|
S
<br />'0,900J 9p�
<br />8� Sys
<br />2S2ocTq�,
<br />�S
<br />CB T-2 RIM=548.12'
<br />IE=542.49' (30 CONC E)
<br />IE=542.57' (30" CONC W)
<br />SDMH RIM=548.55'
<br />30" CONC N,S IN
<br />30" CONC W OUT
<br />/ IE CTR CHNL=540.90'
<br />CB T- I RIM=547.81 '
<br />/ IE=544.86' (12" PVC N)
<br />IE=544.86' (12" PVC S) Mgr
<br />IE=544.86' (12" PVC E)
<br />r
<br />r
<br />POWEVA U
<br />/
<br />/ ~� S0
<br />i
<br />W _
<br />BAI /
<br />rnnnrn DE -DAD D. /`AD
<br />RIM=546.2I '
<br />IE=542,81' (78" CONC S)
<br />COULD NOT LOCAT OTHER END
<br />Know whafs below.
<br />Call before you dig.
<br />UTILITYCONFLICTNOTL:-
<br />CATION• - ----- --
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />/ S W 1/4, NW 114, SEC 24, T.24N., R.04E., W.M.
<br />SNOHOMISH COUNTY, WASHINGTON
<br />1 SDMH T-2
<br />RIM 0'
<br />IE=543�43.95 95' (30" CONC N & S)
<br />6)
<br />6) /
<br />1 , / CB T-1 RIM=550.16'
<br />IE=547.57' (S)
<br />POWER
<br />VAULT SDMH T-2
<br />/ RIM=550.14'
<br />IE=543.14' (30" CONC N & S)
<br />IE=546.29' (8" PVC NW)
<br />ti �IE=546.29' (12" PVC W) \
<br />'4
<br />SETBACK
<br />26'_0 "
<br />28'--0 "
<br />F
<br />4�
<br />�a �r
<br />28' I <
<br />D
<br />C�ULD N(
<br />0
<br />CB T \ C
<br />RIM=
<br />IEo .73 (24"
<br />IEzE 8' (24"
<br />F W 6„
<br />W
<br />4=5 0.
<br />UN NOW
<br />1
<br />Ssa
<br />163'_3»
<br />�1 Q� EQ, ASE
<br />CB#2 `
<br />TYPE-1
<br />RIM: 550.80
<br />IE: 546.74 (NW E)
<br />PER COE STD DWG #404
<br />6" CONC WALL
<br />W/6' CHAINLINK FENCE
<br />W/BARB WIRE TOP
<br />L 2" COMPACTED DEPTH CLASS B ASPHALT
<br />_- 4" COMPACTED DEPTH CR. SURFACE----_
<br />TOP COURSE
<br />6" COMPACTED DEPTH GRAVEL BORROW
<br />1 TYPICAL PA VING SECTION
<br />NOT TB SCAM -REF CIIISTD 3=5-.2- - - - - - - --
<br />q�N411vk FENCE S54
<br />TACK \ \ VVIKL iur
<br />"KNA 11033" \
<br />\ 15' WATER EASEMENT
<br />AF#9007060231
<br />1
<br />2-__-PERFORM
<br />763NOT TO SCALE
<br />Tn9)Cn11 nip m/ r
<br />I
<br />WATER MAIN SYSTEM CONSTR UCTION NOTES:
<br />1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER SHALL ARRANGE A PRE -CONSTRUCTION
<br />CONFERENCE WITH THE MUKILTEO WATER DISTRICT. THE DEVELOPER AND PROPOSED ON -SITE
<br />SUPERVISORS SHALL ATTEND.
<br />2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION, INCLUDING
<br />-- ADDENDA AND UPDATES, OF THE MUKILTEO WATER DISTRICT DEVELOPER STANDARDS. CONTRACTOR TO
<br />HAVE MUKILTEO WATER DISTRICT STANDARDS ON JOB SITE.
<br />3. AN APPROVED AND DISTRICT SIGNED COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER
<br />CONSTRUCTION IS IN PROGRESS
<br />4. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED
<br />PLANS. ANY DEVIATION FROM THE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER,
<br />DISTRICT AND APPROPRIATE PUBLIC AGENCIES.
<br />5. NOTIFY THE DISTRICT 72 HOURS (3 WORKING DAYS) PRIOR TO BEGINNING CONSTRUCTION AND FOR
<br />ANY RESTARTS OF WORK.
<br />I 6. THE DISTRICT SHALL BE NOTIFIED THREE WORKING DAYS PRIOR TO THE TIME THE DEVELOPER WOULD
<br />LIKE TO CONNECT TO EXISTING MAINS OR FOR INSTALLATION OF TAPPING TEES. THE CONNECTION
<br />SHALL BE DONE IN ACCORDANCE WITH DISTRICT REQUIREMENTS. DEVELOPER SHALL NOT OPERATE
<br />SCALE. 1 vo = 30' ANY DISTRICT VALVES; THESE WILL BE OPERATED BY WATER DISTRICT PERSONNEL ONLY.
<br />7. FOR AID IN UTILITY LOCATION, CALL 1-800-424-5555, A MINIMUM OF 48 HOURS (2 WORKING
<br />DAYS) PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL
<br />I 30' 15' 0 30' 60' BE LOCATED PRIOR TO CONSTRUCTION, SO AS TO AVOID DAMAGE OR DISTURBANCE, AND THE
<br />DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT,
<br />MAINTAIN AND REPAIR, WHERE NECESSARY
<br />8. WATER LINE CONSTRUCTION WITHIN THE PROPOSED DEVELOPMENT SHALL NOT COMMENCE UNTIL THE
<br />STREET HAS BEEN BROUGHT TO SUB -GRADE, MEETING MUKILTEO WATER DISTRICT APPROVAL.
<br />9. WATER MAIN SHALL BE FIELD STAKED PRIOR TO CONSTRUCTION, WITH 25' STAKES ON CURVES. LOT
<br />CORNER STAKES SHALL ALSO BE IN PLACE PRIOR TO CONSTRUCTION,
<br />I 10. PIPE SHALL BE DUCTILE IRON, AWWA CLASS 52 THICKNESS, WITH RUBBER GASKETS, PUSH -ON TYPE,
<br />OR MECHANICAL JOINT, MEETING AWWA SPECIFICATIONS. FITTINGS SHALL BE AWWA, CEMENT LINED,
<br />DUCTILE IRON, AND EITHER MECHANICAL JOINT OR FLANGED, AS INDICATED HEREIN.
<br />11, UNLESS OTHERWISE SPECIFIED VALVES 12" AND SMALLER SHALL BE DUCTILE IRON RESILIENT SEATED
<br />GATE VALVES: ACCEPTABLE VALVES ARE MUELLER, CLOW, M&H, U.S. PIPE AND AMERICAN FLOW
<br />CONTROL, SERIES 2500. VALVES LARGER THAN 12" SHALL BE DUCTILE IRON BUTTERFLY VALVES;
<br />ACCEPTABLE VALVES ARE PRATT GROUNDHOG, DRESSER 450 AND MUELLER LINESEAL III.
<br />12.
<br />ALL WATER WORKS FITTINGS AND BOLTED ASSEMBLIES SHALL BE COMPLETELY COVERED WITH
<br />VISQUEEN PLASTIC, 4 MIL. THE END OF THE PLASTIC SHALL BE TAPED TO SECURE THEM TO THE
<br />FOUND REBAR & CAP
<br />PIPE
<br />IS 9435"
<br />13.
<br />HYDRANTS SHALL BE MUELLER CENTURION A-423, CLOW MEDALLION, OR DRESSER RELIANT 929
<br />MEETING AWWA SPECIFICATIONS. HYDRANTS SHALL BE FURNISHED WITH THREADED OUTLETS, MEETING
<br />FIRE DISTRICT/DEPARTMENT STANDARDS. BOTH THRUST BLOCKING AND MEGA LUGS RESTRAINTS ARE
<br />REQUIRED ON EACH HYDRANT INSTALLATION. HYDRANTS WITHIN THE CITY OF MUKILTEO FIRE SERVICE
<br />AREA AND FIRE DISTRICT #1 SHALL BE EQUIPPED WITH 4-INCH STORZ ADAPTERS, ALL OTHER
<br />HYDRANTS SHALL UTILIZE A 5-INCH STORZ ADAPTER. ALL HYDRANTS SHALL HAVE A 4 X" NST
<br />THREADS ON PUMPER PORT
<br />74.
<br />PROVIDE THRUST BLOCKING AND/OR RESTRAINED JOINTS AT ALL FITTINGS AND BENDS AND
<br />UP -THRUST FITTINGS, IN ACCORDANCE WITH DISTRICT STANDARDS, CONDITIONS AND SPECIFICATIONS.
<br />15.
<br />ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH
<br />THE APPROPRIATE SUBSECTIONS OF THE SPECIFICATIONS OF THE DISTRICT. NO CONNECTION SHALL
<br />BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAINS UNTIL THE NEW PIPING HAS BEEN
<br />FLUSHED, DISINFECTED, TESTED AND RECEIVED SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />16.
<br />INDIVIDUAL WATER SERVICES TO THE PROPERTY LINE SHALL BE 1 " DIAMETER MINIMUM SIZE AND BE
<br />INSTALLED WITH 36" MINIMUM COVER. -
<br />17.
<br />BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ON ALL RESIDENTIAL FIRE SPRINKLER
<br />SYSTEMS AND LOCATED IMMEDIATELY BEHIND THE WATER METER ON THE PROPERTY SIDE.
<br />18.
<br />ALL COMMERCIAL, MULTI -FAMILY, INDUSTRIAL AND IRRIGATION SERVICES SHALL INCLUDE A DOH
<br />f INLINK FENCE
<br />APPROVED BACKFLOW PREVENTION ASSEMBLY LOCATED ON THE PROPERTY SIDE OF THE WATER
<br />METER. ALTERNATE LOCATIONS MAY BE ACCEPTABLE UPON APPROVAL BY MUKILTEO WATER DISTRICT.
<br />STRUCTURES REQUIRING FIRE SPRINKLER SYSTEM SHALL HAVE AT LEAST ONE BACKFLOW PREVENTION
<br />KEYSTONE
<br />ASSEMBLY PER EACH STRUCTURE, PROTECTING THE POTABLE WATER SYSTEM FROM THE FIRE
<br />SYSTEM.. THE BACKFLOW PREVENTION ASSEMBLY SHALL BE LOCATED IN A FLOOD PROOF VAULT OR
<br />SERVICE BOX, DEPENDING ON SIZE, OUTSIDE THE STRUCTURE IN A LOCATION APPROVED BY THE
<br />MUKILTEO WATER DISTRICT,
<br />19.
<br />WHERE ROAD GRADES ARE ESTABLISHED, PROVIDE A MINIMUM OF 48" COVER OVER 12" OR LARGER
<br />WATER MAINS, AND PROVIDE A MINIMUM OF 42" COVER OVER 8" MAINS; OR ADDITIONAL DEPTH AS
<br />REQUIRED TO MISS OTHER UTILITIES.
<br />20.
<br />WATER MAINS CONSTRUCTED WITHIN EASEMENTS OR PRIVATE ROADS SHALL BE INSTALLED WITH
<br />POLYETHYLENE ENCASEMENT RESTRAINED JOINTS AND WITH A 5'-0" MINIMUM COVER. DURING
<br />BACKFILL OPERATIONS, FURNISH AND INSTALL 3" WIDE METALLIC MARKER TAPE WITH 3 FEET OF
<br />COVER OVER WATER MAIN:
<br />21.
<br />MINIMUM RADIUS FOR 12" AND SMALLER PIPELINES CONSTRUCTED ON CURVES (4 DEGREE
<br />DEFLECTION PER JOINT) IS 258 FEET
<br />22.
<br />COMPACTION: ALL TRENCH BACKFILL AND ROADWAY EMBANKMENT SHALL BE COMPACTED TO 95% OF
<br />MODIFIED PROCTOR DRY MAXIMUM DENSITY IN ACCORDANCE WITH ASTM_ D1557, EXCEPT THE TOP 6"
<br />IN PAVED AREAS, WHICH SHALL BE 100
<br />23.
<br />CONSTRUCTION INSPECTION WILL BE DONE BY MUKILTEO WATER DISTRICT AND/OR THEIR DESIGNATED
<br />ENGINEER. NO NEW UTILITY FACILITIES WILL BE ACCEPTED BY THE DISTRICT IF PROPER INSPECTIONS
<br />HAVE NOT BEEN COMPLETED.
<br />24.
<br />THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED COMPLETE UNTIL THE
<br />AINLINK FENCE
<br />INSTALLATION IS ACCEPTABLE TO THE DISTRICT INCLUDING A SATISFACTORY HYDROSTATIC PRESSURE
<br />TEST, A SATISFACTORY DISINFECTION TEST, SATISFACTORY FLOW OF SERVICE LINES, AND COMPLETION
<br />OF ALL ITEMS ON THE INSPECTOR'S PUNCH LIST.
<br />25.
<br />WATER SERVICE IS AVAILABLE ONLY AFTER TRANSFER OF OWNERSHIP TO THE DISTRICT AND AFTER
<br />(DEAD) PAYMENT OF ALL CURRENT APPLICABLE FEES.
<br />CQ
<br />' 13'50 "W11A 119.00'
<br />7 ' 1
<br />IE=549.26' (12" PVC ) REA'CHAIN RB
<br />NK
<br />2'X6' JERSEY F CE W/BARB
<br />BARRIER 2' HIGH IE=549.29' (12" PVC ) WIRE TOP
<br />IE=549.64' (6" PVC E)
<br />FOUND REBAR & CAP IE=549.29, 12"0(W) NE41
<br />"G4 INC 9435"
<br />I
<br />I
<br />PER BMPT5.10C FIG. III-3.1.8 OF 2014 SWMMWW
<br />PLAN APPROVED
<br />h
<br />PUBLIC SERVICES %TEO
<br />�:
<br />DRAINAGE EROSION
<br />.
<br />ANY CONSTRUCTION ON ZIS
<br />Llc
<br />PR03ECT. APPROVAL FOR TFIS
<br />PROM 15 CONDMONAL. PER
<br />M� f�
<br />R
<br />NOTES. -
<br />EXISTING SIDE SEWER AND WATER METER
<br />TO REMAIN AND SHALL BE USED FOR THE
<br />PROPOSED BUILDING.
<br />REV, NO.
<br />DESCRIPTION
<br />05-17-2018
<br />INSIGHT ENGINEERING CO.
<br />P.O. BOX - 1478
<br />EVERETT, WA 98206
<br />(425) 303-9363 (425) 303-9362 FAX
<br />INFO@INSIGHTENGINEERING.NET
<br />SITE ADDRESS 10611 EVERGREEN WAY,
<br />EVERETT, WA. 98204
<br />INITIALS DATE TAX ACCOUNT NO.'S: 28042400203100
<br />ev" tL
<br />wW
<br />S V r/4;1 1/4�`C"24j.24N., R�04E..�1G1. Uj a
<br />KLEIN HONDA Li- w
<br />DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: Fes- W
<br />170887.DWG JRC 10-13-2017 1 "=30' 17-0887 >
<br />t_l..'
<br />PAVING AND SHEET O
<br />UTILITYPLAN C3.O
<br />
|