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1.
<br />NO CONNECTION TO THE EXISTING MAINS WILL BE
<br />1.
<br />ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS
<br />ALLOWED EXCEPT BY MEANS OF AN APPROVED
<br />AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br />BACKFLOW PREVENTION DEVICE PRIOR TO
<br />SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br />2.
<br />NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR
<br />RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST
<br />PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE
<br />RESULTS.
<br />CITY INSPECTOR.
<br />2.
<br />CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL
<br />3.
<br />APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM
<br />BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE
<br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL
<br />DEVELOPER'S EXPENSE. THE PUBLIC WORKS
<br />BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS
<br />ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE
<br />DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC
<br />DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS
<br />WORKS DEPARTMENT SHALL THEREAFTER DETERMINE
<br />INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY
<br />THE DATE AND TIME AT WHICH THE CONNECTION
<br />ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br />SHALL BE MADE.
<br />PROJECT.
<br />3.
<br />ALL WORK AND MATERIALS MUST CONFORM TO CITY
<br />4.
<br />ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br />OF EVERETT STANDARDS.
<br />EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO
<br />STARTING CONSTRUCTION.
<br />4.
<br />A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH
<br />THE CITY PRIOR TO THE START OF CONSTRUCTION.
<br />®
<br />WATER CONSTRUCTION NOTES
<br />THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION
<br />DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS
<br />1.
<br />NEW 3/4" WATER METER AND SERVICE TAP. METER TO BE INSTALLED BY THE CITY OF
<br />PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />EVERETT. SEE DETAIL 1 /C6.2. REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) TO BE
<br />5.
<br />THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED
<br />INSTALLED IN KIOSK, SEE PLUMBING PLANS.
<br />AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT
<br />OF A PERSON WHO CAN BE CONTACTED REGARDING
<br />2
<br />WATER SERVICE CONNECTION TO PROPOSED BUILDING. SEE PLUMBING PLANS FOR
<br />PROBLEMS DURING CONSTRUCTION ON A 24 HOUR
<br />CONTINUATION. CONTRACTOR TO VERIFY EXACT POINT OF CONNECTION WITH PLUMBING PLANS.
<br />BASIS.
<br />3.
<br />NEW FIRE HYDRANT VALVE BOX AND EXTENSION PER CITY OF EVERETT STANDARD DETAIL
<br />6.
<br />MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18
<br />505. SEE DETAIL 3/C6.2.
<br />INCHES VERTICAL SEPARATION BETWEEN POTABLE AND
<br />NON -POTABLE CONVEYANCE SYSTEMS.
<br />4.
<br />PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF EVERETT STANDARD DETAIL 507
<br />SEE DETAIL 2/C6.2.
<br />7.
<br />ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY
<br />1 - 6" X 6" TEE (MJXFL)
<br />PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL
<br />1 - 6" GATE VALVE (FLXMJ)
<br />VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT
<br />1 - 6" MEGA -LUG
<br />ALL TIMES.
<br />32 LF - 6" CL 52 DUCTILE IRON SPOOL
<br />SIDE
<br />SEWER
<br />TABLE
<br />SSCB # 1, GIBSON BASIN
<br />RIM = 302.84
<br />IE=297.76 (6"
<br />N)
<br />SSCB #2, GIBSON BASIN
<br />RIM = 302.22
<br />IE=298.72 (6"
<br />NE)
<br />SSCO # 1, W/
<br />SOLID LOCKING
<br />LID
<br />RIM = 304.22
<br />IE=290.05 (6"
<br />W)
<br />IE=290.05 (6"
<br />NW)
<br />IE=290.05 (6"
<br />E)
<br />SSCO #2, W/
<br />SOLID LOCKING
<br />LID
<br />RIM = 303.94
<br />IE=296.35 (6"
<br />W)
<br />IE=296.35 (6"
<br />E)
<br />SSCO #3, W/
<br />SOLID LOCKING
<br />LID
<br />RIM = 303.50
<br />IE=297.05 (6"
<br />W)
<br />IE=297.05 (6"
<br />S)
<br />IE=297.05 (6"
<br />E)
<br />SSCO #4, W/
<br />SOLID LOCKING
<br />LID
<br />RIM = 302.99
<br />IE=297.75 (6"
<br />SW)
<br />IE=297.75 (6"
<br />E)
<br />SSCO #5, W/
<br />SOLID LOCKING
<br />LID
<br />RIM = 304.25
<br />IE=293.25 (6"
<br />W)
<br />IE=293.25 (6"
<br />SE)
<br />SSCO #6, W/
<br />SOLID LOCKING
<br />LID
<br />RIM = 303.16
<br />IE=294.32 (6"
<br />S)
<br />IE=294.32 (6"
<br />E)
<br />SSCO #7, W/
<br />SOLID LOCKING
<br />LID
<br />RIM = 303.00
<br />IE=299.42 (6"
<br />E)
<br />IE=299.42 (6"
<br />N)
<br />5. DOMESTIC WATER SUPPLY LINE TO KIOSK
<br />132 LF - 3/4" CLASS 200 POLYETHYLENE, BLACK.
<br />6. WATER SUPPLY CONNECTION TO PROPOSED SELF-SERVICE WATER UNIT.
<br />7 DOMESTIC WATER SUPPLY LINE TO Cr F R
<br />I
<br />l 4
<br />N746'23"E 245.88'--4-
<br />L -SE VICE WATER UNIT
<br />�.
<br />248 LF - 3/4" CLASS 200 POLYETHYLENE, BLACK.
<br />1
<br />11�
<br />DRY UTILITIES CONSTRUCTION NOTES:
<br />i
<br />1.
<br />PROPOSED LOCATION OF UNDERGROUND POWER SERVICE LINE. CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />3
<br />TRENCHING, CONDUIT INSTALLATION, AND BACKFILL. CONTRACTOR TO COORDINATE SCOPE OF WORK WITH
<br />Z
<br />PURVEYOR PRIOR TO CONSTRUCTION.
<br />j E
<br />2.
<br />APPROXIMATE LOCATION OF POWER CONNECTION TO BUILDING. REFER TO ELECTRICAL PLANS FOR FINAL
<br />f 4
<br />LOCATION.
<br />3,
<br />LOCATION OF UNDERGROUND POWER CONNECTION TO PROPOSED TRANSFORMER; SEE ELECTRICAL PLANS.
<br />I
<br />V
<br />CONTRACTOR TO COORDINATE SCOPE OF WORK WITH SNOHOMISH COUNTY PUD.
<br />U 3
<br />4.
<br />APPROXIMATE LOCATION OF PROPOSED POWER CONNECTION TO EXISTING POWER SUPPLY. CONTRACTOR TO
<br />COORDINATE SCOPE WITH PUD.
<br />5.
<br />LOCATION OF UNDERGROUND TELECOMMUNICATION LINE CONNECTION TO EXISTING TELECOMMUNICATION VAULT;
<br />CONTRACTOR TO COORDINATE SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION.
<br />a
<br />6.
<br />PROPOSED LOCATION OF UNDERGROUND TELECOMMUNICATION LINE.
<br />w
<br />}C�
<br />7.
<br />APPROXIMATE LOCATION OF TELECOMMUNICATION LINE TO BUILDING. REFER TO ELECTRICAL PLANS FOR FINAL
<br />:v
<br />LOCATION.
<br />4SEWER STRUCTURE NOTES:
<br />t °«°°
<br />Faaa
<br />1.
<br />OLDCASTLE OIL/WATER SEPARATOR MODEL No. 660-SA
<br />RIM=t303.72" PIPE MATERIALS AND COVER:
<br />0.
<br />°E.>
<br />IE=296.99 (6 W)
<br />iE=296.49 (6" E) ALL PVC PIPE SHALL BE SDR35, ASTM D3034 WITH 3'
<br />SEE DETAIL 1 /C6.1 MIN COVER WHERE SUBJECT TO VEHICULAR LOADING.
<br />2.
<br />INSTALL 6" GATE VALVE. PROVIDE VALVE BOX WITH TRAFFIC RATED LID.
<br />bD«0 b.,j Q
<br />3.
<br />CONNECT TO EXISTING SEWER MAIN PER TYPE B CITY OF EVERETT STANDARD DETAIL 602. SEE
<br />F
<br />DETAIL 2/C6.1.
<br />IE=285.05
<br />4.
<br />EASEMENT. 200811250386 «ape
<br />APPROXIMATE LOCATION OF CONNECTION TO BUILDING. CONTRACTOR SHALL VERIFY FINAL NO.
<br />INVERT ELEVATION WITH PLUMBING PLANS PRIOR TO CONSTRUCTION.
<br />5.
<br />SIDE SEWER CLEANOUT PER CITY OF EVERETT STANDARD DETAIL NO. 604. SEE DETAIL 4/C6.1.
<br />oyQ �
<br />6.
<br />SQUARE CATCH BASIN - GIBSON BASIN MODEL GCB10-30HB-6 (OR APPROVED EQUAL) W/
<br />, a
<br />HIGH HEEL PROOF GRATE, FRAME SHALL BE SET TO SUPPORT H2O TRAFFIC LOADING. HOODED
<br />a
<br />OUTLET SHALL BE FITTED WITH BRASS CLEANOUT PLUG. SEE DETAIL 3/C6.1.
<br />PROPERTY PROTECTION NOTE'
<br />THE CONTRACTOR SHALL PROTECT AND PRESERVE FROM DAMAGE, INTERFERENCE AND
<br />DESTRUCTION ALL PRIVATE AND PUBLIC PROPERTY ON OR IN THE VICINITY OF THE WORK. IF
<br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR ITS USE INTERFERED WITH BY THE CONTRACTOR
<br />OR HIS OR HER AGENTS, IT SHALL BE RESTORED IMMEDIATELY TO ITS FORMER CONDITION BY THE
<br />CONTRACTOR AT HIS OR HER EXPENSE AND SUCH INTERFERENCE TERMINATED.
<br />EASEMENT NOTE:
<br />THE LOCATION OF THE EASEMENTS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE
<br />INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE
<br />COMPANY NO. NCS-1067959-OR1, DATED MAY 12, 2021. THESE EASEMENTS WERE NOT
<br />SURVEYED, THEREFORE BARGHAUSEN CONSULTING ENGINEERS DOES NOT GUARANTEE THE
<br />ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS.
<br />APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THESE PLANS. CONTRACTOR TO
<br />COORDINATE WITH PURVEYORS AND USE EXTREME CAUTION WHEN EXCAVATING ON -SITE, UNTIL
<br />EXISTING GAS AND POWER SERVICE LOCATIONS ARE CONFIRMED. CONTRACTOR TO ORDER
<br />INDEPENDENT UTILITY LOCATES (INCLUDING GAS AND POWER) FOR THE FULL SCOPE OF WORK
<br />PRIOR TO CONSTRUCTION OR ANY GROUND DISTURBING ACTIVITIES.
<br />UTILITY CONFLICT NOTE:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
<br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS
<br />SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
<br />CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON
<br />THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
<br />OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE
<br />ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />UTILITY CONTACT INFORMATION
<br />H' z
<br />ELECTRICAL SNOHOMISH COUNTY PUD No. 1
<br />I j
<br />1802 75TH STREET SW
<br />EVERETT, WA 98203
<br />TELEPHONE: (425) 783-4300
<br />� a
<br />SANITARY SEWER WATER CITY OF EVERETT
<br />.
<br />EVERETT, WA 98201
<br />3101 CEDAR STREET
<br />d
<br />TELEPHONE: (425) 257-8999
<br />b
<br />FIRE DEPARTMENT: CITY OF EVERETT
<br />"_
<br />2801 OAKES AVE
<br />+'
<br />EVERETT, WA 98201
<br />TELEPHONE: (425) 257-8120
<br />ZUTILITY CROSSING NOTE:
<br />CONTRACTOR TO MAINTAIN MINIMUM 1.5' VERTICAL SEPARATION
<br />BETWEEN DRY UTILITIES AND PROPOSED SANITARY SEWER
<br />LINE/STORM DRAIN LINE, AND WATER SERVICE LINES.
<br />CONTRACTOR TO MAINTAIN 1.5' OF VERTICAL SEPARATION
<br />BETWEEN WATER SERVICE LINES AND SANITARY SEWER LINES.
<br />UTILITY POTHOLING NOTE:
<br />THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED TO
<br />VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY
<br />AND/OR POTENTIAL CONFLICTS WITH EXISTING UTILITIES. POTHOLING
<br />SHALL BE PERFORMED PRIOR TO INSTALLING ANY PROPOSED
<br />UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING
<br />ENGINEERS, INC. OF ANY CONFLICTS.
<br />N0. 200807250218
<br />UTILITY CROSSING TABLE
<br />BOTTOM UTILITY
<br />TOP
<br />TOP UTILITY
<br />INVERT
<br />CLEAR
<br />1
<br />6" SANITARY SEWER
<br />±298.45
<br />6" STORM DRAIN
<br />±298.96
<br />t0.51'
<br />2
<br />6" SANITARY SEWER
<br />±295.85
<br />6" SANITARY SEWER
<br />±297.63
<br />t 1.78'
<br />PROPOSED CITY OF
<br />EVERETT WATER EASEMENT
<br />UTILITY PLAN
<br />N
<br />1-302 �, c
<br />SCALE: 1 "=10'
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<br />t
<br />\
<br />`0 _ SEWER EASEMENT t
<br />`A _ -- NO. 870076 '
<br />870077
<br />870078
<br />53 LF 6" PVC SS 0 2.007 `. � ' _ 870079
<br />J<�SSCO 46
<br />► 100.
<br />Vj
<br />i 5 SEGO #4 ' 2 •� _'
<br />+111 2 '
<br />48 LF 6" PVC SS 0 2.�- $ LF 6" PVC SS o 41.43% �\
<br />i 00%
<br />35 LF 6" PVC SS 2.00q �aO It
<br />+ 28 LF 6" PVC SS o 18.007 ��` `., 3
<br />5 LF 6" PVC SS a 100.007.
<br />SSW 0
<br />111
<br />t T !E! 2 q `\� `.'t 11 LF 6" PVC SS 0 58 tf5% '
<br />I�t 83C0 #2`�.5
<br />5 LF 6" PVC SS 0 2.00% \\ '
<br />�p t 1 1%� 11
<br />\
<br />+ 3 LF 6" PVC SS 0 2.00% �� " 2 LF 6" PVC SS o r2.00% ,\\ '\
<br />3LF6 PVCSS02.00% i ' It '
<br />5 33C0 #7. 7 + �.'- y
<br />2 35 LF 6 +,+ PVC SS 0 2.007.
<br />SSCB #2 6
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<br />- - ----- ' -_ ------------------ �------
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<br />' 0 Know what's below.
<br />1 p Call before you dig.
<br />Dial 811
<br />Barghausen
<br />Consulting Engineers, Inc.
<br />18215 72nd Avenue South
<br />Kent, WA 98032
<br />425.251.6222
<br />barghausen.com
<br />BCE #20996
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<br />Project #: 20996 Store #00852
<br />Designed By. ADW
<br />Drown By. ADW
<br />Checked By. CJR
<br />`V
<br />Date: 10- 15-2021
<br />N
<br />1 " = 10'
<br />C)Scale:
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<br />Disk File: 20996-U.dwg
<br />Model:
<br />Address:
<br />4919 EVERGREEN WAY
<br />EVERETT, WA 98203
<br />0
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<br />UTILITY PLAN
<br />C
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<br />FUEUNG FACILITY
<br />Drawing No.:
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<br />C6.0 Of 16
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