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SEE SHEET 604
<br />PROPERTY LINE
<br />OR RIGHT-OF-WAY
<br />GRADE ELEVATION I TYP
<br />6" PVC ASTM
<br />APPROVED D3034,
<br />INSTALL COUPLING R
<br />AWWA
<br />CAP NOT AWWA C900
<br />SEE SHEET 604
<br />GRADE ELEVATION
<br />Z
<br />2% MIN. SLOPE
<br />"DEEP SOCKET" FITTINGS
<br />EXISTING
<br />AT EACH END OF
<br />SIDE SEWER
<br />VERTICAL PIPE SECTION
<br />6" PVC ASTM D3034.
<br />"GPK PRODUCTS" OR EQUAL
<br />SDR35 OR AWWA C900 PVC SEWER MAIN
<br />(SEE CONNECTION
<br />NOTES 33)
<br />35°MIN
<br />45"MAX
<br />PVC SEW ER MAIN
<br />O
<br />�
<br />(SEE CONNECTION
<br />12" X 12" CIP CONCRETE BLOCK. CONCRETE SHALL BE
<br />NOTES 2 & 3)
<br />COMMERCIAL CONCRETE MIX AS CALLED OUT IN
<br />WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS
<br />MIN OF DRYMIX CONCRETE.
<br />TYPE "A"
<br />SEE SHEET 604 R SEE SHEET 604
<br />conno CI CVATIMI GRADE ELEVATION
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<br />INSTALL CAP
<br />NOT PLUG
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<br />6" PVC ASTM D3034,
<br />SDR35 OR AWWA
<br />APPROVED
<br />C900
<br />COUPLING
<br />EXISTING
<br />9
<br />PVC SEWER MAIN
<br />SIDE SEWER
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<br />(SEE CONNECTION
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<br />NOTES 2 & 3)
<br />2%MIN. SLOPE
<br />a
<br />6" PVC ASTM D3034, SDR35
<br />p
<br />35"MIN
<br />OR AWWA C900
<br />0
<br />u
<br />45°MAX
<br />O
<br />SANDBAG FILLED WITH 60LBS MINIMUM
<br />TYPE "B" DRY MIX CONCRETE
<br />(OR CONCRETE BLOCK, SAME AS TYPE "A")
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<br />4" OR 1" METERED WATER SERVICE
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<br />NOTES
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<br />1.
<br />PVC SIDE SEWER CONNECTIONS TO PVC NEW
<br />MAINS SHALL BE FACTORY TEES.
<br />2.
<br />TYPE A& B SHALL BE USED ONLY WHEN
<br />SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS
<br />APPROVED BY THE ENGINEER. TYPE D SHALL
<br />APPROVED COUPLING
<br />BE USED WHEN EXISTING SIDE SEWER IS
<br />SHALLOW (LESS THAN 6' DEPTH AT PROPERTY
<br />LINE)
<br />3
<br />EXISTING CONCRETE
<br />EXISTING SIDE SEWER
<br />SEWER MAINSS ALLBEMADE PER
<br />STANDARD DRAWINGS 612 & 613 OR BY
<br />APPROVED MANUFACTURED CONCRETE TEE.
<br />4.
<br />SEE STANDARD DRAWING 604. WHERE RING
<br />AND COVER INSTALLATIONS ARE SHOWN FOR
<br />PAVED AND UNPAVED AREAS, FIELD
<br />CONDITIONS WILL DICTATE WHICH
<br />SANDBAG FILLED WITH 60LBS
<br />INSTALLATION IS APPROPRIATE.
<br />MINIMUM DRY MIX CONCRETE
<br />(OR CONCRETE BLOCK, SAME AS
<br />5.
<br />CONNECTIONS TO EXISTING HDPE SEWER
<br />TYPE "A")
<br />MAINS SHALL BE MADE PER STANDARD
<br />DRAWING 612 OR SIDE -WALL FUSION.
<br />TYPE "C"
<br />R
<br />SECTION 34, TOWNSHIP 29 NORTH RANGE 04 EAST, W.M. Connection per COE STD#602
<br />Trench Restoration per COE STD#614 and
<br />Construction shall be conducted so as to Pavement Patching per COE STD#326
<br />G o , ' —'
<br />cause as little inconvenience as possible to 17 --- -' m
<br />PP abutting property owners. Convenient m
<br />04/12/2024 9:34:14 AM access to driveways and houses along the ; s
<br />L City of Everett Permit Review
<br />EVERETT Status A roved as Noted
<br />HYDRANT NOTE(S)
<br />line of work shall be maintained. `r / �'' ,''� i 77-47,30"E 23 08
<br />SEWER AS-B C,b D A9 PONNED
<br />I
<br />0 20
<br />40
<br />Feet
<br />RELOCATE
<br />HYDRANT
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<br />APPROVED COUPLING q — i LI " - — — —�/_ i i \
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<br />— -I 6"x6" OR VX4" SAN i '
<br />j TEE/WYE ",\ ®®®Cr
<br />35°MIN FUTURE DEEPER ,.I
<br />45"MAX SIDE SEWER REMOVE EX -� W� -i fir` 0581 57747 0���'�� 93' 1)
<br />SHALLOW SIDE SEWER
<br />EXISTING SIDE SEWER
<br />f 4" OR 6"
<br />FIRE HYDRANT TO BE RELOCATED
<br />BY CITY OF EVERETT WATER
<br />DEPARTMENT UNDER A SEPARATE
<br />UTILITY PERMIT. COST BASED ON
<br />ESTIMATE PREPARED BY WATER
<br />DEPARTMENT AND PAID FOR BY
<br />OWNER/CONTRACTOR.
<br />TAPPING TEE
<br />STA 10+27.58 27.2 LT
<br />1-8"1 DI
<br />11 6" DI
<br />RELOCATED
<br />CATETE
<br />D HYDRANT
<br />S 1-6" TAPPING GV
<br />S THRUST BLOCK
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<br />24" LANDSCAPE
<br />WALL BY
<br />\\'\- OTHERS'';% '
<br />CITY OF EVERETT
<br />HYDRANT
<br />�°j�'
<br />SANDBAG FILLED WITH 60LBS MINIMUM
<br />DRY MIX CONCRETE
<br />PUBLIC WORKS DEPARTMENT
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<br />GV
<br />(OR CONCRETE BLOCK, SAME AS TYPE "A")
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<br />°ry ERYANSA55 DAVIDMIST PAUM'.H. WRB
<br />12/30/2016
<br />STA AT PR�PERTY CORNER'--�__
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<br />TYPICAL SIDE SEWER
<br />°° "°"°
<br />TYPE I'D"
<br />STA 10+23.29, 0.0
<br />-
<br />CONNECTIONS
<br />602
<br />TYPE A, B, C, & D
<br />P. WATER TAP
<br />SAWCUT & TRENCH
<br />PER COE DTL 614
<br />WATER NOTES
<br />P. SIDE SEWER
<br />A.
<br />NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY
<br />SAWCUT & TRENCH
<br />PER COE DTL 614
<br />NOTES
<br />MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO
<br />A. ROMAC,FORD, ORMUELLER SERVICE SADDLE WITH C.C. THREAD TOBEUSED ONALL MAINS 4"DIA.AND
<br />SATISFACTORY FLUSHING,TESTING, DISINFECTION, AND RECEIPT OF
<br />LARGER. ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES
<br />SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />DEPARTMENTATTHE DEVELOPERS OR CONTRACTORS EXPENSE
<br />B.
<br />CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE
<br />PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE
<br />B. CORPORATION STOP:
<br />3/4" OR 1" - FORD FB600, OR CITY APPROVED EQUAL
<br />PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS
<br />DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC WORKS
<br />C. FORD SERIES LAO-2-33S NL FOR 3/4" OR LA02-44S-NL FOR 1" BEND FITTING (1/8 OR 1/4) FOR FLARE x FLARE
<br />DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT
<br />COPPER. PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED. USE APPROPRIATE 1/4 OR 1/8 BENDS PER
<br />WHICH THE CONNECTION SHALL BE MADE.
<br />NOTE B ABOVE.
<br />C.
<br />ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT
<br />D. USE MUELLER H-15073 N INSTA-TITE FITTING OR CITY APPROVED EQUAL FOR IPS-PE PLASTIC PIPE X FEMALE
<br />STANDARDS.
<br />COPPER FLARE THREAD.
<br />D.
<br />A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR
<br />TO THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC
<br />E. RESIDENTIAL SERVICE:
<br />WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24
<br />1. PROVIDE 3/4" OR 1" POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS:
<br />HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />a. AWWAC901.
<br />E.
<br />THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL
<br />b. ASTM D2239, SIDR 7, FOR ID IRON PIPE SIZE (IPS).
<br />NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE
<br />c. ASTM 3350 - PE3608 OR PE4710.
<br />CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24
<br />2. PROVIDE A #10 AWG, SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR
<br />HOUR BASIS.
<br />DIRECT BURY.
<br />F.
<br />MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL
<br />a. WRAP WIRE AROUND TUBING, ONE WRAP PER FT, ITS ENTIRE LENGTH.
<br />SEPARATION BETWEEN POTABLE AND NON -POTABLE CONVEYANCE
<br />b. SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" OF THE
<br />SYSTEMS.
<br />OTHER END IN THE METER BOX.
<br />G.
<br />ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS
<br />F. NON-RESIDENTIAL SERVICE:
<br />DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING,
<br />SHALL BE ACCESSIBLE AT ALL TIMES.
<br />1. PROVIDE 3/4" OR 1" TYPE K COPPER TUBING MEETING ASTM B88, ANSI/NSF 61 & APPLICABLE IAPMO
<br />STANDARDS.
<br />G. USE 1/4 OR 1/8 BEND BRASS ST BEND WITH MUELLER H-15426 N INSTA-TITE FITTING OR CITY APPROVED EQUAL
<br />a FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD.
<br />a H. 3/4" METER SETTER SHALL BE "A.Y. MCDONALD" 62-212WWDD33-15 OR APPROVED EQUAL.
<br />1" METER SETTER SHALL BE "A.Y. MCDONALD" 62-415W WDD44-15 OR CITY APPROVED EQUAL.
<br />I. METERS SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT ATTHE DEVELOPERS OR
<br />CONTRACTOR EXPENSE.
<br />J. PROVIDE METER BOX BODY MANUFACTURED BY "RAVEN PRODUCTS, FOR A 3/4" USE MODEL RMB-11-18-12,
<br />FOR A 1" USE MODEL RMB-15-27-12", MOUSEHOLES CUT, WITH AASTHO H-20 RATED DI FLUSH SOLID COVER
<br />LID OR EQUAL.
<br />K. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING.
<br />s
<br />SEWER NOTES
<br />A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS
<br />AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br />B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR
<br />PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE
<br />CITY INSPECTOR.
<br />C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM
<br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE
<br />TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES
<br />ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC
<br />WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE
<br />CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br />PROJECT.
<br />D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO
<br />STARTING CONSTRUCTION.
<br />P:\WORK\PROJECTS\2020\20-356 TUCKER\CE\SHEETS\C3.0 SEWER & WATER.DWG 4/5/2024
<br />CITY OF EVERETT
<br />PUBLIC WORKS DEPARTyME�yNT
<br />RYAN sass "R"°lAEin anu"i"wlweim °""°wae 09/18/2017
<br />METERED WATER SERVICES
<br />3/4" & 1° 501
<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 11/06/2024
<br />Permit Inspector
<br />APPROXIMATE
<br />EXISTING GROUND
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<br />180
<br />CROP
<br />180
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<br />175
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<br />RIM 176.10
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<br />171.20
<br />165
<br />165
<br />160
<br />1
<br />1
<br />1 160
<br />20NEWSIDE SEWER
<br />SCALE: H: 1" = 20' V: 1" = 5'
<br />POP I
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<br />1 ' -
<br />I W- UPI A�' C _
<br />AVE12+
<br />PRESERVE IN PLACE EXISTING -- W_ 00 _
<br />WATER METER. REPLACE
<br />WITH TRAFFIC RATED BOX P_
<br />190
<br />180
<br />170
<br />165 L-
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<br />FIN
<br />APPROXIMATE GR/
<br />EXISTING GROUND
<br />X"x6" TAP ING TEE
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<br />1-6"45° BEND
<br />BEND
<br />0+00 0+10
<br />&tN!EW` HYDRANT PROFILE
<br />SCALE:1" = 10' 1" = 10'
<br />0+20
<br />190
<br />180
<br />170
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<br />0+25
<br />UNPUBLISHED WORK COPYRIGHT© 2024 BY HARMSEN &
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<br />DATE:
<br />10-12-2023
<br />JOB #:
<br />20-356
<br />15
<br />Know what's below.
<br />Call before you dig.
<br />C3m0
<br />
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