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IT
<br />Y OF EVERETT WATER NOTES
<br />I. NO CONNECTION TO THE EXISTING MAINS WILL BE
<br />ALLOWED EXCEPT BY MEANS OF AN APPROVED
<br />BACKFLOW PREVENTION DEVICE PRIOR TO
<br />SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br />RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST
<br />RESULTS.
<br />2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL
<br />BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE
<br />DEVELOPER'S EXPENSE. THE PUBLIC WORKS
<br />DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS
<br />DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC
<br />WORKS DEPARTMENT SHALL THEREAFTER DETERMINE
<br />THE DATE AND TIME AT WHICH THE CONNECTION
<br />SHALL BE MADE.
<br />3. ALL WORK AND MATERIALS MUST CONFORM TO CITY
<br />OF EVERETT STANDARDS.
<br />4. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH
<br />NOTESCITY OF EVERETT SEWER
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS
<br />AND WSDOT/APWA STANDARD SPECIFICATIONS.
<br />2. 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 />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM
<br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE_. THE CONTRACTOR SHALL
<br />BE RESPONSIBLE_ FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE
<br />DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS
<br />INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY
<br />ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
<br />PROJECT.
<br />44 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 />THE CITY PRIOR TO THE START OF CONSTRUCTION.
<br />0#CONSTRUCTION
<br />T ES
<br />THE CITY OF PUBLIC WORKS CONSTRUCTION
<br />_EVERETT
<br />DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS
<br />1.
<br />NEW 3/4" WATER METER AND SERVICE TAP. METER TO BE INSTALLED
<br />BY THE CITY OF
<br />PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />EVERETT. SEE DETAIL I /C6.2. REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) TO BE
<br />5. THE DEVELOPER OR THE DEVELOPERS 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
<br />PLANS FOR
<br />PROBLEMS DURING CONSTRUCTION ON A 24 HOUR
<br />CONTINUATION. CONTRACTOR TO VERIFY EXACT POINT OF CONNECTION
<br />WITH PLUMBING PLANS.
<br />BASIS.
<br />3.
<br />NEW FIRE HYDRANT VALVE BOX AND EXTENSION PER CITY OF EVERETT
<br />STANDARD DETAIL
<br />6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18
<br />505. SEE DETAIL /C6.2.
<br />INCHES VERTICAL SEPARATION BETWEEN POTABLE AND
<br />NON -POTABLE CONVEYANCE SYSTEMS.
<br />4t
<br />PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF EVERETT STANDARD
<br />DETAIL 507
<br />SEE DETAIL 2/C6,2,
<br />7. ALL CITY OF EVERETT VALVES SMALL BE OPERATED BY
<br />I 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 T 6" MEGA -LUG
<br />ALL TIMES.
<br />32 LF m 6" CL 52 DUF'TILE IRON SPOOI
<br />5. DOMESTIC WATER SUPPLY LINE TO KIOSK
<br />r
<br />t>7
<br />I t1fi,
<br />t .
<br />l�$fj
<br />N7'46'23"E 245o88' 1
<br />132 LF - 3/4" CLASS 200 POLYETHYLENE, BLACK,
<br />SIDESEWER
<br />6. WATER SUPPLY CONNECTION TO PROPOSED SELF-SERVICE WATER UNIT,
<br />TABLE
<br />7. DOMESTIC WATER SUPPLY LINE TO SELF-SERVICE WATER UNIT
<br />SSCB # 1, GIBSON BASIN
<br />248 LF ® 3/4" CLASS 200 POLYETHYLENE, BLACK.
<br />RIM = 302.64
<br />IE=297.76 (6°'
<br />N) I>
<br />DRY UTILITIESINOTES:
<br />SSCB #2, GIBSON BASIN
<br />1. PROPOSED LOCATION OF UNDERGROUND POWER SERVICE LINE. CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />1 j
<br />RIM = 302.22
<br />IE=296.72
<br />NE) 6
<br />TRENCHING, CONDUIT INSTALLATION, AND BACKFILL. CONTRACTOR TO COORDINATE SCOPE OF WORK WITH
<br />PURVEYOR PRIOR TO CONSTRUCTION.
<br />(6"
<br />.
<br />l
<br />SSCO # 1, W/
<br />SOLID LOCKING LID
<br />2. APPROXIMATE LOCATION OF POWER CONNECTION TO BUILDING. REFER TO ELECTRICAL PLANS FOR FINAL'
<br />RIM = 304,22
<br />LOCATION,
<br />0Lt�
<br />IE=290,05 (6"
<br />W)
<br />IE=290.05 (6'
<br />NW)
<br />3. LOCATION OF UNDERGROUND POWER CONNECTION TO PROPOSED TRANSFORMER; SEE ELECTRICAL PLANS.
<br />f
<br />IE=290.05 (6"
<br />E)
<br />CONTRACTOR TO COORDINATE SCOPE OF WORK WITH SNOHOMISH COUNTY PUD.
<br />j
<br />SSCO #2, W/
<br />SOLID LOCKING LID
<br />4e APPROXIMATE LOCATION OF PROPOSED POWER CONNECTION TO EXISTING POWER SUPPLY. CONTRACTOR TO
<br />r
<br />RIM = 303.94
<br />COORDINATE SCOPE WITH PUD.
<br />IE=296.35 (6"
<br />W)
<br />'y
<br />Q. m
<br />IE=296.35 (6"
<br />E)
<br />5. LOCATION OF UNDERGROUND TELECOMMUNICATION LINE CONNECTION TO EXISTING TELECOMMUNICATION VAULT,
<br />r,
<br />SSCO #3, W/
<br />SOLID LOCKING LID
<br />CONTRACTOR TO COORDINATE SCOPE OF WORK WITH PURVEYOR PRIOR TO CONSTRUCTION.
<br />1 I
<br />; #�f z_,
<br />RIM = 303,50
<br />IE=297.05 (6"
<br />W)
<br />6. PROPOSED LOCATION OF UNDERGROUND TELECOMMUNICATION LINE.
<br />� l4 �
<br />IE=297.05 (6"
<br />IE=297,05 (6"
<br />S)
<br />E)
<br />7. APPROXIMATE LOCATION OF TELECOMMUNICATION LINE TO BUILDING. REFER TO ELECTRICAL PLANS FOR FINAL
<br />; }�
<br />LOCATION.
<br />I� -
<br />SSCO #4, W/
<br />RIM = 302,99
<br />SOLID LOCKING LID
<br />I> SEWERSTRUCTURE T
<br />IE=297.75 (6"
<br />IE=297,75 (6"
<br />SW)
<br />E)
<br />1. OLDCASTLE OIL/WATER SEPARATOR MODEL No. 660-SA
<br />,
<br />RIMP-±303.72
<br />e I.f
<br />SSCO #5, W/
<br />SOLID LOCKING LID
<br />IE=296.99 (6ro W)
<br />RIM = 304.25
<br />IE=296A9 (6° E) ALL PVC PIPE SHALL BE SDR35, ASTM D3034 WITH 39
<br />IE=293.25 (6"
<br />W)
<br />SEE DETAIL I/C6.1 MIN COVER WHERE SUBJECT TO VEHICULAR LOADING.
<br />,_, d
<br />IE=293.25 (6"
<br />SE)
<br />2. INSTALL 6" GATE VALVE. PROVIDE VALVE BOX WITH TRAFFIC RATED LID.,
<br />21.
<br />SSCO 6, W/
<br />RIM = 303.16
<br />SOLID LOCKING LID
<br />3. CONNECT TO EXISTING SEWER MAIN PER TYPE B CITY OF EVERETT STANDARD DETAIL 602. SEE;#G;
<br />1
<br />TE=294.32 (6"
<br />S)�
<br />DETAIL 2/C6.1,
<br />4-
<br />IE=294.32 (6"
<br />E)
<br />IE�-285.05
<br />4. APPROXIMATE LOCATION OF CONNECTION TO BUILDING, CONTRACTOR SHALL VERIFY FINAL UTILITY EASEMENT
<br />NO. 200 11250386
<br />SSCO #7, W/
<br />SOLID LOCKING LID
<br />INVERT ELEVATION WITH PLUMBING PLANS PRIOR TO CONSTRUCTION.
<br />, t
<br />RIM = 30100
<br />IE=299.42 (6"
<br />E)
<br />5. SIDE SEWER CLEANOUT PER CITY OF EVERETT STANDARD DETAIL NO. 604. SEE DETAIL 4/C6.1.
<br />r
<br />IE=299.42 (6"
<br />N)
<br />6. SQUARE CATCH BASIN o GIBSON BASIN MODEL GCB10-30HB-6 (OR APPROVED EQUAL) W/
<br />HIGH HEEL PROOF GRATE, FRAME SHALL BE SET TO SUPPORT H2O TRAFFIC LOADING. HOODED
<br />_ w
<br />OUTLET SHALL BE FITTED WITH BRASS CLEANOUT PLUG. SEE DETAIL 3/C6.1
<br />F µ
<br />PROPERTY
<br />PROTECTION UTILITY
<br />THE CONTRACTOR
<br />SHALL PROTECT AND
<br />PRESERVE FROM DAMAGE, INTERFERENCE AND ELECTRICAL SNOHOMISH COUNTY PUD No.
<br />I I
<br />DESTRUCTION ALL
<br />PRIVATE AND PUBLIC
<br />PROPERTY ON OR IN THE VICINITY OF THE WORK. IF 1802 75TH STREET SW
<br />I v
<br />- EVERETT, WA 98203
<br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR ITS USE INTERFERED WITH BY THE CONTRACTOR
<br />'
<br />OR HIS OR HER AGENTS, IT SHALL BE
<br />RESTORED IMMEDIATELY TO ITS FORMER CONDITION BY THE TELEPHONE; (425) 783-4300
<br />'
<br />CONTRACTOR AT HIS OR HER EXPENSE
<br />AND SUCH INTERFERENCE TERMINATED.
<br />SANITARY SEWER/WATER CITY OF EVERETT
<br />EVERETT, WA 9820I
<br />n
<br />EASEMENT NOTE:
<br />3101 CEDAR STREET
<br />f
<br />THE LOCATION OF
<br />THE EASEMENTS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE TELEPHONE: (425) 257-8999
<br />. f
<br />INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE
<br />-
<br />COMPANY NO. NCS-
<br />1067959�-ORI, DATED
<br />MAY 12, FIRE DEPARTMENT. CITY OF EVERETT
<br />2021. THESE EASEMENTS WERE NOT
<br />SURVEYED, THEREFORE BARGHAUSEN CONSULTING ENGINEERS DOES NOT GUARANTEE THE 2801 OAKLS AVE
<br />,F 1
<br />ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS. EVERETT, WA 98201
<br />TELEPHONE. (425) 257-8120f�
<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 />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 />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 />n
<br />t
<br />e W.M.
<br />UTILITY PLAN
<br />i . p ff .fib xs CROSSING
<br />fS TABLE
<br />BOTTOM UTILITY W41 _ T LIT,
<br />SANITARYDRAIN
<br />SANITARY
<br />it
<br />PROPOSED CITY OF
<br />EVERETT DATER EASEMENT
<br />O 5 ° lo, 21
<br />3 Jj 4
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<br />v t 1 SCALE. 1 "=10'
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<br />1; jf i fix. i v u`
<br />{ ,s
<br />,r/ {
<br />rr�
<br />I ttt
<br />` SEWER EASEMENT
<br />+ NO, 870076 / 670077 \ i
<br />670078
<br />53 LF 6" PVC SS 0 100% I1 ° , � 670079
<br />J 5 > 88co #6i19 �a
<br />CIA
<br />f88C0 ; 2 t
<br />i # � { D_
<br />48 LF 6" PVC SS 0 2.00% `� - _Q 2
<br />Ci - 8 LF 6" PVC SS 0 41.43
<br />i ! 35 LF 6" PVC SS 0 2.00% -
<br />28 LF 6" PVC SS 0 1 .00
<br />5 LE 6" PVC SS 0 100.00%
<br />f
<br />.� t 1 44
<br />2 4 � 11 LF 6" PVC SS 0 58.15%
<br />Ili f R#2,,,i\0
<br />5 LF 6 PVC SS 0 2.00% 1
<br />- _3 LF 6» PVC S 2.00 . �, 2 LF 6" PVC SS 2.00 �
<br />` \_3 LF 6" PVC SS 10 2.00%
<br />5 " ;
<br />ire 35 LF 6 PVC SS 0 2.00%
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<br />PUBLIC TRANSPORTATION EASEMENT
<br />NO. 200807250218
<br />l
<br />9:
<br />Call
<br />beforeyou E(;
<br />Dial 811
<br />Barghausen
<br />Consulting Engineers, Inc.
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<br />10/15/21
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<br />Project : 20996 Store #00852
<br />Designed By, ADW
<br />Drawn By. ADW
<br />�
<br />Checked By. CJP
<br />Dote; 10 15-2021
<br />Scale. 1 ¢a m 10°
<br />CD
<br />Disk File: - --- 20996-1.,dwq
<br />\
<br />Model-
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<br />Addre;'s. �
<br />4919 EVERGREEN WAY
<br />EVERETT, WA 9203
<br />
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