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NW1 /4, NW1 /4, SEC 24, TWN 28 N, RNG 4 E, EVERETT WA, WM
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<br /> A 'VALVE REVISIONS
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<br /> sr D L • l �r_6 , 1 (-2s5) swf?ADs- 560.70 - N.
<br /> DWG 605A (-156 2p �1. 2 r 1... lz STANDARD DRAWING REFERENCES
<br /> RE=561.6= (-260)NE12'AOS- Sso. `� - m N
<br /> IE= 5381> (-265)512'"ADS- 560. r � g la PROPOSED WATER METER PER CITY OF EVERETT STANDARD DWG 502C to co
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<br /> �� � 20H318,16.00 L7 I . - Io EXISTING EDGE cc PAVEMENT �° 2
<br /> LI IS 11/a t... ;..; L0. 140
<br /> 1'IRRIGATION WATER LINE WITH 1'METER 12 6•DIP W FIRE UN'E ICC%!!/!!L// H W
<br /> 4'WATER SERVICE LINE WITH 41 METER((22 FIRE DEPT •r AM7tA��8 W.3g5 • (-294)SWI?DOS- 5►0.46 SIGNACTE 4f) > 0
<br /> METERS)PER C.O.E STD DWG 502C&5036 PUMPER PORT 3 Wilt' •a3, 6 0 LI (-3.10)N12 ADS- 56L, 0 ;TYP) BEND WITH THRUST BLOCK •C 0
<br /> - CONNECTION 4 45 6 sI • ZIE - D]
<br /> `/��,+,,��� � 56288 Cg7- 5i81b8 . AB-SOMH- 564.02 AB-SOMH- 565.69 Wir
<br /> ( 560.75 (-31:' ADS- 560.50 AB-SDMH- 56351 (-1a90)TM SOW= 55112 �(-1278�TM S1RGa GATE VALVE PERCRYOFEVERETTSTANDARDDWG504 �j W Q
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<br /> j •. Q - 3 ' 2 - , - i AB-MH- 56159 AB-SOMH- 564.15 AB-&)WI- 565.79 DOUBLE PECK VALVE ASSEMBLY(DCVA)FOR 2-117AHD SWI:LER IllirikO Q
<br /> 1 _-- - ,�t / (-9.68)8711 STRC- 553.91 f(-10.9B�7M STRL- 553.17 1H289)BTM STK. 5531 SERVICE PER C W OF EVERETT STANDARD 0WG 520 ,a 0
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<br /> WATER DISTRIBUTION NOTES SANITARY SEWER NOTES C.O.E. STANDARD DRAWING REFERENCES: U W D oa
<br /> T A NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWEC EXCEPT MEAN EAN OF AN APPROVED I IACIGL.OW 1. ALL WORK AND MAT ERIALS SHALL CONFORM TO THE CITY OF EVERETT STANIIAROS AND 1 FOR 1'WATER SERVICE SPECIFICATIONS,SEE STD DIRK 502C 'r RECORD D RAW I N G a I
<br /> PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING.TE Sll!XG DISINFECT ,AND RECEPT OF WSX)T'APWA STANDARD SPEGFlCA ION. This Record Drawing has been prepared, in part, based
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<br /> E SATISFACTORY BACTERICI.OGICJIL TEST RESULTS. 2 FOR 3 WATER SERVICE SPECIFICATIONS,SEE STD DWG 5038
<br /> (di on 'As-Built' information provided by others. Though .J W N W
<br /> a 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT 3 FOR WATER VALVE SPECIFICATIONS,SEE STD DWG six 3� z �I UL LISTED P- PUMPER the information and drawing are based on Q Z W
<br /> 8. CONNECTIONS 10 AND TAPS ON EXISTING MANS WILL BE WIDE BY THE PUBLIC DEPARTMEPIT AT THE INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED,AND APPROVED EN THE CITY 4. FOR FIRE HYDRANT ASSEMBLY DETAILS,SEE SW DWG 507,509 8 510. i CC NNECPO D it FIT . , S'FC the best as-built information
<br /> information,and thisno drawing
<br /> are n sed on
<br /> DEVELOPERS EXPENSE THE PUBLIC WORKS DEPARTMENT SHALL BE GWENAT 5 BUSINESS 0WS NOTICE INSPECTOR. m rrQ U Cl)
<br /> FOR EACH CONNECTION.THE PUBLIC WORKS DEPARTMENT ;HALL THEREAFTER DETERMINE THE DATE AND TIME 5. FOR TAPPING TEE DETAIS.SEE STD DWG 514. a A BREAX AWAY CAPS O • pe made re riling the drawings accuracy.
<br /> AT'&CH 7N E CONNECTION SHALL BE MADE. I 3. APPROXIMATE LOCATIONS OF EXISTING UT ILTTIES WIVE BEEN OBTAINE3 FROM AVAILABLE 6 FOR DCV ASSSIBLY DETAILS,SEE STO DMIG 515,St 6 8 520. u ' j �)• �) w
<br /> RECORDS AND ARE StiDAYN FOR CONVENIENCE THE CONTRACTOR SHALL BE FLOOR PER FLANGE CCNN 3 ned B ` Date Q)
<br /> ALL WORK AND MATERIALS M UST CONFORM TO CITY OF EVE IETT STANDARDS RESPONSIBLE FOR WWRIFCAT10N OF LOCATIONS AND TO AVOID DAMAGE TO ANY FOR TYPICAL SIDE SEWER CONNECTION DETAILS.SEE STD CMG B02 gUIDWG PERMIT 7 Y
<br /> ADDLTIONALUTIUTES NOT SHOWN.:FCONFUCTSWITNEXISTING UTILITIES ARISE DURING B FOR TYPICAL SIDE SEWER CLEAWOUT DETAILS,SEE STD DWG604, r /{ I \.'\11� �`n�'1�('A \ Permit Inspector W
<br /> C A PRE-CONSTRUCTION MEETNG SHALL BE HELD WITH THE CITY PRIOR TO THE S`ART OF CONSTRUC 110N THE CONSTRUCTION,THE CONTRACTOR SWILL NOTIFY THE PUBLIC WORKS INSPECTOR AND 9 FOR TYPICAL TRENCH SECTION DETAILS,SEE STD DWG 610,6116 615, `' I Print Name&Title`
<br /> CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DMSION MUST BE NOTIFI IJED AST 24 HOURS!ma TO ANY CHANGES REOUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO T L A
<br /> COMMENCEMENT OF CONSTRUCTION. COVAt£NCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br /> DRAWN BY: GTR
<br /> E. THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT-SHALL NOTIFY THE PUBLIC WORKS DEP/ATIENT OF 4. All SEWER NAUN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR N FASFMENTS MUST I.'M'..t-Y C H KD BY: MER
<br /> A PERSON MC CNA BE CONTACTED REGARDING PRCSLEMS',DUPING CONSTRUJ 1IDN ON A 24 HOOT t BASIS BE STAKED BY SURVEY FOR UNE AND GRADE PRIOR TO STARTING CONSTRUCTION I lw urnt,I Ibrwt I nlr•mI 1.axsu1 aerSIDIP DATE: OB;29+2016
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<br /> F WANTAIN A MINIMUM OF 10 FEET HORIZONTAL AND,B INCHES VERTICAL SEPARATION BETWEEN POTABLE AND tom T1pe Punier'.
<br /> NON-POTABLE CONVEYANCE SYSTEMS. e• I A. N I R x IPADAPTOR VERTICAL DATUM: N AVD88
<br /> G ALL CTTY OF EVERETT VALVES SHALL BE OPERATED BY PUSU 3 WORKS DEPARTM R PERSONNEL tN LY.ALL I r-iip m txe kr•,r, - . ,- I 1 , I a NAVD88 - 3.586' NGVD29
<br /> ilkVALVES,NEW AFC EXISTING. SHALL BE ACCESSIBLE AT ALL TIMES. D"`"l". _- -- iimilm
<br /> +� HGV01929 MONUMENT U 406. BRASS
<br /> s' 5 0CAP IN FOUNDATION CF THE TRAFFIC
<br /> H ARE ROWFOR THIS PRWECTtS,500GPM. Io R.
<br /> 6-90°kJ x FLG BEND SIGNAL POLE NW CORNER OF THE
<br /> fy MJCL52D1P wfAEGALLGS INTERSECTION OF 100TH & EVERGREEN13
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<br /> 1 THIS SITE CONTAINS APRNATE FIRE S UPPRFSSILI, SPRINKLR)SYSTEM. -_ . _._.----
<br /> 15- LUGS WAY ElEVATIOH 569.49.
<br /> %:um what`s below.
<br /> I .:: 1c4+ can be 2U' 1:. Call before you dig
<br /> J All BENDS.TEES AHO FITTINGS SHALL BE RESTRAINED PER 20'2 CITY Of DESIGN AND CONSTRUCTION LINE MEASURES 1' AT I •
<br /> STANDARDS 5-13. MEGA-LUG OR COE APPROVED EQUAL FIEL D LOCK'RESTRAINT ARE REQUIRED Rt•-SIRAIWNG 1<. (.&b e ur t4 FULL SIZE PLOT
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<br /> LENGTH SHALL BE DETERMINED PER TABLE 5AtIORIZONTAL THRUST RESTRAI WIN' ,, Q FIRE I)EPT PUMPER CONNECTION I I
<br /> y T c IF 91EET SIZE IS OTHER C3 . 0
<br /> THAN 225R4' ADJUST
<br /> SCALE ACCORDINGLY
<br /> UTILITY DRAWIING 1011 9th Ave W
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