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Committee of the Whole/Documents/Sketch #3 - Hallowell Road Rail Crossing and Trail Connection
Appendix

Sketch #3 - Hallowell Road Rail Crossing and Trail Connection

June 12, 2018Page 951 section

An engineering plan showing trail connections, utility relocations, and fencing at the rail crossing near Admirals Road.

Scale 1:250 / 1:50

Sketch #3

Construction Plan

Detailed engineering plan for road, rail, and trail improvements including curb, gutter, sidewalk, and fencing specifications.
Detailed engineering plan for road, rail, and trail improvements including curb, gutter, sidewalk, and fencing specifications.

Construction and Design Specifications:

  • FIT TO EXISTING RAIL TRAIL
  • 1.2m HIGH OPEN RAIL FENCE. REFER TO DETAIL 3 ON DWG 28-R134-5
  • SAWCUT EXISTING ASPHALT TRAIL AS REQUIRED, REMOVE & DISPOSE OFF-SITE
  • REMOVE EXISTING FENCE
  • REMOVE EXISTING BOLLARDS
  • REFER TO DWG 28-R134-4 FOR PAVEMENT MARKING & SIGNAGE DETAIL (TYPICAL)
  • REMOVE EXISTING LOCK BLOCKS
  • REMOVE & REPLACE EXISTING ASPHALT, BASE & SUBBASE AS REQUIRED FOR RAIL FLANGE EXTENSION (TYPICAL)
  • 1.8m CONCRETE SIDEWALK
  • PROPOSED CONCRETE CURB & GUTTER
  • 400mmØ STEEL SLEEVE FOR FUTURE SEWER EXTENSION CAP BOTH ENDS
  • FIT TO EXISTING CONCRETE CURB & SIDEWALK
  • SAWCUT EXISTING ASPHALT, REMOVE & DISPOSE OFF-SITE. REFER TO DWG 28-R134-5 FOR ROAD WIDENING DETAILS
  • STAMPED COLOURED CONCRETE TRUCK APRON (TERRA COTTA)
  • 3.25m COMMON DRIVEWAY
  • 2.50m MEDIAN
  • 3.5m LANE
  • 4.0m TRAIL
  • 2.4m HIGH CONCRETE FENCE. REFER TO DWG 28-R134-5 FOR DETAILS
  • PROVIDE 25mmØ WATER SERVICE TO MEDIAN FOR IRRIGATION. c/w WATER METER AS REQUIRED FOR LOCAL MUNICIPAL STANDARDS
  • STAMPED COLOURED CONCRETE TRUCK APRON (TERRA COTTA)
  • FIT TO EXISTING CONCRETE CURB
  • PROPOSED CONCRETE CURB & GUTTER
  • REMOVE EXISTING CONCRETE CURB & SIDEWALK LETDOWN REINSTATE TO SUIT.
  • 100mm CONCRETE MEDIAN INFILL "BROOM FINISH"
  • FUTURE WATERWORKS BY OTHERS
  • FIT TO EXISTING SIDEWALK
  • TIE-IN TO EXISTING 200mm STUB WITH FITTINGS TO SUIT AND EXTEND AS SHOWN CAP WATERMAIN FOR FUTURE CONNECTION c/w THRUST BLOCK TO SUIT
  • 4.0m WIDE SIDEWALK LETDOWN
  • CAUTION: UNDERGROUND SHAW CABLE SERVICE TO ESQUIMALT RESERVE IN THIS AREA
  • RELOCATE EX HYDRO POLE (BY OTHERS)
  • 1.2m HIGH OPEN RAIL FENCE. REFER TO DETAIL 3 ON DWG 28-R134-5
  • 1.2m HIGH CHAIN LINK FENCE. REFER TO DETAIL 4 ON DWG 28-R134-5
  • REMOVE EXISTING DOUBLE CATCHBASIN. REINSTATE ALONG PROPOSED CURB AND CONNECT TO EXISTING LEAD AS PER MMCD STD DWG S11
  • SAWCUT, REMOVE & DISPOSED EXISTING CONCRETE CURB & GUTTER
  • RELOCATE EX HYDRO POLE (BY OTHERS)
  • 38mm PRE-DUCT TO SIGNALS. REFER TO ELECTRICAL FOR POINT OF CONNECTION
  • PROPOSED CONCRETE CURB & GUTTER
  • PROPOSED 4.0m ASPHALT TRAIL
  • RE-ALIGN EXISTING DITCH
  • APPROXIMATE TOP OF CUT
  • RELOCATE EXISTING SIGNS AS REQUIRED c/w WITH NEW POST & BASE (TYPICAL)
  • RELOCATE EXISTING BCT ELECTRICAL JUNCTION BOX TO SOUTH OF TRAIL EDGE (BY OTHERS)

Site Features and Locations:

  • OUTLOOK PLACE
  • HALLOWELL ROAD
  • E&N RAILWAY
  • ESQUIMALT INDIAN RESERVE PLAN 102490 CLSR LOT 62
  • ROAD RIGHT OF WAY
  • SECTION 2
  • MATCHLINE, SEE DWG 28-R134-3 FOR CONTINUATION
Page 95
Extracted from: 2018 06 12 Committee of the Whole Agenda - Agenda - Pdf