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TIMSRAND EXTENSION 1 REM OF PTN 22 AND PTN OF PTN 220 OF THE FARM KNOPPJESLAAGTE 385 JR
BULK WATER STATEMENT
C2712/CIV/BSS/WAT OCTOBER 2019
PAGE 1
TIMSRAND X 1
BULK WATER STATEMENT
TABLE OF CONTENTS 1. GENERAL INFORMATION ................................................................................................................. 2
1.1 Property Description and Locality ................................................................................................... 2
1.2 Developer Details ............................................................................................................................... 2
1.3 Property Owners ................................................................................................................................ 3
1.4 Consulting Engineers ........................................................................................................................ 3
1.5 Development Information ................................................................................................................. 3
2 MASTER PLANNING .................................................................................................................................. 4
2.1 Current Water Master Planning ........................................................................................................ 4
2.2 Existing Infrastructure ...................................................................................................................... 4
3 WATER DEMAND ....................................................................................................................................... 4
3.1 Demand ............................................................................................................................................... 4
3.2 Existing infrastructure ...................................................................................................................... 4
3.3 Proposed infrastructure .................................................................................................................... 5
3.4 Internal infrastructure ....................................................................................................................... 5
3.5 Estimated infrastructure cost ........................................................................................................... 5
4 SERVITUDES .............................................................................................................................................. 6
5 CONCLUSION AND RECOMMENDATION ................................................................................................ 6
TIMSRAND EXTENSION 1
BULK WATER STATEMENT
PAGE 2
1. GENERAL INFORMATION
1.1 Property Description and Locality The proposed development is situated on the Remaining extent of Portion 22 and a Portion of Portion 200 of the Farms Knopjeslaagte 385 JR and Holding 23, Timsrand AH. The proposed development is bounded by:
N14 highway to the north;
Mnandi road to the east;
Timsrand AH to the south;
1.2 Developer Details
Century Property Developments (Pty) Ltd
Century Property Developments (Pty) Ltd Physical Address: PO BOX 70406 5 Lynx Street Bryanston Treesbank AH
2010 Midrand, 1683
Tel: 011 300 8700 Mail: [email protected] Responsible person: Mr. Harm Schreurs
TIMSRAND EXTENSION 1
BULK WATER STATEMENT
PAGE 3
1.3 Property Owners
PROPERTY DESCRIPTION OWNER
REMAINING EXTENT OF PORTION 22 (PORTION OF PORTION 4) OF THE FARM KNOPJESLAAGTE 385, JR
MINTIQ PROPRIETARY LIMITED Registration Number 2014/145499/07 as per Deed of Transfer T18210/2015
HOLDING 23, TIMSRAND AGRICULTURAL HOLDINGS, JR
MINTIQ PROPRIETARY LIMITED Registration Number 2014/145499/07 as per Deed of Transfer T18210/2015
A PORTION OF PORTION 200 OF THE FARM KNOPJESLAAGTE 385, JR
HLALELE KEORAPETSE RAY, ID number 5210090863085 as per Deed of Transfer T38652/2004
1.4 Consulting Engineers
Civil Concepts (Pty) Ltd PO Box 36148 MENLO PARK 0102 Tel: 012 460 0008 Mail: [email protected] The responsible person is: Mr W Stander (Reg no 20060017).
1.5 Development Information
The proposed rights under investigation is summarised in the table below. Proposed
Erven Area (ha) Land Use Density/FSR Total Area
1 - 38 67.64
Industrial 1 – Uses Permitted: Business building, Cafeteria, Car Wash, Commercial use,
Industry, Light Industry, Parking Garage, Parking Site, Place of Refreshment, Retail Industry,
Shop , Motor Showroom
FSR = 0,6 405,840 m²
39-42 7.01
Special - Uses Permitted: Access, roads, Gate House,
Security, Municipal and private services, landscaping
Erf 42 – FSR = 0.4 Erf 42 = 2800
m²
43 - 46 19.1218 Public Open Space N/A N/A
Refer to Annexure A for the proposed development layout
TIMSRAND EXTENSION 1
BULK WATER STATEMENT
PAGE 4
2 MASTER PLANNING
Timsrand AH falls under the Mnandi bulk supply zone and will be connected to the nearest bulk water point. No bulk assessments were requested. At the time of submission no masterplan information was available, but as confirmed in a telecom with Mr J Mhlanga, the development will obtain a connection to the existing network only.
2.1 Current Water Master Planning Information will be supplied by City of Tshwane officials in due course.
2.2 Existing Infrastructure The existing reticulation in the area as indicated on the geo database include for a:
350 mm dia water line running immediately south of the development in Du Toit Road.
3 WATER DEMAND
3.1 Demand
The estimated water demand that will be generated by the proposed townships is summarized in the table below:
Land use Area (ha)
FSR Area Type Water demand
per land use type AADD (kℓ/day)
Industrial, with business buildings as
general usage 67.64 0.6 405,840 units 0.8 kl/100m² 3246.72
Special – Gate house on Erf 42
2800 units 0.8 kl/100m² 17.92
Public Open space less area below buffer
zone
19.21- 10.83 = 8.38 ha
ha 15 kl/ha 125.7
SUB TOTAL (kl/day) 3390.34
Peak Factor 3.3
Peak Flow (excl Fire Flow) 129.49
The fire flow requirement for the proposed development amount to 50 l/s as per the City of Tshwane Guidelines for the Design and Construction of Water and Sanitation Systems for Moderate Risk uses. The combined domestic and fire flow for the proposed development is 179.49, say 180 l/s l/s.
3.2 Existing infrastructure There is an existing 350 mm diam pipe in Du Toit Road running on the southern boundary of Holding 23, Timsrand AH. Refer an extract of GIS information below:
TIMSRAND EXTENSION 1
BULK WATER STATEMENT
PAGE 5
3.3 Proposed infrastructure A 350mm diam connection will be made to the pipe at the position in Du Toit Road as indicated in figure 3.2 above. This will allow for 180 l/s fire flow @ maximum 2,2 m/s flow speed.
3.4 Internal infrastructure
The internal network will be analysed with Wadiso to determine the exact scope of works. Indicative sizing has been shown on the attached layout included in Annexure B. A summary of the pipe sizes and costing thereof is tabled below.
Item Size No / Length Rate Cost
Link to east west road 355 mm R 1,100 R 150,000
Internal network 160 mm 321 R 1,600 R 513,600
200 mm 274 R 2,000 R 548,000
250 mm 1189 R 2,300 R 2,734,700
315 mm 1116 R 2,800 R 3,124,800
355 mm 703 R 3,200 R 2,249,600
TOTAL (Excluding VAT) R 9,320,7000
3.5 Estimated infrastructure cost The estimated cost of the external bulk water infrastructure is shown below:
Item Size No / Length Rate Cost
Major Connection 355 mm 1 R 150,000 R 150,000
TOTAL (Excluding VAT) R 150,000
The above summary does not include for any upgrades to the bulk network.
TIMSRAND X1
Du Toit Road
TIMSRAND EXTENSION 1
BULK WATER STATEMENT
PAGE 6
3.6 Estimated Bulk Contributions It is proposed to utilise the bulk contributions and offset to bulk infrastructure cost that will be implemented in terms of the masterplan. Also note that the calculation includes for sewer bulk contributions. Water bulk contributions are to subsidize any shortfall between actual infrastructure cost and bulk contributions. Refer the calculation below based on current rates.
Negotiations with City of Tshwane will determine if there are any further bulk upgrades to be done with the remainder of the bulk contributions.
4 SERVITUDES Wherever possible water infrastructure will be constructed inside municipal servitudes and the erven zoned as special which include municipal services under uses permitted. No other servitudes are expected.
5 CONCLUSION AND RECOMMENDATION The above is based on a detailed desktop study and preliminary discussions with authorities with information readily available to us. It is subject to amendment once all formal studies have been completed and discussed/approved by the relevant authorities. We trust you’ll find the contents of the report to be in order.
Werner Stander PrEng Civil Concepts (Pty) Ltd October 2019
Bulk Contributions Calculation
Sewer Contribution
Daily flow (kl/day) 3265
Contribution rate 2019/2020 9 748
less reticulation rebate 975
Nett Contribution rate 8 773
Total Sewer contribution 28 645 151
Water Contribution
Daily flow (kl/day) 3390
Contribution rate 2019/2020 4 025
less reticulation rebate 403
Nett Contribution rate 3 622
Total Water contribution 12 277 258
Estimated Cost of Swartspruit Outfall Sewer 32 000 000
Less Sewer Bulk Cotributions 28 645 151
Balance to be subsidised from Water Contributions 3 354 849
Balance of Water Contributions payable 8 922 409
TIMSRAND EXTENSION 1
BULK WATER STATEMENT
ANNEXURES
ANNEXURE A
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m
1
3
3
3
m
1
3
3
4
m
1
3
3
6
m
1
3
3
7
m
1
3
3
8
m
1
3
3
9
m
1
3
4
1
m
1
3
4
2
m
1
3
4
3
m
1
3
4
4
m
1
3
4
6
m
1
3
4
7
m
1
3
4
8
m
1
3
4
9
m
1
3
5
1
m
1
3
5
2
m
1
3
5
3
m
1
3
5
4
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1
3
5
6
m
1
3
5
7
m
1
3
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1
3
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1
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6
1
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1
3
6
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1
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1
3
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1
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6
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1
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6
7
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1
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8
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1
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1
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1
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1
3
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2
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1
3
7
3
m
1
3
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4
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1
3
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6
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1
3
7
7
m
1
3
7
8
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1
3
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9
m
1
3
8
1
m
1
3
8
2
m
1
3
8
3
m
1
3
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4
m
1
3
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6
m
1
3
8
7
m
1
3
8
8
m
1
3
8
9
m
1
3
9
1
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1
3
9
2
m
1
3
9
3
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1
3
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4
m
1
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6
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1
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7
m
1
3
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1
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9
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1
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1
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1
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1
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6
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1
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1
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1
4
7
2
m
1
4
7
3
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1
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7
4
m
1
4
7
6
m
1
4
7
7
m
1
4
7
8
m
1
4
7
9
m
1
4
8
1
m
1
4
8
2
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1
4
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3
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1
4
8
4
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1
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6
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1
4
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7
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1
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8
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1
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1
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1
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1
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3
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1
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4
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1
4
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6
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1
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1456m
1
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1
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1
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1498m
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13
14
16
18
19
21
24
26
30
31
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17
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25
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29
35
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48
12
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37
38
40
42
43
45
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9
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TIMSRAND AH
797/385
165/385
1/385
119/385
151/385
150/385
796/385
185/385
825/385
844/385
843/385
842/385
235/385
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ROW SERVITUDE 25m
ROW
SER
VITU
DE 25
m
E
2
7
.
5
m
f
r
o
m
c
e
n
t
e
r
l
i
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e
Erf 1215 353 m²
Erf 1425 161 m²
Erf 1710 088 m²
Erf 1910 103 m²
Erf 2210 333 m²
Erf 2422 801 m²
Erf 315 037 m²
Erf 516 193 m²
Erf 3614 130 m²
Erf 215 377 m²
Erf 126 837 m²
PRIVATE ROAD (20m)
PRIVATE ROAD (20m)
PRIVATE ROAD (20m)
PRIVATE ROAD (20m)
20m Building Line
20m Building Line
20m Building Line
20m Building Line
20m Building Line
Erf 616 464 m²
Erf 715 991 m²
Erf 815 054m²Erf 9
15 418 m²Erf 1015 465 m2
Erf 1114 986 m²
Erf 40 (20 720 m² )
Erf 39 (7 210 m² ) BRIDGE TO BE CONSTRUCTED
PRIVATE ROAD (30m)
Erf 2923 821 m²
Erf 3728 683 m²
Erf 3022 971 m²
Erf 3627 151 m²
Erf 3122 586 m²Erf 32
23 594 m²
Erf 3526 602 m²
Erf 2310 484 m²
Erf 2110 181 m²Erf 20
10 040 m²
Erf 1810 377 m²
Erf 1610 347 m²Erf 15
10 467 m²
Erf 1312 990 m²
Erf 3424 842 m²
Erf 3327 139 m²
Erf 3825 678 m²
Erf 2523 787 m²
Erf 2827 751 m²
Erf 4210 051m²
Erf 39 (17 258 m² )
Proposed ROW Servitude 20m
Proposed ROW 20m
Proposed ROW Servitude 20m
Proposed ROW Servitude 20mErf 4
16 494 m²
Erf 2716 041 m²
Erf 2618 139 m²
Erf 4114 887 m²
s1
s2
s3
s5
s6
s7
s16
s17
s18
s19
s20
s21
s22
s24
s25
s26
s27
s28
s29
s30
s31
s32
s33
s34
s35
s36
s37
s38
s39
s40
s41
s42
s43
s44
s45
s46
s47
s48
s49
s50
s51
s52
s53
s56
s4
s23
s8
s9
s15
s14
s13
s12
s11
s10
e15
e10
e14
e9
e8
e13
e7
e6
e3
e12
e5
e2
e11
e4
e1
Erf 45113 691 m²
Erf 4460 345 m²
Erf 435 372 m²
s54
s55
s57
B
C
D
M
N
A
N
D
I
R
O
A
D
Erf 46 11 504 m²
32
E
X
IS
T
IN
G
E
.P
.L
C
en
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lin
e (S
G
A
10
32
5/7
3)
Holding 23
Timsrand
N14 HIGHWAY
MNAN
DI R
OAD
R114
SUMMIT ROAD
WIL
LIAM
NIC
OL R
OAD
DIEPSLOOTTANGANANI
KNOPJESLAAGTE
MNANDI AH
LAEZONIA AH Proposed Timsrand Ext.1
FAX: 086 6939 973
EMAIL: [email protected]
POSTAL ADDRESS:
P.O Box 70406
Bryanston
2010
TEL: 011 300 8739
CEL: 072 286 0838
STREET ADDRESS:
Holding 5 Lynx Road
Treesbank,
Midrand
DATE: DRAWN BY: JOB NUMBER:
CLIENT NAME:REVISION NUMBER:PLAN NUMBER:
2019/08/01L01 06
GM TP030CPD
PROPOSED TOWNSHIP
TIMSRAND EXTENSION 1SITUATED ON THE REMAINING EXTENT OF PORTION 22 AND A
PORTION OF PORTION 200 OF THE FARM KNOPJESLAAGTE 385,JR, AND HOLDING 23, TIMSRAND AGRICULTURAL HOLDINGS.
LOCALITY
LEGENDDESCRIPTION KEY ERF # No. Area
INDUSTRIAL 1
PRIVATE OPEN SPACE
SPECIAL
GENERAL NOTES1. Proposed township is located within the City of Tshwane Metropolitan
Municipality.2. All Dimensions and areas are approximate pending final survey3. The Contours are in Accordance with Regulation 18(1) Of the Town
Planning and Township Ordinance, 1986.4. Cadastral survey done by Herman Rademan Land Surveyor; Coordinate
System WG 295. Township Boundary represented by Figure: 'A-B-C-D-E-F-G-H-I-J-K-L-M-
N-O-P-Q-R-S-T-U-A'
SERVITUDE NOTES
FLOOD LINE NOTE
It is hereby certified that the property shown on this diagram is affected byfloodwater up to the 50 and 100 year recurrence interval event. Determined inaccordance with Section 144 of the National Water Act (Act 36 of 1998)
__________ ____________ _____________
Name Signature Pr. Number
SCALE 1 : 4 000 (A1)
N
S
W O
ERF No1
ERF SIZESArea m² Area ha ERF No Area m² Area ha ERF No Area m² Area ha ERF No Area m² Area ha
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
23
24
25
26
27
28
29
30
31
33
35
36
37
21
22
32
26 837 m² 2.7 Ha
15 377 m² 1.5 Ha
15 037 m² 1.5 Ha
16 494 m² 1.6 Ha
16 193 m² 1.6 Ha
15 464 m² 1.5 Ha
15 991 m² 1.6 Ha
15 054 m² 1.5 Ha
15 353 m² 1.5 Ha
12 990 m² 1.3 Ha
25 161 m² 2.5 Ha
10 467 m² 1 Ha
10 347 m² 1 Ha
10 088 m² 1 Ha
10 377 m² 1 Ha
10 103 m² 1 Ha
10 484 m² 1.5 Ha
26 087 m² 2.6 Ha
21 339 m² 2.1 Ha
16 709 m² 1.7 Ha
17 296 m² 1.7 Ha
27 751 m² 2.8 Ha
23 821 m² 2.4 Ha
22 971 m² 2.3 Ha
27 139 m² 2.7 Ha
24 842 m² 2.5 Ha
26 602 m² 2.7 Ha
27 151 m² 2.7 Ha
28 683 m² 2.9 Ha
15 418 m² 1.5 Ha
15 465 m² 1.6 Ha
14 986 m² 1.5 Ha
10 040 m² 1 Ha
10 181 m² 1 Ha
10 333 m² 1 Ha
22 586 m² 2.3 Ha
23 594 m² 2.4 Ha
1 - 46
1 - 38
39 - 42
39
4
4
1. Figure "e11, e12, e13, e14, e15" depicts a proposed Eskom servitude foroverhead cables and affects proposed erven 24, 39, 46, 42, 41.
2. Figure "e1, e2, e3" represents part of a centre line for an existing Eskomservitude (SG no: A10325/1973) affecting proposed erf 24.
3. Figure "e4, e5, e6, e7, e8, e10" represents part of a centre line for anexisting Eskom Servitude (SG No: A10325/1973) affecting proposed erven24, 42, 41 and 46.
4. Figure "s1-s2-s3-s4-s5-s6-s7-s8-s9-s10-s11-s12-s13-s14-s15-s16-s17-s18-s19-s20-s21-s22-s23-s24-s25-s26-s1" represents a proposed Right of Wayservitude in favour of Erven 25, 26, 27, 28, 29 and 38 for access andmunicipal service purposes.
5. Figure "s27-s28-s29-s30-s31-s32-s33-s34-s35-s36-s37-s38-s27"represents a proposed Right of Way servitude in favour of Erven 30, 31, 36& 37 for access and municipal service purposes and is affecting Erven 30,31, 36 & 37.
6. Figure "s39-s40-s41-s42-s43-s44-s45-s46-s47-s48-s49-s50-s39"represents a proposed Right of Way servitude in favour of Erven 35, 32, 33& 34 for access and municipal service purposes and is affecting Erven 35,32, 33 & 34.
7. Figure "s51-s52-s53-F-G-s54-s55-s56-s57-s57-s51" represents a proposedRight of Way servitude in favour of Erf 39 for access and municipal servicepurposes and traverse erven 33 & 34 and 45.
8. All these servitudes to be registered in the relevant deeds of titles as per theregistered SG diagrams.
67,6427 Ha
93,7772 Ha
7,0127 Ha
ENVIRONMENTAL LEGENDENVIRONMENTAL SENSITIVE AREA
30m WETLAND BUFFER
EDGE OF THE WETLAND
47
19, 1218 Ha
34
38 25 678 m² 2.6 Ha
3917 258 m² 1.7 Ha
40 20 720 m² 2.1 Ha
4114 881 m² 1.5 Ha
4210 051 m²
1.0 Ha
43
5 372 m²0.5 Ha
44
60 345 m²6.0 Ha
45
113 691 m²11.4 Ha
46
11 504 m²1.15 Ha
REVISIONSDATE REVISION BY DATE REVISION BY
43 - 46
TOTAL
SERVITUDESEXISTING ESKOM LINES
PROPOSED ESKOM LINES
PROPOSED ROW SERVITUDES
GEOTECHNICAL ZONES
TIMSRAND EXTENSION 1
BULK WATER STATEMENT
ANNEXURES
ANNEXURE B
GRAVES
CUVERT
CUVERT
STOTMWATER MH
STOTMWATER MH
INV=1473.95
INV=1444.07
4
7
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2
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W
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S
E
R
V
C
E
N
T
R
E
L
L
IN
E
O
F
E
.P
.L
S
E
R
V
4
7
.2
2
m
W
ID
E
C
E
N
T
R
E
L
L
IN
E
O
F
E
.P
.L
S
E
R
V
4
7
.2
2
m
W
ID
E
R
.
O
.
W
S
E
R
V
.
6
m
W
I
D
E
E
X
. 3
5
5
m
m
Ø
EX. 355mmØ
EX
. 355m
m
Ø
E
X
.
3
5
5
m
m
Ø
E
X
.
3
5
5
m
m
Ø
E
X
.
3
5
5
m
m
Ø
R
.
O
.
W
S
E
R
V
PTN.914
R
E
M
P
T
N
.
3
3
1
REM PTN.331
REM PTN.22
REM PTN.21
C
E
N
T
R
E
L
L
IN
E
O
F
E
.P
.L
S
E
R
V
4
7
.2
2
m
W
ID
E
C
E
N
T
R
E
L
L
IN
E
O
F
E
.P
.L
S
E
R
V
4
7
.2
2
m
W
ID
E
INV=1470.50
BOREHOLE
R
.
O
.
W
S
E
R
V
PTN.914
R
E
M
P
T
N
.
3
3
1
REM PTN.331
REM PTN.22
PROK AREA-A7789/1994
KNOPJESLAAGTE No. 385 JR
REM PTN.21
C
E
N
T
R
E
L
L
IN
E
O
F
E
.P
.L
S
E
R
V
4
7
.2
2
m
W
ID
E
C
E
N
T
R
E
L
L
IN
E
O
F
E
.P
.L
S
E
R
V
4
7
.2
2
m
W
ID
E
TIMSRAND A.H
PTN.201
REM PTN.202
REM PTN.202
PTN.837
PTN.
PTN.
PTN.
838
839
840
PTN.187
4
3
13
14
16
18
19
21
24
26
30
31
33
2 15
17
22
25
27
29
28
1/5
5
RE/7
48
1
12
37
38
40
4243
45
47
11
39
41
44
RE/46
1/46
6
TIMSRAND AH
830/385
186/385
199/385
1/385
151/385
150/385
796/385
152/385
185/385
825/385
924/385
843/385
842/385
235/385
2
3
.6
1
m
fro
m
ce
n
te
r lin
e
2
3
.6
1
m
fro
m
ce
n
te
rlin
e
2
7
.5
m
fro
m
ce
n
te
r lin
e
P
ro
p
o
s
e
d
B
ra
v
o
L
u
la
m
is
a
E
s
k
o
m
L
in
e
s
C
e
n
tre
L
in
e
2
7
.5
m
fro
m
c
e
n
te
r lin
e
20
PROPOSED REMAINDER
W
e
t
l
a
n
d
W
e
t
l
a
n
d
3
0
m
W
e
tla
n
d
B
u
ffe
r
3
0
m
W
e
t
l
a
n
d
B
u
f
f
e
r
3
0
m
W
e
t
l
a
n
d
B
u
f
f
e
r
3
0
m
W
e
t
l
a
n
d
B
u
f
f
e
r
E
n
v
i
r
o
n
m
e
n
t
a
l
B
u
f
f
e
r
E
n
v
i
r
o
n
m
e
n
t
a
l
B
u
f
f
e
r
Environm
ental B
uffer
OF PTN.200
PROPOSED FUTURE EXPANSION
R
O
W
S
E
R
V
I
T
U
D
E
2
5
m
RO
W S
ER
VIT
UD
E 25m
2
7
.
5
m
f
r
o
m
c
e
n
t
e
r
l
i
n
e
PORTION OF PTN.200
Erf 12 15 353 m²
Erf 14
Erf 17
Erf 19
Erf 22
Erf 24
Erf 3
Erf 5
Erf 36
Erf 2
Erf 1
Erf 6
Erf 7
Erf 8
15 054m²Erf 9
Erf 10
15 465 m
2
Erf 11
E
r
f 4
0
(
2
0
7
2
0
m
²
)
E
r
f
3
9
(
7
2
1
0
m
²
)
B
R
I
D
G
E
T
O
B
E
C
O
N
S
T
R
U
C
T
E
D
P
R
IV
A
TE
R
O
A
D
(30m
)
Erf 29
Erf 37
Erf 30
Erf 36
Erf 31 22 586 m²
Erf 32
Erf 35
Erf 23
Erf 21
Erf 20
Erf 18
Erf 16
Erf 15
Erf 13
Erf 34
Erf 33
Erf 38
Erf 25
Erf 28
Erf 42
10 051m²
E
rf 3
9
(1
7
2
5
8
m
² )
Proposed R
O
W
S
ervitude 2
0m
P
r
o
p
o
s
e
d
R
O
W
2
0
m
P
roposed R
O
W
S
ervitude 20m
P
roposed R
O
W
S
ervitude 20m
Erf 4
Erf 27
Erf 26
E
rf 4
1
Erf 45
Erf 44
Erf 43
32
E
X
IS
T
IN
G
E
.P
.L C
entre line (S
G
A
10325/73)
Holding 23
Timsrand
PORTION OF PTN.200
DU
TO
ITS
AV
EN
UE
M
N
A
N
D
I
R
O
A
D
SU
MM
IT R
OA
D
L
O
N
D
O
N
L
N
D
U
T
O
I
T
A
V
E
N
U
E
D
U
T
O
I
T
A
V
E
N
U
E
S
P
R
I
N
G
B
O
K
R
O
A
D
M
N
A
N
D
I
R
O
A
D
K
O
E
D
O
E
S
T
R
IM
P
A
L
A
S
T
R
DA
SS
IE
R
OA
D
P
R
IV
A
T
E
R
O
A
D
(2
0
m
)
P
R
IV
A
TE
R
O
A
D
(20m
)
P
R
IV
A
T
E
R
O
A
D
(
2
0
m
)
PR
IVA
TE
RO
AD
(20m
)
M
N
A
N
D
I
R
O
A
D
BM3
1481.89
BM2
1477.82
BM1
1488.59
3
1
5
m
m
Ø
(
7
4
9
.
9
0
8
m
)
250m
m
Ø
(583.7
54m
)
355m
m
Ø
(521.406m
)
3
1
5
m
m
Ø
(5
4
7
.0
1
9
m
)
250m
m
Ø
(223.393m
)
2
5
0
m
m
Ø
(
1
9
0
.
7
8
9
m
)
200m
m
Ø
(277.256m
)
160m
m
Ø
(320.854m
)
250m
m
Ø
(192.974m
)
PROPOSED NEW 355mmØ WATER CONNECTION
2
0
m
B
u
i
l
d
i
n
g
L
i
n
e
2
0
m
B
u
ild
in
g
L
in
e
2
0
m
B
u
i
l
d
i
n
g
L
i
n
e
315m
m
Ø
(547.0
19m
)
3
5
5
m
m
Ø
(
7
4
9
.
9
0
8
m
)
AMENDMENTS
NR DATE DESCRIPTION PARAPPROVED
PROJECT STATUSWATER AND SANITATION CONSULTANT DETAIL
DESIGNED
DRAWN
CHECKED
INFORMATION OFFICE CHECKED
DESIGN OFFICE APPROVAL
REVISION
12
LOCATION OF PROJECT:
DESCRIPTION OF PROJECT:
WBS No.:
COT DRAWING NUMBER:
REVISION
FOR INTERNAL APPROVAL - RECEIVED SIGN WHEN APPLICABLE RECEIVED SIGN WHEN APPLICABLE
SIGNATURE:..........................
NAME:.....................................
DATE:.....................................
Prof Reg No:...........................
I, ___________________ Prof Reg Nr__________________
HEREBY CERTIFY THAT THE SERVICES WILL\ HAVE BEEN INSTALLED
ACCORDING TO NOTE 9 OF THE ABOVE NOTES AND TO THE
DRAWING
CONSULTANT DRAWING NUMBER:
SIGNATURE
__________________
DATE
________
__________________
CONTRACT No:
PROJECT No.
SHEET No.
PAPER SIZE:
SCALE:
DATE:
_________
_________
_________
_________
_________
_________
CONCEPT
DRAWING
TENDER
DRAWING
APPROVED
CONSTRUCTION
DRAWING
AS BUILT
DRAWING
PROJECT ENGINEER of COT:
INSPECTOR OF WORKS of COT:
SIGNATURE:...........................................
NAME:......................................................
DATE:.......................................
Prof Reg No:.............................
DIRECTOR: WATER AND SANITATION - PLANNING
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
NAME Prof. Reg. No SIGNATURE DATE
DIRECTOR: INFRASTRUCTURE PROVISION
REGIONAL DIRECTOR: (1,2,3,4,5,6 or 7)
DIRECTOR: SYSTEM DEVELOPMENT
DIRECTOR: BULK WATER
DIRECTOR: WASTE WATER TREATMENT
W:\CC-PROJECTS\C PROJECTS\C2712 (WS) TIMSRAND X 1\CAD DRAWINGS\C2712-SR 2019-10-04
A1
CONSULTING CIVIL AND
STRUCTURAL ENGINEERS
P.O. BOX 36148 Menlo Park 0102
Tel: (012) 460-0008
Fax: (012) 460-0005
E-Mail: [email protected]
SIGNATURE:..........................
NAME:.....................................
DATE:.....................................
SIGNATURE:..........................
NAME:.....................................
DATE:.....................................
Prof Reg No:...........................
SIGNATURE:..........................
NAME:.....................................
DATE:.....................................
Prof Reg No:...........................
SIGNATURE:..........................
NAME:.....................................
DATE:.....................................
Prof Reg No:...........................
SIGNATURE:...........................................
NAME:......................................................
DATE:.......................................
Prof Reg No:.............................
CITY OF TSHWANE
PO BOX 1022
PRETORIA
0001
UTILITY SERVICES
DEPARTMENT
WATER AND SANITATION
20060017W. STANDER
_.______._.___._._
_.______._.___._._
SERVICE REPORT -
SEWER LAYOUT PLAN
TIMSRAND EXT. 1
OCTOBER 2019
1:4000
01 OF 01
C2712
C2712
07-10-2019
20060017W. STANDER
07-10-2019
L. SMUTS
07-10-2019
-W. v STADEN
A
C2712-SR-002
ISSUED FOR SERVICE REPORTW. STANDER07-10-2019A
GENERAL
1. ALL MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE
REQUIREMENTS OF THE LATEST RELEVANT SABS
REQUIREMENTS.
2. DO NOT SCALE FROM THESE DRAWINGS.
3. ALL DIMENSIONS MUST BE CHECKED AND APPROVED ON SITE.
4. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS FOR MUNICIPAL CIVIL
ENGINEERING WORKS, THIRD EDITION 2005 AND THE
STANDARD COT DETAIL DRAWINGS.
5. THESE DRAWINGS MUST BE READ IN CONJUNCTION WITH
THE STANDARD DRAWINGS.(IF APPLICABLE).
6. THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE
STANDARD SPECIFICATIONS FOR MUNICIPAL CIVIL
ENGINEERING WORKS, SERIES 4.
7. THE SIGNATURE OR INITIALS ON THIS DRAWING, OF ANY
DIRECTOR OF THE PUBLIC WORKS AND INFRASTRUCTURE
DEVELOPMENT DEPARTMENT, IN NO WAY REMOVES ANY
RESPONSIBILITY WHATSOEVER FROM THE CONSULTANT.
8. THE CONSULTANT REMAINS RESPONSIBLE TO ENSURE THAT
ALL THE GUIDELINES, STANDARD DRAWINGS, STANDARDS
AND SPECIFICATIONS OF THE PUBLIC WORKS AND
INFRASTRUCTURE DEVELOPMENT DEPARTMENT HAVE BEEN
MET AND ARE COMPLIED WITH.
9. FINAL POSITION OF SERVICES TO BE DETERMINED ON SITE.
10. ALL AREAS AND DIMENSIONS ARE APPROXIMATE AND
SUBJECT TO FINAL SURVEY.
WATER:
1. ALL PIPES 110mmØ uPVC CLASS 12, 2m FROM BOUNDARY
UNLESS OTHERWISE SHOWN.
2. uPVC PIPE BENDS uPVC ARE CLASS 16 AND TEES, REDUCERS,
ENDCAPS AND FLANGED ADAPTORS ARE CAST IRON.
3. ALL ERF CONNECTIONS ARE HDPE PE 100 CLASS PN 16,
SDR11, PIPES TO ISO 4427.
4. HDPE PIPE CONNECTIONS AND FITTINGS ARE "PLASSON" OR
SIMILAR 4 APPROVED.
5. MINIMUM COVER TO PIPES ARE 1,0m
6. FIRE HYDRANTS ARE OPPOSITE BOUNDARY PEGS AND
BETWEEN 300 AND 600mm OUTSIDE BOUNDARY.
7. KERBS ARE MARKED WITH "W" ON BOTH SIDES OF WATER
PIPE ROAD CROSSINGS AS PER DETAIL.
8. WATER PIPES WERE LAID AFTER ROAD BULK EARTHWORKS
HAVE BEEN COMPLETED.
9. ALL VALVES ARE CLASS 16 RESILIENT SEAL FLANGED
VALVES, NON-RISING SPINDLE AND ANTI-CLOCKWISE CLOSING
TO SABS 664.
10. ALL FLANGES WERE DRILLED ACCORDING TO SABS 1123
TABLE 1600/3.
11. ALL WORKS WAS DONE IN ACCORDANCE WITH THE
STANDARDISED SPECIFICATIONS FOR CIVIL ENGINEERING
CONSTRUCTION (SABS - SERIES 1200).
12. ALL CONNECTIONS TO MUNICIPAL NETWORK WERE OPENED
AND THE POSITION & LEVEL VERIFIED PRIOR TO
COMMENCEMENT OF WORKS.
LEGEND:
SITE BOUNDARY
SERVITUDE BOUNDARY
WATER PIPES
