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N17°51'50"E 45.72 N45°03'20"E 46.63 R=37.29 A=9.46 C=9.44 N64°50'50"W N72°07'00"W 9.14 TRACINA DRIVE (BY REGISTERED PLAN 1252) N72°06'50"W 29.21 N44°54'00"W 11.89 CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE 83.91 83.48 83.53 83.61 83.59 84.45 84.43 83.99 83.56 84.48 84.39 83.62 83.31 82.62 1ØD 82.81 84.39 84.00 EXIST. WV 83.94 83.84 84.32 83.59 83.46 0.2ØD 84.17 84.02 84.03 84.14 84.16 83.80 83.78 83.63 83.74 83.65 83.63 83.49 84.01 0.06ØD 84.63 84.69 84.60 84.58 84.68 84.61 84.52 84.48 84.36 83.64 83.37 83.40 83.56 83.44 83.40 84.52 84.58 84.68 84.53 84.53 84.33 83.75 83.73 83.77 84.59 84.64 84.52 84.45 0.1ØD 84.56 84.53 84.31 84.47 84.51 84.35 84.42 84.63 84.61 84.62 83.24 84.73 83.75 84.19 83.15 83.20 83.16 83.00 83.25 83.26 82.80 82.49 82.24 82.12 82.76 82.76 82.22 82.86 82.51 82.44 82.39 82.41 82.98 83.10 83.02 81.99 82.49 82.72 82.21 82.08 82.55 82.61 82.61 82.70 6.0% SLOPE GARAGE COV'D PORCH LOWER TERRACE LOWER TERRACE COV'D PORCH 1R 12R PROPOSED INGROUND POOL PAVERSTONE PATIO HEDGE PRECAST UNIT RETAINING WALL RECONFIGURED DRIVEWAY LOW ADDRESS WALL 1R 1R 1R 1R 1R 3R 3R 3R 3R 3R FF 84.95 BF 81.59 **UF 81.31 *TFW 84.59 PROPOSED 2 STOREY DWELLING No. 164 1R PRECAST UNIT INTERLOCKING WINDOW WELL BUILT IN PLANTER BUILT IN PLANTER BUILT IN PLANTER LANDSCAPE PLANTER REMOVE EXIST. 1-STOREY DWELLING HANDRAIL & GUARD AS PER OBC 9.8 & SB7 B/I BBQ REMOVE EXIST. CONCRETE POOL, PATIO & SUB BASE. REINSTATE W/ TOPSOIL & SOD. REMOVE EXIST. ASPHALT DRIVEWAY & SUB BASE. REINSTATE W/ TOPSOIL & SOD. MH 83.59 MH 83.69 250mmØ SAN. SEWER @ 1.10% 250mmØ SAN. SEWER @ 1.10% 450mmØ STORM SEWER @ 1.10% 150mmØ WATERMAIN 300mmØ STORM SEWER @ 1.10% SUMP PUMP TO DISCHARGE TO EXIST. STM. CONNECTION REMOVE EXIST. WALKWAY & SUB BASE. REINSTATE W/ TOPSOIL & SOD. W 20mm WATER METER NEW 11.1-32mmØ COPPER "K" WATER SERVICE EXIST. 25mmØ WATER SERVICE EXIST. 9.9-125mmØ SANITARY SERVICE NEW 11.7-125mmØ SANITARY SERVICE @ 1.0% PAVERSTONE WALKWAY PAVERSTONE WALKWAY SUBJECT TO EASEMENT AS IN 161922 EG 84.11 SOLID HOARDING CONSTRUCTION MATERIAL STORAGE AREA THERE WILL BE NO CHANGE TO THE EXISTING GAS AND HYDRO UTILITIES, OR THEIR CONNECTION TO THE DWELLING AS PART OF THIS APPLICATION CONSTRUCTION ACCESS EXTENT OF 2ND FLOOR EXTENT OF 2ND FLOOR EXIST. 125mmØ STORM SERVICE SOLID HOARDING EXTENT OF REVERSE VENEER AC LOT 44 SINGLE FAMILY RESIDENTIAL LOT 42 SINGLE FAMILY RESIDENTIAL LOT 43 REGISTERED PLAN 1252 1 STOREY BRICK DWELLING No. 158 2 STOREY BRICK DWELLING No. 168 3R 3R AC FRAMED HOARDING EXIST. "Y" CONNECTION LOW ADDRESS WALL DETAIL STONE VENEER N.T.S. 164 COPING CAP FOUNDATION 1R 12R 1R 1R 1R 1R 1R 3R 3R 3R 3R 3R 1R General Notes: no. date revision / comment 1 Issued To Owner For Building Permit Applic'n Feb 09/21 SP Key Plan nts 1. Do Not Scale Drawings 2. These Plans Are To Remain The Property Of The Designer And Must Be Returned Upon Request. These Plans Must Not Be Used In Any Other Location Without The Written Approval Of The Designer. 3. All Works To Be In Accordance With The Ontario Building Code And All Code References Refer To O.B.C. 2012 Division 'b' The Undersigned Has Reviewed And Takes Responsibility For This Design, And Has The Qualifications And Meets The Requirements Set Out In The Ontario Building Code To Be A Designer. Name Signature BCIN Firm Name BCIN Peter Giordano 25061 DAVID W. SMALL DESIGNS INC. 29999 Exempt Under Division C -3.2.4.1. Of the 2012 ONTARIO Building Code. Qualification Information Required Unless The Design Is Registration Information Required Unless The Design Is Exempt Under Division C -3.2.5.1. Of the 2012 ONTARIO Building Code. Base Information: Base Information Taken From Plan Of Survey BY: Traksick McMillan Kubicki Ltd. Dated: November 6, 2020 Location Lot 43 Registered Plan 1252 Town Of Oakville Regional Municipality of Halton City Benchmark Elevations Are Refereed To The Town Of Oakville No. 36, Having An Elevation of 90.284 Meters *TFW (Top Of Foundation Wall) Floor Sill Plate On Inside Face Of Foundation. - See Reduced Thickened Foundation Wall Detail & Reverse Veneer Detail For Foundation Wall Ledge Condition On Outside Face Of Foundation Walls. - Extent Of Each Type To Be Determined By Contractor On Site During Construction Regional Approval METAL T-BAR SUPPORTS 1x3 TOP RAIL Tree Protection Barriet Detail nts PLASTIC SAFETY FENCING GRADE 6'-7" 4'-0" 2.0% Minimum 2.0% Minimum SWALE Minimum Depth = 150mm Maximum Depth = 250mm 3:1 Max Max 3:1 CL Typical Swale Detail nts Property Limit Match Grades XXXXXXXXXX XXXXXXXXXX Depth G r a s s All Supports And Bracing Should Be Outside The Tree Protection Zone. All Such Supports Should Minimize Damaging Roots Outside The Tree Protection Barrier. No Construction Activity, Grade Changes, Surface Treatment Or Excavation Of Any Kind Is Permitted Within The Tree Protection Zone. 4 5 Tree Protection Barriers For Trees Situated On The Town Road Allowance Where Visibility Must Be Maintained Can Be 1.2m (4ft.) High And Consist Of Orange Plastic Web Snow Fencing On A Wood Frame Made Of 2x4's. Where Some Excavate Or Fill Has To Be Temporarily Located Near A Tree Protection Barrier, Plywood Must Be Used To Ensure No Material Enters The Tree Protection Zone. 2 3 Tree Protection Barriers Tree Protection Barriers Must Be 1.2m (4ft.) High, Waferboard Hoarding Or An Equivalent Approved By Urban Forestry Services. 1 Waferboard Or As Approved By Urban Forestry Services 2 1 2 1 3 Snow Fencing 4 5 Region Design Of Water &/or Wastewater Services Approval Subject To Detail Construction Conforming To Halton Region Standards & Specifications & Location Approval From Area Municipality. Signed: _______________________ Dated: ______________________ Infrastructure Planning & Policy The Approval Of The Water System On Private Property Is The Responsibility Of, The Local Municipality, Regardless, The Applicant Must Ensure That The Region Of Halton's Standards Are Met. (The Water And Wastewater Linear Design Manual May Be Obtained On Halton.ca Or By Calling 311) All Water Quality Tests Must Be Completed To The Region Of Halton's Satisfaction Before The Water Supply Can Be Turned On. Underground Utilities: The Location Of Underground Services Shown On This Plan Is Only Approximate And Is For Planning And Design Purposes Only. This Information Must Not Be Assumed To Be Complete Or Up-To-Date And An On-Site Locate Must Be Ordered Prior To Any Excavation. David W. Small Designs Inc. Accepts No Responsibility For Any Claims Or Losses Due To Improper Use Of This Information. Notes: There Are To Be No Grad Changes Within 0.3m Of Common Property Lines The Existing Sanitary Lateral Must Be Inspected at The property Line By Regional Inspector, And Televised By Regional Forces Prior To Connection. A Lateral That Does Not Meet Current Regional Standards Must Be Dissconnected At The Main. A Revision To The Service Permit Drawings And Payment Of Applicable Fees Is Required. Existing Services Must Be Disconnected At The Main By The Contractor All Water And Sanitary Main Taps Are To Be Preformed By Region Of Halton Forces Only Contractor To Determine Existing Inverts And Report Any Discrepancies To The Engineer Contractor To Determine San. Inverts On Site And Determine If San. Ejector Pump Is Required House Footprint Front Porch Rear Porch Total Coverage 282.45 sm 7.12 sm 47.33 sm 336.90 sm 24.46% Lot Coverage Site Data Lot Area (0.137 ha) Zoning RL2-0 Established Grade 84.11 Floor Area Ground Floor 2297.4 sf (Includes 71.2 sf of Stairs) Second Floor 2181.8 sf (Includes 71.2 sf of Stairs & Excludes 99.2 sf of O.T.B) 213.43 sm 202.69 sm Total Area 4479.2 sf 416.12 sm Garage 652.0 sf 60.57 sm 1377.53 sm (Measured to Inside Face of Garage Walls) Finished Basement 2255.4 sf 209.53 sm (Measured to Inside Face of Finished Basement Walls) Proposed Footprint 282.45 sm 20.50% (Including Garage) Proposed Covered Porches 54.45 sm 3.95% Total Proposed Coverage 336.90 sm 24.46% Max Allowed Coverage 344.38 sm 25.00% Lot Coverage FSI = 0.30 SITE **U/F (Under Side of Footing) - U/F Denotes Minimum Depth Of Under Side of Footing. - Under Side of Footing May Differ Depending On Basement Conditions. See Floor Plans And Elevations For Specific Under Side Of Footing Conditions . - Footings To Be Min 1.2m Below Grade THE EXISTING SANITARY SERVICE LATERAL MUST BE INSPECTED AT THE PROPERTY LINE BY THE REGIONAL INSPECTOR AND TELEVISED BY REGIONAL FORCES PRIOR TO CONNECTION NOTE: CONTRACTOR TO DETERMINE EXISTING INVERTS AND REPORT ANY DISCREPANCIES TO THE ENGINEER STORM INVERT @ MAIN UNKNOWN. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE GRAVITY FLOW FROM PROPOSED BASEMENT FLOOR ELEVATION. IF A GRAVITY CONNECTION CANNOT BE ACHIEVED FROM THE PROPOSED BASEMENT FLOOR ELEVATION A SUMP PUMP IS TO BE INSTALLED AS PER OBC + MUNICIPAL REQUIREMENTS. Legend 3R 102.05 AC 102.05 Main Level Property Line Existing Spot Elevation Proposed Spot Elevation Rainwater Downspouts Air Conditioner Solid Hoarding Framed Hoarding (with trunk diameter) 0.30ØC 102.05 0.30ØC 102.05 Denotes Coniferous Tree To Remain (with trunk diameter) Denotes Deciduous Tree To Remain (with trunk diameter) Denotes Tree To Be Removed Native Species Min 60mm Denoted Replacement Tree Caliper For Deciduous And 0.30ØC 102.05 1.8m Height For Coniferous SM (SM) Refers To Sugar Maple (RM) Refers To Red Maple AD Area Drain 3R Lower Level Existing To Be Removed Lot Coverage Diagram 1:300 Site Plan Drawing: Scale: Date: Dwn by: Proj. no.: Project: Feb 2021 HD 20-1855 164 Tracina Drive The Squire Home Town of Oakville, Regional Municipality of Halton Lot 43 Registered Plan 1252 1:100 davidsmalldesigns.com Tracina Dr Third Line Lakeshore Rd W Rebecca St Hixon St Average Grade Diagram nts Average Grade Calculation Wall No. 1 2 3 4 5 6 Total Wall Average Grade Wall Length (m) Product Average Grade = 84.60 84.65 84.54 83.26 82.61 82.52 751.58 12.31 6.72 11.84 3.96 3.80 11.89 75.78 1041.43 568.85 1000.95 329.71 313.90 981.16 6338.27 Total Product Divided By Total Wall Length = 83.64 7 82.66 5.61 463.72 8 82.77 9.55 790.49 9 83.97 10.10 848.06 Average Grade 83.64
