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SW 1 /4, SW 1 /4 SECTION 8; NW 1 /4, NW 1 /4 SECTION 1 7; NE 1 /4, NE 1 /4 SECTION 1 8; ALL IN TOWNSHIP 28 N, RANGE 5 E, W.M.
<br /> LEGEND CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> • SOL BOLLARD T-1 TEB TELEPHONE BOX
<br /> ❑ CB A CATCH BASIN TYPE A ( TER TELEPHONE RISER
<br /> CLF CHAINLINK FENCE ❑S TSB TRAFFIC SIGNAL BOX
<br /> CONC CONCRETE TSF TRANSFORMER
<br /> CDR CORNER ®TSR TRAFFIC SIGNAL RISER
<br /> O CB 2 CATCH BASIN TYPE 2 © TVR CABLE TV RISER
<br /> E EB ELECTRIC BOX �UP UTILITY POLE NOTES: 0 10 20 40 60
<br /> Q EL CDT ELECTRIC CONDUIT © VLP POWER VAULT 1. COMPACTION FOR ALL TRENCHES SHALL BE PER COE STD.DWG.No. SCALE: 1"=20'
<br /> EP EDGE OF PAVEMENT ® WM WATER METER 615.
<br /> FH FIRE HYDRANT O WSP WATER SPIGOT 2. FOR TYPICAL TRENCH SECTION,SEE COE SANITARY SEWER STD.DWG. LEGEND
<br /> FNC FENCE A WTF- GOLDSMITH SURVEY CONTROL POINT No.610.
<br /> 3. FOR SIDE SEWER CONNECTION TO NEW SSMH,SEE COE SMH SANITARY SEWER MANHOLE PER
<br /> END FOUND D4 WV WATER VALVE STD.DWG.No.601. GENERAL NOTES AND CONSTRUCTION NOTES
<br /> COE STD.DWG.605A
<br /> �O GM GAS METER ® YD YARD DRAIN ARE PROVIDED FOR CONTRACTOR.
<br /> GV GAS VALVE E UNDERGROUND POWER LINE 4. CONTRACTOR SHALL PROVIDE 1"WATER SERVICE LINE,AS NECESSARY, SS NEW SIDE SEWER LINE
<br /> n IBX IRRIGATION BOX G GAS LINE TO EACH YARD HYDRANT SHOWN ON THIS SHEET. W NEW WATER MAIN
<br /> 5. CONTRACTOR SHALL PROVIDE 1"DOMESTIC WATER SERVICE FROM THE
<br /> LP LIGHT POLE CHU— OVERHEAD POWER LINE EX.WATER METER TO THE PROPOSED BUILDING. ® ULTRA BLOCK RETAINING WALL
<br /> 0 MB MAILBOX SD— STORM LINE 6. CONTRACTOR SHALL PROVIDE SURFACE RESTORATION(INCLUDING FIRE DEPARTMENT CONNECTION(FDC)
<br /> MON MONUMENT SS— SANITARY SEWER LINE ABOVE GROUND IMPROVEMENTS AND UNDERGROUND UTILITIES)WITHIN Ah POST INDICATOR VALVE(PIV)
<br /> PLA PLANTER T TELEPHONE LINE R-O-W TO MATCH EXISTING CONDITIONS.
<br /> YARD HYDRANT(YH)MOUNTED
<br /> WITH A TREATED 4"X4"POST
<br /> O RCF REBAR&CAP FOUND X FENCE LINE
<br /> AT 48"AFG.(TYP.)
<br /> 0 SGN SIGN
<br /> O SMH SANITARY SEWER MANHOLE
<br /> '+�
<br /> C)S'TN
<br /> 6"WET TAP
<br /> TI-- ------- —-—-—
<br /> \ EX.WATERMAIN BROADWAYONTO
<br /> ---_—_—_—_—_—_— � EX.WAT
<br /> -—-—-—-—-—-—-—-—-—-=\\—-—-—-—- -—-—-—-—- =-—-—-—----- - --------------------
<br /> SEE i
<br /> FDC(TO BE INSTALLED NOTE NO.6 FOR �-pfr._�--—-—-—-—-—_—_—_—_—_
<br /> SURFACE RESTORATION
<br /> MINIMUM T CLEAR OF ( ..:_:__: _'•
<br /> THE EX.FIRE HYDRANT) 6"DOUBLE CHECK DETECTOR oyoss\ WALj r-- --- 1
<br /> /JJ USE EX.WM FOR DOMESTIC WATER' VALVE ASSEMBLY PER COE STD. \ FfcFS RtArr Rrrfcl+rr,- J
<br /> .--
<br /> SERVICE AND ROUTE 1"DOMESTIC DWG NO 515 \ l 1
<br /> H WATER SERVICE TO THE PROPOSED �..-_,:_ L._ , _ - \
<br /> +
<br /> BUILDING AS NECESSARY. F �Bt D( _
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<br /> - - - -- _. --. - - _ .� - -'- _..._- . ---...- --- ---- _..
<br /> --- - v_ i — PRO ECT BOUNDARY TYP. 'r- 5l'r,tr N ._ _-___... .,,. Lp
<br /> 3 E 4Rd,92 p .i? -..,>.�.�. .�_—....-. _ PP i _ J ( ) + ;GN \SGN /SH r. _m-,
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<br /> 150LF6'FIR /Et- --- ----- -
<br /> --` °
<br /> ' ----- ) - -SERVICE LINE - -- ryt" —? s q -
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<br /> KEEP EX.SSMH,AS _ --- - I'm
<br /> NEW CONNECTION ISEms`.,. J I"• - - �` -- 70v R t-✓ \van
<br /> BEING MADE FOR NEW _ /' i ;._,P I_ -- - KEYSTONE° £' a
<br /> SIDE SEWER SERVICE
<br /> .r
<br /> CAP AND REMOVE EA,
<br /> i
<br /> \ , SANITARY SEWER AS
<br /> \ NECESSARY \ Riot"(r)Cs j - - 68 LF 8"SS PVC @ S=0.5% �r
<br /> � CAP&ABANDO EX. � 437
<br /> SANITARY SEWER -. F - I 1 q32
<br /> ATER PtRtr`
<br /> = - t //
<br /> \ qq0 1 -6"90°BEND(MJ) ; s NP'4 8"SEWER IE=431.4 lh
<br /> g0 ppti '� = ✓� f,s \`\1 -CONC.THRUST BE. ` ./ ?o 12"STORM TOP=429.3 - -�
<br /> \ _ VERT.CLEARANCE 2.0'
<br /> P!rTEO I 'I I 92g
<br /> SO Gb 41NE SO _
<br /> \ sn WATER NEW 48"SSMH III�j -REMOVE THE CONE SECTION OF MH r
<br /> \ ABANDON SSMH IN PLACE FILLING W/SAND `` 'A RIM 436.7
<br /> \ \ 1 -6"90°BEND(MJ)
<br /> C� � IE8"431.1±
<br /> :,""UP TO REMAINING MH STRUCTURE % `- Tc - 1 -CONC.THRUST BL H p- m R3
<br /> (NEW R MAI
<br /> � `'I�IF,.�. N SEWE
<br /> SERV ' FIRE t j O
<br /> " SERVICE LINE
<br /> SsdN i ...
<br /> ABANDON EX. \ ' I !
<br /> r 99 LF 6"SS w/2.0% I o
<br /> \ / SANITARY o :at SERVICE
<br /> WALL MOUNTED WIV PIV i. MIN.SLOPE AWAY I p
<br /> ✓' � SEWER-IN-PLACE / .�'F LINES r t
<br /> \ FOR OUTSIDE SHUTOFF \ISER ROOM FROM BUILDING
<br /> R -- sD - sD
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<br /> ��`' Wit' �. 1� 2'G`
<br /> I ; k i 1<2 I -- '
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<br /> 6"SIDI SEWER SERVICE rGvKU111G! I'
<br /> PROPOSED BUILDINGS CONNECTION SIDE SEWER
<br /> I
<br /> Sk(ARAr R-."5 '1;� --/ CLEANOUTof
<br /> �i FF = 4 3 8.5 \ PER COE STD' . + ---------------------------------- ----_----------------------- -
<br /> ...�;.
<br /> ti Fa DWG.No.604 I�
<br /> 1 yr 1
<br /> \-- \ ( �- 2 -Rim= APPROX.LOCATION OF
<br /> „�-✓� YARD HYDRANT(TYPO
<br /> \ PROPOSED
<br /> E ION
<br /> W T/DETENT
<br /> VAULT
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<br /> �J— /// -II� 420 PU I SERVI
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<br /> —.__ —�.. — — �,.,�--'r� _t' / URUC WORKS.
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<br /> 1 a ROJECT BOUNDARY — — DEPARTMENT
<br /> IS'--'p (TYP.) _' _
<br /> — Q
<br /> ANI'ECONSTRUCPIONRON P THIS
<br /> CITY NGINEER PROJECT,STARTMO APPROVAL FOR THIS PROJECT IS
<br /> CONDITIONAL URRENT STANDARDS +
<br /> Know what's below. ' rl AND EXPIRES UN"_ESSPERMR'
<br /> Call before you dig, \ \ I—r FOR CONSTRU TI N HAS BEEN ISSUED
<br /> REV NO. DATE DESCRIPTION MADEBY CHECKED PLOTTED: 2015/08/0411:12 SKIM KEVIN&RENE MULVANEY JOB NO. 14114
<br /> Yfi e
<br /> 2-12-15 PERMIT SUBMITTAL EM UN DRAWN: O EAa ,S SHEET
<br /> F
<br /> ' 1 3-2-15 BID SET BE SK APPROVED: 'ti� �1/A� r"P y O O �
<br /> WATER AND SANITARY SEWER PLAN
<br /> 2 6-19-15 REVISED CONSTRUCTION PLANS MB SK FIELD BOOK: ,,
<br /> GOLDSMITH 3 7-23-15 REVISED PERCITY'S COMMENTS,DATED 7/8/15 MB SK FOR C
<br /> 4 8-4-15 REVISED PER CITY'S COMMENTS,DATED 813/15 MB SK q R seven�9 ,°� ae I
<br /> LAND DEVELOPMENT SERVICES vyGy{ G +� EVERETT STORAGE PROJECT
<br /> ONAL E \� �NAL E�
<br /> 1215 114th Ave SE,Bellevue,WA98004 POB-3565,Bellevue,WA98009 M:\ACAD\PLATS\l4\14114\CONSTRUCTION SET\14114501.OwC �� 8407 BROADWAY,CITY OF EVERETT SNOHOMISH COUNTY,WASHINGTON
<br /> T 425 162 1080 F 425 462 7719 vvww.goldsmithengineering.com
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