RECONSTRUCTION OF EMILY STREET, LASALLE STREET AND OAK KNOLL STREET - CONTRACT No. PW-EAM-25-38 - Issued for Construction

Oct 28, 2026

Reconstruction drawings for Emily Street, LaSalle Street, and Oak Knoll Street in Port Dover, ON, under Contract No. PW-EAM-25-38. The package includes sheet index coverage, general notes and specifications, legends, removals/grading/restoration plans, plan and profile sheets, details and OPSD details, cross-sections, and catchment plans for sanitary and storm services. Drawing content specifies construction issuance status, benchmark and control information, copyright and scale checking requirements, and notes governing connection locations, utility coordination, water curb stop placement, reconfiguration of existing services, tree protection zones, and erosion and sediment control measures.

LanguageEnglish

CategoryResearch & Report

FormatPDF

Pages10

Reading Time25 min

AccessFree to download

General Notes and Specifications

Legend

Removals, Grading & Restoration Plans

Plan & Profile Sheets

Details and OPSD Details

Cross-Sections

Catchment Plan (Sanitary/Storm)

|

RECONSTRUCTION OF EMILY STREET, LASALLE STREET AND OAK KNOLL STREET PORT DOVER, ON
CONTRACT No. PW-EAM-25-38 | | | | | | | --- | --- | --- | --- | --- | --- | | | | WT INFRASTRUCTURE SOLUTIONS INC. 17-370 STONE ROAD P.O. BOX 25002 GUELPH, ON N1G 4T4
T. 519-400-1185
WWW.WTINFRASTRUCTURE.CA | SHEET DESCRIPTION DWG. No. 1 COVER PAGE G.0 2 GENERAL NOTES AND SPECIFICATIONS G.1 3 LEGEND G.2 4 LASALLE ST-REMOVALS, GRADING & RESTORATION PLAN-STA. 0+000 TO STA. 0+150 RP1.1 5 LASALLE ST-REMOVALS, GRADING & RESTORATION PLAN-STA. 0+150 TO STA. 0+300 RP1.2 6 LASALLE ST-REMOVALS, GRADING & RESTORATION PLAN-STA. 0+300 TO STA. 0+360 RP1.3 7 OAK KNOLL ST-REMOVALS, GRADING & RESTORATION PLAN-STA. 1+000 TO STA. 1+150 RP2.1 8 EMILY ST-REMOVALS, GRADING & RESTORATION PLAN-STA. 2+000 TO STA. 2+110 RP3.1 9 EMILY ST-REMOVALS, GRADING & RESTORATION PLAN-STA. 2+110 TO STA. 2+190 RP3.2 10 LASALLE ST-PLAN & PROFILE-STA. 0+000 TO STA. 0+170 PP1.1 11 LASALLE ST-PLAN & PROFILE-STA. 0+150 TO STA. 0+300 PP1.2 12 LASALLE ST-PLAN & PROFILE-STA. 0+300 TO STA. 0+360 PP1.3 13 OAK KNOLL ST-PLAN & PROFILE-STA. 1+000 TO STA. 1+150 PP2.1 14 EMILY ST-PLAN & PROFILE-STA. 2+000 TO STA. 2+110 PP3.1 15 EMILY ST-PLAN & PROFILE-STA. 2+110 TO STA. 2+190 PP3.2 16 DETAILS SHEET DS.1 17 OPSD DETAILS DS.2 18 LASALLE ST-CROSS SECTIONS-STA. 0+000 TO STA. 0+150 CS1.1 19 LASALLE ST-CROSS SECTIONS-STA. 0+170 TO STA. 0+290 CS1.2 20 LASALLE ST-CROSS SECTIONS-STA. 0+290 TO STA. 0+370 CS1.3 21 OAK KNOLL ST-CROSS SECTIONS-STA. 1+000 TO STA. 1+150 CS2.1 22 EMILY ST-CROSS SECTIONS-STA. 2+000 TO STA. 2+190 CS3.1 23 CATCHMENT PLAN-SANITARY SAN.1 24 CATCHMENT PLAN-STORM STM.1
ISSUED FOR CONSTRUCTION FEBRUARY 04, 2025 | | | | | |
| | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | MATCH LINE-STA . 2+110 (DWG PP3 .2) | NOTES:
1. SERVICE CONNECTION LOCATIONS AND ELEVATIONS ARE
APPROXIMATE. CONTRACTOR TO FIELD VERIFY ALL
CONNECTION LOCATIONS.
2. CONTRACTOR TO COORDINATE THIRD PARTY SUPPORT OF ALL UTILITIES AND UTILITY POLES ADJACENT TO THE AREA OF WORK.
3. CURB STOPS FOR THE WATER SERVICE CONNECTIONS ARE TO BE LOCATED AT THE PROPERTY LINE UNLESS INDICATED OTHERWISE. EXISTING SERVICE CONNECTIONS ARE TO BE RECONFIGURED AS REQUIRED.
4. PROVIDE TREE PROTECTION ZONES AS SPECIFIED AND AS
DETAILED IN THE ARBORIST REPORT APPENDED TO THE SPECIFICATION.
5. PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES AS SPECIFIED THROUGHOUT CONSTRUCTION. | | | | | | | | | | EMILY STREET
| | | | | | | | | | | | | |
STAMP: | | | | | | | | | | | | BENCHMARK:
THIS SURVEYED ON JULY 2024 BY SMC GEOMATICS.
VERTICAL CONTROL ESTABLISHED BY MONUMENT BM NL IN HP AT SOUTH EAST CORNER OF EMILY ST AND INGLEWOOD DR.
HORIZONTAL CONTROL ESTABLISHED BY LEICA RTK SMARTNET. | | | | | | | | | | | | THIS DRAWING AND DESIGN IS COPYRIGHT PROTECTED WHICH SHALL NOT BE USED, REPRODUCED OR REVISED WITHOUT WRITTEN PERMISSION BY WT INFRASTRUCTURE SOLUTIONS INC.
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND UTILITY LOCATIONS AND REPORT ALL ERRORS AND OMISSIONS PRIOR TO COMMENCING WORK.
THIS DRAWING IS NOT TO BE SCALED. | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 1 | AB | 2026/02/04 | | ISSUED FOR CONSTRUCTION | | | | | | | | NO. | BY | DATE | | ISSUE / REVISION | | | | | | | | | | | | | | | | | | | | CLIENT: | | | | | | | | | | | | PROJECT NAME:
RECONSTRUCTION OF EMILY STREET, LASALLE STREET, AND OAK KNOLL STREET
CLIENT REF: PW-EAM-25-38 | | | | | | | | | | | | TITLE: EMILY ST
| | | | | | | | | | | | PROJECT NO: 24-2012 | | | SCALE:
1:250 | | DATE:
2026-02-04 | IF THIS BAR IS NOT 25mm LONG, ADJUST THE PLOTTING SCALE.
25mm | |

FAQs

What project and contract this drawing package is for?

It is for the reconstruction of Emily Street, LaSalle Street, and Oak Knoll Street in Port Dover, ON, under Contract No. PW-EAM-25-38.

What construction-stage requirements are stated in the notes?

Service connection locations and elevations are approximate and must be field-verified; contractors must coordinate third-party support for adjacent utilities and poles; water curb stops should be at the property line unless otherwise indicated; existing services are to be reconfigured as required.

What environmental and surveying/control information is included?

The drawings require tree protection zones as detailed in an appended arborist report and require erosion and sediment control measures throughout construction. Benchmark and control information is provided, including surveyed information from July 2024 and horizontal control established using Leica RTK Smartnet.

Oct 28, 2026

Upload by Nguyễn Văn Học