PORTION 56 - SAHRIS | SAHRA...Pretoria South Africa Tel : (012) 346 0440 Fax : (012) 346 0441 Cell :...
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GSPublisherEngine 0.1.100.100 SvT . Zeerust Multipurpose Development Akani ProperƟes (Pty) Ltd Drawing no. Drawing title Project Client Revision Drawn Checked Date Scale Revisions No. Date ASW @ A1 130 Bronkhorst street New Muckleneuk Pretoria South Africa Tel : (012) 346 0440 Fax : (012) 346 0441 Cell : 082 440 8005 E-mail : [email protected] GENERAL NOTES: ALL MATERIALS AND CONSTRUCTION MUST COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO 103 OF 1977) INCLUDING ALL AMMENDMENTS AS WELL AS THE BY-LAWS OF THE LOCAL AUTHORITIES. 1. NO DIMENSIONS TO BE SCALED. 2. DIMENSIONS TO BE CONFIRMED ON SITE. 3. DIMENSIONS ARE TAKEN TO CENTRE LINES OR STRUCTURAL SURFACES AND DO NOT INCLUDE FINISHES EXCEPT WHERE OTHERWISE STATED. 4. THE ARCHITECT IS TO BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THIS DRAWING AND OTHERS INCLUDING THOSE ISSUED BY CONSULTANTS AND NOMINATED SUB-CONTRACTORS BEFORE COMMENCING WORK. GLASS: ALL GLASS TO COMPLY TO THE NBR0400 & AAMSA STANDARDS. FROSTED GLASS TO BE USED 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 COMPLY WITH 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 STRICTLY TO ENGINEER'S DETAILS AND SPECIFICATIONS. FLOOR FINISHINGS ON 25mm CEMENT SCREED, ON 170mm THICK CONCRETE FLOOR SLAB TO ENGINEER'S DETAILS AND SPECIFICATIONS ON 375 MICRON POLI-ETHYLENE DPC ON COMPACTED FILLING AS PER ENGINEER'S SPECIFICATIONS. TREATED AGAINST TERMITES. PAVING: BRICK PAVING TO SPECIALIST'S SPECIFICATIONS ON CLEAN RIVER SAND ON COMPACTED FILLING IN LAYERS OF 150mm MAXS. WALLS: APPROVED BRICKS TO SABS STANDARDS, FINISHED WITH 15-19mm PLASTER, ONE UNDERCOAT AND TWO COATS PVA PAINT. RETAINING WALLS & WATERPROOFING STRICTLY TO ENGINEER'S DETAILS AND SPECIFICATIONS ROOF CONSTRUCTION: CONCRETE SLABS STRICTLY TO ENGINEER'S DETAILS AND SPECIFICATIONS WITH DPC AND GRAVEL FILLING BY SPECIALIST. RAINWATER DISPOSAL TO ENGINEER'S SPECIFICATIONS. 410 336 135 Ø100mm PVC SEWER PIPE IE IE RE NGL 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 13 4 252 5 500 5 000 2 500 47 086 61 000 55 000 29 000 32 964 1160 1160 1160 65 PORTION 56 +2826600 X 1:50 Year Flood Line 1:50 Year Flood Line 1:100 Year Flood Line 0 Year Flood Line N4 HIGHWAY PROPOSED ENTRANCE & EXIT Refer to Engineer’s details & Specifications Lease Line 37 617 111 346 94 950 120 345 72 428 74 178 3 500 7 000 1 000 4 000 3 500 7 000 1 000 7 000 7 000 1 000 7 000 1 500 7 000 1 500 21 000 1 500 7 000 1 500 1 500 7 000 1 500 5 450 7 034 4 000 Filling Station Lease Line Lease Line Lease Line Lease Line 1 2 3 4 5 6 7 8 9 10 11 12 13 4 252 5 500 5 000 2 500 47 086 61 000 55 000 29 000 32 964 1155 1155 1160 1160 1160 1160 1160 1165 1165 1165 1165 1165 1165 1165 1170 1170 1170 1170 1175 1175 00000240 00048 TAR ROAD RAILWAY RAILWAY RAILWAY RAILWAY RAILWAY Servitude line Servitude line Servitude line PORTION 56 PORTION 56 ZEERUST EXTENSION 1 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 Year Flood Line Line 1:50 Year Flood Line 1:50 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 Flood Line 1:100 Year Flood Line 1:100 Year Flood Line 1:100 Year Flood Line ne 1:50 Year Flood Line Exsit SW Culvert Exsit SW Culvert N4 HIGHWAY PROPOSED ENTRANCE & EXIT Refer to Engineer’s details & Specifications PROPOSED ENTRANCE & EXIT Refer to Engineer’s details & Specifications Lease Line 37 617 111 346 94 950 120 345 72 428 74 178 3 500 7 000 1 000 4 000 3 500 7 000 1 000 7 000 7 000 1 000 7 000 1 500 7 000 1 500 21 000 1 500 7 000 1 500 7 000 1 000 7 000 7 000 1 000 7 000 2 500 7 000 1 000 7 000 1 500 7 000 1 500 21 000 1 500 7 000 1 500 7 000 1 000 7 000 7 000 1 000 7 000 1 500 7 000 1000 7000 1 500 7 000 1 000 7 000 1 500 1 500 7 000 1 500 5 450 7 034 4 000 Filling Station Lease Line Lease Line Lease Line Lease Line 301 m 2 N N Filling Station - 301 m 2 Filling Station - 745 m 2 Site Plan - Filling Station Scale 1:2000 Area Schedule : FSR - 0.09 ( 301m 2 ) Project informa Ɵon : Actual: Zoning : Business 1 _________________________________________ Total Erf Area : 282 402 m 2 _________________________________________ Leasing Erf Area : 3 228 m 2 _________________________________________ Filling Sta Ɵon Coverage : 23% ( 745m 2 ) __________________________________________ FSR : 0.09 ( 301m 2 ) __________________________________________ Parking Ra Ɵo : - 6 parking Bays per100m 2 - 18 parking bays required Filling Station - 301 m 2 Area Schedule : Coverage - 23% ( 745m 2 ) Filling Station - 745 m 2 Site Plan - Filling Station Scale 1:1000 Scale 1:2000 Ground Floor Area Site Development Plan 15-305 - 005 A Jan. 2017
Transcript of PORTION 56 - SAHRIS | SAHRA...Pretoria South Africa Tel : (012) 346 0440 Fax : (012) 346 0441 Cell :...
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
