the corporation of the city of new westminster€¦ · the contractor shall coordinate with the...
TRANSCRIPT
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KEY PLAN
The Corporation of the
City of New Westminster
DRAWING INDEX
Chilliwack
Courtenay
Surrey
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
www.wedler.com
KELVIN HEIGHTS
SEWER SEPARATION PROGRAM
PHASE 1
DRAWING TITLE DRAWING NUMBER
Abbotsford
1.604.746.0300
CONTRACT No. NWIT-19-17
DRAWING INDEX
SCALE: 1:5000
LEGEND
PHASE 1
PHASE 1 PROVISIONAL
NOT IN CONTRACT (NIC)
AutoCAD SHX TextTENTH STREET TENTH STREET LONDON STREET DUBLIN STREET EDINBURGH STREET LONDON STREET DUBLIN STREET EDINBURGH STREET EIGHTH AVENUE DETAIL SHEET TENTH STREET KINGSTON STREET KELVIN STREET SIXTH AVENUE HOWAY STREET
AutoCAD SHX Text- STORM SEWER S19-0291/A-01 - STORM SEWER S19-0291/A-02 - STORM SEWER S19-0291/A-03 - STORM SEWER S19-0291/A-04 - STORM SEWER S19-0291/A-05 - STORM SEWER S19-0291/A-06 - STORM SEWER S19-0291/A-07 - STORM SEWER S19-0291/A-08 - STORM SEWER S19-0291/A-09 - STORM SEWER S19-0291/A-10 - STORM SEWER S19-0291/A-101 - STORM SEWER S19-0291/A-102 - STORM SEWER S19-0291/A-103 - STORM SEWER S19-0291/A-104 - STORM SEWER S19-0291/A-105
AutoCAD SHX TextTENTH STREET
AutoCAD SHX TextEIGHTH AVE.
AutoCAD SHX TextEDINBURGH ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextTWELFTH STREET
AutoCAD SHX TextHENLEY STREET
AutoCAD SHX TextEIGHTH STREET
AutoCAD SHX TextEDINBURGH ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextTENTH STREET
AutoCAD SHX TextEIGHTH AVE.
AutoCAD SHX TextKINGSTON ST
AutoCAD SHX TextHOWAY ST
AutoCAD SHX TextKELVIN ST
AutoCAD SHX TextSIXTH AVE
AutoCAD SHX TextTWELFTH STREET
AutoCAD SHX TextNANAIMO ST
AutoCAD SHX TextSEVENTH ST
AutoCAD SHX TextFIFTH ST
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(PROVISIONAL)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
-
CITY OF NEW WESTMINSTER MONUMENT 89H6030
ELEV. = 96.008m
SET IN SOUTHWESTERNLY SIDEWALK OF 10th AVE. & 8th ST.
and
ELEV. = 82.194.m
SET IN WESTERNLY SIDEWALK OF 7th AVE.
OPPOSITE HOUSE # 1026
CITY OF NEW WESTMINSTER MONUMENT 89H5530
Project
Rev.Drawing No.
DateSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
ProposedPlan - LegendExisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
The Corporation of the
City of New Westminster
Consultant CardBENCHMARK
Received
Checked
Approved
Date
CITY ENGINEER
of
Chilliwack
Courtenay
Surrey
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
www.wedler.com
Abbotsford
1.604.746.0300
KELVIN HEIGHTS
SEWER SEPARATION PROGRAM
PHASE 1
S19-0291/A
2019-02-20
S19-0291/A-
10
--
SR
--
--
NWIT-19-17
IS
SU
ED
F
OR
T
EN
DE
R
2
1 2019-04-22 ISSUED FOR ALIGNMENT REVIEW SR SR
2 2019-07-08 ISSUED FOR TENDER AA SR
LONDON STREET
STORM SEWER
03
1:500 1:100
03
’
’
’ ’
NOTE:
ATTENTION:
AutoCAD SHX Text42 DP GAS
AutoCAD SHX TextBUILDING LEAN
AutoCAD SHX TextPARKING
AutoCAD SHX TextPARKING
AutoCAD SHX TextBOULDER
AutoCAD SHX TextBOULDERS
AutoCAD SHX TextBOULDERS
AutoCAD SHX TextCONC
AutoCAD SHX TextCONC
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextSPEED BUMP
AutoCAD SHX TextSPEED BUMP
AutoCAD SHX TextSPEED BUMP
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextTILE ART
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextBUILDING LEAN (TYP.)
AutoCAD SHX TextMON.
AutoCAD SHX TextM
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextFBR OPTC
AutoCAD SHX Text1008
AutoCAD SHX Text1010
AutoCAD SHX Text1012
AutoCAD SHX Text1014
AutoCAD SHX Text1024
AutoCAD SHX Text1026
AutoCAD SHX Text913
AutoCAD SHX Text923
AutoCAD SHX Text1019
AutoCAD SHX Text1017
AutoCAD SHX Text1015
AutoCAD SHX Text1013
AutoCAD SHX Text1009
AutoCAD SHX Text1007
AutoCAD SHX Text918
AutoCAD SHX Text1108
AutoCAD SHX Text1114
AutoCAD SHX Text1116
AutoCAD SHX Text1120
AutoCAD SHX Text1122
AutoCAD SHX Text1124
AutoCAD SHX Text915
AutoCAD SHX Text1123
AutoCAD SHX Text1119
AutoCAD SHX Text1115
AutoCAD SHX Text1113
AutoCAD SHX Text1109
AutoCAD SHX Text1107
AutoCAD SHX Text1103
AutoCAD SHX Text923
AutoCAD SHX TextEXISTING GROUND ABOVE PROP. PIPE CENTRELINE
AutoCAD SHX TextSW. HENLEY ST.
AutoCAD SHX TextNE. HENLEY ST.
AutoCAD SHX TextNE. TWELFT ST.
AutoCAD SHX TextEX. 200 CIP CMB SERVICEINV. APPROXIMATE
AutoCAD SHX TextEX. 150 W/M CROSSINGINV. UNKNOWN
AutoCAD SHX Text150 CB LEAD (X2)
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX TextLONDON STREET
AutoCAD SHX TextTWELFTH ST.
AutoCAD SHX TextHENLEY ST.
AutoCAD SHX TextREMOVE AND DISPOSE OF EXIST. STORM MANHOLE RECONNECT EXIST. 300 PVC STUBTO NORTH AND EXIST. 375 PVCSTORM TO SOUTH TO PROPOSED MH
AutoCAD SHX TextPROPOSED STORM
AutoCAD SHX TextEX. GROUND ELEV. ABOVE PROP. PIPE CENTRELINE
AutoCAD SHX TextCHAINAGE ON BASELINE (m)
AutoCAD SHX TextINSTALL STD. MANHOLES AS PER MMCD STD. DWG S1 (TYP.)
AutoCAD SHX TextKEEP 3.0m SEPARATION BETWEEN PROP. STORM AND EXISTING WATERMAIN
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextEDINBURGH ST.
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextEDINBURGH ST.
AutoCAD SHX TextEIGHTH AVE.
AutoCAD SHX TextTENTH ST
AutoCAD SHX TextTENTH AVE.
AutoCAD SHX TextHENLEY ST.
AutoCAD SHX TextEIGHTH ST
AutoCAD SHX TextTWELFTH ST
AutoCAD SHX TextREPLACE EXISTING CB WITH NEW STD. SIDE INLET CATCH BASIN AS PER CITY OF NEW WEST DWG SDS-4 UNLESS OTHERWISE INSTRUCTED BY CONTRACT ADMINISTRATOR. CONNECT TO PROPOSED STORM SEWER WITH 150mm LEAD @ 2%. CAP LEADS TO EX. CMB LINE (TYP.)
AutoCAD SHX TextINDEX PLAN
AutoCAD SHX TextNTS
AutoCAD SHX Text1. ALL WORKS SHALL CONFORM TO THE MASTER MUNICIPAL CONTRACT ALL WORKS SHALL CONFORM TO THE MASTER MUNICIPAL CONTRACT DOCUMENTS (MMCD) 2009 "PLATINUM BOOK", MMCD SUPPLEMENTAL UPDATE 2011-08-04, AND THE CURRENT CITY OF NEW WESTMINSTER SUPPLEMENTAL SPECIFICATIONS AND DETAIL DRAWING.. 2. ASPHALT CUTS SHALL BE STRAIGHT WITH CLEAN VERTICAL EDGE.. ASPHALT CUTS SHALL BE STRAIGHT WITH CLEAN VERTICAL EDGE.. 3. ALL PROPOSED WORKS SHALL BE INSPECTED BY THE CONTRACT ALL PROPOSED WORKS SHALL BE INSPECTED BY THE CONTRACT ADMINISTRATOR. 4. ALL STORM MANHOLES TO BE 1050mm REINFORCED CONC. AS PER ALL STORM MANHOLES TO BE 1050mm REINFORCED CONC. AS PER MMCD DWG S-1 UNLESS OTHERWISE NOTED. 5. ALL STORM PIPE TO BE INSTALLED WITH GASKETED JOINTS UNLESS ALL STORM PIPE TO BE INSTALLED WITH GASKETED JOINTS UNLESS OTHERWISE NOTED. 6. REINSTATE ALL DISTURBED BOULEVARDS, SHOULDERS, SIDEWALKS, REINSTATE ALL DISTURBED BOULEVARDS, SHOULDERS, SIDEWALKS, DRIVEWAYS, AND PAINT MARKINGS TO ORIGINAL CONDITION OR BETTER CONDITION. FULL PANEL REPLACEMENT REQUIRED FOR ALL CONCRETE FULL PANEL REPLACEMENT REQUIRED FOR ALL CONCRETE FOR ALL CONCRETE SIDEWALK AND DRIVEWAY.. 7. CAP ALL EXISTING CB LEADS TO COMBINED SEWER AT THE EX. MAIN CAP ALL EXISTING CB LEADS TO COMBINED SEWER AT THE EX. MAIN WITH A WATER TIGHT ENCASEMENT. 8. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF NEW WESTMINSTER'S SUBDIVISION AND DEVELOPMENT BYLAW NO. 7142. 2007, THE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD) (PLATINUM EDITION), SUPPLEMENTAL UPDATES AND STANDARD DETAIL DRAWINGS, UNLESS SPECIFIED OTHERWISE. 9. INFORMATION ON THE DRAWINGS REGARDING EXISTING UTILITIES WAS INFORMATION ON THE DRAWINGS REGARDING EXISTING UTILITIES WAS COMPILED FROM MUNICIPAL RECORD DRAWINGS, CONSTRUCTION DRAWINGS AND FIELD SURVEY. THIS INFORMATION IS NOT NECESSARILY ACCURATE OR COMPLETE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO S RESPONSIBILITY TO IMMEDIATELY REPORT ANY DISCREPANCIES TO WEDLER ENGINEERING LLP IF REMEDIAL ACTION IS REQUIRED. ANY CLAIMS RESULTING FROM FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S EXPENSE. S EXPENSE. 10. ALL UTILITIES AND SERVICES CROSSING THE PROPOSED UTILITY, AND ALL UTILITIES AND SERVICES CROSSING THE PROPOSED UTILITY, AND TIE-IN LOCATIONS SHALL BE LOCATED AND EXPOSED. PRE-LOCATION SHALL BE DONE IN ADVANCE OF UTILITY INSTALLATION WHICH PROVIDES ENOUGH DISTANCE FOR ADJUSTMENT IN LINE AND GRADE TO BE MADE TO SUIT FIELD CONDITION. ANY CLAIMS RESULTING FROM THE CONTRACTOR’S FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S S FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S S EXPENSE. 11. CONTRACTOR SHALL PHOTOGRAPH PRIOR TO CONSTRUCTION, ANY CONTRACTOR SHALL PHOTOGRAPH PRIOR TO CONSTRUCTION, ANY EXISTING FEATURES TO BE DISTURBED. THE CONTRACTOR SHALL RESTORE ALL DISTURBED PAVEMENT, CURBS, SIDEWALKS, LANDSCAPING, FENCES OR ANY OTHER FEATURES AFFECTED BY THE CONSTRUCTION WORKS TO THE ORIGINAL CONDITION OR BETTER, AND TO THE SATISFACTION OF THE CONSULTANT. 12. CONTRACTOR TO NOTIFY FORTIS BC, TELUS, BRIDGENET, NEW CONTRACTOR TO NOTIFY FORTIS BC, TELUS, BRIDGENET, NEW WESTMINSTER ELECTRICAL DEPARTMENT DIRECTLY, AT LEAST 48HRS PRIOR TO WORKING IN AREAS OF THESE EXISTING UTILITIES. 13. CONTRACTOR TO CONTACT METRO VANCOUVER AT 604.522.1153 10 CONTRACTOR TO CONTACT METRO VANCOUVER AT 604.522.1153 10 DAYS PRIOR TO WORKING IN PROXIMITY TO METRO VANCOUVER WATERMAIN. 14. ANY CHANGES TO THE DESIGN MUST BE APPROVED IN WRITING BY ANY CHANGES TO THE DESIGN MUST BE APPROVED IN WRITING BY WEDLER ENGINEERING LLP AND THE CITY OF NEW WESTMINSTER. FAILURE TO NOTIFY WEDLER AND CITY OF NEW WESTMINSTER IN ADVANCE OF CHANGES MAY RESULT IN REJECTION OF WORK. 15. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL, WHICH SHALL BE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL, WHICH SHALL BE IN ACCORDANCE WITH WorkSafeBC, AND TERMS AND CONDITIONS OF ANY MUNICIPAL PERMIT. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR WORK WITHIN THE CITY ROAD ALLOWANCE. 17. RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN ONE RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN ONE WEEK WRITTEN NOTICE OF THE START OF CONSTRUCTION. IF CONSTRUCTION ENTERS ONTO PRIVATE PROPERTY, THE CONTRACTOR WILL REQUIRE WRITTEN AUTHORIZATION FROM THE PROPERTY OWNER. 18. THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT THE THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT THE REMOVAL OR RELOCATION OF ALL PRIVATE STRUCTURE(S) WITHIN THE THE CITY RIGHT OF WAY THAT MAY BE IMPACTED BY CONSTRUCTION. 19. LOCATION OF SERVICE CONNECTIONS WERE COMPILED FROM AS-BUILT LOCATION OF SERVICE CONNECTIONS WERE COMPILED FROM AS-BUILT DRAWINGS AND SERVICE RECORD CARD. CONTRACTOR TO LOCATE AND VERIFY AS REQUIRED. LOTS WITH MISSING RECORDS SHOWING SERVICE CONNECTIONS ARE ILLUSTRATIVE ONLY; CONTRACTOR TO VERIFY ALL LOCATION. 20. CONTRACTOR TO PROVIDE TREE PROTECTIVE FENCING AND FOLLOW ALL CONTRACTOR TO PROVIDE TREE PROTECTIVE FENCING AND FOLLOW ALL TREE PROTECTION REQUIREMENTS PER THE CITY OF NEW WESTMINSTER'S TREE PROTECTION BYLAW NO. 7799, 2016.
AutoCAD SHX TextBEFORE YOU DIG EXISTING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING WERE COMPILED FROM A COMBINATION OF VARIOUS AS-CONSTRUCTED RECORD DRAWINGS AND SOME FIELD SURVEYS. THIS INFORMATION IS NOT NECESSARILY ACCURATE OR COMPLETE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION WHERE POTENTIAL CONFLICTS EXIST. CONTRACTOR TO CONTACT TELUS, B.C. HYDRO, FORTIS BC, BC ONE CALL, NEW WESTMINSTER BRIDGENET, NEW WESTMINSTER ELECTRICAL, SHAW AND ANY OTHER KNOWN UTILITY OWNER IN AREA PRIOR TO CONSTRUCTION TO CONFIRM LOCATIONS FOR UTILITIES AND APPURTENANCES REQUIRING ADJUSTMENT. ANY DISCREPANCIES REQUIRING CHANGES TO DESIGN MUST BE REPORTED TO WEDLER ENGINEERING LLP. IMMEDIATELY. ALL UTILITIES IN THE PATHWAY OF PROPOSED INSTALLATIONS SHALL BE PRE-LOCATED TO DETERMINE IF THERE ARE ANY CONFLICTS PRIOR TO CONSTRUCTION OF NEW UTILITY.
AutoCAD SHX TextGENERAL NOTES
AutoCAD SHX TextPROPOSED SPEED HUMP. FOR LOCATIONS WHERE EX. SPEED HUMP EXISTS, REMOVE EXISTING AND CONSTRUCT NEW ONE AS SHOWN (TYP.) SEE DETAIL SHEET 10.
AutoCAD SHX TextFOR UTILITY TRENCH, REFER TO MMCD STD. DWG. G4 WITH TYPE 1 BEDDING. FOR PERMANENT PAVEMENT RESTORATION REFER TO MMCD STD. DWG. G5 AND CITY OF NEW WESTMINSTER PAVEMENT STRUCTURE REQUIREMENTS (TYP.)
AutoCAD SHX TextELEVATION OF PROPOSED STORM SEWER IS APPROX. 1m ABOVE THE EXISTING COMBINED SEWER THAT CURRENTLY SERVICES THE LOTS ON LONDON STREET FROM MAINS IN THE LANES NORTH AND SOUTH OF LONDON STREET.
AutoCAD SHX TextREMOVE EXISTING SPEED HUMP AND SIGNAGE. MILL AND REPAVE WITH 35mm UC#2 TO MATCH SURROUNDING GRADES (TYP)
AutoCAD SHX TextTIE IN EX. CATCH BASIN LEAD IF EXISTING CONNECTION CANNOT BE MAINTAINED DURING CONSTRUCTION
AutoCAD SHX TextALL WORKS ON THIS SHEET ARE PROVISIONAL AND SUBJECT TO AVAILABLE FUNDING
-
CITY OF NEW WESTMINSTER MONUMENT 89H6030
ELEV. = 96.008m
SET IN SOUTHWESTERNLY SIDEWALK OF 10th AVE. & 8th ST.
and
ELEV. = 82.194.m
SET IN WESTERNLY SIDEWALK OF 7th AVE.
OPPOSITE HOUSE # 1026
CITY OF NEW WESTMINSTER MONUMENT 89H5530
Project
Rev.Drawing No.
DateSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
ProposedPlan - LegendExisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
The Corporation of the
City of New Westminster
Consultant CardBENCHMARK
Received
Checked
Approved
Date
CITY ENGINEER
of
Chilliwack
Courtenay
Surrey
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
www.wedler.com
Abbotsford
1.604.746.0300
KELVIN HEIGHTS
SEWER SEPARATION PROGRAM
PHASE 1
S19-0291/A
2019-02-20
S19-0291/A-
10
--
SR
--
--
NWIT-19-17
IS
SU
ED
F
OR
T
EN
DE
R
2
1 2019-04-22 ISSUED FOR ALIGNMENT REVIEW SR SR
2 2019-07-08 ISSUED FOR TENDER AA SR
DUBLIN STREET
STORM SEWER
04
1:500 1:100
04
’
’
’ ’
NOTE:
AutoCAD SHX Text60 DP GAS
AutoCAD SHX Text60 DP GAS
AutoCAD SHX Text33 GAS (DEAD)
AutoCAD SHX Text1-100 TEL
AutoCAD SHX TextSB
AutoCAD SHX TextSB
AutoCAD SHX Text1-100 TEL
AutoCAD SHX TextU/C
AutoCAD SHX TextPARKING
AutoCAD SHX TextBOULDERS
AutoCAD SHX TextBOULDERS
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextSPEED BUMP
AutoCAD SHX TextSPEED BUMP
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextMON.
AutoCAD SHX TextMON.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextFBR OPTC
AutoCAD SHX Text903
AutoCAD SHX Text1004
AutoCAD SHX Text1006
AutoCAD SHX Text1008
AutoCAD SHX Text1016
AutoCAD SHX Text1020
AutoCAD SHX Text1024
AutoCAD SHX Text1026
AutoCAD SHX Text1028
AutoCAD SHX Text901
AutoCAD SHX Text1015
AutoCAD SHX Text1013
AutoCAD SHX Text1011
AutoCAD SHX Text1009
AutoCAD SHX Text1007
AutoCAD SHX Text1003
AutoCAD SHX Text905
AutoCAD SHX Text1121
AutoCAD SHX Text1119
AutoCAD SHX Text1117
AutoCAD SHX Text1115
AutoCAD SHX Text1111
AutoCAD SHX Text1105
AutoCAD SHX Text1103
AutoCAD SHX Text906
AutoCAD SHX Text1102
AutoCAD SHX Text1106
AutoCAD SHX Text1110
AutoCAD SHX Text1114
AutoCAD SHX Text1116
AutoCAD SHX Text1120
AutoCAD SHX Text1122
AutoCAD SHX Text841
AutoCAD SHX TextEXISTING GROUND ABOVE PROP. PIPE CENTRELINE
AutoCAD SHX TextSW. HENLEY ST.
AutoCAD SHX TextNE. HENLEY ST.
AutoCAD SHX TextNE. TWELFTH ST.
AutoCAD SHX TextEX. 250 VIT CMB CROSSINGINV. APPROXIMATE
AutoCAD SHX TextEX. 200 VIT CMB CROSSINGINV. APPROXIMATE
AutoCAD SHX TextEX. 150 W/M CROSSINGINV. UNKNOWN
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX TextEX. TEL.CROSSING INV. UNKNOWN
AutoCAD SHX TextDUBLIN STREET
AutoCAD SHX TextTWELFTH ST.
AutoCAD SHX TextHENLEY ST.
AutoCAD SHX TextPROPOSED STORM
AutoCAD SHX TextEX. GROUND ELEV. ABOVE PROP. PIPE CENTRELINE
AutoCAD SHX TextCHAINAGE ON BASELINE (m)
AutoCAD SHX TextTIE-IN TO EX. MH AND RE-BENCH AS NECESSARY
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextEDINBURGH ST.
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextEDINBURGH ST.
AutoCAD SHX TextEIGHTH AVE.
AutoCAD SHX TextTENTH ST
AutoCAD SHX TextTENTH AVE.
AutoCAD SHX TextHENLEY ST.
AutoCAD SHX TextEIGHTH ST
AutoCAD SHX TextTWELFTH ST
AutoCAD SHX TextREPLACE EXISTING CB WITH NEW STD. SIDE INLET CATCH BASIN AS PER CITY OF NEW WEST DWG SDS-4 UNLESS OTHERWISE INSTRUCTED BY CONTRACT ADMINISTRATOR. CONNECT TO PROPOSED STORM SEWER WITH 150mm LEAD @ 2%. CAP LEADS TO EX. CMB LINE (TYP.)
AutoCAD SHX TextINDEX PLAN
AutoCAD SHX TextNTS
AutoCAD SHX TextFOR UTILITY TRENCH, REFER TO MMCD STD. DWG. G4 WITH TYPE 1 BEDDING. FOR PERMANENT PAVEMENT RESTORATION REFER TO MMCD STD. DWG. G5 AND CITY OF NEW WESTMINSTER PAVEMENT STRUCTURE REQUIREMENTS (TYP.)
AutoCAD SHX Text1. ALL WORKS SHALL CONFORM TO THE MASTER MUNICIPAL CONTRACT ALL WORKS SHALL CONFORM TO THE MASTER MUNICIPAL CONTRACT DOCUMENTS (MMCD) 2009 "PLATINUM BOOK", MMCD SUPPLEMENTAL UPDATE 2011-08-04, AND THE CURRENT CITY OF NEW WESTMINSTER SUPPLEMENTAL SPECIFICATIONS AND DETAIL DRAWING.. 2. ASPHALT CUTS SHALL BE STRAIGHT WITH CLEAN VERTICAL EDGE.. ASPHALT CUTS SHALL BE STRAIGHT WITH CLEAN VERTICAL EDGE.. 3. ALL PROPOSED WORKS SHALL BE INSPECTED BY THE CONTRACT ALL PROPOSED WORKS SHALL BE INSPECTED BY THE CONTRACT ADMINISTRATOR. 4. ALL STORM MANHOLES TO BE 1050mm REINFORCED CONC. AS PER ALL STORM MANHOLES TO BE 1050mm REINFORCED CONC. AS PER MMCD DWG S-1 UNLESS OTHERWISE NOTED. 5. ALL STORM PIPE TO BE INSTALLED WITH GASKETED JOINTS UNLESS ALL STORM PIPE TO BE INSTALLED WITH GASKETED JOINTS UNLESS OTHERWISE NOTED. 6. REINSTATE ALL DISTURBED BOULEVARDS, SHOULDERS, SIDEWALKS, REINSTATE ALL DISTURBED BOULEVARDS, SHOULDERS, SIDEWALKS, DRIVEWAYS, AND PAINT MARKINGS TO ORIGINAL CONDITION OR BETTER CONDITION. FULL PANEL REPLACEMENT REQUIRED FOR ALL CONCRETE FULL PANEL REPLACEMENT REQUIRED FOR ALL CONCRETE FOR ALL CONCRETE SIDEWALK AND DRIVEWAY.. 7. CAP ALL EXISTING CB LEADS TO COMBINED SEWER AT THE EX. MAIN CAP ALL EXISTING CB LEADS TO COMBINED SEWER AT THE EX. MAIN WITH A WATER TIGHT ENCASEMENT. 8. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF NEW WESTMINSTER'S SUBDIVISION AND DEVELOPMENT BYLAW NO. 7142. 2007, THE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD) (PLATINUM EDITION), SUPPLEMENTAL UPDATES AND STANDARD DETAIL DRAWINGS, UNLESS SPECIFIED OTHERWISE. 9. INFORMATION ON THE DRAWINGS REGARDING EXISTING UTILITIES WAS INFORMATION ON THE DRAWINGS REGARDING EXISTING UTILITIES WAS COMPILED FROM MUNICIPAL RECORD DRAWINGS, CONSTRUCTION DRAWINGS AND FIELD SURVEY. THIS INFORMATION IS NOT NECESSARILY ACCURATE OR COMPLETE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO S RESPONSIBILITY TO IMMEDIATELY REPORT ANY DISCREPANCIES TO WEDLER ENGINEERING LLP IF REMEDIAL ACTION IS REQUIRED. ANY CLAIMS RESULTING FROM FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S EXPENSE. S EXPENSE. 10. ALL UTILITIES AND SERVICES CROSSING THE PROPOSED UTILITY, AND ALL UTILITIES AND SERVICES CROSSING THE PROPOSED UTILITY, AND TIE-IN LOCATIONS SHALL BE LOCATED AND EXPOSED. PRE-LOCATION SHALL BE DONE IN ADVANCE OF UTILITY INSTALLATION WHICH PROVIDES ENOUGH DISTANCE FOR ADJUSTMENT IN LINE AND GRADE TO BE MADE TO SUIT FIELD CONDITION. ANY CLAIMS RESULTING FROM THE CONTRACTOR’S FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S S FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S S EXPENSE. 11. CONTRACTOR SHALL PHOTOGRAPH PRIOR TO CONSTRUCTION, ANY CONTRACTOR SHALL PHOTOGRAPH PRIOR TO CONSTRUCTION, ANY EXISTING FEATURES TO BE DISTURBED. THE CONTRACTOR SHALL RESTORE ALL DISTURBED PAVEMENT, CURBS, SIDEWALKS, LANDSCAPING, FENCES OR ANY OTHER FEATURES AFFECTED BY THE CONSTRUCTION WORKS TO THE ORIGINAL CONDITION OR BETTER, AND TO THE SATISFACTION OF THE CONSULTANT. 12. CONTRACTOR TO NOTIFY FORTIS BC, TELUS, BRIDGENET, NEW CONTRACTOR TO NOTIFY FORTIS BC, TELUS, BRIDGENET, NEW WESTMINSTER ELECTRICAL DEPARTMENT DIRECTLY, AT LEAST 48HRS PRIOR TO WORKING IN AREAS OF THESE EXISTING UTILITIES. 13. CONTRACTOR TO CONTACT METRO VANCOUVER AT 604.522.1153 10 CONTRACTOR TO CONTACT METRO VANCOUVER AT 604.522.1153 10 DAYS PRIOR TO WORKING IN PROXIMITY TO METRO VANCOUVER WATERMAIN. 14. ANY CHANGES TO THE DESIGN MUST BE APPROVED IN WRITING BY ANY CHANGES TO THE DESIGN MUST BE APPROVED IN WRITING BY WEDLER ENGINEERING LLP AND THE CITY OF NEW WESTMINSTER. FAILURE TO NOTIFY WEDLER AND CITY OF NEW WESTMINSTER IN ADVANCE OF CHANGES MAY RESULT IN REJECTION OF WORK. 15. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL, WHICH SHALL BE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL, WHICH SHALL BE IN ACCORDANCE WITH WorkSafeBC, AND TERMS AND CONDITIONS OF ANY MUNICIPAL PERMIT. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR WORK WITHIN THE CITY ROAD ALLOWANCE. 17. RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN ONE RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN ONE WEEK WRITTEN NOTICE OF THE START OF CONSTRUCTION. IF CONSTRUCTION ENTERS ONTO PRIVATE PROPERTY, THE CONTRACTOR WILL REQUIRE WRITTEN AUTHORIZATION FROM THE PROPERTY OWNER. 18. THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT THE THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT THE REMOVAL OR RELOCATION OF ALL PRIVATE STRUCTURE(S) WITHIN THE THE CITY RIGHT OF WAY THAT MAY BE IMPACTED BY CONSTRUCTION. 19. LOCATION OF SERVICE CONNECTIONS WERE COMPILED FROM AS-BUILT LOCATION OF SERVICE CONNECTIONS WERE COMPILED FROM AS-BUILT DRAWINGS AND SERVICE RECORD CARD. CONTRACTOR TO LOCATE AND VERIFY AS REQUIRED. LOTS WITH MISSING RECORDS SHOWING SERVICE CONNECTIONS ARE ILLUSTRATIVE ONLY; CONTRACTOR TO VERIFY ALL LOCATION. 20. CONTRACTOR TO PROVIDE TREE PROTECTIVE FENCING AND FOLLOW ALL CONTRACTOR TO PROVIDE TREE PROTECTIVE FENCING AND FOLLOW ALL TREE PROTECTION REQUIREMENTS PER THE CITY OF NEW WESTMINSTER'S TREE PROTECTION BYLAW NO. 7799, 2016.
AutoCAD SHX TextBEFORE YOU DIG EXISTING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING WERE COMPILED FROM A COMBINATION OF VARIOUS AS-CONSTRUCTED RECORD DRAWINGS AND SOME FIELD SURVEYS. THIS INFORMATION IS NOT NECESSARILY ACCURATE OR COMPLETE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION WHERE POTENTIAL CONFLICTS EXIST. CONTRACTOR TO CONTACT TELUS, B.C. HYDRO, FORTIS BC, BC ONE CALL, NEW WESTMINSTER BRIDGENET, NEW WESTMINSTER ELECTRICAL, SHAW AND ANY OTHER KNOWN UTILITY OWNER IN AREA PRIOR TO CONSTRUCTION TO CONFIRM LOCATIONS FOR UTILITIES AND APPURTENANCES REQUIRING ADJUSTMENT. ANY DISCREPANCIES REQUIRING CHANGES TO DESIGN MUST BE REPORTED TO WEDLER ENGINEERING LLP. IMMEDIATELY. ALL UTILITIES IN THE PATHWAY OF PROPOSED INSTALLATIONS SHALL BE PRE-LOCATED TO DETERMINE IF THERE ARE ANY CONFLICTS PRIOR TO CONSTRUCTION OF NEW UTILITY.
AutoCAD SHX TextGENERAL NOTES
AutoCAD SHX TextPROPOSED SPEED HUMP. FOR LOCATIONS WHERE EX. SPEED HUMP EXISTS, REMOVE EXISTING AND CONSTRUCT NEW ONE AS SHOWN (TYP. X4) SEE DETAIL SHEET 10.
AutoCAD SHX TextREMOVE EXISTING SPEED HUMP AND SIGNAGE. MILL AND REPAVE WITH 35mm UC#2 TO MATCH SURROUNDING GRADES (TYP)
AutoCAD SHX TextFUTURE GRAVITY STORM CONNECTION FOR LOTS ON SOUTH SIDE OF DUBLIN STREET ARE EXPECTED TO CONNECT TO FUTURE SEWER IN THE LANE TO THE SOUTH.
AutoCAD SHX TextEX. CB (TYP)
AutoCAD SHX TextINSTALL STD. MANHOLES AS PER MMCD STD. DWG S1 (TYP.)
AutoCAD SHX TextREMOVE EXISTING SPEED HUMP AND SIGNAGE. MILL AND REPAVE WITH UC#2 TO MATCH SURROUNDING GRADES (TYP)
-
CITY OF NEW WESTMINSTER MONUMENT 89H6030
ELEV. = 96.008m
SET IN SOUTHWESTERNLY SIDEWALK OF 10th AVE. & 8th ST.
and
ELEV. = 82.194.m
SET IN WESTERNLY SIDEWALK OF 7th AVE.
OPPOSITE HOUSE # 1026
CITY OF NEW WESTMINSTER MONUMENT 89H5530
Project
Rev.Drawing No.
DateSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
ProposedPlan - LegendExisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
The Corporation of the
City of New Westminster
Consultant CardBENCHMARK
Received
Checked
Approved
Date
CITY ENGINEER
of
Chilliwack
Courtenay
Surrey
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
www.wedler.com
Abbotsford
1.604.746.0300
KELVIN HEIGHTS
SEWER SEPARATION PROGRAM
PHASE 1
S19-0291/A
2019-02-20
S19-0291/A-
10
--
SR
--
--
NWIT-19-17
IS
SU
ED
F
OR
T
EN
DE
R
2
1 2019-04-22 ISSUED FOR ALIGNMENT REVIEW SR SR
2 2019-07-08 ISSUED FOR TENDER AA SR
EDINBURGH STREET
STORM SEWER
05
1:500 1:100
05
’
’
’ ’
NOTE:
AutoCAD SHX TextSB
AutoCAD SHX Text1-100 TEL
AutoCAD SHX Text1-100 TEL
AutoCAD SHX TextSB
AutoCAD SHX TextBUILDING LEAN
AutoCAD SHX TextBOULDERS
AutoCAD SHX TextBOULDERS
AutoCAD SHX TextBOULDERS
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX TextVAULT
AutoCAD SHX Text89H6121
AutoCAD SHX TextSPEED BUMP
AutoCAD SHX TextSPEED BUMP
AutoCAD SHX TextSPEED BUMP
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextPARKING METER
AutoCAD SHX TextCONCRETE PLANTER
AutoCAD SHX TextBUILDING LEAN (TYP.)
AutoCAD SHX TextBUILDING LEAN (TYP.)
AutoCAD SHX Text1-75 TEL
AutoCAD SHX TextSB
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextNW ELECT.
AutoCAD SHX TextFBR OPTC
AutoCAD SHX TextOPTC
AutoCAD SHX TextFBR OPTC
AutoCAD SHX TextFBR OPTC
AutoCAD SHX TextFBR
AutoCAD SHX Text1008
AutoCAD SHX Text1010
AutoCAD SHX Text1012
AutoCAD SHX Text1014
AutoCAD SHX Text1018
AutoCAD SHX Text1022
AutoCAD SHX Text817
AutoCAD SHX Text1024
AutoCAD SHX Text1029
AutoCAD SHX Text1023
AutoCAD SHX Text1019
AutoCAD SHX Text1017
AutoCAD SHX Text1011
AutoCAD SHX Text1007
AutoCAD SHX Text1005
AutoCAD SHX Text812
AutoCAD SHX Text1104
AutoCAD SHX Text1106
AutoCAD SHX Text1108
AutoCAD SHX Text1112
AutoCAD SHX Text1116
AutoCAD SHX Text1120
AutoCAD SHX Text1124
AutoCAD SHX Text829
AutoCAD SHX Text1123
AutoCAD SHX Text1121
AutoCAD SHX Text1117
AutoCAD SHX Text1115
AutoCAD SHX Text1111
AutoCAD SHX Text1109
AutoCAD SHX Text1107
AutoCAD SHX Text1101
AutoCAD SHX Text1110
AutoCAD SHX TextEXISTING GROUND ABOVE PROP. PIPE CENTRELINE
AutoCAD SHX TextSW. HENLEY ST.
AutoCAD SHX TextNE. TWELFTH ST.
AutoCAD SHX TextNE. HENLEY ST.
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX Text150 CB LEAD
AutoCAD SHX TextEX. 300 VIT CMB CROSSINGINV. APPROXIMATE
AutoCAD SHX TextEX. 250 HDPE CMB CROSSINGINV. APPROXIMATE
AutoCAD SHX TextEX. 100 W/M CROSSINGINV. UNKNOWN
AutoCAD SHX TextEX. 200 DI W/M CROSSINGINV. UNKNOWN
AutoCAD SHX TextEX. FIBER OPTIC CABLE INV UNKNOWN
AutoCAD SHX TextEX. 1-100 TEL DUCTINV UNKNOWN
AutoCAD SHX TextEX. 1-75 TEL DUCTINV UNKNOWN
AutoCAD SHX TextEX. 1-100 TEL DUCTINV UNKNOWN
AutoCAD SHX TextEDINBURGH STREET
AutoCAD SHX TextTWELFTH ST.
AutoCAD SHX TextTIE-IN TO EXISTING MANHOLE. AND RE-BENCH AS NECESSARY
AutoCAD SHX TextPROPOSED STORM
AutoCAD SHX TextEX. GROUND ELEV. ABOVE PROP. PIPE CENTRELINE
AutoCAD SHX TextCHAINAGE ON BASELINE (m)
AutoCAD SHX TextHENLEY ST.
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextEDINBURGH ST.
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextEDINBURGH ST.
AutoCAD SHX TextEIGHTH AVE.
AutoCAD SHX TextTENTH ST
AutoCAD SHX TextTENTH AVE.
AutoCAD SHX TextHENLEY ST.
AutoCAD SHX TextEIGHTH ST
AutoCAD SHX TextTWELFTH ST
AutoCAD SHX TextTIE INTO EX. MH 6819. RE-BENCH AS NECESSARY
AutoCAD SHX TextINSTALL STD. MANHOLES AS PER MMCD STD. DWG S1 (TYP.)
AutoCAD SHX TextREPLACE EXISTING CB WITH NEW STD. SIDE INLET CATCH BASIN AS PER CITY OF NEW WEST DWG SDS-4 UNLESS OTHERWISE INSTRUCTED BY CONTRACT ADMINISTRATOR. CONNECT TO PROPOSED STORM SEWER WITH 150mm LEAD @ 2%. CAP LEADS TO EX. CMB LINE (TYP.)
AutoCAD SHX TextINDEX PLAN
AutoCAD SHX TextNTS
AutoCAD SHX TextFOR UTILITY TRENCH, REFER TO MMCD STD. DWG. G4 WITH TYPE 1 BEDDING. FOR PERMANENT PAVEMENT RESTORATION REFER TO MMCD STD. DWG. G5 AND CITY OF NEW WESTMINSTER PAVEMENT STRUCTURE REQUIREMENTS (TYP.)
AutoCAD SHX Text1. ALL WORKS SHALL CONFORM TO THE MASTER MUNICIPAL CONTRACT ALL WORKS SHALL CONFORM TO THE MASTER MUNICIPAL CONTRACT DOCUMENTS (MMCD) 2009 "PLATINUM BOOK", MMCD SUPPLEMENTAL UPDATE 2011-08-04, AND THE CURRENT CITY OF NEW WESTMINSTER SUPPLEMENTAL SPECIFICATIONS AND DETAIL DRAWING.. 2. ASPHALT CUTS SHALL BE STRAIGHT WITH CLEAN VERTICAL EDGE.. ASPHALT CUTS SHALL BE STRAIGHT WITH CLEAN VERTICAL EDGE.. 3. ALL PROPOSED WORKS SHALL BE INSPECTED BY THE CONTRACT ALL PROPOSED WORKS SHALL BE INSPECTED BY THE CONTRACT ADMINISTRATOR. 4. ALL STORM MANHOLES TO BE 1050mm REINFORCED CONC. AS PER ALL STORM MANHOLES TO BE 1050mm REINFORCED CONC. AS PER MMCD DWG S-1 UNLESS OTHERWISE NOTED. 5. ALL STORM PIPE TO BE INSTALLED WITH GASKETED JOINTS UNLESS ALL STORM PIPE TO BE INSTALLED WITH GASKETED JOINTS UNLESS OTHERWISE NOTED. 6. REINSTATE ALL DISTURBED BOULEVARDS, SHOULDERS, SIDEWALKS, REINSTATE ALL DISTURBED BOULEVARDS, SHOULDERS, SIDEWALKS, DRIVEWAYS, AND PAINT MARKINGS TO ORIGINAL CONDITION OR BETTER CONDITION. FULL PANEL REPLACEMENT REQUIRED FOR ALL CONCRETE FULL PANEL REPLACEMENT REQUIRED FOR ALL CONCRETE FOR ALL CONCRETE SIDEWALK AND DRIVEWAY.. 7. CAP ALL EXISTING CB LEADS TO COMBINED SEWER AT THE EX. MAIN CAP ALL EXISTING CB LEADS TO COMBINED SEWER AT THE EX. MAIN WITH A WATER TIGHT ENCASEMENT. 8. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF NEW WESTMINSTER'S SUBDIVISION AND DEVELOPMENT BYLAW NO. 7142. 2007, THE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD) (PLATINUM EDITION), SUPPLEMENTAL UPDATES AND STANDARD DETAIL DRAWINGS, UNLESS SPECIFIED OTHERWISE. 9. INFORMATION ON THE DRAWINGS REGARDING EXISTING UTILITIES WAS INFORMATION ON THE DRAWINGS REGARDING EXISTING UTILITIES WAS COMPILED FROM MUNICIPAL RECORD DRAWINGS, CONSTRUCTION DRAWINGS AND FIELD SURVEY. THIS INFORMATION IS NOT NECESSARILY ACCURATE OR COMPLETE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO S RESPONSIBILITY TO IMMEDIATELY REPORT ANY DISCREPANCIES TO WEDLER ENGINEERING LLP IF REMEDIAL ACTION IS REQUIRED. ANY CLAIMS RESULTING FROM FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S EXPENSE. S EXPENSE. 10. ALL UTILITIES AND SERVICES CROSSING THE PROPOSED UTILITY, AND ALL UTILITIES AND SERVICES CROSSING THE PROPOSED UTILITY, AND TIE-IN LOCATIONS SHALL BE LOCATED AND EXPOSED. PRE-LOCATION SHALL BE DONE IN ADVANCE OF UTILITY INSTALLATION WHICH PROVIDES ENOUGH DISTANCE FOR ADJUSTMENT IN LINE AND GRADE TO BE MADE TO SUIT FIELD CONDITION. ANY CLAIMS RESULTING FROM THE CONTRACTOR’S FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S S FAILURE TO DO SO SHALL BE AT THE CONTRACTOR’S S EXPENSE. 11. CONTRACTOR SHALL PHOTOGRAPH PRIOR TO CONSTRUCTION, ANY CONTRACTOR SHALL PHOTOGRAPH PRIOR TO CONSTRUCTION, ANY EXISTING FEATURES TO BE DISTURBED. THE CONTRACTOR SHALL RESTORE ALL DISTURBED PAVEMENT, CURBS, SIDEWALKS, LANDSCAPING, FENCES OR ANY OTHER FEATURES AFFECTED BY THE CONSTRUCTION WORKS TO THE ORIGINAL CONDITION OR BETTER, AND TO THE SATISFACTION OF THE CONSULTANT. 12. CONTRACTOR TO NOTIFY FORTIS BC, TELUS, BRIDGENET, NEW CONTRACTOR TO NOTIFY FORTIS BC, TELUS, BRIDGENET, NEW WESTMINSTER ELECTRICAL DEPARTMENT DIRECTLY, AT LEAST 48HRS PRIOR TO WORKING IN AREAS OF THESE EXISTING UTILITIES. 13. CONTRACTOR TO CONTACT METRO VANCOUVER AT 604.522.1153 10 CONTRACTOR TO CONTACT METRO VANCOUVER AT 604.522.1153 10 DAYS PRIOR TO WORKING IN PROXIMITY TO METRO VANCOUVER WATERMAIN. 14. ANY CHANGES TO THE DESIGN MUST BE APPROVED IN WRITING BY ANY CHANGES TO THE DESIGN MUST BE APPROVED IN WRITING BY WEDLER ENGINEERING LLP AND THE CITY OF NEW WESTMINSTER. FAILURE TO NOTIFY WEDLER AND CITY OF NEW WESTMINSTER IN ADVANCE OF CHANGES MAY RESULT IN REJECTION OF WORK. 15. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL, WHICH SHALL BE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL, WHICH SHALL BE IN ACCORDANCE WITH WorkSafeBC, AND TERMS AND CONDITIONS OF ANY MUNICIPAL PERMIT. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR WORK WITHIN THE CITY ROAD ALLOWANCE. 17. RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN ONE RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN ONE WEEK WRITTEN NOTICE OF THE START OF CONSTRUCTION. IF CONSTRUCTION ENTERS ONTO PRIVATE PROPERTY, THE CONTRACTOR WILL REQUIRE WRITTEN AUTHORIZATION FROM THE PROPERTY OWNER. 18. THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT THE THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT THE REMOVAL OR RELOCATION OF ALL PRIVATE STRUCTURE(S) WITHIN THE THE CITY RIGHT OF WAY THAT MAY BE IMPACTED BY CONSTRUCTION. 19. LOCATION OF SERVICE CONNECTIONS WERE COMPILED FROM AS-BUILT LOCATION OF SERVICE CONNECTIONS WERE COMPILED FROM AS-BUILT DRAWINGS AND SERVICE RECORD CARD. CONTRACTOR TO LOCATE AND VERIFY AS REQUIRED. LOTS WITH MISSING RECORDS SHOWING SERVICE CONNECTIONS ARE ILLUSTRATIVE ONLY; CONTRACTOR TO VERIFY ALL LOCATION. 20. CONTRACTOR TO PROVIDE TREE PROTECTIVE FENCING AND FOLLOW ALL CONTRACTOR TO PROVIDE TREE PROTECTIVE FENCING AND FOLLOW ALL TREE PROTECTION REQUIREMENTS PER THE CITY OF NEW WESTMINSTER'S TREE PROTECTION BYLAW NO. 7799, 2016.
AutoCAD SHX TextBEFORE YOU DIG EXISTING UNDERGROUND UTILITIES SHOWN ON THIS DRAWING WERE COMPILED FROM A COMBINATION OF VARIOUS AS-CONSTRUCTED RECORD DRAWINGS AND SOME FIELD SURVEYS. THIS INFORMATION IS NOT NECESSARILY ACCURATE OR COMPLETE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION WHERE POTENTIAL CONFLICTS EXIST. CONTRACTOR TO CONTACT TELUS, B.C. HYDRO, FORTIS BC, BC ONE CALL, NEW WESTMINSTER BRIDGENET, NEW WESTMINSTER ELECTRICAL, SHAW AND ANY OTHER KNOWN UTILITY OWNER IN AREA PRIOR TO CONSTRUCTION TO CONFIRM LOCATIONS FOR UTILITIES AND APPURTENANCES REQUIRING ADJUSTMENT. ANY DISCREPANCIES REQUIRING CHANGES TO DESIGN MUST BE REPORTED TO WEDLER ENGINEERING LLP. IMMEDIATELY. ALL UTILITIES IN THE PATHWAY OF PROPOSED INSTALLATIONS SHALL BE PRE-LOCATED TO DETERMINE IF THERE ARE ANY CONFLICTS PRIOR TO CONSTRUCTION OF NEW UTILITY.
AutoCAD SHX TextGENERAL NOTES
AutoCAD SHX TextPROPOSED SPEED HUMP. FOR LOCATIONS WHERE EX. SPEED HUMP EXISTS, REMOVE EXISTING AND CONSTRUCT NEW ONE AS SHOWN (TYP. X4) SEE DETAIL SHEET 10.
AutoCAD SHX TextPROTECT MONUMENT
AutoCAD SHX TextREMOVE EXISTING SPEED HUMP AND SIGNAGE. MILL AND REPAVE WITH 35mm UC#2 TO MATCH SURROUNDING GRADES (TYP)
AutoCAD SHX TextFUTURE GRAVITY STORM CONNECTION FOR LOTS ON SOUTH SIDE OF EDINBURGH STREET ARE EXPECTED TO CONNECT TO FUTURE SEWER IN THE LANE TO THE SOUTH.
-
CITY OF NEW WESTMINSTER MONUMENT 89H6030
ELEV. = 96.008m
SET IN SOUTHWESTERNLY SIDEWALK OF 10th AVE. & 8th ST.
and
ELEV. = 82.194.m
SET IN WESTERNLY SIDEWALK OF 7th AVE.
OPPOSITE HOUSE # 1026
CITY OF NEW WESTMINSTER MONUMENT 89H5530
Project
Rev.Drawing No.
DateSheet
Scale
City Project No.
Checked
Drawn
Designed
App.ByIssued/Reviewed/Revsiony/m/dNo.
Checked
Project No.
HYDRO
TELEPHONE
GAS
PROPERTY LINES
WATERMAIN
ProposedPlan - LegendExisting
CENTER LINE OF DITCH
LAND DRAINAGE SEWER
WASTEWATER SEWER
H = V =
The Corporation of the
City of New Westminster
Consultant CardBENCHMARK
Received
Checked
Approved
Date
CITY ENGINEER
of
Chilliwack
Courtenay
Surrey
THE WEDLER GROUP
1.604.792.0651
1.250.334.3263
1.604.588.1919
www.wedler.com
Abbotsford
1.604.746.0300
KELVIN HEIGHTS
SEWER SEPARATION PROGRAM
PHASE 1
S19-0291/A
2019-02-20
S19-0291/A-
10
--
SR
--
--
NWIT-19-17
IS
SU
ED
F
OR
T
EN
DE
R
2
1 2019-04-22 ISSUED FOR ALIGNMENT REVIEW SR SR
2 2019-07-08 ISSUED FOR TENDER AA SR
DETAILS
10
SHOWN N/A
10
AutoCAD SHX TextCURB RETURN 4 RAD 5.50m LEN 8.632m
AutoCAD SHX TextSCALE 1:250
AutoCAD SHX TextCURB RETURN 5 RAD 2.50m LEN 2.325m
AutoCAD SHX TextCURB RETURN 6 RAD 4.00m LEN 3.707m
AutoCAD SHX TextCURB RETURN 1 RAD 5.50m LEN 8.632m
AutoCAD SHX TextCURB RETURN 2 RAD 2.50m LEN 2.338m
AutoCAD SHX TextCURB RETURN 3 RAD 4.00m LEN 3.762m
AutoCAD SHX TextCURB RETURN 7 RAD 4.00m LEN 3.711m
AutoCAD SHX TextCURB RETURN 8 RAD 2.50m LEN 2.335m
AutoCAD SHX TextCURB RETURN 9 RAD 5.50m LEN 8.670m
AutoCAD SHX TextCURB RETURN 10 RAD 2.50m LEN 3.529m
AutoCAD SHX TextCURB RETURN 11 RAD 4.00m LEN 3.529m
AutoCAD SHX TextCURB RETURN 14 RAD 5.50m LEN 8.609m
AutoCAD SHX TextCURB RETURN 15 RAD 2.50m LEN 2.205m
AutoCAD SHX TextCURB RETURN 16 RAD 4.00m LEN 3.543m
AutoCAD SHX TextCURB RETURN 13 RAD 2.50m LEN 2.027m
AutoCAD SHX TextCURB RETURN 12 RAD 4.00m LEN 3.232m
AutoCAD SHX TextCURB RETURN 17 RAD 4.00m LEN 3.565m
AutoCAD SHX TextCURB RETURN 18 RAD 2.50m LEN 2.230m
AutoCAD SHX TextCURB RETURN 19 RAD 5.50m LEN 8.609m
AutoCAD SHX TextCURB RETURN 21 RAD 4.00m LEN 3.448m
AutoCAD SHX TextCURB RETURN 20 RAD 2.50m LEN 2.161m
AutoCAD SHX TextCURB RETURN 24 RAD 5.50m LEN 8.670m
AutoCAD SHX TextCURB RETURN 25 RAD 2.50m LEN 2.313m
AutoCAD SHX TextCURB RETURN 26 RAD 4.00m LEN 3.627m
AutoCAD SHX TextCURB RETURN 22 RAD 4.00m LEN 3.436m
AutoCAD SHX TextCURB RETURN 23 RAD 2.50m LEN 2.149m
AutoCAD SHX TextC
AutoCAD SHX TextL
AutoCAD SHX TextWA-50
AutoCAD SHX TextWA-50
AutoCAD SHX TextSECTION A-A
AutoCAD SHX Text%%USPEED HUMP DETAIL
AutoCAD SHX TextNTS
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextNTS
AutoCAD SHX TextSOLID WHITE REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS
AutoCAD SHX Text1
AutoCAD SHX Text2
AutoCAD SHX Text3
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text11
AutoCAD SHX Text14
AutoCAD SHX Text13
AutoCAD SHX Text12
AutoCAD SHX Text15
AutoCAD SHX Text16
AutoCAD SHX Text17
AutoCAD SHX Text18
AutoCAD SHX Text19
AutoCAD SHX Text24
AutoCAD SHX Text25
AutoCAD SHX Text26
AutoCAD SHX Text20
AutoCAD SHX Text21
AutoCAD SHX Text23
AutoCAD SHX Text22
AutoCAD SHX TextLONDON ST.
AutoCAD SHX TextTENTH ST.
AutoCAD SHX TextDUBLIN ST.
AutoCAD SHX TextTENTH ST.
AutoCAD SHX TextSCALE 1:250
AutoCAD SHX TextINSTALL CURB RAMP PER DETAIL ON THIS SHEET (TYP)
AutoCAD SHX Text%%UCURB RAMP DETAIL
AutoCAD SHX TextNTS
AutoCAD SHX TextPROPOSED BARRIER CURB AS PER MMCD C4 (TYP.)
AutoCAD SHX TextRELOCATE EX. STOP SIGN/ STREET I.D. SIGNS AS PER MUTCD STANDARDS (TYP. X2)
AutoCAD SHX TextREMOVE AND DISPOSE EX. CURB/LETDOWN AND SIDEWALK AS REQUIRED (TYP.)
AutoCAD SHX TextRELOCATE EX. STOP SIGN/ STREET I.D. SIGNS AS PER MUTCD STANDARDS (TYP. X2)
AutoCAD SHX TextPROPOSED STOP BAR WITH 10m TAIL AS PER MUTCD STANDARDS STOP BAR TO BE 1.0m FROM LETDOWN
AutoCAD SHX TextPROPOSED BARRIER CURB AS PER MMCD C4 (TYP.)
AutoCAD SHX TextREMOVE AND DISPOSE EX. CURB/LETDOWN AND SIDEWALK AS REQUIRED (TYP.)
AutoCAD SHX TextINSTALL CURB RAMP PER DETAIL ON THIS SHEET (TYP)
AutoCAD SHX TextPROPOSED STOP BAR WITH 10m TAIL AS PER MUTCD STANDARDS (TYP. X2) STOP BAR TO BE 1.0m FROM LETDOWN
AutoCAD SHX TextCURB BULGE CURB RETURN DETAIL TENTH ST at LONDON ST
AutoCAD SHX TextCURB BULGE CURB RETURN DETAIL TENTH ST at DUBLIN ST
AutoCAD SHX TextPROPOSED SIGN WA-36R PER MUTCD STANDARDS (TYP X 4)
AutoCAD SHX TextPROPOSED SIGN WA-36R PER MUTCD STANDARDS
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
AutoCAD SHX Text(NIC)
Sheets and ViewsS19-0291A-P1 00 COVER KEYS19-0291A-P1 03 LONDON STMS19-0291A-P1 04 DUBLIN STMS19-0291A-P1 05 EDINBURGH STMS19-0291A-P1 10 DETAILS