2018 47th street sanitary main replacement · 2.4m minimum cover. ... standard manhole frame and...
TRANSCRIPT
FOR TENDER 2018-03-01
DISTRICT OF CHETWYND
2018 47th STREET SANITARY MAIN REPLACEMENT
DRAWING LIST:
C00 TITLE SHEET
C01 PLAN & PROFILE 50 AVE NE
C02 PLAN & PROFILE 47 ST NE
C03 GENERAL NOTES
PROJECT LIMIT
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47 AVENUE NE
47 AVENUE NE
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EXISTING
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PROPOSED
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SANITARY
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STORM
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WATER
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IRRIGATION
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FORCEMAIN
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GAS
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H/T/C
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HYDRO
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TEL
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EP
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GUTTER
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MONUMENT
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SURVEY HUB
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IRON PIN
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SANITARY
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STORM
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WATER
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IRRIGATION
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FORCEMAIN
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GAS
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H/T/C
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HYDRO
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TEL
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CABLE
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EOP
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CABLE
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FENCE
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DITCH
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DITCH
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SWALE
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SWALE
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HEADWALL
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CULVERT
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HEADWALL
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CULVERT
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HYDRANT
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AIR VALVE
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HYDRANT
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AIR VALVE
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METER
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VALVE
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METER
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VALVE
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BLOWOFF
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BLOWOFF
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CAP
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CAP
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TEST PIT
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SIGN
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TEST PIT
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SIGN
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POLE
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POST-TOP
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STREETLIGHT
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DAVIT-STYLE
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STREETLIGHT
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GUY
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WIRE
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POLE
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POST-TOP
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STREETLIGHT
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DAVIT-STYLE
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STREETLIGHT
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GUY
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WIRE
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SERVICE BOX
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CABLE
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SERVICE BOX
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HYDRO
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SERVICE BOX
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TELEPHONE
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VAULT
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HYDRO
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TRANSFORMER
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LOW PROFILE
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VAULT
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TELEPHONE
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M
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LPT
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LPT
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C
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C
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T
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T
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SANITARY MANHOLE
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STORM MANHOLE
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SANITARY CLEANOUT
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STORM CLEANOUT
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SANITARY CLEANOUT
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SANITARY MANHOLE
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STORM MANHOLE
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STORM CLEANOUT
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INSPECTION CHAMBER (STM)
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INSPECTION CHAMBER (SAN)
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INSPECTION CHAMBER (SAN)
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INSPECTION CHAMBER (STM)
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CATCH BASIN
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LIFT STATION
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CATCH BASIN
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LIFT STATION
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DATE
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REV
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DESCRIPTION
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BY
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APPR.
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DATE
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REV
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DESCRIPTION
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BY
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APPR.
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APPROVED
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SCALE
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CHECKED BY
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DRAWN BY
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DESIGN BY
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DATE
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SEAL
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DRAWING No.
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REV. No.
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R:\engineering\PROJECTS\171-16812_Chetwynd Sanitary Replacement\03 Cad\DESIGN Recover.dwg Plotted 2 March 2018 Plotted 2 March 20182 March 2018
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PROJECT No.
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THESE DRAWINGS SHOULD NOT BE SCALED. IF BEING USED FOR CONSTRUCTION, THE CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS, AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK.
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THIS DRAWING AND DESIGN IS PROTECTED UNDER COPYRIGHT, AND ANY USE, REPRODUCTION OR REVISION IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF WSP CANADA INC.
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#10716-100th AVENUE, FT ST JOHN, BC, V1J 1Z3
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PHONE (250) 787-0300 FAX (250) 787-1611
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ENGINEERING
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GEOMATICS
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PLANNING
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DISTRICT OF CHETWYND
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2018 47th STREET SANITARY MAIN REPLACEMENT
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TITLE SHEET
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B
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2018-03-01
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171-16812-00
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C00
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AS SHOWN
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2017-12-01
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KW
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GMC
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GMC
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KW
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A
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2018-02-07
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FOR REVIEW
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GMC
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KW
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B
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2018-03-01
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FOR TENDER
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GMC
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KW
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0
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1:2000
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40
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120m
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%%uLOCATION PLAN
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46 STREET NE
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SCHOOL
50 AVE. NE
FH-95
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FOR TENDER 2018-03-01
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4601
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4605
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4621
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4617
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4613
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4609
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4908
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4616
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08
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04
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4600
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150%%C AC
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300%%C CONC.
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200%%C HDPE
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12
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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EX. SAN
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EX. WAT
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EX. SAN
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EX. WAT
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EX. STM
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EX. WAT
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%%UELEVATION
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600
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INSPECTION CHAMBER
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GROUND SURFACE
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INSTALLED HIEGHT UNTIL FINAL LOT GRADING
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2.0 m
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2.00% % MIN. GRADE
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2.4m MINIMUM COVER
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PLUG
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GRANULAR PIPE BEDDING AND TRENCH BACKFILL AS SHOWN ON DETAIL B
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45° LONG RADIUSBENDS
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40 X 90 POST MARKED WITH DEPTH. COLOUR POST AND PLUG RED.
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45° LONG RADIUSBEND
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GRANULAR PIPE BEDDING AND TRENCH BACKFILL AS SHOWN ON DETAIL B
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MINIMUM 100 CONCRETE ENCASEMENT WHERE RISER SLOPE EXCEEDS 45°
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SEWER
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FLOW
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300
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300
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2.0m
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45° LONG RADIUS BENDS
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45° WYE FITTING
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INSERTABLE TEE FITTING WHEN PERMITTED
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%%UPLAN
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NOTES: 1. CONNECTIONS TO BE 100 AND TIED INTO EXISTING AC SERVICES WITH HYMAX COUPLER. 1. CONNECTIONS TO BE 100 AND TIED INTO EXISTING AC SERVICES WITH HYMAX COUPLER. 2. RISER TYPE SERVICE TO BE USED ONLY WHEN SERVICE IS MORE THAN 2.4m ABOVE WYE INVERT OR AS DIRECTED BY CONTRACT ADMINISTRATOR. 3. LOCATION OF SERVICE AND MARKER AS SHOWN ON CONTRACT DRAWINGS. 4. SEE MMCD DRAWING S9 FOR DETAILS OF INSPECTION CHAMBER AND INSTALLATION REQUIREMENTS.
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MAX. D+600
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MIN. D+450
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PIPE ZONE
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D
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300
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APPROVED NATIVE
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BACKFILL COMPACTED TO
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95%%% MODIFIED PROCTOR
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DENSITY
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SURFACE RESTORATION TO MATCH EXISTING OR AS SPECIFIED ON CONTRACT DRAWINGS
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D/4
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MIN. 100
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GRANULAR PIPE BEDDING
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BOULEVARDS AND EASEMENTS (TYPICAL)
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ROAD, LANES AND WALKWAYS (TYPICAL)
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ROAD STRUCTURE TO MEET DISTRICT OF CHETWYND SCHEDULE E LOCAL ROAD STRUCTURE. 75mm ASPHALT 150mm 19mm MINUS 300mm 75mm MINUS
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NOTE: 1. TRENCHING TO COMPLY WITH ALL REQUIREMENTS OF WORKSAFE B.C. 1. TRENCHING TO COMPLY WITH ALL REQUIREMENTS OF WORKSAFE B.C. 2. REFER TO CONTRACT DRAWINGS, SECTION 31 23 01 FOR DETAILED SPECIFICATIONS.
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APPROVED NATIVE
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BACKFILL COMPACTED TO
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95%%% MODIFIED PROCTOR
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DENSITY
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PIPE RESTRAINER (TYP.)
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C900 WATER LINE (TYP.)
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C900 FITTINGS AS REQUIRED TO ACHIEVE SEPARATION.
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200 mm SAN
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NOTES: 1-WRAP ALL JOINTS WITH IN 3.0m OF EACH SIDE OF CROSSING WITH DENSO CLOTH. 2-ALL JOINTS IN WATER CROSSING TO BE MECHANICALLY RESTRAINED AS PER MANUFACTURERS SPECIFICATIONS. 3-ALL RESTRAINTS TO BE FROM DoC APPROVED PRODUCT LIST
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40mil ENVIROFLEX SMOOTH LLDPE TO EXTEND 0.3m EACH SIDE OF WATER MAIN
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STANDARD AND SUMP MANHOLES
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SCALE 1:50
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S1
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~
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NOTES: 1. DETAILS ARE DRAWN FOR PRECAST RISERS ON CAST-IN-PLACE BASE. PRECAST BASES APPROVED 1. DETAILS ARE DRAWN FOR PRECAST RISERS ON CAST-IN-PLACE BASE. PRECAST BASES APPROVED BY CONTRACT ADMINISTRATOR ARE ACCEPTABLE. 2. MAXIMUM DEPTH TO FIRST RUNG IS 500mm. WHEN HANDHOLD IS INSTALLED BETWEEN TOP AND FIRST RUNG, MAXIMUM DEPTH MAY BE INCREASED TO 660mm. 3. FOR MANHOLES OVER 1200mm DIA. BASE THICKNESS TO BE 200mm. 4. REFER TO DRAWING S2 FOR CONNECTION DETAILS. 5. REFER TO CONTRACT DRAWINGS, SECTION 22 44 01 FOR DETAILED SPECIFICATIONS.
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MANHOLE WITH SUMP
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STANDARD 1050mm MANHOLE
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8
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1
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150
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150
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ALL ROUND
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MINIMUM 100mm BEDDING GRAVEL COMPACTED TO 95% MODIFIED PROCTOR DENSITY
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8
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1
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BENCH TO CROWN OF HIGHEST PIPE
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STANDARD MANHOLE FRAME AND COVER MARKED 'SANITARY' OR 'STORM' TO SUIT
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INSIDE PIPE DIA. INSIDE MANHOLE DIA. INSIDE MANHOLE DIA. 450mm AND LESS 1050 1050 525 AND 600 1200 1200 675 AND 750 1350 1350 900 AND 1050 1500 1500 1200 AND OVER RISER MANHOLERISER MANHOLE
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COMPACT 0.5m AROUND BARREL WITH JUMPING JACK COMPACTOR TO 95% MODIFIED PROCTOR DENSITY
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STANDARD MANHOLE CONNECTION DETAILS
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SCALE 1:50
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S2
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NOTES: 1. THIS DRAWING SHOWS CONNECTION DETAILS ONLY, REFER TO DRAWING S1 FOR 1. THIS DRAWING SHOWS CONNECTION DETAILS ONLY, REFER TO DRAWING S1 FOR ALL OTHER DETAILS PERTAINING TO MANHOLE REQUIREMENTS AND INSTALLATION. 2. REFER TO CONTRACT DRAWINGS, SECTION 33 44 01 FOR DETAILED SPECIFICATIONS.
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SECTION A-A
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A
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A
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B
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B
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SECTION B-B
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EXISTING
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PROPOSED
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SANITARY
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STORM
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WATER
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IRRIGATION
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FORCEMAIN
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GAS
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H/T/C
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HYDRO
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TEL
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EP
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GUTTER
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MONUMENT
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SURVEY HUB
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IRON PIN
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SANITARY
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STORM
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WATER
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IRRIGATION
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FORCEMAIN
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GAS
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H/T/C
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HYDRO
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TEL
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CABLE
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EOP
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CABLE
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FENCE
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DITCH
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DITCH
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SWALE
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SWALE
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HEADWALL
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CULVERT
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HEADWALL
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CULVERT
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HYDRANT
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AIR VALVE
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HYDRANT
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AIR VALVE
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METER
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VALVE
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METER
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VALVE
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BLOWOFF
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BLOWOFF
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CAP
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CAP
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TEST PIT
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SIGN
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TEST PIT
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SIGN
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POLE
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POST-TOP
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STREETLIGHT
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DAVIT-STYLE
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STREETLIGHT
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GUY
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WIRE
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POLE
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POST-TOP
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STREETLIGHT
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DAVIT-STYLE
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STREETLIGHT
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GUY
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WIRE
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SERVICE BOX
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CABLE
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SERVICE BOX
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HYDRO
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SERVICE BOX
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TELEPHONE
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VAULT
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HYDRO
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TRANSFORMER
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LOW PROFILE
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VAULT
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TELEPHONE
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M
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M
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H
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H
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H
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H
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LPT
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LPT
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T
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T
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C
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C
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T
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T
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SANITARY MANHOLE
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STORM MANHOLE
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SANITARY CLEANOUT
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STORM CLEANOUT
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SANITARY CLEANOUT
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SANITARY MANHOLE
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STORM MANHOLE
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STORM CLEANOUT
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INSPECTION CHAMBER (STM)
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INSPECTION CHAMBER (SAN)
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INSPECTION CHAMBER (SAN)
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INSPECTION CHAMBER (STM)
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CATCH BASIN
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LIFT STATION
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CATCH BASIN
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LIFT STATION
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DATE
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REV
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DESCRIPTION
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BY
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APPR.
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DATE
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REV
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DESCRIPTION
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BY
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APPR.
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APPROVED
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SCALE
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CHECKED BY
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DRAWN BY
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DESIGN BY
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DATE
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SEAL
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DRAWING No.
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REV. No.
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R:\engineering\PROJECTS\171-16812_Chetwynd Sanitary Replacement\03 Cad\DESIGN Recover.dwg Plotted 2 March 2018 Plotted 2 March 20182 March 2018
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PROJECT No.
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THESE DRAWINGS SHOULD NOT BE SCALED. IF BEING USED FOR CONSTRUCTION, THE CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS, AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK.
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THIS DRAWING AND DESIGN IS PROTECTED UNDER COPYRIGHT, AND ANY USE, REPRODUCTION OR REVISION IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF WSP CANADA INC.
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ENGINEERING
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GEOMATICS
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PLANNING
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#420-301 VICTORIA STREET, KAMLOOPS, BC, V2C 2A3
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PHONE (250) 374-5252
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DISTRICT OF CHETWYND
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2018 47th STREET SANITARY MAIN REPLACEMENT
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PLAN & PROFILE 50 AVE NE
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C
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2018-03-01
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171-16812-00
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C01
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AS SHOWN
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2017-12-01
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KW
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GMC
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GMC
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KW
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A
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2017-12-13
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PRELIMINARY
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GMC
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KW
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B
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2018-02-07
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FOR REVIEW
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GMC
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KW
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C
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2018-03-01
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FOR TENDER
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GMC
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KW
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SCALE H 1:1000 V 1:000
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%%UPROFILE
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SCALE 1:500
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%%UPLAN
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0
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1:500
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10
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30m
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SERVICE CONNECTIONS AS PER DETAIL C (TYP)
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CUT BACK SEWER SERVICE AS REQUIRED TO MAKE CONNECTION. (TYP) CONNECT TO EXISTING WITH HYMAX COUPLER (TYP)
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REMOVE AND REPLACE CATCHBASIN AS PER MMCD S11
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CONTRACTOR TO EXPOSE WATER MAIN AND ADJUST AS REQUIRED TO MEET NORTHERN HEALTH SEWER-WATERMAIN CONFLICT GUIDE SECTION 3.2.1.
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EXISTING 19mm WATER SERVICE (TYP)
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EXISTING 150mm WATER MAIN. IF WATER MAIN DEFLECTION REQUIRED TO MEET NORTHERN HEALTH GUIDELINES SEE DETAIL A
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EXISTING CATCH BASIN
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EXISTING STORMMAIN ESTIMATED 0.40m SEPARATION
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SANITARY MH AS PER MMCD DETAIL S1 (TYP)
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CONNECT TO EXISTING WITH HYMAX COUPLER
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REMOVE AND REPLACE CATCHBASIN AS PER MMCD S11
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INSTALL MANHOLE OVER EXISTING PIPING C/W CAST IN PLACE BASE. BREAK INTO PIPING USING SAFE ASBESTOS REMOVAL AND DISPOSAL PROCEDURES. BENCHING TO SUIT
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BREAK THROUGH EXISTING MAIN AND EXTEND SEWER SERVICE AS REQUIRED (TYP)
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NOTES: 1. DO NOT BACKFILL TRENCH UNTIL DISTRICT STAFF HAVE VIDEOED SEWER SERVICES TO DETERMINE IF SERVICES NEED REPLACING. DO NOT BACKFILL TRENCH UNTIL DISTRICT STAFF HAVE VIDEOED SEWER SERVICES TO DETERMINE IF SERVICES NEED REPLACING. 2. REPLACE SERVICES TO PROPERTY LINE WHEN REQUESTED BY DISTRICT STAFF. REPLACE AS PER DETAIL C. REPLACE SERVICES TO PROPERTY LINE WHEN REQUESTED BY DISTRICT STAFF. REPLACE AS PER DETAIL C. 3. AIR TESTING OF NEW LINE NOT REQUIRED. SERVICES CAN BE CONNECTED AS THE MAINLINE IS INSTALLED. AIR TESTING OF NEW LINE NOT REQUIRED. SERVICES CAN BE CONNECTED AS THE MAINLINE IS INSTALLED. 4. VIDEO OF NEW LINE, INCLUDING SERVICES, REQUIRED AFTER COMPLETION VIDEO OF NEW LINE, INCLUDING SERVICES, REQUIRED AFTER COMPLETION 5. ALL CUTTING, REMOVAL AND DISPOSAL OF ASBESTOS MATERIAL AS PER APPLICABLE LOCAL AND PROVINCIAL PROCEDURES. ALL CUTTING, REMOVAL AND DISPOSAL OF ASBESTOS MATERIAL AS PER APPLICABLE LOCAL AND PROVINCIAL PROCEDURES. 6. CONTRACTOR TO COMPLETE BC ONE CALL AND LOCATE ALL GAS SERVICES TO PROPERTY LINE PRIOR TO CONSTRUCTION. CONTRACTOR TO COMPLETE BC ONE CALL AND LOCATE ALL GAS SERVICES TO PROPERTY LINE PRIOR TO CONSTRUCTION. 7. CONTRACTOR TO REPLACE/REPAIR ALL DRIVEWAYS AND ROAD SURFACES DAMAGED BY SANITARY LINE CONSTRUCTION TO THE CONTRACTOR TO REPLACE/REPAIR ALL DRIVEWAYS AND ROAD SURFACES DAMAGED BY SANITARY LINE CONSTRUCTION TO THE SAME CONDITION, OR BETTER, THAT IT WAS BEFORE CONSTRUCTION. 8. DRAWINGS WILL BE UPDATED PRIOR TO CONSTRUCTION TO SHOW EDGE OF ROAD, DRIVEWAYS, LANDSCAPING AND OTHER ITEMS DRAWINGS WILL BE UPDATED PRIOR TO CONSTRUCTION TO SHOW EDGE OF ROAD, DRIVEWAYS, LANDSCAPING AND OTHER ITEMS TO BE RESTORED. 9. ROAD STRUCTURE TO BE RESTORED TO 2m BEYOND EXISTING ASPHALT EDGE TO CREATE ROAD SHOULDER. ROAD STRUCTURE TO BE RESTORED TO 2m BEYOND EXISTING ASPHALT EDGE TO CREATE ROAD SHOULDER. 10. POSITIVE DRAINAGE TO BE REINSTATED ALONG PROPERTY FRONTAGES.POSITIVE DRAINAGE TO BE REINSTATED ALONG PROPERTY FRONTAGES.
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EXISTING GAS MAIN
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ORIGINAL GROUND PROFILE. GROUND ELEVATIONS BASED ON MH RIMS SURVEY. DRAWINGS WILL BE UPDATED WITH COMPLETE TOPOGRAPHICAL SURVEY PRIOR TO CONSTRUCTION
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INSTALL MANHOLE OVER EXISTING PIPING. BREAK INTO PIPING USING SAFE ASBESTOS REMOVAL AND DISPOSAL PROCEDURES. BENCHING TO SUIT
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REMOVE EXISTING MANHOLES CUT AND CAP EXISTING SANITARY MAIN. BACKFILL AS PER DETAIL B (TYP. OF 7)
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SANITARY SEWER SERVICE CONNECTION
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SCALE 1:50
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C
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~
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UTILITY TRENCH
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SCALE 1:50
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B
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~
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WATER LINE RELOCATION
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SCALE 1:50
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A
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~
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SAWCUT ASPHALT APPROX. LIMITS (TYP.)
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REINSTATE GRAVEL DRIVEWAYS WITH GRAVEL BASE AND SUBBASE AS PER DETAIL B (TYP.)
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EXCAVATE AND CAP PIPE
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REMOVE EXISTING MANHOLES CUT AND CAP EXISTING SANITARY MAIN. BACKFILL AS PER DETAIL B. (TYP. OF 7)
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MH RIMS TO BE SET 10mm LOWER THAN ASPHALT (TYP.)
47T
H S
T. N
E
1
5
0
∅
1
5
0
∅ 7-37
FH-92
1
0
-
4
3
4
9
T
H
A
V
E
. N
E
5
0
T
H
A
V
E
. N
E
FOR TENDER 2018-03-01
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1
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2
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1
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14
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15
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11
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1
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10
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13
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1
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4701
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4900
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4904
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4908
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4616
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4704
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4700
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4817
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4813
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4809
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4805
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4801
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4717
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4713
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4704
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4708
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4701
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4705
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4808
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4804
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4801
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EX. 150%%C AC
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4712
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REMAINDER
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PARCEL 1
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WAT 19mm COPPER SAN: 100mm AC
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SAN: 150mm PVC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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WAT 19mm COPPER SAN: 100mm AC
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EX. STM
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EX. WAT
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EXISTING
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PROPOSED
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SANITARY
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STORM
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WATER
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IRRIGATION
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FORCEMAIN
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GAS
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H/T/C
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HYDRO
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TEL
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EP
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GUTTER
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MONUMENT
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SURVEY HUB
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IRON PIN
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SANITARY
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STORM
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WATER
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IRRIGATION
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FORCEMAIN
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GAS
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H/T/C
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HYDRO
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TEL
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CABLE
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EOP
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CABLE
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FENCE
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DITCH
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DITCH
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SWALE
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SWALE
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HEADWALL
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CULVERT
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HEADWALL
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CULVERT
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HYDRANT
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AIR VALVE
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HYDRANT
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AIR VALVE
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METER
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VALVE
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METER
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VALVE
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BLOWOFF
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BLOWOFF
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CAP
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CAP
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TEST PIT
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SIGN
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TEST PIT
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SIGN
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POLE
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POST-TOP
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STREETLIGHT
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DAVIT-STYLE
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STREETLIGHT
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GUY
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WIRE
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POLE
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POST-TOP
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STREETLIGHT
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DAVIT-STYLE
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STREETLIGHT
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GUY
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WIRE
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SERVICE BOX
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CABLE
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SERVICE BOX
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HYDRO
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SERVICE BOX
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TELEPHONE
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VAULT
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HYDRO
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TRANSFORMER
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LOW PROFILE
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VAULT
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TELEPHONE
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M
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M
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H
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H
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H
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H
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LPT
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LPT
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T
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T
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C
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C
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T
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T
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SANITARY MANHOLE
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STORM MANHOLE
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SANITARY CLEANOUT
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STORM CLEANOUT
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SANITARY CLEANOUT
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SANITARY MANHOLE
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STORM MANHOLE
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STORM CLEANOUT
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INSPECTION CHAMBER (STM)
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INSPECTION CHAMBER (SAN)
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INSPECTION CHAMBER (SAN)
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INSPECTION CHAMBER (STM)
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CATCH BASIN
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LIFT STATION
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CATCH BASIN
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LIFT STATION
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DATE
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REV
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DESCRIPTION
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BY
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APPR.
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DATE
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REV
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DESCRIPTION
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BY
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APPR.
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APPROVED
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SCALE
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CHECKED BY
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DRAWN BY
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DESIGN BY
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DATE
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SEAL
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DRAWING No.
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REV. No.
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R:\engineering\PROJECTS\171-16812_Chetwynd Sanitary Replacement\03 Cad\DESIGN Recover.dwg Plotted 2 March 2018 Plotted 2 March 20182 March 2018
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PROJECT No.
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THESE DRAWINGS SHOULD NOT BE SCALED. IF BEING USED FOR CONSTRUCTION, THE CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS, AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK.
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THIS DRAWING AND DESIGN IS PROTECTED UNDER COPYRIGHT, AND ANY USE, REPRODUCTION OR REVISION IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF WSP CANADA INC.
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ENGINEERING
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GEOMATICS
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PLANNING
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#420-301 VICTORIA STREET, KAMLOOPS, BC, V2C 2A3
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PHONE (250) 374-5252
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DISTRICT OF CHETWYND
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2018 47th STREET SANITARY MAIN REPLACEMENT
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PLAN & PROFILE 47 ST NE
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C
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2018-03-01
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171-16812-00
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C02
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AS SHOWN
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2017-12-01
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KW
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GMC
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GMC
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KW
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A
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2017-12-13
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PRELIMINARY
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GMC
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KW
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B
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2018-02-07
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FOR REVIEW
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GMC
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KW
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C
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2018-03-01
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FOR TENDER
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GMC
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KW
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SCALE H 1:1000 V 1:000
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%%UPROFILE
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SCALE 1:500
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%%UPLAN
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0
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1:500
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10
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30m
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SERVICE CONNECTIONS AS PER DETAIL C C01 (TYP)
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CONTRACTOR TO EXPOSE WATER MAIN AND ADJUST AS REQUIRED TO MEET NORTHERN HEALTH SEWER-WATERMAIN CONFLICT GUIDE SECTION 3.2.1.
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EXISTING 19mm WATER SERVICE (TYP)
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EXISTING 150mm WATER MAIN. IF WATER MAIN DEFLECTION REQUIRED TO MEET NORTHERN HEALTH GUIDELINES SEE DETAIL A C01
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SANITARY MH AS PER MMCD DETAIL S1 (TYP)
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INSTALL MANHOLE OVER EXISTING PIPING. BREAK INTO PIPING USING SAFE ASBESTOS REMOVAL AND DISPOSAL PROCEDURES. BENCHING TO SUIT
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BREAK THROUGH EXISTING MAIN AND EXTENT SEWER SERVICE AS REQUIRED (TYP)
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EXISTING GAS MAIN
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ORIGINAL GROUND PROFILE. GROUND ELEVATIONS BASED ON MH RIMS SURVEY. DRAWINGS WILL BE UPDATED WITH COMPLETE TOPOGRAPHICAL SURVEY PRIOR TO CONSTRUCTION
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REMOVE EXISTING MANHOLES CUT AND CAP EXISTING SANITARY MAIN. BACKFILL AS PER DETAIL B
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CUT BACK SEWER SERVICE AS REQUIRED TO MAKE CONNECTION. (TYP) CONNECT TO EXISTING WITH HYMAX COUPLER (TYP)
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SAWCUT ASPHALT APPROX. LIMITS (TYP.)
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NOTES: 1. DO NOT BACKFILL TRENCH UNTIL DISTRICT STAFF HAVE VIDEOED SEWER SERVICES TO DETERMINE IF SERVICES NEED REPLACING. DO NOT BACKFILL TRENCH UNTIL DISTRICT STAFF HAVE VIDEOED SEWER SERVICES TO DETERMINE IF SERVICES NEED REPLACING. 2. REPLACE SERVICES TO PROPERTY LINE WHEN REQUESTED BY DISTRICT STAFF. REPLACE AS PER DETAIL C. REPLACE SERVICES TO PROPERTY LINE WHEN REQUESTED BY DISTRICT STAFF. REPLACE AS PER DETAIL C. 3. AIR TESTING OF NEW LINE NOT REQUIRED. SERVICES CAN BE CONNECTED AS THE MAINLINE IS INSTALLED. AIR TESTING OF NEW LINE NOT REQUIRED. SERVICES CAN BE CONNECTED AS THE MAINLINE IS INSTALLED. 4. VIDEO OF NEW LINE, INCLUDING SERVICES, REQUIRED AFTER COMPLETION VIDEO OF NEW LINE, INCLUDING SERVICES, REQUIRED AFTER COMPLETION 5. ALL CUTTING, REMOVAL AND DISPOSAL OF ASBESTOS MATERIAL AS PER APPLICABLE LOCAL AND PROVINCIAL PROCEDURES. ALL CUTTING, REMOVAL AND DISPOSAL OF ASBESTOS MATERIAL AS PER APPLICABLE LOCAL AND PROVINCIAL PROCEDURES. 6. CONTRACTOR TO COMPLETE BC ONE CALL AND LOCATE ALL GAS SERVICES TO PROPERTY LINE PRIOR TO CONSTRUCTION. CONTRACTOR TO COMPLETE BC ONE CALL AND LOCATE ALL GAS SERVICES TO PROPERTY LINE PRIOR TO CONSTRUCTION. 7. CONTRACTOR TO REPLACE/REPAIR ALL DRIVEWAYS AND ROAD SURFACES DAMAGED BY SANITARY LINE CONSTRUCTION TO THE CONTRACTOR TO REPLACE/REPAIR ALL DRIVEWAYS AND ROAD SURFACES DAMAGED BY SANITARY LINE CONSTRUCTION TO THE SAME CONDITION, OR BETTER, THAT IT WAS BEFORE CONSTRUCTION. 8. DRAWINGS WILL BE UPDATED PRIOR TO CONSTRUCTION TO SHOW EDGE OF ROAD, DRIVEWAYS, LANDSCAPING AND OTHER ITEMS DRAWINGS WILL BE UPDATED PRIOR TO CONSTRUCTION TO SHOW EDGE OF ROAD, DRIVEWAYS, LANDSCAPING AND OTHER ITEMS TO BE RESTORED. 9. ROAD STRUCTURE TO BE RESTORED TO 2m BEYOND EXISTING ASPHALT EDGE TO CREATE ROAD SHOULDER. ROAD STRUCTURE TO BE RESTORED TO 2m BEYOND EXISTING ASPHALT EDGE TO CREATE ROAD SHOULDER. 10. POSITIVE DRAINAGE TO BE REINSTATED ALONG PROPERTY FRONTAGES.POSITIVE DRAINAGE TO BE REINSTATED ALONG PROPERTY FRONTAGES.
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REMOVE EXISTING MANHOLES CUT AND CAP EXISTING SANITARY MAIN. BACKFILL AS PER DETAIL B. (TYP. OF 7)
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REMOVE EXISTING MANHOLES CUT AND CAP EXISTING SANITARY MAIN. BACKFILL AS PER DETAIL B
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REMOVE EXISTING MANHOLES CUT AND CAP EXISTING SANITARY MAIN. BACKFILL AS PER DETAIL B
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REMOVE EXISTING MANHOLES CUT AND CAP EXISTING SANITARY MAIN. BACKFILL AS PER DETAIL B
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SAWCUT ASPHALT APPROX. LIMITS (TYP.)
FOR TENDER 2018-03-01
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EXISTING
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PROPOSED
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SANITARY
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STORM
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WATER
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IRRIGATION
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FORCEMAIN
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GAS
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H/T/C
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HYDRO
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TEL
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EP
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GUTTER
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MONUMENT
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SURVEY HUB
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IRON PIN
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SANITARY
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STORM
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WATER
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IRRIGATION
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FORCEMAIN
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GAS
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H/T/C
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HYDRO
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TEL
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CABLE
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EOP
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CABLE
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FENCE
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DITCH
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DITCH
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SWALE
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SWALE
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HEADWALL
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CULVERT
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HEADWALL
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CULVERT
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HYDRANT
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AIR VALVE
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HYDRANT
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AIR VALVE
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METER
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VALVE
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METER
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VALVE
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BLOWOFF
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BLOWOFF
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CAP
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CAP
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TEST PIT
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SIGN
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TEST PIT
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SIGN
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POLE
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POST-TOP
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STREETLIGHT
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DAVIT-STYLE
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STREETLIGHT
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GUY
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SERVICE BOX
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CABLE
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HYDRO
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SERVICE BOX
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TELEPHONE
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VAULT
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HYDRO
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TRANSFORMER
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LOW PROFILE
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VAULT
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TELEPHONE
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M
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M
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H
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H
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H
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H
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LPT
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LPT
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T
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T
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C
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C
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T
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T
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SANITARY MANHOLE
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STORM MANHOLE
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SANITARY CLEANOUT
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STORM CLEANOUT
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SANITARY CLEANOUT
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SANITARY MANHOLE
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STORM MANHOLE
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STORM CLEANOUT
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INSPECTION CHAMBER (STM)
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INSPECTION CHAMBER (SAN)
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CATCH BASIN
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DATE
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REV
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DESCRIPTION
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BY
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DATE
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REV
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DESCRIPTION
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BY
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DRAWN BY
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DESIGN BY
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DATE
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SEAL
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REV. No.
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R:\engineering\PROJECTS\171-16812_Chetwynd Sanitary Replacement\03 Cad\DESIGN Recover.dwg Plotted 2 March 2018 Plotted 2 March 20182 March 2018
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PROJECT No.
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THESE DRAWINGS SHOULD NOT BE SCALED. IF BEING USED FOR CONSTRUCTION, THE CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS, AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF ANY WORK.
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THIS DRAWING AND DESIGN IS PROTECTED UNDER COPYRIGHT, AND ANY USE, REPRODUCTION OR REVISION IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF WSP CANADA INC.
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ENGINEERING
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GEOMATICS
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PLANNING
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#420-301 VICTORIA STREET, KAMLOOPS, BC, V2C 2A3
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PHONE (250) 374-5252
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DISTRICT OF CHETWYND
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2018 47th STREET SANITARY MAIN REPLACEMENT
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GENERAL NOTES
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A
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2018-03-01
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171-16812-00
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C03
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AS SHOWN
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2018-02-15
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KW
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GMC
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GMC
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KW
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A
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2018-03-01
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FOR TENDER
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GMC
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KW
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GENERAL NOTES: 1. THE CONTRACTOR SHALL CONTACT THE CONTRACT ADMINISTRATOR TO ARRANGE A PRE-CONSTRUCTION MEETING THE CONTRACTOR SHALL CONTACT THE CONTRACT ADMINISTRATOR TO ARRANGE A PRE-CONSTRUCTION MEETING PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR TO COMPLETE A BC ONE CALL AT 1-800-474-6886 A MINIMUM OF 72HRS PRIOR TO CONTRACTOR TO COMPLETE A BC ONE CALL AT 1-800-474-6886 A MINIMUM OF 72HRS PRIOR TO CONSTRUCTION TO LOCATE ALL EXISTING UTILITIES. 3. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH: ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH: 3.1. THE DISTRICT OF CHETWYND'S SUBDIVISION AND SERVICING BYLAW; THE DISTRICT OF CHETWYND'S SUBDIVISION AND SERVICING BYLAW; 3.2. THE MASTER MUNICIPAL CONSTRUCTION DOCUMENT AND STANDARD DETAIL DRAWINGS (MMCD) LATEST EDITION THE MASTER MUNICIPAL CONSTRUCTION DOCUMENT AND STANDARD DETAIL DRAWINGS (MMCD) LATEST EDITION (PLATINUM EDITION); 3.3. CONSTRUCTION PLANS, SEALED AND ISSUED FOR CONSTRUCTION; CONSTRUCTION PLANS, SEALED AND ISSUED FOR CONSTRUCTION; 3.4. APPLICABLE CONTRACT DOCUMENTS AND ALL SPECIFICATION REFERENCED THEREIN; APPLICABLE CONTRACT DOCUMENTS AND ALL SPECIFICATION REFERENCED THEREIN; 3.5. FLNRO AND OR MINISTRY OF ENVIRONMENT AND OR FEDERAL DEPARTMENT OF FISHERIES AND OCEANS FLNRO AND OR MINISTRY OF ENVIRONMENT AND OR FEDERAL DEPARTMENT OF FISHERIES AND OCEANS REQUIREMENTS; 3.6. MINISTRY OF TRANSPORTATION BC TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS, LATEST EDITION; MINISTRY OF TRANSPORTATION BC TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS, LATEST EDITION; 3.7. WORK SAFE BC LATEST EDITION WORK SAFE BC LATEST EDITION 3.8. NORTHERN HEALTH AUTHORITY NORTHERN HEALTH AUTHORITY 3.9. THE CONTRACTOR SHALL MAINTAIN ON SITE COPIES OF THE ABOVE DOCUMENTS AND SHALL ENSURE THAT ALL THE CONTRACTOR SHALL MAINTAIN ON SITE COPIES OF THE ABOVE DOCUMENTS AND SHALL ENSURE THAT ALL TRADES ARE THOROUGHLY FAMILIAR WITH THE APPLICABLE SECTIONS OF THE DOCUMENTS. 4. ALL ELEVATIONS ARE GEODETIC AND ARE REFERENCED TO EXISTING SURVEY MONUMENTS ALL ELEVATIONS ARE GEODETIC AND ARE REFERENCED TO EXISTING SURVEY MONUMENTS 5. THE CONTRACTOR SHALL EXPOSE AND VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING SERVICES IN THE THE CONTRACTOR SHALL EXPOSE AND VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING SERVICES IN THE FIELD PRIOR TO CONSTRUCTION AND NOTIFY THE SUPERVISING CONSULTING ENGINEER OF ANY DISCREPANCIES, CONFLICTS OR OMISSION PRIOR TO CONSTRUCTION. 6. FIGURED DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. FIGURED DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 7. THE CONTRACTOR SHALL ENSURE THAT ALL APPROVALS REQUIRED FOR THE PROPOSED WORKS HAVE BEEN OBTAIN THE CONTRACTOR SHALL ENSURE THAT ALL APPROVALS REQUIRED FOR THE PROPOSED WORKS HAVE BEEN OBTAIN FROM ALL AUTHORITIES AND AGENCIES PRIOR TO COMMENCING THE WORK. 8. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE ANY WORKS DONE BY UTILITIES COMPANIES. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE ANY WORKS DONE BY UTILITIES COMPANIES. 9. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE PERSONNEL AT LEAST 72 HRS PRIOR TO THE WORK. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE PERSONNEL AT LEAST 72 HRS PRIOR TO THE WORK. SCHEDULING AND OTHER CONSTRUCTION CONSTRAINTS IMPOSED BY THESE WORKS SHALL BE TAKEN INTO ACCOUNT. 10. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING STREETS, SERVICES OR LANDSCAPING THAT MAY BE THE CONTRACTOR SHALL REPAIR OR REPLACE ANY EXISTING STREETS, SERVICES OR LANDSCAPING THAT MAY BE DAMAGED AS A RESULT OF CONSTRUCTION.
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DRAWING NOTES - SANITARY SEWER: 1. NEW SEWER LINES TIED TO EXISTING LINES SHALL BE PLUGGED AT THE DOWN STREAM MH UNTIL THEY ARE NEW SEWER LINES TIED TO EXISTING LINES SHALL BE PLUGGED AT THE DOWN STREAM MH UNTIL THEY ARE FLUSHED. FLUSHED MATERIAL SHALL BE DISPOSED OF ACCORDING TO APPLICABLE REGULATIONS. 2. POWER FLUSHING SHALL BE PERFORMED ON ALL NEW MAINS AND VIDEO TAPED FOR REVIEW BY THE CONSULTING POWER FLUSHING SHALL BE PERFORMED ON ALL NEW MAINS AND VIDEO TAPED FOR REVIEW BY THE CONSULTING ENGINEER. 3. DELETERIOUS MATERIAL SHALL BE PREVENTED FROM ENTERING THE DISTRICT SEWER SYSTEM. DELETERIOUS MATERIAL SHALL BE PREVENTED FROM ENTERING THE DISTRICT SEWER SYSTEM. 4. TOP OF INSPECTION CHAMBER STANDPIPES SHALL BE SET TO 600mm ABOVE FINAL GRADE. TOP OF INSPECTION CHAMBER STANDPIPES SHALL BE SET TO 600mm ABOVE FINAL GRADE. 5. MANUFACTURED WYES OR APPROVED ALTERNATIVE SHALL BE USED FOR ALL SERVICE CONNECTIONS TO SANITARY MANUFACTURED WYES OR APPROVED ALTERNATIVE SHALL BE USED FOR ALL SERVICE CONNECTIONS TO SANITARY MAINS
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DRAWING NOTES - EARTHWORKS & GRADING: 1. THE CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES ARE IN ACCORDANCE WITH RECOMMENDATIONS THE CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES ARE IN ACCORDANCE WITH RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER. 2. ALL TESTING OF MATERIALS AND COMPACTION SHALL BE PERFORMED BY A GEOTECHNICAL ENGINEER. PRIOR TO ALL TESTING OF MATERIALS AND COMPACTION SHALL BE PERFORMED BY A GEOTECHNICAL ENGINEER. PRIOR TO ISSUANCE OF THE SUBSTANTIAL COMPLETION CERTIFICATE, THE GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE CONTRACT ADMINISTRATOR A FINAL GEOTECHNICAL REPORT. COPIES OF THE REPORT AND TEST RESULTS SHALL BE SUBMITTED TO THE CONTRACT ADMINISTRATOR AS WORK PROGRESS OR AS REQUIRED. 3. GEOTECHNICAL ENGINEER TO REVIEW AND APPROVE NATIVE SUBGRADE PRIOR TO FILL PLACEMENT. GEOTECHNICAL ENGINEER TO REVIEW AND APPROVE NATIVE SUBGRADE PRIOR TO FILL PLACEMENT. 4. GEOTECHNICAL ENGIEER TO REVIEW AND APPROVE FILL MATERIAL PRIOR TO USE. GEOTECHNICAL ENGIEER TO REVIEW AND APPROVE FILL MATERIAL PRIOR TO USE. 5. REMOVE VEGETATION, STRIP ORGANIC MATERIAL AND UNSUITABLE MATERIAL, AS REQUIRED, PRIOR TO PLACING REMOVE VEGETATION, STRIP ORGANIC MATERIAL AND UNSUITABLE MATERIAL, AS REQUIRED, PRIOR TO PLACING STRUCTURAL FILL. 6. COMPACT ALL EARTH FILLS AND GRANULAR MATERIAL LAYERS IN MAXIMUM 0.3m LIFTS TO 95% MODIFIED PROCTOR COMPACT ALL EARTH FILLS AND GRANULAR MATERIAL LAYERS IN MAXIMUM 0.3m LIFTS TO 95% MODIFIED PROCTOR DENSITY (MPD) UNLESS OTHERWISE DIRECTED IN WRITING BY THE GEOTECHNICAL ENGINEER. 7. EMBANKMENTS SHALL BE PLACED, SHAPED, COMPACTED, AND PROTECTED TO STANDARDS AND SPECIFICATIONS OF EMBANKMENTS SHALL BE PLACED, SHAPED, COMPACTED, AND PROTECTED TO STANDARDS AND SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER.
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DRAWING NOTES - EROSION AND SEDIMENT CONTROL: 1. ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DISTRICTS SEDIMENT CONTROL FOR ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DISTRICTS SEDIMENT CONTROL FOR CONSTRUCTION BYLAW UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR MUST PROVIDE THE FOLLOWING EROSION AND SEDIMENT CONTROL BMPS: THE CONTRACTOR MUST PROVIDE THE FOLLOWING EROSION AND SEDIMENT CONTROL BMPS: 2.1. PREPARE AN ESC PLAN AND SUBMIT TO CONSULTING ENGINEER FOR REVIEW PREPARE AN ESC PLAN AND SUBMIT TO CONSULTING ENGINEER FOR REVIEW 2.2. INSPECT, MONITOR AND REPORT ON THE ESC FACILITIES. INSPECT, MONITOR AND REPORT ON THE ESC FACILITIES. 3. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT BMPS ARE IMPLEMENTED ON SITE. ACCEPTABLE BMPS THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT BMPS ARE IMPLEMENTED ON SITE. ACCEPTABLE BMPS INCLUDE THOSE PROVIDED BELOW, AND THOSE PROVIDED IN FISHERIES AND OCEANS CANADA'S LAND DEVELOPMENT GUIDELINES FOR THE PROTECTION OF AQUATIC HABITAT (1993): 3.1. CLEAR ONLY THE AREAS NECESSARY (LEAVE VEGETATION IN AREAS THAT DON'T REQUIRE DISTURBANCE) CLEAR ONLY THE AREAS NECESSARY (LEAVE VEGETATION IN AREAS THAT DON'T REQUIRE DISTURBANCE) 3.2. ESTABLISH A STABILIZED ENTRY/EXIT POINT ESTABLISH A STABILIZED ENTRY/EXIT POINT 3.3. PROTECT THE PERIMETER OF THE SITE PROTECT THE PERIMETER OF THE SITE 3.4. DIVERT UP-SLOPE WATER AROUND THE WORK SITE (KEEP CLEAN WATER CLEAN) DIVERT UP-SLOPE WATER AROUND THE WORK SITE (KEEP CLEAN WATER CLEAN) 3.5. ROUGHEN EXPOSED SOILS ROUGHEN EXPOSED SOILS 3.6. TEMPORARILY STABILIZE DISTURBED EARTH TEMPORARILY STABILIZE DISTURBED EARTH 3.7. CREATE TEMPORARY SEDIMENT DETENTION FACILITY ONSITE. CREATE TEMPORARY SEDIMENT DETENTION FACILITY ONSITE. 3.8. INSTALL INLET PROTECTION MEASURES AT ALL STORM SYSTEM INLETS INSTALL INLET PROTECTION MEASURES AT ALL STORM SYSTEM INLETS 3.9. PLACE SOIL PILES UP SLOPE OF THE PERIMETER PROTECTION AND COVER WITH PLASTIC SHEETING OR PLACE SOIL PILES UP SLOPE OF THE PERIMETER PROTECTION AND COVER WITH PLASTIC SHEETING OR EROSION CONTROL BLANKETS. 3.10. DEWATER TO A CONTAINED PART OF THE SITE AND ALLOW IT TO INFILTRATE INTO THE SOIL DEWATER TO A CONTAINED PART OF THE SITE AND ALLOW IT TO INFILTRATE INTO THE SOIL 3.11. ENSURE THAT ALL CONTROL MEASURES ARE MAINTAINED IN GOOD WORKING ORDER ENSURE THAT ALL CONTROL MEASURES ARE MAINTAINED IN GOOD WORKING ORDER 3.12. RE-VEGETATE OR OTHERWISE PERMANENTLY STABILIZE THE SITE. RE-VEGETATE OR OTHERWISE PERMANENTLY STABILIZE THE SITE. 4. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ESC WORKS REGULARLY AND AFTER EACH SIGNIFICANT RAINFALL THE CONTRACTOR SHALL INSPECT AND MAINTAIN ESC WORKS REGULARLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. INSPECTIONS SHOULD BE DONE IN ACCORDANCE WITH THE DISTRICTS EROSION AND SEDIMENT CONTROL BYLAW. 5. RECOMMENDATIONS CONCERNING ADDITIONS, MAINTENANCE, AND MODIFICATIONS TO THE ACCEPTED PLAN, OR NEW RECOMMENDATIONS CONCERNING ADDITIONS, MAINTENANCE, AND MODIFICATIONS TO THE ACCEPTED PLAN, OR NEW BEST MANAGEMENT PRACTICES (BMPS) SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR.
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DRAWING NOTES - ROAD WORKS: 1. CHANGES OF GRADE AND DIRECTION SHALL BE FORMED BY SMOOTH VERTICAL AND HORIZONTAL CURVES. CHANGES OF GRADE AND DIRECTION SHALL BE FORMED BY SMOOTH VERTICAL AND HORIZONTAL CURVES. 2. ALL SUB-BASE ROAD AND GRANULAR BASE MATERIAL SHALL BE COMPACTED TO 95% MPD. ALL SUB-BASE ROAD AND GRANULAR BASE MATERIAL SHALL BE COMPACTED TO 95% MPD. 3. ALL VALVE BOXES, MANHOLES ETC THAT ARE WITHIN THE PAVED SURFACE OF THE ROADWAY SHALL BE ALL VALVE BOXES, MANHOLES ETC THAT ARE WITHIN THE PAVED SURFACE OF THE ROADWAY SHALL BE SET/ADJUSTED TO THE FINISHED PAVEMENT GRADE PRIOR TO FINAL PAVING. 4. ROAD WORKS ARE TO BE UNDER TAKEN IN ACCORDANCE WITH MMCD 2009 PLATINUM EDITION. ROAD WORKS ARE TO BE UNDER TAKEN IN ACCORDANCE WITH MMCD 2009 PLATINUM EDITION. 5. MAINTAIN ALL EXISTING SIGNS. MAINTAIN ALL EXISTING SIGNS. 6. ALL TEMPORARY AND PERMANENT STREET, TRAFFIC, AND ADVISORY SIGNS, AND PAVEMENT MARKING NOT ALL TEMPORARY AND PERMANENT STREET, TRAFFIC, AND ADVISORY SIGNS, AND PAVEMENT MARKING NOT NECESSARILY SHOWN ON THE DRAWINGS.