the corporation of the city of new westminster€¦ · the contractor shall coordinate with the...

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 TextTENTH STREET


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(PROVISIONAL)










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


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 =



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


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 TextBOULDER

AutoCAD SHX TextBOULDERS


AutoCAD SHX TextCONC

AutoCAD SHX TextCONC

AutoCAD SHX TextCONCRETE PLANTER

AutoCAD SHX TextVAULT



AutoCAD SHX TextSPEED BUMP




AutoCAD SHX TextTILE ART



AutoCAD SHX TextBUILDING LEAN (TYP.)

AutoCAD SHX TextMON.

AutoCAD SHX TextM

AutoCAD SHX TextNW ELECT.







AutoCAD SHX TextFBR OPTC

AutoCAD SHX Text1008






AutoCAD SHX Text913

AutoCAD SHX Text923







AutoCAD SHX Text918







AutoCAD SHX Text915








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 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 TextTENTH ST

AutoCAD SHX TextTENTH AVE.


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


ELEV. = 96.008m


and

ELEV. = 82.194.m




Project

Rev.Drawing No.

DateSheet

Scale

City Project No.

Checked

Drawn

Designed


Checked

Project No.

HYDRO

TELEPHONE

GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =




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


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



DUBLIN STREET

STORM SEWER

04

1:500 1:100

04

’

’

’ ’

NOTE:



AutoCAD SHX Text33 GAS (DEAD)

AutoCAD SHX Text1-100 TEL

AutoCAD SHX TextSB

AutoCAD SHX TextSB


AutoCAD SHX TextU/C


























AutoCAD SHX Text903









AutoCAD SHX Text901







AutoCAD SHX Text905








AutoCAD SHX Text906








AutoCAD SHX Text841




AutoCAD SHX TextNE. TWELFTH ST.

AutoCAD SHX TextEX. 250 VIT CMB CROSSINGINV. APPROXIMATE







AutoCAD SHX TextEX. TEL.CROSSING INV. UNKNOWN

AutoCAD SHX TextDUBLIN STREET






AutoCAD SHX TextTIE-IN TO EX. MH AND RE-BENCH AS NECESSARY















AutoCAD SHX TextNTS





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 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 TextREMOVE EXISTING SPEED HUMP AND SIGNAGE. MILL AND REPAVE WITH UC#2 TO MATCH SURROUNDING GRADES (TYP)


ELEV. = 96.008m


and

ELEV. = 82.194.m




Project

Rev.Drawing No.

DateSheet

Scale

City Project No.

Checked

Drawn

Designed


Checked

Project No.

HYDRO

TELEPHONE

GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =




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


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



EDINBURGH STREET

STORM SEWER

05

1:500 1:100

05

’

’

’ ’

NOTE:

AutoCAD SHX TextSB



AutoCAD SHX TextSB

AutoCAD SHX TextBUILDING LEAN








AutoCAD SHX Text89H6121





AutoCAD SHX TextPARKING METER





AutoCAD SHX TextSB






AutoCAD SHX TextOPTC



AutoCAD SHX TextFBR







AutoCAD SHX Text817









AutoCAD SHX Text812








AutoCAD SHX Text829












AutoCAD SHX TextNE. TWELFTH ST.








AutoCAD SHX TextEX. 250 HDPE CMB CROSSINGINV. APPROXIMATE


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 TextEDINBURGH STREET


AutoCAD SHX TextTIE-IN TO EXISTING MANHOLE. AND RE-BENCH AS NECESSARY

















AutoCAD SHX TextTIE INTO EX. MH 6819. RE-BENCH AS NECESSARY




AutoCAD SHX TextNTS





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 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.


ELEV. = 96.008m


and

ELEV. = 82.194.m




Project

Rev.Drawing No.

DateSheet

Scale

City Project No.

Checked

Drawn

Designed


Checked

Project No.

HYDRO

TELEPHONE

GAS

PROPERTY LINES

WATERMAIN



LAND DRAINAGE SEWER

WASTEWATER SEWER

H = V =




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


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



DETAILS

10

SHOWN N/A

10

AutoCAD SHX TextCURB RETURN 4 RAD 5.50m LEN 8.632m

AutoCAD SHX TextSCALE 1:250


























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 TextTENTH 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




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

the corporation of the city of new westminster€¦ · the contractor shall coordinate with the...

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