CITY OF NEW WESTMINSTER...USE OF COLD MIX IS NOT ACCEPTABLE, TEMPORARY PATCHING OF SIDEWA對LKS AND CURBS AND GUTTERS IS ALSO TO BE MADE BY HOT MIX AND MEET EXISTING SURFACE. 11. PRIOR

DRAWING INDEX

Chilliwack

Courtenay

Surrey

THE WEDLER GROUP

t: 1.604.588.1919 | f: 1.604.588.1910 | [email protected]

#202 - 10216 - 128th Street, Surrey, BC V3T 2Z3

CITY OF NEW WESTMINSTER

Abbotsford

CONTRACT No. NWRFP-20-##PHILLIPS STREET - ROADWAY IMPROVEMENTS

CANIL AVENUE to EWEN AVENUE

AutoCAD SHX TextDESCRIPTION

AutoCAD SHX TextWEDLER DRAWING No.

AutoCAD SHX TextEWEN AVENUE

AutoCAD SHX TextCITY OF RICHMOND

AutoCAD SHX Text%%USITE PLAN

AutoCAD SHX Text1:2500

AutoCAD SHX TextSITE

AutoCAD SHX TextSALTER STREET

AutoCAD SHX TextGIFFORD STREET

AutoCAD SHX TextHUME STREET

AutoCAD SHX TextPHILLIPS STREET

AutoCAD SHX TextDAWE STREET

AutoCAD SHX TextSUZUKI STREET

AutoCAD SHX TextCANIL AVENUE

AutoCAD SHX TextBOUNDARY ROAD

AutoCAD SHX TextCOVER PHILLIPS ST - GENERAL NOTES PHILLIPS ST - KEYPLAN & TREATMENT PLAN PHILLIPS ST - ROADWORKS PHILLIPS ST - CROSS SECTIONS PHILLIPS ST - SIGNAGE & PAVEMENT MARKINGS PHILLIPS ST - STORM SEWER - NORTHEAST SIDE PHILLIPS ST - STORM SEWER - SOUTHWEST SIDE PHILLIPS ST - DETAILS STREET LIGHTING - PHILLIPS STREET - FROM EWEN AVENUE TO CANIL AVENUE

AutoCAD SHX TextS18-0271A-00 S18-0271A-01 S18-0271A-02 S18-0271A-03 S18-0271A-04 S18-0271A-05 S18-0271A-06 S18-0271A-07 S18-0271A-08 6337-18-01 OF 01

AutoCAD SHX TextDMD DRAWING No.

IS

SU

ED

F

OR

R

FP

Project

Rev.Drawing No.

DateSheet

Scale

City Project No.

Checked

Drawn

Designed

App.ByIssued/Reviewed/Revsiony/m/dNo.

Seal

Checked

Project No.

HYDRO

TELEPHONE

GAS

PROPERTY LINES

WATERMAIN

ProposedPlan - LegendExisting

CENTER LINE OF DITCH

LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =

The City of

New Westminster

Consultant CardBENCHMARK

Received

Checked

Approved

Date

CITY ENGINEER

Abbotsford

Courtenay

Surrey

THE WEDLER GROUP

1.604.746.0300

1.250.334.3263

1.604.588.1919

www.wedler.com

Chilliwack

1.604.792.0651

METRIC

ALL NUMBERS INDICATE METERS

UNLESS STATED OTHERWISE

SRSBISSUED FOR RFP2020/02/24D

SRSBISSUED FOR FORTIS REVIEW2019/01/03

C

SRSBISSUED FOR GEOTECH REVIEW2018/12/10B

SRSB75% DESIGN SUBMISSION2018/11/23A

DS18-0271A/-01

--

2018/11/2001 OF 08

S18-0271A

SR

SB

GENERAL NOTES

CANIL AVE to EWEN AVE

ROADWAY IMPROVEMENTS

PHILIPS STREET

MONUMENT 89H6022 ELEV. = 3.978m

LOCATED AT INTERSECTION OF: DYKE

ROAD and JARDINE STREET

AutoCAD SHX TextROAD NOTES: 1. TRENCHES THROUGH NEW FINAL PAVEMENT FOR INSTALLATION OF MAINS OR SERVICE TRENCHES THROUGH NEW FINAL PAVEMENT FOR INSTALLATION OF MAINS OR SERVICE CONNECTIONS WILL NOT BE PERMITTED. PAVEMENT SHALL BE LAID IN TWO LIFTS. 2. ALL STREET SIGNAGE IN CONFLICT WITH PROPOSED WORKS TO BE REMOVED & STOCKPILED ALL STREET SIGNAGE IN CONFLICT WITH PROPOSED WORKS TO BE REMOVED & STOCKPILED ONSITE. CITY TO REINSTATE EXISTING SIGNS AND INSTALL ALL NEW SIGNS. 3. TIE-INS TO EXISTING PAVEMENT SHALL BE MADE BY EITHER SAWCUTTING OR MILLING EXISTING TIE-INS TO EXISTING PAVEMENT SHALL BE MADE BY EITHER SAWCUTTING OR MILLING EXISTING PAVEMENT AS NECESSARY TO PRODUCE A NEAT, VERTICAL FACE WITH A STRAIGHT EDGE. EXISTING PAVEMENT SHALL BE MILLED TO 0.5 METER WIDTH FROM THE STRAIGHT EDGE TO ALLOW FOR OVERLAY. 4. DRIVEWAYS, RETAINING WALLS, VEGETATION, AND OTHER MUNICIPAL IMPROVEMENTS ON PRIVATE DRIVEWAYS, RETAINING WALLS, VEGETATION, AND OTHER MUNICIPAL IMPROVEMENTS ON PRIVATE PROPERTY OR RIGHTS-OF-WAY AFFECTED BY ROAD CONSTRUCTION SHALL BE RESTORED AS CLOSELY AS POSSIBLE TO THE CONDITION EXISTING PRIOR TO CONSTRUCTION OR BETTER. 5. TREE ROOT BARRIERS AS PER NILEX DEEPROOT UB 24-2 OR APPROVED ALTERNATE, WHERE TREE ROOT BARRIERS AS PER NILEX DEEPROOT UB 24-2 OR APPROVED ALTERNATE, WHERE NECESSARY. DISRUPTIVE ROOTS ARE TO BE CLEANLY CUT AND REMOVED; LINEAR ROOTS BARRIER IS THEN INSTALLED. THERE ARE LIMITATIONS TO ROOT PRUNING, CITY OF NEW WESTMINSTER ARBORIST MUST BE CONSULTED PRIOR TO ANY PRUNING. 6. CAUTION TO BE EXERCISED WHEN WORKING AROUND ALL LANDSCAPING. SUPPORT AND PROTECT CAUTION TO BE EXERCISED WHEN WORKING AROUND ALL LANDSCAPING. SUPPORT AND PROTECT TREES. 7. THE RIM OF ALL EXISTING SURFACE UTILITY FEATURES (VALVE BOXES, MANHOLES, ETC.) SHALL THE RIM OF ALL EXISTING SURFACE UTILITY FEATURES (VALVE BOXES, MANHOLES, ETC.) SHALL BE ADJUSTED TO MEET FINAL GRADES. 8. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. 9. CONTRACTOR TO SUBMIT MATERIAL TEST REPORTS TO THE ENGINEER FOR REVIEW AND CONTRACTOR TO SUBMIT MATERIAL TEST REPORTS TO THE ENGINEER FOR REVIEW AND APPROVAL OF WORK. 10. THE CONTRACTOR TO PROVIDE PERMANENT HOT MIX ASPHALT PATCHING TO CITY OF NEW THE CONTRACTOR TO PROVIDE PERMANENT HOT MIX ASPHALT PATCHING TO CITY OF NEW WESTMINSTER REQUIREMENTS AT ALL NECESSARY LOCATIONS. PERMANENT PATCH SHALL BE COMPLETED FOLLOWING TESTING, TIE-INS AND TRANSFERS. USE OF COLD MIX IS NOT ACCEPTABLE, TEMPORARY PATCHING OF SIDEWALKS AND CURBS AND GUTTERS IS ALSO TO BE MADE BY HOT MIX AND MEET EXISTING SURFACE. 11. PRIOR TO CONSTRUCTION A SITE WALK THROUGH WITH A CITY OF NEW WESTMINSTER ARBORIST PRIOR TO CONSTRUCTION A SITE WALK THROUGH WITH A CITY OF NEW WESTMINSTER ARBORIST IS REQUIRED. ALL DIMENSIONS SHOWN IN METERS UNLESS OTHERWISE NOTED

AutoCAD SHX TextGENERAL NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH: ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH: - THE MASTER MUNICIPAL CONSTRUCTION DOCUMENT AND STANDARD DETAIL DRAWINGS (MMCD THE MASTER MUNICIPAL CONSTRUCTION DOCUMENT AND STANDARD DETAIL DRAWINGS (MMCD 2009). LATEST EDITION (PLATINUM EDITION) AND CITY OF NEW WESTMINSTER SUPPLEMENTARY SPECIFICATIONS AND DETAILED DRAWINGS UNLESS OTHERWISE NOTED. - APPLICABLE CONTRACT DOCUMENTS AND ALL SPECIFICATIONS REFERENCED THEREIN APPLICABLE CONTRACT DOCUMENTS AND ALL SPECIFICATIONS REFERENCED THEREIN - MINISTRY OF TRANSPORTATION "BC TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS", MINISTRY OF TRANSPORTATION "BC TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS", LATEST EDITION - WORKSAFE BC, LATEST EDITION WORKSAFE BC, LATEST EDITION - GEOTECHNICAL ASSESSMENT REPORT, BY GEOWEST ENGINEERING, TITLED, CITY OF NEW GEOTECHNICAL ASSESSMENT REPORT, BY GEOWEST ENGINEERING, TITLED, CITY OF NEW WESTMINSTER NWRFP-18-13 - ENGINEERING SERVICES, PHILLIPS STREET ROADWAY DESIGN, GEOWEST FILE NO. GA18-1251-00, DATED OCTOBER 10, 2018. 2. RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN AT LEAST 10 DAYS NOTICE RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION SHALL BE GIVEN AT LEAST 10 DAYS NOTICE PRIOR TO THE START OF CONSTRUCTION. IF CONSTRUCTION ENTERS ONTO PRIVATE PROPERTY, CONSTRUCTION. IF CONSTRUCTION ENTERS ONTO PRIVATE PROPERTY, THE CONTRACTOR WILL REQUIRE WRITTEN AUTHORIZATION FROM THE PROPERTY OWNER PRIOR TO UNDERTAKING ANY WORK. 3. THE LOCATION OF EXISTING UTILITIES IS COMPILED FROM OWNER AND UTILITY SUPPLIED RECORD THE LOCATION OF EXISTING UTILITIES IS COMPILED FROM OWNER AND UTILITY SUPPLIED RECORD DRAWINGS AND ARE CONSIDERED APPROXIMATE ONLY. THE EXACT LOCATION AND EXTENT OF UTILITIES SHOULD BE DETERMINED BY CONSULTING THE LOCAL AUTHORITIES AND UTILITY COMPANIES CONCERNED. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND INVERT ELEVATION BY HAND OR HYDROVAC EXCAVATION BEFORE CONSTRUCTION OF UTILITY CROSSINGS AND SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DAMAGE TO EXISTING UTILITIES. ANY COSTS ASSOCIATED WITH UTILITY CONFLICTS THAT WERE NOT PRELOCATED WILL BE THE CONTRACTORS RESPONSIBILITY. 4. THE CONTRACTOR IS TO NOTIFY THE CITY OF NEW WESTMINSTER 48 HOURS IN ADVANCE OF THE CONTRACTOR IS TO NOTIFY THE CITY OF NEW WESTMINSTER 48 HOURS IN ADVANCE OF ANY CONSTRUCTION OR UTILITY RELOCATION/CONFLICTS. REPORT ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR A MIN 72 HOURS PRIOR TO CONSTRUCTION. 5. RESTORATION OF EXISTING DRIVEWAYS AND WALKWAYS TO CONFORM TO CITY SPECIFICATIONS. RESTORATION OF EXISTING DRIVEWAYS AND WALKWAYS TO CONFORM TO CITY SPECIFICATIONS. 6. ALL SURVEY MONUMENTS WITHIN THE PROJECT BOUNDARIES SHALL BE PROTECTED DURING THE ALL SURVEY MONUMENTS WITHIN THE PROJECT BOUNDARIES SHALL BE PROTECTED DURING THE COURSE OF THE WORK. SHOULD ANY SURVEY MONUMENT REQUIRE RAISING OR RELOCATION, THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING AND OPERATIONS DEPARTMENT AT LEAST 72 HOURS IN ADVANCE OF SCHEDULING WORK. ALL DISTURBED MONUMENTS WILL BE REPLACED BY A B.C. LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 7. SURVEY PINS DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED BY A SURVEY PINS DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED BY A B.C. LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 8. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE, BARRIERS, FLASHING INDICATORS, THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE, BARRIERS, FLASHING INDICATORS, ETC. AT ALL TIMES TO ENSURE THE SAFETY OF THE PUBLIC. THE CONTRACTOR SHALL COMPLY WITH ALL TRAFFIC REQUIREMENTS AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS. 9. ALL PUBLIC ROADWAYS AFFECTED BY THE WORKS SHALL BE KEPT IN A CLEAN STATE AT ALL ALL PUBLIC ROADWAYS AFFECTED BY THE WORKS SHALL BE KEPT IN A CLEAN STATE AT ALL TIMES. DUST CONTROL MEASURES SHALL ALSO BE EMPLOYED DURING THE COURSE OF THE WORK. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR COORDINATING THE VARIOUS PARTS OF THE WORK. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THERE IS NO DISRUPTION TO SERVICE, AND IF DISRUPTION IS ANTICIPATED, TO NOTIFY THE CONTRACT ADMINISTRATOR A MINIMUM OF 72 HOURS PRIOR, AND OBTAIN APPROVAL FOR THE DISRUPTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL EXCAVATED MATERIAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL EXCAVATED MATERIAL UNSUITABLE FOR REUSE AT A SUITABLE OFF-SITE DISPOSAL AREA, IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY UTILITY POLE SUPPORTS NECESSARY TO THE CONTRACTOR SHALL PROVIDE TEMPORARY UTILITY POLE SUPPORTS NECESSARY TO COMPLETE THE WORKS AS AN INCIDENTAL ITEM TO GENERAL CONTRACT REQUIREMENTS WHERE AND AS REQUIRED. 13. CONTRACTOR TO MAINTAIN AN UP TO DATE SET OF AS-CONSTRUCTED DRAWINGS AT ALL CONTRACTOR TO MAINTAIN AN UP TO DATE SET OF AS-CONSTRUCTED DRAWINGS AT ALL TIMES. AS-CONSTRUCTED DRAWINGS TO BE DELIVERED TO THE CONTRACT ADMINISTRATOR AT SUBSTANTIAL PERFORMANCE FOR PREPARATION OF FINAL RECORD DRAWINGS. THE CONTRACT ADMINISTRATOR SHALL BE PROVIDED ACCESS TO REVIEW THE AS-CONSTRUCTED DRAWINGS AT ALL TIMES TO CONFIRM THEY ARE UP TO DATE. 14. GENERATOR USE WILL NOT BE PERMITTED OUTSIDE OF REGULAR WORK HOURS WITHOUT AN GENERATOR USE WILL NOT BE PERMITTED OUTSIDE OF REGULAR WORK HOURS WITHOUT AN APPROVED NOISE VARIANCE. 15. THE CONTRACTOR SHALL PHOTOGRAPH, PRIOR TO CONSTRUCTION, ANY EXISTING FEATURES THE 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 ORIGINAL CONDITIONS OR BETTER, AND TO THE SATISFACTION OF THE CITY OF NEW WESTMINSTER AND WEDLER ENGINEERING. 16. TRENCHES ACROSS EXISTING PAVEMENT, CURBS, SIDEWALK AND BOULEVARDS SHALL BE TRENCHES ACROSS EXISTING PAVEMENT, CURBS, SIDEWALK AND BOULEVARDS SHALL BE REINSTATED IN COMPLIANCE WITH CITY OF NEW WESTMINSTER SPECIFICATIONS AND MASTER MUNICIPAL CONSTRUCTION DOCUMENTS STANDARD DETAIL DRAWINGS AND ANY RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 17. CONTRACTOR SHALL MAINTAIN SERVICES AND ACCESS TO EXISTING RESIDENCES AND CONTRACTOR SHALL MAINTAIN SERVICES AND ACCESS TO EXISTING RESIDENCES AND BUSINESSES AT ALL TIMES. ANY DISRUPTIONS THAT ARE UNAVOIDABLE WILL REQUIRE A MINIMUM OF 48 HOURS NOTICE. AS A MINIMUM, SINGLE LANE TRAFFIC MUST BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL AT ALL TIMES IMPLEMENT AND MAINTAIN ADEQUATE TRAFFIC CONTROL TO ENSURE THE CONVENIENCE AND SAFETY OF THE TRAVELING PUBLIC, THE SAFETY OF THE WORKERS ON THE PROJECT AND THE PROTECTION OF THE WORK TO THE SATISFACTION OF WEDLER ENGINEERING AND THE CITY OF NEW WESTMINSTER. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPROPRIATE MEASURES TO ENSURE THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPROPRIATE MEASURES TO ENSURE THE SAFETY OF PEDESTRIANS, CYCLISTS AND MOTORISTS, AND THE SECURITY OF THE WORK AREA DURING CONSTRUCTION. ALL EXCAVATION LEFT OPEN DURING NON-CONSTRUCTION AND UNSUPERVISED PERIODS SHALL BE ADEQUATELY FENCED AND BARRIERED. 18. CONSTRUCTION IN AND ABOUT A WATERCOURSE MUST RECEIVE PRIOR APPROVAL FROM THE CONSTRUCTION IN AND ABOUT A WATERCOURSE MUST RECEIVE PRIOR APPROVAL FROM THE PROVINCIAL MINISTRY OF ENVIRONMENT AND/OR THE FEDERAL DEPT. OF FISHERIES AND OCEANS, WHERE APPLICABLE.

AutoCAD SHX TextENVIRONMENTAL NOTES: 1. THE CONTRACTOR SHALL ENGAGE A QUALIFIED ENVIRONMENTAL PROFESSIONAL FOR THE CONTRACTOR SHALL ENGAGE A QUALIFIED ENVIRONMENTAL PROFESSIONAL FOR CONTAMINATED SOIL MANAGEMENT AS NECESSARY TO PERFORM THE WORK. REFER TO SUBSURFACE INVESTIGATION REPORT GA18-1251-01 BY GEOWEST ENGINEERING, DATED DEC 11, 2018. 2. IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO ENSURE EFFECTIVE AND EFFICIENT IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO ENSURE EFFECTIVE AND EFFICIENT INSTALLATION, OPERATION AND MAINTENANCE OF ALL ESC FACILITIES PRESCRIBED FOR THIS PROJECT. 3. THE CONTRACTOR WILL PREVENT DISTURBANCE TO THE ENVIRONMENTALLY SENSITIVE AREAS, THE CONTRACTOR WILL PREVENT DISTURBANCE TO THE ENVIRONMENTALLY SENSITIVE AREAS, BEYOND THAT PERMITTED BY ENVIRONMENTAL REGULATORY APPROVALS AND THE DESIGN DRAWINGS. 4. ENVIRONMENTALLY SENSITIVE AREAS ARE TO BE FREE OF CONSTRUCTION ENVIRONMENTALLY SENSITIVE AREAS ARE TO BE FREE OF CONSTRUCTION MATERIALS/STOCKPILES. 5. THE CONTRACTOR MUST PREVENT THE DISCHARGE OF WASTE OR DELETERIOUS SUBSTANCES THE CONTRACTOR MUST PREVENT THE DISCHARGE OF WASTE OR DELETERIOUS SUBSTANCES TO THE CITY'S DRAINAGE SYSTEM (INCLUDING DITCHES, CATCHBASINS, SWALES AND STREAMS). 6. THE CONTRACTOR MUST NOT DISCHARGE WASTE OR DELETERIOUS SUBSTANCES TO PRIVATE THE CONTRACTOR MUST NOT DISCHARGE WASTE OR DELETERIOUS SUBSTANCES TO PRIVATE PROPERTY UNLESS THE CONTRACTOR RECEIVES WRITTEN PERMISSION FROM THE LANDOWNER. 7. THE CONTRACTOR MUST NOT PLACE, STORE, TRANSPORT OR DISPOSE OF ANY WASTE OR THE CONTRACTOR MUST NOT PLACE, STORE, TRANSPORT OR DISPOSE OF ANY WASTE OR DELETERIOUS SUBSTANCE IN SUCH MANNER, SO AS TO PERMIT THE LIKELY ESCAPE OF THE MATERIALS INTO THE DRAINAGE SYSTEM OR ANY PART OF IT. 8. THE CONTRACTOR MUST NOT CAUSE OR PERMIT THE DISCHARGE INTO THE DRAINAGE THE CONTRACTOR MUST NOT CAUSE OR PERMIT THE DISCHARGE INTO THE DRAINAGE SYSTEM, EITHER DIRECTLY OR INDIRECTLY, OF WATER WHICH HAS A PH VALUE OUTSIDE THE RANGE OF 6.5 TO 8.0 AT ANY TIME. 9. INSTALL EFFECTIVE SEDIMENT AND EROSION CONTROL MEASURES (I.E. CATCHBASIN INLET INSTALL EFFECTIVE SEDIMENT AND EROSION CONTROL MEASURES (I.E. CATCHBASIN INLET PROTECTION, SILT-SOCKS, SILT FENCE, POLYETHYLENE SHEETING) BEFORE STARTING WORK TO PREVENT THE ENTRY OF SEDIMENT INTO THE WATERCOURSE. NECESSARY REPAIRS WILL BE MADE BY THE CONTRACTOR IMMEDIATELY IF ANY DAMAGE OCCURS SUCH THAT EROSION AND SEDIMENT CONTROL IS COMPROMISED. 10. AVOID EARTH DISTURBING ACTIVITIES DURING SUBSTANTIAL RAIN EVENTS. AVOID EARTH DISTURBING ACTIVITIES DURING SUBSTANTIAL RAIN EVENTS. 11. ALL CATCHBASINS IN PROXIMITY TO WORK AREA MUST BE FITTED WITH FILTER SOCK, RING ALL CATCHBASINS IN PROXIMITY TO WORK AREA MUST BE FITTED WITH FILTER SOCK, RING SOCK OR APPROVED ALTERNATIVE. 12. UNDER NO CIRCUMSTANCES ARE CATCHBASINS TO BE FITTED WITH HAND-CUT GEOTEXTILE UNDER NO CIRCUMSTANCES ARE CATCHBASINS TO BE FITTED WITH HAND-CUT GEOTEXTILE SHEATHS. 13. IF TEMPORARY SPOIL OR SOIL STOCKPILES ARE NECESSARY, MAKE SURE THEY ARE FULLY IF TEMPORARY SPOIL OR SOIL STOCKPILES ARE NECESSARY, MAKE SURE THEY ARE FULLY COVERED WITH POLYETHYLENE SHEETING OR TARPS WEIGHTED WITH SANDBAGS. ROADS MUST BE SWEPT CLEAN OF SOIL, LOOSE ROAD BASE, EARTH AND SEDIMENT AS DETERMINED BY THE CONTRACT ADMINISTRATOR. 14. TRACKING OF SEDIMENT, SOIL AND ROADBASE FROM WORKSITE TO VEHICLE TRAVEL LANES TRACKING OF SEDIMENT, SOIL AND ROADBASE FROM WORKSITE TO VEHICLE TRAVEL LANES MUST BE PREVENTED DUE TO RISK OF TRANSPORT TO CATCHBASINS AND THE RISK OF FLY ROCK TO PEDESTRIANS AND WINDSHIELDS. 15. DUST NUISANCE WILL BE REDUCED BY USE OF WATER SPRAYED ON THE EXPOSED SOURCE DUST NUISANCE WILL BE REDUCED BY USE OF WATER SPRAYED ON THE EXPOSED SOURCE OF THE DUST. THE FREQUENCY OF THE SUPPRESSION WILL BE AS DIRECTED BY THE CONTRACT ADMINISTRATOR. 16. ALL DISTURBED AREAS MUST BE REGRADED AND GRASS SEEDED WITH A NATIVE GRASS ALL DISTURBED AREAS MUST BE REGRADED AND GRASS SEEDED WITH A NATIVE GRASS SEED MIX TO PREVENT EROSION AND SUBSEQUENT SILTATION OF THE WATERCOURSE. 17. MAINTAIN EFFECTIVE SEDIMENT AND EROSION CONTROL MEASURES UNTIL VEGETATION OF MAINTAIN EFFECTIVE SEDIMENT AND EROSION CONTROL MEASURES UNTIL VEGETATION OF DISTURBED AREA IS COMPLETED. 18. MINIMIZE DISTURBANCE TO RIPARIAN AREAS MINIMIZE DISTURBANCE TO RIPARIAN AREAS 19. THE CONTRACTOR SHALL UNDERTAKE ALL CONCRETE/GROUTING WORK WITH CAUTION, AS THE CONTRACTOR SHALL UNDERTAKE ALL CONCRETE/GROUTING WORK WITH CAUTION, AS WET CEMENT/GROUT IS HIGHLY TOXIC TO AQUATIC ORGANISMS. 20. THE CONTRACTOR MUST CAPTURE GROUT, AND DRILL WASTING TO PREVENT ITS ENTRY TO THE CONTRACTOR MUST CAPTURE GROUT, AND DRILL WASTING TO PREVENT ITS ENTRY TO THE AQUATIC ENVIRONMENT. 21. THERE SHALL BE NO CONTACT WITH FRESHWATER STREAMS THROUGH SPILLAGE, HOSING THERE SHALL BE NO CONTACT WITH FRESHWATER STREAMS THROUGH SPILLAGE, HOSING OFF SURFACES, RAIN, OR CLEANING OF TOOLS. 22. COMPLETE ISOLATION OF ALL CAST-IN-PLACE CONCRETE AND GROUTING FROM COMPLETE ISOLATION OF ALL CAST-IN-PLACE CONCRETE AND GROUTING FROM FISH-BEARING WATERS FOR A MINIMUM OF 72 HOURS. ANY WATER THAT CONTACTS UNCURED OR PARTLY CURED CONCRETE SHALL BE ISOLATED AND HELD, OR TREATED, UNTIL THE PH IS BETWEEN 6.5 AND 8.5. 23. NO CONCRETE/GROUT WASH WATER WILL BE ALLOWED TO DISCHARGE TO ANY STORM NO CONCRETE/GROUT WASH WATER WILL BE ALLOWED TO DISCHARGE TO ANY STORM SEWER, SWALE, STREAM OR DITCH. 24. ALL WASH WATER FROM CONCRETE OR GROUT WORKS SHALL BE CONTAINED AND REMOVED ALL WASH WATER FROM CONCRETE OR GROUT WORKS SHALL BE CONTAINED AND REMOVED FROM SITE. 25. DISPOSE OF CONCRETE CUTTINGS AND OTHER WASTE MATERIALS AT AN APPROVED DISPOSE OF CONCRETE CUTTINGS AND OTHER WASTE MATERIALS AT AN APPROVED DISPOSAL FACILITY LOCATED AWAY FROM WATER TO PREVENT IT FROM REENTERING THE WATERCOURSE. 26. THE CONTRACTOR IS TO HAVE SODIUM THIOSULPHATE AVAILABLE ONSITE TO TREAT THE CONTRACTOR IS TO HAVE SODIUM THIOSULPHATE AVAILABLE ONSITE TO TREAT CHLORINATED WATER IN THE EVENT OF A WATERMAIN BREAK. 27. THE CONTRACTOR IS TO OBTAIN THE OWNER'S APPROVAL PRIOR TO DISCHARGING FLUSHING THE CONTRACTOR IS TO OBTAIN THE OWNER'S APPROVAL PRIOR TO DISCHARGING FLUSHING WATER OR DISINFECTION WATER TO OWNER'S SANITARY SEWER MANHOLES.

AutoCAD SHX TextEXISTING STRUCTURES AND UTILITIES: : 1. INFORMATION ON THE DRAWINGS REGARDING EXISTING UTILITIES WAS COMPILED FROM MUNICIPAL INFORMATION ON THE DRAWINGS REGARDING EXISTING UTILITIES WAS COMPILED FROM MUNICIPAL RECORD DRAWINGS, CONSTRUCTION DRAWINGS AND FIELD SURVEYS. THIS INFORMATION IS NOT NECESSARILY ACCURATE OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DATA BY EXPOSURE PRIOR TO ANY CONSTRUCTION AND TO IMMEDIATELY REPORT ANY DISCREPANCIES TO WEDLER ENGINEERING. PRIOR TO CONSTRUCTION, ALL TIE-IN INVERTS SHALL BE CONFIRMED, AND EXPOSURES PERFORMED WHERE THERE IS POTENTIAL FOR CONFLICTS BETWEEN EXISTING AND PROPOSED SERVICES. ANY COSTS RESULTING FROM THE CONTRACTOR'S FAILURE TO DO SO SHALL BE AT THE CONTRACTOR'S EXPENSE. 2. PRIOR TO ANY WORKS THE CONTRACTOR SHALL ASCERTAIN FOR HIMSELF THE EXACT LOCATION PRIOR TO ANY WORKS THE CONTRACTOR SHALL ASCERTAIN FOR HIMSELF THE EXACT LOCATION OF BOUNDARIES OF LEGAL PROPERTIES, RIGHTS-OF-WAY OR EASEMENTS. ANY COST RESULTING FROM SPECIAL CONSTRUCTION METHODS, EQUIPMENT OR MATERIALS REQUIRED TO PERFORM ANY WORKS FORMING PART OF THIS CONTRACT WITHOUT ENCROACHING ON OR CAUSING DAMAGE TO OTHER PROPERTY, SHALL BE INCLUDED IN THE CONTRACT PRICE, AND NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH WORKS.

AutoCAD SHX TextTRAFFIC MANAGEMENT, NOTIFICATION AND APPROVALS NOTES: 1. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE, BARRIERS, FLASHING INDICATORS, THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE, BARRIERS, FLASHING INDICATORS, ETC. AT ALL TIMES TO ENSURE THE SAFETY OF THE PUBLIC. TRAFFIC CONTROL WILL BE REQUIRED FOR ALL CONSTRUCTION WORKS WITHIN THE TRAVELED PORTION OF THE ROAD. NO ROAD SHALL BE CLOSED WITHOUT THE WRITTEN CONSENT OF THE DIRECTOR OF ENGINEERING AND OPERATIONS. 2. THE CONTRACTOR SHALL ENSURE THAT ALL APPROVALS REQUIRED FOR THE PROPOSED WORKS THE CONTRACTOR SHALL ENSURE THAT ALL APPROVALS REQUIRED FOR THE PROPOSED WORKS HAVE BEEN OBTAINED FROM ALL AUTHORITIES AND AGENCIES PRIOR TO COMMENCING THE WORK. 3. THE CONTRACTOR SHALL ARRANGE FOR, AND COORDINATE THE WORKS DONE BY:CITY OF NEW THE CONTRACTOR SHALL ARRANGE FOR, AND COORDINATE THE WORKS DONE BY:CITY OF NEW WESTMINSTER; FRANCHISE UTILITIES (BC HYDRO, FORTIS, BC TRANSMISSION CORP., SHAW CABLE, TELUS, AND METRO VANCOUVER). 4. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE PERSONNEL AT LEAST 72 HOURS PRIOR THE CONTRACTOR SHALL CONTACT THE APPROPRIATE PERSONNEL AT LEAST 72 HOURS PRIOR TO THE WORK. SCHEDULING AND OTHER CONSTRUCTION CONSTRAINTS IMPOSED BY THESE WORKS SHALL BE TAKEN INTO ACCOUNT. 5. RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION OF THESE WORKS AND SERVICES SHALL BE RESIDENTS DIRECTLY AFFECTED BY CONSTRUCTION OF THESE WORKS AND SERVICES SHALL BE GIVEN 10 DAYS WRITTEN NOTICE OF THE PROPOSED START OF CONSTRUCTION. THE CONTRACTOR IS TO DISTRIBUTE A NOTICE OF CONSTRUCTION LETTER TO ALL AFFECTED RESIDENTS AND BUSINESSES. LETTER TO DIRECT INQUIRIES TO CONTRACT ADMINISTRATOR. FOLLOWING CONSTRUCTION ACTIVITY ON ANY PRIVATE PROPERTY, A WRITTEN RELEASE MAY BE REQUIRED FROM THE PROPERTY OWNER AT THE DISCRETION OF THE CITY. 6. A TRAFFIC AND PEDESTRIAN SAFETY CONTROL PLAN SHALL BE SUBMITTED BY THE A TRAFFIC AND PEDESTRIAN SAFETY CONTROL PLAN SHALL BE SUBMITTED BY THE CONTRACTOR PRIOR TO THE PRE-CONSTRUCTION MEETING. 7. APPROVALS FOR REQUIRED TREE CUTTING OR TRIMMING NOT INDICATED IN CONTRACT APPROVALS FOR REQUIRED TREE CUTTING OR TRIMMING NOT INDICATED IN CONTRACT DRAWINGS SHALL BE OBTAINED BY THE CONTRACTOR FROM THE CITY PRIOR TO WORK BEING PERFORMED. 8. CONTRACTOR TO OBTAIN APPROVED LANE CLOSURE REQUEST FORM FOR ALL WORKS. CONTRACTOR TO OBTAIN APPROVED LANE CLOSURE REQUEST FORM FOR ALL WORKS. APPROVED REQUESTS ARE CIRCULATED TO ALL EMERGENCY SERVICES. 9. CONTRACTOR TO SUBMIT A TRAFFIC MANAGEMENT PLAN WITH LANE CLOSURE REQUEST FOR CONTRACTOR TO SUBMIT A TRAFFIC MANAGEMENT PLAN WITH LANE CLOSURE REQUEST FOR ALL MAJOR ROADS AND ANY LOCAL ROADS WHICH REQUIRE ANY DETOURS. 10. ALL TRAFFIC CONTROL TO CONFORM TO THE LATEST EDITION OF THE BC TRAFFIC CONTROL ALL TRAFFIC CONTROL TO CONFORM TO THE LATEST EDITION OF THE BC TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS. 11. APPROVAL OF NOISE VARIANCE FOR ALL WORK OUTSIDE OF NORMAL APPROVED WORK HOURS APPROVAL OF NOISE VARIANCE FOR ALL WORK OUTSIDE OF NORMAL APPROVED WORK HOURS REQUIRED BY THE CITY. 12. NOTICE OF CONSTRUCTION SIGNS TO BE INSTALLED AT ALL PROJECT LIMITS AND PREFERRED NOTICE OF CONSTRUCTION SIGNS TO BE INSTALLED AT ALL PROJECT LIMITS AND PREFERRED DETOUR ROUTE. NOTIFY CONTRACT ADMINISTRATOR WITH CONSTRUCTION SCHEDULE AND LOCATIONS. SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR. 13. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLETION OF ALL TAPED TEMPORARY AND THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLETION OF ALL TAPED TEMPORARY AND PERMANENT PAINT AND THERMOPLASTIC PAVEMENT MARKINGS IN THE PLACE OF THE WORK. PERMANENT LANE MARKINGS ARE TO BE PLACED WITHIN SEVENTY-TWO (72) HOURS OF FINAL PAVING AND PERMANENT THERMOPLASTIC PAVEMENT MARKINGS ARE TO BE PLACED WITHIN FIVE (5) DAYS OF FINAL PAVING. ALL TEMPORARY MARKINGS TO BE REMOVED IMMEDIATELY FOLLOWING PLACEMENT OF PERMANENT PAVEMENT MARKINGS. 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY HOT MIX ASPHALT PATCHING TO MMCD THE CONTRACTOR SHALL PROVIDE TEMPORARY HOT MIX ASPHALT PATCHING TO MMCD REQUIREMENTS AT LOCATIONS SPECIFIED IN THE CONTRACT DOCUMENTS. TEMPORARY ASPHALT PATCHING THICKNESS SHALL MATCH THE EXISTING ASPHALT THICKNESS WITH A MINIMUM OF 150mm AND SHALL MEET THE EXISTING ASPHALT SURFACE. USE OF COLD MIX IS NOT ACCEPTABLE. TEMPORARY PATCHING OF SIDEWALKS AND CURBS AND GUTTERS IS ALSO TO BE MADE WITH HOT MIX AND MEET THE EXISTING SURFACE. FORTIS BC NOTES 1. INTERMEDIATE PRESSURE GAS MAIN IS LOCATED WITHIN 2m OF PROPOSED WORKS. PERMIT INTERMEDIATE PRESSURE GAS MAIN IS LOCATED WITHIN 2m OF PROPOSED WORKS. PERMIT REQUIRED PRIOR TO PROCEEDING WITH WORK. PERMIT HAS BEEN INITIATED BY CITY OF NEW WESTMINSTER. 2. CONTACT FORTIS BC INSPECTOR GORD SPELAY (604-328-9203, - 8am-4pm Mon-Fri) TO CONTACT FORTIS BC INSPECTOR GORD SPELAY (604-328-9203, - 8am-4pm Mon-Fri) TO ARRANGE FOR INSPECTION A MINIMUM OF 72 HOURS PRIOR TO PROXIMAL WORKS TO IP GAS. 3. ALL WORKS TO BE IN ACCORDANCE WITH FORTIS BC PERMITS. ALL WORKS TO BE IN ACCORDANCE WITH FORTIS BC PERMITS. 4. CONTRACTOR SHALL OBTAIN A PERMIT FROM FORTIS BC TO PRELOCATE THE IP GAS MAIN. CONTRACTOR SHALL OBTAIN A PERMIT FROM FORTIS BC TO PRELOCATE THE IP GAS MAIN. 5. ACTUAL COVER DEPTH OF IP GAS MAIN TO BE MEASURED AND PROVIDED TO FORTIS BC AS A ACTUAL COVER DEPTH OF IP GAS MAIN TO BE MEASURED AND PROVIDED TO FORTIS BC AS A PRE-REQUISITE TO OBTAINING THE FULL PERMIT. 6. INSTALL 3 SETTLEMENT MONITORING GAUGES AS PER DETAIL ON SHEET 08. LOCATIONS TO BE INSTALL 3 SETTLEMENT MONITORING GAUGES AS PER DETAIL ON SHEET 08. LOCATIONS TO BE REVIEWED WITH THE CONTRACT ADMINISTRATOR. 7. ALLOW FOR A MINIMUM OF 15 WORKING DAYS FOR FORTIS BC TO GRANT A FULL PERMITALLOW FOR A MINIMUM OF 15 WORKING DAYS FOR FORTIS BC TO GRANT A FULL PERMIT

AutoCAD SHX TextSTORM NOTES: 1. NO CHANGES TO BE MADE TO PIPES, MANHOLES, OR ALIGNMENT WITHOUT PRIOR WRITTEN NO CHANGES TO BE MADE TO PIPES, MANHOLES, OR ALIGNMENT WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CONTRACT ADMINISTRATOR. 2. ASSURANCE OF PROTECTION OF THE WATERMAIN AS PER FRASER HEALTH AUTHORITY, JULY 14, ASSURANCE OF PROTECTION OF THE WATERMAIN AS PER FRASER HEALTH AUTHORITY, JULY 14, 2006: PARALLEL LINES: WATERMAINS SHOULD BE LAID AT LEAST 3m HORIZONTALLY FROM ANY SANITARY OR STORM SEWER. WHERE THIS HORIZONTAL SEPARATION IS NOT POSSIBLE, THE BOTTOM OF THE WATERMAIN SHOULD BE AT LEAST 45cm ABOVE THE TOP OF THE SEWER AND SUFFICIENTLY TO ONE SIDE OF THE SEWER TO ALL FOR SEWER REPAIRS WITHOUT DISTURBING THE WATERMAIN. IF THIS VERTICAL SEPARATION IS NOT POSSIBLE, THE SEWER SHOULD BE OF THE SAME SERVICE CAPABILITY AS THE WATERMAIN, WITH PRESSURE CLASS JOINTS DESIGNED TO REMAIN WATERTIGHT IF THE GROUNDWATER TABLE PERIODICALLY RISES ABOVE THE SEWER, AND ARE PRESSURE TESTED BEFORE BACKFILLING. OTHER PRECAUTIONS, SUCH AS A WATERMAIN WITH IMPROVED JOINTS AND HIGHER STRENGTH MAY BE NEEDED. 3. CROSSINGS: WHERE A WATERMAIN CROSSES A SANITARY OR STORM SEWER, THE LINES SHOULD BE CROSSINGS: WHERE A WATERMAIN CROSSES A SANITARY OR STORM SEWER, THE LINES SHOULD BE LAID WITH THE WATERMAIN CROSSING OVER THE SEWER AND WITH THE MIDDLE OF PIPE LENGTHS LOCATED AT THE CROSSING POINT, TO MAXIMIZE THE SEPARATION BETWEEN JOINTS. WHERE A MINIMUM 3m JOINT SEPARATION AND/OR A MINIMUM 45cm CLEAR VERTICAL SEPARATION IS NOT POSSIBLE AT THE CROSSING, PRECAUTIONS TO IMPROVE WATER TIGHTNESS OF THE SEWER JOINTS AND STRUCTURAL IMPROVEMENTS SUCH AS HIGHER STRENGTH WATERMAIN AND/OR SEWER AT THE CROSSING AREA MAY BE NEEDED. SLEEVING, PIPE BRIDGING OR OTHER SUITABLE MEASURES MAY BE CONSIDERED. ALL JOINTS WITHIN 3m OF THE CROSSING SHOULD BE: - WRAPPED WITH HEAT SHRINK PLASTIC OR WRAPPED WITH HEAT SHRINK PLASTIC OR - PACKED WITH INERT PETROLATUM COMPOUND AND WRAPPED IN TAPE IN ACCORDANCE WITH PACKED WITH INERT PETROLATUM COMPOUND AND WRAPPED IN TAPE IN ACCORDANCE WITH ANSI/AWWA STANDARDS C209 AND C217-90. FOR SERVICE CONNECTIONS, WHEREVER POSSIBLE, THE ABOVE CONSTRUCTION PRACTICES SHOULD ALSO BE APPLIED.

AutoCAD SHX Text4. LOT DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. REFER TO BCLS REGISTERED LEGAL PLAN LOT DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. REFER TO BCLS REGISTERED LEGAL PLAN FOR ACTUAL LOT DIMENSIONS. THE CONTRACTOR SHALL CONFIRM LOCATIONS OF LOT LINES PRIOR TO INSTALLATION OF SERVICE CONNECTIONS. 5. ALL WEHOLITE HDPE TO HAVE PRE-INSTALLED RUBBER GASKETS AT JOINTS. JOINTS ARE TO BE ALL WEHOLITE HDPE TO HAVE PRE-INSTALLED RUBBER GASKETS AT JOINTS. JOINTS ARE TO BE SURROUNDED WITH NON-WOVEN GEOTEXTILE - 500mm WIDE - PRIOR TO BACKFILL. CONTROL OF HYDROCARBONS, HYDRAULIC FLUIDS AND OTHER DELETERIOUS SUBSTANCES 6. MACHINERY IS TO ARRIVE ON SITE IN A CLEAN CONDITION AND IS TO BE MAINTAINED FREE OF MACHINERY IS TO ARRIVE ON SITE IN A CLEAN CONDITION AND IS TO BE MAINTAINED FREE OF FLUID LEAKS. 7. WASH, REFUEL AND SERVICE MACHINERY AND STORE FUEL AND OTHER MATERIALS FOR THE WASH, REFUEL AND SERVICE MACHINERY AND STORE FUEL AND OTHER MATERIALS FOR THE MACHINERY AWAY FROM WATER TO PREVENT ANY DELETERIOUS SUBSTANCES FROM ENTERING WATER. 8. AN EMERGENCY SPILL KIT (INCLUDING BOOMS, ABSORBENT PADS, ABSORBENT SOCKS, HAZMAT AN EMERGENCY SPILL KIT (INCLUDING BOOMS, ABSORBENT PADS, ABSORBENT SOCKS, HAZMAT DISPOSAL BAGS, SPILL INSTRUCTION SHEETS, ETC.) MUST BE KEPT ONSITE IN CASE OF FLUID LEAKS OR SPILLS FROM MACHINERY. 9. OIL, GREASE, OR ANY OTHER SUBSTANCE DELETERIOUS TO AQUATIC LIFE WILL BE PREVENTED OIL, GREASE, OR ANY OTHER SUBSTANCE DELETERIOUS TO AQUATIC LIFE WILL BE PREVENTED FROM ENTERING INTO ANY WATERCOURSE, DITCH OR STORM SEWER. 10. CONTRACTOR SHOULD DEVELOP SPILL RESPONSE PROTOCOLS PRIOR TO CONSTRUCTION.CONTRACTOR SHOULD DEVELOP SPILL RESPONSE PROTOCOLS PRIOR TO CONSTRUCTION.

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HYDRO

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GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =

The City of

New Westminster


Received

Checked

Approved

Date

CITY ENGINEER

Abbotsford

Courtenay

Surrey

THE WEDLER GROUP

1.604.746.0300

1.250.334.3263

1.604.588.1919

www.wedler.com

Chilliwack

1.604.792.0651

METRIC





C



DS18-0271A/-02

-1:250

2018/11/2002 OF 08

S18-0271A

SR

SB

KEYPLAN & TREATMENT PLAN



PHILIPS STREET


LOCATED AT INTERSECTION OF: DYKE ROAD

and JARDINE STREET

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AutoCAD SHX TextEX. 150%%C WATER

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AutoCAD SHX TextEX. 350%%C CONC


AutoCAD SHX TextEX. 300%%C CULV


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AutoCAD SHX TextEX. GAS 60 DP

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AutoCAD SHX TextEX. 150%%C DI WATER

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AutoCAD SHX TextEX. 300%%C CONC STORM


AutoCAD SHX TextEX. 150%%C CI WATER (ABANDONED)

AutoCAD SHX TextEX. GAS (DEAD)


AutoCAD SHX TextEX. 600%%C HDPE

AutoCAD SHX Text600%%C STORM










AutoCAD SHX TextEXIST. PAVEMENT CROWN

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AutoCAD SHX Text3.0%%%


AutoCAD SHX TextBASELINE

AutoCAD SHX TextTYPICAL SECTION - PHILLIPS ST N.T.S.

AutoCAD SHX TextULTIMATE N. PL

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AutoCAD SHX TextEX. ELEC DUCTS


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AutoCAD SHX TextPROP STORM

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AutoCAD SHX Text450%%C/525%%C


AutoCAD SHX TextEX. 114%%C IP GAS

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AutoCAD SHX TextSUB-SURFACE TREATMENT - PHILLIPS ST TYPICAL CROSS SECTION N.T.S.

AutoCAD SHX TextULTIMATE N. PL

AutoCAD SHX TextEXISTING ASPHALT



AutoCAD SHX TextEXIST. N. PL

AutoCAD SHX TextEXISTING


AutoCAD SHX TextC

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AutoCAD SHX TextB

AutoCAD SHX TextA

AutoCAD SHX TextNORTH DITCH

AutoCAD SHX TextSOUTH DITCH

AutoCAD SHX TextAPPROXIMATE EXCAVATION EXTENTS

AutoCAD SHX TextEXCAVATE TO 1 PIPE DIAMETER BELOW PROPOSED STORM SEWER

AutoCAD SHX TextEXISTING GROUND

AutoCAD SHX TextPROPOSED FINISHED SURFACE

AutoCAD SHX TextREFER TO SUBSURFACE TREATMENT DETAILS THIS SHEET (TYP)




AutoCAD SHX TextROAD - ASPHALT 40mm MMCD UPPER COURSE #1 ASPHALTIC SURFACE 40mm MMCD LOWER COURSE #1 ASPHALTIC BASE 230mm ROAD BASE 700mm SUBBASE GEOTEX 351 NON-WOVEN FILTER CLOTH (PER GEOWEST REPORT FILE: GA18-1251-00 DATED 19 OCTOBER 2018) GEOTECHNICAL ENGINEER APPROVED SUBGRADE

AutoCAD SHX TextDRIVEWAY - ASPHALT 65mm MMCD UPPER COURSE #2 ASPHALTIC SURFACE 100mm - 19mm MINUS CRUSHED GRANULAR BASE COMPACTED TO 95% MODIFIED PROCTOR DENSITY

AutoCAD SHX TextDRIVEWAY - GRAVEL 25mm - 19mm MINUS CRUSHED GRANULAR BASE COMPACTED TO 95% MODIFIED PROCTOR DENSITY

AutoCAD SHX TextCONCRETE SIDEWALKS AND DRIVEWAY LETDOWNS AS PER MMCD SPECIFICATIONS

AutoCAD SHX TextLANDSCAPING 300mm TOPSOIL AND SOD

AutoCAD SHX TextROAD RECONSTRUCTION / LIGHTWEIGHT FILL STRIP ALL EXISTING ASPHALT AND ANY OTHER LOOSE OR OTHERWISE DISTURBED MATERIALS TO DEPTH OF 1015mm BELOW DESIGN GRADE REPLACE ANY EXCAVATED PEAT WITH EQUAL DEPTH OF LIGHTWEIGHT FILL FOLLOWED BY SUBBASE MATERIAL REQUIRED TO ACHIEVE TOTAL SUBBASE DESIGN THICKNESS OF 700mm AS PER RECOMMENDATION OF GEOWEST LIGHTWEIGHT FILL SHOULD CONSIST OF PUMICE OR VESICULAR BASALTS, OR OTHER MATERIALS APPROVED BY GEOWEST, WITH A MAXIMUM SATURATED UNIT WEIGHT OF 12 KN/M 3NON-WOVEN FILTER CLOTH TO SEPARATE LIGHT WEIGHT FILL FROM EXISTING SUBGRADE AND PROPOSED GRANULAY SUB-BASE. COMPACTION METHODOLOGY TO BE APPROVED BY GEOWEST ENGINEERING

AutoCAD SHX TextSHALLOW EXCAVATION EXCAVATE SHOULDER AND BOULEVARD AREAS TO DEPTH REQUIRED FOR APPLICABLE STRUCTURE. DISPOSE OF EXCAVATED MATERIAL OFFSITE

AutoCAD SHX TextDEEP EXCAVATION / LIGHTWEIGHT FILL EXCAVATE TO THE INVERT OF THE PROPOSED STORM SEWER PLUS PIPE DIAMETER. DISPOSE OF EXCAVATED MATERIAL OFFSITE LIGHTWEIGHT FILL TO BE USED AS PIPE BEDDING AND TRENCH BACKFILL LIGHTWEIGHT FILL SHOULD CONSIST OF PUMICE OR VESICULAR BASALTS, OR OTHER MATERIALS APPROVED BY GEOWEST, WITH A MAXIMUM SATURATED UNIT WEIGHT OF 12 Kn/m 3

AutoCAD SHX Text%%USURFACE TREATMENT

AutoCAD SHX Text%%USUB-SURFACE TREATMENT

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextFUTURE PROPERTY LINE

AutoCAD SHX TextIRON PROPERTY PIN

AutoCAD SHX TextBENCH MARK - GEODETIC DATUM

AutoCAD SHX TextCURB & GUTTER

AutoCAD SHX TextEDGE OF PAVEMENT

AutoCAD SHX TextSANITARY SEWER

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextSANITARY CONNECTION & INSPECTION CHAMBER

AutoCAD SHX TextS

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AutoCAD SHX TextSLOTTED LID

AutoCAD SHX TextSLOTTED LID

AutoCAD SHX TextSTORM SEWER

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AutoCAD SHX TextSTORM CONNECTION & INSPECTION CHAMBER

AutoCAD SHX TextSTORM SEWER SERVICE

AutoCAD SHX TextCATCH BASIN - TOP INLET & SIDE INLET

AutoCAD SHX TextLAWN DRAIN

AutoCAD SHX TextDITCH

AutoCAD SHX TextSWALE

AutoCAD SHX TextSIDEWALK (ASPHALT)

AutoCAD SHX TextSIDEWALK (CONCRETE)

AutoCAD SHX TextWATER MAIN

AutoCAD SHX TextWATER SERVICE CONNECTION

AutoCAD SHX TextWATER VALVE

AutoCAD SHX TextAIR VALVE

AutoCAD SHX TextCAPPED END

AutoCAD SHX TextWATER METER

AutoCAD SHX TextM

AutoCAD SHX TextM

AutoCAD SHX TextBLOW-OFF

AutoCAD SHX TextUNDERGROUND TELEPHONE

AutoCAD SHX TextUNDERGROUND ELECTRICAL

AutoCAD SHX TextGASMAIN

AutoCAD SHX TextHYDRANT & VALVE ASSEMBLY

AutoCAD SHX TextJ

AutoCAD SHX TextJ

AutoCAD SHX TextUTILITY POLE W/LIGHT

AutoCAD SHX TextORNAMENTAL STREET LIGHT - POST TOP

AutoCAD SHX TextDESCRIPTION

AutoCAD SHX TextPROPOSED


AutoCAD SHX TextORNAMENTAL STREET LIGHT - DAVIT

AutoCAD SHX TextJUNCTION BOX

AutoCAD SHX TextUTILITY POLE

AutoCAD SHX Text%%ULEGEND

AutoCAD SHX TextNOTES: : 1. THE CONTRACTOR TO PRELOCATE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO THE CONTRACTOR TO PRELOCATE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO CONFIRM DESIGN, AND NOTIFY THE CONTRACT ADMINISTRATOR OF ANY CONFLICTS. ANY DELAYS CAUSED BY UTILITY CONFLICTS NOT PRELOCATED PRIOR TO CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. ADJUST ALL EXISTING MANHOLES, CATCH BASINS, UTILITY VALVES, AND OTHER SURFACE ADJUST ALL EXISTING MANHOLES, CATCH BASINS, UTILITY VALVES, AND OTHER SURFACE APPURTENANCES TO PROPOSED SURFACE ELEVATION. 3. CONTRACTOR TO TRIM OR REMOVE VEGETATION WHERE REQUIRED AT THE DIRECTION OF THE CONTRACTOR TO TRIM OR REMOVE VEGETATION WHERE REQUIRED AT THE DIRECTION OF THE CONTRACT ADMINISTRATOR. 4. POWER POLES MUST BE SUPPORTED. POWER POLES MUST BE SUPPORTED. 5. ALL EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED. ALL SURVEY MONUMENTS THAT ALL EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED. ALL SURVEY MONUMENTS THAT BECOME DISTURBED SHALL BE REINSTATED BY A QUALIFIED LEGAL SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 6. CONTRACTOR TO DISPOSE OF ALL CONTAMINATED SOILS, AS IDENTIFIED IN GEOWEST CONTRACTOR TO DISPOSE OF ALL CONTAMINATED SOILS, AS IDENTIFIED IN GEOWEST ENGINEERING SUBSURFACE INVESTIGATION, FILE GA18-1251-01 BETWEEN STATIONS 0+700 AND 0+740 TO A LICENSED FACILITY. ALL EXISTING GRANULAR MATERIALS (NON-PEATS) REMOVED BETWEEN THESE TWO STATIONS WILL BE ASSUMED TO BE CONTAMINATED. 7. CONTRACTOR TO REFER TO GEOTECHNICAL ASSESSMENT REPORT, BY GEOWEST ENGINEERING, CONTRACTOR TO REFER TO GEOTECHNICAL ASSESSMENT REPORT, BY GEOWEST ENGINEERING, TITLED, CITY OF NEW WESTMINSTER NWRFP-18-13 - ENGINEERING SERVICES, PHILLIPS STREET ROADWAY DESIGN, GEOWEST FILE NO. GA18-1251-00, DATED OCTOBER 10, 2018

AutoCAD SHX TextFORTIS BC NOTES 1. INTERMEDIATE PRESSURE GAS MAIN IS LOCATED WITHIN 2m OF PROPOSED WORKS. PERMIT INTERMEDIATE PRESSURE GAS MAIN IS LOCATED WITHIN 2m OF PROPOSED WORKS. PERMIT REQUIRED PRIOR TO PROCEEDING WITH WORK. PERMIT HAS BEEN INITIATED BY CITY OF NEW WESTMINSTER. 2. CONTACT FORTIS BC INSPECTOR GORD SPELAY (604-328-9203, - 8am-4pm Mon-Fri) TO CONTACT FORTIS BC INSPECTOR GORD SPELAY (604-328-9203, - 8am-4pm Mon-Fri) TO ARRANGE FOR INSPECTION A MINIMUM OF 72 HOURS PRIOR TO PROXIMAL WORKS TO IP GAS. 3. ALL WORKS TO BE IN ACCORDANCE WITH FORTIS BC PERMITS. ALL WORKS TO BE IN ACCORDANCE WITH FORTIS BC PERMITS. 4. CONTRACTOR SHALL OBTAIN A PERMIT FROM FORTIS BC TO PRELOCATE THE IP GAS MAIN. CONTRACTOR SHALL OBTAIN A PERMIT FROM FORTIS BC TO PRELOCATE THE IP GAS MAIN. 5. ACTUAL COVER DEPTH OF IP GAS MAIN TO BE MEASURED AND PROVIDED TO FORTIS BC AS ACTUAL COVER DEPTH OF IP GAS MAIN TO BE MEASURED AND PROVIDED TO FORTIS BC AS A PRE-REQUISITE TO OBTAINING THE FULL PERMIT. 6. INSTALL 3 SETTLEMENT MONITORING GAUGES AS PER DETAIL ON SHEET 08. LOCATIONS TO BE INSTALL 3 SETTLEMENT MONITORING GAUGES AS PER DETAIL ON SHEET 08. LOCATIONS TO BE REVIEWED WITH THE CONTRACT ADMINISTRATOR. 7. ALLOW FOR A MINIMUM OF 15 WORKING DAYS FOR FORTIS BC TO GRANT A FULL PERMIT.ALLOW FOR A MINIMUM OF 15 WORKING DAYS FOR FORTIS BC TO GRANT A FULL PERMIT.

AutoCAD SHX TextIF UNCOVERED DURING WORK, EXISTING ABANDONED 150 WATERMAIN TO BEREMOVED AND DISPOSED OFFSITE. CAP ANY EXISTING ENDS.

AutoCAD SHX TextATTENTION EX. 114IP FORTIS GASMAIN.

AutoCAD SHX TextCONTRACTOR TO REFER TO GEOTECHNICAL ASSESSMENT REPORT, BY GEOWEST ENGINEERING, TITLED, CITY OF NEW WESTMINSTER NWRFP-18-13 - ENGINEERING SERVICES, PHILLIPS STREET ROADWAY DESIGN, GEOWEST FILE NO. GA18-1251-00, DATED OCTOBER 10, 2018

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Project No.

HYDRO

TELEPHONE

GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =

The City of

New Westminster


Received

Checked

Approved

Date

CITY ENGINEER

Abbotsford

Courtenay

Surrey

THE WEDLER GROUP

1.604.746.0300

1.250.334.3263

1.604.588.1919

www.wedler.com

Chilliwack

1.604.792.0651

METRIC





C



DS18-0271A/-03

1:251:250

2018/11/2003 OF 08

S18-0271A

NWRFP-20-##

SR

SB

ROADWORKS



PHILIPS STREET




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AutoCAD SHX TextAH18-04





AutoCAD SHX TextPVMT CL CANIL AVE

AutoCAD SHX TextEC CURB RETURN

AutoCAD SHX TextEXIST. NORTH GUTTERLINE

AutoCAD SHX TextBC CURB RETURN

AutoCAD SHX Text9-868.62

AutoCAD SHX TextTIE-IN TO EXISTING PAVEMENT

AutoCAD SHX Text0+700.78

AutoCAD SHX TextPROPOSED ROAD CL

AutoCAD SHX TextEXISTING ROAD CL

AutoCAD SHX TextPROPOSED NORTH GUTTER

AutoCAD SHX TextPROPOSED SOUTH GUTTER

AutoCAD SHX TextEXISTING ROAD CL


AutoCAD SHX TextEXISTING ROAD ROAD ROAD CL ELEV. (m)

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AutoCAD SHX TextPHILLIPS STREET - AUGER HOLE DATA LANE CORE No. GEOWEST I.D. ASPHALT THICKNESS (mm) CORE No. GEOWEST I.D. ASPHALT THICKNESS (mm) GEOWEST I.D. ASPHALT THICKNESS (mm) ASPHALT THICKNESS (mm) NB 1 AH18-01 38 1 AH18-01 38 AH18-01 38 38 NB 2 AH18-02 32 2 AH18-02 32 AH18-02 32 32 NB 3 AH18-03 32 3 AH18-03 32 AH18-03 32 32 NB 4 AH18-04 504 AH18-04 50AH18-04 5050

AutoCAD SHX TextLAP JOINT KEY-IN DETAIL NTS

AutoCAD SHX Text500mm FOR JOINTS PERP. TO LANES 300mm FOR JOINTS PARALLEL TO LANES

AutoCAD SHX TextPROPOSED ASPHALT


AutoCAD SHX TextINSTALL DRIVEWAY LETDOWN AS PER MMCD STD DWG C7 (TYP x 9)

AutoCAD SHX TextRELOCATE EXISTING HYDRANT TO BACK OF NEW SIDEWALK

AutoCAD SHX TextINSTALL CONCRETE BARRIER CURB & GUTTER AS PER MMCD STD DWG C5

AutoCAD SHX TextINSTALL 1.5m CONCRETE SIDEWALK AS PER MMCD STD DWG C2

AutoCAD SHX TextREMOVE EXISTING CRACKED WHEELCHAIR LETDOWN AND REPLACE WITH NEW AS PER MMCD STD DWG C9

AutoCAD SHX TextREMOVE EXISTING SIDEWALK AND CURB RETURN AND REPLACE WITH NEW 1.5m CONCRETE WALK AND BARRIER CURB & GUTTER. TIE INTO EXISTING SIDEWALK

AutoCAD SHX TextFOR CURB RETURN DETAILS, REFER TO DETAIL SHEET

AutoCAD SHX TextINSTALL 2.0m WIDE CONCRETE SIDEWALK WITH: 100mm GRANULAR BASE 1.5m SPACING FOR DUMMY JOINTS 3.0m SPACING FOR CONTROL JOINTS 9.0m SPACING FOR EXPANSION JOINTS TIE INTO EXISTING CONCRETE SIDEWALK

AutoCAD SHX TextSTA 0+700.78

AutoCAD SHX TextTIE-IN TO EX. ROAD

AutoCAD SHX TextPROPOSED CATCH BASIN AS PER MMCD STD DWG S11 (TYPX4)

AutoCAD SHX TextTIE INTO EXISTING PAVEMENT WITH SAWCUT AND LAP JOINT AS PER DETAIL (TYP)

AutoCAD SHX TextSAWCUT

AutoCAD SHX TextRELOCATE EX. STREETLIGHT BEHIND NEW SIDEWALK

AutoCAD SHX TextASPHALT

AutoCAD SHX TextGRAVEL

AutoCAD SHX Text300mm TOPSOIL & SOD

AutoCAD SHX TextCB STA 0+707.88 RIM ELEV 0.73


AutoCAD SHX TextINSTALL NEW WHEELCHAIR LETDOWN AS PER MMCD STD DWG C9



AutoCAD SHX TextPROPOSED SOUTH GUTTER ELEVATION

AutoCAD SHX TextPAVEMENT CROWN


AutoCAD SHX TextLB STA 0+796.50









AutoCAD SHX TextPROPOSED LAWN BASIN AS PER MMCD STD DWG S12 TYPE 1 (TYP X 9) EXACT ELEVATION TO BE DETERMINED IN FIELD DURING CONSTRUCTION, AS DIRECTED BY CONTRACT ADMINISTRATOR.

AutoCAD SHX TextTIE-IN TO EX. WALK STA 0+868.15

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PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =

The City of

New Westminster


Received

Checked

Approved

Date

CITY ENGINEER

Abbotsford

Courtenay

Surrey

THE WEDLER GROUP

1.604.746.0300

1.250.334.3263

1.604.588.1919

www.wedler.com

Chilliwack

1.604.792.0651

METRIC





C



DS18-0271A/-04

1:1001:200

2018/11/2004 OF 08

S18-0271A

SR

SB

ROAD CROSS SECTIONS



PHILIPS STREET


































AutoCAD SHX TextS PL

AutoCAD SHX TextN PL

AutoCAD SHX TextFUTURE PL









































AutoCAD SHX TextCANIL AVE

AutoCAD SHX TextEX. 150%%C CI WATER

AutoCAD SHX Text(ABANDONED)















































AutoCAD SHX TextNOTE: EXISTING FORTIS GAS MAINS SHOWN AT ASSUMED DEPTH OF 0.75m BELOW GRADE

AutoCAD SHX TextPROPOSED STORM SEWER AND OVEREXCAVATION PER GEOTECHNICAL REPORT (TYPICAL)

AutoCAD SHX TextPROPOSED EXCAVATION AND ROAD STRUCTURE PER GEOTECHNICAL REPORT (TYPICAL)

AutoCAD SHX TextEXISTING GROUND

AutoCAD SHX TextPROPOSED FINISHED ROAD SURFACE (TYPICAL)

AutoCAD SHX TextNOTE: EXISTING WATER MAINS SHOWN AT ASSUMED DEPTH OF 1.0m BELOW GRADE

AutoCAD SHX TextNOTE: THE LIMIT OF EXCAVATION FOR THE PROPOSED ROAD STRUCTURE SHALL BE AS SHOWN, OR AT THE CROWN OF ANY EXISTING UTILITIES EXPOSED DURING EXCAVATION / PRELOCATION. BEDDING / PIPE ZONE OF EXISTING UTILITIES TO REMAIN UNDISTURBED.

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GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =

The City of

New Westminster


Received

Checked

Approved

Date

CITY ENGINEER

Abbotsford

Courtenay

Surrey

THE WEDLER GROUP

1.604.746.0300

1.250.334.3263

1.604.588.1919

www.wedler.com

Chilliwack

1.604.792.0651

METRIC





C



DS18-0271A/-05

1:-1:250

2018/11/2005 OF 08

S18-0271A

SR

SB

SIGNAGE & PAVEMENT MARKINGS



PHILIPS STREET







AutoCAD SHX Text242

AutoCAD SHX Text238

AutoCAD SHX Text259

AutoCAD SHX Text249

AutoCAD SHX Text251

AutoCAD SHX Text255


AutoCAD SHX Text217

AutoCAD SHX Text219

AutoCAD SHX Text231

AutoCAD SHX Text229

AutoCAD SHX Text227

AutoCAD SHX Text225

AutoCAD SHX Text223

AutoCAD SHX Text221





AutoCAD SHX Text%%UROAD SIGN LEGEND

AutoCAD SHX TextNOTE: PROPOSED SIGNS TO BE SUPPLIED AND INSTALLED BY THE CITY OF NEW WESTMINSTER

AutoCAD SHX Text%%UPROPOSED ROAD SIGNS

AutoCAD SHX Text(MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR CANADA)

AutoCAD SHX TextNAME QUANTITY QUANTITY RA-4R 2 2 RA-4L 2 2 RB-55R 1 1 RB-55L 11

AutoCAD SHX TextGENERAL NOTES FOR PAVEMENT MARKINGS & SIGNAGE 1. ALL PAVEMENT MARKINGS AND SIGNAGE TO BE AS PER THE CURRENT ALL PAVEMENT MARKINGS AND SIGNAGE TO BE AS PER THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES FOR CANADA. 2. REFER TO FIGURE C-1 MUTCD FOR PAVEMENT MARKING WIDTHS, SPACING REFER TO FIGURE C-1 MUTCD FOR PAVEMENT MARKING WIDTHS, SPACING AND COLOR. 3. STOP BARS AND CROSSWALKS TO BE WHITE THERMOPLASTIC. STOP BARS AND CROSSWALKS TO BE WHITE THERMOPLASTIC. 4. ALL CENTERLINE AND LANE LINE MARKINGS TO BE PAINTED WITH ALL CENTERLINE AND LANE LINE MARKINGS TO BE PAINTED WITH LAFRENTZ POTTERS M247 WITH 600g BEADS OR APPROVED EQUIVALENT. 5. CONTRACTOR TO INSTALL SIGN SLEEVES IN CONCRETE FOR PROPOSED CONTRACTOR TO INSTALL SIGN SLEEVES IN CONCRETE FOR PROPOSED SIGNS. KEY NOTES FOR PAVEMENT MARKINGS 1. ERADICATE ALL EXISTING PAVEMENT MARKINGS ERADICATE ALL EXISTING PAVEMENT MARKINGS 2. STOP BARS AND CROSSWALKS TO BE WHITE THERMOPLASTIC AND STOP BARS AND CROSSWALKS TO BE WHITE THERMOPLASTIC AND INSTALLED AS PER FIGURE C3-1 MUTCD (TYPICAL)

AutoCAD SHX TextRA-4R

AutoCAD SHX TextRA-4L

AutoCAD SHX TextRB-55R

AutoCAD SHX TextRB-55L

AutoCAD SHX TextCITY OF NEW WESTMINSTER TO INSTALL RB-51R 0.3m BEHIND CURB

AutoCAD SHX TextCITY OF NEW WESTMINSTER TO INSTALL RB-55L 0.3m BEHIND CURB


AutoCAD SHX TextCITY OF NEW WESTMINSTER TO INSTALL RB-55R 0.3m BEHIND CURB

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HYDRO

TELEPHONE

GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =

The City of

New Westminster


Received

Checked

Approved

Date

CITY ENGINEER

Abbotsford

Courtenay

Surrey

THE WEDLER GROUP

1.604.746.0300

1.250.334.3263

1.604.588.1919

www.wedler.com

Chilliwack

1.604.792.0651

METRIC





C



DS18-0271A/-06

1:251:250

2018/11/2006 OF 08

S18-0271A

SR

SB

STORM SEWER - NORTHEAST SIDE



PHILIPS STREET




AutoCAD SHX TextEXIST. 300%%C STORM

AutoCAD SHX TextEXIST. CULVERT (TYPICAL)

AutoCAD SHX TextEXIST. NORTH DITCH PROFILE

AutoCAD SHX TextEXIST. ROAD CL PROFILE

AutoCAD SHX TextPROPOSED ROAD CL

AutoCAD SHX TextEX. WATER SERVICE




AutoCAD SHX TextEX. GAS SERVICE




AutoCAD SHX TextEX. ELEC/TEL DUCTS

AutoCAD SHX TextEX. 75%%C DRAIN AT P.L.

AutoCAD SHX TextEX. 75%%C DRAIN AT P.L.

AutoCAD SHX TextEX. 200%%C CB LEAD (S)

AutoCAD SHX TextEX. 150%%C LB LEAD (N)


AutoCAD SHX TextEX. ELEC/TEL DUCTS




AutoCAD SHX Text242

AutoCAD SHX Text238

AutoCAD SHX Text259

AutoCAD SHX Text249

AutoCAD SHX Text251

AutoCAD SHX Text255


AutoCAD SHX Text217

AutoCAD SHX Text219

AutoCAD SHX Text231

AutoCAD SHX Text229

AutoCAD SHX Text227

AutoCAD SHX Text225

AutoCAD SHX Text223

AutoCAD SHX Text221

































AutoCAD SHX TextEXISTING ROAD CL LEVATION (m)


AutoCAD SHX TextPROPOSED STM



AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text0

AutoCAD SHX Text-1

AutoCAD SHX Text-2

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text0

AutoCAD SHX Text-1

AutoCAD SHX Text-2

AutoCAD SHX TextNOTES 1. CONTRACTOR TO PRELOCATE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO CONFIRM DESIGN, AND NOTIFY THE CONTRACT CONTRACTOR TO PRELOCATE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO CONFIRM DESIGN, AND NOTIFY THE CONTRACT ADMINISTRATOR OF ANY CONFLICTS. ANY DELAYS CAUSED BY UTILITY CONFLICTS NOT PRELOCATED PRIOR TO CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL ENGAGE A QUALIFIED ENVIRONMENTAL PROFESSIONAL FOR CONTAMINATED SOIL MANAGEMENT AS NECESSARY TO THE CONTRACTOR SHALL ENGAGE A QUALIFIED ENVIRONMENTAL PROFESSIONAL FOR CONTAMINATED SOIL MANAGEMENT AS NECESSARY TO PERFORM THE WORK. REFER TO SUBSURFACE INVESTIGATION REPORT GA18-1251-01 BY GEOWEST ENGINEERING, DATED DEC 11, 2018. 3. REFER TO ROADWORKS DRAWINGS FOR ALL INFORMATION REGARDING CATCHBASIN RIM ELEVATIONS, LOCATIONS, AND EXISTING CATCH REFER TO ROADWORKS DRAWINGS FOR ALL INFORMATION REGARDING CATCHBASIN RIM ELEVATIONS, LOCATIONS, AND EXISTING CATCH BASIN REMOVALS 4. ALL STORM MAINS 450Ø OR LARGER TO BE WEHOLITE RSC160 c/w INFILTRATION PORTS OR APPROVED ALTERNATE. ALL STORM MAINS 450Ø OR LARGER TO BE WEHOLITE RSC160 c/w INFILTRATION PORTS OR APPROVED ALTERNATE. 5. SEE TYPICAL SECTIONS AND DETAILS DRAWING FOR ALL STORM DETAILS. SEE TYPICAL SECTIONS AND DETAILS DRAWING FOR ALL STORM DETAILS. 6. REFER TO ELECTRICAL DRAWINGS FOR ALL INFORMATION ON PROPOSED TELUS, SHAW, NEW WESTMINSTER ELECTRICAL AND BC HYDRO REFER TO ELECTRICAL DRAWINGS FOR ALL INFORMATION ON PROPOSED TELUS, SHAW, NEW WESTMINSTER ELECTRICAL AND BC HYDRO 7. CONTRACTOR TO INSTALL STORM SEWER SERVICE CONNECTIONS c/w INSPECTION CHAMBER AS PER MMCD DWG S7, S8 AND CITY OF NEW CONTRACTOR TO INSTALL STORM SEWER SERVICE CONNECTIONS c/w INSPECTION CHAMBER AS PER MMCD DWG S7, S8 AND CITY OF NEW WESTMINSTER DETAIL SDS-3. 8. MANHOLES TO BE WEHOLITE TYPE A OR APPROVED ALTERNATE WITH 500mm SUMP AND LADDER RUNGS. CONTRACTOR TO PROVIDE SHOP MANHOLES TO BE WEHOLITE TYPE A OR APPROVED ALTERNATE WITH 500mm SUMP AND LADDER RUNGS. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO WEDLER ENGINEERING PRIOR TO INSTALLATION. 9. CONTRACTOR TO EXPOSE AND LOCATE ALL EXISTING STORM SERVICES ON PROPERTIES FRONTING PROPOSED STORM SEWERS. CONTRACTOR TO EXPOSE AND LOCATE ALL EXISTING STORM SERVICES ON PROPERTIES FRONTING PROPOSED STORM SEWERS. 10. ALL NEW CATCH BASINS TO COME WITH 150 PVC LEADS AT MIN. 2.0% GRADE. ALL NEW CATCH BASINS TO COME WITH 150 PVC LEADS AT MIN. 2.0% GRADE.11. WATER ENTERING THE EXCAVATION SHALL BE PUMPED TO MAINTAIN DRY CONDITIONS DURING CONSTRUCTION OF STORM SEWER. WATER ENTERING THE EXCAVATION SHALL BE PUMPED TO MAINTAIN DRY CONDITIONS DURING CONSTRUCTION OF STORM SEWER. 12. TRENCH SUBGRADE SHALL BE PROTECTED WITH PIPE BEDDING MATERIAL AFTER REVIEW AND PRIOR TO WORK ENTRY. THE BASE OF THE TRENCH SUBGRADE SHALL BE PROTECTED WITH PIPE BEDDING MATERIAL AFTER REVIEW AND PRIOR TO WORK ENTRY. THE BASE OF THE TRENCH SHOULD BE EXCAVATED TO A DEPTH OF ONE PIPE DIAMETER BELOW PROPOSED SEWER INVERT..

AutoCAD SHX TextREMOVE EXISTING HEADWALL AND DISPOSE OFFSITE. CAP EXISTING 200 PVC STORM

AutoCAD SHX TextTIE INTO EXISTING MANHOLE AT SAME INVERT AS SHOWN

AutoCAD SHX TextRECONNECT EXISTING LAWN BASIN LEAD TO NEW STORM SEWER

AutoCAD SHX TextREMOVE EXISTING STORM AND REPLACE WITH 600 HDPE ATNEW GRADE

AutoCAD SHX TextREMOVE EXISTING CULVERTS (TYPx5) AND HEADWALLS (TYPx10) AND DISPOSE OFFSITE

AutoCAD SHX TextREMOVE EXISTING 1050 MANHOLE AND REPLACE WITH1200 WEHOLITE TYPE A OR APPROVED ALTERNATECONFIRM SIZE, INVERT AND MATERIAL OF EXISTING STORM SEWER. TIE IN WITH FLEXIBLE CONNECTION AS PER MANUFACTURERS RECOMMENDATIONS.

AutoCAD SHX TextPROPOSED 12.9m - 525 HDPESTORM MAIN @ 1.80%

AutoCAD SHX TextUTILITY TRENCH BEDDING AND BACKFILL AS PER RECOMMENDATIONS BY GEOWEST ENGINEERING. BASE OF TRENCH TO BE EXCAVATED TO DEPTH OF ONE PIPE DIAMETER BELOW INVERT (TYP)


AutoCAD SHX TextPROPOSED PAVEMENT CROWN

AutoCAD SHX Text150 STORM CONN @ 2.0%c/w I.C AT P.L. (TYPICAL) AS PER MMCD STD DWG S7 & S8

AutoCAD SHX TextPROPOSED LAWN BASIN AS PER MMCD STD DWG S12 TYPE 1 (TYPICAL)

AutoCAD SHX TextTIE INTO EXISTING WEHOLITE MANHOLE PREFABRICATED CONNECTION.

AutoCAD SHX TextFORTIS BC NOTES 1. INTERMEDIATE PRESSURE GAS MAIN IS LOCATED WITHIN 2m OF PROPOSED WORKS. PERMIT INTERMEDIATE PRESSURE GAS MAIN IS LOCATED WITHIN 2m OF PROPOSED WORKS. PERMIT REQUIRED PRIOR TO PROCEEDING WITH WORK. PERMIT HAS BEEN INITIATED BY CITY OF NEW WESTMINSTER. 2. CONTACT FORTIS BC INSPECTOR GORD SPELAY (604-328-9203, - 8am-4pm Mon-Fri) TO CONTACT FORTIS BC INSPECTOR GORD SPELAY (604-328-9203, - 8am-4pm Mon-Fri) TO ARRANGE FOR INSPECTION A MINIMUM OF 72 HOURS PRIOR TO PROXIMAL WORKS TO IP GAS. 3. ALL WORKS TO BE IN ACCORDANCE WITH FORTIS BC PERMITS. ALL WORKS TO BE IN ACCORDANCE WITH FORTIS BC PERMITS. 4. CONTRACTOR SHALL OBTAIN A PERMIT FROM FORTIS BC TO PRELOCATE THE IP GAS MAIN. CONTRACTOR SHALL OBTAIN A PERMIT FROM FORTIS BC TO PRELOCATE THE IP GAS MAIN. 5. ACTUAL COVER DEPTH OF IP GAS MAIN TO BE MEASURED AND PROVIDED TO FORTIS BC AS ACTUAL COVER DEPTH OF IP GAS MAIN TO BE MEASURED AND PROVIDED TO FORTIS BC AS A PRE-REQUISITE TO OBTAINING THE FULL PERMIT. 6. INSTALL 3 SETTLEMENT MONITORING GAUGES AS PER DETAIL ON SHEET 08. LOCATIONS TO BE INSTALL 3 SETTLEMENT MONITORING GAUGES AS PER DETAIL ON SHEET 08. LOCATIONS TO BE REVIEWED WITH THE CONTRACTO ADMINISTRATOR. 7. ALLOW FOR A MINIMUM OF 15 WORKING DAYS FOR FORTIS BC TO GRANT A FULL PERMIT.ALLOW FOR A MINIMUM OF 15 WORKING DAYS FOR FORTIS BC TO GRANT A FULL PERMIT.

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Project No.

HYDRO

TELEPHONE

GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =

The City of

New Westminster


Received

Checked

Approved

Date

CITY ENGINEER

Abbotsford

Courtenay

Surrey

THE WEDLER GROUP

1.604.746.0300

1.250.334.3263

1.604.588.1919

www.wedler.com

Chilliwack

1.604.792.0651

METRIC





C



DS18-0271A/-07

1:251:250

2018/11/2007 OF 08

S18-0271A

SR

SB

STORM SEWER - SOUTHWEST SIDE



PHILIPS STREET






AutoCAD SHX Text242

AutoCAD SHX Text238






































AutoCAD SHX TextEXIST. 300%%C STORM

AutoCAD SHX TextEXIST. CULVERT (TYPICAL)

AutoCAD SHX TextEXIST. SOUTH DITCH PROFILE

AutoCAD SHX TextEXIST. ROAD CL PROFILE












AutoCAD SHX TextEX. TELUS DUCTS


AutoCAD SHX TextEXISTING ROAD CL ELEVATION (m)


AutoCAD SHX TextPROPOSED STORM


AutoCAD SHX TextBOUNDARY RD

AutoCAD SHX TextCANIL AVE

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text0

AutoCAD SHX Text-1

AutoCAD SHX Text-2

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text0

AutoCAD SHX Text-1

AutoCAD SHX Text-2

AutoCAD SHX TextREMOVE EXISTING CULVERTS (TYPx5) AND HEADWALLS (TYPx11) AND DISPOSE OFFSITE

AutoCAD SHX TextPROPOSED 12.9m - 525 HDPESTORM MAIN @ 1.80%

AutoCAD SHX TextUTILITY TRENCH BEDDING AND BACKFILL PER DETAIL ON SHEET 08

AutoCAD SHX TextPROPOSED PAVEMENT CROWN

AutoCAD SHX TextNOTES 1. CONTRACTOR TO PRELOCATE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO CONFIRM DESIGN, AND NOTIFY THE CONTRACT CONTRACTOR TO PRELOCATE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION TO CONFIRM DESIGN, AND NOTIFY THE CONTRACT ADMINISTRATOR OF ANY CONFLICTS. ANY DELAYS CAUSED BY UTILITY CONFLICTS NOT PRELOCATED PRIOR TO CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL ENGAGE A QUALIFIED ENVIRONMENTAL PROFESSIONAL FOR CONTAMINATED SOIL MANAGEMENT AS NECESSARY TO THE CONTRACTOR SHALL ENGAGE A QUALIFIED ENVIRONMENTAL PROFESSIONAL FOR CONTAMINATED SOIL MANAGEMENT AS NECESSARY TO PERFORM THE WORK. REFER TO SUBSURFACE INVESTIGATION REPORT GA18-1251-01 BY GEOWEST ENGINEERING, DATED DEC 11, 2018. 3. REFER TO ROADWORKS DRAWINGS FOR ALL INFORMATION REGARDING CATCHBASIN RIM ELEVATIONS, LOCATIONS, AND EXISTING CATCH REFER TO ROADWORKS DRAWINGS FOR ALL INFORMATION REGARDING CATCHBASIN RIM ELEVATIONS, LOCATIONS, AND EXISTING CATCH BASIN REMOVALS 4. ALL STORM MAINS 450Ø OR LARGER TO BE WEHOLITE RSC160 c/w INFILTRATION PORTS OR APPROVED ALTERNATE. ALL STORM MAINS 450Ø OR LARGER TO BE WEHOLITE RSC160 c/w INFILTRATION PORTS OR APPROVED ALTERNATE. 5. SEE TYPICAL SECTIONS AND DETAILS DRAWING FOR ALL STORM DETAILS. SEE TYPICAL SECTIONS AND DETAILS DRAWING FOR ALL STORM DETAILS. 6. REFER TO ELECTRICAL DRAWINGS FOR ALL INFORMATION ON PROPOSED TELUS, SHAW, NEW WESTMINSTER ELECTRICAL AND BC HYDRO REFER TO ELECTRICAL DRAWINGS FOR ALL INFORMATION ON PROPOSED TELUS, SHAW, NEW WESTMINSTER ELECTRICAL AND BC HYDRO 7. CONTRACTOR TO INSTALL STORM SEWER SERVICE CONNECTIONS c/w INSPECTION CHAMBER AS PER MMCD DWG S7, S8 AND CITY OF NEW CONTRACTOR TO INSTALL STORM SEWER SERVICE CONNECTIONS c/w INSPECTION CHAMBER AS PER MMCD DWG S7, S8 AND CITY OF NEW WESTMINSTER DETAIL SDS-3. 8. MANHOLES TO BE WEHOLITE TYPE A OR APPROVED ALTERNATE WITH 500mm SUMP AND LADDER RUNGS. CONTRACTOR TO PROVIDE SHOP MANHOLES TO BE WEHOLITE TYPE A OR APPROVED ALTERNATE WITH 500mm SUMP AND LADDER RUNGS. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO WEDLER ENGINEERING PRIOR TO INSTALLATION. 9. CONTRACTOR TO EXPOSE AND LOCATE ALL EXISTING STORM SERVICES ON PROPERTIES FRONTING PROPOSED STORM SEWERS. CONTRACTOR TO EXPOSE AND LOCATE ALL EXISTING STORM SERVICES ON PROPERTIES FRONTING PROPOSED STORM SEWERS. 10. ALL NEW CATCH BASINS TO COME WITH 150 PVC LEADS AT MIN. 2.0% GRADE. ALL NEW CATCH BASINS TO COME WITH 150 PVC LEADS AT MIN. 2.0% GRADE.11. WATER ENTERING THE EXCAVATION SHALL BE PUMPED TO MAINTAIN DRY CONDITIONS DURING CONSTRUCTION OF STORM SEWER. WATER ENTERING THE EXCAVATION SHALL BE PUMPED TO MAINTAIN DRY CONDITIONS DURING CONSTRUCTION OF STORM SEWER. 12. TRENCH SUBGRADE SHALL BE PROTECTED WITH PIPE BEDDING MATERIAL AFTER REVIEW AND PRIOR TO WORK ENTRY. THE BASE OF THE TRENCH SUBGRADE SHALL BE PROTECTED WITH PIPE BEDDING MATERIAL AFTER REVIEW AND PRIOR TO WORK ENTRY. THE BASE OF THE TRENCH SHOULD BE EXCAVATED TO A DEPTH OF ONE PIPE DIAMETER BELOW PROPOSED SEWER INVERT..

AutoCAD SHX TextPROPOSED LAWN BASIN AS PER MMCD STD DWG S12 TYPE 1 (TYPICAL)

AutoCAD SHX TextREMOVE EXISTING HEADWALL AND REPLACE WITH 1050 WEHOLITE TYPE A OR APPROVED ALTERNATE CONFIRM SIZE, INVERT AND MATERIAL OF EXISTING STORM SEWER. TIE IN WITH FLEXIBLE CONNECTION AS PER MANUFACTURERS RECOMMENDATIONS.

AutoCAD SHX TextTIE PROPOSED CATCH BASIN INTO EXISTING LEAD. CAP EXISTING LEAD AS SHOWN.

AutoCAD SHX Text150 STORM CONN @ 2.0%c/w I.C AT P.L. (TYPICAL) AS PER MMCD STD DWG S7 & S8

AutoCAD SHX TextFORTIS BC NOTES 1. INTERMEDIATE PRESSURE GAS MAIN IS LOCATED WITHIN 2m OF PROPOSED INTERMEDIATE PRESSURE GAS MAIN IS LOCATED WITHIN 2m OF PROPOSED WORKS. PERMIT REQUIRED PRIOR TO PROCEEDING WITH WORK. PERMIT HAS BEEN INITIATED BY CITY OF NEW WESTMINSTER. 2. CONTACT FORTIS BC INSPECTOR GORD SPELAY (604-328-9203, - 8am-4pm CONTACT FORTIS BC INSPECTOR GORD SPELAY (604-328-9203, - 8am-4pm Mon-Fri) TO ARRANGE FOR INSPECTION A MINIMUM OF 72 HOURS PRIOR TO PROXIMAL WORKS TO IP GAS. 3. ALL WORKS TO BE IN ACCORDANCE WITH FORTIS BC PERMITS. ALL WORKS TO BE IN ACCORDANCE WITH FORTIS BC PERMITS. 4. CONTRACTOR SHALL OBTAIN A PERMIT FROM FORTIS BC TO PRELOCATE THE IP CONTRACTOR SHALL OBTAIN A PERMIT FROM FORTIS BC TO PRELOCATE THE IP GAS MAIN. 5. ACTUAL COVER DEPTH OF IP GAS MAIN TO BE MEASURED AND PROVIDED TO ACTUAL COVER DEPTH OF IP GAS MAIN TO BE MEASURED AND PROVIDED TO FORTIS BC AS A PRE-REQUISITE TO OBTAINING THE FULL PERMIT. 6. INSTALL 3 SETTLEMENT MONITORING GAUGES AS PER DETAIL ON SHEET 08. INSTALL 3 SETTLEMENT MONITORING GAUGES AS PER DETAIL ON SHEET 08. LOCATIONS TO BE REVIEWED WITH THE CONTRACTO ADMINISTRATOR. 7. ALLOW FOR A MINIMUM OF 15 WORKING DAYS FOR FORTIS BC TO GRANT A FULL ALLOW FOR A MINIMUM OF 15 WORKING DAYS FOR FORTIS BC TO GRANT A FULL PERMIT.

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Project No.

HYDRO

TELEPHONE

GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =

The City of

New Westminster


Received

Checked

Approved

Date

CITY ENGINEER

Abbotsford

Courtenay

Surrey

THE WEDLER GROUP

1.604.746.0300

1.250.334.3263

1.604.588.1919

www.wedler.com

Chilliwack

1.604.792.0651

METRIC





C



DS18-0271A/-08

-AS NOTED

2018/11/2008 OF 08

S18-0271A

SR

SB

DETAILS



PHILIPS STREET




AutoCAD SHX Text N.T.S.

AutoCAD SHX TextWEHOLITE MANHOLE (DIAMETERS VARY)

AutoCAD SHX TextWEHOLITE HDPE MANHOLE TYPICAL BASE SECTION

AutoCAD SHX TextBASE PLATE

AutoCAD SHX Text500mm - 19mm CLEAR CRUSHED GRAVEL WRAPPED IN NON-WOVEN GEOTEXTILE (GEOTEX 351 OR APPROVED ALTERNATE)

AutoCAD SHX TextTOTAL EXCAVATION LIMITS TO BE DETERMINED BY FIELD REPRESENTATIVE

AutoCAD SHX TextCURB RETURN 1 RAD 7.00m LEN 3.529m


AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text4




AutoCAD SHX Text5


AutoCAD SHX Text%%UCURB RETURN (1,2,3,4) DETAIL


AutoCAD SHX Text%%UCURB RETURN (5) DETAIL



AutoCAD SHX TextMAX. D + 1000

AutoCAD SHX TextPAVED SURFACE

AutoCAD SHX TextBASE COURSE

AutoCAD SHX TextSUB-BASE COURSE

AutoCAD SHX TextMAX. D + 600

AutoCAD SHX TextMIN. D + 450

AutoCAD SHX TextVARIES

AutoCAD SHX Text700

AutoCAD SHX Text230

AutoCAD SHX Text80mm


AutoCAD SHX Text%%UUTILITY TRENCH DETAIL

AutoCAD SHX TextN.T.S.

AutoCAD SHX TextD = OUTSIDE DIAMETER OF

AutoCAD SHX TextPIPE BELL AT ITS LARGEST

AutoCAD SHX TextSECTION (IN MILLIMETRES)

AutoCAD SHX TextNEW ASPHALT

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextTRAVELLED SURFACES ROAD, LANE, WALKWAY

AutoCAD SHX TextNON-TRAVELLED SURFACES BOULEVARD (TYP)

AutoCAD SHX Text300

AutoCAD SHX TextTOPSOIL AND SOD

AutoCAD SHX TextIMPORTED LIGHTWEIGHT FILL MAXIMUM SATURATED UNIT WEIGHT 12 kN/m 3COMPACTION WITH LIGHTWEIGHT EQUIPMENT REQUIRED METHODOLOGY TO BE APPROVED BY GEOWEST ENGINEERING

AutoCAD SHX TextVARIES

AutoCAD SHX TextNON-WOVEN GEOTEXTILE GEOTEX 351 OR APPROVED ALTERNATE

AutoCAD SHX TextAPPROVED SUBGRADE

AutoCAD SHX Text75mm MINUS IMPORTED GRANULAR FILL (IF REQUIRED) DEPTH AS SPECIFIED BY GEOWEST ENGINEERING

AutoCAD SHX TextNOTE: UTILITY TRENCH AND ROAD STRUCTURE AS PER GEOTECHNICAL REPORT BY GEOWEST ENGINEERING, FILE No. GA18-1251-00, DATED OCT 18, 2018

AutoCAD SHX TextWEHOLITE MANHOLE (DIAMETERS VARY)

AutoCAD SHX TextBASE PLATE

AutoCAD SHX TextINLET/OUTLET PIPE


AutoCAD SHX TextWEHOLITE MANHOLE INFILTRATION PORTS TYPICAL DETAIL


AutoCAD SHX TextWEHOLITE PIPE INFILTRATION PORTS TYPICAL DETAIL

AutoCAD SHX TextON EACH WEHOLITE MANHOLE INSTALL 150mm ELECTROFUSION TEE c/w 150 SDR 28 PVC PERFORATED PIPE.COMPLETE ASSEMBLY TO BE WRAPPED IN NON-WOVEN GEOTEXTILE

AutoCAD SHX TextAT MAX. 50m SPACING INSTALL 150mm ELECTROFUSION TEE c/w 150 SDR 28 PVC PERFORATED PIPE.COMPLETE ASSEMBLY TO BE WRAPPED IN NON-WOVEN GEOTEXTILE

AutoCAD SHX TextEXCAVATE TO EXISTING GAS LINE AND INSTALL SETTLEMENT GAUGE AS SHOWN


AutoCAD SHX TextSETTLEMENT GAUGE DETAIL

AutoCAD SHX TextEXISTING UTILITY SERVICE

AutoCAD SHX TextPVC PIPE SADDLE OR EQUIVALENT

AutoCAD SHX TextFLANGE FOR 38mm PIPE WITH 4-10mm BOLTS OR EQUIVALENT

AutoCAD SHX Text38mm SCH 40 STEEL PIPE LENGTH VARIES

AutoCAD SHX TextEXISTING GRADE

AutoCAD SHX Text0.3m TYP.

AutoCAD SHX TextSETTLEMENT GAUGE NOTES: 1.0 WORK INCLUDED WORK INCLUDED THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR. MATERIALS AND EQUIPMENT TO CARRY OUT THE WORK, INCLUDING: a) NECESSARY STEPS REQUIRED TO PROTECT INSTRUMENTATION AND APPURTENANCES FROM DAMAGE AND DISTURBANCE DUE NECESSARY STEPS REQUIRED TO PROTECT INSTRUMENTATION AND APPURTENANCES FROM DAMAGE AND DISTURBANCE DUE APPURTENANCES FROM DAMAGE AND DISTURBANCE DUE TO ANY CAUSES, INCLUDING ON-SITE OPERATIONS, VANDALISM AND WEATHER. b) REPAIR OR REPLACE ANY INSTRUMENTS THAT ARE DAMAGED OR DISTURBED AS A RESULT OF THE CONTRACTOR'S REPAIR OR REPLACE ANY INSTRUMENTS THAT ARE DAMAGED OR DISTURBED AS A RESULT OF THE CONTRACTOR'S OPERATIONS OR FAILURE TO PROVIDE ADEQUATE PROTECTION. c) CO-OPERATE FULLY WITH THE ENGINEER AND FORTIS BC, AND PROVIDE ALL REASONABLE ASSISTANCE AS NECESSARY FOR CO-OPERATE FULLY WITH THE ENGINEER AND FORTIS BC, AND PROVIDE ALL REASONABLE ASSISTANCE AS NECESSARY FOR REASONABLE ASSISTANCE AS NECESSARY FOR INSTRUMENT READINGS AND MEASUREMENTS. d) OBTAIN SETTLEMENT GAUGE READINGS AND LEVELS AT INTERVALS SPECIFIED BELOW. OBTAIN SETTLEMENT GAUGE READINGS AND LEVELS AT INTERVALS SPECIFIED BELOW. 2.0 EXECUTION EXECUTION a) GAUGES TO BE INSTALLED AT TIME OF GAS MAIN HYDROVAC FOR LOCATION. GAUGES TO BE INSTALLED AT TIME OF GAS MAIN HYDROVAC FOR LOCATION. b) PLACE 3 (THREE) SETTLEMENT GAUGES ON GAS MAIN AT 50m INTERVALS. PLACE 3 (THREE) SETTLEMENT GAUGES ON GAS MAIN AT 50m INTERVALS. c) SETTLEMENT GAUGE READINGS SHOULD BE OBTAINED INITIALLY AT THE TIME THE GAUGES ARE INSTALLED, AND AT DAYS 7 SETTLEMENT GAUGE READINGS SHOULD BE OBTAINED INITIALLY AT THE TIME THE GAUGES ARE INSTALLED, AND AT DAYS 7 & 14 FOLLOWING INSTALLATION. SETTLEMENT GAUGES ARE TYPICALLY SURVEYED ONCE EVERY TWO WEEKS AFTER THE INITIAL MONITORING PERIOD. SURVEY FOR GAUGE MONITORING SHOULD BE CARRIED OUT USING A CLOSED LOOP LEVEL ROD SURVEY TO AN ACCURACY OF±2mm. RESULTS TO BE PROVIDED TO CONTRACT ADMINISTRATOR AS THEY ARE OBTAINED.d) GAUGES TO BE REMOVED AT TIME OF CURB INSTALLATION. CURB ELEVATIONS AT GAUGE LOCATIONS TO BE MONITORED GAUGES TO BE REMOVED AT TIME OF CURB INSTALLATION. CURB ELEVATIONS AT GAUGE LOCATIONS TO BE MONITORED EVERY TWO WEEKS UNTIL SUBSTANTIAL COMPLETION IS ACHIEVED.

6337-18-01 of 01

ROB FRASER

KAREN BELL

DANIEL J. WONG

DECEMBER 10, 2018

AS SHOWN

11 of 1

#202 - 10216 - 128 Street, Surrey BC V3T 2Z3 604-588-1919

Wedler Engineering Ltd.

CHK'DDATE REVISIONBYNo.

CANCEL PRINTS BEARING PREVIOUS LETTER

DM

D (2010)

PROJECT No.

DESIGNED

DRAWN

CHECKED

DATE

SCALE:

SEAL

REVISIONSHEET No.

DMD & Associates Ltd.

#12-17358 104A Avenue

Surrey, BC, Canada V4N 5M3

www.dmdeng.com

[email protected]

604/589-9010

Fax 604/589-9012

E.O.R.

KB2019-01-16 ISSUED FOR REVIEWSM.

NOT FOR CONSTRUCTION

2019-01-25

CONTRACTOR SHALL CONFIRM ON SITE PRIOR TO CONSTRUCTION

THAT POLES & EQUIPMENT WILL MEET WorkSafeBC CLEARANCE

REQUIREMENTS FOR OVERHEAD PRIMARY AND SECONDARY LINES.

CONTRACTOR TO REPORT ANY CONFLICTS OR DISCREPANCIES

TO DMD & ASSOCIATES LTD. PRIOR TO ORDERING POLES

AND INSTALLING CONCRETE BASES.

CHECK BEFORE YOU DIG

OVERHEAD POWER LINE CONFLICTS

CONTRACTOR SHALL REFER TO MUNICIPAL RECORD / CIVIL DESIGN

DRAWINGS FOR ALL OTHER UTILITIES, SERVICE LOCATIONS, AND

DETAILS. THE EXACT LOCATION OF THESE UTILITIES SHALL BE

DETERMINED ON SITE BY THE CONTRACTOR.

CONTRACTOR TO REPORT ANY CONFLICTS OR DISCREPANCIES

TO DMD & ASSOCIATES LTD. PRIOR TO ORDERING BASES.

LOCATING EQUIPMENT

FOR CLARITY CONDUITS, JUNCTION BOXES AND STREETLIGHT POLES

MAY NOT BE SHOWN AT DESIGN OFFSETS. CONTRACTOR SHALL

LOCATE ALL EQUIPMENT BASED ON STATIONS AND/OR OFFSETS AS

NOTED AND SHALL NOT RELY ON COORDINATES OBTAINED FROM

DMD DIGITAL DRAWINGS. CONTRACTOR TO REPORT ANY CONFLICTS

OR DISCREPANCIES TO DMD & ASSOCIATES LTD. PRIOR TO ORDERING

EQUIPMENT.

ANY UNDERGROUND EXCAVATION WITHIN SOIL FOUNDATION

INTERACTION AREA REQUIRES TEMPORARY UTILITY POLE

SUPPORT. REFER TO ES55 E3-04 GUIDE FOR CIVIL EXCAVATION

NEAR DISTRIBUTION POLES FOR DETAILS. REFER TO BC HYDRO

WORK ON WOOD POLES MANUAL (ON SAFEHUB) AND BC HYDRO

2017-1-F POLE HOLDING REQUIREMENTS FOR APPROVED

TEMPORARY POLE SUPPORT METHODS. FOR MORE INFOR

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