Ottawa Development Projects

6544 Jack Pine Cres.#

Last updated: 2026-01-27 ยท ID: D02-02-21-0071

Summary#

Amend the zoning bylaw for Plan of Subdivision application for the residential development of 73 lots on 86.5 acres within the village limits. Amend zoning from DR1to V1E/exception xxx). -maximum permitted lot coverage of 25%-; minimum setback of septic fields from top of bank of a watercourse is 15m; minimum rear yard setback is 10.5m; minimum corner side yard setback is 7.5m; minimum interior side yard setback is 1.5m on one side and 3.5m on the other

Status
Post Approval (Application Approved by Council)

Location#

Select a marker to view the address.

Additional Information#

Date Initiated2021-07-21
WardWard 20 - Isabelle Skalski

Documents#

TypeDocument
Adequacy Of Public Services2021-07-21 - Serviceabilty Brief - D02-02-21-0071
Application Summary2021-08-26 - Application Summary - D02-02-21-0071
Archaelogical Assessment2021-07-21 - Archeological Assessment - D02-02-21-0071
Architectural Plans2022-02-02 - Draft Plan - D02-02-21-0071
Architectural Plans2022-02-02 - Concept Plan - D02-02-21-0071
Architectural Plans2021-07-21- Grading Plan 5 - D02-02-21-0071
Architectural Plans2021-07-21- Grading Plan 3 - D02-02-21-0071
Architectural Plans2021-07-21 - Plan of Subdivision - D02-02-21-0071
Architectural Plans2021-07-21 - Draft Plan of Subdivision - D02-02-21-0071
Architectural Plans2021-07-21 - Concept Plan - D02-02-21-0071
Environmental2022-11-15 - Environmental Impact Statement - D02-02-21-0071
Environmental2022-02-02 - Phase 1 Environmental Site Assessment - D02-02-21-0071
Environmental2022-02-02 - Environmental Impact Statement - D02-02-21-0071
Environmental2021-07-21 - Phase I Environmental Site Assessment - D02-02-21-0071
Environmental2021-07-21 - Environmental Impact Statement - D02-02-21-0071
Erosion And Sediment Control Plan2022-02-02 - Erosion Control Plan - D02-02-21-0071
Geotechnical Report2022-11-15 - Hydrogeological Investigation & Terrain Analysis - D02-02-21-0071
Geotechnical Report2022-08-02 - Lot Development Phasing Thin Soils Plan - D02-02-21-0071
Geotechnical Report2022-02-02 - Hydrogeological Investigation - D02-02-21-0071
Geotechnical Report2022-02-02 - Grading Plan 4 - D02-02-21-0071
Geotechnical Report2022-02-02 - Grading Plan 3 - D02-02-21-0071
Geotechnical Report2022-02-02 - Grading Plan 2 - D02-02-21-0071
Geotechnical Report2022-02-02 - Grading Plan 1 - D02-02-21-0071
Geotechnical Report2022-02-02 - Geotechnical Investigation - D02-02-21-0071
Geotechnical Report2021-07-21 - Hydrogeological Investigation and Terrain Analysis - D02-02-21-0071
Geotechnical Report2021-07-21 - Grading Plan 4 - D02-02-21-0071
Geotechnical Report2021-07-21 - Grading Plan 2 - D02-02-21-0071
Geotechnical Report2021-07-21 - Grading Plan 1 - D02-02-21-0071
Geotechnical Report2021-07-21 - Geotechnical Report - D02-02-21-0071
Planning2022-02-02 - Planning Rationale - D02-02-21-0071
Planning2021-07-21 - Planning Rationale - D02-02-21-0071
Site Servicing2022-08-02 - Site Servicing Plan - D02-02-21-0071
Site Servicing2022-02-02 - Site Servicing Plan - D02-02-21-0071
Site Servicing2022-02-02 - Servicing Brief - D02-02-21-0071
Stormwater Management2022-02-02 - Storm Drainage Area Plan - D02-02-21-0071
Stormwater Management2021-07-21 - Stormwater Management Plan - D02-02-21-0071
Surveying2021-07-21 - Plan of Survey - D02-02-21-0071
Transportation Analysis2022-08-02 - TIA Strategy Report - D02-02-21-0071
Transportation Analysis2021-07-21 - Transportation Impact Assessment Forecasting - D02-02-21-0071
2022-08-02 - Nitrate Dilution Calculation Worksheet - D02-02-21-0071
2022-02-02 - Street 3 Profiles - D02-02-21-0071
2022-02-02 - Street 2 Profiles - D02-02-21-0071
2022-02-02 - Street 1 Profiles - D02-02-21-0071
2022-02-02 - Catchment Divide and LiDAR Review Memo - D02-02-21-0071
2021-07-21 - Watershed Divide Analysis - D02-02-21-0071
2021-07-21 - Pre Development Drainage - D02-02-21-0071