NOTES

Classification H3 Climatic Zone 5

PART A: GERNERAL PRINCIPALS & REQUIREMENTS

1. All Planning, Designing & Supervision of Erection of the Building to

be Undertaken by a Registered Professional & is Subject to any

laws pertaining to the Architectural Profession Act 2000 (Act 44 of

2000), as per SANS 10400 Part A Section A1(1)

2. All structural work to be approved & signed off by a professional

Engineer in accordance with SANS 10400 Part A Section A1(3)

3. Building Work is only to Commence on Approval by the

Relevant Building Control Officer as per SANS 10400 Part A

Section A1(5)

4. All Plans to be Submitted to Local Authority in Accordance with

SANS 10400 Part A Section A2 & are to be Aligned with SANS

10400 Part A Section A5, A6, A7, & A8

5. All Additional Information Required by the Local Authority, to be

Submitted in Accordance with SANS 10400 Part A Section A4

6. All Building Materials & Tests Conducted to Materials are to be

Approved by a Recognised Body, Certified by the SANAS, & are

to Satisfy the Requirements of Building Material Standards Set as

per SANS 10400 Part A Section A13

7. Structural Systems of any Building are not to be Compromised at

any Stage of Construction as per SANS 10400 Part A Section

A14(2), any Concerns or Queries to be Directed to the

Architect/Eng. Immediately

8. All Plumbing Work to be Carried out by an Approved Plumber in

Accordance with SANS 10400 Part A Section A18

9. Notice of Intention to Commence Erection or Demolition of a

Building, & Notices of Inspection are to be Submitted to the Local

Authority in Accordance with SANS10400 Part A Section A22

10. Whereby any Persons is Found to Deviate from the Approved

Plans & Disregard the Application of SANS 10400 Shall be Subject

to any Actions taken by the Local Authority or Enforcement Officer

as per SANS 10400 Part A Section A25

11. The Appointed Builder Shall be a Registered Competent Builder in

Accordance with the Housing Consumers Protection Act, 1998, as

per SANS 10400 Part A Section B4

PART B: STRUCTURAL DESIGN

1. All Structural Systems/Elements to be Designed & Approved by

Architect & Engineer Prior to Commencement of Works

2. All Works in Relation to Structural Systems/Elements Shall

Comply with SANS 10400 Part B Section B1

3. The Design of all Structural Systems Shall be in Accordance with

SABS 0160 (for Loading), SABS 0100 (for Structural Concrete),

SANS 0104 (for handrails), SABS 0137 (for Glazing), SABS 0161

(for Foundations), SABS 0162 (for Structural Steel), SABS 0163

(for Structural Timber), & SABS 0164 (for Structural Masonry) as

per SANS 10400 Part B Section BB2

4. All Rational Design of a Structural System is to be Done or

Checked by a Professional Eng. as per SANS 10400 Part B

Section BB4.1

5. Professional Engineer Appointed to the Job is to carry out

Inspections at Intervals of the Building Process to Confirm the

Implementation of Approved Structural System Designs & Supply

the Local Authority with a Certificate to this Affect as per SANS

10400 Part B Section BB4.2

PART C: DIMENSIONS

1. New Ceiling Heights will be more than 2,4m AFFL in any

Habitable Room & More than 2,1m AFFL in any Bathroom, Laundry

or Room Containing a Toilet Pan, as per SANS 10400 Part C

Section 4.3.1 with Reference to Table 2

PART K: WALLS

1. Walls are to Satisfy, where Relevant, SANS 10400 Part K Sections

4.2, 4.4, 4.5 & 4.6 as Depicted in the Plans or otherwise Noted

below, as per SANS 10400 Part K Section 4.1(b)

2. Hollow & Solid Masonry Units, in a Single Story Building, or the

Upper Floor of a Double Story Unit, are to have an Average

Compressive Strength of no Less the 3,0 MPa & 4,0 MPa

Respectively, as per SANS 10400 Part K Section 4.2.1.1(a)(4)

3. Mortar is to be Class II Mortar in Compliance with SANS

2001-CM1, as per SANS 10400 Part K Section 4.2.1.1(a)(5),

4.2.1.1(b)8) & 4.2.1.1(d)(2)

4. Where Free Standing, Retaining, Parapet & Balustrade Walls are

Constructed of Hollow & Masonry Units, the Average Compressive

Strength Shall be not Less than 3,0 MPa & 5,0 MPa Respectively,

as per SANS 10400 Part K Section 4.2.1.1(d)(1)

5. Construction of all Walls to Comply with SANS2001-CM1. Rod

Reinforcement Shall Comprise Hard-Drawn Wires that have a

Proof Stress of 485MPa, as per SANS 10400 Part K Section

4.2.1.2

6. Metal Wall Ties are to have a Min. Thickness of Galvanizing of 750

g/m², as per SANS 10400 Part K Section 4.2.1.4(a)

7. New Precast Prestressed Conc. Lintels Over Openings are to be

Designed & Approved by Professional Eng.

8. Timber Roof Trusses are to be Fixed to Walls by Means of

30mmX1,2mm Galv. Steel Straps as per SANS 10400 Part K

Section 4.2.11.1(b)

PART L: ROOFS

1. Roofs are to Satisfy, where Relevant, SANS 10400 Part L Sections

4.2, 4.3 & 4.4 as Depicted in the Plans

PART M: STAIRS

1. Stairs & Balustrades are to Satisfy, where Relevant, SANS 10400

Part M Sections 4.1, 4.2, 4.3 & 4.4 as Depicted in Plans

PART N: GLAZING

1. Type & Thickness of Glazing is to be as Stated on the Door &

Window Schedule in Compliance with SANS 10400 Part N Section

4.2.3(a) & (b)

PART O: LIGHTING & VENTILATION

1. Lighting & Ventilation are to Satisfy, where Relevant, SANS 10400

Part O Sections 4.2 & 4.3 as Depicted in the Plans or otherwise

Noted below, as per SANS 10400 Part O Section 4.1.1 & 4.1.2(a)

2. Natural Lighting Shall be Supplied to Any Habitable Room by

means of One or More Openings Amounting to not be Less than

5% of the Floor Area of the Room, as per SANS 10400 Part O

Section 4.2.1.1.3(a)

3. Natural Ventilation Shall be Supplied to Any Habitable Room by

means of One or More Openings, on an External Wall, Amounting

to not be Less than 5% of the Floor Area of the Room, as per

SANS 10400 Part O Section 4.3.1.1.3, or 0,1m² for Category 1

Buildings, as per SANS 10400 Part O Section 4.3.1.1.3(a), Which

Ever is the Greater Amount

PART P: DRAINAGE

1. Drainage Layouts are to Satisfy, where Relevant, SANS 10400

Part P Sections 4.2 to 4.27 as Depicted in the Plans or otherwise

Noted below, as per SANS 10400 Part P Section 4.1(a)

2. All Drainage Installation, any Type of Joint between Pipes or

Between Pipes & Fittings are to be Watertight as per SANS 10400

Part P Section 4.2(b) & be able to Withstand an Internal Water

Pressure of 50kPa & External Water Pressure of 30kPa without

Leaking, as per SANS 10400 Part P Section 4.2(c)

3. Water Supply Outlets to any Waste Fixture Shall be Situated not

Less than 20mm Above Flood-Level Rim of Such Fixture, as per

SANS 10400 Part P Section 4.3.1.2

4. Septic Tanks are to be Rationally Designed by a Competent

Person, as per SANS 10400 Part P Section 4.8.2(d)(2)

5. A Certified Plumber is to be Appointed to Implement all Plumbing

Installations & Shall Provide a Certificate to the Local Authority

Approving Such Installation

PART Q: NON-WATER-BORNE MEANS OF SANITARY DISPOSAL

1. N/A

PART R: STORMWATER DISPOSAL

1. Stormwater Layouts are to Satisfy SANS 10400 Part R Sections

R1(3)(a) by Means of a Rational Design by a Competent Eng. as

Depicted in the Plans

PART S: FACILITIES FOR PERSONS WITH DISABILITIES

1. N/A

PART T: FIRE PROTECTION

1. Fire Protection is to Satisfy, where Relevant, SANS 10400 Part T

Sections 4.2 to 4.59 as Depicted on the Plans or otherwise Noted

below, as per SANS 10400 Part T Section 4.1.1(a)(1) & (a)(2)

2. External Walls, Type FR, are to Have a Fire Resistance of 30min.

as per SANS 10400 Part T Section 4..2.1(a) With Reference to

Table 1

3. All Unprotected Steel & Timber Construction that Complies with

SANS10082, Shall have a Fire Resistance of 30min. as per SANS

10400 Part T Section 4.7.2(a) & (b)

4. All Tenancy Separating Elements are to have a Fire Resistance of

no Less than 60min. as per SANS 10400 Part T Section 4.8.1

5. All Partition Walls are to Have a Fire Rating of No Less than 30min.

as per SANS 10400 Part T Section 4.9.1(a)

6. Separating Elements, Wall & Floor, between any Garage not Large

Enough to be Classified as J4 & ANY Habitable Room Shall Have

a Fire Resistance of no Less that 30min. & the Wall Shall Extend to

the Underside of the Roof, as per SANS 10400 Part T Section

4.9.2(a)

7. No Combustible Roof Components Shall Penetrate the Separating

Element Dividing the Space between the Garage & the Habitable

Room, as per SANS 10400 Part T Section 4.9.2(c)

8. Openings in External Walls of any Divisions that are Less than 1m

Apart Horizontally/Vertically from an Opening in Another Division, a

500mm Projection from the Wall Shall be Provided and Will have a

Fire Resistance of No Less than 15min. as per SANS 10400 Part T

Section 4.10.1

9. Proposed Roof Shall have a Fire Resistance of Not Less than

60min. as per SANS 10400 Part T Section 4.12.1.1

10. Classification H3 are to be Supplied with 1X4,5kg Portable Fire

Extinguisher per Every 400sqm. of Floor Space Provided as per

SANS 10400 Part T Section 4.37.1 with Reference to Table 11

GENERAL

1. All work to be in Accordance & Comply with the NBR, SANS 204

& SANS 10400 Standards & Specifications

2. All Dimensions & Levels to be Checked on Site Prior to Construction

3. Drawings Not to be Scaled

4. All Structural Work, Demolition & Proposed, to be Discussed on Site

with Contractor, Engineer & Architect Present Prior to

Commencement.

5. All Works to be Approved by Engineer & Architect Prior to

Commencement.

4. Architect to be Notified Timeously of any Discrepencies.

ENERGY EFFICIENCY IN BUILDINGS

SITE ORIENTATION

1. Site Layout to Enable Building to be Designed for Optimal

Orientation as per SANS 204 Section 4.1

BUILDING ORIENTATION

2. Building to be Orientated towards Approximately True North or

Orientated to Achieve the Lowest Net Energy Use as per SANS 204

Section 4.2

BUILDING DESIGN

External Walls

3. External Masonry Walls to Comply with Min. CR-value Specified in

Table 3 as per SANS 204 Section 4.3.3.1

Table 3: Min. CR-value, in hrs, for External Walling

Min. CR-value = 60hrs

Table 4: Typical CR-values

Dbl. Brick, with 50mm Cavity = 60hrs

or CR-value to be Provided in Accordance with Table 3 by Manufacturer

4. External Non-Masonry Walls to Comply with Min. CR-values of

Table 3 as per SANS 204 Section 4.3.3.2(a) & Achieve a Min.

R-value of 1,9 as per SANS 204 Section 4.3.3.2 (b)(2)

5. R-values to Comply with ASTM C 177, ASTM C 518 & ASTM C

1363 as per SANS 204 Section 4.3.3.2 (c)

FENESTRATION

as Provided in Attached Document

Natural Environmental Controls:

1. Aggregate Conductance & Solar Heat Gain (SHGC) of the Glazing

Shall not Exceed the Values Obtained through the Implementation

of Table 5 as per SANS 204 Section 4.3.4.1.2

2. Aggregate Conductance & SHGC of Glazing to be Calculated in

Accordance with SANS 204 Section 4.3.4.1.3

3. Worst-Case Whole Glazing Element Performance Values to be

Used in Calculations in Accordance with Table 6 or Provided by

Glazing Manufacturer as per SANS 204 Section 4.3.4.1.4

4. Aggregate Air-Conditioning Energy Value Attributable to the Value

Shall not Exceed the Allowance Obtained through the

Implementation of Table 7 as per SANS 204 Section 4.3.4.2.2

5. Aggregate Air Conditioning Energy Value to be Calculated in

Accordance with SANS 204 Section 4.3.4.2.3

SHADING

1. All Values Obtained from Shading Elements of Glazing Shall be in

Accordance with SANS 204 Section 4.3.5.1 (a)(1)(2), (b)(1)(2) &

Section 4.3.5.2

ROOF ASSEMBLIES

1. Roof Assemblies are to Achieve a Min. R-value of 2,7m²-K/W with a

Downward Heat Flow as per Table 8 in Accordance with SANS204

Section 4.3.6.1.1

PART D: PUBLIC SAFETY

1. All Balustrades or Walls Provided to Protect Against Change in Level

are to Comply with SANS 10400 Part B as per SANS 10400 Part D

Section 4.2.1

2. Any unprotected Change in Level that is 1m above the Adjacent

Floor Level will be Fitted with a Balustrade or Parapet Wall not Less

than 1m in Height, as per SANS 10400 Part D Section 4.2.2

3. Balustrades are not to have Openings that permit the Passage of a

100mm Dia. Ball, as per SANS 10400 Part D Section 4.2.4

4. Where there is a Pool a Wall, Fence or Enclosed Restricted Area

Shall be Provided by the Owner to Ensure that Access is Limited

through a Self-Closing, Self-Latching Gate, or through a Building as

per SANS 10400 Part D Section 4.4.1 & 4.4.2

5. Pool Fences are to be a Min. of 1,2m in Height & are not to have any

Openings that will allow the Passage of a 100mm Dia. Ball, as per

SANS 10400 Part D Section 4.4.3

6. Construction of any Steel Fence or Gate to Comply with SANS 1390,

as per SANS 10400 Part D Section 4.4.4

PART E: DEMOLITION WORK

1. All Demolition work to be Approved, in Writing, by the Local

Authority, as per SANS 10400 Part E Section E1(1)

2. Demolition Work to be in Accordance with all Safety Requirement

Standards &, if further Instructed by the Local Authority, are to

Comply herewith as per SANS 10400 Part E Section E1(2)(3)(4)

PART F: SITE OPERATIONS

1. Sanitary Facilities are to be Provided on Site, Maintained & Removed

in Accordance with SANS 10400 Part F Section 4.2.1 & Section

4.2.2 & SANS 10400 Part F Section F11

2. Soil Poisoning to be Implemented, where required, in Accordance

with SANS 10124 or Provide a suitable Termite Barrier/Management

Measures in Accordance with the Provisions of an Agrement

Certificate, as per SANS 10400 Part F Section 4.3 & SANS 10400

Part F Section F5

3. All Stormwater Disposal During the Construction Period to Comply

with SANS 10400 Part R, as per SANS 10400 Part F Section 4.4

4. Any Works of Demolition or Construction of a Building that could

cause Danger or Inconvenience to the Public, May Require a Fence,

Hoarding or Barricade to be Provided in Accordance with SANS

10400 Part F Section F1

5. Prior to Commencement of Building Work, the Area on which the

Building is to be Erected shall be Completely Cleared in Accordance

with SANS 10400 Part F Section F4(1)

6. All Sites that Face Water Hazards such as but not Restricted to,

Saturation or Water that Drains Naturally towards the Building, shall

be Provided with Drainage away from the Site through a Means of a

Safe Approved Manner, as per SANS 10400 Part F Section F4(2)

7. Precautions are to be Taken to Limit the Amount of Dust & Noise

Levels Arising from Construction that could Affect the Surrounding

Areas as Stated in Accordance with SANS 10400 Part F Section F6

8. All Waste Material on Site to be Adequately and Frequently

Removed as per SANS 10400 Part F Section F9

9. Builders Sheds on Site to be in Compliance with SANS 10400 Part F

Section F10

PART G: EXCAVATIONS

1. Temporary Excavations to Existing or New Work is to Comply with

the Safety Standards Set out in SANS 10400 Part G Section 4.2

PART H: FOUNDATIONS

1. Foundations are to be Designed & Constructed to Safely Transmit

all Loads of the Building to the Ground in Accordance with SANS

10400 Part H Section H1(1)

2. Foundations are to be be Rationally Designed in Accordance with

SANS 10400 Part B, as per SANS 10400 Part H Section HH1(b)

3. Foundations are to be Constructed in Concrete, Having a

Compressive Strength of not Less than 10 MPa at 28 Days, or be

Mixed to 1 Part Cement, 4 Parts Sand & 5 Parts Coarse

Aggregate, as per SANS 10400 Part H Section HH2.2

4. Continuous Strip Foundations are to be a Min. Thickness of 200m,

as per SANS 10400 Part H Section HH2.3

5. Continuous Strip Foundations are to be a Min. Width of 600mm for

Load Bearing Walls & Free Standing Walls, as per SANS 10400

Part H Section HH2.4(a).

6. Continuous Strip Foundations for Non Load Bearing Internal Walls

are to be a Min. Width of 400mm, as per SANS 10400 Part H

Section HH2.4(b)

PART H: FOUNDATIONS

1. Foundations are to be Designed & Constructed to Safely Transmit

all Loads of the Building to the Ground in Accordance with SANS

10400 Part H Section H1(1)

2. Foundations are to be be Rationally Designed in Accordance with

SANS 10400 Part B, as per SANS 10400 Part H Section HH1(b)

3. Foundations are to be Constructed in Concrete, Having a

Compressive Strength of not Less than 10 MPa at 28 Days, or be

Mixed to 1 Part Cement, 4 Parts Sand & 5 Parts Coarse

Aggregate, as per SANS 10400 Part H Section HH2.2

4. Continuous Strip Foundations are to be a Min. Thickness of 200m,

as per SANS 10400 Part H Section HH2.3

5. Continuous Strip Foundations are to be a Min. Width of 600mm for

Load Bearing Walls & Free Standing Walls, as per SANS 10400

Part H Section HH2.4(a).

6. Continuous Strip Foundations for Non Load Bearing Internal Walls

are to be a Min. Width of 400mm, as per SANS 10400 Part H

Section HH2.4(b)

PART J: FLOORS

1. All Floors in any Wetcore Service Rooms are to Contain Relevant

Water Proofing & Water Resistance in Compliance with SANS

10400 Part J Section 4.2, as per SANS 10400 Part J Section 4.1(a)

2. Slabs Supported by the Ground are to be Rationally Designed in

Accordance with SANS 10400 Part B, as per SANS 10400 Part J

Section 4.1(c)

3. Floors Supported by the Ground Shall be Designed by a

Competent Person in Accordance with SANS 10109-1, as per

SANS 10400 Part J Section 4.4.1(a)

4. Floors Supported by the Ground Shall not Exceed a Slope of more

the 4mm:1m as per SANS 10400 Part J Section 4.4.3

5. Polyolefin Underfloor Membranes to have a Min. Thickness of 250

um & Implemented in Accordance with SANS 10400 Part J Section

4.4.4

6. Filling Beneath Floors are to be Moistened before Application at a

Max. of 100mm Layers for Hand Compaction & 150mm Layers for

Compaction through Mechanical Means. Layers are to be

Compacted before the next Layer is Added, as per SANS 10400

Part J Section 4.4.6

7. All Fill Exceeding 400mm in Depth Shall be Designed & Inspected

by a Competent Person, as per SANS 10400 Part J Section 4.4.7

PART U: REFUSE DISPOSAL

1. N/A

PART V: SPACE HEATING

1. Space Heating is to Satisfy SANS 10400 Part V Sections 4.2 to 4.4

as Depicted on the Plans or otherwise Noted below, as per SANS

10400 Part V Section 4.1

2. Chimneys Shall be Designed & Erected from Non Combustible

Materials in a Manner that will Not Cause a Fire Hazard to

Adjacent Material, as per SANS 10400 Part V Section 4.3.1(a)

3. Combustible Materials, Such as Timber Floor Joists, Trimmer or

Roof Truss, Shall not be Built within 200mm of Either Side of the

Chimney, as per SANS 10400 Part V Section 4.3.1(c)

4. Every Fireplace Used for the Burning of Solid Fuel is to have a

Hearth Made of Non-Combustible Material of Adequate Thickness,

as per SANS 10400 Part V Section 4.4.1

5. Hearths Shall not Extend Less than 500mm in Front of The Grate

or Fire Basket & Not Less than 300mm Beyond Each Side of the

Grate or Fire Basket, as per SANS 10400 Part V Section 4.4.2

PART W: FIRE INSTALLATION

1. N/A

PART X: ENVIRONMENTAL SUSTAINABILITY

PART XA: ENERGY USAGE IN BUILDINGS

1. All Hot Water Service Pipes Shall be Clad With Insulation with a

Minimum R-Value in Accordance with Table 1, as per SANS 10400

Part X & Part XA Section 4.1.3, as Stated Below

Internal Diameter of Pipe Minimum R-Value

<80mm 1,00

>80mm 1,50

2. Energy Usage & Building Envelope Requirements are to be

Satisfied with Regards to the Requirements of SANS 204, as per

SANS 10400 Part X & Part XA Section 4.2.1(b)

3. External Non-Masonry Walls Shall Achieve a Minimum R-Value of

1,9 for Climatic Zone 5, as per SANS 10400 Part X & Part XA

Section 4.4.3.1

4. All External Masonry that does Not Consist of Double Skin

Masonry with No Cavity, Plastered Internally & Rendered

Externally, or Single Leaf Masonry Walls with a Nominal Wall

Thickness of 140mm (Excluding Plaster & Rendering), Plastered

Internally & Rendered Externally, as per SANS 10400 Part X & Part

XA Section 4.4.3.2(a) & (b), Shall Achieve a Minimum of R-Value

of 0,35 as per SANS 10400 Part X & Part XA Section 4.4.3.3

5. Fenestration Exceeds 15% of Nett Floor Area & Shall therefore to

Comply with the Fenestration Requirements of SANS 204, as per

SANS 10400 Part X & Part XA Section 4.4.4.2

6. Roof Assemblies are to Achieve a Min. Total R-Value of 2,7m²K/W

as per Table 7 of SANS 10400 Part X & Part XA Section 4.4.5.1

Metal Sheeting Roof Assemblies: Clay Tile Roof Assemblies:

Metal Sheeting = 0,36m²K/W Clay Tiles = 0.48m²K/W

Ceiling = 0,05m²K/W Ceiling = 0,05m²K/W

Insulation = 2,29m²K/W Insulation = 2.17m²K/W

TOTAL = 2,7m²K/W TOTAL = 2,7m²K/W

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LO

OR

PROPOSED ADD. & ALT.

TO 14B SECTIONAL

TITLE DWELLING

bath

bath bath

wc

whb

wc

wc

whb

shw

shw

shw

wc

whb

whb

PR

OP

OS

ED

N

EW

O

UT

DO

OR

BA

R A

RE

A B

ELO

W

PR

OP

OS

ED

N

EW

P

ER

GO

LA

PR

OP

OS

ED

NE

W R

OO

F

EX. UNIT 14B DBL.

GARAGE ROOF

EX. UNIT 14A DBL.

GARAGE ROOF

Line of W

all B

elow

EX. OUTDOOR

PATIO

PR

OP

OS

ED

N

EW

LA

ND

SC

AP

ED

W

AL

KW

AY

ERF 276 OF

DURBAN

PORTION 9 OF

ERF 276 OF DURBAN

PORTION 15 OF

ERF 276 OF DURBAN

PO

RT

IO

N 4 O

F

ER

F 276 O

F D

UR

BA

N

PO

RT

IO

N 3 O

F

ER

F 276 O

F D

UR

BA

N

PO

RT

IO

N 17 O

F

ER

F 276 O

F D

UR

BA

N

PORTION 10 OF

ERF 276 OF DURBAN

PORTION 16 OF

ERF 276 OF DURBAN

PORTION 11 OF

ERF 276 OF DURBAN

ER

F 268 O

F

DU

RB

AN

PO

RT

IO

N 7 O

F

ER

F 274 O

F D

UR

BA

N

PO

RT

IO

N 10 O

F

ER

F 274 O

F D

UR

BA

N

SITE PLAN

Scale 1:100

SITE PLAN

Scale 1:100

Ex. Paved Walkway

Ex. Paved Walkway

Ex. M

unicipal

SW

C

ulvert

LP

Ex. Loffelstein Retaining Wall

PROPOSED NEW

STAIR UP

Ex. Brick & Palisade Boundary Wall Ex. Brick & Palisade Boundary Wall

Ex. Wire

& P

ost Fence

Ex. Wire

& P

ost Fence

Ex. Retaining Wall

Ex. B

rick B

oundary W

all

Ex. B

rick B

oundary W

all

Ex. Retaining Brick Boundary Wall

Ex. Retaining Brick Boundary Wall

72,30

s

pb

s

Ex. Step Up

Ex.SW

Drain

Ex.RE

Ex.Sewer

MH

Ex.Sewer

MH

Ex.Municipal

Sewer Connection

Ex.VP

Ex. S

tep U

p

Ex.GieEx.SSEx.GieieEx.SSie ie

ex.rwdp ex.rwdp

ex.rwdp

ex.rw

dp

ex.rwdp

Ex.SW Discharge

to Driveway

Ex.SW

Drain

Ex.Municipal

SW Connection

ex.rwdp

New

G 01

ie

Ex.

VP

ex.rw

dp

ex.rw

dp

EX. ENT.

GATE

LA

WN

LA

WN

STAIR NOTE:

Riser - 175

Tread - 250

Depth : - 469

I.L : 70,326

C.L : 70,795

EX. RE

Depth : - 2509

I.L : 70,386

C.L : 72,895

NEW RE 01

ie

Ex. R

etaining B

rick B

oundary W

all

Ex. R

etaining B

rick

Boundary W

all

ieie

Ex.RE

ie

4450

1830

11480

4760

11480

NEW

RE 01

Ex.RE

ie Ex.G

DATE

SCALE

DRAWN

REVISION

DWG NO.

PROJECT TITLE:

CLIENT:

DRAWING DISCRIPTION:

1:100

Mr & Mrs Hugkulstone

CJ

SACAP Registration No: CSAT2087322 High Street, New Germany, 3610tel: (031) 705 9719, cell: (071) 808 1460

ARCHITECT:

Proposed Additions & Alterationsto 14B Riverview Road,PORTION 9 of ERF 276 of DURBAN

Site Plan

HHKL/005/SP0010

12 July 2013

Client: Tracey Hugkulstone

Calvin Jackson

N

O

R

T

H

CHECKED GARETH NEZARReg. # Pr.Arch20694

ISSUED FOR SUBMISSION

Body Corporate: