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Conformed Set - 12/1/2022
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<br />568
<br />--10' TYPE II
<br />LANDSCAPE
<br />BUFFER
<br />STA 16+57.99, 57.91' RT
<br />1-5 1/4" FIRE HYDRANT ASSEMBLY
<br />PER COE STD DWG 507
<br />73 LF 6" DI WM
<br />TA 16+06.07, 6.00' RT
<br />-6" 45' DI BEND (MJ)
<br />I/ THRUST BLOCK
<br />572
<br />574
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<br />A PORT/ON OF THE NW 114 OF THE NE 114 OF SEC. 14, TWP. 28 N, R. 4 E, W.M. C/TY OF EVERETT, SNOHOMISH COUNTY, WASH/NGTON
<br />10' TYPE II
<br />LANDSCAPE BUFFER
<br />TPU
<br />C) 9-0 �r3cJcJ
<br />SSCO-8
<br />N=339153.89, E=1289006.89
<br />10 LF 6" PVC S=0.0200 MII
<br />SSCO-7
<br />N=339163.89, E=1289007.08
<br />N=339219.33, E=1289075.07
<br />1-5 114" FIRE HYDRANT
<br />ASSEMBLY PER COE STD DWG 5(
<br />6 LF 6" PVC S=0.0200 MR
<br />15+00��2
<br />- -I- --'� - - I--- - -
<br />QFH
<br />WPM WPM 10' TYPE II
<br />I- LANDSCAPE BUFFER
<br />S
<br />R MSSMa.o9 �) \ ,�ltcJcJ
<br />IE=567.64 6"PVC S 3cJ ��
<br />VE=567.81 6" PVC W J
<br />CITY OF EVERETT WATER NOTES
<br />1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT
<br />BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR
<br />TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF
<br />SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY
<br />THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE.
<br />THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5
<br />BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC WORKS
<br />DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT
<br />WHICH THE CONNECTION SHALL BE MADE.
<br />3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT
<br />STANDARDS.
<br />4. A PRE -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 LEAST
<br />24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL
<br />NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE
<br />CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24
<br />HOUR BASIS.
<br />6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br />VERTICAL SEPARATION BETWEEN POTABLE AND NON -POTABLE
<br />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 />SSCO-6
<br />N=339168.30, E=1289002.83
<br />94 LF 6' PVC S=0.0200 MI'
<br />169 LF 6" DI WM
<br />SSCO-5
<br />STA 12+80.69, 10.11' RT
<br />18 LF 6" PVC S=0.0200 MII
<br />14+00
<br />STA 13+33.08, 6.00' RT
<br />1-6" DI TEE (FL)
<br />2-6" GATE VALVES (FLxMJ)
<br />W/ THRUST BLOCK
<br />13+00
<br />DRIVEA
<br />RIM=566.62
<br />IE=554.99 8"PVC W
<br />IE=554.45 8'PVC E
<br />2 LF 6" PVC S=0.0200
<br />MIN 20' TYPE III
<br />LANAPE
<br />_
<br />9 LF 6" PVC S=0.0200
<br />MIN BUFFER
<br />90
<br />NS 30395 9.85,
<br />E=1288980.00
<br />I AD=568.0
<br />I FFE=573.0
<br />I
<br />7 LF 6" PVC S=0.0200
<br />MIN
<br />I
<br />INSTALL 1" METER FOR WATER IRRIGATION WITH
<br />VAULTDCVA BEHINDDDWG
<br />HIND
<br />0. EXTEND SERVICE LINE 5520 ON
<br />TO IRRIGATION SYSTEM.
<br />INSTALL 2" METER FOR WATER
<br />7
<br />SERVICE. EXTEND SERVICE LINE
<br />72 I I
<br />1
<br />TO NEW BUILDINGS.
<br />--��-
<br />STA 10+45.50, 6.00' RT
<br />I
<br />1-8"" DI GATE VALVE (MJ)
<br />Ln 15' WATER EASEMENT TO
<br />UNIT I
<br />1►
<br />AD=568.0
<br />24' ` ' y
<br />TA 10+53.00, 6.00' RT
<br />FFE=573.0
<br />"- L
<br />INSTALL DCDA VAULT BEHIND 8" GATE VALVE
<br />PER COE STD DWG 523 ON SHEET DT-10
<br />STA 10+59.92, 6.00' RT
<br />1-T x6" DI REDUCER (FLxMJ)
<br />EHIND DCDA VAULT
<br />568
<br />12+00
<br />11+00
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<br />I
<br />SSCO-4
<br />LF 6" DI WM STA 12+71,74, 6.00' LT
<br />574
<br />66 LF 6" PVC S=0.0200 MIN
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<br />CITY OF EVERETT SEWER NOTES
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT
<br />STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br />2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED,
<br />PUT INTO USE UNTIL IT HAS BEEN TESTED
<br />CONCEALED OR ,
<br />INSPECTED, AND APPROVED BY THE CITY INSPECTOR.
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
<br />FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
<br />LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT
<br />SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING
<br />CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS
<br />INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY
<br />THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br />CONSTRUCTION ON THE PROJECT.
<br />4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR
<br />IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br />PRIOR TO STARTING CONSTRUCTION.
<br />-------- - ----- -
<br />10' DRY UTILITY
<br />EASEMENT TO BENEFIT
<br />EACH SERVICE PROVIDER 175 LF 6" DI WM
<br />-100 LF 6" PVC S=0.0200 MIN
<br />SSCO-3 75 LF 6" PVC S=0.0200 MIN
<br />STA 12+05.89, 6.00' LT SSCO-2
<br />STA 11+05.89, 6.00' LT
<br />STA 12+32.68, 6.00' RT
<br />1-6" DI TEE (MJxFL)
<br />1-6" GATE VALVE (FLxMJ)
<br />PER COE STD DWG 507
<br />40 LF 6" DI WM
<br />STA 12+32.68, 33.50 LT /\c cJ
<br />1-5 1 /4 FIRE HYDRANT ASSEMBLY �)�3cJ ��j� jJ r
<br />PER COE STD DWG 507
<br />WETLAND C \
<br />CATEGORY III /
<br />i
<br />RECORD DRAWING
<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 11/21/2023
<br />Permit Inspector
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<br />SCALE: 1" = 30'
<br />30, 0 30, 60'
<br />PROPOSED LEGEND
<br />STORM PIPE
<br />WATER PIPE
<br />DRAIN LINE
<br />POWER SERVICE LINE
<br />TELECOMMUNICATIONS LINE
<br />8' MONTAGE COMMERCIAL
<br />WCUT LINE, TYP INVINCIBLE FENCE
<br />0 0 4' CHAIN LINK FENCE
<br />CIP RETAINING WALL
<br />C) SIDE SEWER NOTE
<br />j SIDE SEWER SHOWN AS TYPICAL. CONTRACTOR TO
<br />ADJUST LOCATIONS AS NECESSARY. A MINIMUM
<br />2.0% SLOPE SHALL BE PROVIDED AT ALL TIMES.
<br />REFER TO SHEETS DT-11 THRU DT-13 FOR CITY
<br />OF EVERETT STANDARD SEWER DETAILS. CONTACT
<br />ENGINEER OF RECORD IF CONFLICTS ARE
<br />ENCOUNTERED.
<br />t�1
<br />Updated water main
<br />material after 3rd
<br />�-Addendum.
<br />LF T(\-CLASS 52 DI. M
<br />REMO EXISTING SE VICE LINES
<br />_.�,
<br />STA 24+86.98, 18.30' RT
<br />CONNECT TO EXISTING 8" Cl WITH:
<br />1-8" DI TEE (FL)
<br />2-8" GATE VALVES (FLxMJ)
<br />1-8" DI ADAPTOR (FLxMJ)
<br />CONNECTION TO BE MADE BY THE CITY WATER DEPARTMENT
<br />CREW UNDER A SEPARATE UTILITY PERMIT BASED ON A
<br />COST ESTIMATE PREPARED BY THE WATER DEPARTMENT.
<br />CONNECTION-1
<br />STA 24+74.46, 5.75' LT
<br />SEE SIDE SEWER NOTE
<br />-25 LF 6" PVC S=0.0200 MIN Verbiage added after
<br />SSCO-1 3rd Addendum.
<br />STA 10+31, 6.00' LT
<br />.JL
<br />8°PVC W
<br />�ILF=556.32
<br />IE="PVC
<br />8 E
<br />E=556.84
<br />8"PVC W
<br />ZRIM=568.81
<br />IE=556.73
<br />8"PVC E
<br />IE-557.00
<br />6°PVC N
<br />- IE=557.28
<br />6°PVC S
<br />SWEPT TRAfIVlNG AR
<br />Adjust monument 8 -
<br />sign location as SCALE: 1"=10'
<br />needed.
<br />Angle sidewalk and
<br />connect directly east
<br />of top of wing ramp �4 I
<br />Approximate location
<br />of recently installed 5 .14
<br />water meters
<br />r 7.7S FL
<br />Install thickened edge between 567.84 r `
<br />meters and sidewalk for fall 5 7.8 68 567 78 MG
<br />protection due to meters being '
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<br />slightly lower the sidewalk grade. 45�CUR {,' 56.25 T
<br />567.75 FIL
<br />+'
<br />r �
<br />567.77
<br />Approximate location �20' TRANSITION OM �1GS 6' ramp to raised
<br />' sidewalk here.
<br />of ex. fiber vault -1 2.07. INVERTED'99OWN TO
<br />mj 0, 3% CROS SLOPE t
<br />~; IUlave driveway curb
<br />r cut to here.
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<br />: i3Rl A 67. _ j _ -
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<br />� 141012
<br />eliminate sidewalk .36 M ,
<br />i
<br />connection here I Install thickened edge between wing
<br />567.94 l ram and fiber vault. Soften to of
<br />UTILITYNOTE , _ r, P P
<br />THE CONTRACTOR SHALL VERIFY THE �• CURS - ~ ---comer at bottom of wing ramp to
<br />LOCATION OF ALL EXISTING UTILITIES CHAMFER } 6 eminimize potential impacts to wheel -�-
<br />PRIOR TO ANY CONSTRUCTION. _--== ? travel across comer. l9
<br />AGENCIES INVOLVED SHALL BE NOTIFIED - _ - - ,
<br />WITHIN A REASONABLE TIME PRIOR TO 5
<br />THE START OF CONSTRUCTION. f' er
<br />..... 1 568.29 TC M
<br />INSTALL NEW STOP SIGNB ,.r 567.$9 FL MG i
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<br />�SSIONAL
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<br />JOB NUMBER:
<br />C21-180
<br />DRAWING NAME: C21180C-WS-PL
<br />DESIGNER:
<br />DCS
<br />DRAFTING BY:
<br />BJN
<br />DATE:
<br />1-25-22
<br />SCALE:
<br />1" =30'
<br />JURISDICTION:
<br />EVERETT
<br />WSM01
<br />SHEET 19 OF 38
<br />Sheet 19 of 78
<br />
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