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SIDE SEWER
<br />TABLE
<br />SSCB # 1,
<br />GIBSON BASIN
<br />RIM = 302,84
<br />IE=297.76
<br />(6"
<br />N) <6>
<br />SSCB 2,
<br />GIBSON BASIN
<br />RIM = 302.22
<br />IE=298.72
<br />(6"
<br />NE)
<br />SSCO # 1,
<br />TYPE 1 L CB,WITH
<br />FLOATABLE
<br />MATERIAL
<br />SEPARATOR PER
<br />COE
<br />DETAIL 413
<br />RIM = 304.18
<br />IE=290.05
<br />(6"
<br />W)
<br />IE=290.05
<br />(6"
<br />NW)
<br />IE=290.05
<br />(6"
<br />E)
<br />SSCO #2,
<br />W/
<br />SOLID LOCKING
<br />LIE
<br />RIM = 303.94
<br />IE=296.35
<br />(6"
<br />W)
<br />IE=296.35
<br />(6"
<br />E)
<br />SSCO #3,
<br />W/
<br />SOLID LOCKING
<br />LIE
<br />RIM = 303.50
<br />IE=297.05
<br />(6"
<br />W)
<br />IE=297.05
<br />(6"
<br />S)
<br />IE=297.05
<br />(6"
<br />E)
<br />SSCO 4,
<br />W/
<br />SOLID LOCKING
<br />LIE
<br />RIM = 302.99
<br />IE=297.75
<br />(6"
<br />SW)
<br />IE=297.75
<br />(6"
<br />E)
<br />SSCO #5,
<br />W/
<br />SOLID LOCKING
<br />LIE
<br />RIM = 304.25
<br />IE=293.25
<br />(6"
<br />W)
<br />IE=293.25
<br />(6"
<br />SE)
<br />SSCO 6,
<br />W/
<br />SOLID LOCKING
<br />LIC
<br />RIM = 303.16
<br />IE=294.32
<br />(6"
<br />S)
<br />IE=294,32
<br />(6"
<br />E)
<br />SSCO #7,
<br />W/
<br />SOLID LOCKING
<br />LIC
<br />RIM = 303,00
<br />IE=299.42
<br />(6"
<br />E)
<br />IE=299.42
<br />(6"
<br />N)
<br />PIPE MATERIALS AND COVER:
<br />ALL PVC PIPE SHALL DE SDR35, ASTM D3034 WITH 3'
<br />MIN COVER WHERE SUBJECT TO VEHICULAR LOADING.
<br />f
<br />ti€ if
<br />it
<br />Nr46°23'E 245
<br />.88
<br />1.
<br />i F
<br />FIRE HYDRANT CONNECTION/INSTALLATION BY COE WATER !
<br />DEPARTMENT CREWS BASED ON COST ESTIMATE PREPARED
<br />BY THE WATER DEPARTMENT AND PAID FOR BY THE UTILITY PLA�
<br />OWNER/CONTRACTOR.
<br />""'.. ...... f 2,
<br />,-
<br />s tUST EXCAVATION NOTE,
<br />I
<br />TANK EXCAVATIONS SMALL BE PER OSHA REQUIREMENTS. TANK
<br />'? V\ ' EXCAVATIONS WILL REQUIRE SHORING AND SMALL BE ENGINEERED
<br />1 i PROPOSED CITY OFh AND PERMITTED SEPARATELY AND SMALL BE THE RESPONSIBILITY OF
<br />I e f fI EVERETT WATER EASEMENT k ,, TIE INSTALLING CONTRACTOR.
<br />L0IT
<br />xn
<br />! s
<br />¢g
<br />{!
<br />EXCAVATION OF UNDERGROUND
<br />STORAGE TANKS WILL REQUIRE
<br />SHORING. CONTRACTOR TO
<br />PROVIDE SHORING DESIGN AND
<br />ASSOCIATED PERMITTING. SEE
<br />UST EXCAVATION NOTE THIS
<br />SKEET,
<br />I> SEWER
<br />_ TRUCTORE NOTES.+r ,
<br />31. ( �t
<br />1. OLDCASTLE OIL/WATER SEPARATOR MODEL No. 660-SA
<br />It
<br />t v
<br />+SEWER EASEMENTQ 7_4
<br />NO. 870076
<br />WATER CONSTRUCTION
<br />1.
<br />NEW 3/4" WATER METER AND SERVICE TAP. METER TO BE INSTALLED BY THE CITY OF
<br />EVERETT. SEE DETAIL I /C6.2. REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) TO BE
<br />INSTALLED IN KIOSK, SEE PLUMBING PLANS.
<br />2.
<br />WATER SERVICE CONNECTION TO PROPOSED BUILDING_ SEE PLUMBING PLANS FOR
<br />CONTINUATION. CONTRACTOR TO VERIFY EXACT POINT OF CONNECTION WITH PLUMBING PLANS.
<br />3.
<br />NEW FIRE HYDRANT VALVE BOX AND EXTENSION PER CITY OF EVERETT STANDARD DETAIL
<br />505SEE DETAIL 3/C6,2.
<br />4,
<br />PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF EVERETT STANDARD DETAIL 507
<br />SEE DETAIL 2/C6,2.
<br />1 - 6- X 6- TEE (MJXFL)
<br />I - 6" GATE VALVE (FLXMJ)
<br />1 - 6" MEGA -LUG
<br />32 LF - 6" CL 52 DUCTILE IRON SPOOL
<br />0 5° 10' 20'
<br />5.
<br />DOMESTIC WATER SUPPLY LINE TO KIOSK
<br />Fvdm_m%��
<br />132 LF - 3/4" CLASS 200 POLYETHYLENE, BLACK.
<br />SCALE. 1 "=1®'
<br />6.
<br />WATER SUPPLY CONNECTION TO PROPOSED SELF-SERVICE WATER UNIT,
<br />7.
<br />DOMESTIC WATER SUPPLY LINE TO SELF-SERVICE WATER UNLIT
<br />248 LF - 3/4" CLASS 200 POLYETHYLENE, BLACK,
<br />�j
<br />U11,11 Moil K1
<br />if i I 0 1 870077
<br />870078 ' � SANITARY SEWER/WATER CITY OF EVERETT
<br />53 LF 6" PVC SS 0 2.00% t 870079 EVERETT, WA 98201
<br />3101 CEDAR STREET
<br />v I V5 NCO 46 TELEPHONE: (425) 257-8999
<br />FIRE DEPARTMENT: CITY OF EVERETT
<br />+ c t a I €, _ I 2801 OAKES AVE
<br />} I /
<br />1 €f€ �� J EVERETT, WA 98201
<br />+ + r + TELEPHONE: (425) 2 7-8120
<br />Kim =3:303,72
<br />IE�296,99 (6- W)
<br />IEa29&49 (6 E)ry
<br />r,
<br />SIDE DETAIL I /C6,1 7,m; !
<br />2. INSTALL 6" GATE VALVE. PROVIDE VALVE BOX WITH TRAFFIC
<br />RATED LID. "
<br />+
<br />48 L F 6" PVC SS 0 2.00% ` 35 LF 6" PVC SS 0 2,00 LF 6 YPVC SS 47.03%
<br />2
<br />r €€€ t aE7a 7
<br />28 LF 6 PVC SS 0 18.00% _
<br />,6 LF 6" PVC SS 0 77.90%
<br />-
<br />CO ,
<br />> 1 tp
<br />9 LF 6 PVC SS 0 66,9I
<br />S f 7 t):
<br />S f SSC0
<br />5 LF 6" PVC SS 2.fO 4� M1'; i try e T
<br />_ 2 LF 6 � � � PVC SS
<br />d 1 ` + 3 LF 6" PVC SS 2,60 , . _
<br />'r1l 3 LF 6 PVC SS 0 2.00
<br />r
<br />u? \ 1
<br />I
<br />3, CONNECT TO EXISTING SEWER MAIN PER TYPE B CITY OF
<br />r •
<br />t t �r \ ! ! "
<br />1 1 €€€ 35 LF 6 PVC SS 0 2.00%
<br />EVERETT STANDARD DETAIL 60.€., SEE DETAIL 2/C6,Ie
<br />IE=285.05S9CB #2 6
<br />4, APPROXIMATE LOCATION OF CI NNCTION TO BUILDING.
<br />CONTRACTOR SHALL VERIFY FILIAL INVERT ELEVATION WITH s`
<br />PLUMBING PLANS PRIOR TO CONSTRUCTION,
<br />6, SIDE SEWER CLEANOUT PER CITY OF EVERETT STANDARD DETAIL
<br />NO. 604. SEE DETAIL 4/C6,1,
<br />6. SQUARE CATCH BASIN - GIBS )N BASIN MODEL
<br />GCBIO-30HO-6 (OR APPROVED EQUAL) W/ HIGH HEEL PROOF
<br />GRATE, FRAME SHALL BE SET TO SUPPORT H2O TRAFFIC `-
<br />LOADING. HOODED OUTLET SHY LL BE FITTED WITH BRASS
<br />CLEANOUT PLUG. SEE DETAIL-S/C6,t
<br />€ttUTILrTY CROSSINGe
<br />CONTRACTOR TO MAINTAIN MINIMUM 1.5° VERTICAL SEPARATION
<br />BETWEEN DRY UTILITIES AND PRO ?OSED SANITARY SEWER
<br />LINE/STORM DRAIN LINE, AND WAFER SERVICE LINES,
<br />r
<br />CONTRACTOR TO MAINTAIN 1.5` 0 " VERTICAL SEPARATION
<br />BETWEEN WATER SERVICE DINES �,ND SANITARY SEWER LINKS.
<br />UTILITY POTHOLING NOTE:
<br />THE CIRCLED LOCATIONS .ARE REQUIRED TO BE
<br />�-
<br />POTHOLED TO VERIFY VERTICAL AND HORIZONTAL
<br />LOCATION OF EXISTING UTII`ITY AND/OR POTENTIAL;_
<br />CONFLICTS WITH EXISTING UTILITIES. POTHOLING SHALL 2
<br />BE PERFORMED PRIOR TO INSTALLING ANY PROPOSED
<br />UTILITIES. CONTRACTOR SHALL NOTIFY BARGHAUSEN
<br />f
<br />CONSULTING ENGINEERS, INC. OF ANY CONFLICTS, f
<br />}
<br />1
<br />.,
<br />DRY UTILITIESCONSTRUCTION
<br />I _ 1, PROPOSED LOCATION OF UNDERGROUND POWER SERVICE LINE. CONTRACTOR
<br />r
<br />SHALL B '. + R P I I
<br />`t .ti,, ' C��� I E ES ONS B�E FOR TRENCHING, CONDUIT INSTALLATION, AND
<br />_ BACKFIL L, CONTRACTOR TO COORDINATE SCOPE OF WORK WITH PURVEYOR
<br />0- PRIOR TO CONSTRUCTION.
<br />ar i �� df 2. APPROXIMATE LOCATION OF POWER CONNECTION TO KIOSK REFER T
<br />d� dl ELECTRICAL PLANS FOR FINAL LOCATION.
<br />1 �
<br />r; l7 0 l d 3, LOCATION OF UNDERGROUND POWER CONNECTION TO PROPOSED
<br />`7 i] ; !I TRANSFORMER; SEE ELECTRICAL PLANS. CONTRACTOR TO COORDINATE
<br />jI SCOPE OF WORK WITH 1 SNOIIOMT5H COUNTY PUD.
<br />fff t
<br />\ 1 ; ++ 1 F a i +` .� r ��� 4. APPROXIMATE LOCATION OF PROPOSED POWER CONNECTION TO EXISTING
<br />/� ' + , ; � i r 1-1v � ; / POWER SUPPLY, CONTRACTOR TO COORDINATE SCOPE WITH PUD,
<br />j r 1.f 1 .`4/ . f 1 v �i d 1 d
<br />yd ; �' q + 'i 1 J d I 5. APPROXIMATE LOCATION OF UNDERGROUND TELECOMMUNICATION LINE
<br />UTILITY EASEMENT
<br />NO. 200811250386
<br />f�, I
<br />Wig.....__ . f ✓ � °�
<br />ilk
<br />r' I
<br />- 3
<br />i
<br />PUBLIC TRANSPORTATION EASEMENT
<br />NO, 200807250218
<br />APPROXIMATE LOCATION OF EX'STING 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 MY GROUND DISTURBING ACTIVITIES.
<br />CONNECTION TO EQUIPMENT CONTROL ROOM, CONTRACTOR TO CONFIRM
<br />" + d FINAL POINT OF CONNECTION, IT MAY BE NECESSARY TO ROUTE
<br />TELECOMMUNICATION LINE TO ROOF IF PENETRATING THROUGH ECR WALL IS
<br />I { �_�_ ✓ i+ ?{;f r + I I NOT POSSIBLE.
<br />r
<br />6. PROPOSED LOCATION OF UNDERGROUND TELECOMMUNICATION LINE.
<br />tF 1 !I 7. APPROXIMATE LOCATION OF TELECOMMUNICATION LINE TO KIOSK. REFER TO
<br />1 ® ELECTRICAL PLANS FOR FINAL LOCATION,
<br />7
<br />�.-
<br />A
<br />7
<br />----------------- -�`M"� ----------
<br />lit
<br />PROPERTY PROTECTION ,
<br />�'q t
<br />THE CONTRACTOR SMALL PROTECT AND PRESERVE
<br />FROM DAMAGE,
<br />INTERFERENCE AND
<br />1
<br />DESTRUCTION ALL PRIVATE AND PUBLIC PROPERTY
<br />ON OR IN THE
<br />VICINITY OF THE WORK. IF
<br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR
<br />ITS USE INTERFERED WITH BY THE CONTRACTOR
<br />y
<br />�rUTILITY
<br />CONFLICT
<br />NOTE:
<br />OR HIS OR HER AGENTS, IT SHALL BE RESTORED
<br />CONTRACTOR AT HIS i R HER EXPENSE AND SUCH
<br />IMMEDIATELY TO
<br />INTERFERENCE
<br />ITS FORMER CONDITION BY THE
<br />TERMINATED.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION ANLI 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 91 AND THEN POTHOLING ALL OF THE EXISTING EASEMENT _ NOTE. THE LOCATION OF THE EASEMENTS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE
<br />HE
<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 INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE
<br />THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD COMPANY NO, NICSm 1067959�OR 1, DATED MAY 12, 2021, THESE EASEMENTS WERE NOT
<br />OCCUR, THE CONTRACTOR SHALL NOTIFY BARGFIASEN CONSULTING ENGINEERS, INC. TO RESOLVE SURVEYED, THEREFORE BARGHAUSENI CONSULTING ENGINEERS DOES NOT GUARANTEE THE
<br />ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS.
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<br />ProjeCi » 20996 Store
<br />#00852
<br />1
<br />Designed By»
<br />ADW
<br />�
<br />Drawn By.
<br />ADW
<br />Checked By.
<br />CJR
<br />Dote. 12-7-2021
<br />_
<br />N
<br />Scale:
<br />e 1 0'
<br />N
<br />CD
<br />CD
<br />Disk File:
<br />20996-U.dwq
<br />c°'v
<br />Model:
<br />Address: _
<br />4919
<br />EVERGREEN WAY
<br />co
<br />EVERETT, WA 98203
<br />a
<br />C
<br />CC
<br />UTILITY PLAN
<br />QO
<br />Drowing No.:
<br />N
<br />C6.0 of
<br />16
<br />0
<br />CD
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