W 27th AVEW 28th AVECAMBIE ST YUKON ST W … 2017.01.pdf · kos. jw. design: drawn: checked:...

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CoreConceptCONSULTING LTD.

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#220-2639 Viking Way, Richmond, BC, V6V 3B7

telfax

www.coreconceptconsulting.com

: 604.249.5040: 604.249.5041

DRAWING SHEETS

1 - COVER

2 - KEY SERVICING PLAN (DWG 1 OF 3)

3 - LANE ROADWORKS (DWG 2 OF 3)

4 - ORNAMENTAL STREET LIGHTING PLAN (DWG 3 OF 3)

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02 APR 2015

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PRELIMINARY SERVICING CONCEPT PLAN

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1.

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27 APR 2015

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SERVICE CONNECTION LOCATIONS

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2.

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23 JUN 2015

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ISSUED FOR BUDGETING PURPOSES

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3.

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08 APR 2016

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REVISED SERVICE CONNECTIONS AND OSL DESIGN

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13 APR 2016

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REVISED OSL DESIGN

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20 DEC 2016

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ADDED PLAN & PROFILE FOR ROADWORKS

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06 JAN 2017

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ISSUED FOR CONSTRUCTION

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DESIGN:

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SEC. No.:

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MAR 2014

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1 OF 1

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DATE:

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SHT No.:

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4412-4488 CAMBIE STREET, VANCOUVER

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4.

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GENERAL NOTES:

STREET TREES NOTES:

ENVIRONMENTAL NOTES:

ATTENTION:·

·

·

CoreConceptCONSULTING LTD.

C C


telfax


: 604.249.5040: 604.249.5041

Core Concept Consulting Project No.

DWG. 1 OF 3

CITY FILE :

13101

DAVA DEVELOPMENTS

KEY SERVICING PLAN

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#4488

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#4462

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#4438

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#4412

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#489

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#465

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Existing Building

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Existing Building

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Existing Building

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Existing Building

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Garage

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Garage

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Garage

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Garage

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EX. 300 DI WATER

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14.55m-EX. 300 PVC 0.89%

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10.97m-EX. 200 VC COMBINED

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100.09m-EX. 250 VC COMBINED 1.01%

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bus stop

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1.2

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1.2

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1.2

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45.74

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45.96

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79.59

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70.36

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1.5

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1.5

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1.5

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5.30

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5.30

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5.30

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1.50

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1.50

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1.50

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0.50

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0.50

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0.50

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10.3

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11.70

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11.70

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EX. SEWER MH RIM = 84.15 INV.(N) = 80.68 INV.(W) = 80.81

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EX. SEWER MH RIM = 84.05 INV.(E) = 81.34 INV.(W) = 81.37

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EX. SEWER MH INV.(S) = 81.54 INV.(E) = 81.50 INV.(W) = 81.51

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EX. SEWER MH RIM = 82.03 INV.(S) = 79.73 INV.(E) = 79.67

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EX. SEWER MH RIM = 81.51 INV. = 78.53

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EX. CB RIM = 79.82

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EX. CB RIM = 79.93

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EX. CB RIM = 83.67

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EX. CB RIM = 80.78

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10.00

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10.00

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10.00

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65.53m-EX. 250 VC 0.98%

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52.71m-EX. 375 VC 1.80%

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30.16m-EX. 200 VC 2.55%

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154.16m-EX. 450 VC 0.61%

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154.52m-EX. 250 VC 1.45%

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EX. WALL

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EX. WALL

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EX. WALL

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EX. CB RIM = 80.77

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CITY TO INSTALL PROPOSED 250 STORM SERVICE CONNECTION AT DEVELOPER'S COST. INV AT : 80.57

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CITY TO INSTALL PROPOSED 250 SANITARY SERVICE CONNECTION AT DEVELOPER'S COST. INV AT : 80.57

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CITY TO INSTALL PEDESTRIAN STREETLIGHT AT DEVELOPER'S COST. (TYPICAL OF 2) REFER TO OSL DRAWING FOR DETAILS.

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CAP AND REMOVE EXISTING CB'S

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CONTRACTOR TO COORDINATE WITH FORTIS BC TO ABANDON EX. GAS SERVICES AS REQUIRED

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CONTRACTOR TO VERIFY LOCATION OF STORM AND SANITARY LOCATION AND NOTIFY PROJECT ENGINEER AND CITY OF VANCOUVER ENGINEERING DEPT.

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10.90

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10.90

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CITY TO INSTALL PROPOSED 200 COMBINED WATER SERVICE CONNECTION C/W 200 GATEVALVES AT DEVELOPER'S COST. INV AT : 82.7±

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CITY TO CAP AND ABANDON EXISTING SERVICE CONNECTIONS (MARKED BY ) AT DEVELOPER'S COST. (TYP. FOR 4) - WATER CONN. (TYP. FOR 2) - COMBINED CONN. (TYP. FOR 1) - STORM CONN. (TYP. FOR 1) - SANITARY CONN.

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CITY TO INSTALL PROPOSED 200 COMBINED WATER SERVICE CONNECTION C/W 200 GATEVALVES AT DEVELOPER'S COST. INV AT : 82.7±

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CITY TO INSTALL 300 GATEVALVE AT LOCATION SHOWN

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PR. 5mX5m BC HYDRO SROW.

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CONSTRUCT 2.1m CONCRETE SIDEWALK AS PER CITY OF VANCOUVER STD. DWG. MF137-F-4 C/W SAWCUT JOINTS.

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1. ALL CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS ALL CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS FROM THE CITY OF VANCOUVER STREETS RESTORATION MANUAL (SRM) REVISED AUGUST 2008, AND THE APPLICABLE MASTER MUNICIPAL CONSTRUCTION DOCUMENT (MMCD) SPECIFICATIONS UNLESS OTHERWISE NOTED. 2.CONTACT BC 1 CALL (604-257-1900) TO OBTAIN UTILITY LOCATION CONTACT BC 1 CALL (604-257-1900) TO OBTAIN UTILITY LOCATION INFORMATION 1-2 WEEKS PRIOR TO CONSTRUCTION. 3.MAINTAIN ON-SITE COPIES OF THE MOST CURRENT SET OF DESIGN MAINTAIN ON-SITE COPIES OF THE MOST CURRENT SET OF DESIGN DRAWINGS AT ALL TIMES MARK UP IN RED ANY FIELD REVISIONS OR APPROVED DEVIATIONS FROM THE DESIGN. COPIES OF THE MARKED UP DRAWINGS TO BE SUBMITTED TO THE ENGINEER PRIOR TO COMPLETION OF CONSTRUCTION. 4.EXISTING UTILITIES ARE SHOWN BASED ON AVAILABLE AS-CONSTRUCTED EXISTING UTILITIES ARE SHOWN BASED ON AVAILABLE AS-CONSTRUCTED RECORD DRAWINGS. FIELD VERIFY AND EXPOSE THE LOCATION OF ALL EXISTING SERVICES PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES, CONFLICTS OR OMISSIONS. 5.DIMENSIONS, GRADES, COORDINATES, AND DETAILS OF THE DESIGN ARE TO DIMENSIONS, GRADES, COORDINATES, AND DETAILS OF THE DESIGN ARE TO BE COMFIRMED IN THE FIELD PRIOR TO CONSTRUCTION. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES, CONFLICTS OR OMISSIONS. 6.OBTAIN ALL PERMITS AND LICENSES PRIOR TO CONSTRUCTION AND ENSURE OBTAIN ALL PERMITS AND LICENSES PRIOR TO CONSTRUCTION AND ENSURE THAT ALL APPROVALS REQUIRED FOR THE WORK HAVE BEEN OBTAINED. 7.USE EXTREME CARE WHEN WORKING NEAR EXISTING SERVICES AND USE EXTREME CARE WHEN WORKING NEAR EXISTING SERVICES AND INFRASTRUCTURE. ALL SERVICES AND INFRASTRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED THE ORIGINAL OR BETTER CONDITION AND TO THE SATISFACTION OF THE ENGINEER. 8.FOR ANY QUESTIONS, PROPOSED CHANGES, OR CONSTRUCTION ISSUES FOR ANY QUESTIONS, PROPOSED CHANGES, OR CONSTRUCTION ISSUES CONTACT MARSHALL SMITH AT 604-873-7995. 9.FOR REMOVAL OF STREET FURNITURE, CONTACT STREET ACTIVITIES ENGINEER FOR REMOVAL OF STREET FURNITURE, CONTACT STREET ACTIVITIES ENGINEER JENNIFFER SHEEL AT 604-871-6185 A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION. 10.ALL SURVEY MONUMENTS, POSTS, OR IRON PINS MUST BE PROTECTED AND ALL SURVEY MONUMENTS, POSTS, OR IRON PINS MUST BE PROTECTED AND ANY DAMAGE SHALL BE REPAIRED PRIOR TO COMPLETION OF CONSTRUCTION.

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1. ALL TREE INSTALLATIONS TO BE COMPLETED IN ACCORDANCE WITH THE CITY OF ALL TREE INSTALLATIONS TO BE COMPLETED IN ACCORDANCE WITH THE CITY OF VANCOUVER STREET TREE MANUAL (STM) REVISED 2011 UNLESS OTHERWISE NOTED. 2. PRIOR TO CONSTRUCTION, PROTECT ALL EXISTING TREES WITHIN THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION, PROTECT ALL EXISTING TREES WITHIN THE CONSTRUCTION AREA WITH TREE PROTECTION FENCING AS OUTLINED IN THE STM. 3. PERIOR TO CONSTRUCTION, IDENTIFY ANY POTENTIAL TREE IMPACTS AND CONTACT PARKS PERIOR TO CONSTRUCTION, IDENTIFY ANY POTENTIAL TREE IMPACTS AND CONTACT PARKS BOARD ARBORIST CABOT LYFORD AT 604-257-8587 FOR FURTHER DIRECTION. 4. ALL ELECTRICAL CONDUIT TO BE LOCATED AT BACK OF CURB TO ALLOW FOR TREE ALL ELECTRICAL CONDUIT TO BE LOCATED AT BACK OF CURB TO ALLOW FOR TREE PLANTING IN BOULEVARD UNLESS OTHERWISE INSTRUCTED.

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1. ALL WORKS TO BE IN COMPLIANCE WITH CITY OF VANCOUVER, BC MINISTRY OF ALL WORKS TO BE IN COMPLIANCE WITH CITY OF VANCOUVER, BC MINISTRY OF ENVIRONMENT AND FEDERAL FISHERIES REQUIREMENTS. 2.IMMEDIATELY NOTIFY THE ENGINEER OR ANY SUSPECTED ARCHAEOLOGICAL MATERIALS IMMEDIATELY NOTIFY THE ENGINEER OR ANY SUSPECTED ARCHAEOLOGICAL MATERIALS UNCOVERED DURING EXCAVATION. 3.PROVIDE DITCHING, SILT FENCING, CATCHBASIN SEDIMENT TRAPS, AND CONTAINMENT PROVIDE DITCHING, SILT FENCING, CATCHBASIN SEDIMENT TRAPS, AND CONTAINMENT FACILITIES ARE REQUIRED TO PREVENT DISCHARGE OR SEDIMENT FROM WORK AREA. 4.ALL TEMPORARY FILL SLOPES AND STOCK PILES TO BE PROTECTED FROM WEATHER ALL TEMPORARY FILL SLOPES AND STOCK PILES TO BE PROTECTED FROM WEATHER EROSION. 5.ALL EXPOSED SLOPES TO BE PROTECTED FROM WEATHER EROSION AND SEEDED AS ALL EXPOSED SLOPES TO BE PROTECTED FROM WEATHER EROSION AND SEEDED AS SOON AS PRACTICABLE.

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THE CITY OF VANCOUVER ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS OF THE INFORMATION SHOWN. ALL DIMENSIONS SHOWN ON THIS PLAN ARE AS DESIGNED AND NOT AS CONSTRUCTED, AND SHOULD BE FIELD CHECKED BY THE CONTRACTOR PRIOR TO STARTING ANY CONSTRUCTION. ELEVATIONS & COORDINATES SHOWN ON THIS PLAN ARE IN METRES BASED ON GVRD NAD83 DATUM (ISSUED MARCH 31, 2005).

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NOTES:

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REVISIONS

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DWG. No.:

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ELEVATION

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DETAIL DRAWINGS', UNLESS OTHERWISE NOTED.

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ALL ELEVATIONS ARE TO GEODETIC DATUM AND REFER TO CITY OF VANCOUVER MONUMENT NUMBER:

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ALL MATERIALS AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE

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CURRENT 'MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD)' AND

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THE CURRENT CITY OF VANCOUVER 'SUPPLEMENTARY SPECIFICATIONS AND

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13101-1

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%%UFORTIS GAS SERVICES

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TELEPHONE: (604) 257-1900

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THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXISTING LOCATION OF GAS SERVICE LINES, AND WHERE NECESSARY ARRANGE FOR THEIR RELOCATION IN ORDER TO FACILITATE INSTALLATION OF THE WORKS SHOWN ON THESE PLANS. A LIST OF SERVICE LINE LOCATIONS MAY BE OBTAINED FROM:

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FORTIS REQUIRES 10 DAYS NOTICE PRIOR TO THE COMMENCEMENT OF ANY WORK.

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BC ONE CALL SERVICE RECORDS DEPARTMENT

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N

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= 82.766 METRES

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V-2228 SITUATED AT THE INTERSECTION OF CAMBIE STREET AND WEST 29TH AVEMUE.

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ELEVATIONS ARE BASED ON THE GVRD DATUM AND ARE DERIVED FROM CONTROL MONUMENT

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DESIGN:

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DRAWN:

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CHECKED:

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ENGINEER:

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1 : 250

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MAR 2014

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1 OF 1

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JAN 06, 2016

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0.

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02 APR 2015

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1.

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27 APR 2015

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2.

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23 JUN 2015

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3.

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08 APR 2016

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BTR

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4.

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BTR

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13 APR 2016

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REVISED OSL DESIGN

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REVISED OSL DESIGN

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5.

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GG

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JW

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20 DEC 2016

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6.6.

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GG

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06 JAN 2017

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W 29th

A

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W 28th

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LANE

·

·

·

STA. 1+67.12

ROADWORKS:

CoreConcept LANE ROADWORKSCONSULTING LTD.

C C


telfax


: 604.249.5040: 604.249.5041


DWG. 2 OF 3

CITY FILE :

13101

DAVA DEVELOPMENTS

SCALE: 1:100

TYPICAL SECTION - LANE

SCALE: 1:50 HOR., NTS VER.

CROSS SECTION - LANE SPEED BUMP

SCALE: 1:25 HOR., NTS VER.

LONGITUDINAL PROFILE - LANE SPEED BUMP

SCALE: 1:250 HOR., 1:50 VER.

DRIVEWAY RAMP PROFILE (SECTION A-A)

SCALE: 1:250 HOR., 1:50 VER.

ROAD - LANE PROFILE

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#4488

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#4462

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#4412

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Existing Building

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Existing Building

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Existing Building

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Existing Building

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Garage

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Garage

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Garage

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Garage

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EX. WALL

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EX. WALL

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EX. WALL

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A

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A

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1+67.12

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PEDESTRIAN LANE CROSSING AS PER CITY OF VANCOUVER STD. DWG# MF 137-AQ

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EXISTING BC HYDRO POLE TO BE RELOCATED BY BC HYDRO (APPROXIMATE LOCATION).

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CITY TO INSTALL LANE SPEED BUMPS AS PER CITY OF VANCOUVER DWG# - YF301 AT DEVELOPER'S COST. (TYP. OF 2).

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EX. WALL AND EX. FENCE TO BE PROTECTED DURING CONSTRUCTION. SHOULD THEY BE DAMAGED DURING CONSTRUCTION CONTRACTOR TO RESTORE THEM TO EXISTING OR BETTER CONDITIONS (TYP.).

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80.63

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80.52

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MEET

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84.06

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84.00

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84.02

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82.11

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PEDESTRIAN LANE CROSSING AS PER CITY OF VANCOUVER STD. DWG# MF 137-AQ

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82.02

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80.73

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1+79.60

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84.02

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83.94

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83.37

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MEET

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MEET

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80.76

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80.86

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80.95

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FULL DEPTH PAVEMENT RECONSTRUCTION OF EXISTING LANE AS PER CITY OF VANCOUVER STD DWG MF137-AX.

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84.20

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MEET

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84.16

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MEET

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SAWCUT EDGE OF ASHPALT TO FORM A CLEAN VERTICAL JOINT. MILL AND OVERLAY ASPHALT TO MATCH EXISTING AS PER MMCD DWG G5

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PROPOSED DRIVEWAY TO U/G PARKING. SEE SECTION A-A DETAIL FOR DRIVEWAY PROFILE.

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83.40

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PR. 5mX5m BC HYDRO SROW.

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82.72

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45.74

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45.96

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79.59

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1.50

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1.50

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1.50

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0.50

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0.50

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0.50

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EX. CB RIM = 80.78

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10.00

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10.00

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10.00

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65.53m-EX. 250 VC 0.98%

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52.71m-EX. 375 VC 1.80%

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30.16m-EX. 200 VC 2.55%

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154.16m-EX. 450 VC 0.61%

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154.52m-EX. 250 VC 1.45%

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J

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J

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EX. CB RIM = 80.77

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1+00

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1+10

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1+20

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1+30

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1+40

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1+50

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1+60

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1+70

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1+80

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MEET

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82.75

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82.31

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MEET

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82.43

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82.87

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82.87

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82.57

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82.57

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82.00

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MEET

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82.11

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81.75

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MEET

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81.84

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81.05

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MEET

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81.10

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81.39

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MEET

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81.48

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82.10

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82.10

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81.80

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81.80

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ADJUST EXISTING MANHOLE RIMS TO SUIT PROPOSED GRADE.

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LANE CURB RAMP AS PER CITY OF VANCOUVER STD DWG# MF 137-L-6 (TYPICAL OF 2).

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MEET

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MEET

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MEET

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MEET

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81.10

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81.48

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81.84

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82.43

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82.84

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83.40

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MEET

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84.16

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84.01

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1+00.0

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84.09

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84.10

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84.17

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80.74

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80.68

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CONSTRUCT 2.1m CONCRETE SIDEWALK AS PER CITY OF VANCOUVER STD. DWG. MF137-F-4 C/W SAWCUT JOINTS.

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6.10

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6.10

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6.10

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EAST

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WEST

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LANE

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3%

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2.9-3.0±

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2.9-3.0±

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2.9-3.0±

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2.9-3.0±

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2.9-3.0±

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2.9-3.0±

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2.9-3.0±

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3%

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EAST

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WEST

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LANE

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81.16

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-5

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0

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5

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-20

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-15

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-10

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10

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WEST

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-25

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EAST

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78.39

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80.65

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-30

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79.00

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80.00

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78.00

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81.00

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82.00

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77.00

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-35

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77.94

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81.11

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83.40

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PROPOSED GRADE AT

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PROPOSED GRADE AT WEST/EAST EDGE OF PAVEMENT

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82.43

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82.04(W)

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81.48

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81.10

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80.76(W)

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82.75(W)

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84.01(W)

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84.00

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PROP. ELEVATIONS AT WEST/EAST EDGE OF PAVEMENT

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EXISTING/PROP. ELEVATIONS AT ROAD CENTER LINE

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STATION

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82.00

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83.37

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82.31

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81.95

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81.75

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81.39

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81.05

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80.73

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82.72

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84.09

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83.00

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SOUTH

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NORTH

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81.00

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80.00

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85.00

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EXISTING GRADE AT ROAD

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84.15

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83.42

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82.79

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82.42

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82.05

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81.74

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81.43

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81.11

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80.78

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80.86(E)

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84.16(E)

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82.06(E)

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7.2%

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2.0%

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2.9%

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3.3%

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82.84(E)

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81.84(W)

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81.84(E)

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86.00

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BVC ELEV: 83.15

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BVC STA: 1+13.01

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EVC ELEV: 82.39

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EVC STA: 1+28.06

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1. ALL MANHOLE COVERS, VALVE COVERS, CATCH BASIN RIMS, AND LIDS OF ANY ALL MANHOLE COVERS, VALVE COVERS, CATCH BASIN RIMS, AND LIDS OF ANY OTHER STRUCTURE OR UTILITY ARE TO BE ADJUSTED TO SUIT FINAL GRADES. . 2.ALL LOOSE AND ORGANIC MATERIALS ARE TO BE EXCAVATED AND REMOVED ALL LOOSE AND ORGANIC MATERIALS ARE TO BE EXCAVATED AND REMOVED FROM ROADWAY AS APPROVED BY THE ENGINEER PRIOR TO PLACING OF ANY ROAD GRAVELS. 3.ALL SUBGRADES TO BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. ALL SUBGRADES TO BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 4.CHANGES IN GRADE TO BE FORMED WITH SMOOTH CURVES. CHANGES IN GRADE TO BE FORMED WITH SMOOTH CURVES. 5.TESTING OF ROAD MATERIALS AND COMPACTION TO BE COMPLETED IN TESTING OF ROAD MATERIALS AND COMPACTION TO BE COMPLETED IN ACCORDANCE WITH THE SRM. 6.CONTACT MARSHALL SMITH AT 604-873-7995 MINIMUM 2 WEEKS IN CONTACT MARSHALL SMITH AT 604-873-7995 MINIMUM 2 WEEKS IN ADVANCE OF ANY SIDEWALK OR MEDIAN CONCRETE WORK TO OBTAIN SIGN POLE SLEEVES/BASES AND CONFIRM LOCATIONS. 7.FOR ALL CURB RAMPS, CONTACT MARSHALL SMITH AT 604-873-7995 TO FOR ALL CURB RAMPS, CONTACT MARSHALL SMITH AT 604-873-7995 TO HAVE CREWS GHOST IN CROSSWALK LOCATIONS. 8.SCORING PATTERNS FOR CURB RAMPS SHALL CONFORM TO CITY STANDARD SCORING PATTERNS FOR CURB RAMPS SHALL CONFORM TO CITY STANDARD DRAWINGS MF 137-L-5 OR MF 137-L-3 AND INDICATE DIRECTION OF TRAVEL IN TO CROSSWALK. 9.INSTALL ALL SIGNAGE, PARKING METER, AND BUS ID SLEEVES AS PER CITY INSTALL ALL SIGNAGE, PARKING METER, AND BUS ID SLEEVES AS PER CITY STANDARD DRAWING MF 137-A0. CONTACT MARSHALL SMITH AT 604-873-7995 TO OBTAIN SIGN PLAN AND LOCATIONS. 10.INFILTRATION BULGES SHALL CONFORM TO CITY STANDARD DRAWINGS INFILTRATION BULGES SHALL CONFORM TO CITY STANDARD DRAWINGS MF-137-AS-1 AND MF-137-AS-2.

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NOTES:

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REVISIONS

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REV'N

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CH.

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DATE

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BY

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DESCRIPTION

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TITLE:

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DWG. No.:

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ELEVATION

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13101-2

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TELEPHONE: (604) 257-1900

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N

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= 82.766 METRES

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GG

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KOS

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JW

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DESIGN:

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DRAWN:

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CHECKED:

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ENGINEER:

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1 : 250

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----

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SCALE:

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SEC. No.:

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MAR 2014

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1 OF 1

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DATE:

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SHT No.:

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JAN 06, 2016

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0.

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02 APR 2015

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PG

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JW

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PG

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1.

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27 APR 2015

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PG

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JW

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2.

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23 JUN 2015

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PG

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JW

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3.

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08 APR 2016

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BTR

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JW

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4.

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BTR

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JW

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13 APR 2016

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REVISED OSL DESIGN

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REVISED OSL DESIGN

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5.

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GG

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JW

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20 DEC 2016

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6.6.

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GG

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JW

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06 JAN 2017

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W 29th AVE

CA

MB

IE

S

TR

EE

T

W 28th AVE

LEGENDSTREET LIGHTING GENERAL NOTES

N.T.S

POLE DETAIL

N.T.S

BASE PLATE DETAIL

N.T.S

CONCRETE BASE DETAIL

CoreConcept ORNAMENTAL STREET LIGHTING PLANCONSULTING LTD.

C C


telfax


: 604.249.5040: 604.249.5041


DWG. 3 OF 3

CITY FILE :

13101

DAVA DEVELOPMENTS

ILLUMINANCE DESIGN CRITERIA FOR SIDEWALKS

ITEM RECOMMENDED VALUES ACHIEVED VALUES

SCALE: N.T.S

TYPICAL CONDUIT TRENCH X-SECTION

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#4488

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#4462

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#4438

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#4412

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#489

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#465

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#468

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#466

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Existing Building

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Existing Building

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Existing Building

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Existing Building

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Garage

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Garage

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Garage

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Garage

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EX. 300 DI WATER

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14.55m-EX. 300 PVC 0.89%

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10.97m-EX. 200 VC COMBINED

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100.09m-EX. 250 VC COMBINED 1.01%

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J

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P

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J

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J

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J

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J

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J

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J

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P

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P

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bus stop

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TR

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TR

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J

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1.2

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1.2

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1.2

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45.74

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45.96

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79.59

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70.36

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1.5

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1.5

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1.5

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5.30

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5.30

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5.30

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1.50

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1.50

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1.50

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0.50

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0.50

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0.50

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10.3

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10.3

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10.3

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11.70

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11.70

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11.70

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EX. SEWER MH RIM = 84.05 INV.(E) = 81.34 INV.(W) = 81.37

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EX. SEWER MH INV.(S) = 81.54 INV.(E) = 81.50 INV.(W) = 81.51

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EX. CB RIM = 79.82

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EX. CB RIM = 79.93

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EX. CB RIM = 83.67

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EX. CB RIM = 80.78

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10.00

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10.00

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10.00

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65.53m-EX. 250 VC 0.98%

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52.71m-EX. 375 VC 1.80%

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30.16m-EX. 200 VC 2.55%

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154.16m-EX. 450 VC 0.61%

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154.52m-EX. 250 VC 1.45%

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J

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J

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EX. WALL

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EX. WALL

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EX. WALL

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EX. CB RIM = 80.77

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P

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10.90

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10.90

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10.90

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J

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REPLACE EXISTING JUNCTION BOX WITH SYNERTECH TYPE 3 JUNCTION BOX AND INTERCEPT EXISTING STREET LIGHTING DUCTS. IF THERE IS ONLY ONE SET OF CONDUCTORS, THEN PULL ANOTHER FROM THE CLOSEST LOCATION WITH TWO SETS OF CONDUCTORS.

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INSTALL NEW CONDUCTORS TO EXISTING STREET LIGHT TO THE WEST.

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0.95

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0.95

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0.95

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ALL CONSTRUCTION MATERIALS AND METHODOLOGY TO BE IN ACCORDANCE WITH THE CITY OF VANCOUVER STANDARDS.

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STUB AND CAP FOR FUTURE

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c.o.

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EXISTING ROADWAY STREET LIGHT

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L

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L

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C.O.

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L

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J

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L

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EXISTING PEDESTRIAN WALKWAY LIGHT

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EXISTING TRAFFIC SIGNALIZATION LIGHT

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EXISTING POWER POLE

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EXISTING JUNCTION BOX

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EXISTING STREET LIGHT CONDUIT WITH PROPOSED GROUND, NEUTRAL, AND ONE CONDUCTOR

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EXISTING STREET LIGHT CONDUIT WITH PROPOSED GROUND, NEUTRAL, AND TWO CONDUCTORS

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PROPOSED 4.34m HIGH PEDESTRIAN WALKWAY LIGHT (AS PER COV. DWG. 61100AK) C/W INVUE MESA LUMINAIRE (MSA-E01-LED-E1-SL2) POWDER COATED COLOR RAL6005.

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PROPOSED 50mm CONDUIT WITH PROPOSED GROUND, NEUTRAL, AND ONE CONDUCTOR

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PROPOSED 50mm CONDUIT WITH FISH LINE ONLY

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PROPOSED JUNCTION BOX

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PROPOSED 50mm CONDUIT WITH PROPOSED GROUND, NEUTRAL, AND TWO CONDUCTORS

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EXISTING TREE

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MINIMUM 600

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MINIMUM 600

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MINIMUM 600

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300

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300

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300

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SURFACE GARADE

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WARNING TAPE

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2-53mm RPVC

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1.ALL LAMP STANDARDS ARE TO BE 4.34m MOUNTING HEIGHT UNLESS OTHERWISE NOTED. ALL LAMP STANDARDS ARE TO BE 4.34m MOUNTING HEIGHT UNLESS OTHERWISE NOTED. 2.ALL DRIVERS TO BE SET TO 120 VOLTS FOR PEDESTRIAN LIGHTS. ALL DRIVERS TO BE SET TO 120 VOLTS FOR PEDESTRIAN LIGHTS. 3.ALL VOLTAGES TO BE CHECKED PRIOR TO CONSTRUCTION. ALL VOLTAGES TO BE CHECKED PRIOR TO CONSTRUCTION. 4.APPROVAL OF PROVINCIAL ELECTRICAL INSPECTOR TO BE OBTAINED PRIOR TO MAKING CONNECTION. APPROVAL OF PROVINCIAL ELECTRICAL INSPECTOR TO BE OBTAINED PRIOR TO MAKING CONNECTION. 5.ALL ELECTRICAL INSTALLATION FOR THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD ALL ELECTRICAL INSTALLATION FOR THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD ELECTRICAL INSTALLATION FOR THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD ELECTRICAL INSTALLATION FOR THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD INSTALLATION FOR THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD INSTALLATION FOR THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD FOR THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD FOR THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD THIS STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD STREET LIGHTING PROJECT SHALL CONFORM TO THE STANDARD LIGHTING PROJECT SHALL CONFORM TO THE STANDARD LIGHTING PROJECT SHALL CONFORM TO THE STANDARD PROJECT SHALL CONFORM TO THE STANDARD PROJECT SHALL CONFORM TO THE STANDARD SHALL CONFORM TO THE STANDARD SHALL CONFORM TO THE STANDARD CONFORM TO THE STANDARD CONFORM TO THE STANDARD TO THE STANDARD TO THE STANDARD THE STANDARD THE STANDARD STANDARD STANDARD SPECIFICATIONS OF THE CITY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY OF THE CITY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY OF THE CITY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY THE CITY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY THE CITY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY CITY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY CITY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY OF VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY VANCOUVER FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY FOR STREET LIGHTING, COAST MOUNTAIN BUS COMPANY STREET LIGHTING, COAST MOUNTAIN BUS COMPANY STREET LIGHTING, COAST MOUNTAIN BUS COMPANY LIGHTING, COAST MOUNTAIN BUS COMPANY LIGHTING, COAST MOUNTAIN BUS COMPANY COAST MOUNTAIN BUS COMPANY COAST MOUNTAIN BUS COMPANY MOUNTAIN BUS COMPANY MOUNTAIN BUS COMPANY BUS COMPANY BUS COMPANY COMPANY COMPANY SPECIFICATIONS FOR TROLLEY POLES AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE FOR TROLLEY POLES AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE FOR TROLLEY POLES AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE TROLLEY POLES AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE TROLLEY POLES AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE POLES AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE POLES AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE AND TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE TROLLEY POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE POLE BASES, THE CANADIAN ELECTRICAL CODE AND THE BASES, THE CANADIAN ELECTRICAL CODE AND THE BASES, THE CANADIAN ELECTRICAL CODE AND THE THE CANADIAN ELECTRICAL CODE AND THE THE CANADIAN ELECTRICAL CODE AND THE CANADIAN ELECTRICAL CODE AND THE CANADIAN ELECTRICAL CODE AND THE ELECTRICAL CODE AND THE ELECTRICAL CODE AND THE CODE AND THE CODE AND THE AND THE AND THE THE THE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (2009 ISSUE). 6. ALL CONDUCTORS SHALL BE STANDED COPPER, RWU90 INSTALLATION IN 50mm RIGID PVC CONDUIT. 7. A TRON HEB AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS A TRON HEB AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS A TRON HEB AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS A TRON HEB AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS TRON HEB AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS TRON HEB AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS HEB AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS HEB AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS AA WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS WEATHER-RESISTANT FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS FUSE HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS HOLDER, C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS C/W A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS A 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS 5A (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS (ST /PED LTG.) AND 2A (RECEPTACLE) BUSS /PED LTG.) AND 2A (RECEPTACLE) BUSS /PED LTG.) AND 2A (RECEPTACLE) BUSS LTG.) AND 2A (RECEPTACLE) BUSS LTG.) AND 2A (RECEPTACLE) BUSS AND 2A (RECEPTACLE) BUSS AND 2A (RECEPTACLE) BUSS 2A (RECEPTACLE) BUSS 2A (RECEPTACLE) BUSS (RECEPTACLE) BUSS (RECEPTACLE) BUSS BUSS BUSS KTK FUSE AND 2 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE FUSE AND 2 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE FUSE AND 2 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE AND 2 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE AND 2 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE 2 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE 2 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE 'L' TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE TYPE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE INSULATING BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE BOOTS, SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE SHALL BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE BE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE INSTALLED IN EACH LUMINAIRE AND RESEPTACLE IN EACH LUMINAIRE AND RESEPTACLE IN EACH LUMINAIRE AND RESEPTACLE EACH LUMINAIRE AND RESEPTACLE EACH LUMINAIRE AND RESEPTACLE LUMINAIRE AND RESEPTACLE LUMINAIRE AND RESEPTACLE AND RESEPTACLE AND RESEPTACLE RESEPTACLE RESEPTACLE LIVE STREETLIGHTING CONDUCTOR IN THE HANDHOLE. 8. ALL POLES SHALL BE BONDED AND GROUNDED. 9. POLES SHALL BE POSITIONED WITH THE HANDHOLE ON THE DOWNSTREAM TRAFFIC SIDE OF POLE (AGAINST TRAFFIC FLOW). 10. ALL CABLES/WIRES SHOULD HAVE 1.0m OF EXTRA LENGTH IN ALL JUNCTION BOXES AND HANDHOLES. 11. CONTRACTOR SHALL APPLY FOR ALL PERMITS, PAY ALL FEES AND OBTAIN CERTIFICATE OF INSPECTION AT THE COMPLETION OF WORK. 12. AT LEAST 2 WEEKS PRIOR TO COMMENCING WORK, CONTRACTOR SHALL SUBMIT 2 SETS OF EQUIPMENT SHOP DRAWINGS TO CONSULTANT AND COV FOR REVIEW AND APPROVAL PRIOR TO ORDERING EQUIPMENT. SHOP DRAWINGS ARE REQUIRED FOR LUMINAIRES, POLES AND POLE BASES. 13. EXACT POSITION AND ELEVATION OF ALL EQUIPMENT SHALL BE LAYED OUT BY THE CONTRACTOR AND REVIEWED BY THE CITY OF VANCOUVER ON-SITE PRIOR TO CONSTRUCTION. 14. ALL LED LIMINAIRES SHALL BE PROVIDED WITH LAMP WATTAGE LABELS (BLACK LETTERING ON WHITE BACKGROUND) TO NEMA STANDARDS. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM THE ADEQUACY OF THE EXISTING STREET LIGHT SERVICE, CONDUIT AND CONDUCTORS AND MAKE ALL NECESSARY REPAIRS TO ADEQUATELY COMPLETE ALL CONNECTIONS INTO THE EXISTING STREET LIGHT SYSTEM. 16. CONDUIT BENDS SHALL BE FACTORY MADE ONLY. 17. CONDUIT ENTERING JB'S SHALL BE VERTICAL ONLY.

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C/W ROUND BASEPLATE COVERS RAL6005

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4"x8" HANDHOLE

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STRAIGHT 4" ROUND STEEL POLE, GALVANIZED AND POWDER COATED COV GREEN (RAL6005)

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NOTES

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BOLT CIRCLE DIA. BCD

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4.3m (14') POLE

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279(11")

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A(MAX) BASE PLATE

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305(12")

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B(MAX) POLE INS.DIAM.

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178(7")

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C BOLT SQUARE

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197(7-3/4")

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NOTES: 1. BASE PLATE DIMENSIONS: 12"x12" (305mmx305mmx19mm THICK) 2. BASE PLATE SHALL ACCOMMODATE 1" ANCHOR BOLTS. 3. VENDOR SHALL CONFIRM TENON SIZE WITH COV PRIOR TO MANUFACTURING POLES

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11"

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11"

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11"

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10"

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10"

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10"

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(4)-1"ANCHOR-BOLTS

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MMCD SONOTUBE BASE

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NOTES:

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REVISIONS

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REV'N

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CH.

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DATE

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BY

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DESCRIPTION

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TITLE:

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DWG. No.:

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ELEVATION

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13101-3

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TELEPHONE: (604) 257-1900

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N

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= 82.766 METRES

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PG

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GG

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KOS

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JW

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DESIGN:

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DRAWN:

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CHECKED:

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ENGINEER:

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1 : 250

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----

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SCALE:

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SEC. No.:

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MAR 2014

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1 OF 1

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DATE:

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SHT No.:

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JAN 06, 2016

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ILLUMINATION LEVEL (E ) IN LUXavg) IN LUX

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5.0

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9.47

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UNIFORMITY RATIO (E /E ) avg/E ) min)

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4.0

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2.71

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CHECK BEFORE YOU DIG 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. CONTACT BC ONE CALL, CALL BEFORE YOU DIG AT 1-800-474-6886. CALL AT LEAST 3 FULL WORKING DAYS BEFORE YOU PLAN TO DIG.

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0.

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02 APR 2015

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PG

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JW

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1.

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27 APR 2015

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PG

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JW

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2.

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23 JUN 2015

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PG

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JW

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3.

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08 APR 2016

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BTR

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JW

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4.

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BTR

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JW

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13 APR 2016

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REVISED OSL DESIGN

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5.

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GG

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JW

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20 DEC 2016

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6.6.

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GG

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JW

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06 JAN 2017

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