURES/DEBRIS ARE SHOWN. CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS PRIOR TO FOLLOWING: <br />START OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN IN PROFILE, THE CONTRACTOR SHALL NOTIFY THE <br />CALL 48 HOURS <br />ENGINEER AND NOT BEGIN CONSTRUCTION UNTIL CHANGED CONDITIONS HAVE BEEN EVALUATED. IF EX CONCRETE <br />IS FOUND TO BE EX CDF TRENCH CUTOFF <br />WALL PER CITY AS -BUILT DRAWINGS "LIFT STATION 2 <br />BEFORE YOU DIG <br />FORCE MAIN <br />EXTENSION WO#3409", CONTRACTOR TO CHIP <br />AWAY CDF AND ROUTE WATER LINE DIRECTLY THROUGH <br />2. <br />EXISTING UTILITY LOCATIONS AND DEPTHS ARE SHOWN APPROXIMATE. CONTRACTOR SHALL POTHOLE PRIOR TO START CUTOFF WALL WHILE MAINTAINING MINIMUM OF 3' COVER OVER PIPE AT THIS LOCATION. <br />DIAL 811 <br />OF WORK. PROTECT -IN -PLACE ALL EXISTING UTILITIES SHOWN IN PROFILE, UNLESS NOTED OTHERWISE. <br />ALTERNATIVELY, CONTRACTOR WILL ROUTE WATER ALIGNMENT AROUND OBSTRUCTION AND MAINTAIN A MINIMUM OF 3' <br />10' 0 10' 20' <br />VERT <br />DATUM: NAVD 88 <br />3. <br />THE WATER MAIN DESIGN ASSUMES THAT THE EXISTING WATERMAIN WAS CONSTRUCTED WITH 5-FEET OF COVER. COVER OVER PIPE AT THIS LOCATION. <br />THE CONTRACTOR SHALL POTHOLE TO CONFIRM THE EXISTING LOCATION AND DEPTH AT BOTH ENDS PRIOR TO <br />CONV TO MLLW = NAVD88+2.03 <br />5$ 15' <br />ORDER OF MATERIALS AND START OF WORK, INCLUDING THE CITY WORK TO CONNECT TO THE EXISTING MAIN. IF <br />HORZ <br />DATUM: NAD 83/91 <br />CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND <br />SCALE: 1 =1 O <br />SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. <br />° <br />RECORD DRAWING <br />SHEET LESS THAN 2204 <br />4. <br />POTHOLE INFORMATION PROVIDED VIA POINT FILE AND HANDWRITTEN NOTES BY STRIDER ON 02/22/22. <br />REDUCE <br />SCALE ACCORDINGLY <br />4 <br />02,25,2022 <br />NW <br />REVISED PER CONTRACTOR <br />POTHOLE FINDINGS <br />RECORD CONDITIONS <br />PROJECT ENGINEER: <br />N. WATSON <br />SCALE: <br />1 = 10' <br />PORT OF EVERETT <br />DWG. N° <br />0 <br />02/09/2022 <br />NW <br />MOVE SDMH6 & SDMH23 TO <br />Port o, f <br />lq3ff <br />AVOID WOOD STAVE PIPE <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY <br />DATE,NORTON <br />TERMINAL DEVELOPMENT <br />CIP No. <br />& <br />12/08/2021 <br />NW <br />F0002 WATERMAIN AND GO UPDATES <br />J. BECKER <br />06/21 /2021 <br />EVERETT <br />10 15 2021 <br />NW <br />REVISED PER CITY <br />WATER PRE-CONSTRUNSTRU CTIOTIO N MEETING <br />INFORMATION <br />& MTCA 3RD INTERIM ACTION <br />1-8-900-05 <br />DRAWN BY: <br />CHECKED BY: <br />PROVIDED BY THE <br />1601 5th Avenue, Suite 1300 <br />AND WATER UPGRADES TO SUPPORT <br />WAREHOUSE <br />CONTRACTOR. RECORD <br />K. EDWARDSD. YU <br />, <br />N. WATSON <br />WATER PROFILES <br />PROJECT <br />N0 MT-NT-2021 —02.2 <br />APPROVED BY : <br />E o BOX 538 <br />Seattle, Washington 98101 <br />Do <br />os/�1/�0�1 <br />NW <br />ISSUED FOR BID <br />0 <br />oT/o5/�o�A <br />NW <br />RECORD DRAWING <br />CONDITIONS WERE NOT <br />EVERETT, WA 9s2o° <br />(425) 259-3I 64 <br />(206) 382-0600 Fax (206) 382-0500 <br />VERIFIED BY ENGINEER. <br />(SHEET 1 0 F 9 <br />PROJECT NO. 1600120 <br />No. <br />DATE <br />BY <br />REVISION <br />No. <br />DATE <br />BY <br />REVISION <br />SHEET NO. 81 OF 150 <br />V <br />Z <br />U <br />LU <br />