|
I k
<br />g
<br />WATER NOTES
<br />A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY
<br />i F1
<br />7
<br />�Q
<br />o
<br />M
<br />CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON.
<br />MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO
<br />SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF
<br />SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />EXISTING FIRE
<br />HYDRANT
<br />B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE
<br />PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE, THE PUBLIC
<br />WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE
<br />FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL
<br />THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION
<br />SHALL BE MADE.
<br />TO CITY OF EVERETT
<br />C. ALL WORK AND MATERIALS MUST CONFORM
<br />P -
<br />STANDARDS.
<br />D. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO
<br />7 THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS
<br />CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR
<br />P0,
<br />3,
<br />x
<br />z
<br />-466--
<br />I U UU1V11V1r_1'0,,r_1V1r_N1 Ur UU140 I NUk, I 1UN. 4y" WK,
<br />489
<br />E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY
<br />Q)
<br />THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED
<br />/v
<br />REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br />7
<br />F� MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL
<br />SEPARATION BETWEEN POTABLE AND NON -POTABLE CONVEYANCE z:;
<br />SYSTEMS. cr
<br />GRAPHIC SCALE
<br />_j
<br />0 10 20 40
<br />6EW%
<br />W
<br />1" 20 FEET
<br />35�
<br />SANITARY SEWER NOTES
<br />j
<br />A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT
<br />A
<br />IS
<br />STANDARDS AND WSD0T/SPWA STANDARD SPECIFICATIONS.
<br />Q
<br />B. NO PART OF THE SANITARY SEWER SYSTEMS SHALL BE COVERED,
<br />CONCEALED OR PUT IN USE UNTIL HAS
<br />IT BEEN TESTED, INSPECTED, AND
<br />APPROVED BY THE CITY INSPECTOR.
<br />90
<br />C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
<br />OIL WATER SEPARATOR #1
<br />FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE
<br />I iRIM:491.90±
<br />AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF
<br />OLDCASTLE 660-SA-6'50 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS
<br />E
<br />7
<br />G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS
<br />CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br />DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL
<br />0-
<br />0
<br />NE
<br />BE ACCESSIBLE AT ALL TIMES. E CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY
<br />A
<br />SEWER MAIN
<br />CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
<br />y
<br />J
<br />((4"1 XISTING 811
<br />_Xe TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />X,
<br />1c, OWS #1 OUTLET
<br />to
<br />-0, X I IE: 487.05 8" (S) �j
<br />D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br />WATER THRUST RESTRAINT NOTE 0'
<br />LOCATE AND COqNECT� �3 EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO
<br />—492
<br />ALL 6" AND 8" PIPES SHALL BE MECHANICALLY RESTRAINED PER
<br />X TO EXIS rING SEWER
<br />STARTING CONSTRUCTION.
<br />rN.
<br />IE: 485A9
<br />EVERETT DESIGN AND CONSTRUCTION STANDARDS CHAPTER 5.
<br />z
<br />C A /I
<br />PVC @ 00%
<br />g�
<br />��19 LF 8'
<br />vqN ------
<br />C,
<br />OWSM11ALt-1-
<br />Ap, I E:'48 22, 8- (z:ivv.y.
<br />'CB#10
<br />7.
<br />THE OUTLET OF CB #10
<br />E
<br />EXISTING FIR
<br />x\
<br />SHALL INCLUDE A
<br />APN 280412000306100
<br />ADJUST RIM TO FG
<br />1 \ NORMALLY CLOSED
<br />_"Si'AH "5111 41-92.19 SHUTOFF VALVE.
<br />REFER-To--SHFET 21'
<br />HYDRANT
<br />A/
<br />A 36119
<br />5,
<br />A.,
<br />\b ---"/c VVI-E
<br />t�M,�,D%ER S
<br />/Z.
<br />%
<br />2)"
<br />LOCATE AND CONNECT
<br />TO EXISTING SEW
<br />ov
<br />ER
<br />I E: 486.77 (N/S)
<br />Vy
<br />M - X
<br />IE: 486.94 (W)
<br />v
<br />rb
<br />ft!
<br />izi6
<br />.14
<br />A\
<br />l< G�
<br />�x
<br />5b
<br />0
<br />1p tR A,
<br />77� 4, 1". 1 111
<br />!"W.V,,
<br />!q` �q,, �-, I j v'A
<br />\QCVA BAC
<br />X
<br />K F L OW /FP, El 4\ MA
<br />% AJ� A,
<br />4 4,
<br />N/COE STID DWG #526.V_(
<br />Cj. I
<br />C6`NTINU/A-H0N P, N
<br />IRRIG�TION RVA "&'0
<br />CAS�E,AT ;IHF INT—X OF--/\
<br />lC4.1 IGATt0`N METER R
<br />7b"fld SIEV�RS
<br />Q 491
<br />/8 R A :1) 1,� C W/ PUNUH�l WAT SERV[6,E\MET It
<br />ER
<br />DOWN 0.80'
<br />10�1�_<A I% ""k
<br />61.
<br />W�4227%,;
<br />1293721 3
<br />CNLE PER CITY GIS 6,, sr) IS),
<br />D
<br />60 LF 6" PVC SDR-35
<br />@ 2.00% 4�
<br />0
<br />F .......... i :
<br />d
<br />0
<br />T_
<br />Y_
<br />'T- uq
<br />5,:
<br />R-�5 @ 2.60
<br />2'
<br />77—
<br />_7 79
<br />J
<br />81,
<br />V4 -11ta IVA
<br />U)
<br />'SEWER
<br />1.23338336
<br /><
<br />0 EXISTING 8"
<br />c/) SEWER MAIN
<br />4-1
<br />3,042 SF
<br />FF: 494.00
<br />35 LF
<br />40,
<br />52 L F ill �14`R�P"N,SERVICE-,,
<br />c, REFER/tO/LAND8 PE PLANS. -DIP
<br />CL5i
<br />4 Ln
<br />8"
<br />C
<br />00
<br />2
<br />00
<br />11_4' GATETUWVE (FL X, M'
<br />X",
<br />Jac T� s-
<br />fl
<br />3
<br />;TALL 6" GAT Mj) , I 1�1 \ \ �', I /
<br />'y Vn \,f I --;f
<br />M__ WIVjq,
<br />F CL 52 \\\
<br />V Tk
<br />44
<br />C)
<br />h,
<br />354
<br />j I-D 19
<br />FIRE DRAN S�MBLY
<br />L �"Y
<br />8" PLU /CAP (FJ)
<br />v
<br />_4'9
<br />"N
<br />j J
<br />jJ14-
<br />_0
<br />7,
<br />V 6�q
<br />A- A 7. __7 __7=______r"
<br />7 LF 8�`61P\01_52 4a5
<br />43
<br />0,
<br />.70' �9
<br />z 4
<br />tR kv,
<br />XISTING 12" WA
<br />��AIN >
<br />X 153 iLF 1-1/2" TYPE "K11
<br />N
<br />LOCATE AND LIVE TAP TO
<br />�i fi�% 4"-
<br />4 RIM: 4q3.17 2 ,
<br />13
<br />C4.?,' IE: 4�88.14 61" (S)
<br />4
<br />33,LF1'6" PVi
<br />MR.
<br />'j�
<br />V/
<br />_7
<br />-A L
<br />4
<br />SSCO#2 15 Oil NP
<br />' ; ENT
<br />RIM: 493.99 EA,
<br />IE: 488.80 6" (E)
<br />UV.
<br />PROPOSED
<br />BUILDING
<br />RAR AND CAP
<br />EXISTING 12" WATER MAIN P
<br />COPPER WATER 8�ERVIC
<br />v
<br />IN
<br />2 E
<br />iI,�: 34.2039.9419
<br />z-1, I - U)
<br />k
<br />k E: 1293702,9
<br />X. P,
<br />WITH 12"X8" TAPPING TEE 923
<br />E*V: 49T01
<br />(FL) AND 8" GATE VALVE (FL)
<br />,dL,
<br />r , I
<br />EL
<br />INSTALL THRUST BLOCK. G
<br />CONNECTION TO THE LIVE MAIN SHALL BE MADE BY THE� COE
<br />N
<br />WATER DEPT CREWS UNDER A SEPARATE UTILITY PERMIT,
<br />NEAT SAW Vla 0.,
<br />CUT LINE. PAVEMENT
<br />k- v PERMIT SHALL BE PAID FOR BY THE OWNER/CONTRACTOR ANJO
<br />(S BASED ON A COST ESTIMATE PREPARED BY THE WATER c')
<br />RESTORATION PER CITY OF
<br />EVERETT STD, DWG 326.
<br />cr)
<br />DEPARTMENT FOR THE COST OF LABOR AND MATERIALS.
<br />UTILITY PERMIT TO BE PURCHASED THROUGH PERMIT
<br />SERVICES, UPON RECEIPT OF PREPARED COST ESTIMATE.
<br />4
<br />�'N
<br />`1514 R 497�0j
<br />\t,l U S- S IM H IM:
<br />A \"3SiMI-11#1513 RIM:49T22
<br />NZI
<br />COC: 491.02
<br />Know whars below. 8" COINIC E—�N
<br />A Pj" F,vc �,i—al-
<br />LADDER SW
<br />Pvc S
<br />I A DDFR `3
<br />Call before you dig.
<br />SSMilp,1338 RIM:4,9&05
<br />C 0 C,: 4 92'. 0 0
<br />8" pVr, j,\jy.j_S
<br />LADDER N
<br />FOUND 1/2" REBAIR
<br />WITI-I FLAGGING de
<br />LOT BOARD
<br />14241 NE WOODINVILLE-DUVALL ROAD, SUITE 135
<br />WOODINVILLE, WA 98072
<br />NINN��
<br />9/15/2020
<br />EM2VIAM
<br />A-- -
<br />Desioned by. Drawn by- �QhqgkAq_ b
<br />TDW1RKJ TDW/TDS BEB
<br />DATE: September 14,2020 FILENAME: Q:\2018\2180309\10-CIV\CAD\2180309-SH-UTIL.dwg
<br />
|