115.7

8

115.5

111

5.17

115.7

4

115.8

3

115.9

2

115.2

2

115.5

4

115.5

0

115.6

2

115.6

6

115.8

4

115.6

1

115.5

9

115.5

9

115.5

1

115.5

4

115.6

3

115.0

4

115.6

2

115.6

0

115.0

8

115.5

9

115.6

5

115.6

6

115.5

811

5.56

115.6

8

115.1

3 115.8

8

116.1

4

116.3

0

115.6

6

115.3

0

115.7

5

115.7

6

115.3

8

115.2

8

115.6

1

115.6

6

115.7

1

115.3

2

115.9

2

115.8

9

115.6

9

115.6

7

115.6

7

115.7

6

115.7

8

115.9

8

116.3

6

116.4

8

116.0

9

116.7

6

116.2

2

116.6

4

116.2

2

116.3

8

115.9

1

115.8

1

115.7

6

115.5

6

116.1

7

116.0

4

115.0

7

115.7

9

115.9

2

114.0

7

114.2

8

114.3

1

114.3

1

114.3

2

113.9

8

115.8

8

113.2

8

113.0

8

113.2

2

113.2

3

113.1

4

113.4

9 113.4

9

113.4

7

113.9

7

109.9

9

108.1

3

109.2

4

111.6

0

107.4

1

107.1

6

107.4

9

106.8

0

106.6

4

106.6

4

106.5

9

106.6

610

6.71

107.2

5

107.2

0

107.1

6

106.7

5

106.8

6

106.9

4

107.3

4

107.0

0

106.9

3

106.8

8

107.2

5

106.7

8

107.6

9

107.3

1

107.5

0

107.5

1

106.7

7

106.8

1

106.1

8

101.6

2

104.1

9

101.5

9

103.1

5

100.9

1

N07

°25'

30"E

75.1

4 N44°51'00"W

76.23

Chain Link Fence

EXIST Ø0.3 CULVERT

Ø0.3 CULVERT

Top Of Bank

ShedFrame

N61°32'30"E44.93

N87°44'40"WA=26.16C=23.99R=18.29

( By Registered Plan 950 )RANCLIFFE ROAD

MH

FH

0.20Ø

CT

0.25Ø

CT

0.55Ø

CT

0.05Ø

CT

0.82Ø

DT

0.55Ø

DT

0.452

Ø DT

0.22Ø

DT

0.26Ø

DT

0.28Ø

DT WV

Subject To

Easement( As

In Instru

ment No.

112016 )

Ø20

0mm

PV

C

WAT

ERM

AIN

Ø250mm SANITARY SEWER @

0.89%

INV 11

2.7

Ø150mm WATERMAIN (A

BANDONED)

LOT 14REGISTERED PLAN 950

1 STOREYBRICK DWELLING

No. 88

2 STOREYSTONE & STUCCO

DWELLINGNo. 97

LOT 15SINGLE FAMILYRESIDENTIAL

LOT 13SINGLE FAMILYRESIDENTIAL

GARAGE

COVEREDPORCH

LOWERTERRACEPATIO

COV'DPORCH

ASPHALTDRIVEWAY

BALCONY

6m TOP OF BANKSETBACK

1R

2R1R 1R

1R 1R

6.3%

SLO

PE

2R

Bottom Of

Bank

FF 117.02

BF 113.65**UF 113.37

*TFW 116.66

PROPOSED1 STOREYDWELLING

No. 96

REMOVE EXIST.1-STOREYDWELLING

BUILT INPLANTER

TO BE REMOVED

PROPOSED Ø400mm

CULVERT

CONSTRUCTION MATERIALSTORAGE AREA

THERE WILL BE NO CHANGE TOTHE EXISTING GAS AND HYDRO

UTILITIES, OR THEIR CONNECTIONTO THE DWELLING AS PART OF

THIS APPLICATION

CO

NST

RU

CTI

ON

ACC

ESS

18RAC

HANDRAIL &GUARD AS PEROBC 9.8 & SB7

B/IBBQ

EXISTING GRADETO REMAIN

EXISTING GRADETO REMAIN

EXISTING GRADETO REMAIN

SOLID

HOARDING

SOLID

HOARDING

SILTFENCE

W

20mmWATERMETER

EXIST.

DITCH

DITC

H

2.0% MIN

2.0% MIN

Top Of Bank As Staked By Conservation Halton On June 24, 2020

2

1

3

4

56

78

9

10

11

0.80Ø

DT

0.20Ø

DT

R2

R1

R3

R4

R5

INV. @

P.L.

= 113.55EJECTORPUMP

NEW 21.8-25mmØ COPPER

"K" WATER SERVICE

NEWV&B

NEW

5.6

-32m

mØ

CO

PPER

"K" W

ATER

SER

VIC

E

EXISTING

WATER

SERVIC

E TO BE

DISC

ON

NEC

TED

REMOVE

MAIN INV = 112.86SER. INV = 113.12

INV. @HOUSE= 113.67

PROPOSEDHEADWALL

PROPOSEDHEADWALL

AND DITCH REINSTATED

RE-GRADING TOBE DONE BYHAND WITH IN

TREE PROTECTIONZONE

**UF 112.23

5.0%

SLOPE

EXIST. 21.5-125mm

Ø

SANITAR

Y SERVIC

E @ 2.0%

**UF (FROST) 113.23

3.5%SLOPE

EG 115.6

0

4.7%

SLO

PE

4.7%

SLOPE

INV 11

5.55

EXIST. 200mmØ CULVERT

115.7

0

115.2

0

INV ±1

14.50

LOW ADDRESS WALLNEW 6.0-125mmØSANITARY SERVICE@ 2.0%

TO BE C

ON

FIRM

ED

ON

SITE

LOW ADDRESS WALL DETAIL

STONEVENEER

N.T.S.

96

COPINGCAP

FOUNDATION1R

2R1R 1R

1R 1R

2R

18R

General Notes:

no. date revision / comment

1 Issued To Owner For Zoning Review

1 4 4 0 H u r o n t a r i o S t r e e t , M i s s i s s a u g a , O N L 5 G 3 H 4 P H 9 0 5 . 2 7 1 . 9 1 0 0 F X 9 0 5 . 2 7 1 . 9 1 0 9

July 31/20

SP

Key Plan nts

1. Do Not Scale Drawings

2. These Plans Are To Remain The Property Of The Designer And Must Be Returned UponRequest. These Plans Must Not Be Used In Any Other Location Without The Written Approval OfThe Designer.

3. All Works To Be In Accordance With The Ontario Building Code And All Code References ReferTo O.B.C. 2012 Division 'b'

The Undersigned Has Reviewed And Takes Responsibility For ThisDesign, 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. 29999Exempt 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 SurveyBY: Young & Young Surveying Inc.Dated: December 17, 2019

Location

Lot 14Registered Plan No 950Town Of OakvilleRegional Municipality of Halton

City Benchmark

Elevations Are Refereed To The Town OfOakville No. 225, Having An Elevation of122.99 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 WallLedge Condition On Outside Face Of FoundationWalls.- Extent Of Each Type To Be Determined ByContractor On Site During Construction

Regional Approval

METAL T-BARSUPPORTS

1x3 TOP RAIL

Tree Protection Barriet Detail nts

PLASTIC SAFETYFENCING

GRADE

6'-7"

4'-0

" 2.0% Minimum 2.0% MinimumSWALE

Minimum Depth = 150mmMaximum Depth = 250mm

3:1Max Max

3:1CL

Typical Swale Detail nts

Prop

erty

Lim

itM

atch

Gra

des

XXXXXXXXXX XXXXXXXXXX

Dep

th

Gr a ss

All Supports And Bracing Should Be Outside The Tree Protection Zone. All Such Supports Should MinimizeDamaging Roots Outside The Tree Protection Barrier.

No Construction Activity, Grade Changes, Surface Treatment Or Excavation Of Any Kind Is Permitted WithinThe Tree Protection Zone.

4

5

Tree Protection Barriers For Trees Situated On The Town Road Allowance Where Visibility Must Be MaintainedCan 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 BeUsed 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 UrbanForestry Services.

1

Waferboard Or AsApproved By UrbanForestry Services

2

1 21 3

Snow Fencing4

5

Region Design Of Water &/or Wastewater Services Approval Subject To DetailConstruction 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 LocalMunicipality, Regardless, The Applicant Must Ensure That The Region Of Halton's StandardsAre Met. (The Water And Wastewater Linear Design Manual May Be Obtained On Halton.caOr By Calling 311) All Water Quality Tests Must Be Completed To The Region Of Halton'sSatisfaction Before The Water Supply Can Be Turned On.

Underground Utilities:

The Location Of Underground Services ShownOn This Plan Is Only Approximate And Is ForPlanning And Design Purposes Only. ThisInformation Must Not Be Assumed To BeComplete Or Up-To-Date And An On-Site LocateMust Be Ordered Prior To Any Excavation. DavidW. Small Designs Inc. Accepts No ResponsibilityFor Any Claims Or Losses Due To Improper UseOf This Information.

Notes:

There Are To Be No Grad Changes Within 0.3mOf Common Property Lines

The Existing Sanitary Lateral Must Be Inspectedat The property Line By Regional Inspector, AndTelevised By Regional Forces Prior ToConnection. A Lateral That Does Not MeetCurrent Regional Standards Must BeDissconnected At The Main. A Revision To TheService Permit Drawings And Payment OfApplicable Fees Is Required.

Existing Services Must Be Disconnected At TheMain By The Contractor

All Water And Sanitary Main Taps Are To BePreformed By Region Of Halton Forces Only

Contractor To Determine Existing Inverts AndReport Any Discrepancies To The Engineer

Contractor To Determine San. Inverts On SiteAnd Determine If San. Ejector Pump Is Required

Approximate Ground Water Elevation Is To BeConfirmed Prior To Construction. If GroundWater Interferes With HouseConstruction/Design, Contractor To NotifyDesigner/Engineer.

SITE

403

ALL WATER AND SANITARY TAPSARE TO BE PREFORMED BY REGIONOF HALTON FORCES ONLY

**U/F (Under Side of Footing)

- U/F Denotes Minimum Depth Of Under Sideof Footing.- Under Side of Footing May DifferDepending On Basement Conditions. SeeFloor Plans And Elevations For SpecificUnder Side Of Footing Conditions .- Footings To Be Min 1.2m Below Grade

EXISTING SERVICES MUSTBE DISCONNECTED AT THEMAIN BY CONTRACTOR

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 60mmDenoted 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

Site PlanDrawing:

Scale:

Date:

Dwn by:

Proj. no.:

Project:

July 2020

HD

19-1796

96 Rancliffe RoadThe Jessani Home

Town of Oakville,Regional Municipality of Halton

Lot 14Registered Plan 950

1:150

ENGINEER'S CERTIFICATE

I have reviewed this plan as it relates to site grading and drainage.It is my belief that adherence to the proposed grades as shown willproduce adequate surface drainage without any detrimental effectto the existing drainage patterns of adjacent properties.

S U R V E Y I N G I N C.LAND SURVEYORS and ENGINEERS

Van Harten

Rancli

ffe R

d

Sixth Line

Dorval DR

Kerr St

Site Data

Lot Size (0.246 ha)

Zoning RL1-0Established Grade 115.60

Floor AreaGround Floor 2638.7 sf(Includes 87.8 sf of Stairs)

245.14 sm

Total Proposed FloorArea

Garage 568.1 sf52.78 sm

2,466.87 sm

(Measured to Inside Face of Garage Walls)

Finished Basement 2310.3 sf214.63 sm(Measured to Inside Face of Finished Basement Walls)

Proposed Footprint 303.49 sm23.99%(Including Garage)

Proposed Covered Porches 31.79 sm2.51%

Total Proposed Coverage 339.17 sm26.77%Max Allowed Coverage 316.80 sm25.00%

Lot Coverage

2638.7 sf245.14 sm

House Footprint

Front Porch

Rear Porches

Excessive Eaves

Total Coverage

303.97 sm

4.65 sm

27.14 sm

3.41 sm

339.17 sm26.77%

Lot Coverage

Lot Coverage Diagram 1:300

Proposed Excessive Eave Overhang 3.41 sm0.27%

2 As per Lot Grading Coordination Aug 26/20

3 As per Arborist Coordination Aug 27/20

4 As per Regional Comments Nov 03/20

5 As per DESP Comments Nov 18/20

THE EXISTING SANITARY SERVICE LATERALMUST BE INSPECTED AT THE PROPERTY LINEBY THE REGIONAL INSPECTOR AND TELEVISEDBY REGIONAL FORCES PRIOR TO CONNECTION

NOTE: CONTRACTOR TO DETERMINEEXISTING INVERTS AND REPORT ANYDISCREPANCIES TO THE ENGINEER

IF EXISTING SANITARY SERVICE IS NOT125mm A REVISED REGIONAL SERVICEPERMIT WILL BE REQUIRED TO UPGRADEAND REPLACE SANITARY SERVICE

Lot Area (Lot Area Above Top of Bank) (0.126 ha)1,267.18 sm

(Based on Lot Area Above Top of Bank)

RFA = 0.19

6 As Per Zoning Comments Feb 09/21

Average Grade Diagram 1:300

Average Grade 115.30

Total Max Floor Area 4364.7 sf405.50 smRFA = 0.32

7 As Per Zoning Comments Feb 23/21

8 As Per Zoning Comments Mar 18/21