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<br />1 +26.7, 79.4' LT
<br />6" SIDE SEWER CO
<br />48" SADDLE MH
<br />PER C.O.E. STD
<br />DWG 605A
<br />ED
<br />RE=561,6+
<br />IE=553.61 +
<br />(CALGD IE)
<br />1" IRRIGATION WATER LINE WITH 1" METER
<br />4" WATER SERVICE LINE WITH 4" METER (2
<br />METERS) PER C.O.E. STD DWG 502C & 5036
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<br />WATER DISTRIBUTION NOTES
<br />A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW
<br />PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF
<br />SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE
<br />DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE
<br />FOR EACH CONNECTION, THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME
<br />AT WHICH THE CONNECTION SHALL BE MADE,
<br />C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br />D. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE
<br />CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
<br />COMMENCEMENT OF CONSTRUCTION.
<br />E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF
<br />A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br />F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND
<br />NON -POTABLE CONVEYANCE SYSTEMS,
<br />G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY, ALL
<br />VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br />H. FIRE FLOW FOR THIS PROJECT IS 1,500 GPM,
<br />1. THIS SITE CONTAINS A PRIVATE FIRE SUPPRESSION (SPRINKLER) SYSTEM.
<br />J. ALL BENDS, TEES AND FITTINGS SHALL BE RESTRAINED PER 2012 CITY OF EVERETT DESIGN AND CONSTRUCTION
<br />STANDARDS 5-13. MEGA -LUG OR COE APPROVED EQUAL FIELD LOCK/RESTRAINTS ARE REQUIRED, RESTRAINING
<br />LENGTH SHALL BE DETERMINED PER TABLE 5A "HORIZONTAL THRUST RESTRAINT LENGTH".
<br />NW1 /4, NW1 /4, SEC 24, TWN 28 N, RNG 4 E, EVERETT WA, WM
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<br />(96 TO FDC)
<br />SANITARY SEWER NOTES
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND
<br />WSDOT/APWA STANDARD SPECIFICATION.
<br />2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT
<br />INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY
<br />INSPECTOR.
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br />RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING
<br />CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND
<br />ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
<br />COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT,
<br />4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST
<br />BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />C.O.E. STANDARD DRAWING REFERENCES:
<br />1. FOR 1" WATER SERVICE SPECIFICATIONS, SEE STD DWG 502C.
<br />2. FOR 3" WATER SERVICE SPECIFICATIONS, SEE STD DWG 503B.
<br />3. FOR WATER VALVE SPECIFICATIONS, SEE STD DWG 504. ,.
<br />4. FOR FIRE HYDRANT ASSEMBLY DETAILS, SEE STD DWG 507, 509 & 510,
<br />5. FOR TAPPING TEE DETAILS, SEE STD DWG 514,
<br />6. FOR DCV ASSEMBLY DETAILS, SEE STD DWG 515, 516 & 520.
<br />7. FOR TYPICAL SIDE SEWER CONNECTION DETAILS, SEE STD DWG 602.
<br />8. FOR TYPICAL SIDE SEWER CLEANOUT DETAILS, SEE STD DWG 604.
<br />9. FOR TYPICAL TRENCH SECTION DETAILS, SEE STD DWG 610,611 & 615.
<br />Tabie:5A
<br />Horizontal' Thrust' Restraint Lenefh
<br />Fitting
<br />Pi Diameter
<br />Length to be Restrained in Each
<br />Direction
<br />11-114°bend
<br />5'
<br />5'
<br />10'
<br />22-1/20 bend
<br />10,
<br />10,
<br />15'
<br />450 bend
<br />15'
<br />20'
<br />25'
<br />901 bend
<br />35'
<br />45'
<br />60'
<br />Tees (where all legs can be
<br />restrained
<br />20'
<br />25'
<br />55'
<br />Dead Ends and Tees (where
<br />only one ne branch is installed)
<br />60'
<br />80`
<br />115,
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<br />FLOOR PER
<br />FLANGE CONN. x
<br />BUILDING PERMIT77
<br />6" D.I.P.
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<br />1"=20'
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<br />LEGEND
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<br />WATER METER
<br />EX. FIRE HYDRANT
<br />pd
<br />WATER VALVE
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<br />UTILITY POLE
<br />UTILITY ANCHOR
<br />GV
<br />GAS VALVE
<br />STREET SIGN
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<br />EX. CB, TYPE 1
<br />CATCH BASIN TYPE 2
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<br />SAN SWR. MANHOLE
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<br />SAN. SWR. PIPELINE
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<br />STORM DRAIN
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<br />WATER PIPELINE
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<br />OVERHEAD POWER
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<br />EXISTING FENCE
<br />LEGEND & CITY OF EVERETT
<br />STANDARD DRAWING REFERENCES
<br />® PROPOSED WATER METER PER CITY OF EVERETT STANDARD DWG 502C
<br />EXISTING EDGE OF PAVEMENT.
<br />BEND WITH THRUST BLOCK
<br />,Nr GATE VALVE PER CITY OF EVERETT STANDARD DWG 504
<br />DOUBLE CHECK VALVE ASSEMBLY (DCVA) FOR 2-1/2" AND SMALLER
<br />N SERVICE PER CITY OF EVERETT STANDARD DWG 520
<br />TAPPING TEE
<br />SANITARY SEWER CLEANOUT (SSCO)
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<br />V PROP. F.H.
<br />PLAN APPROVED
<br />Pumc 1o111Lw MTE OL
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<br />OROSION PUBLK !VORKS
<br />A PUBLir 'LS N'+-tiLi IS
<br />REQUIRED tie t Tr ARTING
<br />ANY CON 51ON g I -HIS
<br />J PROIEC re; NUUyAL to>= THIS
<br />UL LISTED FIRE PUMPER PROJF1- ,s CIIN >rT1U,,;AL PER
<br />T CURRENT CITY STANDARDS AND
<br />CONNECTION AND UL LISTED PIkES a., _9_=4d
<br />uWi BREAK AWAY CAPS --,-- PERMIT FOR consrrttlCfsoN MI
<br />JO CiiY Fail set" ISSUED.
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<br />6" D.I.P.
<br />FL x IP ADAPTOR
<br />\-- 6"~90' MJ x FLG BEND
<br />6" MJ CL 52 D.I.P. w/MEGA LUGS
<br />w/MEGA LUGS
<br />FIRE DEPT PUMPER CONNECTION
<br />N.T.S.
<br />VERTICAL DATUM: NAVD88
<br />NAVD88 - 3.586' = NGVD29
<br />NGVD1929 MONUMENT U 406, BRASS
<br />CAP IN FOUNDATION OF THE TRAFFIC
<br />SIGNAL POLE NW CORNER OF THE
<br />INTERSECTION OF 100TH & EVERGREEN
<br />WAY ELEVATION 569.49'
<br />LINE MEASURES 1" AT
<br />FULL SIZE PLOT
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<br />IF SHEET SIZE IS OTHER
<br />THAN 22"X34° ADJUST
<br />SCALE ACCORDINGLY MiL I
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<br />DRAWN BY:
<br />GTR
<br />CHKD BY:
<br />MER
<br />DATE: 06/29/2016
<br />14-063
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<br />Know what's below.
<br />Call before you dig,
<br />C3uO
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