663 664 - JDA

61

3

66

0

66

2

66

3

66

4

61

5

61

6

61

8

62

0

62

2

62

3

62

5

1/2

84

7

65

9

61

2

61

4

61

7

61

9

62

1

62

4

62

7

66

1

28

47

28

59

29

00

61

8

TXJ J

M05

TXJ JM02

TXJ JM07

TXJ

409

5-a-side soccer pitch

Overhead structure

Precast

concrete

blocks/steps

Existing tennis

courts

P2: Safety

rubber

(10mm low

impact for

workout area)

Seating wall

Workout

equipment

P3: Safety

rubber

(50mm high

impact for play

area)

P3: Safety

rubber

(50mm high

impact for play

area)

Community

garden

Walkway

Tables + chairs withoverhead canopies

Lawn

4

312

2

310

2b

312

2a

312

2

312

1

311

Existing fence

2a

312

2a

312

2b

312

2a

31

2

1

312

3

311

Existing water

tanks + solar

panels

440mm wide Raised seating wall

(Refer to detail 1 | 311)

Vanstone Eureka Bench 37

1600 x 500e x 500mm ,

colour: Smooth natural grey concrete.

300

HARD LANDSCAPE: Paving & Surfaces

LEGEND:

HARD LANDSCAPE: walls & fencing

(refer to engineer's details and specifications

HARD LANDSCAPE: Furniture & lighting

Solar lights 7

(to specification)

Wilson Stone Fairground Swing litter bin 6

Park signage with drinking fountain 1

(Refer to detail 1a | 310)

Precast concrete blocks/steps

(refer to detail 1 | 312)

Clearvu fence as per

manufacture's specifications

Pre-cast tree ring in lawn 19

Refer to detail 3b | 311

Vanstone Eureka Table 1600 x 800 x 800 10units

Finish: Smooth natural grey concrete.

Refer to detail 2a | 310

P2: Safety rubber

(10mm low impact for workout area) 275m²

SOFT LANDSCAPE: REFER TO LAYOUT 200 m² qty

Lawn 3000m²

Kikuyu instant lawn sods

Community garden planters 35m² (total)

New trees 40

P3: Safety rubber

(50mm high impact for play area) 540m²

P1: General walkways 1455m²

Bosun 200x100x50 Bevel Bond paver

Colour: Autumn blend

Basket weave pattern

Pedestrian Security gates

design and supplied to 1unit

manufacturer's detail

P2

P1.1: Edging 185m²

Bosun 200x100x50 Bevel Bond paver

Colour: Granite

Header course pattern

P3

Balustrade

page type

drawing title

No.

DATE REVISION

Copyright vests in KWPCREATE. All Rights Reserved

project name

discipline

project description

scale drawn

checkeddate

drawing number

00.00_L/XXX

A1

LANDSCAPE REFERENCE PLAN

1:250 (A1)

2020-10-28

ML

ML

EASTERN GATEWAY_OVAL PARK

KWPCREATE (Pty)Ltd Registration Number 83 / 06223 / 07

NOTE:

1. ALL LEVELS AND DIMENSIONS TO BE CHECKED ON SITE PRIOR

TO THE COMMENCING OF WORK.

2. ALL WORK TO BE IN ACCORDANCE WITH THE NATIONAL

BUILDING REGULATIONS (SANS 10400) AND LOCAL-AUTHORITY

BY-LAWS.

3. CONTRACTORS MUST VERIFY ALL DIMENSIONS AND LEVELS ON

SITE BEFORE COMMENCING OF WORK. LANDSCAPE ARCHITECT

TO BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY.

4. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL THE

RELEVANT DRAWINGS AND SPECIFICATIONS.

5. THE CONTRACTOR MUST OBTAIN THE LANDSCAPE ARCHITECT'S

WRITTEN CONFIRMATION OF ANY INSTRUCTIONS WHICH

INVOLVE A VARIATION TO THE CONTRACT BEFORE PUTTING

THE WORK IN HAND.

LANDSCAPE ARCHITECTURE

INITIALS AND SURNAMESACLAP: 00000

stage

4: DOCUMENTATION + PROCUREMENT

Pretoria 181 Blackwood Street Arcadia 0083 PO Box 332

Groenkloof 0027 Tel +27(0)123439141 Fax +27(0)12343952 4

Kempton Park Law Chambers 20 Central Avenue PO Box 3789

Kempton Park 1620 Tel +27(0)119703343 Fax +27(0)119703342

Nelspruit 3 Zebrina Crescent West Acres PO Box 187 9

Nelspruit 1200 Tel +27(0)137412188 Fax +27(0)7412188

architects

urban designers

landscape architects

project managers & mentors

[email protected]

www.kwpcreate.com

+27 (0) 12 343 9141

C:\Users\KWPcreate\Google Drive\KWPCREATE_PROJECTS\EG\CAD\20.31_L_PEU_OVAL PARK 02.11.2020.dwg

drawing status

LEGEND

FOR MORE DETAILED SPECS REFER TO

THE BILL OF QUANTITIES +

GENERAL SPECIFICATIONS DOCUMENTS

TENDER CONSTRUCTION

path name

INFORMATION

20.31/L/100_001_T

01

29.10.2020

Addition of pavilion canopy

Insitu soil

1600

800

Compacted backfill in layers of150mm @ 93 % MOD AASHTO

550 x 200 25 MPaconcrete footing

2xY10 rebar anchors

500

410

800

120

OVA

L

FRANKE combination wash hand basin and drinkingfountain, product code 359206. Grade 304 Stainlesssteel. Unit to be recessed 175mm into the wall with a40mm concealed waste outlet. Basin to be fitted witha self closing metering bib tap at the top of the unitwith fixing lugs to secure the basin into the wall. Unitto be supplied with a Walcro 101 metering tap.

Leave sufficient recessed space when casting thewall as well as a sleeve for the supply and waste pipe.

300 Recessed lettering. 19mm thick letters to belaser cut from 19mm MDF board, properly sealedwith three coats of approved marine varnish, to beused as shuttering.

1000 500

1145

2000

In-situ cast reinforced 25 mPA concrete.Reinforcing as per ENG details.

25-50mm crushed stone

50Ø Waste pipe ending in soakaway pit.

Layer of geotextile

Compacted soil

In-situ cast reinforced concretefooting. Size and reinforcing asper ENG details.

100

100

park

100

500 780

varies

20

520

2000

1850

Scale: 1:20

Signage/drinking fountain

1a

Scale: 1:20

Signage/drinking fountain

1b

Scale: 1:20

Table + benches

2a

Scale: 1:20

Table detail

2c

Scale: 1:20

Bench detail

2d

2d

310

600

160071

0

100

1600

710

600

500

800

410

710

500

410

300300

Vanstone Eureka Bench 1600mm long x 500mm wide x500mm high, colour: Smooth natural grey concrete.

Top edge chamfered all around.Concrete 30MPa steel reinforced.

Vanstone Eureka Bench1600 x 500 x 500mm,

colour: Smooth natural grey concrete.Top edge chamfered all around.

Concrete 30MPa steel reinforced.

Vanstone Eureka Table1600 x 800 x 800mm

Finish: Smooth natural grey concrete.Top edge chamfered all around.


Bosun 200x100x50 Bevel Bond paverColour: Autumn blend, Basket weave pattern


550 x 200 25 MPa concrete footing asper engineer's detail

Compacted backfill in layers of150mm @ 93 % MOD AASHTO

Y10 rebar anchor

500 300 500300

1600

1600

Scale: 1:20

Table + benches_plan view

2b

Canopy to architect's detail

page type

drawing title

No.

DATE REVISION


project name

discipline

project description

scale drawn

checkeddate

drawing number

00.00_L/XXX

A1

DETAIL SHEET 1

1:20 (A1)

2020-10-28

ML

ML



NOTE:





BY-LAWS.









THE WORK IN HAND.



stage








architects

urban designers



[email protected]

www.kwpcreate.com

+27 (0) 12 343 9141


drawing status

TENDER CONSTRUCTION

path name

INFORMATION

20.31/L/310_000_T

2500mm high, 50-60 Ø treated eucalyptus tree stake driven 500mminto the soil.

Compacted planting medium at base of tree to 85% MOD AASHTO

Tree as per plant specification

Tree pit backfilled with planting medium

Tie each tree to tree stakes with two steel wires, sleeved in a300mm long plastic hose-pipe section, just below the branches.

50mm thick 15-19mm gravel

Lawn

Tie each tree to tree stakes with two steel wires, sleeved in a300mm long plastic hose-pipe section, in the middle of the trunk.

1340

1000

1500

Geotextile layer with 20% overlap if necessary.

1500mm Vanstone Light Tree Ring - quartersOutside diam: 1500mm, Inside diam: 1340mmSold in quarter segments, Product code: P2-2801

80mm 1:4 cement / river sand mixture

30 80

2500mm high, 50-60 Ø treated eucalyptus tree stake driven 500mminto the soil.

Compacted planting medium at base of tree to 85% MOD AASHTO

Tree as per plant specification

Tree pit backfilled with planting medium

Tie each tree to tree stakes with two steel wires, sleeved in a300mm long plastic hose-pipe section, just below the branches.


Tie each tree to tree stakes with two steel wires, sleeved in a300mm long plastic hose-pipe section, in the middle of the trunk.

1250

970

1445


Bosun 200x100x50 Bevel Bond paverColour: Granite, Header course pattern on200 x 100 20MPa concrete footing with admixture mortar

Compacted backfill according to ENG specification

50

75

10mm anti slip hard wearing rubber surface

100mm In-situ 20 MPa wood troweledconcrete base

Compaction layers accordingto ENG specification

500

Corobrik Fynbos Rooi FBA laid in stretcherbond with 12mm square raked joints.

220mm brickforce on every 3rd row


550

Scale: 1:20

Tree hole within lawn

2a

Scale: 1:20

Tree hole within paving

2b

Corobrik Fynbos Rooi FBS single bullnose on edge with12mm concave joints embedded on admixture mortar.

(Bullnose facing outside)

Corobrik Fynbos Rooi FBS laid in stackbond with 5mm square raked joints.

155

100

50

Scale: 1:20

Seating wall at gym area

1

Bosun 200x100x50 Bevel Bond paverColour: Granite, Header course pattern on200 x 100 20MPa concrete footing with admixture mortar


Compacted backfill in layers of 150mm@ 90% MOD AASHTO

Scale: 1:20

Typical walkway detail

3

page type

drawing title

No.

DATE REVISION


project name

discipline

project description

scale drawn

checkeddate

drawing number

00.00_L/XXX

A1

DETAIL SHEET 2

1:20 (A1)

2020-10-28

ML

ML



NOTE:





BY-LAWS.









THE WORK IN HAND.



stage








architects

urban designers



[email protected]

www.kwpcreate.com

+27 (0) 12 343 9141


drawing status

TENDER CONSTRUCTION

path name

INFORMATION

20.31/L/311_000_T

Scale: 1:20

Retaining blocks/seats

1

942,47

420

Infraset precast concrete Embankment SeatingSystem® TYPE 4 consisting of a grey hollow

seat block, dry stacked at 26,56° on 75mmscreed to embankment, including stairs and

aisles.

Infraset precast concrete EmbankmentSeating System® TYPE 4 consisting of a

grey hollow aisle block, dry stacked at 26,56°on 75mm screed to embankment, including

stairs and aisles.

Scale: 1:20

Retaining blocks/seats

2

330400

27°

775

866

866

60mm x 8mm Galvanised steel flat bar

Ø16mm Galvanised steel round bar

Ø50mm x 2mm thick Galvanised steelround tube

Ø50mm x 2mm thick Galvanised steelround tube with painted finish spaces

1600mm c.c

60mm x 8mm Galvanised steel flat bar

1000

1600

100

200

100

100x150x10mm galvanised Galvanised steelbase plate with 4x M12,

90mm bolts fixed to concrete retaining wall

Ø 50 x 2mm mild steel round tubing with paint finish to Architect'sspecification

100x150x10mm galvanised mild steel base plate with 4x M12,90mm bolts fixed to concrete footing, below paving level


50 x 10mm mild steel support pin/ rod with paint finish to Architect'sspecification

1100

1100 3

312

Scale: 1:20

Ballustrade detail

3

330

930

200 x 600 Concrete foundation @ 25MPa strength withreinforcement to Structural Engineer's detail.

150mm Layers Compacted backfill @ 90% MOD AASHTOto Civil Engineer's specification.

222 x 106 x 73mm Common Clay Stock Brick planterwallwith 10mm flush joints with brick on edge coping50

0

1600

220 1160

Planting and topsoil to specification



Scale: 1:20

Community garden planter

4


Concrete infill to engineer's spec

1100

420

Infraset precast concrete Embankment SeatingSystem® TYPE 4 consisting of a grey hollow

seat block, dry stacked at 26,56° on 75mmscreed to embankment, including stairs and

aisles.



stairs and aisles.

330400

27°

775

866

866

Concrete infill on ends

400

400mmx300mm 25MPa RC TOE BLOCKAs per engineer's detail

400mmx300mm 25MPa RC TOE BLOCKAs per engineer's detail

Bagwash finish the interior face with three coats ABESuper Laykold waterproofing on ABE Laykold primer

as per manufacturer's specification

Bagwash finish the interior face with three coats ABESuper Laykold waterproofing on ABE Laykold primer asper manufacturer's specification

page type

drawing title

No.

DATE REVISION


project name

discipline

project description

scale drawn

checkeddate

drawing number

00.00_L/XXX

A1

DETAIL SHEET 3

1:20 (A1)

ML

ML



NOTE:





BY-LAWS.









THE WORK IN HAND.



stage








architects

urban designers



[email protected]

www.kwpcreate.com

+27 (0) 12 343 9141


drawing status

TENDER CONSTRUCTION

path name

INFORMATION

2020-10-28

20.31/L/312_000_T

61

3

66

0

66

2

66

3

66

4

61

5

61

6

61

8

62

0

62

2

62

3

62

5

1/2

84

7

65

9

61

2

61

4

61

7

61

9

62

1

62

4

62

7

66

1

28

47

28

59

29

00

61

8

TXJ J

M05

TXJ JM02

TXJ JM07

TXJ

409

5-a-side soccer pitch

Overhead structure

Precast

concrete

blocks/steps

Existing tennis

courts

P2: Safety

rubber

(10mm low

impact for

workout area)

Seating wall

Workout

equipment

P3: Safety

rubber

(50mm high

impact for play

area)

P3: Safety

rubber

(50mm high

impact for play

area)

Community

garden

Walkway

Tables + chairs withoverhead canopies

Lawn

Existing fence

Existing water

tanks + solar

panels

Existing trees

TREES(200L Trees: 2500mm stem height and 2000mm wide crown after planting with stemdiameter of 80-100mmmeasured 300mm above soil level.)

Ilex mitis (200ℓ) 6

Harpephyllum caffrum (200ℓ) 10

Kiggelaria africana (200ℓ) 10

Celtis africana (200ℓ) 8

Combretum erythrophyllum (200ℓ) 10

Beetroot seedlings @ 6/m² 20m² 120

Cabbage seedlings @ 6/m² 20m² 120

Spinach seedlings @ 6/m² 20m² 120

Tomato seedlings @ 6/m² 20m² 120

Chilli seedlings @ 6/m² 10m² 60

Pumpkin seedlings @ 3/m² 10m² 30

Butternut seedlings @ 3/m² 10m² 30

Onion seedlings @ 12/m² 15m² 180

Celery seedlings @ 12/m² 10m² 120

Carrot seedlings @ 12/m² 20m² 240

SOFT LANDSCAPE: m² qty

Lawn 3000m²

Kikuyu instant lawn sods

page type

drawing title

No.

DATE REVISION


project name

discipline

project description

scale drawn

checkeddate

drawing number

00.00_L/XXX

A1

SOFT LANDSCAPE PLAN

ML

ML


NOTE:





BY-LAWS.









THE WORK IN HAND.



stage








architects

urban designers



[email protected]

www.kwpcreate.com

+27 (0) 12 343 9141


drawing status

LEGEND




TENDER CONSTRUCTION

path name

INFORMATION

1:250 (A1)

2020-11-02


20.31/L/200_000_T

61

3

66

0

66

2

66

3

66

4

61

5

61

6

61

8

62

0

62

2

62

3

62

5

1/2

84

7

65

9

61

2

61

4

61

7

61

9

62

1

62

4

62

7

66

1

28

47

28

59

29

00

61

8

TV

TV

TV

TV

TV

TV

TV

25mm. AQUA PLASTIC TURF VALVE TO BE

INSTALLED ACCORDING TO DETAIL 10

TV

32mm WATER CONNECTION POINT 110L/MIN TO

65L/MIN

50mm. H.D.P.E PIPE PE100 CLASS 8 (SABS) TO

BE INSTALLED 500mm BELOW THE SURFACE

110mm. SLEEVE TO BE INSTALLED TO THE

CIVIL ENGINEER SPECIFICATIONS (By Others)

ALL SLEEVES NEED TO BE CLEARLY

MARKED WITH A FLAG AND A DRAW WIRE

MUST BE SUPPLIED. A MINIMUM DEPTH OF

500mm

page type

drawing title

No.

DATE REVISION


project name

discipline

project description

scale drawn

checkeddate

drawing number

00.00_L/XXX

A1

IRRIGATION PLAN

ML

ML


NOTE:





BY-LAWS.









THE WORK IN HAND.



stage








architects

urban designers



[email protected]

www.kwpcreate.com

+27 (0) 12 343 9141


drawing status

LEGEND




TENDER CONSTRUCTION

path name

INFORMATION

1:250 (A1)

2020-11-02


20.31/L/400_000_T

A

B

C

D

E

F

G

H

I

J

1 2

4500

4000

2000

600

703

Precast concrete bench to Landscape architect

703

600

Precast concrete table to Landscape architect

Line of roof above

Factory made steel frame to engi's spec

Platform to Landscape architect

30000

8293

10198

Section 3

---

GROUND FLOOR

0

ROOF LEVEL

2650

1 2

2102

800

866

0.58mm THICK Z200 CHROMADEK FINISHED FLASHING

220

75

15

A B4066

1500

160 160 160

110

150

150

140

150

140

150

160

160

R 25

R 30

R 35

R 40

R 45

R 50

R 55

R 60

R 65

R 70

NOTE: RADIUS OF PERFORATION TO INCREASE IN SEGMENTS OF 5mm, 10 CIRCLES PER COLUMN. PERFORATION TO BE PERFORMED BY CONTOUR CUTTING OR CONTOUR MILLING PROCESS IN A CNC MACHINE.

PLEASE REFER TO THE MANUFACTURER'S CUTTING SPECIFICATIONS.

SHEETS SUPPLIED IN LENGTHS OF 3 050mm. SHEET TO NOT BE CUT THROUGH THE PERFORATIONS

NOTE

1. ALL LEVELS AND DIMENSIONS TO BE CHECKED ON SITE PRIOR TO THE COMMENCING OF WORK.

2. ALL WORK TO BE IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS (SANS 10400) AND LOCAL AUTHORITY BY-LAWS.

3. CONTRACTORS MUST VERIFY ALL DIMENSIONS AND LEVELS ON SITE BEFORE COMMENCING OF WORK.

4. THE ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY.

No. DATE REVISION

Copyright vests in KWP. All Rights Reserved.

DRAINAGE NOTE:

BATH 50mm Ø WPSINK 50m Ø WPWHB 40mm Ø WP, 2 x WHB 50mm Ø WP'sSHOWER 50mm Ø WPWC 110mm Ø SPSEWER PIPES 110mm Ø AMD 150mm Ø PVCFALL 1:60 TO MUNICIPAL CONNECTION POINTALL CE's TO GROUND LEVEL2-WAY VENT VALVES TO STUB STACKSANTI-VAC TRAPS TO ALL FIRST FLOOR WHBALL WORK TO COMPLY TO SABS 0400MINIMUM INVERT LEVEL = 450mm (MIN) BELOW NGLIE's TO ALL SEWER PIPE TURNS AND BENDSDRAINAGE TO COMPLY WITH SANS 10400-P

GAS NOTE:

GAS INSTALLATION TO COMPLY WITH SANS 10087 PART 1

GLAZING NOTE:

NOMINAL GLASS THICKNESS: MAXIMUM PANE SIZE:

3mm - 0,75 m²4mm - 1,5 m²5mm - 2,1 m²6mm - 3,2 m²

GLAZING TO COMPLY WITH SANS 10400-N. 6mm SAFETY GLASS TO ALL GLASS DOORS. ALL SAFETY GLASS TO HAVE MARKERS. OBSCURE GLASS IN ALL BATHROOM WINDOWS

GEYSER NOTE:GEYSER INSTALLATION TO COMPLY WITH SANS 10254SOLAR HOT WATER HEATING SYSTEM TO COMPLY WITH SANS 10106 AND SANS 1307. THE INSTALLATION THEREOF TO COMPLY WITH SANS 10254

AREAS:

project name page type

discipline

project description

drawing name

phase

scale

date

drawing number

drawn

checked

[email protected]

www.kwpcreate.com

+ 27 (0) 343 9141

architects

urban designers


project managers &

mentors

KWPCREATE (Pty) Ltd Registration Number 83 / 06223 / 07

P r e t o r i a 1 8 1 B l a c k w o o d S t r e e t A r c a d i a 0 0 8 3 P O B o x 3 3 2

G r o e n k l o o f 0 0 2 7 T e l +27(0) 1 2 3 4 3 9 1 4 1 F a x +27(0) 1 2 3 4 3 9 5 2 4

K e m p t o n P a r k 1 6 2 0 T e l +27(0)11 9 7 0 3 3 4 3 F a x +27(0)11 9 7 0 3 3 4 2

K e m p t o n P a r k C e n t r a l P r o f. S u i t e 2 0 C e n t. A v e P O B o x 3 7 8 9

N e l s p r u i t 3 Z eb r i n a C r e s c e n t W e s t A c r e s P O B o x 1 8 7 9

N e l s p r u i t 1 2 0 0 T e l + 2 7 (0) 1 3 7 4 1 2 1 8 8 F a x + 2 7 (0) 7 4 1 2 1 8 8

A1

ARCHITECTURE

Engineer signature

Client signature

As indicated

ADP/TN

EASTERN GATEWAY

OVAL PARK

STAGE 4

29/10/2020

TN

ADP

17.14/101 REV 02

SHADE STRUCTURES

17.14_PEU EASTERN GATEWAY

SHADE STRUCTURESN

SCALE 1 : 100

GROUND FLOOR

SCALE 1 : 50

SECTION 1

SCALE

REAR VIEW

SCALE

FRONT VIEW

3mm thick DIBOND composite sun screen sheets

Charcoal painted 200 x 100mm steel IPE column to be confirmed by engineer. 1 coat oxide and 2 coats enamel paint

Charcoal painted steel frame made from 200 x 100mm steel IPE sections to be confirmed by engineer. 1 coat oxide and 2 coats enamel paint

0.5mm thick Charcoal chromadek finished Klip-tite roof sheeting

150 x 50mm charcoal painted lipped channel purlins spaced @ 1 400mm c/c max.


3mm thick DIBOND composite sun screen sheets fixed to lipped channelsPrecast concrete table to Landscape

architect

Precast concrete bench to Landscape architect


100 x 170 x 0.5mm thick Charcoal chromadek finished purpose-made flashing


Charcoal painted steel frame made from 200 x 100mm steel IPE sections to be confirmed by engineer.1 coat oxide and 2 coats enamel paint

SCALE 1 : 10

FLASHING DETAIL

SCALE 1 : 20

DIBOND DETAIL

150 x 50mm charcoal painted lipped channel supports spaced @ 1 400mm c/c max.

REVISION A

A 29/10/2020 Addition of lipped channel to support DiBond board.

312

1

312

Overhead structure

Pre

cast

concre

teblo

cks/s

teps

2847

2b

312

2a

312

1

312

L K

2250

400

Charcoal painted steel frame made from 200 x 100mm steel IPE sections to be confirmed by engineer. 1 coat oxide and 2 coats enamel paint


150 x 50mm charcoal painted lipped channel purlins spaced @ 1 400mm c/c max.


Precast concrete embarkment to Landscape architect's specification

NGL NGL

0.58mm thick Z200 Chromadek finished flashing

Charcoal painted steel column made from 200 x 100mm steel IPE sections to be confirmed by engineer. 1 coat oxide and 2 coats enamel paint

2865

Ground filling to Landscape architect's details

317.14/102

3 4

L

K

SECTION 4

17.14/102

2250

5 6 7 84000 4000 4000 4000 4000

20000

650 650

Retaining wall @ a height of 935mm above ground level

1 100mm high stainless steel balustrade fixed to retaining wall to

detail

1 100mm high stainless steel balustrade fixed to retaining wall to

detail

Retaining wall @ a height of 935mm above ground level

SOCCER FIELD

TENNIS COURT

Outline of roof sheeting above

Charcoal painted steel frame made from 200 x 100mm steel IPE sections to be confirmed by

engineer. 1 coat oxide and 2 coats enamel paint

330 10739 330

330

1563

1893

330 3870

1567 330

1897

12684

330

13014

4200

4073

4060

K

Precast concrete embarkment to Landscape architect's specification

Charcoal painted steel column made from 200 x 100mm steel IPE sections to be confirmed by engineer. 1 coat oxide and 2 coats enamel paint

Concrete footing to engineer's specs

Steel coulmn fixed to steel plate to engineer's specifications

400

Ground filling to Landscape architect's details

NOTE





No. DATE REVISION


DRAINAGE NOTE:


GAS NOTE:


GLAZING NOTE:


3mm - 0,75 m²4mm - 1,5 m²5mm - 2,1 m²6mm - 3,2 m²



AREAS:


discipline

project description

drawing name

phase

scale

date

drawing number

drawn

checked

[email protected]

www.kwpcreate.com

+ 27 (0) 343 9141

architects

urban designers


project managers &

mentors








A1

ARCHITECTURE

Engineer signature

Client signature

As indicated

ADP/TN

EASTERN GATEWAY

OVAL PARK

STAGE 4

29/10/2020

TN

ADP

17.14/102

PAVILION SHADE STRUCTURES


SHADE STRUCTURES

SCALE 1 : 50

SECTION 4

SCALE 1 : 100

FLOOR PLAN

SCALE 1 : 20

COLUMN FIXING DETAIL

N

SCALE

PAVILION SHADE STRUCTURE

Charcoal painted steel frame made from 200 x 100mm steel IPE sections to be confirmed by

engineer. 1 coat oxide and 2 coats enamel paint

Corobrik Fynbos Rooi FBA laid in stretcher bond with 12mm square raked joints. Wall

to be 935mm above ground level

1 100mm high stainless steel balustrade 2D (uniform matt finish) mill finished with 50dia round handrail and post@ 1 000mm c/c

spacing max. End caps with similar finish, to be used to conceal fixings to retaining wall. 135dia x 10mm thick surface mounting plate


0.58mm thick Z200 Chromadek finished flashing

1040

220600220

1040

220

600

220

GRID INLET PLAN VIEWSCALE 1:20

PRECAST BARRIER KERB (FIG.3) AS

PIPE

DIRECTED BY THE ENGINEER

2000

JOINT

MIN.

1085

1/2

O.D. +

735

FLOW

A

INLET CHANNEL

ROAD EDGE

200

180

K

K

CHANNELKERBS &

ROAD SLOPE

TRANSITION

VARIES ACCORDING TO 230

JOINT

J

J

125

ó

FLOW

230

750

MIN.

BJOINT

MIN 1200K.I. CHAMBER

2000 SLAB "B"

230

230 B

230

JOINT

SUPPORTINTERMEDIATE

450

APRO

N210

600

25

PRECAST COVER SLABS

MULTIPLES OF 2000SLAB "B"

KERB INLET LENGTH

JOINT

FLOW

END SUPPORT

150

TRANSITION

1000

380

ó

DIA. O.D. A

KERBS & CHANNEL

KERB INLET PLANDETAILSCALE 1:25

ó

DIRECTION OF FLOW

BENCHING

100

MIN.

FLOOR SLAB

PRECAST COVER SLAB "B"

360

100

23075

75 230 VARIES MIN. 1200 230 75

150 CONC. SLAB

VARIES

CHAM

BER

SECT

ION

150 CONC. SLAB

INLE

T

SECT

ION

R 50

600

I.LI.L

50 M

IN.

230mm BRICKWORK OR

200mm CONCRETE AS

DIRECTED

SECTION A-A

200 - 450

SLOPE 1 : 3

VARIES 425 - 450 125

END SUPPORT FOR COVER SLAB

SECTION J - J

120

R 40

120

SLOPE 1 : 3

R10R10

VARIES VARIES150-300

SECTION K - K

400

R 40

115 R 40

400

400

INTERMEDIATE SUPPORT

FOR COVER SLAB

RIP AND COMPACTINSITU MATERIAL TO 90%MOD AASHTO WITHIN 2% OFOMC

150mm THICK G5 MATERIALCOMPACTED TO 95% MODAASHTO WITHIN 2% of OMC.

NGL 25MPa/19mm CONCRETECHANNEL.

STEEL FLOATED SURFACEFINISH ACCURACY OFCONCRETE SURFACE II (BROOMDRAG)

OPEN CHANNEL TYPICALSECTION

SCALE 1:10

155

309

155

412412200 200

412 412

REINFORCEMENT MESHREF#193

1:5%

600x600mm SQUARE

PAVIING

1:21:2

COVER SLAB, 25MPa/19mm CONCRETECONERS TO BE CHAMFERED 25mm

1:5%

200

VAR

IES

BENCHING

DISHED GRATING AND FRAME INACCORDANCE WITH SABS 1115-1976

20mm 1:2 CEMENT / SAND SCREED(STEEL FLOATED)

220 600 2201040

150

1040

BRICK WALL PLASTERED ON THE INSIDE

TYPICAL SECTION THROUGH STORMWATERGRID INLET IN THE PAVEMENT.

SCALE 1:20

1:5%

600x600mm SQUARE

GRASS

1:21:2

COVER SLAB, 25MPa/19mm CONCRETECONERS TO BE CHAMFERED 25mm

1:5%

200

VAR

IES

BENCHING

DISHED GRATING AND FRAME INACCORDANCE WITH SABS 1115-1976

20mm 1:2 CEMENT / SAND SCREED(STEEL FLOATED)

220 600 2201040

150

1040


TYPICAL SECTION THROUGH STORMWATERGRID INLET IN THE LAWN.

SCALE 1:20

PLANTING SOIL PER LANDSCAPESPECIFICATIONS

MAIN WATER PIPE

100mm STORZ COUPLING

BEND 100 I.D. x 90'

HYDRANT TEE - PIECE

100 I.D. GALVANISED STEEL PIPE

NOTES1. PIPES TO BE WRAPPED WITH DENSO TAPE BELOW GROUNDHYDRANT TO BE PAINTED WITH UNDERCOAT AND TWO COATS2.MEDIUM RED PAINT.

ANCHOR BLOCK

FLOW RATE 20l/s.MINIMUM PRESSURE AT HYDRANT TO BE 300kPA AND MINIMUN 3.

FOR DISTRIBUTION MAINS LESS THAN 110mm USE 80mm4.GALVINIZED MEDIUM STEEL PRETORIA COUPLING.

440

169

1000

300

200

586

440

585

TYPICAL FIRE HYDRANTDETAILSCALE 1:25

NGL

687900

CHAM

BER

SECT

IONS

SECTION (NO STEPS)

MAX. C

HAMB

ER H

EIGH

T 2.0m

ABO

VE S

TART

ER S

ECTION

CEMENT MORTAR

250 HIGH STARTER

FOUNDATIONCONCRETE

STARTER RING

CHAMBER

COVER SLABADAPTORSPACERFRAME

COVER

SECTION

250

BENCHING

SECTION FOR LEFT FOOTBOTTOM RUNG OF EACH

1599

300

1227

976

159

256

1250.00

TYPICAL SEWER MANHOLEDETAILSCALE 1:25

STEP IRONS TO BE POSITIONEDOPPOSITE BENCHING

250x250 IN-SITUCONCRETE (CLASS 15/19)HAUNCHING CONTINUOUS

BEHIND KERBING ONCURVES AND ONLY ATJOINTS ON STRAIGHTS

WALKWAY (PAVEMENTBLOCKS TOARCHITECTURALSPECIFICATIONS)

30mm RIVER SAND OVER,USB GREEN UNDERLAYMEMBRANE

EXPANSION JOINT (10x10DEEP POLYURETHANESEALANT OVER 10mm THICKFIBRE BOARD)108

100

200

250 150

180

120

50

R20



PLANTING SOILPER LANDSCAPESPECIFICATIONS

GRASS PERLANDSCAPE

SPECIFICATIONS

50mm 15MPa CONCRETEBLINDING LAYER

FIG.3 BARRIER KERB CLASS 2519(1m LENGTH ON STRAIGHT LINEAND 0.3m LENGTHS ON CUVES)

70

TYPICAL KERB DETAIL FORPARKING AREA WITH LAWN

BEHINDSCALE 1:10

250x250 IN-SITUCONCRETE (CLASS 15/19)HAUNCHING CONTINUOUS

BEHIND KERBING ONCURVES AND ONLY ATJOINTS ON STRAIGHTS

WALKWAY (PAVEMENTBLOCKS TOARCHITECTURALSPECIFICATIONS)

30mm RIVER SAND OVER,USB GREEN UNDERLAYMEMBRANE

EXPANSION JOINT (10x10DEEP POLYURETHANESEALANT OVER 10mm THICKFIBRE BOARD)108

50

250 150

180

50

R20





70

TYPICAL KERB DETAIL FORPARKING AREA WITHWALKWAY BEHIND

SCALE 1:10

WALKWAY (PAVEMENTBLOCKS TO ARCHITECTURAL

SPECIFICATIONS)

30mm RIVER SAND OVER,USB GREEN UNDERLAY

MEMBRANE150mm THICK G5 MATERIALCOMPACTED TO 95% MOD

AASHTO WITHIN 2% of OMC.

120

300

300

150

120

180

125

FIG 3 PAVING KERB SABS 927 DETAILS

SCALE 1:5

180

280

140

140

75

SEMI-MOUNTABLEKERB FIG 7

SABS 927


FIG.12 BARRIER KERB CLASS 2519(1m LENGTH ON STRAIGHT LINEAND 0.3m LENGTHS ON CUVES)WALKWAY (PAVEMENT

BLOCKS TOARCHITECTURALSPECIFICATIONS)

GRASS PERLANDSCAPE

SPECIFICATIONSPLANTING SOIL PERLANDSCAPESPECIFICATIONS150mm THICK G7 MATERIALCOMPACTED TO 95% MODAASHTO WITHIN 2% of OMC.

RIP AND COMPACTINSITU MATERIAL TO 90%MOD AASHTO WITHIN 2% OFOMC TYPICAL KERB DETAIL

WITH WALKWAY THROUGHGRASS.

SCALE 1:10

NGLFPL

1 : 21 : 2

WORKS AT 300 C/C HORIZONTAL GMS STEP IRONS FOR MASONRY

20mm THICK 1 : 2 CEMENT/SAND SCREED

15MPa/38mm CONCRETE BENCHING

DEPTH ≤ 750 : 450x450DEPTH > 750 : 900x1200220 220


50 50

220220

VAR

IES

200

200

AND VERTICALLY (STAGGERED)

REF.888 WELDED STEEL MESH PLACED

MEDUIM DUTY CONCRETEMANHOLE COVER AND FRAME

150

TOP OF SLAB WITH 40mm CONCRETE COVER

REINFORCED WITH REF 888 WELDED STEEL MESHCLASS 30/19 CONCRETE COVER SLAB

OR SIMILAR APPROVED

TYPICAL SECTION THROUGH STORMWATERMANHOLE

REVISION TABLENO. DATE DESCRIPTIONID

DRAWING NOTES:

115 Bishop Square, Cnr 6th Road and LeogemPlace, Erand Gardens, MIdrand, 1687

DRAWING DESCRIPTION:

PROJECT NAME:

CLIENT:

PROJECT NUMBER:

CP053DRAWING DEVELOPMENT

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NAME:

SIGNATURE: _________ DATE:29/10/2020

DRAWING APPROVAL

ECSA NO: 20140318

DRAWING NO: SHEET NO: REVCP053-OVP-TPS-001 1 of 1 0

PM

TN

T. NEMARANZHE

PM

TEL - (011) 056 6990 MOBILE - 076 037 [email protected]

00 22/05/2020 FOR TENDERTN

TYPICAL CROSS SECTION

FOR COSTING

EASTERN GATEWAYOVAL PARK

AutoCAD SHX Text

DETAIL OF JOINT IN APRON

AutoCAD SHX Text

R20

AutoCAD SHX Text

R20

800

120

1600

710

100

1600

710

600

Vanstone Eureka Bench1600 x 500 x 500mm,

colour: Smooth natural grey concrete.Top edge chamfered all around.


Vanstone Eureka Table1600 x 800 x 800mm

Finish: Smooth natural grey concrete.Top edge chamfered all around.



RIP AND COMPACTINSITU MATERIAL TO 90%

MOD AASHTO WITHIN 2% OF OMC CANOPY TYPICAL SECTIONSCALE 1:50

5 x 150mm G7 MATERIAL LAYERSCOMPACTED TO 97% MOD AASHTO WITHIN2% OF OMC

IPE200 COL

IPE200 RAFTER

125 x 50 x 20 x 2.5 CFLC PURLINS

5591

13501350

13501350

269

190

3366

2695

200 550 550

200

550 550

200 25MPa RC CONCRETE200mmX550mm

IPE200 COL

5 x 150mm G7 MATERIALLAYERS COMPACTED TO97% MOD AASHTO WITHIN2% OF OMC

IPE 200 COL

300mm x 300mmRC CONCRETECOLUMN (25MPa)

HIGH STRENGTH35mm NON-SHRINKING

GROUT


MOD AASHTO WITHIN 2% OF OMC1000

CANOPY PAD FOOTINGDETAILSCALE 1:25

350 300 350

500 500

REFER TO DETAIL C04

60X60X10 ANCHOR PLATE300mm x 300mmRC CONCRETE COLUMN

4M16 FULL THREADEDHOLDING BOLTS

180

60 60

250

HIGH STRENGTH35mm NON-SHRINK GROUT

250x250x16mm THICK BASE PLATE,COMPLETE WITH 4M16 FULLYTHREADED HOLDING DOWN BOLTS

DETAIL NO C04:COLUMN-BASE CONNECTION

SCALE 1:10

IPE200COLUMN

96 54 54 96

16

35

200

1040

25 125 125

25300

2512

512

5

25

300

7550

5075

4M16 FULL THREADEDHOLDING BOLTS

250x250x16mm THICK BASE PLATE,COMPLETE WITH 4M16 FULLYTHREADED HOLDING DOWN BOLTS

300 B

B

40 50 35

125

250

405035

GL

125 x 50 x 20 x 2.5 CLFCcomplete with 4M16 Bolts

125 x 75 x 8 mm Unequal LegAngle fully welded to theBeam and complete with

8M12 Grade 8.8 Bolts

125 x 75 x 8 mm UnequalLeg Angle fully welded tothe Rafter and completewith 8M12 Grade 8.8 Bolts

DETAIL NO: C03APURLIN SPLICE

SCALE 1:10

6025

40

125 x 50 x 20 x 2.5CFLCPurlin bolted to the125 x 75mm Angle

SECTION B-BSCALE 1:10

40 50 40

130125 x 50 x 20 x 2.5 CLFC

Continuous Purlin

125 x 75 x 8 mm Unequal LegAngle fully welded to theBeam and complete with

4M12 Grade 8.8 Bolts

DETAIL NO C03B:PURLIN CONNECTION

SCALE 1:10

C

C

IPE 200 BEAM

IPE 180X191X18.8 BEAM

IPE 200 BEAM

1250 (Varies)

40x40x3 RSA Cleatwelded to sag angle,bolted to purlin with2M12 grade 8.8 bolts

120

40

DETAIL NO C05:TYPICAL SAG BARS DETAIL

SCALE 1:10

2570

25

12040

4040

40

40x40x3 RSA Cleatwelded to sag angle,bolted to purlin with2M12 grade 8.8 bolts

DD

SECTION D-DSCALE 1:10

120

125

3360

33

3360

33

1

K

OVA

L

park

5 x 150mm G5 MATERIALLAYERS COMPACTED TO97% MOD AASHTO WITHIN2% OF OMC (LAYERS TOSPREAD 200mm BEYONDFOUNDATION FOOTPRINT)

150 MIN


MOD AASHTO WITHIN 2% OF OMC

1000

520 480

25MPa RC (In-SITU CAST)

25MPa RC FOOTING

SIGNAGE /DRINKINGFOUNTAIN DETAIL

SCALE 1:25

238

2132

380

2750

200 200 1000 200 200

1800

350

500

550

50



RIP AND COMPACTINSITU MATERIAL TO 90%MOD AASHTO WITHIN 2% OF OMC

1x150mm G7 MATERIALLAYERS COMPACTED TO97% MOD AASHTO WITHIN2% OF OMC (LAYERS TOSPREAD 100mm BEYONDFOUNDATION FOOTPRINT)

25MPa/19mm CONCRETE.250mmx800mm

800

250

150mm THICK G7 MATERIALCOMPACTED TO 95% MOD AASHTO

WITHIN 2% of OMC.

SEATING TYPICAL SECTIONSCALE 1:25

100mm THICK 25MPa CNCRETE, WOODTROWELED COMPLETE WITH REINFORCEMENTMESH REF 193 AND 10mm EXPANSION JOINT

EVERY 3 METERS.

10mm ANTI SLIP HARDWEARING RUBBER

SURFACE.

COROBRICK FYNBOS ROOI FBS LAID IN STACKBOND WITH 5MM SQUARE RANKED JOINTS.

COROBRICK FYNBOS ROOI FBS SINGLEBULLNOSE ON EDGE WITH 12MM CONCAVE

JOINTS EMBEDDEDED ON ADMIXTURE MORTAR

1x150mm G7 MATERIALLAYERS COMPACTED TO97% MOD AASHTO WITHIN2% OF OMC (LAYER TOSPREAD 100mm BEYONDFOUNDATION FOOTPRINT)

25MPa/19mm CONCRETE.200mmx550mmx500mm



150mm THICK G7 MATERIALCOMPACTED TO 95% MOD AASHTO

WITHIN 2% of OMC.

VANSTONE EUREKA BENCH 1600mm LONG x 500mmWIDE x 500mm HIGH, COLOUR: SMOOTH NATURAL

GREY CONCRETE. TOP EDGE CHAMFERED ALLAROUND. CONCRETE 30MPa STEEL REINFORCED. 500

500

2Y10 REINFORCEMENTANCHORS

BOSUN 200X100X50 BEVEL BONDPAVER. COLOUR: AUTUMM BLEND,

BASKET WEAVE PATTERN

BENCH TYPICAL SECTIONSCALE 1:25

550

200

200 x 600 Concrete foundation @ 25MPa strength withreinforcement

150mm Layers Compacted backfill @ 90% MOD AASHTO

222 x 106 x 73mm Common Clay Stock Brick retainingwall with 10mm flush joints

500

1600

220 1160

Planting and topsoil to specification



1100

420

Infraset precast concrete Embankment SeatingSystem® TYPE 4 consisting of a grey hollowseat block, dry stacked at 26,56° on 75mmscreed to embankment, including stairs and

aisles.



stairs and aisles.

400

27°

775

866

866

1100 3

312

Canopy to architect's detailBalustrade, refer to detail 312_3

400


RETAINING BLOCK/SEATSTYPICAL SECTION

SCALE 1:25



2x150mm THICK G7 MATERIALCOMPACTED TO 95% MOD AASHTO

WITHIN 2% of OMC.

25MPa RC TOE BLOCK(400mmx300mm)

942,47

420

Infraset precast concrete Embankment SeatingSystem® TYPE 4 consisting of a grey hollowseat block, dry stacked at 26,56° on 75mmscreed to embankment, including stairs and

aisles.



stairs and aisles.

400

27°

775

866

866


100x150x10mm galvanised mild steel base plate with 4x M12,90mm bolts fixed to concrete footing, below paving level


50 x 10mm mild steel support pin/ rod with paint finish to Architect'sspecification

1100

330

930

400


25MPa RC TOE BLOCK(400mmx300mm)

RETAINING BLOCK/SEATSTYPICAL SECTION

SCALE 1:25

600

200



1x150mm G7 MATERIALLAYERS COMPACTED TO97% MOD AASHTO WITHIN2% OF OMC

25MPa/19mm CONCRETE.200mmx600mm

2x150mm THICK G7 MATERIALCOMPACTED TO 95% MOD AASHTO

WITHIN 2% of OMC.

IPE 200 RAFTER

6mm Thick gusset plate fullywelded to rafter and boltedto bracing with with 2M16grade 8.8 bolts

60 x 60 x 4 RSA

540 x 120 x 6mm Thick gusset plate, bolted with4M16 grade 8.8 bolts to cross bracing, complete with1M16 grade 8.8bolt at intersetion of brace and gusset,TO BE BOLTED TO UNDERSIDE OF PURLIN

TYPICAL ROOF BRACINGDETAILS

SCALE 1:25

REVISION TABLENO. DATE DESCRIPTIONID

DRAWING NOTES:

115 Bishop Square, Cnr 6th Road and LeogemPlace, Erand Gardens, MIdrand, 1687

DRAWING DESCRIPTION:

PROJECT NAME:

CLIENT:

PROJECT NUMBER:

CP053DRAWING DEVELOPMENT

DESIGNED BY:

DRAWN BY:

CHECKED BY:

NAME:

SIGNATURE: _________ DATE:22/10/2020

DRAWING APPROVAL

ECSA NO: 20140318

DRAWING NO: SHEET NO: REVCP053-OVP-002 1 of 1 0

PM

TN

T. NEMARANZHE

PM

TEL - (011) 056 6990 MOBILE - 076 037 [email protected]

00 22/05/2020 FOR TENDERTN

TYPICAL DETAIL LAYOUT

FOR COSTING

EASTERN GATEWAYOVAL PARK

Tables +

chairs with

overhead canopies

608610611

616

609

2859

4

312

TXJ JM

02

Boundary fence

HALL BUILDING

GYM BUILDING

N

Bou

nda

ry f

en

ce

Bou

nda

ry f

en

ce

Boundary fence

SENIOR CENTRE

62977

15749

67802

28803

4917

16846

18213

23865

PARKING AREA

OVAL PARK

ACCESS ROAD

AC

CE

SS

RO

AD

AC

CE

SS

NOTE





No. DATE REVISION


DRAINAGE NOTE:


GAS NOTE:


GLAZING NOTE:


3mm - 0,75 m²4mm - 1,5 m²5mm - 2,1 m²6mm - 3,2 m²



AREAS:


discipline

project description

drawing name

phase

scale

date

drawing number

drawn

checked

[email protected]

www.kwpcreate.com

+ 27 (0) 343 9141

architects

urban designers


project managers &

mentors








A1

ARCHITECTURE

Engineer signature

Client signature

1 : 200

Designer

SENIOR CTR, GYM & COMMUNITY HALL

JDA

STAGE 4

05/11/2020

TN

ADP/NS

17.14/206

SITE LAYOUT PLAN

17.14

BERTHA SOLOMON RECREATION CENTRE,JEPPESTOWN

SCALE 1 : 200

SITE LAYOUT PLAN

UP

DN

1055

220 3650 330 1095 220 2710 220 2710 220 4575 220 1830 2201700

1050

1200

480

3950

220

1815

220

1110

2656

1110

1920

1880

1830

1830

1395

220 3650 220 3650 330 6065 220 5465 220

1515

1920

220

3085

220

345

220

3055

220

3935

220

3820

whb

wc

stovesink

1435

445

frid

ge

build in

cupbo

ards

745

220

900 1350 880

1265

build in

wardrobe

1755

440

1280

11.26 m²

BEDROOM 3

Carpet

6.05 m²

EXTENDED LOUNGE

Tiles

13.32 m²

LOUNGE

Timber floor

7.27 m²

STUDY

Carpet

14.36 m²

KITCHEN

Tiles

14.00 m²

PASSAGE

Carpet

11.52 m²

BEDROOM 2

Carpet

17.47 m²

FOYER

Timber floor

17.82 m²

BEDROOM 1

Carpet

3.68 m²

FOYER

Tiles

59.60 m²

MEETING ROOM

Tiles

48.19 m²

PORCH

Polished screed

4.36 m²

TOILET FOR THE

DISABLED

Tiles

CH=3930

CH=3950CH=4240

CH=3280

CH=4055

CH=4055

CH=3960

CH=3240

CH=2430

CH=3950

Ove

rhead b

eam

Overhead beam

18220

1920

3525

7995

3870 18220 1395

23485

1810

220

4875

220

1815

220

3950

220

5976

803

4168

803

13440

1545

1815

2625

CH=3930

Timber staircase with timber balustrades

1940 110

110

1810

Build in steps with 160mm risers

250mm threads

brick and plastered rails to UFL 01 level

+UFL 01 level

Existing fire place closed off with chipboard and painted to match internal painting

275

335 800 440 800 335

Painted steel burglar door


Ove

rhead b

eam

Existing fire place closed off with chipboard and painted

to match internal painting

N

12345678

Painted steel straircase

W04 W04W03

W03

W02

W02

W05 W02 W02

W02

W03

W02

W02

W02

W01

W07

W01

D01

D02

D13D12

D03

D04

D05

D07

D06

D08

D09

D10

D11

to be repainted

Screed to be repainted

Screed to be repainted

Door to be replaced

New concrete stairs

250

250

1000

1400

4875

220

1815

Ove

rhead b

eam

595

220

1970

110

3610

1520

2270

220 1745 110 1905 220 4025 220 2710 220 4575 220

1815

2635 110 4210 4795

1095

500

built-in shelves

330 6065 220 5465 220 1395

12300 1395

16170

DN

+85mm change in level

1040

1150

9005

Existing fire place with facebrick cladding to a height of 1020mm from FFL

1.9m high plastered wall

Painted partition board to match internal paint

501.9m high

plastered wall

wall

moun

ted w

hb w

ith

450m

m h

igh

wall

tile

spla

sh b

ack


17.57 m²

BEDROOM 4

Carpet

8.61 m²

PASSAGE

Timber floor

59.60 m²

MEETING ROOM 2

Carpet

6.23 m²

BATHROOM

Tiles

12.82 m²

WASH ROOM

Tiles

2.01 m²

MALE WC

Tiles

15.90 m²

KITCHEN

Tiles

4.90 m²

STORAGE

Timber floor

7.64 m²

FOYER

Timber floor

1.9

m h

igh

part

ition

wall

1.29 m²

FEMALE

Tiles

1.29 m²

FEMALES

Tiles

Existing fire place closed off with chipboard and painted

to match internal painting

Corr

ugate

d r

oof

belo

wto

be r

epla

ced o

ver

porc

h

Corr

ugate

d r

oof

belo

wto

be r

epla

ced o

ver

porc

h

Corrugated roof belowto be replaced over porch

Corrugated roof belowRoof fall

Roof

fall

Roof

fall

Roof fall

Roof fall

Roof fall

Roof fall

Cha

nge

in level

6.69 m²

FIRE ESCAPE ROUTE

Checker plate platform

Steel staircase build

with checker threads

and steel balustrades

Para

pet

wall

Parapet wall

Parapet wall

N

W06

W06

W06

W06

W03 W03 W02 W02

W02

W03

W02

W03

W02

W02

W10W04

Concealed steel gutter

D14

D24

D15

D16

D23

D17

D18

D19D20

D21

D22

Note: All windows to be refurbished

Note: New door fittings to all doors

D18

2.06 m²

MALE WC

Tiles

To be converted to males and females

FRAME MATERIAL

FINISH

WINDOWS

TYPE W1

STEEL

PAINTED

1511

1245

W2

TIMBER

PAINTED

2025

800

W3

TIMBER

PAINTED

2025

1250

W4

TIMBER STEEL

PAINTED

1225

800

FRAME MATERIAL

FINISH

WINDOWS

TYPE W5

TIMBER

PAINTED

2025

1350

W6

STEEL

PAINTED

654

1022

W7

STEEL

PAINTED

2000

1245

W8

TIMBER

PAINTED

2100

3080

NOTE: WINDOWS ARE CURRENTLY NUMBERED ACCORDING TO WINDOW TYPES.

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architects

urban designers


project managers &

mentors

No. DATE REVISION


NOTE





DRAINAGE NOTE:

BATH 50mm Ø WPSINK 50m Ø WPWHB 40mm Ø WP, 2x WHB 50mm Ø WP'sSHOWER 50mm Ø WPWC 110mm Ø SPSEWER PIPES 110mm Ø AMD 150mm Ø PVCFALL 1:60 TO MUNICIPAL CONNECTION POINTALL CE's TO GROUND LEVEL2-WAY VENT VALVES TO STUB STACKSANTI-VAC TRAPS TO ALL FIRST FLOOR WHBALL WORK TO COMPLY TO SABS 0400MINIMUM INVERT LEVEL = 450mm (MIN) BELOW NGLIE's TO ALL SEWER PIPE TURNS AND BENDSDRAINAGE TO COMPLY WITH SANS 10400-P

GAS NOTE:


GLAZING NOTE:

NOMINAL GLASS THICKNESS: MAKSIMUM PANE SIZE:

3mm - 0,75 m²4mm - 1,5 m²5mm - 2,1 m²6mm - 3,2 m²

GLAZING TO COMPLY WITH SANS 10400-N6mm SAFETY GLASS TO ALL GLASS DOORSALL SAFETY GLASS TO HAVE MARKERSOBSCURE GLASS IN ALL BATHROOM WINDOWS


AREAS:


discipline

project description

drawing name

phase

scale

date

drawing number

drawn

checked








ARCHITECTURE

Engineer signature

Client signature

A0

1 : 50

Designer


SENIOR CENTRE

FOR JDA

STAGE 4

03/11/2020

TN

ADP

17.14/201 REV 01

SENIOR CENTRE

BERTHA SOLOMON RECAREATIONCENTRE, JEPPESTOWN

SCALE 1 : 50

GROUND FLOOR

SCALE 1 : 50

FIRST FLOOR

SCALE 1 : 50

WINDOW SCHEDULE

01 03/11/2020 Toilet convertions, roof to be replaced, new doors and stoep @ kitchen

1705

330

11585

330 1695 110 1165 220 6310 480 660 305 17680 330 6650

330 1695 110 1165 220 6310 480 965 17680 330 2745 220 2745 330 2255 220

985

9615

985

1705

330

1353

110

3495

220

1230

220

3495

110

1353

330

940

330

3195

330

4660

220

2435

220

2000

330

28955 6370 2475

3855

4660

2875

2330

Painted steel burglar gate

wc

whb

UP

Stairs to be converted in 1:10 ramp

UP

7

6

5

4

3

2

1

1105mm high facebrick retaining wall

Overhead beam

Overhead beam

2505

6575

2505

UP

654321

2635

905

330 4045 330 1845 110

4320

475

12245

37800

85mm risers350mm threads

polished screed

1 2

3

4

5

150mm risers350mm threads

polished screed

13720

1778511710

49.74 m²

ENTRANCE HALL

Tiles to be replaced

5.49 m²

WC

Finish to be confirmed

7.84 m²

ABLUTIONS

Finish to be confirmed7.84 m²

ABLUTIONS

Finish to be confirmed

216.50 m²

HALL

Tiles to be replaced76.26 m²

STAGE

Timber flooring

10.38 m²

FEMALE GREEN RM


10.38 m²

MALE GREEN RM


2.29 m²

WC

Tiles1.58 m²

Room

Tiles

3.65 m²

ENTRY

Screed

2.29 m²

WC

Tiles

1.58 m²

Room

Tiles

CH= 6050

CH=2975

CH= 4909

Change in level

622080mm tile skirting around to be replaced

940

W01


D12 D11 D10

D09

W29

W28

W30

W31

D06

D07

D05

D04

D02

D01

D03

D08

D13

W32

W36W37W38

W27W26W25W24W23

W35 W34 W33

W22W21W20W19W18W17W16

W15W14W13

W48 W47 W46 W45 W44 W43 W42 W41 W40 W39

W11 W12W10

W50 W49W51W52

W08

W09

W02

W03

W04

W05

W06

W07

80mm tile skirting around to

be replaced


No access to internal rooms. layout to be confrimed


1705x2545mm Aluzinc roll up door

80mm tile skirting around to

be replaced


Exterior passageExterior passage

N UP

3

2

1

4

5

6

Painted steel balustrades fixed

to 220mm wide facbrick wall

815

1778

1625

3300

330

9220

17225

1345x785mm Aluzinc roll up door

330 1735 110 2105 110 2060 110 5765 250 17480

330

895

110

1190

110

3670

220

3025

330

4390

110

1475

110

3135

2845

110

3020

3749

3444

12055

4115

3300

8425

330 875 110 2660 110 1490 110 3749 330 2650 330 5830 330

330

1470

110

2777

110

3628

330

3300

2650

3628

440 2210 1320 1625 660 330 3435

1530

250

1520

2210

9764 2650 6490

18904

12055

1280

Steel and glass double door with side lights (2210x 2420)



1064 533 1064

1625 220 2105 110 2060

1770 110 1765

1200

914

2134

3689

whburinal

wc

1210

2470

1801

973

973

UP

4 3 2 1

whb

wc

wc

wc

wc

973

973

973

3039 1862 3353

920

2130

3353 3353 3353 3353 1645

Riser=85Thread=405

47.19 m²

Room

To be confirmed

17.14 m²

DIRECTOR

Tiles

12.91 m²

GENERAL OFFICE

Tiles

12.55 m²

PASSAGE

Tiles

3.91 m²

STAFF LAVY

Tiles

10.12 m²

EXAM ROOM

To be confirmed

12.81 m²

TOILET

To be confirmed

1.29 m²

WC

Tiles

7.11 m²

TOILET

Tiles

60.36 m²

KITCEHN

Tiles

6.22 m²

OFFICE

Vinyl

6.46 m²

PANTRY

Vinyl6.60 m²

VEG STORE

Vinly4.92 m²

GAS BOILER

?

6.37 m²

DRY STR

Tiles

11.44 m²

CHANGE ROOM

Tiles

158.81 m²

MULTI PURPOSE

ROOM

Timber floor

15.43 m²

Room

Screed to be tiled

42.82 m²

ENTRANCE FOYER

Tiles

No access to internal rooms. layout to be

confrimed

1795

990

Counter glass window 1.28x1.14

Overhead beam

330

8095

330

3300

330

9220

330

8755

3300

9880

21935


1097

1.55 m²

WC

Tiles

1530

220

5750

W53

W54

W55

W56

W57

W58 W59 W60

W61

W62

W63

W64

W65

W66

W67

W68 W69

W70

W71

D25D24

D45

D23

D21

D22

D44

D43

D20

D37

D33

D36

D32

D30

D29

D31

D28

D27

D42 D35

D39

D40D41

D16

D15

11081

W78 W79

W57

W72

W73

W74 W75

W76

W77

2618

1760

1760

1760

1760

2288

3535

040506070809 03 02 01

Riser=170Thread=230


To be repainted

01 02 03 04 05 06 07 08 09

10

11

12

13

14

15

16

17

18

19

CH= 3995

CH= 3090

CH= 3700

CH= 3700

CH= 3700

CH= 3700

CH= 3995

CH= 3995

CH= 3995

CH= 3995

1500x2045 steel window

200

0x1

50

0 s

tee

l win

do

w2

00

0x1

50

0 s

tee

l win

do

w2

00

0x1

50

0 s

tee

l win

do

w

200

0x1

50

0 s

tee

l win

do

w2

00

0x1

50

0 s

tee

l win

do

w2

00

0x1

50

0 s

tee

l win

do

w

845

x89

9 s

tee

l win

do

w8

45

x89

9 s

tee

l win

do

w

845

x89

9 s

tee

l win

do

w








1950x1805 steel window960x1200 steel window960x1200 steel window






960x1200 steel window 960x1200 steel window 1950x1803 steel window 1950x1803 steel window 1950x1803 steel window 969x1796 steel window

195

0x1

80

3 s

tee

l win

do

w1

95

0x1

80

3 s

tee

l win

do

w


5x 654x1022 steel windows

2x 750x1500 timber windows

2x 750x1500 timber windows

654x533 steel windows

654x533 steel windows654x533 steel windows

1975x3822 steel windows1975x3822 steel windows1975x3822 steel windows1975x3822 steel windows1975x3822 steel windows

2x 854x889 steel windows2x 854x889 steel windows2x 854x889 steel windows2x 854x889 steel windows2x 854x889 steel windows

654x533 steel window654x533 steel window

65

4x5

33

ste

el w

indo

w3

x 65

4x1

02

2 s

tee

l win

do

ws

3x

65

4x1

02

2 s

tee

l win

do

ws


65

4x5

33

ste

el w

indo

w

654x533 steel window 1.38 m²

wc

?1.42 m²

wc

?1.47 m²

wc

?1.45 m²

wc

?1.42 m²

wc

?1.39 m²

wc

?

Convert into toilet for the disabled

Replace door

Replace door


Sand down and reseal

Replace door Note: All windows to be refurbished


[email protected]

www.kwpcreate.com

+ 27 (0) 343 9141

architects

urban designers


project managers &

mentors

No. DATE REVISION


NOTE





DRAINAGE NOTE:


GAS NOTE:


GLAZING NOTE:


3mm - 0,75 m²4mm - 1,5 m²5mm - 2,1 m²6mm - 3,2 m²



AREAS:


discipline

project description

drawing name

phase

scale

date

drawing number

drawn

checked








ARCHITECTURE

Engineer signature

Client signature

A1

1 : 50

Designer

17.14

COMMUNITY HALL

JDA

STAGE 4

03/11/2020

TN

ADP

17.14/202

COMMUNITY HALL & GYM BUILDING


SCALE 1 : 50

GROUND FLOOR

NOTE: CH refers to ceiling height measured from finished floor level

330 5279 110 3715 330

2322212019181716151413

040506070809101112

Riser=170Thread=230

7466

110

1505

110

3659

410

330 3545 110 1370 110 7645 110 1870 110 1490

110 2924 110 3330 110 6501 110 6869 220 3111 330

2050

shwr

shwr

950

2675

1869

1680

whb

whb

whb

970

1195

890

1140

1100

shwr

shwr

shwr

shwrshwr

shwr

shwr

shwr

885

110

885

110

885

1690

urinal

urinal

urinal

2655

1650

1650

900mm high wall

24.70 m²

PLAY ROOM

Parquet floor

23.79 m²

GAMES ROOM

Parquet floor12.18 m²

LOCKER ROOM

Parquet floor

14.87 m²

FEMALES

Tiles

25.94 m²

MALES

Tiles

30.09 m²

PASSAGE

Vinyl

5.36 m²

ESCAPE ROUTE

Parquet floor

29.33 m²

LIBRARY

Parquet floor7.17 m²

GAMES EQUIP.

Parquet floor

1.50 m²

wc

Tiles

1.50 m²

wc

Tiles

1.50 m²

wc

Tiles

1.52 m²

wc

Tiles1.52 m²

wc

Tiles1.54 m²

wc

Tiles

1985

1925

1985

1925

92.89 m²

GYM

Rubber floor

150m

m plinth

150m

m plinth

690

930

1850

1850

770

15760

3630

11081

330

9220

330

W79

W80 W81

W82

W83

W84

W85 W86 W87

W88

W89

W90W91W92W93W94W95W96W97W98


To be repainted

01 02 03 04 05 06 07 08 09

10

11

12

13

14

15

16

17

18

19

N

ROOF BELOW

ROOF BELOW

ROOF BELOW

GYM BUILDING

4.92 m²

LANDING

Vinyl


CH= 3455

CH= 3405

CH= 3465

CH= 3465

CH= 3465

CH= 3465CH= 3465

CH= 3465

CH= 3465


194

5x1

49

0 s

tee

l win

do

w1

94

5x1

49

0 s

tee

l win

do

w



970x1

500 s

teel w

indow


970x1

500 s

teel w

indow


2x 950x590 steel windows



2x 950x590 steel windows 1510x1945 steel window 1510x1945 steel window 1510x1945 steel window 1510x1945 steel window 1510x1945 steel window

NOTE: CH refers to ceiling height measured from finished floor level


Note: All windows to be refurbished Note: All windows to be refurbished

[email protected]

www.kwpcreate.com

+ 27 (0) 343 9141

architects

urban designers


project managers &

mentors

No. DATE REVISION


NOTE





DRAINAGE NOTE:


GAS NOTE:


GLAZING NOTE:


3mm - 0,75 m²4mm - 1,5 m²5mm - 2,1 m²6mm - 3,2 m²



AREAS:


discipline

project description

drawing name

phase

scale

date

drawing number

drawn

checked








ARCHITECTURE

Engineer signature

Client signature

A1

1 : 50

Designer

17.14

COMMUNITY HALL

JDA

STAGE 4

03/11/2020

TN

ADP

17.14/203

GYM BUILDING


SCALE 1 : 50

FIRST FLOOR

NGL NGL

FacebrickFacebrick

Corrugated sheets

Plaster & paint

Corrugated sheets

Corrugated sheets

Plaster & paint

Plaster & paint

Plaster & paint

Painted steel

staircase

GROUND FLOOR

0

FIRST FLOOR

4420

ROOF LEVEL

8500

NGL

Facebrick

Corrugated sheets

Plaster & paint

NGL

Corrugated sheets

Plaster & paint

Plaster & paint Painted steel

balustrades

GROUND FLOOR

0

FIRST FLOOR

4420

ROOF LEVEL

8500

NGL

Facebrick

Corrugated sheets

Plaster & paint

Corrugated sheetsPlaster & paint

Plaster & paint

Facebrick

Corrugated sheets

Painted gutters

Plaster & paint

NGL

Painted steel staircase

GROUND FLOOR

0

FIRST FLOOR

4420

ROOF LEVEL

8500

NGL

Facebrick

Corrugated sheets

Plaster & paint

Painted gutters

Plaster & paint

Painted steel staircase

GROUND FLOOR

0

FIRST FLOOR

4420

ROOF LEVEL

8500

GROUND FLOOR

0

FIRST FLOOR

3995

ROOF LEVEL

7565

3570

3995

2465

FacebrickFacebrick

Corrugated roof sheets



Facebrick

Facebrick

Plaster & paint

Painted fascia boards

Painted gutters

Steel roll-up

door

NGL NGL

2635

GYM BUILDINGHALL BUILDING

GROUND FLOOR

0

FIRST FLOOR

3995

ROOF LEVEL

7565


Facebrick

Painted gutters

NGL

Painted guttersFacebrick

Facebrick

Facebrick

NGL



Painted steel

staircase

GYM BUILDING

GROUND FLOOR

0

FIRST FLOOR

3995

ROOF LEVEL

7565Corrugated roof sheets

Facebrick

NGL

Painted gutters


FacebrickFacebrick

Painted gutters

Painted guttersPainted steel

staircase

GYM BUILDING HALL BUILDING

GROUND FLOOR

0

FIRST FLOOR

3995

ROOF LEVEL

7565

Facebrick

NGL


Painted gutters

Painted gutters

Facebrick

Facebrick

Painted gutters

29.0

0°

HALL BUILDING

EAST ELEVATION

SCALE 1:100

NORTH ELEVATION

SCALE 1:100

WEST ELEVATION

SCALE 1:100

SOUTH ELEVATION

SCALE 1:100

GROUND FLOOR

0

FIRST FLOOR

3995

ROOF LEVEL

7565

Facebrick

NGL


Painted gutters

NGL

Facebrick

PASSAGE TO KITCHEN FROM HALL

Existing foundation

Roll-up

door

GROUND FLOOR

0

FIRST FLOOR

3995

Facebrick


Painted gutters

NGL

PASSAGE TO HALL FROM

GYM BUILDING'S KITCHEN

Existing foundation

Roll-up

door


FacebrickFacebrick

[email protected]

www.kwpcreate.com

+ 27 (0) 343 9141

architects

urban designers


project managers &

mentors

No. DATE REVISION


NOTE





DRAINAGE NOTE:


GAS NOTE:


GLAZING NOTE:


3mm - 0,75 m²4mm - 1,5 m²5mm - 2,1 m²6mm - 3,2 m²



AREAS:


discipline

project description

drawing name

phase

scale

date

drawing number

drawn

checked








ARCHITECTURE

Engineer signature

Client signature

A0

1 : 100

Designer

17.14

SENIOR CTR, GYM & COMMUNITY HALL

JDA

STAGE 4

05/11/2020

TN

ADP/NS

17.14/205

SNR CTR, HALL & GYM BUILDING ELEVATIONS


SCALE 1 : 100

EAST ELEVATION

SCALE 1 : 100

NORTH ELEVATION

SCALE 1 : 100

WEST ELEVATION

SCALE 1 : 100

SOUTH ELEVATION

SCALE 1 : 100

SENIOR CENTRE

SCALE 1 : 100

GYM SOUTH ELEVATION

SCALE 1 : 100

HALL NORTH ELEVATION

GYM AND HALL BUILDING

NOTE: PROVIDE PROVISION TO REFURBISH EXISTING BURGLAR BARS ON ALL GROUND FLOOR WINDOWS



NOTE: PROVIDE PROVISION TO REFURBISH EXISTING BURGLAR BARS ON ALL WINDOWS

Container

Ne

w p

osi

tion

of

Co

nta

ine

r

Moving of container

ACCESS Boundary fence

Boundary

fence

HALL BUILDING

GYM BUILDING

N

[email protected] www.kwpcreate.com

+27 (0) 12 343 9141

architectsurban designers

landscape architecteproject managers & mentors

drawing title

date

project description

drawing number

drawn

No. DATE REVISION


CONTAINER POSITION

COMMUNITY HALL

JDA

BERTHA SOLOMON RECREATION CENTRE, JEPPESTOWN

03/11/2020

17.14/204

TN

SCALE 1 : 200

SITE LAYOUT

Scope of Work and Detailed Technical Specification – Bertha Solomon Recreational Centre

Page 1 of 11

BERTHA SOLOMON RECREATIONAL CENTRE

JEPPESTOWN

ELECTRICAL INSTALLATION

SCOPE OF WORK

AND

DETAILED TECHNICAL SPECIFICATION


Page 2 of 11

INDEX

CLAUSE NUMBER DESCRIPTION

Scope of Work

1. General

2. Included in this sub-contract are the following:

3. Not included in this sub-contract are the following:

Detailed Technical Specification

1. General

2. Standards

3. Operation manuals, Wiring Diagrams, Test Certificates, Catalogues of spare

parts and Maintenance Instructions.

4. General Description of Building and Location

5. Design Conditions

6. Specification of Equipment

7. Commissioning

8. Maintenance

9. Schedule of Omissions and Variations

10. Sub-Letting


Page 3 of 11

SCOPE OF WORK 1.0 GENERAL This sub-contract covers the supply, installation, testing, commissioning and free maintenance

during the guarantee period of 12 months the electrical installation as detailed in this specification and on the works covered under this scope.

The Electrical Sub-contractor shall provide all materials, equipment, labour and services

necessary for the complete and efficient operation of the Electrical Installation in accordance with the intent of the specification.

The work shall be carried out in accordance with the Occupational Health and Safety Act 85 (1993) as amended, SANS Code 10142, Municipal By-Laws and Regulations and/or requirements of the Supply Authorities.

2.0 INCLUDED IN THIS SUB-CONTRACT ARE THE FOLLOWING: 2.1 The provision of the complete electrical installation, for the entire building that comprises this

contract. 2.4 Testing and commissioning of existing distribution boards for compliance. 2.5 Testing and commissioning of the existing electrical installation for compliance. 2.7 Attendance to Specialist Sub-contractors. 2.11 Supply and install new Lighting or replace existing defective fittings. 2.12 Supply and install small Power points of replace existing defective Power points.

3.0 NOT INCLUDED IN THIS SUB-CONTRACT ARE THE FOLLOWING: 3.1 Standby Generator Cabling and Power supply 3.2 Supply cabling and Power to Uninterruptable Power Supply Units 3.3 Provision of electric drive motors which form part of the supply of mechanical equipment. 3.4 Provision of instrumentation and control equipment pertinent to the air conditioning. 3.5 Provision of sensors and measuring equipment pertinent to the air conditioning and fire alarm

systems. 3.6 Access doors to electrical rooms and in ceilings and other concealed areas to electrical

equipment. 3.7 Grouting and patching of beams, walls, floors and masonry work as required including repairs to

plaster. 3.8 All required openings through floors, walls, ceilings and partitions for conduits, trunkings, cables

etc. 3.9 Electrical rooms and compartments. 3.10 Ventilation of substations and equipment rooms.


Page 4 of 11

DETAILED TECHNICAL SPECIFICATION:

1.0 GENERAL

1.1 All details, dimensions and instructions shown on any drawings, diagrams and specifications

quoted herein shall form part of this specification. 1.2 Dimensions and design data shown on the drawings are for tendering purposes only. The

drawings are not suitable for manufacturing purposes. The responsibility for dimensional accuracy remains with the sub-contractor.

1.3 Any work done by the sub-contractor without approved drawings or site instructions shall be at

the sub-contractor’s own risk and any changes required to conform with the contract documents shall be for the account of the sub-contractor.

2.0 STANDARDS

The plant must in all respects conform to the following regulations: a) Occupational Health and Safety Act, Act 85 of 1993. b) National Building regulations, SANS Code 0400. c) Local municipal by-laws and regulations & regulations of the local electrical supply authority. d) All applicable SANS specifications or BS specifications where no SANS specification exists. e) Mine and Industrial Regulations, Government notices. f) Local Municipal Regulations and Ordinances. g) Fire Department Regulations. h) All special conditions, specifications or codes of practice specified hereinafter. The materials and equipment covered in this Specification shall be manufactured and tested in

accordance with the latest revisions of the Code of Practice for the Wiring of Premises and the relevant South African, German and International Standards and shall include some of the following standards of which reference has been made in the test:

SANS - 55 BS – 159 BS - 2941 VDE - 0660

SANS - 625 BS - 162 BS - 3940 IEC - 51 SANS - 780 BS - 171 BS - 4608 IEC - 85 SANS - 784 BS - 1433 BS - 4752 IEC - 158 SANS - 1092 BS - 1977 BS - 5311 IEC - 185 SANS - 1180 BS - 2692 BS - 5419 IEC - 186 BS - 88 BS - 2897 BS - 5424 IEC - 358 BS - 89 BS - 2898 BS - 5462 IEC - 157 BS - 142 BS - 3871 DIN - 43700 BS - 158 BS - 3938 VDE - 0410

Where trade names and references to catalogues are found in the specification, the intention is to set a particular standard of equipment. Where other approved equipment is specified, the sub-contractor shall obtain written approval from the Consultant or Project Manager before he / she may deviate from the specified equipment. The sub-contractor must work strictly according to this specification and shall ensure that only the best quality material is used and that the installation is handed over as a complete working system.

COMPLIANCE WITH SPECIFICATION The Tenderer shall provide the manufacturer with all such relevant information to enable the

manufacturer to ensure that the equipment quoted is, in all respects, in accordance with the specifications and drawings. The Engineer may, upon receipt of a direct request by a specialist manufacturer, provide the


Page 5 of 11

manufacturer with copies of the relevant portions of the Specification and/or drawings but this service is only in the interest of more accurate tendering, clarification of requirements and general savings in time and materials and does not relieve the Tenderer, in any way, of the responsibility for the sufficiency of the Tender.

As it is impractical to avoid all direct communication between the Engineer and specialist

manufacturers it is essential that any clarification of requirements given by the Engineer that may be construed as a concession and thereby effect a reduction in cost of the equipment should be obtained from the Engineer in writing. Failure to do so could lead the Tenderer to unexpected but irrecoverable additional costs due to the strict enforcement of the Specification.

3.0 OPERATION MANUALS, WIRING DIAGRAMS, TEST CERTIFICATES, CATALOGUES OF

SPARE PARTS AND MAINTENANCE INSTRUCTIONS.

Three copies of operation manuals, wiring diagrams, test certificates, catalogues of spare parts and maintenance instructions and a list of agents and/or suppliers must be supplied and forwarded to the Consultant or Project Manager.

The operation and maintenance manuals must adhere to the requirements as detailed in this specification. The operation manuals must be sturdily bound in a strong hard cover. Material in the manual must be clear, legible and well arranged and provided with an index. A draft copy of the above manuals must be available two weeks before first handover (practical completion) of the installation and no handover shall be considered without this copy of the manuals. The final set of complete updated manuals shall be delivered to the offices of the engineer no later than 4 weeks (1 month) after first handover. A complete set of ‘as-built’ (record drawings) shall be compiled by the sub-contractor and shall form part of the operation and maintenance manuals. The drawings shall be submitted in hard copy and electronic copy format.

4.0 GENERAL DESCRIPTION OF THE SITE AND LOCATION

The site is a multipurpose recreational community facility located in Jeppestown, Johannesburg.

The facility comprises of three building, two storey Gym, single storey Hall and two storey

Nursery buildings.

5.0 DESIGN CONDITIONS

SITE CONDITIONS AND OPERATING ENVIRONMENT

Altitude above sea level 1700m Peak temperature in 24 hours 50°C Average maximum temperature in 24 hours 40°C Minimum temperature -5°C Humidity at average maximum temperature 40% Lightning conditions Severe - Isoceraunic Vermin All equipment to be Vermin proof


Page 6 of 11

6.0 SPECIFICATION OF EQUIPMENT 6.1 CONSUMER'S SAFETY EQUIPMENT 6.1.1 NOTICES: 6.1.1.1 As per statutory requirements.

6.2 ELECTRICITY SERVICE CONNECTION 6.2.1 WORK BY SUPPLY AUTHORITY 6.2.1.1 There is existing adequate power to the facility. 6.3 EARTHING OF BUILDING

The installation shall be earthed in full accordance with the South African National Safety Standards, Code of Practice for the Wiring of Premises, SANS 0142-1, and the requirements of the local supply authority. All hot and cold water and waste pipes are to be effectively bonded by means of copper tapes (not wire). All light circuits shall include a 2,5mm² earth conductor run from the earth bar of the relative distribution board. Metal lampholders installed above wash hand basins or concrete and earth floors are to be effectively earthed. Earthed connections from the sub-boards to the building main board shall be as specified under "Sub Mains Runs". Armouring of all cables shall be earthed by means of the relative cable glands and gland plates.

6.4 LUMINAIRES

SUPPLY OF LUMINAIRES 6.4.1 GENERAL All the luminaires have been indicated in the bills of quantities and their price should cover the

supply and delivery to site of all luminaires which are described as accurately as possible in the schedule of luminaires and lamps. Tenderers shall also allow in the main price for taking delivery, checking, off loading, storing, assembling, installing, testing and connecting of all luminaires.

6.4.1.1 Provide luminaires lighting equipment, components and lamps for all lighting outlets as

required. 6.4.1.2 Type of luminaires shall be as indicated alphanumerically on drawings herein specified. 6.4.1.3 Locations of luminaires on Electrical Drawings are diagrammatic. Verify location and spacing

with Architectural Reflected Ceiling Plans and other reference data before installation. Co-ordinate space conditions with other trades before installation of fittings. Pendant mount, as approved, surface type fittings where required to meet space conditions for variance from drawings and specifications.


Page 7 of 11

6.4.1.4 Refer to Architectural Finish Schedules and Details for ceiling construction and furnish

accessories to suit. Luminaire catalogue numbers do not necessarily denote specific mounting accessories for type of ceilings in which fittings may be installed.

6.4.1.5 Where plaster ceilings occur, supply plaster frames for setting under work of other Contract.

Direct settings and be responsible for correct location, make sure the bottom of frame is flush with finished ceiling, forming screed edge for finished plaster. Luminaires and supports shall have channel cross-section of approved gauge, and shall support fixture by means of not less than two bolts each. Submit sample if directed.

6.4.1.6 Lighting in Machine Room, Duct Voids, Roof Voids, Mechanical Equipment Room and Fan

Rooms is diagrammatic, indicating type quantity and general circuiting of luminaires. Modify locations, mounting and where necessary, type to suit conditions as approved or directed.

6.4.1.7 Install all rows of luminaires accurately on straight lines unless otherwise indicated on

drawings. 6.4.1.8 For weatherproof and vapour-tight installation, painted finishes of fittings and accessories

shall be weatherproof enamel or galvanised and bonderized epoxy. Hangers shall be galvanised conduit with chemically resistant, weatherproof baked enamel finish.

6.4.1.9 Luminaires shall be designed to provide sufficient ventilation of the lamps and ballasts.

Outdoor luminaires with vent holes shall have wire mesh screens in the vent holes and preferably filter breathers to prevent ingress of dust and dirt.

6.4.1.10 Provide approved support for each luminaire outlet. 6.4.1.11 Pendant-mounted luminaires shall be supported by framework of ceiling or form inserts in

slab. 6.4.1.12 For each wall bracket type luminaire provide flanged metal stem attached to outlet box, with

threaded end suitable for holding luminaire. Flanged part of luminaire stud shall be of broad base type and secured to outlet box at not less than three points.

Lampholders shall hold lamps securely against normal vibration and maintenance handling. Provide silver plated contracts in lampholders for the following type of lamps:

Lamps in all outdoor luminaires. Quartz iodine lamps. Reflector cones, baffles, aperture plates, diffusers and decorative elements of luminaires shall not be installed until completion of plastering, ceiling tile work, painting and the area has been cleaned.

6.4.1.13 Blemished, damaged or unsatisfactory luminaires shall be replaced in a manner satisfactory

to the Architect. 6.4.1.14 Provide labour and materials if necessary for final aiming of all adjustable luminaires under

the Architect's supervision. Aiming shall take place immediately before building is handed over to the Client, after regular working hours where required.

6.4.1.15 In adjustable luminaires, indicate aiming and locking devices. 6.4.1.16 In luminaires using lamps with asymmetrical beams, indicate lamp adjustment devices to

assure permanent orientation of light beam unaffected by re-lamping. 6.4.1.17 All luminaires and lamps supplied under this sub-contract will be new and unused when

delivered to site.


Page 8 of 11

6.4.1.18 All light fittings will be reviewed by the Engineer for quality purposes. Light fittings will be

rejected should they not meet the safety and quality as specified in this document.

.

6.5 ELECTRICAL DISTRIBUTION BOARDS 6.5.1 Doors All distribution boards shall be supplied with lockable doors. 6.5.2 Fault Level All sub-distribution boards to be braced to withstand symmetrical short circuit currents as

indicated on the single-line diagrams. No board shall have a rating less than 5kA. 6.5.3 Labelling All circuit breakers are to be labelled in accordance with the single line diagrams, i.e. L1, L2, P1

etc. Spare ways are to be numbered. Labelling shall be on the board cover plate directly below the circuit breakers using engraved

trafolite type labels. All distribution boards shall be provided with a typed, clearly descriptive legend card placed in

protective transparent holders inside the doors. The legend card shall provide the circuit numbers in accordance with the single line diagram, and the area that the circuit feeds, eg – L1 – Office.

Provide a trafolite label on each and every Distribution Board indicating where it is supplied. 6.5.4 Switchgear The switchgear design, co-ordination, discrimination and cascading is based on the products

supplied by CBI or equal and approved. Tenderers are to base the tender main offer on this product as described in the distribution board

schematics. 6.5.5 Spare Capacity All distribution boards shall be loaded to not more than 70% of capacity and shall be capable of

accommodating 15% additional switchgear. 6.6 EQUIPMENT NOT INCLUDED WITHIN THE ELECTRICAL CONTRACT Specialist firms will be appointed as sub-contractors to the principal contractor for the supply,

installation and testing of the following equipment:

Earthing and Lightning Protection


Page 9 of 11

6.7 SLEEVES No sleeve are specified. 6.8 ISOLATORS Unless otherwise specified isolators shall be of the flush and surface mounting type rating as

shown on the relevant drawings. 6.9 GEYSERS No geysers are specified. 6.10 16 AMP, 3-PIN, 250 VOLT SWITCH-SOCKET CIRCUITS

Wiring shall consist of 2 x 4mm² PVC conductors and 1 x 2,5mm² earth wire in 20mm diameter conduit. Outlet boxes for switch-socket outlets shall be installed at the following height above finished floor level, measured to underside, unless otherwise specified:

6.11 CONDUITS Unless otherwise specified all conduiting shall be PVC. 6.12 LIGHTING CIRCUITS Lighting circuits shall be wired using 2.5mm² insulated wires. Cabling shall be installed neatly in

the ceiling void and installed in 20mm diameter PVC conduit where light fittings are to be installed in walls or brickwork. All light fittings shall be hardwired.

6.13 OUTLETS FOR ELECTRONIC SERVICES INSTALLATIONS

The Electrical contractor is required to install wireways (trunking and/or conduit as specified on layout drawings) to facilitate the installation of these services. The Electrical Sub-contractor is required to provide conduit boxes with blank cover plates where outlets for these services are indicated on the electrical layout drawings. Where outlets are in powerskirting, the electrical sub-contractor shall provide blank cover plates in the powerskirting. The electrical contractor will also supply the necessary power outlets for electronic services.

6.14 CONDUITS FOR ELECTRONIC SERVICES Supply and install 25mm diameter PVC conduits complete with galvanised draw-wire positions

as shown on the relevant layout drawings. Assist and point out where necessary the various conduits and draw boxes when wiring is taking place by others.

6.16 PROVISIONAL SUMS A number of provisional sums have been allowed in the tender summary for expenditure at a

later date at the discretion of the Engineer. The electrical sub-contractor will be required to price for items in the Provisional Sums based on rates submitted in the Schedule of Rates.


Page 10 of 11

6.17 AS-BUILT DRAWINGS As-built drawings shall be marked up by the electrical sub-contractor on a set of prints provided

by the Electrical Consultant. The electrical sub-contractor shall also provide three maintenance manuals for the following:

(i) The entire electrical installation including full details of all luminaires, outlets, light

switches and distribution boards.

(ii) A brief description of how the electrical system operates. 6.18 WORKS GUARANTEE The entire electrical installation shall be guaranteed by the electrical sub-contractor for a period

of 12 months from the date of practical completion. 6.19 BALANCING The entire installation shall be balanced to the satisfaction of the Supply Authority and the

Consulting Engineer 7.0 SCHEDULE OF OMISSIONS AND VARIATIONS 7.1 When the Tenderer desires to make omissions or variations from the Specification, he shall

record it below, together with reference to the relevant sections of the Specification. ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________

_____________________ _____________ TENDERERS SIGNATURE DATE


Page 11 of 11

8.0 SUB-LETTING 8.1 If the sub-letting is intended Tenderers shall state the trade and firm below. ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________

______________________ ______________ TENDERERS SIGNATURE DATE

K W P C R E A T E ( P t y ) L t d R e g . N o . 8 3 / 0 0 6 2 2 3 / 0 7 D i r e c t o r s I Z A A K L Ö T Z M B A ( m a n a g i n g ) P r A r c h P r C P M P r C M e n t o r

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E L I S E B E S T E R P r A r c h P r C P M A L M E R D U P I S A N I E M S C A A S ( u r b a n d e s i g n ) P r A r c h

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P r e t o r i a 1 8 1 B l a c k w o o d S t r e e t A r c a d i a 0 0 8 3 P O B o x 3 3 2 G r o e n k l o o f 0 0 2 7 T e l + 2 7 ( 0 ) 1 2 3 4 3 9 1 4 1 F a x + 2 7 ( 0 ) 1 2 3 4 3 9 5 2 4

K e m p t o n P a r k C e n t r a l P r o f e s s i o n a l S u i t e 2 0 C e n t r a l A v e n u e P O B o x 3 7 8 9 K e m p t o n P a r k 1 6 2 0 T e l + 2 7 ( 0 ) 1 1 9 7 0 3 3 4 3 F a x + 2 7 ( 0 ) 1 1 9 7 0 3 3 4 2

N e l s p r u i t 3 Z e b r i n a C r e s c e n t W e s t A c r e s P O B o x 1 8 7 9 N e l s p r u i t 1 2 0 0 T e l + 2 7 ( 0 ) 1 3 7 4 1 2 1 8 8 F a x + 2 7 ( 0 ) 7 4 1 2 1 8 8

EASTERN GATEWAY

OVAL PARK

Soft landscape & Irrigation

Specifications Version 1

November 2020


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PART 1 - MISCELLANEOUS ITEMS

1.2. General

(SANS 1921- General (Small works))

These specifications must be read in conjunction with the landscape drawings as referred to in this

document.

1.2.1. Scope of Specifications

All work, where applicable, must be carried out according to these specifications.

The contractor must take note of the contents of these specifications as well as the type and extent of the

work, as no claims will be considered as a result of misinterpretation. Vagueness and discrepancies

should be discussed with the principal agent without delay.

Where items of materials or the exact procedures may not be specified, the contractor will request that

the principal agent gives such detailed information as may be required so as to delivering a product of the

highest quality.

1.2.2. Contractor's equipment and tools

The contractor's equipment shall be of a modern design and where applicable, roadworthy and suitable

for the service for which it is required. Where the principal agent is of the opinion that the contractor

has ineffective or inadequate equipment on site which will hamper the work to be carried out, he shall

have the right to instruct the contractor to obtain and provide onsite such additional or approved

equipment which in his opinion is required for the carrying out of the work, without the progress of the

work being affected in any way.

The contractor must remove all equipment, which is not in working order or needed on site.

1.2.3. Plotting of works

The contractor shall be responsible for the correct pegging out of the works as measured from reference

pegs and site levels as indicated by the principal agent. The contractor must supply the necessary

measuring equipment for use by the principal agent, as well as sufficient assistants for the plotting,

surveying and checking of heights, which may be required as the work progresses.


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1.2.4. Storage of material on site

The contractor must ensure that no material is delivered on site prematurely before its placing

1.2.5. Maintenance and safeguarding of new work

During the various phases of the work, the contractor shall safeguard the work from any damage and

maintain it until handing over to the employer. Any defects or damage, which may occur during this

period, must be rectified by the contractor at his own expense, whether caused by construction

machinery, normal traffic, rain, wind damage, faulty materials, or whatever reason.

1.2.6. Program

The execution of the work is set out in the contract and shall be completed in phases as described in order

to accommodate other construction works.

1.2.7. Re-instatement of damage to the site resulting from works

All roads, kerb-stones, wire fencing, poles, structures, paving, etc. which have been affected in the course

of the work carried out, shall be set right before the site is vacated.

1.2.8. Supervision

The contractor must ensure the continuous presence of a capable overseer who can receive and execute

directives from the principal agent

1.2.9. Skilled Labour

Only bona fide skilled artisans shall be used where skilled workmanship is required.

1.2.10. Co-operation with other contractors

No claim for additional compensation, which arises from any cause resulting from the presence of other

contractors on site shall be considered.

1.2.11. Damage by flooding

The contractor must apply all necessary measures to prevent work from being damaged by floodwater

and erosion. The contractor must channel all stormwater which leaves the site so that it causes no

damage to existing work or work in progress at a lower level and does not flood or retard the progress of

work being carried out by other contractors. The principal agent must approve any measures taken to

cope with stormwater.


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1.2.12. General neatness on site

The contractor shall at all times during the duration of the work keep the site neat and clean. It shall be

expected of the contractor as a normal part of his duties, to clear and tidy the site totally over weekends,

to such an extent that no disruption or discomfort is experienced and that the area may be considered

safe.

1.2.13. Removal of material from site

Any material of whatever nature, which must be removed from the site as directed by the principal agent

and as stipulated must first be placed in measurable heaps to be measured in-situ by the principal agent

before it is removed. No payment shall be approved for material, which is removed without the proper

controls.

1.3. Site Clearance

(SANS 1200 C - Site clearance)

The contractor shall only commence with the earthworks with the approval of the principal agent. The

contractor is to make a proper survey of the existing layout of the site before any earthworks are

commenced. This is necessary to clarify any possible vagueness between the conditions on the site and

the drawings indicating site works.

1.3.1. Clearing of area to be landscaped

This item is to include excavation and removal of all rubbish, soiled earth and waste from the whole area

to be planted or where construction work will take place, as well as roughly levelling cleared areas.

All loose rubble, concrete, dead trees, dead shrubs, etc. Must be stockpiled and then removed from the

site after the quantities have been measured and approved by the principal agent. Only trees and shrubs

indicated by the principal agent may be removed.

Loading and removal to the Contractors own dumping site all unusable material, debris and stone, unused

plant materials or paving, placed in measurable storage heaps, resulting from the initial soil preparation

to the final finishing process (other than specified).

Collect unwanted materials and place in measurable heaps, and certified by Landscape Architect on site

prior to removal.


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The contractor should at all times ensure to keep the site in a neat and tidy condition.

Existing planting on site has been identified and will need to be temporarily protected or transplanted as

indicated on the plan.

Provision for removal of materials unusable for fill, area to be cleared (allowance for 150mm layer over

area for veld grass and paving) - RATE MUST INCLUDE REMOVAL OFF-SITE TO REGISTERED DUMP SITE.

1.4. Decompaction

Contractor to provide the necessary machinery and labour to de-compact the areas as specified.

Material removed to be spoiled on site. Provision for decompaction behind all kerbs to open ground areas

(300mm wide x 200mm deep)

Provision for decompaction for all 100L, 200L trees and 400L trees (1200 x 1200 x 1200mm deep) (0.5

m³/tree). Decompaction on all plant beds 200 mm deep.

1.5. General Soil Shaping - Cut and fill

The contractor to provide all necessary equipment, labour and machinery for the general clearing and

shaping of selected areas on site.

All levels must be graded to the contours indicated by the principal agent. Excess excavated material must

be removed to a suitable dump site or stored in heaps of not more than 1 (one) meter high for later re-

use.

Disturbed compacted levels must be re-compacted to the density specified by the principal agent.

All cutting and filling must be done with mechanical plant to the levels and methods prescribed by the

principal agent. Final finishing levels must be done by hand.

All bulk earthworks levels to be approved by the landscape architect.

All shaping is to assist in the general storm water runoff across the entire site.

All materials resulting from the general shaping should be used on site for this purpose only.

All foreign materials or rubbish resulting during this process should be collected and removed as provided

for elsewhere.


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1.6. Excavation of landscape areas

1.6.1. Excavations deeper than indicated levels

The Contractor will at all times be responsible for safety on site and safeguard excavations.

Unless otherwise specified all excavations will be to net depths as indicated on the earthworks plan as

issued by the Responsible Professional person.

The tolerance for excavated areas should not vary by more than 50mm from the levels shown on the

earthworks plan. All spoil, temporary or permanent may only be spoiled in areas as indicated by the

Landscape Architect and maintained to the satisfaction of the Landscape Architect.

When the contractor does not comply with this, no claims in connection with the deeper excavations shall

be entertained and he will be remunerated according to the excavation depths indicated on the drawings.

1.6.2. Excessive excavations

If the Contractor excavated any excavations too deep, he must fill and compact it to the correct depth and

density at his own cost, in such a way that future subsidence will not occur. When it is necessary for the

contractor to excavate deeper than indicated on the drawings, he must notify the principal agent in

writing.

1.6.3. Safety of excavations

The contractor shall at all times be responsible for the safety of the excavations. Any loss or damage as a

result of negligence to comply with the demands of safety will be carried and corrected by the contractor

at his own expense to the satisfaction of the principal agent.

Provision for general shaping including cut & fill to average soil depth of +/- 200mm. The final level of all

excavations may not be more than 100mm higher or 100mm lower than the levels indicated on the

drawings or as stated elsewhere.

Provision for precision shaping over entire surface of the shaped areas including 20% for sloping surfaces

1.7. Filling of landscape areas

The existing area must be renovated or scarified to a depth of 200mm.

Filling, where necessary, must be done in 150mm layers. Where the nature of the compilation of the

layers differs, the layers must be inter-mixed.


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All filling material placed by the contractor must be spread and compacted as required by the principal

agent so as to avoid sagging during wet conditions. Where filling is done, all existing plants, if any, must

be removed as described in "Clearing of the area to be landscaped".

The difference in the level of the finishing layer should not be more than 100mm of the basic topographic

lines, unless otherwise prescribed by the principal agent.

1.7.1. Excessive filling

If the contractor places excessive filling, he will have to remove it at his own cost to the satisfaction of the

principal agent.

1.7.2. Source of filling material

If the filling material is not supplied by the employer and the source is not specified by the principal agent,

the contractor must get approval from the principal agent by submitting samples.

It will be expected of the contractor to get soil tests from an approved institution.

If hard rock is found during excavations, the contractor must inform the principal agent of the same so

that the extent of the hard rock can be established. If measuring of hard rock is done in the absence of the

principal agent, no claim will be granted and it will be taken as normal pickable material.


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PART: 2 - EARTH WORKS AND SOIL PREPARATION

2. SANS 2001-BE1: Earthworks (General)

2.1. Planting Medium

2.1.1. Topsoil import and spread

The contractor to provide all necessary equipment, labour and machinery for spread of topsoil from

stockpile on site, or to import the topsoil as required.

The topsoil to be free of any building rubble, rocks or plant materials.

The contractor is to import topsoil for all topsoil requirements, unless otherwise specified by the principal

agent.

Topsoil shall be placed and spread over prepared areas and then trimmed to the uniform thickness, as

required by the principal agent. After spreading and co mpacting the topsoil, the topsoil thickness shall

nowhere be less than specified, except for planer beds where the thickness shall not be less than 250mm.

Spread topsoil 500 mm layer for all built planters. All levels up to 500mm below final level to be filled with

sub-soil lightly compacted to still allow for drainage.

Spread topsoil for tree holes where required to a minimum of 0.34m³ per tree hole.

Compact soils where required, and prevent erosion at all times.

IMPORTANT NOTE FOR THE IMPORT OF TOPSOIL: PAYMENT FOR TOPSOIL WILL ONLY TAKE PLACE ON

RECEIPT OF SIGNED DELIVERY NOTES BY THE LANDSCAPE ARCHITECT PRIOR TO EACH PAYMENT

CERTIFICATE. TOPSOIL WILL NOT BE CERTIFIED WITHOUT THE DELIVERY NOTES.

2.1.2. Scarifying

Supply all the necessary equipment, tools and labour for scarifying of all areas.

All soil, which is going to be cultivated, must, unless otherwise specified by the Landscape architect, be

ripped to a depth of 200mm by crisscrossing the area at 200mm intervals using an approved implement.

Soil on inclines steeper than 1:5 must only be broken loose at 1000mm intervals, on the contour and to a

depth of 200mm.

Use hand labour to scarify under trees to ensure that tree roots do not get damaged.


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Damaged roots to be pruned and wounds to be treated with an approved sealant.

Contractor to ensure that no services, existing paving or concrete haunching behind curbs, are damaged.

Remove all unwanted debris and medium (±40mm Ø) and large (±100mm Ø) sized rocks from the

scarified soils and use suitable materials for soil berm filling.

Where applicable, de-compact by hand picking soil to a depth of 100 mm where planting is to be done

after removal of the road construction material.

2.1.3. Ripping

Ripping loose of imported material in shallow soil will be done by means of a soil ripper, spring-tine

harrow or other approved ripper type implement to a depth of 300mm. Included in the loosening of the

soil is the application and working in of fertilisers which do not dissolve easily, i.e. agricultural lime or

flowers-of-sulphur as prescribed.

Supply all necessary labour, machinery and equipment for the ripping in all planting and paving areas.

2.1.4. Fine grading

Contractor to supply all necessary labour, machinery and equipment for the fine trimming of the planting

soils of all areas.

The contractor must ensure that all areas to be planted are compacted sufficiently to avoid any

subsidence later on. Soil surface to be planted should not exceed a tolerance of 30mm in height when

measured from the basic topographical line.

Cultivate fertilizers and compost as supplied elsewhere.

Provision must be made for proper and effective stormwater drainage.

Soil erosion should be avoided at all times.

Stones larger than 40mmØ and all foreign material must be removed and used for fill.

Final surface must be shaped to desired profiles as to flow into levels of roadways and structures.

No irrigation or storm water should be allowed to puddle anywhere behind the retaining walls or in any of

the allocated plant bed areas.


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2.1.5. Compost import and spreading in plant beds

All plant beds and trees in the intensive landscaped areas are to be composted and the compost worked

into the topsoil layer on an annual basis as will be directed. The supply and digging in of compost will only

be upon instruction and will be in addition to the maintenance rate.

The Landscape architect will only accept compost if the samples submitted comply with the following

requirements:

All compost shall consist of well-decomposed organic material, free of detrimental salts, glass, debris,

weeds and other toxic impurities.

Compost shall be applied in quantities as specified.

The contractor should provide all necessary equipment, labour and machinery for import and spread of

compost.

Sample of compost must comply with specification and be approved by the Landscape Architect prior to

delivery on site.

All compost shall consist of well-decomposed organic material, free of detrimental salts, glass, debris,

weeds and other toxic impurities. The pH shall not exceed 7.0. Compost shall be protected against

excessive rain, wind and dissipation.

Application rate as per Bill of Quantities:

30 mm deep over planting areas

15 mm deep over lawn areas

0.35m³ per tree hole

IMPORTANT NOTE: PAYMENT FOR COMPOST WILL ONLY TAKE PLACE ON RECEIPT OF SIGNED DELIVERY

NOTES BY THE LANDSCAPE ARCHITECT PRIOR TO EACH PAYMENT CERTIFICATE. COMPOST WILL NOT BE

CERTIFIED WITHOUT THE DELIVERY NOTES.


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2.1.6. Fertilizers

All fertilizer shall be stored in plastic bags. Fertilizer mixtures used shall comply with the specification in

Act 36 of 1947. Application of fertilizer for soil improvement will be specified b the principal agent on

review of soil analysis and amendment recommendations submitted or added strictly according to the

manufacturer’s specification.

During the process of rotavating, substances, which need to be added in large quantities, will be

thoroughly mixed throughout the growing horizon to a depth of 200mm and not just placed on the

surface. These substances include lime, phosphates, manure, compost, slow release fertilizers, colloids,

etc. No fertilizer should be added more than two weeks prior to planting.

All fertilizers and soil improvement remedies must be applied during dry weather conditions.

Fertilizers must be worked in within 24 hours after application to prevent loss through wind and weather.

Soluble fertilizers must be applied after irrigation and be washed into the soil with a further light wetting.

Soluble fertilizers may only be applied to growing plants when leaf surfaces are dry.

Fertilizers must be rinsed off the leaves immediately after application.

Fertilisers which are not easily soluble must be applied in the available granular or powder form. Only

custom built, calibrated fertiliser applicator machines may be used. The Contractor must ensure that

quantities are spread evenly over the terrain according to specification.

Where filler material is brought in, the quantities, as described in the quantity list, must be scattered

during the filling process in order to ensure thorough mixing.

The previously measured quantities per volume of soil used as filler must be applied by hand.

All fertilisers and soil improvement remedies must be applied during dry weather conditions.

Phosphate fertilisers must be applied after the soil has been loosened, ploughed or scraped, and be mixed

thoroughly with the top 200mm of soil

Soluble fertilisers such as nitrogen fertilisers and potash, as well as fertiliser compounds, must be applied

at least eight days before planting. Fertilisers must be spread evenly and worked into the topsoil to a

maximum depth of 100mm

Soluble fertilisers may only be applied to growing plants if leaf surfaces are dry.


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Fertiliser must be rinsed off the leaves immediately after application.

No traffic may be allowed over established cultivted areas after application of fertiliser and before

irrigation.

Soluble fertilisers must be applied after irrigation and be washed into the soil with a further light wetting

2.1.7. Mulch

After trees and shrubs and groundcovers have been planted, tramped down securely, irrigated and

supported, a 50mm thick layer of approved seed-free mulch must be placed around the stem, thoroughly

watered with a thin layer of ground sprinkled thereover.The contractor to provide all necessary

equipment, labour and machinery for the import and spreading of mulch over lawn and planting areas.

Thee mulch shall consist of bark chips.

Bark chips should vary in size between 70 and 100mm Ø and should be free of seed or damaging salts or

other impurities.

The contractor must provide sample of mulching to the Landscape Architect for approval.


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PART: 3 - PLANTING

3.

3.1 Plant material

All plant material will be obtained from sources as approved by the Landscape Architect and must be

purchased from registered nurseries. This material must be healthy, with vigorous growth potential,

unblemished and parasite or insect free. No pot-bound plants will be acceptable. If the minimum

requirements cannot be met and such plants are accepted, payment will be adjusted according to the size

of the plant. Plant containers must be weed free. Soil in plant containers will continually be topped up

where required in order to prevent the exposure of plant roots. Use only an approved soil/compost

mixture for this purpose.

No broken, snapped, or grossly deformed plants will be stored or planted on site.

Dead plants will immediately be removed from the site.

All damaged plastic plant bags or other containers will be replaced by the Contractor and maintained until

plants can be planted on the site.

Where plants are kept on site for an extraordinarily long period, and plant roots grow out of the

containers, these particular plants must be transplanted into bigger containers.

Plants in containers must be well rooted with balanced root development. Roots must be spread evenly

throughout the growth medium. Plants must have been in the container for a minimum period of twelve

weeks prior to delivery to site.

3.2. Storage of plants

Plants which cannot be planted immediately (i.e. plants in containers) must be stored under nursery

conditions in a place as indicated by the Landscape Architect and must be maintained until and during

transplantation to the satisfaction of the Landscape Architect.

3.3. Trees

Contractor to supply all equipment and labour for planting of trees, shrubs and groundcovers and

seeding.

Backfill with soil, compost and fertilizer to specification and tramp down firmly.

Remove all surplus soil.


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Provide all necessary stakes for trees and secure each tree firmly. Stakes to be driven into firmly

compacted soil to minimum depth of 500mm.

Stakes must be 300mm longer than the planted tree with a maximum length of 3000mm above ground

surface. Use 3 tree stakes placed opposite sides of the tree. Tree stakes to be a minimum of 50mm Ø.

Approved tree ties to be used to attach the tree to a 50mm diameter cross brace fixed between the

stakes. One tree tie/m height of the stem to be used.

Form 1000mm Ø pond around trees and shrubs and water well after planting.

Keep all plants moist.

Plant sizes and plant densities will be strictly enforced.

3.4. Lawn

Lawn sods must be obtained from an approved source, be cut short and be weed free. The dimensions

should be approximately 1000mm long x 500mm wide. Runners must be well matted, with a soil layer of

at least 5mm. Sods must be transported to the site in a rolled-up form (alternatively on pallets) and must

be laid down on the same day. Lawn must be pure as regards the species. The lawn grass shall have a

good, healthy green colour, without any dead spots. Sprigs for planting are to be taken from the sods.

3.5. Herbicides and pesticides

Herbicides and pesticides may only be used with the prior written approval of the Landscape architect.

The Contractor shall have available at all times Material Safety Data Sheets for all pesticides, herbicides

and applications used and shall remove and dispose of empty containers, bags, etc. in an environmentally

responsible way. Herbicides, pesticides, chemical products and applications used in this contract shall

meet all requirements set by law and the Department of Water Affairs and is to comply with relevant

SABS specifications.

All herbicides and pesticides shall be applied by specialists in the applicable field or adequately trained

supervisors. The onus shall be on the Contractor to ensure that no desirable vegetation is damaged or

dies as result of the application of herbicides or pesticides or any other product used by the Contractor,

the incorrect use of equipment, incorrect equipment or negligence on the part of the Contractor or his

staff. The Contractor shall take all reasonable steps to ensure that weed and pest control is done in

optimal weather conditions to ensure maximum effectiveness.

If in the opinion of the Employer any vegetation is damaged or dies as result of any actions whatsoever by


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the Contractor such vegetation shall be replaced to the satisfaction of the Employer. Such vegetation,

lawns etc. will be replaced with the same species or in consultation with the Employer with any other

species that may be decided upon. The cost of such replacement shall be for the account of the

Contractor. Prior to replacing vegetation, lawn etc. and on instruction from the Employer the Contractor

shall ensure that all residue of the herbicide etc. is removed from the soil, paving or any other surface or

area applicable.

The Contractor shall make his own deductions and conclusions as to the nature of the weeds or pests

where work is to be executed and shall accept full responsibility therefore. He shall ensure that all

complimentary information necessary for the execution of the service is

obtained and checked in due time and will not invoke a lack of information as justification for delayed

and/or defective work.

3.6. Specimen Trees

3.6.1. Specimen Trees out of 400L containers.

Trees: 3000mm stem height and 2000mm wide crown after planting with 80-100mm Ø stem measured

300mm above soil level.

Contractor to meet the landscape architect to select trees to be used. Colour photos of the proposed

trees must also be supplied to the landscape architect.

Each tree will be secured using a double strand of no. 8 gauge galvanised wire by tying it down from the

tree stake to a position on the tree at an angle of between 45 deg and 60 deg suitably looped around the

stem of the tree, the tree bark to be protected from scarring by threading the wire through a 300mm

length of plastic hosing. The double strand must then be suitably entwined so that the tree is stable.

Alternative securing methods can be proposed but will be at the sole discretion of the Landscape

Architect.

Contractor to guarantee each tree for a 12-month period.

3.7. Shrubs and Groundcovers

The Contractor will set out the positions of the groundcovers according to the triangle system in such a

way that plants, after being planted, will form neat rows in four directions to facilitate weed and plant

control. Plant positions will be marked out on the surface of the ground.


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3.7.1. Ground Covers out of 2 L Containers.

NOTE: NO PLANT SIZE SUBSTITUTIONS ARE ALLOWED

Plants should have 200 mm stem lengths and be well established and full within the containers.

Contractor to guarantee planting for a 12-month period. Supply, plant and maintain.

3.7.2. Ground Covers out of 4 L Containers.

NOTE: NO PLANT SIZE SUBSTITUTIONS ARE ALLOWED.

Plants should have 250 mm stem lengths and be well established and full within the containers.

Contractor to guarantee planting for a 6-month period

3.8. Pruning of existing trees

Contractor to prune existing large trees, by removing dead & damaged branches and crown lifting to

minimum 3 meters. Treat all wounds with a selected sealant according to manufacturer’s specifications.

Leaves of trees are to be treated as per landscape architect’s instruction to avoid transpiration. All

pruned branches etc., must be removed from the works site by the contractor as part of his normal

duties. Branches, may, as an alternative be chipped and the mulch spread on the site at the discretion of

the Landscape Architect.


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PART: 4 - IRRIGATION

4. (SANS 8779 - Plastics piping systems - Polyethylene (PE) pipes for irrigation)

4.1. Irrigation for new landscape development

4.1.1. Water connection point

A water connection point to be made available close to the irrigation mainline or as shown on plan.

4.1.2. Water pressure

Minimum water pressure and flow required are 110L/P/M @ 5 Bar which must be confirmed on site by

irrigation contractor before any work commences.

4.1.3. Sleeve requirements

All sleeves to be 110mm in diameter. The pipe is to be slotted with a corrugated outer wall and a smooth

inner wall. The pipe must have a pipe stiffness of at least 450 kPa. The sleeving pipe must conform to

SABS and ISO standards.

All sleeves to be installed approximately 500mm below ground level and clearly marked. In the case of the

sleeves being buried deeper than 500mm the project manager needs to be notified of the depth details.

All sleeves should extend a minimum of 500mm behind the kerb into the landscape area.

All sleeves connecting tree rings (including electrical, etc.) must be placed to the side of the tree ring and

not in the middle, as per the drawing below. All other service sleeves must be placed to the side as well.

4.2. Turf Valves

Assembly of the 25mm Turf Valves with fittings to be as shown in the respective detail drawing. Turf Valve Keys to manually operate the turf valves, which in turn to run the impact sprinklers or hose pipes. All Turf Valves to be connected to a 25mm Swing joint riser. 250mm round valve boxes to be installed at each turf valve; this will not only deter vandalism or theft but

will also prevent any serious injuries as they are installed in play areas. An isolation valve to also be

installed at each turf valve to allow for partial isolation in the case of breakages or maintenance purposes.

Please note: In addition to this, a galvanized lockable valve box must also be installed.


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4.3. Pipes

4.3.1. Low-density polyethylene (LDPE)

The irrigation Sprayline to be a class 3 LDPE pipe or other where specified, and to be installed in trenchers

that are no shallower than 350mm below the surface of the landscaped areas. All LDPE pipes that need to

cross roads/paths to be installed in sleeves as specified.

The LDPE pipe to make use of Micromark Full Flow, which are to be colour coded for easy identification

and are easily installed, there is no need to use soap or pipe dope to install the Full Flow fittings.

4.3.2. High-density polyethylene (HDPE)

High-density polyethylene (HDPE) to conform to Type IV in SABS 533.

The irrigation Mainline to be a Class 6 HDPE to a Class 16 HDPE pipe, as per specification, and to be

installed in trenches that are to be no shallower than 500mm below the surface of the landscaped areas.

All HDPE pipes that need to cross road/paths to be installed in 110mm sleeves.

The HDPE pipes to make use of SAB approved compression fittings, which are made from a high quality

Copolymer Polypropylene and are manufactured in accordance with UNI 9561 AS/NZS4129 BRL –

K17105/01 DIN 8076 ISO 14236.

4.4. Trenching

Excavation, backfilling and compaction of trenches 650 mm deep and 250 mm wide for all pipes over

63mm Ø and 450 mm deep and 250 mm wide for all pipes below and including 63mm Ø.

Compaction of trenches through hard surfaced areas to be to Responsible professional person’s

specification for other civil works. That through planted areas to be to the same degree of compaction of

the surrounding planting area, such that no subsidence occurs after backfilling.

If rock or other adverse conditions preclude the installation at the prescribed depth, the Landscape

architect’s permission must be obtained for burial at a shallower depth.

The backfill material surrounding the pipe by 50mm shall be free of rock or other hard materials.

Trenches will be set out and dug true to plan, winding and skew trenches will not be acceptable.


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4.5. Warranty

To protect the client’s interest regarding a quality irrigation system and ongoing onsite supervision and

consultation during the project, only the specified materials are to be used on the project -: i.e. SAB

approved fittings, SABS PN80 HDPE pipe with the pipe class specified on the irrigation layout plan, and

Rain Bird Irrigation equipment that is supplied by Controlled Irrigation, or similar approved.

The terms and conditions of the warranty shall be clearly stated and will follow the warranty period of the

manufactures. The warranty will be handed to the client on the handover of the irrigation system.

4.6. As-built Drawings

As-built drawing must be handed over, after the completion of the irrigation contract to either the

irrigation consultant or landscape architect in digital format and in hard copy, which will be handed to the

client on handover.

4.7. Water Supply

Municipal water to be used for the irrigation system or from another source where specifically specified.

The water supply to have a minimum flow of 110 litres/minute at a pressure of 4 Bar pressure is required.

If this pressure cannot be supplied, a booster pump system may be required in order for the irrigation

system to operate as it has been designed to by the irrigation consultant.

PLEASE NOTE:

The irrigation BoQ can change considerably if the irrigation sleeves, water requirements and controller

are not able to be installed as specified. Any variations from initial design must be pointed out to the

irrigation consultant in order to amend the design and/or BoQl accordingly.

All work is to be installed to L.I.A specifications and this may be checked in the form of random on-site

visits.


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Eastern Gateway Oval Park Landscape Maintenance Specifications and Bills of Quantities Version 1 June 2020

Introduction

This document is intended to explain what the landscape maintenance (sub)contractor’s (hereafter the Contractor) responsibilities are with regard to the different tasks that have to be performed and the method likely to be adopted in doing so. The particular method that is adopted however and the result that is achieved must conform to generally accepted professional garden/horticultural practices and to the standards required by the Client. The document is divided into three parts, i.e. Part 1: Specifications Part 2: Bills of Quantities Part 3: Schedule of rates. The landscape (sub)contractor must complete Part 2: Bills of Quantities and Part 3: Schedule of rates and return the completed document with his/her landscape installation tender since the landscape maintenance contract will come into effect once the landscape installation works completion has been certified by the landscape architect. The contractor is to provide all necessary machinery, fuel, labour, material to undertake all the maintenance items and the establishment of all elements within this bill of quantities. The Specifications and Bills of Quantities follow the same numbering system for ease of cross referencing and coordination.


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PART 1 Landscape maintenance: Specifications

1. PRELIMINARIES AND GENERAL

1.2. Site establishment

The contractor should note that no permanent on-site facilities are available to house his/her maintenance equipment and that all equipment must be brought to and removed from site on a daily basis

1.3. Rain meter

1.3.1. The contractor must supply and maintain a rain meter on site and record the rainfall on a

daily basis in the Site Book

1.4. Site Book

1.4.1. The Contractor shall keep and update a Site Book in which the application of herbicides

and pesticides is noted, and health and safety issues recorded.

1.4.2. The Site Book shall be made available on demand to the Landscape Architect or the

Employer.

1.5. Health and Occupational Safety issues

1.5.1. The Contractor must be aware of and comply with all applicable clauses of the Health and

Safety Act, specifically to take note of requirements regarding safety clothing and the safe

use of hazardous material and equipment.

1.5.2. The Contractor shall keep a daily record in the Site Book of any health or safety incident

on site and communicate such incident to the Employer and Landscape Architect in

writing.

1.5.3. Replacement of dead plants:

1.5.4. All plants which have died during the maintenance period have to be systematically

replaced by the Contractor at his expense during the maintenance period as and when

directed to do so by the Landscape Architect.

1.5.5. Plants have to be replaced with the same species in accordance with the specifications or

in consultation with the Employer with any other species which may be decided upon.


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1.6. Public Liability insurance

The Contractor must ensure that the Public Liability Insurance required in terms of the maintenance contract or sub-contract requirements are kept in place for the duration of the contract.

1.7. Contractor’s all risks insurance

The Contractor must ensure that the Contractor’s all risks insurance required in terms of the maintenance contract or sub-contract requirements are kept in place for the duration of the contract.

1.8. SASRIA Political Riot insurance

The Contractor must ensure that the SASRIA Political Riot insurance required in terms of the maintenance contract or sub-contract requirements are kept in place for the duration of the contract.

1.9. Compliance with Client’s administrative requirements

The Contractor must comply with all the Client’s administrative requirements applicable to the contract such as, but not limited to. obtaining authorised access control for his/her personnel and equipment.

1.10. Access to planted areas

The Contractor must notify the Landscape Architect immediately upon him/her experiencing any difficulty in gaining access to planters, courtyards etc. for maintenance purposes and record such incidences in the Site Book.


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2. MAINTENANCE OF LAWN AREAS

2.1 Mowing (September to April - weekly)

All lawn areas must be mowed WEEKLY in the period 1 September to 30 April. Lawn clippings must be raked, collected and removed to be composted where possible, and not be left on the lawn. After each mowing the edges must be trimmed following the indicated bed lines on the appropriate drawings or as instructed by the Landscape Architect.

2.2 Mowing (May to August – bi-weekly

All lawn areas must be mowed once every TWO WEEKS in the period 1 May to 30 August. Lawn clippings must be raked, collected and removed to be composted where possible, and not be left on the lawn. After each mowing the edges must be trimmed following the indicated bed lines on the appropriate drawings or as instructed by the Landscape Architect.

2.3 Lawn scarifying and top dressing

All lawn areas must be scarified during August to remove thatch build-up. Top dress all lawn areas once a year during September with a 20mm thick layer of specified soil mix to eliminate any unevenness in the lawn to improve drainage or to rejuvenate lawn areas. Use a mixture of 50% approved topsoil, 25% river sand and 25% approved lawn dressing.

2.4 Removal and clearing of weeds in lawn areas

All lawn areas must be kept weed free by mechanical, manual of other approved methods on a

weekly basis. All cleared weeds must be removed from lawn areas and discarded an approved

domestic refuse dump site.

2.5 Fertilizing during mid-August Directly after scarifying the lawns in August and before topdressing the lawns in September, apply 2:3:2(22)+Zn at 100g/m²

2.6 Fertilizing at end-November

At the end of November, apply 2:3:4(24)+Zn at 75g/m²

2.7 Fertilizing in mid-January

In mid-January, apply LAN at 75 g/m²

2.8 Removal of grass clippings

Grass clippings are not to be used as a mulch on planter beds. All clippings and roots are to be collected and removed from the site on a weekly basis


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3. MAINTENANCE OF VELD GRASS AREAS

3.1 Slashing of Veld Grass

3.1.1 Veld grass must be slashed to a height of 150mm during July every year. 3.1.2 The Contractor must take care not to slash indigenous shrubs or ground covers and take

specific care not to ring bark any tree by mechanical slashing.

3.2 Removal and clearing of weeds

3.2.1 The Contractor must remove weeds on a weekly basis by pulling out (including the roots) or by mechanical slashing keeping in mind Clause 3.1 above and Clause 3.3 hereafter when applying an appropriate herbicide.

3.2.2 Remove all weeded plants from site on a weekly basis to limit the spreading of weed seeds

3.3 Application of herbicide for broad-leaf weeds (Sept, Dec & Feb) 3.3.1 Apply an appropriate broad-leaf weed herbicide in accordance with the manufacturer’s

specification during September, December and February every year. Add an appropriate colourant to the herbicide so that the areas of application are clearly marked.

3.3.2 The Contractor must take care not to overspray or spill herbicide on any other plants in close proximity to the weeds.

3.4 Fertilization in mid-August

Apply 2:3:2(22)+Zn fertilizer at 50g/m² during mid-August.

3.5 Reseeding or re-sprigging open patches

Any open patches larger than 0.5m² have to be replanted by either sowing applicable seed or planting additional sprigs of specific species on a monthly basis. Such areas have to be loosened and fertilized thoroughly before planting or sowing, in accordance with the specifications


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4. MAINTENANCE OF PLANTER BEDS There are many types of planter beds differing in character and in the amount of plant material they carry. Different bed cleaning methods are used to achieve an end result common to all beds, namely that the beds conform to an accepted horticultural standard of neatness, cleanliness and have a pleasing appearance. All plants must comply with the plant species schedule and no alternatives will be accepted without the written approval of the Landscape Architect.

4.1 Corrective pruning

The contractor will identify which plants require pruning and determine when this is to be done to the best advantage of the plant, not only to achieve current aesthetic appeal, but also to realise the long-term growth potential, development and ultimate shape of the plant. Allow this to be done on a monthly basis. All shrubs and groundcovers are to be regularly pruned by knowledgeable persons as part of the routine maintenance and branches and leaves removed from site. As and when necessary, plants are to be pruned so as not to impair visibility of motorists or create security risk areas. The Contractor will be permitted, as part of his routine maintenance, to chip all pruned tree and shrub branches which may then be used for mulch in the plant beds Once a year the Contractor is to carry out selective thinning and pruning throughout the site. This operation should be undertaken in July to September. All prune wounds are to be suitably sealed off. All damaged branches and stems are to be treated and tied up as is common horticultural practice.

4.2 Weeding and cultivating

Cultivation and weeding should be a continuous process – at least once a week per area. Care should be taken to avoid damage to plants and plant roots during the cultivation process. Any material, e.g. rock, builder’s rubble and dead roots that are brought to the surface during the cultivation process exceeding 50 mm in any direction is to be removed by the Contractor. Encourage the use of natural mulch layers as part of sound horticultural practices, especially on exposed areas.


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4.3 Composting of planting areas

4.3.1 "Compost" means properly decomposed organic material, free from deleterious salts, waste products and impurities and with a pH-value between 4 and 7.

4.3.2 Compost used as an additive to the soil shall be from an approved source and the Contractor shall notify the Landscape Architect of the type, origin, supplier and a sample for final approval, in writing, PRIOR TO carting it to the site.

4.3.3 Compost shall be moderately moist but not waterlogged, and of moderate to fine texture. Spent mushroom compost may be used as mulch or as a topsoil additive at the discretion of the Landscape Architect.

4.3.4 Compost or similar organic Group 2 fertilizer shall be applied at a rate of 0.03m³/m² during the month of April and must be worked into the top 50mm of soil.

4.3.5 The rate per m³ for compost shall include supply, placing and working into the soil as instructed.

4.4 Mulching of planted areas

4.4.1 Bark chips or wood mulch shall be applied during May directly after the compost (refer to “mulching” above) has been placed.

4.4.2 Mulch to be shredded selected wood or bark chips varying in size from 25mm to 50mm in length, from coniferous trees or other approved source.

4.4.3 The Contractor to ensure soil improvement and settlement have been corrected prior to mulching.

4.4.4 The rate per m³ for placing mulch shall include all the costs of supply, store, transporting and spreading of the material in a minimum of 50mm thick layers; note that this required thickness relates to 0.05 m³/m² of mulch.

4.5 Fertilizing of planted areas mid-September

Apply 2:3:2(22)+Zn at 100g/m²

4.6 Fertilizing of planted areas mid-November

Apply 3:1:5(SR)+Zn at 75 g/m²

4.7 Apply the fertilizers to all planter areas in mid-January

Apply LAN at 75g/m²

4.8 Wash foliage on indoor planters

The Contractor shall hose down the dust from foliage of indoor plants in built planters twice monthly. The Contractor must provide his own hoses with appropriate fittings for this purpose.


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5. MAINTENANCE OF TREES

5.1 Corrective pruning of trees 5.1.1 Newly planted tree shall be pruned twice per annum to acceptable horticultural practise

and to specific instructions from the Landscape Architect. 5.1.2 Contractor to keep the soil in the tree rings around the tree trunks clear of any lawn or

weed infestation 5.1.3 All existing trees need to be pruned monthly to improve their growth, form and ensure

clear stems of 2,1m or as directed by the Landscape Architect. Ensure that all dead and diseased branches are cut off and removed.

5.1.4 Trees are to be pruned on a monthly basis so that the branches or leaves do not obstruct the view of any security cameras, nor damage façades or canopies.

5.2 Tree stakes

The eucalyptus tree stakes shall be Tanalith treated, have a minimum diameter of 35mm and shall be 300mm longer than the planted tree with a maximum length of 3m above ground surface. Approved plastic tree ties will be used to attach the tree to the stake and one tree tie per meter will be used. Stakes will be buried at least 500mm into compacted soil. Tree stakes of trees shall be checked monthly, straightened, firmed into the soil, and retied when and where necessary. Also ensure that the tree ties are not too tight by adjusting as required.

5.3 Soil basins around trees in planters and in veld grass

Maintain a watering basin which can accommodate 50l of water around trees in planters and in veld grass areas on a monthly basis.

5.4 Protection against ringbarking

Where the manicured lawn or veld grass grows up to the tree, use tree guards to prevent ring-barking during the cutting/weed-eating process.

5.5 Fertilizing of trees

Apply 2:3:2(22)+Zn fertilizer at 200g/tree well worked into the soil at each tree in August.


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6. PESTS AND DISEASE CONTROL

(Refer also to Clauses 2.4, 3.3 and 4.2)

Plant diseases include but are not limited to fungi, oomycetes, bacteria, viruses, viroids, virus-like

organisms, phyto-plasmas, protozoa, nematodes and parasitic plants.

Pests include but are not limited to locusts, Gall Mites (these microscopic mites suck sap and cause abnormal growths), Leaf Miner Damage (the larvae of various flies, moths, sawflies and beetles feed within the leaves, creating discoloured blotches or surface trails), Codling Moth, Winter Moth, scale insects, Whitefly, beetles, thrips and ants. The Contractor should constantly monitor pests and diseases throughout the site and apply control measures immediately upon observation thereof.

6.1 Application of pest and disease control materials and methods

6.1.1 Keep records of observations, application rates and actions taken in the Site Book and

make available to the Landscape Architect or Employer. 6.1.2 The Contractor is to use appropriate, environmentally friendly, bio-degradable pest and

disease control methods and products. Apply an approved remedy against pests and diseases to each plant as and when required. Application rate and intervals according to manufacturer’s specifications.

6.1.3 Adhere to the specific requirements of the EMPr regarding the safe application of herbicides and pesticides

7. LITTER CONTROL

7.1 Litter in planted areas

The Contractor shall, on a weekly basis, clean up and remove litter in all planted areas, lawns and veld grass areas to an approved domestic refuse dump site. Any dumping of waste (e.g. dust from vacuum cleaners, building rubble etc.) and litter (e.g. cigarette butts) by other contractors or the Employer’s employees and that are damaging the landscape must be reported in writing to both the COMDEV Facilities Manager and the Landscape Architect and recorded in the Site Book.

8. MAINTENANCE OF PAVED AND GRAVEL AREAS

8.1 Cleaning of paved walkways in landscaped areas

The Contractor shall, on a weekly basis, sweep all external paved areas of litter, debris, dust and leaves and remove such litter etc. to an approved domestic refuse dump site.


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8.2 Control of weeds in paved areas

The Contractor shall be responsible for keeping the paved walkways clear of weeds and shall only apply pesticides and fungicides at the request and on specific instruction from the Landscape Architect. Allowance has been made in Part 2: Bill of Quantities for a once per month application.

9. MAINTENANCE OF STREET FURNITURE

9.1 Cleaning of seating benches

Clean seating surfaces of benches with appropriate cleaning material on a weekly basis.

9.2 Litter bins The contractor should note that the cleaning and removal of litter in litter bins are the responsibility of the COMDEV Maintenance Department.

9.3 Drinking fountains Clean algae and other dirt from drinking fountains and ensure proper working of all drinking fountains on a weekly basis.

9.4 Reporting on damages

On a weekly basis, report in writing any damages to seating benches, litter bins, drinking fountains, lights to COMDEV Facility management with copies of all such correspondence to the Landscape Architect and record any such damages in the Site Book as well.

10. MAINTENANCE OF IRRIGATION SYSTEMS

(Where applicable on sites where an irrigation system has been installed)

The landscape irrigation mainly comprises an automatic drip and spray irrigation system. Some sections are hand watered by means of a turf valve and dragline. The Contractor is to take care that all landscaped areas are kept moist continuously to the equivalent of 25mm per week so that plants do not wither or drown. In addition to normal irrigation, all trees are to be individually watered twice a week by filling the pond around the tree. All replacement plants must be planted in moist soil and be well irrigated not later than one hour after planting. After plants have been planted, the area must be irrigated and kept moist thereafter until the completion of the maintenance contract. Following watering, the soil should be moist to a depth of at least 300 mm. The Contractor’s maintenance responsibility shall include the time setting of the irrigation stations and the maintenance of pipework nozzles/heads. The Landscape Architect or Employer should be notified in writing as soon as possible of any fault concerning the irrigation supply water or the irrigation system outside of the Contractor’s control.


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10.1 Monitoring of the installed irrigation system

All irrigation systems (automatic, turf valve and drip systems) should be monitored daily. Irrigation areas should be monitored daily to check for dry spots or insufficient watering of plants. Note dysfunctional irrigation equipment in the Site Book and bring to the Landscape Architect’s attention as early as possible.

10.2 Manual and hand-watering

(where applicable) The Contractor has to make provision to do hand watering from water supply points or from a water cart where there is no irrigation system. Individually hand water trees with 20 liters per tree per week. Apply 25mm/week of irrigation to all other planted areas not served by an automatic irrigation system.

10.3 Automatic irrigation systems

(where applicable) Ensure that controller settings deliver 25mm/week irrigation to all planted areas. Refer also to Clause 10.1 above regarding reporting of malfunctioning irrigation components.

11. GENERAL SITE WORK

11.1 Open storm water systems

The Contractor shall on a weekly basis clean out weeds and sedimentation from open storm water systems to remove all blockages.

11.2 Erosion protection

The Contractor shall on a weekly basis control and prevent small-scale erosion in any areas of sloping soil, especially the embankments. An active part of this process is to prevent topsoil from washing onto walkways, roads and parking areas as well as into channels, streams etc.

11.3 Top up pond levels

Where applicable the Contractor shall on a weekly basis top up pond levels to their overflow levels

11.4 Debris in ponds and overflow pipes

The Contractor shall on a weekly basis clean and remove accumulated debris and sediment from streams, ponds and overflow inlet pipes


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PART 2 Landscape maintenance Checklist

Specification clause number

Description Unit Quantity Completed Comments

1 PRELIMINARIES AND GENERAL

1.1 Site Establishment per year 1

1.2 Comply with the requirements of the Operational Environmental Management Plan (EMPr)

No. 1

1.3 Monthly site inspections No. 12

1.4 Supply rain meter and keep daily rainfall record

daily 365

1.5 Site Book No. 1

1.6 Compliance with Health & Occupational Safety Act

No. 1

1.7 Replacement of dead plants No. All plants

1.8 Public Liability insurance per year 1

1.9 Contractors all risks insurance per year 1

1.10 SASRIA Political Riot insurance per year 1

1.11 Compliance with Client’s administrative requirements

No. 1

1.12 Access to planted areas No. 1

2. MAINTENANCE OF LAWN AREAS

2.1 Mowing (September to April - weekly) Weekly 34

2.2 Mowing (May to August – bi-weekly Bi-weekly

9

2.3 Scarify (August) and Top dressing (September)

Annually 1

2.4 Removal and clearing of weeds in lawn areas Weekly 52

2.5 Fertilizing: 100g/m² of 2:3:2 (22) + Zn – Mid August

Annually 1

2.6 Fertilizing: 75g/m² of 2:3:4 (24) + Zn - End November

Annually 1

2.7 Fertilizing: 75g/m² of LAN - Mid January Annually 1

2.8 Grass clippings are not to be used as a mulch on planter beds. All clippings and roots are to be collected and removed from the site

weekly 52


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3. MAINTENANCE OF VELD GRASS AREAS

3.1.1 Slashing Veld Grass Monthly 12

3.1.2 Take care not to slash indigenous plants or not to ring bark trees

No. 1 0

3.2.1 Removal and clearing of weeds Weekly 52

3.2.2 Remove weeded plant from site Weekly 52

3.3.1 Application of herbicide for broad-leaf weeds (Sept, Dec & Feb)

Thrice-annually

3

3.3.2 Take care not to overspray or spill herbicides No. 1 0

3.4 Fertilization: 50g/m2 of 2:3:2(22)+Zn in mid-August

Annually 1

3.5

Reseeding or re-sprigging of open patches, Any open patches larger than 0.5m² have to be replanted by either sowing applicable seed or planting additional sprigs of specific species. Such areas have to be loosened and fertilized thoroughly before planting or sowing, in accordance with the specifications

monthly 12

4. MAINTENANCE OF PLANTER BEDS

4.1 Corrective pruning of shrubs & climbers monthly 12

4.2 Weeding and cultivation weekly 52

4.3.1 to 4.3.3 Compost specification No. 1

4.3.4 to 4.3.5 Supply and place compost in April m³ 30

4.4 Supply and place specified mulch in May m³ 51

4.5 Supply and place 2:3:2(22)+Zn at 100g/ m2 in all planter beds in mid-September

kg 14.5

4.6 Supply and place 3:1:5(SR) + Zn at 75g/m2 in all planter beds in mid-November

kg 11

4.7 Supply and place LAN at 75g/m2 in all planter beds in mid-January

kg 11

5. MAINTENANCE OF TREES

5.1.1 Prune new trees Twice per year

2

5.1.2 Keep tree rings/basins clear of weeds weekly 52

5.1.3 Keep trees clear pruned up to 2,1m height monthly 12

5.1.4 Prune trees to avoid visual/camera obstructions or damage to buildings

monthly 12

5.2 Maintain the specified tree stakes monthly 12

5.3 Maintain soil basins around trees not in tree grids

monthly 12

5.4 Protection against ring-barking monthly 12

5.5 Supply and work in 2:3:2(22)+Zn at 200gr/tree

in August kg 2.5


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6. PESTS AND DISEASE CONTROL

6.1.1

Keep records of all applications of herbicides, fungicides and pesticides in the Site Book and report to the Landscape Architect on a monthly basis

Monthly 12

6.1.2 Spraying for pests and diseases with an appropriate insecticide or fungicide as approved by the Landscape Architect

Monthly 12

7. LITTER CONTROL

7.1

Clean up and remove litter from all planted areas of walkways in planted areas. Report littering by other parties to the COMDEV Facilities management and record such instances in the Site Book

Weekly 52

8. MAINTENANCE OF PAVED AND GRAVEL AREAS

8.1 Cleaning of paved areas in the landscape weekly 52

8.2 Control of weeds in the paved areas monthly 12

8.3 Maintenance of gravel areas monthly 12

9. MAINTENANCE OF STREET FURNITURE

9.1 Clean seating surfaces of benches with appropriate cleaning material

Weekly 52

9.2

Note that the removal of full litter bin bags and the replacement thereof with new litter bags is the responsibility of the COMDEV Facilities management department

No. 1

9.3 Clean algae and other dirt from drinking fountains and ensure proper working of all drinking fountains

Weekly 52

9.4

Report in writing any damages to seating benches, litter bins, drinking fountains, and lights to COMDEV Facility management with copies of all such correspondence to the Landscape Architect. Note all such incidences in the Site Book

Weekly 52


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10. MAINTENANCE OF THE IRRIGATION SYSTEM

10.1 Monitor the installed irrigation system on a daily basis to identify dry spots or insufficient watering of plants

daily 365

10.2

Manual irrigation (where applicable): Apply 25mm/week of irrigation to planted areas and trees. Individually hand water trees with 20 liters per tree per week

Weekly 52

11. GENERAL SITE WORK

11.1 Cleaning of open storm water systems to remove weeds and sedimentation

Weekly 52

11.2

Control and prevent small-scale erosion in

any areas of sloping soil, especially the embankments to prevent topsoil from washing onto walkways, roads and parking areas as well as into channels, streams etc.

Weekly 52

11.3 Top up pond levels to their overflow levels Weekly 52

11.4 Clean and remove accumulated debris, weeds, etc. from streams, ponds and overflow inlet pipes

Weekly 52


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PART 3 Landscape maintenance: Schedule of rates

The schedule of landscape maintenance rates is to allow the client and landscape maintenance contractor to agree to the rates at which damaged or vandalised equipment, hard-scaping material and irrigation equipment or dead plant material will be replaced (labour and material) in instances where the damage was beyond the control or responsibility of the Contractor

3.1 Replacements & repairs to vandalised irrigation equipment

Unit Rate only

3.1.1 NIPPLE BARREL GALV 50MM each

3.1.2 VALVE GATE BRASS 50MM each

3.1.3 50MM BSP P.R.VALVE each

3.1.4 430MM X 300MM RECT GALVANISED STEEL LOCKABLE VALVE BOX each

3.1.5 SAB 50X2in COMP MALE ADAPTOR each

3.1.6 SAB 50MM COMPRESSION TEE each

3.1.7 50MM PN08 HDPE PIPE SANS PE100 m

3.1.8 SAB 50MM COMP COUPLING each

3.1.9 SAB 50MM COMP ELBOW each

3.1.10 SAB 50MM COMPRESSION TEE each

3.1.11 SAB 50X1 HIGH PRESSURE SADDLE each

3.1.12 EMJAY PP MALE/FEMALE ELBOW 1" (25MM) BSP each

3.1.13 FULL/PART CIRCLE IMPACT SPRINKLER each

3.1.14 600MM HIGH GALVANISED TRIPOD FOR SPRINKLERS each

3.1.15 PVC BALL VALVE COMPACT BSP THR 1 each

3.1.16 250MM RECT GALVANAISED STEEL LOCKABLE VALVE BOX each

3.1.17 AQUA 25 PLASTIC TURF VALVE each

3.1.18 AQUA PLASTIC TURF VALVE KEY each

3.1.20 EMJAY COMB. FEMALE ELBOW 20MM X 3/4" each

3.1.21 CLAMP HOSE CLASS 6 20MM (2027) each

3.1.22 20MM X 25M DRAGLINE M-DUTY BLACK each

3.1.23 3/4in SNAP ON HOSE CONNECTOR each

3.1.24 SNAP ON SPRAY NOZZLE each

3.1.25 SAB 50X1 HIGH PRESSURE SADDLE each

3.1.26 EMJAY PP MALE/FEMALE ELBOW 1" (25MM) BSP each

3.2 Replacement plants

Unit Rate only

3.2.1 Supply & plant trees - 200l, 2.5m high of locally available species each

3.2.2 Supply and plant groundcovers - 2l of locally available species each

3.2.3 Supply and plant instant lawn - Kikuyu m2

3.2.4 Prune up mature trees against buildings each

3.2.5 Cutting of in-situ sods for replanting elsewhere on site m2

Documents

663 664 - JDA