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A PORTION OF THE NW 1/4 OF 11-E SW 1/4 AND A PORTION OF THE SW 1/4 OF THE NW V4 OF SECTION 12,TOWNSHIP 28 NORTH,RANGE 4 EAST,WM-SNOHOMISH COUNTY,WASHINGTON
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<br /> WATER MAN PIPE
<br /> - �T
<br /> (DUCTILE IRONCLASS 52)
<br /> (PER COE STANDARD DETAIL 610 h 611)
<br /> 15"PUBLIC WATER MAIN EASEMENT
<br /> 1-P DOMESTIC WATER PIE
<br /> 2B{YF �w(
<br /> 2
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<br /> RRIGATON ATR PIPE
<br /> y00 LI 8.DI \ \ 0 WATER METER
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<br /> 1 C TJ ---,_ 1 E89850 L �__• OETAIL*5020G/2-INCH DOMESTIC.N PER
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<br /> v 1 30653 '300809 315 IF 6 DI 1 1 26TJ 41 I DDE STANDARD DETAIL 5028)
<br /> 1 I .809,50 Q E89550 O I 1' E B39A2© }lI}-L']N WATER TEE/BEND
<br /> t 1 i 2011 b'O
<br /> i;, I I L j I ----EXSTNG 12-D.I. M GATE VALVE 4Yjj
<br /> d T :.I.
<br /> 3W8.04 •y _ PRESSU AIN. (PER COE STANDARD DETAIL 504) f2 M
<br /> ! 1 ,E 8J8 M O l\ 92 79 I 1. PRESSURE ZONE JIS 1
<br /> T 9.42.1 1 15 LEE'01,
<br /> { FIRE HYDRANT
<br /> """5 )' ^9� .4.BUCJWAIFR,JIAIN.EAS4.00(T.) (PER COE STANDARD DETAIL 50>)
<br /> Ir.,
<br /> ,� IF FIRE DEPARTMENT CQVNECt10N
<br /> " 411 is 8 0 t --I DOUBLE CHECK DETECTOR ASSEMBLY
<br /> ., ® (PER COE STANDARD DETAIL 615) +�, 5,
<br /> IR REDUCED PRESSURE 8ACKFLOW ASSEMBLY m- IG It
<br /> } "-� -LM (PER COE STANDARD DETAIL 518) �j' O
<br /> fI' r I( H'IDSRM10 IlRE REDUCER i'i i
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<br /> t - I E.6 404 I I. KKm F N I co E AIR-VAC ASSEMBLY "^ '
<br /> 0 ),I RM.54378 i I 28 LE r DI -I (PER COE STANDARD DETAIL 5121
<br /> 6:IE 5.130 I (.
<br /> 8 IE 20 036B
<br /> $ I PROPOSED MTORRES
<br /> [, FACILITY I
<br /> 4. ---- . Fft_WS .i- IS.PUBLIC
<br /> WAI-Rqr PJAIN I
<br /> I89£6 Mire SI ' ' WAST0 SIAE �� ji
<br /> I ( yY I ,{R %K y _ CONECT m EXISTING WATER MAIN E I ; 1-12"XB-NET TAP(FL)0 I B- ATE REIN(rt.MJ) t -
<br /> 1 I RIM E 5 590 N:2887.18 NE69920 I I ,�`- ( )
<br /> CITY OF EVERETT CREW TO PERFORM WET TAP P�1
<br /> c 1 ( 5'IE 532,28 k.'1'!' "7
<br /> 6]22O (I __7.474.7.=. W II O THRUST RESTRAINT PER COE STANDARDS
<br /> { TF 6IM-30.07 I 'V; 8-TEE(MJ)
<br /> R, 1.,( 6"IE 839.28 6'IE 539.0) �I (1 �f � - -
<br /> ' 1 3 I $ 1-6-G'A'TE.
<br /> 6'TEE(MJxFL)
<br /> I l 1 90 LI 6-DI 4 I ,O 0 N:253k4'
<br /> 1 61 UM. SO LF 2-CP I bl Eel ' 0 I-UREA RESTRAINTPERCOE STANDARDS ■■
<br /> PVC O t OOR 1 I 26 IF e'DI 4
<br /> I 1 •( I I: - - I O 1-FIRE HYDRANT ASSEMBLY PER CITY
<br /> I 1 "'MIL
<br /> ,,3�Tp8SOSHg�w K �,y1 . 1 1 VIRE
<br /> Sm DETAIL SD7 16
<br /> <a-.. E/D6I m'."--`-s VE2Js�&58 E,..57.36^- 6'•SIDE SLIER OS 18-GlEVPLVE(FUM)) ' }
<br /> i 1 ,I CONNECT TO EXISTING SANITARY SEWER MAIN. 2]299 >\ �/ 9;Sj1V ■ CONNECTION.TYPE-C- TIRUST RESIRAYTT PER COE STANDARDS
<br /> ( T WNIRACTPR OR VERIFY EXISTING SENT R MAN �E 53009 �i'7 PER Sm.DETAIL 602 1-12-x2-SEANCE SADDLE v-10
<br /> 7 _ 1 I LOCATIW PRIOR TO CONSTRUCTION OE ANT CONNECT • 3 -• - I / $8 8,Al !• 6 IE 58053 O6 1-2-GALE VALVE(RSGWj �' V
<br /> { I 1 PORTON OF PROPOSED SEWER MM TENSION BUILDING.SEELI
<br /> ND NOTIFY ENGINEER OF ANY OSCEP CES MEP LAMA FOR - y�- ^�N SSW-3 49 LF 6- PER GTY OF EVTRETE Sm DETAIL 514
<br /> 1 8 IE 532.5a CON NI TON 7. 6 DI A„ m J.N 2d4822 r PVC F 2.01R
<br /> /' I ' E 331 79 - I -8'90'BEND(MJ)
<br /> } A I 823 NPR524 1 7 3 RIM $8187
<br /> 0 THRUST RES17 II PER C.STANDARDS
<br /> E692]9
<br /> ',4,,,,,,,,-.<4
<br /> ,,}}ppqq ,may # ` IE 980.5
<br /> y k "%C 475:59` 3 ll_E,;,23.71 I T {',,,,'s O, 8? TIRUST RESTRAINT PER CE STANDARDS
<br /> 01 �I- .._ I $ 0 1-e'n xs servo(Ma)
<br /> 34(35masa ,-.• N 268411/� I '2431.2)9
<br /> b ] �. (1R� `II E t]i s4 1'.l E.43399 1-6.90'BEND(MJ) TQI-
<br /> v E 46 43 1, �'
<br /> • -' - :2413.94 a THRUST RESTRAINT PER COE STANDARDS ;T
<br /> R _• . l.- 20 lF 6'DI v a • I P 0 438.94 O1 lO0 R-FIRE DEPARTMENT CONNECTION ASSEMBLY O(._l Q�N 2
<br /> N 62 EF.B DI :3008.100 207 V 8-DI/y!2]99.8] �R® A P RELOCATE EMSTNG -01Or'''(TTARS�lEE1. I i.. .�4
<br /> E454:46 `J E.438.$s /qJ 2)38. 0 I
<br /> ---- - --- 11 E438.95 64615560..29LFB-'DI 181-''' AS SEM HBLYTOTNEST. PER DETAIL 514
<br /> ' —————————— 10T 1T 6.O IT- -- -- --.��---- ; :CONNECT TO EASING ,-1-IRRIGATION METER
<br /> O2723 24 2892.) 33 LP e'DI —- 6-DL PND IXTEND REDUCED PRESSURE BAGtFL0
<br /> E 463.55 39 IF 6.01 E438.95 LJ NOPTM AS REWIRED. 0 ASSEMBLY PER Ctt SI EY2RETT
<br /> ON21642 oE05]16 SIDDEM_5020 B 518
<br /> E 438.98
<br /> 1-8'DOUBLE CNECK DETECTOR VALVE
<br /> sn
<br /> ION ASSEMBLY PER CITY O•EVERETT Sm. U
<br /> DETAIL 515
<br /> O1-2'METER PER Gtt OF EVERETT
<br /> Sm DETAIL 5028
<br /> CITY OF EVERETT WATER NOTES CRY OF EVERETT SANITARY SEWER NOTES W Z
<br /> I-1-AIR-VAC ASSEMBLY
<br /> A NARO CONNECTION TO THE EXISTING MAIN$MLL BE ALLOWED EXCEPT BT MEANS OF A. ALL WORK AND MATERIALS SHALL CONFORM TO THE GTT OF EVERETT 0 I-8-R6-REDUCER(MJ) M 4 Q
<br /> ^' PPROVED BACKFLOW PREVENTIOR DUNCE PRIOR TO SATISFACTORY LU9HING. STANDARDS AND WSOOT/APWA STANDARD SPECIFICATIONS. PER Cltt OF ENRETT Sm.DETAIL 512 Q g r T a
<br /> i TESTING.DISINFECTION.AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST O EVERETT STD.RPER DETNL CITY
<br /> 5028 EB}l1 F
<br /> RESULTS. B.NO PART OF TIE SANITARY SEWER SYSTEM SHALL BE COVERED.CONCEA.0 6 L
<br /> OR PUT INTO USE UNTIL IT HAS BEEN TESTED.INSPECTED,AND APPROVED 8T (n 6:
<br /> B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WLL BE MADE BY THE Gtt THE Gtt INSPECTOR. W
<br /> XCEPARTMOR ONE 000!AEN AT!EAST SSBUSIN 55 GAYS NOTICE FOREEACH
<br /> z� ONECTW.THE Cltt UlMTES DEPARTMENT SHALL TIREREAFTER DETERMINE THE C. APPft0%IYAIE LOCATIONS a EXISTING UTILITIES HAVE BEEN OBTAINED ICOM J
<br /> y DATE AND TME AT WHICH THE CONNECTION SHALL BE MADE ANN AN E RECORDS AND ARE VERIFICATION
<br /> FOR F LCANS. D CONTRACTOR O
<br /> 0 SHALL BE AND 0 DT FOR SHOINTON OF OREDIILOCATIONS AND TO AVOID
<br /> G ALL WORK AND MATERIALS MUST CONFORM TO MY M EVERETT STARKOIVIS. DAMAGE TO ANY MORONAL UTILITIES NOT SHOWN.IF CONFLICTS NTH
<br /> EXISTING UTILITIES ARISE WRING CONSTRUCTION.THE CONTRACTOR SHALL
<br /> D. A PRE-CONSTRUCTION MEETING SHA BE HELD NIM THE CITY PRIOR TO mE
<br /> NOTIFY THE PUBLIC11WORKS INSPECTOR11 ANO ANY CHANGES REWIRED SHALL BE
<br /> W START U CONSTRUCTION.THE GOY OF EVERETT ENGINEERING DEPARTMENT CONSTRUE BY THE CITY PROJECT PRIOR m COMMENCEMENT OF RELATED
<br /> CONSTRUCTIOR DINSYW MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION ON ME PROJECT M
<br /> CWMENCENFNT OF CONSTRUCTION. D. ALL SEWER MAN EXTENSIONS MTHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br /> i E. THE DEVELOPER OR NE DEVELOPER'S AUTHORIZED AGENT SHALL NODE{THE CITY STARING CONSTRUCTIONTS MUST BE . BY SURVEY FOR UNE AND ERASE PRIOR TO
<br /> LmES DEPARTMENT OFA PERSON NHO CAN BE CONTACTED REGARDING
<br /> .. PROBLEMS DURING CONSIRUCTICN ON A 24 HOUR BA515 0
<br /> I: F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND IB INCHES VERTICAL
<br /> wi SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS
<br /> m G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY Ott UTILITIES
<br /> DEPARTMENT PERSONNEL ONALL VALVES NEW AND EXISTING.SHALL BE
<br /> CCESSIB E AT A TIMESC-3A
<br /> SONLY
<br /> Know what's below.
<br /> Call before you cos
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