663 664 - jda
TRANSCRIPT
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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
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.
Concrete 30MPa steel reinforced.
Bosun 200x100x50 Bevel Bond paverColour: Autumn blend, Basket weave pattern
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
Copyright vests in KWPCREATE. All Rights Reserved
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
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
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
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.
50mm thick 15-19mm gravel
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
Geotextile layer with 20% overlap if necessary.
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
Bosun 200x100x50 Bevel Bond paverColour: Autumn blend, Basket weave pattern
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
Bosun 200x100x50 Bevel Bond paverColour: Autumn blend, Basket weave pattern
Compacted backfill in layers of 150mm@ 90% MOD AASHTO
Scale: 1:20
Typical walkway detail
3
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
DETAIL SHEET 2
1:20 (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
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
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
Ø 50 x 2mm mild steel round tubing with paint finish to Architect'sspecification
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
50mm thick 15-19mm gravel
Geotextile layer with 20% overlap if necessary.
Scale: 1:20
Community garden planter
4
Canopy to architect's detail
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.
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.
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
Copyright vests in KWPCREATE. All Rights Reserved
project name
discipline
project description
scale drawn
checkeddate
drawing number
00.00_L/XXX
A1
DETAIL SHEET 3
1:20 (A1)
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
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
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
Copyright vests in KWPCREATE. All Rights Reserved
project name
discipline
project description
scale drawn
checkeddate
drawing number
00.00_L/XXX
A1
SOFT LANDSCAPE PLAN
ML
ML
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
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
1:250 (A1)
2020-11-02
EASTERN GATEWAY_OVAL PARK
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
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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
Copyright vests in KWPCREATE. All Rights Reserved
project name
discipline
project description
scale drawn
checkeddate
drawing number
00.00_L/XXX
A1
IRRIGATION PLAN
ML
ML
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
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
1:250 (A1)
2020-11-02
EASTERN GATEWAY_OVAL PARK
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
www.kwpcreate.com
+ 27 (0) 343 9141
architects
urban designers
landscape architects
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.
Platform to Landscape architect
3mm thick DIBOND composite sun screen sheets fixed to lipped channelsPrecast concrete table to Landscape
architect
Precast concrete bench to Landscape architect
Platform to Landscape architect
100 x 170 x 0.5mm thick Charcoal chromadek finished purpose-made flashing
0.5mm thick Charcoal chromadek finished Klip-tite roof sheeting
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
0.5mm thick Charcoal chromadek finished Klip-tite roof sheeting
150 x 50mm charcoal painted lipped channel purlins spaced @ 1 400mm c/c max.
Platform to Landscape architect
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
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
www.kwpcreate.com
+ 27 (0) 343 9141
architects
urban designers
landscape architects
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
17.14/102
PAVILION SHADE STRUCTURES
17.14_PEU EASTERN GATEWAY
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
0.5mm thick Charcoal chromadek finished Klip-tite roof sheeting
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
BRICK WALL PLASTERED ON THE INSIDE
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
150mm THICK G5 MATERIALCOMPACTED TO 95% MODAASHTO WITHIN 2% of OMC.
RIP AND COMPACTINSITU MATERIAL TO 90%MOD AASHTO WITHIN 2% OFOMC
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
150mm THICK G5 MATERIALCOMPACTED TO 95% MODAASHTO WITHIN 2% of OMC.
RIP AND COMPACTINSITU MATERIAL TO 90%MOD AASHTO WITHIN 2% OFOMC
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 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)
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
BRICK WALL PLASTERED ON THE INSIDE
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
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.
Concrete 30MPa steel reinforced.
Vanstone Eureka Table1600 x 800 x 800mm
Finish: Smooth natural grey concrete.Top edge chamfered all around.
Concrete 30MPa steel reinforced.
Canopy to architect's detail
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
RIP AND COMPACTINSITU MATERIAL TO 90%
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
RIP AND COMPACTINSITU MATERIAL TO 90%
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
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
RIP AND COMPACTINSITU MATERIAL TO 90%
MOD AASHTO WITHIN 2% OF OMC
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
50mm thick 15-19mm gravel
Geotextile layer with 20% overlap if necessary.
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.
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.
400
27°
775
866
866
1100 3
312
Canopy to architect's detailBalustrade, refer to detail 312_3
400
30075mm 15MPa CONCRETEBLINDING LAYER
RETAINING BLOCK/SEATSTYPICAL SECTION
SCALE 1:25
RIP AND COMPACTINSITU MATERIAL TO 90%
MOD AASHTO WITHIN 2% OF OMC
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.
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.
400
27°
775
866
866
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
Ø 50 x 2mm mild steel round tubing with paint finish to Architect'sspecification
50 x 10mm mild steel support pin/ rod with paint finish to Architect'sspecification
1100
330
930
400
30075mm 15MPa CONCRETEBLINDING LAYER
25MPa RC TOE BLOCK(400mmx300mm)
RETAINING BLOCK/SEATSTYPICAL SECTION
SCALE 1:25
600
200
RIP AND COMPACTINSITU MATERIAL TO 90%
MOD AASHTO WITHIN 2% OF OMC
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
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
www.kwpcreate.com
+ 27 (0) 343 9141
architects
urban designers
landscape architects
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
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
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
Painted steel burglar door
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.
www.kwpcreate.com
+ 27 (0) 343 9141
architects
urban designers
landscape architects
project managers &
mentors
No. DATE REVISION
Copyright vests in KWP. All Rights Reserved.
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.
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:
GAS INSTALLATION TO COMPLY WITH SANS 10087 PART 1
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
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
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
ARCHITECTURE
Engineer signature
Client signature
A0
1 : 50
Designer
17.14_PEU EASTERN GATEWAY
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
Tiles to be replaced
10.38 m²
MALE GREEN RM
Tiles to be replaced
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
80mm tile skirting around to be replaced
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
Painted steel burglar gate
No access to internal rooms. layout to be confrimed
No access to internal rooms. layout to be confrimed
1705x2545mm Aluzinc roll up door
80mm tile skirting around to
be replaced
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)
Painted steel burglar gate
Painted steel burglar gate
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
No access to internal rooms. layout to be confrimed
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
Painted steel straircase
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
654x533 steel window
654x533 steel window
654x533 steel window
654x533 steel window
654x533 steel window
654x533 steel window
654x533 steel window
1950x1805 steel window960x1200 steel window960x1200 steel window
654x533 steel window
654x533 steel window
654x533 steel window
654x533 steel window
654x533 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
969x1796 steel window
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
654x533 steel window
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
Note: All windows to be refurbished
Sand down and reseal
Replace door Note: All windows to be refurbished
Note: All windows to be refurbished
www.kwpcreate.com
+ 27 (0) 343 9141
architects
urban designers
landscape architects
project managers &
mentors
No. DATE REVISION
Copyright vests in KWP. All Rights Reserved.
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.
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:
GAS INSTALLATION TO COMPLY WITH SANS 10087 PART 1
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
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
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
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
BERTHA SOLOMON RECREATION CENTRE,JEPPESTOWN
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
Painted steel straircase
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
Painted steel burglar gate
CH= 3455
CH= 3405
CH= 3465
CH= 3465
CH= 3465
CH= 3465CH= 3465
CH= 3465
CH= 3465
1445x1510 steel window
194
5x1
49
0 s
tee
l win
do
w1
94
5x1
49
0 s
tee
l win
do
w
1445x1510 steel window
1945x1510 steel window970x1500 steel window
970x1
500 s
teel w
indow
1950x890 steel window
970x1
500 s
teel w
indow
1445x1510 steel window950x900 steel window
2x 950x590 steel windows
950x900 steel window
950x900 steel window
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 Note: All windows to be refurbished
www.kwpcreate.com
+ 27 (0) 343 9141
architects
urban designers
landscape architects
project managers &
mentors
No. DATE REVISION
Copyright vests in KWP. All Rights Reserved.
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.
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:
GAS INSTALLATION TO COMPLY WITH SANS 10087 PART 1
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
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
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
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
BERTHA SOLOMON RECREATION CENTRE,JEPPESTOWN
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
Corrugated roof sheets
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
Corrugated roof sheets
Facebrick
Painted gutters
NGL
Painted guttersFacebrick
Facebrick
Facebrick
NGL
Corrugated roof sheets
Corrugated roof sheets
Painted steel
staircase
GYM BUILDING
GROUND FLOOR
0
FIRST FLOOR
3995
ROOF LEVEL
7565Corrugated roof sheets
Facebrick
NGL
Painted gutters
Corrugated roof sheets
FacebrickFacebrick
Painted gutters
Painted guttersPainted steel
staircase
GYM BUILDING HALL BUILDING
GROUND FLOOR
0
FIRST FLOOR
3995
ROOF LEVEL
7565
Facebrick
NGL
Corrugated roof sheets
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
Corrugated roof sheets
Painted gutters
NGL
Facebrick
PASSAGE TO KITCHEN FROM HALL
Existing foundation
Roll-up
door
GROUND FLOOR
0
FIRST FLOOR
3995
Facebrick
Corrugated roof sheets
Painted gutters
NGL
PASSAGE TO HALL FROM
GYM BUILDING'S KITCHEN
Existing foundation
Roll-up
door
Corrugated roof sheets
FacebrickFacebrick
www.kwpcreate.com
+ 27 (0) 343 9141
architects
urban designers
landscape architects
project managers &
mentors
No. DATE REVISION
Copyright vests in KWP. All Rights Reserved.
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.
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:
GAS INSTALLATION TO COMPLY WITH SANS 10087 PART 1
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
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
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
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
BERTHA SOLOMON RECREATION CENTRE,JEPPESTOWN
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 GROUND FLOOR WINDOWS
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
Copyright vests in KWP. All Rights Reserved.
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
Scope of Work and Detailed Technical Specification – Bertha Solomon Recreational Centre
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
Scope of Work and Detailed Technical Specification – Bertha Solomon Recreational Centre
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.
Scope of Work and Detailed Technical Specification – Bertha Solomon Recreational Centre
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
Scope of Work and Detailed Technical Specification – Bertha Solomon Recreational Centre
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
Scope of Work and Detailed Technical Specification – Bertha Solomon Recreational Centre
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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.
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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.
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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
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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.
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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
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8.0 SUB-LETTING 8.1 If the sub-letting is intended Tenderers shall state the trade and firm below. ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________
______________________ ______________ TENDERERS SIGNATURE DATE
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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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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
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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.
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
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
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.
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
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
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.
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
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
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.
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
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
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.
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
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
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.
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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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
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.
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
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
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.
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
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
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
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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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
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.
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
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
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.
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
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
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.
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
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
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.
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
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
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.
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
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 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.
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
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
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.
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
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
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.
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
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
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
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
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
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
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
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
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.
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
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
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.
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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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
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.
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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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
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.
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
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
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.
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
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
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
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
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
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
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
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
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
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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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
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
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
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
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
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
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
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