ERF 1 IRENE EXTENSION 209 IRENE EXTENSION 196 ......EXGI FI KI EXKI PROPOSED OUTLET STRUCTURE...
1
DATUM 1500.000 LONGSECTION SW1-1 TO SW1-3 SCALES HORIZONTAL 1:500 VERTICAL 1:200 1505 1510 NODE NODE TYPE PEG DISTANCE (m) FINAL LEVEL (m) INVERT LEVEL (m) DEPTH (m) GRADE (1:_) / LENGTH HYDRAULICS DESIGN MAX. (0.8D) Q(m3/s) Q(m3/s) V(m/s) V(m/s) BEDDING PIPE DESCRIPTION SW1-3 SW1-2 SW1-1 OUTLET STRUCTURE MANHOLE FIELD INLET 67.000 141.440 0.000 67.000 1505.965 1504.716 1504.716 1503.385 1502.758 1501.269 1504.178 1502.838 1.879 1.959 1.788 2.116 2.00% 1:50.0 74.44m 2.00% 1:50.0 67.00m 0.58 3.3 0.96 3.8 0.55 3.3 0.96 3.8 CLASS B CLASS B 600mm ∅ SPIGOT AND SOCKET CLASS 50D 600mm ∅ SPIGOT AND SOCKET CLASS 50D STORMWATER SETTING OUT POINTS SYSTEM: WG29 CODE XXXX SW1-1 SW1-2 SW1-3 Y (+0.0) 75 026.312 75 014.655 75 001.705 X (+0.0) 2 860 809.837 2 860 875.816 2 860 949.121 SW SW SW SW SW SW SW SW SW SW SW SW SW1-1 SW1-2 600mm Ø SPIGOT AND SOCKET CLASS 50D SW1-3 600mm Ø SPIGOT AND SOCKET CLASS 50D 1503.4 1503.5 1503.6 1503.7 1503.8 1503.9 1504.0 1504.1 1504.2 1504.3 1504.4 1504.5 1504.6 1504.7 1504.8 1504.9 1505.0 1505.1 1505.2 1505.3 1505.4 1505.5 1505.6 1505.7 1505.8 1505.9 1503.3 1503.4 1503.5 1503.6 1503.7 1503.8 1503.9 1504.0 1504.1 1504.2 1504.3 1504.4 1504.5 1504.6 1504.7 1504.8 1504.9 1505.0 1505.1 1505.2 1505.3 1505.4 1505.5 1505.6 1505.7 1505.8 1505.9 1500.8 1500.9 1501.0 1501.1 1501.2 1501.3 1501.4 1501.5 1501.6 1501.7 1501.8 1501.9 1502.0 1502.1 1502.2 1500.8 1500.9 1501.0 1501.1 1501.2 1501.3 1501.4 1501.5 1501.6 1501.7 1501.8 1501.9 1502.0 1502.1 1501.1 1501.2 1501.3 1501.4 1501.5 1501.6 1501.7 1501.0 1501.1 1501.2 1501.3 1501.4 1501.5 1501.6 1501.7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 20m BUILDING LINE ALBERTINA SISULU (R21) NATIONAL FREEWAY 20m BUILDING LINE 30m BUILDING LINE ERVEN TO BE CONSOLIDATED ERF 2 IRENE EXTENSION 209 ERF 1 IRENE EXTENSION 209 PORTION 907 DOORNKLOOF 931-JR IRENE EXTENSION 196 REFER TO 4701-SW-MD01 FOR OUTLET STRUCTURE DETAIL MACMAT-R AND TOPSOIL EMBANKMENT SLOPE 0.5% EMBANKMENT OS MH FI SHAPED GROUND EXISTING OUTLET STRUCTURE MACMAT-R AND TOPSOIL SHAPED GROUND EXISTING GAURDRAIL EXISTING GAURDRAIL REFER TO 4701-SW-MD01 FOR DETAILS EXISTING 3.6m x 3.8m CULVERT TO BE MODIFIED AS PER DETAILS EXSW EXSW IS CITY OF TSHWANE ROADS AND TRANSPORT DEPARTMENT LOCATION OF PROJECT: DESCRIPTION OF PROJECT: PROJECT No.: ORIGINAL PAPER SIZE: SIGNATURE:............................................................................. DATE:...................................................... SCALE: DATE: DRAWING No.: SHEET No.: REVISION A CONTRACT No.: CONSULTANT DETAIL: IRENE EXTENSION 209 MUNICIPAL STORMWATER LAYOUT SOTIRALIS CONSULTING ENGINEERS (PTY) LTD Consulting Civil And Structural Engineers FACSIMILE (012) 991 0436 TELEPHONE (012) 991 0516 PO BOX 1829 FAERIE GLEN 0043 [email protected] 1 OF 1 AS SHOWN DESIGN CHECKED BY: No. DATE DESCRIPTION PAR. AMENDMENTS APPROVED SIGNATURE:......................................................................... DATE:.................................... DESIGNED: MANAGEMENT: DJ CHALMERS DRAWN: INFRASTRUCTURE TECHNICAL INFORMATION SIGNATURE:......................................................................... DATE:.................................... SIGNATURE:......................................................................... DATE:.................................... H TEMPERMAN S SOTIRALIS DL HOONEBERG S SOTIRALIS SIGNATURE:......................................................................... DATE:.................................... A 2021-05-07 FOR APPROVAL 810494 PROJECT STATUS DRAWING CONCEPT DRAWING TENDER CONSTRUCTION APPROVED FOR DRAWING AS BUILT DRAWING DATE INITIALS AND SURNAME SIGNATURE AND Pr. No. DATE INITIALS AND SURNAME SIGNATURE AND Pr. No. PROJECT ENGINEER ( CONSULTANT) ................................................................................ ................................................................................ .............................................................. ................................................................................ ................................................................................ .............................................................. DATE INITIALS AND SURNAME SIGNATURE AND Pr. No. INSPECTOR OF WORKS (CITY OF TSHWANE): ................................................................................ ................................................................................ .............................................................. DATE INITIALS AND SURNAME SIGNATURE AND Pr. No. STRUCTURAL ENGINEER (CITY OF TSHWANE) ................................................................................ ................................................................................ .............................................................. PROJECT ENGINEER ( CITY OF TSHWANE) DLH DRAWING APPROVED BY DIVISIONAL HEAD Mr Tlhagale M.K.P. (Mavern) 0001 P.O. BOX 1409 PRETORIA DIVISIONAL HEAD 0001 P.O. BOX 1409 PRETORIA GROUP HEAD Mr Tlhagale M.K.P. (Mavern) Mr Letlonkane P. (Pheko) REFERENCE DRAWINGS: 4701-SW-MD01 MUNICIPAL STORMWATER DETAIL LEGEND: X% VAL PERCENTAGE AND DIRECTION OF ROAD SLOPE STORMWATER VALLEY LINE STORMWATER SUBSOIL LINE SUB SW EXSW PROPOSED STORMWATER LINE EXISTING MANHOLE GI EXFI KI EXISTING STORMWATER LINE PROPOSED MANHOLE PROPOSED JUNCTION BOX PROPOSED GRID INLET EXISTING JUNCTION BOX EXISTING GRID INLET PROPOSED KERB INLET EXISTING KERB INLET TRANSITION LENGTH UPSTREAM (US) CATCHPIT LENGTH (CP) TRANSITION LENGTH DOWNSTREAM (DS) PROPOSED FIELD INLET EXISTING FIELD INLET MH EXMH JB EXJB EXGI FI KI EXKI PROPOSED OUTLET STRUCTURE EXISTING OUTLET STRUCTURE OS EXOS FLOW DIRECTION OF STORMWATER (DS:X/CP:X/US:X) ERF BOUNDARY BENCHMARK STORMWATER SETTING OUT POINT SWXXX PROPOSED BUILDING PROPOSED MACMAT-R PROPOSED SHAPED GROUND LEGEND: HYDRAULIC GRADE LINE ENERGY GRADE LINE NATURAL GROUND LEVEL EXISTING GUARD RAILS • • • • • • WAYLEAVE_NO:_WL - 4701-SW-ML01 2021-04-19 A0 4701 NOTES AND SPECIFICATIONS GENERAL 1. ALL MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE REQUIREMENTS OF THE LATEST RELEVANT SABS REQUIREMENTS. 2. ALL DIMENSIONS ARE IN METERS. (UNLESS OTHERWISE SPECIFIED) 3. DO NOT SCALE FROM THIS DRAWING. 4. ALL DIMENSIONS MUST BE CHECKED AND APPROVED ON SITE. 5. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR MUNICIPAL CIVIL ENGINEERING WORKS, THIRD EDITION 2005 AND THE STANDARD CTMM DETAIL DRAWINGS 6. THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE ARCHITECT DRAWINGS. (IF APPLICABLE) 7. THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE STANDARD SPECIFICATIONS FOR MUNICIPAL CIVIL ENGINEERING WORKS, SERIES 4. 8. THE SIGNATURE OR INITIALS ON THIS DRAWING, OF ANY MANAGER OF THE ROADS & TRANSPORT DEPARTMENT, IN NO WAY REMOVES ANY RESPONSIBILITY WHATSOEVER FROM THE CONSULTANT. 9. THE CONSULTANT REMAINS RESPONSIBLE TO ENSURE THAT ALL THE GUIDELINES, STANDARD DRAWINGS, STANDARDS AND SPECIFICATIONS OF THE ROADS & TRANSPORT DEPARTMENT HAVE BEEN MET AND ARE COMPLIED WITH. 10. FINAL POSITION OF SERVICES TO BE DETERMINED ON SITE. STORMWATER 1. MINIMUM PIPE DIAMETER TO BE 450mm. 2. MINIMUM FALL TO BE 1:150. 3. PIPE BEDDING TO BE CLASS B UNLESS OTHERWISE SPECIFIED 4. ALL EXCAVATIONS AND BEDDING MUST BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE LAYING OF ANY PIPES. 5. CLEAN EXISTING STORMWATER INLETS AND REPAIR WHERE NECESSARY.(IF APPLICABLE) LOCALITY PLAN NOT TO SCALE IRENE EXTENSION 209 PROPOSED DEVELOPMENT Y +75 000 Y +75 100 Y +74 900 X +2 861 000 X +2 860 900 X +2 860 800 Y +75 000 Y +75 100 Y +74 900 X +2 861 000 X +2 860 900 X +2 860 800 X +2 861 100 X +2 861 100 Y +74 800 Y +74 700 Y +74 800 Y +74 700 MUNICIPAL STORMWATER LAYOUT SCALE 1:500 PROPOSED INLET STRUCTURE EXISTING INLET STRUCTURE IS EXIS
Transcript of ERF 1 IRENE EXTENSION 209 IRENE EXTENSION 196 ......EXGI FI KI EXKI PROPOSED OUTLET STRUCTURE...
DATUM 1500.000
LONGSECTION SW1-1 TO SW1-3SCALESHORIZONTAL 1:500VERTICAL 1:200
1505
1510
NODE
NODE TYPE
PEG DISTANCE (m)
FINAL LEVEL (m)
INVERT LEVEL (m)
DEPTH (m)
GRADE (1:_) / LENGTH
HYDRAULICSDESIGN
MAX. (0.8D)Q(m3/s)
Q(m3/s)V(m/s)
V(m/s)
BEDDING
PIPE DESCRIPTION
SW1-
3
SW1-
2
SW1-
1
OU
TLET
STR
UC
TUR
E
MAN
HO
LE
FIEL
D IN
LET
67.0
00
141.
440
0.00
0
67.0
00
1505
.965
1504
.716
1504
.716
1503
.385
1502
.758
1501
.269
1504
.178
1502
.838
1.87
91.
959
1.78
8
2.11
6
2.00%1:50.074.44m
2.00%1:50.067.00m
0.583.3
0.963.8
0.553.3
0.963.8
CLASS BCLASS B
600mm ∅SPIGOT AND SOCKET
CLASS 50D
600mm ∅SPIGOT AND SOCKET
CLASS 50D
STORMWATERSETTING OUT POINTS
SYSTEM: WG29CODEXXXX
SW1-1
SW1-2
SW1-3
Y(+0.0)
75 026.312
75 014.655
75 001.705
X(+0.0)
2 860 809.837
2 860 875.816
2 860 949.121
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SW1-1
SW1-2
600mm ØSPIGOT AND SOCKETCLASS 50D
SW1-3
600mm ØSPIGOT AND SOCKETCLASS 50D
1503.4
1503.5
1503.6
1503.7
1503.8
1503.9
1504.0
1504.1
1504.2
1504.3
1504.4
1504.5
1504.6
1504.7
1504.8
1504.9
1505.0
1505.1
1505.2
1505.3
1505.4
1505.5
1505.61505.7
1505.81505.9
1503.3
1503.4
1503.5
1503.6
1503.7
1503.8
1503.9
1504.0
1504.1
1504.2
1504.3
1504.4
1504.5
1504.6
1504.7
1504.8
1504.9
1505.0
1505.1
1505.2
1505.3
1505.4
1505.5
1505.61505.7
1505.81505.9
1500.8
1500.9
1501.0
1501.1
1501.2
1501.3
1501.4
1501.5
1501.6
1501.7
1501.8
1501.9
1502.0
1502.1
1502.2
1500.8
1500.9
1501.0
1501.1
1501.2
1501.3
1501.4
1501.5
1501.6
1501.7
1501.8
1501.9
1502.0
1502.1
1501.1
1501.2
1501.3
1501.4
1501.5
1501.6
1501
.7
1501.0
1501.1
1501.2
1501.3
1501.4
1501.5
1501
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1501
.7
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20m BU
ILDIN
G LIN
E
ALBERTIN
A SISULU
(R21) N
ATION
AL FREEW
AY
20m BUILDING LINE
30m BUILDING LINE
ERVENTO BE
CONSOLIDATED
ERF 2IRENE
EXTENSION 209
ERF 1IRENE
EXTENSION 209
PORTION 907DOORNKLOOF 931-JR
IRENEEXTENSION 196
REFER TO 4701-SW-MD01 FOROUTLET STRUCTURE DETAIL
MACMAT-R AND TOPSOIL
EMBANKMENT
SLOPE 0.
5%
EMBANKMENT
OS
MH
FI
SHAPED GROUND
EXISTING OUTLETSTRUCTURE
MACMAT-R AND TOPSOIL
SHAPED GROUND
EXISTING GAURDRAIL EXISTING GAURDRAIL
REFER TO 4701-SW-MD01FOR DETAILS
EXISTING 3.6m x 3.8mCULVERT TO BE MODIFIED
AS PER DETAILS
EXSWEXSW
IS
CITY OF TSHWANEROADS AND TRANSPORT DEPARTMENT
LOCATION OF PROJECT:
DESCRIPTION OF PROJECT:
PROJECT No.:
ORIGINAL PAPER SIZE:
SIGNATURE:............................................................................. DATE:......................................................
SCALE:DATE:
DRAWING No.: SHEET No.:
REVISION
A
CONTRACT No.:
CONSULTANT DETAIL:
IRENE EXTENSION 209
MUNICIPAL STORMWATER LAYOUT
SOTIRALIS CONSULTING ENGINEERS (PTY) LTDConsulting Civil And Structural Engineers
FACSIMILE (012) 991 0436TELEPHONE (012) 991 0516PO BOX 1829 FAERIE GLEN 0043
1 OF 1
AS SHOWN
DESIGN CHECKED BY:
No. DATE DESCRIPTION PAR.
AMENDMENTS
APPROVED
SIGNATURE:......................................................................... DATE:....................................
DESIGNED:
MANAGEMENT:DJ CHALMERS
DRAWN:
INFRASTRUCTURE TECHNICAL INFORMATION
SIGNATURE:......................................................................... DATE:.................................... SIGNATURE:......................................................................... DATE:....................................
H TEMPERMAN
S SOTIRALIS
DL HOONEBERG
S SOTIRALIS
SIGNATURE:......................................................................... DATE:....................................
A 2021-05-07 FOR APPROVAL
810494
PROJECT STATUS
DRAWINGCONCEPT
DRAWINGTENDER
CONSTRUCTIONAPPROVED FOR
DRAWINGAS BUILT
DRAWING
DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.
DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.
PROJECT ENGINEER ( CONSULTANT)
................................................................................ ................................................................................ ..............................................................
................................................................................ ................................................................................ ..............................................................
DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.
INSPECTOR OF WORKS (CITY OF TSHWANE):
................................................................................ ................................................................................ ..............................................................
DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.
STRUCTURAL ENGINEER (CITY OF TSHWANE)
................................................................................ ................................................................................ ..............................................................
PROJECT ENGINEER ( CITY OF TSHWANE)
DLH
DRAWING APPROVED BY DIVISIONAL HEADMr Tlhagale M.K.P. (Mavern)
0001
P.O. BOX 1409PRETORIA
DIVISIONAL HEAD
0001
P.O. BOX 1409PRETORIA
GROUP HEADMr Tlhagale M.K.P. (Mavern)Mr Letlonkane P. (Pheko)
REFERENCE DRAWINGS:4701-SW-MD01 MUNICIPAL STORMWATER DETAIL
LEGEND:
X%
VAL
PERCENTAGE ANDDIRECTION OF ROAD SLOPE
STORMWATER VALLEY LINE
STORMWATER SUBSOILLINE
SUB
SW
EXSW
PROPOSED STORMWATERLINE
EXISTING MANHOLE
GI
EXFI
KI
EXISTING STORMWATERLINE
PROPOSED MANHOLE
PROPOSED JUNCTION BOX
PROPOSED GRID INLET
EXISTING JUNCTION BOX
EXISTING GRID INLET
PROPOSED KERB INLET
EXISTING KERB INLET
TRANSITION LENGTHUPSTREAM (US)
CATCHPIT LENGTH (CP)
TRANSITION LENGTHDOWNSTREAM (DS)
PROPOSED FIELD INLET
EXISTING FIELD INLET
MH
EXMH
JB
EXJB
EXGI
FI
KI
EXKI
PROPOSED OUTLETSTRUCTUREEXISTING OUTLETSTRUCTURE
OS
EXOS
FLOW DIRECTION OFSTORMWATER
(DS:X/CP:X/US:X)
ERF BOUNDARY
BENCHMARK
STORMWATERSETTING OUT POINTSWXXX
PROPOSED BUILDING
PROPOSED MACMAT-R
PROPOSED SHAPED GROUND
LEGEND:
HYDRAULIC GRADE LINE
ENERGY GRADE LINE
NATURAL GROUND LEVEL
EXISTING GUARD RAILS• • • • • •
WAYLEAVE_NO:_WL
-
4701-SW-ML01
2021-04-19 A0
4701
NOTES AND SPECIFICATIONSGENERAL1. ALL MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE REQUIREMENTS
OF THE LATEST RELEVANT SABS REQUIREMENTS.2. ALL DIMENSIONS ARE IN METERS. (UNLESS OTHERWISE SPECIFIED)3. DO NOT SCALE FROM THIS DRAWING.4. ALL DIMENSIONS MUST BE CHECKED AND APPROVED ON SITE.5. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR MUNICIPAL CIVIL ENGINEERING WORKS, THIRD EDITION2005 AND THE STANDARD CTMM DETAIL DRAWINGS
6. THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE ARCHITECTDRAWINGS. (IF APPLICABLE)
7. THIS DRAWING MUST BE READ IN CONJUNCTION WITH THE STANDARDSPECIFICATIONS FOR MUNICIPAL CIVIL ENGINEERING WORKS, SERIES 4.
8. THE SIGNATURE OR INITIALS ON THIS DRAWING, OF ANY MANAGER OF THEROADS & TRANSPORT DEPARTMENT, IN NO WAY REMOVES ANYRESPONSIBILITY WHATSOEVER FROM THE CONSULTANT.
9. THE CONSULTANT REMAINS RESPONSIBLE TO ENSURE THAT ALL THEGUIDELINES, STANDARD DRAWINGS, STANDARDS AND SPECIFICATIONS OFTHE ROADS & TRANSPORT DEPARTMENT HAVE BEEN MET AND ARECOMPLIED WITH.
10. FINAL POSITION OF SERVICES TO BE DETERMINED ON SITE.
STORMWATER1. MINIMUM PIPE DIAMETER TO BE 450mm.2. MINIMUM FALL TO BE 1:150.3. PIPE BEDDING TO BE CLASS B UNLESS OTHERWISE SPECIFIED4. ALL EXCAVATIONS AND BEDDING MUST BE INSPECTED AND APPROVED
BY THE ENGINEER BEFORE LAYING OF ANY PIPES.5. CLEAN EXISTING STORMWATER INLETS AND REPAIR WHERE
NECESSARY.(IF APPLICABLE)LOCALITY PLANNOT TO SCALE
IRENE EXTENSION 209PROPOSEDDEVELOPMENT
Y +7
5 00
0
Y +7
5 10
0
Y +7
4 90
0
X +2 861 000
X +2 860 900
X +2 860 800
Y +7
5 00
0
Y +7
5 10
0
Y +7
4 90
0
X +2 861 000
X +2 860 900
X +2 860 800
X +2 861 100 X +2 861 100
Y +7
4 80
0
Y +7
4 70
0
Y +7
4 80
0
Y +7
4 70
0
MUNICIPAL STORMWATER LAYOUTSCALE 1:500
PROPOSED INLET STRUCTURE
EXISTING INLET STRUCTURE
IS
EXIS
