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0) <br />0 <br />0 <br />0 <br />N <br />U <br />U <br />w <br />w <br />0 <br />Q <br />U <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />N <br />.. N <br />c� <br />N N <br />00 <br />NN <br />co co <br />N N <br />MOD <br />CITY OF EVERETT WATER NOTES <br />1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED <br />EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION <br />DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, <br />DISINFECTION, AND RECEIPT OF SATISFACTORY <br />BACTERIOLOGICAL TEST RESULTS. <br />2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE <br />BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S <br />EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN <br />AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. <br />THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER <br />DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION <br />SHALL BE MADE. <br />3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF <br />EVERETT STANDARDS. <br />4. APRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY <br />PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT <br />PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT <br />LEAST 24 HOURS PRIOR TO COMMENCEMENT OF <br />CONSTRUCTION. <br />5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED <br />AGENTSHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A <br />PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS <br />DURING CONSTRUCTION ON A 24 HOUR BASIS. <br />6. MAINTAINING A MINIMUM OF 10 FEET HORIZONTAL AND 18 <br />INCHES VERTICAL SEPARATION BETWEEN POTABLE AND <br />NON -POTABLE CONVEYANCE SYSTEMS <br />7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC <br />WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND <br />EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. <br />KNOW WHAT'S BELOW <br />CALL BEFORE YOU DIG <br />811 <br />callbeforeyoudig.org <br />N:345740.8474 <br />E:1290138.3358 <br />NOTE: HORIZONTAL <br />CONTROL TO BE <br />CONFIRMED BY THE <br />CONTRACTOR <br />N:345711.2646 <br />E:1290107.9226 <br />A PORTION OF THE SW 1/4 OF SECTION 02, T 28 N, R 04 E, W.M. <br />CONSTRUCTION NOTES <br />1O INSTALL: <br />A. 1-16" 8" TAPPING TEE AND TAPPING GATE VALVE PER COE STD <br />514 <br />B. THRUST BLOCK <br />BY COE WATER CREW AT DEVELOPERS EXPENSE. COORDINATE WITH <br />THE CITY WATER DEPT. AT LEAST TWO WEEKS IN ADVANCE <br />(425-257-8827). EXISTING MAIN LOCATION SHALL BE FIELD VERIFIED. <br />2O INSTALL: <br />A. 1-8" 8" TEE, MJ MJ FL <br />B. 1-12" GATE VALVE, MJ <br />C. 1-12" 8" REDUCER, MJ FL <br />D. 2-8" GATE VALVES, FL MJ <br />E. THRUST BLOCK <br />O3 INSTALL: <br />A. 1-2" DOMESTIC WATER METER AND SERVICE PER COE STD 522. <br />B. 25 LF 4" DOMESTIC WATER SERVICE FROM METER TO BLDG <br />O <br />INSTALL: <br />A. 1-8" 6" TEE, MJXMJXFL <br />B. 1-8" ISOLATION GATE VALVE, FLXMJ <br />C. 1-22.50 BEND, MJXMJ <br />D. THRUST BLOCK <br />N:345652.8031 <br />E:1290107.2439 <br />0INSTALL: <br />A. 1-8" 6" TEE, MJ FL <br />B. 1-FIRE HYDRANT ASSEMBLY PER COE STDS 507 508. <br />C. THRUST BLOCK <br />OBACKFLOW PREVENTION AND DCDA TO BE PROVIDED WITHIN <br />BUILDING IN DESIGNATED RISER ROOM WITH DOOR TO EXTERIOR PER <br />COE STD 523. <br />INSTALL: <br />A. WALL MOUNTED PRESSURE INDICATOR VALVE (PIV). SEE <br />MECHANICAL PLANS FOR STD. DETAILS. <br />B. INSTALL REMOTE FIRE DEPT. CONNECTION (FDC) WITHIN 75' OF <br />HYDRANT. <br />C. 2- BOLLARDS <br />O7 INSTALL: <br />A. 1-8" 22.50 BEND, MJ MJ <br />B. THRUST BLOCK <br />O8 INSTALL: <br />A. 1-8" 450 BEND, MJ MJ <br />B. 1-8" GATE VALVE, MJ MJ <br />C. 1-THRUST BLOCK <br />OINSTALL: <br />A. 8" TEE, MJ FL <br />B. 2-8" GATE VALVES, MJ MJ <br />C. 1-8" GATE VALVE, FL MJ <br />D. THRUST BLOCK <br />N:345251.1399 <br />E:1290076.3856 <br />RECORD DR <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert <br />Permit Inspector <br />10/22/2024 <br />121 LF8"DIP CL52 <br />N:345158.3662 <br />E:1290036.2034 <br />SINSTALL: <br />A. 1-11.250 BEND, MJ MJ <br />B. THRUST BLOCK <br />11 INSTALL: <br />A. 2" IRRIGATION METER AND SERVICE PER COE STD 502. <br />B. DCVA PER COE DETAIL 520 <br />12 INSTALL: <br />A. 1-450 BEND, MJ MJ <br />B. THRUST BLOCK <br />GINSTALL:: <br />A. 1-16" 8" TAPPING TEE AND TAPPING GATE VALVE PER COE STD <br />514 <br />B. THRUST BLOCK <br />D14 INSTALL: <br />A. 2-8" 450 BEND, MJ MJ <br />B. 1-THRUST BLOCK <br />BY COE WATER CREW AT DEVELOPERS EXPENSE. COORDINATE WITH <br />THE CITY WATER DEPT. AT LEAST TWO WEEKS IN ADVANCE <br />(425-257-8827). EXISTING MAIN LOCATION SHALL BE FIELD VERIFIED. <br />N:345050.6651 <br />E:1289962.3329 <br />N:345036.1176_1� - <br />E:1289952.3180 <br />45 LF 8" DIP CL 52 <br />N:345011.4462 <br />E:1289914.2624 <br />55 LF 8" DIP CL 52 <br />%i <br />N :344967.0850 <br />E:1289881.3433 <br />SCALE <br />50 0 25 50 100 <br />(FEET) <br />1 INCH = 50 FT. <br />N:344843.4019 <br />E:1290452.6712 <br />43 LF 8" DIP CL 52 <br />N:344814.4666 <br />E:1290421.5412 <br />loe <br />359 LF 8" DIP CL 52' <br />DAVID EVANS <br />ANDASSOCIATES INC. <br />1620 W. Marine View Drive <br />Suite 200 <br />Everett, WA 98201 <br />425.259.4099 <br />W <br />H <br />Z <br />W Cj) <br />U(.9 <br />J Z <br />Q <br />UQ <br />W � <br />0 0 <br />U <br />U <br />a <br />W <br />H <br />H <br />W <br />DC <br />W <br />W <br />LL <br />0 <br />H <br />u <br />RECORD <br />DRAWINGS <br />CHECKED BY: JNS <br />DESIGNED BY: AC <br />DRAWN BY: VM <br />FIRST SUBMITTAL DATE: 09/26/20241 <br />PROJECT NO. <br />281200000004 <br />SHEET NO. <br />C 12.0 <br />i <br />