HIGHWAY ISLANDa 12/12/13 for approval ra legend existing proposed existing proposed existing...
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January-08-14 - 0276-BASE.DWG LOCATION OF WORK specifications and drawings must comply with the Industrial Health and Safety Regulations of All work done in connection with these the Workers' Compensation Board. BC NOTE: LOCATION OF EXISTING SERVICES ARE SHOWN APPROXIMATELY AND MUST BE CHECKED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS. PROJECT: LOCATION PLAN NTS DRAWING INDEX DRAWING NUMBER REV SHEET TITLE 0276-01-00 COVER SHEET 0276-01-01 0276-01-02 KEY PLAN 0276-01-03 SITE PLAN SCALE 1:1000 TYPICAL DETAILS TIMBERLAKE-JONES ENG. PROJECT No. DRAWING No. PLAN AND PROFILE - SMH 1 TO SMH 5 CLIENT: HAWTHORNE RISE SANITARY SEWER EXTENSION, FRENCH CREEK REGIONAL DISTRICT OF NANAIMO 6300 Hammond Bay Road, Nanaimo, B.C. V9T 6N2 ISLAND HIGHWAY REGIONAL DISTRICT OF NANAIMO PROJECT No. 5500-20-HR-18-7570 0276-01 0276-01-00 B B B B
Transcript of HIGHWAY ISLANDa 12/12/13 for approval ra legend existing proposed existing proposed existing...
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LOCATION OF WORK
specifications and drawings must comply withthe Industrial Health and Safety Regulations of
All work done in connection with these
the Workers' Compensation Board.
BC
NOTE: LOCATION OF EXISTING SERVICES ARESHOWN APPROXIMATELY AND MUST BE CHECKEDIN THE FIELD BY THE CONTRACTOR PRIOR TOCOMMENCEMENT OF WORK. THE ENGINEER IS TOBE NOTIFIED IMMEDIATELY OF ANY CONFLICTS.
PROJECT:
LOCATION PLANNTS
DRAWING INDEXDRAWING NUMBER REV SHEET TITLE
0276-01-00 COVER SHEET
0276-01-01
0276-01-02
KEY PLAN
0276-01-03
SITE PLANSCALE 1:1000
TYPICAL DETAILS
TIMBERLAKE-JONES ENG. PROJECT No.
DRAWING No.
PLAN AND PROFILE - SMH 1 TO SMH 5
CLIENT:
HAWTHORNE RISE SANITARY SEWER EXTENSION,FRENCH CREEK
REGIONAL DISTRICT OF NANAIMO6300 Hammond Bay Road,Nanaimo, B.C.V9T 6N2
ISLAND
HIGHWAY
REGIONAL DISTRICT OF NANAIMO PROJECT No. 5500-20-HR-18-75700276-010276-01-00
B
B
B
B
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Drawing Number: Revision:
Project Name:
Drawing Title:
Project Number:
Client Name:
Prepared by:
Weldon Professional CentreSuite 201 - 177 Weld StreetPO Box 89Parksville, BC, V9P 2G3
Phone: 250-248-2001Fax: 250-248-2553
Email: [email protected]: www.tjeng.ca
APPROVED:
CHECKED:
DRAWN:
DESIGN:
MTJ
RA
MTJ
MTJ FILENAME:
DATE PLOTTED:
DATE:
SCALE:
09/01/2014
December 2, 2013
0276-BASE.DWG
THIS PLAN AND DESIGN ARE, AND AT ALL TIMES REMAIN THEEXCLUSIVE PROPERTY OF TIMBERLAKE-JONES ENGINEERING LTD.AND CANNOT BE USED OR REPRODUCED WITHOUT WRITTENCONSENT. THIS PLAN IS PREPARED FOR THE SOLE USE OF OURCLIENT AND NO REPRESENTATION OF ANY KIND IS MADE TO OTHERPARTIES WITH WHICH TIMBERLAKE-JONES ENGINEERING LTD. HASNOT ENTERED INTO CONTRACT. WRITTEN DIMENSIONS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ANDCONDITIONS ON THE JOB AND THIS OFFICE SHALL BE INFORMED OFANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWNON THIS DRAWING.
SEAL:
REV DATE REVISIONS BY
1:500
A 12/12/13 FOR APPROVAL RA
LEGENDEXISTING PROPOSED
EXISTING PROPOSED EXISTING PROPOSEDCB CB
LBLB
CATCH BASINLAWN BASIN
PP
TP
PPTP
POWER POLETELEPHONE POLE
BENCHMARKHYDRANT
HYDRANT W/ VALVE FH
FH
FH
FH
CO COCLEANOUT
STANDARD ABBREVIATIONS
AC ASBESTOS CEMENT H HUB
DI DUCTILE IRON F FLANGE
ST STEEL IPT IRON PIPE THREAD
PVC POLYVINYL CHLORIDE CSP CORRUGATED STEEL PIPE
PE POLYETHYLENE
H H
H
D1 D1STORM MANHOLES1 S1SANITARY MANHOLE
AIR VALVE
VALVE
MC or NMC
SERVICE LOCATION
specifications and drawings must comply withthe Industrial Health and Safety Regulations of
All work done in connection with these
the Workers' Compensation Board.
BC
NOTE: LOCATION OF EXISTING SERVICES ARESHOWN APPROXIMATELY AND MUST BE CHECKEDIN THE FIELD BY THE CONTRACTOR PRIOR TOCOMMENCEMENT OF WORK. THE ENGINEER IS TOBE NOTIFIED IMMEDIATELY OF ANY CONFLICTS.
SANITARY SEWERSTORM SEWERWATER MAIN
EDGE OF GRAVELCURBS
EDGE OF PAVEMENT
CENTRELINEPROPERTY LINE
FENCE LINE
MC or NMC
BENCHMARK:
TBM - OIP CORNER LOT 10/11, PLAN 24289,HAWTHORNE RISE, EL. 11.479 NOT GEODETIC
LEGAL DESCRIPTION:
DITCH
B0276-01-01
KEY PLAN
HAWTHORNE RISE SANITARYSEWER EXTENSION
REGIONAL DISTRICT OF NANAIMO
DS
SDA A
NOTES:
1. ELEVATIONS ARE NOT GEODETIC.
2. THE LOCATIONS OF EXISTING SERVICES ARE SHOWN APPROXIMATELY AND MUST BE CHECKED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. SERVICES MAY REQUIRE ADJUSTMENT WHERE A CONFLICT OCCURS. THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY OF ANY CONFLICT.
3. IF VERTICAL SEPARATION OF > 0.5m CANNOT BE MAINTAINED BETWEEN THE WATERMAIN AND SANITARY SEWER/STORM DRAIN CROSSINGS ALL JOINTS WITHIN 3.0m OF CROSSINGS TO BE SECURED WITH PETROLATUM TAPE OR SHRINK-WRAP AS PER MINISTRY OF HEALTH SPECIFICATIONS.
4. ROADWORKS TO CONFORM TO M.O.T.I. STANDARDS.
6. SANITARY SEWERS TO CONFORM TO REG. DIST. OF NANAIMO STANDARDS.
SANITARY SEWERS - PVC SDR 35, ASTM D3034 SANITARY SERVICES - 100Ø PVC SDR 28, ASTM D3034
MINIMUM COVER ON SANITARY SEWERS IN TRAVELLED AREAS - 1.5m MINIMUM COVER ON SANITARY SEWERS IN UNTRAVELLED AREAS - 1.0m
7. PRIOR TO FINAL PAVING, SANITARY SEWERS TO BE "POWER-JET" FLUSHED AND VIDEO INSPECTED. VIDEO INSPECTION TO OCCUR WITHIN TWENTY-FOUR (24) HOURS OF FLUSHING.
5500-20-HR-18-7570
B 8/01/14 ISSUED FOR TENDER CH
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Drawing Number: Revision:
Project Name:
Drawing Title:
Project Number:
Client Name:
Prepared by:
Weldon Professional CentreSuite 201 - 177 Weld StreetPO Box 89Parksville, BC, V9P 2G3
Phone: 250-248-2001Fax: 250-248-2553
Email: [email protected]: www.tjeng.ca
APPROVED:
CHECKED:
DRAWN:
DESIGN:
MTJ
RA
MTJ
MTJ FILENAME:
DATE PLOTTED:
DATE:
SCALE:
09/01/2014
December 2, 2013
0276-BASE.DWG
THIS PLAN AND DESIGN ARE, AND AT ALL TIMES REMAIN THEEXCLUSIVE PROPERTY OF TIMBERLAKE-JONES ENGINEERING LTD.AND CANNOT BE USED OR REPRODUCED WITHOUT WRITTENCONSENT. THIS PLAN IS PREPARED FOR THE SOLE USE OF OURCLIENT AND NO REPRESENTATION OF ANY KIND IS MADE TO OTHERPARTIES WITH WHICH TIMBERLAKE-JONES ENGINEERING LTD. HASNOT ENTERED INTO CONTRACT. WRITTEN DIMENSIONS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ANDCONDITIONS ON THE JOB AND THIS OFFICE SHALL BE INFORMED OFANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWNON THIS DRAWING.
SEAL:
REV DATE REVISIONS BY
HOR. 1:500 VERT. 1:50
LEGENDEXISTING PROPOSED
EXISTING PROPOSED EXISTING PROPOSEDCB CB
LBLB
CATCH BASINLAWN BASIN
PP
TP
PPTP
POWER POLETELEPHONE POLE
BENCHMARKHYDRANT
HYDRANT W/ VALVE FH
FH
FH
FH
CO COCLEANOUT
STANDARD ABBREVIATIONS
AC ASBESTOS CEMENT H HUB
DI DUCTILE IRON F FLANGE
ST STEEL IPT IRON PIPE THREAD
PVC POLYVINYL CHLORIDE CSP CORRUGATED STEEL PIPE
PE POLYETHYLENE
H H
H
D1 D1STORM MANHOLES1 S1SANITARY MANHOLE
AIR VALVE
VALVE
MC or NMC
SERVICE LOCATION
specifications and drawings must comply withthe Industrial Health and Safety Regulations of
All work done in connection with these
the Workers' Compensation Board.
BC
NOTE: LOCATION OF EXISTING SERVICES ARESHOWN APPROXIMATELY AND MUST BE CHECKEDIN THE FIELD BY THE CONTRACTOR PRIOR TOCOMMENCEMENT OF WORK. THE ENGINEER IS TOBE NOTIFIED IMMEDIATELY OF ANY CONFLICTS.
SANITARY SEWERSTORM SEWERWATER MAIN
EDGE OF GRAVELCURBS
EDGE OF PAVEMENT
CENTRELINEPROPERTY LINE
FENCE LINE
MC or NMC
BENCHMARK:
REM. LOT A, PLAN VIP71091 & REM. LOT 1, PLAN6267, DL 85, NEWCASTLE DISTRICT
LEGAL DESCRIPTION:
DITCH
B0276-01-02
PLAN AND PROFILESMH 1 TO SMH 5
HAWTHORNE RISE SANITARYSEWER EXTENSION
REGIONAL DISTRICT OF NANAIMO
DS
SDA A
5500-20-HR-18-7570
A 12/12/13 FOR APPROVAL RA
TBM - OIP CORNER LOT 10/11, PLAN 24289,HAWTHORNE RISE, EL. 11.479 NOT GEODETIC
B 8/01/14 ISSUED FOR TENDER CH
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Drawing Number: Revision:
Project Name:
Drawing Title:
Project Number:
Client Name:
Prepared by:
Weldon Professional CentreSuite 201 - 177 Weld StreetPO Box 89Parksville, BC, V9P 2G3
Phone: 250-248-2001Fax: 250-248-2553
Email: [email protected]: www.tjeng.ca
APPROVED:
CHECKED:
DRAWN:
DESIGN:
MTJ
RA
MTJ
MTJ FILENAME:
DATE PLOTTED:
DATE:
SCALE:
09/01/2014
December 2, 2013
0276-BASE.DWG
THIS PLAN AND DESIGN ARE, AND AT ALL TIMES REMAIN THEEXCLUSIVE PROPERTY OF TIMBERLAKE-JONES ENGINEERING LTD.AND CANNOT BE USED OR REPRODUCED WITHOUT WRITTENCONSENT. THIS PLAN IS PREPARED FOR THE SOLE USE OF OURCLIENT AND NO REPRESENTATION OF ANY KIND IS MADE TO OTHERPARTIES WITH WHICH TIMBERLAKE-JONES ENGINEERING LTD. HASNOT ENTERED INTO CONTRACT. WRITTEN DIMENSIONS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ANDCONDITIONS ON THE JOB AND THIS OFFICE SHALL BE INFORMED OFANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWNON THIS DRAWING.
SEAL:
REV DATE REVISIONS BY
1:500
LEGENDEXISTING PROPOSED
EXISTING PROPOSED EXISTING PROPOSEDCB CB
LBLB
CATCH BASINLAWN BASIN
PP
TP
PPTP
POWER POLETELEPHONE POLE
BENCHMARKHYDRANT
HYDRANT W/ VALVE FH
FH
FH
FH
CO COCLEANOUT
STANDARD ABBREVIATIONS
AC ASBESTOS CEMENT H HUB
DI DUCTILE IRON F FLANGE
ST STEEL IPT IRON PIPE THREAD
PVC POLYVINYL CHLORIDE CSP CORRUGATED STEEL PIPE
PE POLYETHYLENE
H H
H
D1 D1STORM MANHOLES1 S1SANITARY MANHOLE
AIR VALVE
VALVE
MC or NMC
SERVICE LOCATION
specifications and drawings must comply withthe Industrial Health and Safety Regulations of
All work done in connection with these
the Workers' Compensation Board.
BC
NOTE: LOCATION OF EXISTING SERVICES ARESHOWN APPROXIMATELY AND MUST BE CHECKEDIN THE FIELD BY THE CONTRACTOR PRIOR TOCOMMENCEMENT OF WORK. THE ENGINEER IS TOBE NOTIFIED IMMEDIATELY OF ANY CONFLICTS.
SANITARY SEWERSTORM SEWERWATER MAIN
EDGE OF GRAVELCURBS
EDGE OF PAVEMENT
CENTRELINEPROPERTY LINE
FENCE LINE
MC or NMC
BENCHMARK:
LEGAL DESCRIPTION:
DITCH
B0276-01-03
TYPICAL SANITARYSEWER DETAILS
HAWTHORNE RISE SANITARYSEWER EXTENSION
REGIONAL DISTRICT OF NANAIMO
DS
SDA A
5500-20-HR-18-7570
A 12/12/13 FOR APPROVAL RA
TBM - OIP CORNER LOT 10/11, PLAN 24289,HAWTHORNE RISE, EL. 11.479 NOT GEODETIC
B 8/01/14 ISSUED FOR TENDER CH
