GSPublisherEngine 0.1.100.100
SvT
.
Zeerust Multipurpose Development
Akani Proper es (Pty) Ltd
Drawing no.
Drawing title
Project
Client
RevisionDrawnChecked
DateScale
RevisionsNo. Date
ASW @ A1
130 Bronkhorst streetNew MuckleneukPretoriaSouth Africa
Tel : (012) 346 0440Fax : (012) 346 0441Cell : 082 440 8005
E-mail : [email protected]
GENERAL NOTES:ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITHTHE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977)INCLUDING ALL AMMENDMENTS AS WELL AS THE BY-LAWS OFTHE LOCAL AUTHORITIES.1. NO DIMENSIONS TO BE SCALED.2. DIMENSIONS TO BE CONFIRMED ON SITE.3. DIMENSIONS ARE TAKEN TO CENTRE LINES OR STRUCTURAL SURFACESAND DO NOT INCLUDE FINISHES EXCEPT WHERE OTHERWISE STATED.4. THE ARCHITECT IS TO BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THIS DRAWING AND OTHERS INCLUDINGTHOSE ISSUED BY CONSULTANTS AND NOMINATED SUB-CONTRACTORS BEFORE COMMENCING WORK. GLASS:
ALL GLASS TO COMPLY TO THE NBR0400 & AAMSA STANDARDS. FROSTED GLASS TO BEUSED ON ALL BATHROOM WINDOWS.
DAMPPROOFING:DPC MUST BE PROVIDED UNDER ALL WALLS AND WINDOW CILLS. ALL AS PER NBR0400
RAILINGS:1000mm HIGH GLASS BALUSTRADE AND RAILING AS PER DETAIL, ALL TO COMPLYWITH NBR10400
NOTES:FOUNDATIONS:STRICTLY TO ENGINEER'S DETAILS AND SPECIFICATIONS
DAMPPROOFING:DPC MUST BE PROVIDED UNDER ALL WALLS AND WINDOW CILLS. ALL AS PER NBR0400
SEWER:ALL WASTE PIPES MUST BE PROVIDED WITH ANTI-VAC TRAPS.ALL EQUIPMENT TO BE PROVIDED WITH VENT VALVES.ALL VENT PIPES TO BE CONCEALED. ALL AS PER NBR10400
BOUNDARY WALLS:MAXIMUM OF 2m HIGH, PLASTERED AND PAINTED SELECTED COLOR. ALL AS PER NBR0400
WINDOWS & DOORS:WINDOWS AND DOORS TO BE ALUMINIUM FRAMED AS PER WINDOWS SCHEDULE.
FLOOR:ALL CONCRETE SLABS STRICTLYTO ENGINEER'S DETAILS AND SPECIFICATIONS.FLOOR FINISHINGS ON 25mm CEMENT SCREED,ON 170mm THICK CONCRETE FLOOR SLABTO ENGINEER'S DETAILS AND SPECIFICATIONSON 375 MICRON POLI-ETHYLENE DPC ONCOMPACTED FILLING AS PER ENGINEER'SSPECIFICATIONS. TREATED AGAINST TERMITES.
PAVING:BRICK PAVING TO SPECIALIST'S SPECIFICATIONSON CLEAN RIVER SAND ON COMPACTEDFILLING IN LAYERS OF 150mm MAXS.
WALLS:APPROVED BRICKS TO SABS STANDARDS, FINISHED WITH 15-19mm PLASTER, ONEUNDERCOAT AND TWO COATS PVA PAINT. RETAINING WALLS & WATERPROOFINGSTRICTLY TO ENGINEER'S DETAILS AND SPECIFICATIONS
ROOF CONSTRUCTION:CONCRETE SLABS STRICTLY TO ENGINEER'S DETAILS AND SPECIFICATIONS WITH DPC ANDGRAVEL FILLING BY SPECIALIST. RAINWATER DISPOSAL TO ENGINEER'S SPECIFICATIONS.
410
336
135
Ø100mm PVCSEWER PIPE
IE
IE
RENGL
DISHED GULLEY
TYPICAL GULLEY DETAIL:
LEVELS:ALL LEVELS TO BE CONFIRMED ON SITE BY CONTRACTOR
1 2 3 4 5 6 7 8 9 10 11 12 134 252 5 500
5 00
0
2 500
47 0
86
61 000
55 0
00
29 00032 964
1160
1160
1160
1165
PORTION 56ZEERUST EXTENSION 1
+2826600 X
1:50 Year Flood Line1:5
0 Yea
r Floo
d Line
1:100 Year Flood Line
1:100 Year F
lood L
ine N4 H IGHWAY
PROPOSEDENTRANCE & EXITRefer to Engineer’s
details & Specifications
Lease Line
37 6
17
111 346
94 950
120 345
72 428
74 178
3 500
7 000
1 000
4 0003 500
7 00
01
000
7 00
0
7 0001 000
7 000
1 500
7 000
1 500
21 000
1 500
7 000
1 500
1 5007 000
1 500
5 45
0
7 034
4 000
Filling Station
Lease Line
Leas
e Lin
e
Leas
e Lin
e
Lease Line
1 2 3 4 5 6 7 8 9 10 11 12 134 252 5 500
5 00
0
2 500
47 0
86
61 000
55 0
00
29 00032 964
1155
1155
1160
1160
1160
1160
1160
1165
1165
1165
1165
1165
1165
1165
1170
1170
1170
1170
11751175
0000024000048
TAR ROAD
RAILWAYRAILWAY RAILWAY RAILWAYRAILWAY
Servitude line
Servitude line
Servitude line
PORTION 56
PORTION 56ZEERUST EXTENSION 1
+915
00 Y
+2826600 X
+2826900 X
1:50 Year Flood Line 1:50 Year Flood Line
1:50 Year Flood Line
1:50 Year Flood Line
1:50 Year Flood Line
1:50 Year Flood Line
1:50 Year Flood Line
1:50 Year Flood Line
1:50 Year Flood Line
1:50 Year Flood Line
1:50 Y
ear F
lood L
ine
1:50
Yea
r Floo
d Lin
e
1:50 Year Flood Line
1:50
Yea
r Floo
d Lin
e
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year Flood Line
1:100 Year F
lood L
ine
1:100 Year Flood Line
1:10
0 Ye
ar F
lood
Line
1:10
0 Ye
ar Fl
ood
Line
1:50 Year Flood Line
Exsit SW C
ulvert
Exsit SW C
ulvert
N 4 H I G H W A Y
PROPOSEDENTRANCE & EXITRefer to Engineer’s
details & Specifications
PROPOSEDENTRANCE & EXITRefer to Engineer’s
details & Specifications
Lease Line
37 6
17
111 346
94 950
120 345
72 428
74 178
3 500
7 000
1 000
4 0003 500
7 00
01
000
7 00
0
7 0001 000
7 000
1 500
7 000
1 500
21 000
1 500
7 000
1 500
7 0001 000
7 000
7 00
01
000
7 00
0
2 50
07
000
1 00
07
000
1 500
7 000
1 500
21 00
01 500
7 000
1 500
7 0001 000
7 0007 000 1 0007 000
1 500
7 00
010
0070
001
500
7 00
01
000
7 00
01
500
1 5007 000
1 500
5 45
0
7 034
4 000
Filling Station
Lease Line
Leas
e Lin
e
Leas
e Lin
e
Lease Line
301 m2
N
N
Filling Station - 301 m2
Filling Station - 745 m2
Site Plan - Filling StationScale 1:2000
Area Schedule:FSR - 0.09 ( 301m2)
Project informa on: Actual: Zoning: Business 1 _________________________________________
Total Erf Area: 282 402 m2
_________________________________________Leasing Erf Area: 3 228 m2
_________________________________________ Filling Sta on Coverage: 23% ( 745m2) __________________________________________
FSR: 0.09 ( 301m2) __________________________________________
Parking Ra o: - 6 parking Bays per100m2
- 18 parking bays required
Filling Station - 301 m2
Area Schedule:Coverage - 23% ( 745m2)
Filling Station - 745 m2
Site Plan - Filling StationScale 1:1000
Scale 1:2000
Ground Floor Area
Site Development Plan
15-305 - 005 A
Jan. 2017
