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<br /> LEGEND M I T H U N
<br /> _ss- SANITARY SEWER PIPE SEATTLE I Plar 56,1201 Alaskan Way,#200
<br /> gas&,WA 98101/206.623.3344
<br /> WATER MAIN PIPE SAN FRANCISCO I ND Muket Stmet,#300
<br /> San Frand-,CA 94104 1415.95A.0688
<br /> DWG DOMESTIC WATER SERVICE
<br /> Aoc
<br /> ,c'6R A
<br /> Ul,"ity,CA 902321323.9372150
<br /> UTILITY CROSSING NOTES: IRR BOX B[O-RErENTION RIP FIRE PROTECTION SERVICE
<br /> ] Ir: i LOS ANGELES 15837 Ad..BW
<br /> safth.-
<br /> -R
<br /> PLANTER
<br /> F A INSTALL WATER BELOW SEWER MAIN WITH 18" CONIC BENCH-' 810 El ENT ION LANDSC/,1 - - - - - -- WATER EASEMENT
<br /> SID PLAN HER
<br /> VERTICAL CLEARANCE MINIMUM SD
<br /> BOTTOM OF 10" SAN=81.5 / / , // covc BENCH /•4i
<br /> G NATURAL GAS SERVICE
<br /> TOP OF 8"WAT=79.5± GRASS SEWER MANHOLE Lq
<br /> A INSTALL GAS SERVICE ABOVE 6*STORM PIPEo RR BOX
<br /> 728 134b Sheet SW Sikh 26O
<br /> AND 4" ELECTRICAL CONDUIT WITH 6" 6"PVC PIPE PLUG WATER VALVE EyenstL fthil
<br /> FORE GRASS 98204
<br /> VERTICAL CLEARANCE MINIMUM FOR sanAnAdddem.-
<br /> P WATER TEE
<br /> -
<br /> A COORDINATE INSTALLATION OF WATER SERVICE BOX _P E6
<br /> DU DU
<br /> Ail-
<br /> PIPE AND CONCRETE POLE BASE TO PROVIDE ..N. FIRE HYDRANT
<br /> 1-Fr MINIMUM HORIZONTAL CLEARANCE
<br /> im WATER METER PROJECT
<br /> A INST
<br /> ALL WATER LINE BELOW 4" ELECTRICAL GRASS
<br /> <)
<br /> CONDUIT WITH 6"VERTICAL CLEARANCE MINIMUM _N Learning Resource
<br /> WATER DOUBLE CHECK VALVE
<br /> Q,
<br /> A COORDINATE WITH ELECTRICAL CONTRACTOR FOR X"/
<br /> Center
<br /> INSTALLATION CONCRETE POLE BASES PRIOR TO POLE BASE (SEE EL1.01)
<br /> SEWER MAIN INSTALLATION LOCATION
<br /> a 2000 Tower Street
<br /> SEWER A INSTAL S ER MAIN BELOW EXISTING ELECTRICAL q / ` O /" Wv// \\ O
<br /> CONDUIT WITH 1-FT MINIMUM VERTICAL 3 Everett,WA 98201
<br /> CLEARANCE
<br /> STRUC119N N
<br /> SLR 8" D 1, (1) ARE HYDRANT ASSEMBLY PER COE STD DETAIL 507. CITY
<br /> OF EVERETT PUBLIC WORKS TO INSTALL FIRE HYDRANT
<br /> 91
<br /> 4 PREPARED FOR
<br /> 6- x 6" CAST IRON MECHANICAL JOINT TAPPING TEE
<br /> CONNECTION PER COE STD DETAIL 514-CITY OF EVERETT Everett Community
<br /> AL 8* b-AJ
<br /> PUBLIC WORKS TO MAKE CONNECTION TO EXISTING MAIN
<br /> - - - - - - - - - GATE VALVE (FLXMJ) College
<br /> STANDARD WATER NOTES: (1) 6
<br /> 1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY Y,
<br /> MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO CONNECT TO EXISTING 8"WATER MAIN - CITY OF EVERETT
<br /> J5
<br /> § PUBLIC WORKS TO MAKE CONNECTION TO EXISTING MAIN
<br /> SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF 7/_77777 7/777
<br /> SATISFACTORY BACTERIOLOGICAL TEST RESULTS. j II 2 (1) 8"45' BEND (MJ) W/ MEGA LUGS
<br /> 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE * W/ CONIC. BLOCKING
<br /> PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC X WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICEul Y (1) 8" 45' BEND (MJ) W/ MEGA LUGS
<br /> FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER < 54LF 8 DI, �11� B:x6-TEE (MJxMJxFL)
<br /> DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br /> LEARNING RESOURCE CENTER 6 GATE VALVE (FLXMJ)
<br /> 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. 8"x 6*WET TAP CONNECTION TO 8"WATER MAIN PER COE
<br /> TYP CITY OF EVERETT PUBLIC WORKS TO
<br /> 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO POINT OF CONNECTION
<br /> 15.0'TYP STD DETAIL 514
<br /> THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS SEE MS1.01 AND M1.01 kE�LANDSCAPING MAKE CONNECTION TO EXISTING MAIN
<br /> CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO FOR CONTINUATION FOR CONTINUATION
<br /> G COMMENCEMENT OF CONSTRUCTION. POINT OF CONNECTION 10, (1) 6- GATE VALVE (FLXMJ)
<br /> 5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE SEE MS1.01 & M1.01 8"x 4"WET TAP CONNECTION TO 8"WATER MAIN PER COE
<br /> PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED GAS METER IE:82.5 STD DETAIL 514-CITY OF EVERETT PUBLIC WORKS TO MAKE
<br /> 8LF 6' DI RJ
<br /> SEE MS1.01 F 5LF 6" PVC 0 2.0% CONNECTION TO EXISTING MAIN
<br /> REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. OR
<br /> 48LF 8" DI, RJ (1) 4" GATE VALVE (FLXMJ)
<br /> CONTINUATION
<br /> 1 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL 21 SSMH#2 LIGHT POLE BASE
<br /> SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS. 2 (2' DIA x 5' DEPTH) 0 38LF 8" DI, RJ DOUBLE CHECK DETECTOR VALVE ASSEMBLY W/ FDC & PIV
<br /> 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS TYP ,�AS SERVICE PER COE STD DETAIL 515. MIRROR FDC PIPING AS SHOWN
<br /> DEPARTMENT ACCESSIBLE AT ALL TIMES. I 'A,. CONDUIT-
<br /> 5ON COE STD DETAIL 515 IN RELATION TO VAULT
<br /> PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE 5
<br /> 10 BOX 10 (1) POST INDICATOR VALVE (FLXMJ)
<br /> G G G lk�
<br /> G
<br /> 11�11 (1) FIRE DEPARTMENT CONNECTION PER COE STD DETAIL 515
<br /> 16LF 8" DI, RJ (1) 3'WATER METER IN 4'COMPOUND METER VAULT
<br /> STANDARD SANITARY SEWER NOTES: DI, RJ ASSEMBLY PER COE STD DETAIL 504
<br /> 15
<br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT 6
<br /> STANDARD SPECIFICATIONS. UTILITY VAULT, PROVIDE 45' VERTICAL BENDS TO INSTALL WATER MAIN BELOW
<br /> STANDARDS AND WSDOT/APWA S TYP / / N , a ONAL 5114/2021
<br /> 14 111 LF 8* DI, RJ "E" SEWER IF PIPE DEFLECTION IS NOT FEASIBLE.
<br /> 10
<br /> 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED 18 17
<br /> OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED (1) 4'45' BEND (MJ) W/ MEGA LUGS
<br /> 68LF 6" DI RJ
<br /> BY THE CITY INSPECTOR. W
<br /> -a DEFLECT J6INTS W (1) 6- 45' BEND (MJ) W/ MEGA LUGS
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM
<br /> AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTORIII 0 16 8"
<br /> x 2" WET TAP CONNECTION TO 8" WATER MAIN PER AVAI 53LF 4" DI, RJ
<br /> %
<br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DEFLECT JOINTS COE STD DETAIL 502 02;08/21 PERMIT RESUBN;AL
<br /> x GATE VALVE (FLXMJ)
<br /> DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH 13 0 5 (1) 2
<br /> TION,THE CONTRACTOR SHALL 03/12/21 EXI
<br /> STING UTILITIES ARISE DURING CONSTRUCTION, qmn PERMIT RESUBMITIAL
<br /> am -1 4� (1) 2- IRRIGATION WATER METER PER COE STD DETAIL
<br /> NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL 450LF 1 PE
<br /> BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED NATURAL GAS 502 �05/14/21 3RD PERMIT RESUBM L
<br /> IT
<br /> CONSTRUCTION7\/,\\
<br /> ON THE PROJECT. 4 '\ "
<br /> a (1) 2- IRRIGATION WATER DOUBLE CHECK VALVE
<br /> Ir a 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN 1 ASSEMBLY PER COE STD DETAIL 520
<br /> EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TOSS 3
<br /> STARTING CONSTRUCTION. 7 INTERCEPT AND CUT EXISTING PIPE. PROVIDE SEWER
<br /> A MANHOLE STRUCTURE AS NOTED ON SEWER PROFILE
<br /> (1) C900 CASING AROUND SEWER 0 WATER MAIN
<br /> SEE SANITARY SEWER a \ / ° \ \ CROSSING. CASING SHALL EXTEND MIN. 5 FEET BEYOND
<br /> PROFILE, SHEET C4.01 SSM 1 1 1
<br /> WATER MAIN ON EITHER SIDE.
<br /> GENERAL NOTES: 8 28ILF 4 D1, RJ (1) 4-.3' REDUCER AT POINT OF CONNECTION Luo
<br /> 1. EXISTING WATER MAIN MUST REMAIN ACTIVE UNTIL NEW WATER
<br /> MAIN HAS BEEN INSTALLED, FLUSHED, SANITIZED,AND TESTED. X1 6
<br /> CONNECTION TO EXISTING WATER MAIN SHALL BE APPROVED N.
<br /> BY THE ENGINEER. NOTES:
<br /> 2. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE
<br /> 1. RESTRAIN ALL PIPES, JOINTS,AND FITTINGS OF THE WATER
<br /> SYSTEM. MAD
<br /> 3. DEFLECT WATER LINE TO AVOID OTHER UTILITIES WHILE CT TO EXISTING
<br /> KEEPING 48"MINIMUM COVER FOR WATER MAIN AND 10' MA LE AT SAME 2. BEFORE COMMENCING CONSTRUCTION OF WATER, EXCAVATE
<br /> MINIMUM SEPARATION FROM SANITARY SEWER. DEFLECT AT 1/2 . . . . .
<br /> IN ERN ELEVATION TO VERIFY LOCATION AND INVERT ELEVATION OF THE
<br /> (MAX) OF MANUFACTURERS RECOMMENDATIONS. EXISTING SANITARY SEWER AND WATER PIPES TO BE
<br /> CONNECTED TO PROPOSED SYSTEM. IF A CONFLICT EXISTS,
<br /> a a
<br /> 4. VERIFY LOCATIONS OF ALL WATER MAIN CONNECTIONS AND CONTACT THE ARCHITECT IMMEDIATELY.
<br /> CLUSTERS.
<br /> 3. BEFORE COMMENCING CONSTRUCTION OF WATER, VERIFY
<br /> INVERT ELEVATIONS AND LOCATION OF SERVICES
<br /> PENETRATING THE BUILDING WALL WITH MECHANICAL IF A
<br /> CONFLICT EXISTS, CONTACT THE ARCHITECT IMMEDIATELY.
<br /> 4. REDUCED PRESSURE BACKFLOW ASSEMBLY(RPBA) IS
<br /> CONNECT TO LOCATED WITHIN THE BUILDING.
<br /> aE EXISTING GAS f 5. THE CONTRACTOR SHALL USE A PRIVATE UTILITY LOCATING
<br /> SERVICE PIPING
<br /> 0 17 EXCAVATION,
<br /> SERVICE TO IDENTIFY ALL UTILITIES PRIOR TO ANY
<br /> 6. PROTECT EXISTING UTILITIES TO REMAIN DURING
<br /> 9 CONSTRUCTION.
<br /> E
<br /> 7. NATURAL GAS ROUTING IS SCHEMATIC. IT IS SHOWN FOR
<br /> UTILITY COORDINATION PURPOSES. DESIGN OF THE GAS LINE
<br /> IS BY PUGET SOUND ENERGY(PSE). CONTRACTOR SHALL
<br /> . . . . . . . . . . . . PROVIDE TRENCHING AND BACKFILL ACCORDING TO PSE
<br /> Y
<br /> SSMI 1 7425 GUIDELINES. PSE WILL PROVIDE, INSTALL, AND TEST GAS
<br /> 12 MNG SE PIPING AND APPURTENANCES AT OWNER'S EXPENSE.
<br /> fi-CONC NWI CITY OF EVERETT
<br /> CENTER CHANNEL=81 2�1 REVIEWED FOR PERMIT
<br /> UTILITY PLAN
<br /> a
<br /> 79041
<br /> 05,1412021
<br /> It
<br /> SCALE IN FEET C4.00
<br /> 20 0 20 40 PERMIT SET
<br /> 02016 NIFTHUN,INC.
<br />
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