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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 18; ALL IN TOWNSHIP 28 N, RANGE 5 E, W.M.
<br /> CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> LEGEND
<br /> LEGEND
<br /> • SOL BOLLARD OT TEB TELEPHONE BOX
<br /> ❑ CB A CATCH BASIN TYPE A QT TER TELEPHONE RISER STORM DRAINAGE NOTES
<br /> CB A CATCH BASIN TYPE A(PER COE STD.DWG.402)
<br /> CLF CHAINLINK FENCE ❑S TSB TRAFFIC SIGNAL BOX CB 2 CATCH BASIN TYPE 2(PER COE STD.DWG.404)
<br /> CONC CONCRETE TSF TRANSFORMER 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE
<br /> COR CORNER ®TSR TRAFFIC SIGNAL RISER UNTIL IT HAS BEEN INSPECTED,TESTED,AND ACCEPTED BY THE CITY OF EVERETT. SMH SANITARY SEWER MANHOLE
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<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND 10 20 40 60 DIRECTION OF FLOW
<br /> Q CB 2 CATCH BASIN TYPE 2 © TVR CABLE TV RISER SCALE: 1 20 SD- NEW STORM LINE
<br /> STANDARD SPECIFICATIONS OF WSDOT/APWA.
<br /> = -
<br /> ❑E EB ELECTRIC BOX -0•-UP UTILITY POLE 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE -SS- NEW SIDE SEWER LINE
<br /> Q EL CDT ELECTRIC CONDUIT © VLP POWER VAULT RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE
<br /> EP EDGE OF PAVEMENT ® wM WATER METER FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES -w NEW WATER MAIN
<br /> ULTRABLOCK WALL
<br /> FH FIRE HYDRANT 0 WSP WATER SPIGOT SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE ®
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED EARTHWORK QUANTITIES: FIRE DEPARTMENT CONNECTION(FDC)
<br /> FNC FENCE WTF- GOLDSMITH SURVEY CONTROL POINT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR COMMENCEMENT OF RELATED POST INDICATOR VALVE(PIV)
<br /> FND FOUND D4 WV WATER VALVE CONSTRUCTION ON THE PROJECT. FLOW PATH W/DIRECTION
<br /> ,-
<br /> o❑ GM GAS METER ® YD YARD DRAIN 4• ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUCH BE CUT: 499 CY -
<br /> STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. •SDCO STORM DRAIN CLEANOUT
<br /> GV GAS VALVE E UNDERGROUND POWER LINE S. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO FILL: 5,685 CY -RD ROOF DRAIN(6"0)
<br /> IBX IRRIGATION BOX -G GAS LINE STREAM,LAKE,RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE FOR FOOTING DRAIN(6"0)
<br /> _
<br /> LP LIGHT POLE -CHU- OVERHEAD POWER LINE THE PROJECT. N ET: 5,186 CY (FILL) --FD---
<br /> [] MB MAILBOX SD- STORM LINE
<br /> MON MONUMENT _SS- SANITARY SEWER LINE
<br /> PLA PLANTER T TELEPHONE LINE
<br /> O RCF REBAR&CAP FOUND -X FENCE LINE
<br /> El SGN SIGN
<br /> O SMH SANITARY SEWER MANHOLE
<br /> SMH
<br /> 171M=44.3.73
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<br /> CONTRACTOR SHALL ASSUME \� BROADWAY ------_J RIGHT IN/RIGHT OUT
<br /> FOR FRONTAGE IMPROVEMENTS H/C ACCESS FROM \ CROSS WALK- cB q
<br /> BURIED CONCRETE ROADWAY 8" PEDESTRIAN RArrrNc- C_ J M.4ilo6' ONLY ENTRANCE
<br /> INCLUDING UTILITY RELOCATIONS, BROADWAY TO PROP.
<br /> THICK WITHIN THE VACATED C.: i E r^"(N) 4s3.Ds
<br /> SEE SHEET C-9 PAVING PLAN BUILDING \ fE rz"(S 4Ji,36'
<br /> EASEMENT FOR REMOVAL PURPOSES. CB A f_ I PE%ESrRIAN RAXWr
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<br /> FF 438.5 TEB„ ..qd'` IE 1z"428.1 (w) 27.A FD
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<br /> -�' I FLOW CONTROL STRUCTURE
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<br /> ,(' 1 P SEE SHEET C-6A FOR DETAILSA k
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<br /> ._ - I V MAX UN:EADABLE
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<br /> 15. �I �A3 \' � r /''/"' J"ULTRA BLOCK J CONNECT FOOTING DRAIN ~Jr' 20 LF
<br /> S=O.5 M N. R M OZTYP.) VAULT WILL BE-EXPOSED n;
<br /> 0 u WALL(TYP.) EXIOSTIING CBRETAINING WALL TO ' ! EX.CB AT `' I_ u 8ERWC PUBLIC WORKS
<br /> > r 1. CONNECT TO IE419.5±
<br /> Know what's IJ@IOW. �� ERO 1 N SEE EET C- I DEPARTMENT
<br /> CaI I before you dig. 22 LF 6 SD SEE SHEET C-6A IE 6 419.3± F E lON 8 BLIC WORKS PERMIT IS REQUIREDPRIOR
<br /> PVC @ S=1.0% FOR SECTION C-C NDINEER PROJECT.IAPPROVAL FORNG ANY THIS 10 ROJECTN ON HIS
<br /> REV NO. DATE DESCRIPTION MADEBY CHECKED PLOTTED: 2015/08/0411:04 SKIM KEVIN& RENE MULVANEY AND EXPIRE QNI_P.�SPERM17
<br /> 2-12-I 5 PERMIT SUBMITTAL EM SK DRAWN: EMALM �� o L''tVsr� `R T 3 f
<br /> 1 3-2-15 BID SET BE SK APPROVED: LNYQUIST �� f,,�•..�Lp
<br /> GRADING AND DRAINAGE PLAN
<br /> 2 6-19-15 REVISED CONSTRUCTION PLANS MB SK FIELD BOOK: 1978/38 � a x
<br /> GOLDSMITH 3 7-23-15 REVISED PER CITY'S COMMENTS,DATED 7/8/1 S MB SK /re A FOR C_5
<br /> 4 8-4-15 REVISED PER CITY'S COMMENTS,DATED 8/3115 MB SK o�rP �G 4'o cts•e84�t{ ��� EVERETT STORAGE PROJECT
<br /> LAND DEVELOPMENT SERVICES ONAL I� ANAL EN L�!
<br /> 1215 114thAveSE,Bellevue,WA98004 I PO Box3565,Bellevue,WA98009 M:\ACAD\PLATS\14\14114\CONSTRUCTION SET\14114PO2.DWG 0� y 8407 BROADWAY,CITY OF EVERETT SNOHOMISH COUNTY,WASHINGTON
<br /> T 425 462 1080 F 425 462 7719 www.goldsmithengineering.com
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