17 sv 14-15 - amazon s3 · 2019-10-16 · 14328.950 173.440-3.750 % 14690.000 159.899-4.026 %...
TRANSCRIPT
LEFT OFFSET
LEFT EDGE
CENTRE LINE
RIGHT EDGE
RIGHT OFFSET
GRADES
VERTICAL CURVES
VE
RT
IC
AL A
LIG
NM
EN
T
DE
SIG
N R
OA
D LE
VE
LS
STAKE VALUE
EXIST ROAD LEVELS ON ALIGNMENT
SUPERELEVATION
HORIZONTAL CURVES
LHS EDGE
RHS EDGE
HOR. SCALE 1:1000
VER. SCALE 1:100
RIGHT EDGE
EXISTING ROAD LEVEL
LEFT EDGE
CENTRE LINE LEVEL
Direction
167°29'37"
165m VC
K=168
E.V
.C
14106
B.V
.C
14239
180m VC
K=511
E.V
.C
14419
B.V
.C
14660
60m VC
K=218
E.V
.C
14720
B.V
.C
14813
300m VC
K=30
LO
W: 152.502
Ch 14934.242
-2.415 %
14023.467 183.820
-3.398 %
14328.950 173.440
-3.750 %
14690.000 159.899
-4.026 %
14963.196 148.900
5.952 %
15000.000
160.614
-2.0
600 mm PC
IL = 176.495 m
BRIDGE
6403x2300 mm BC
IL = 148.754 m
181
Datum 171.0
172
Datum 162.0
158
Datum 148.0
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ROOIDRAAI MOORREESBURG
LEGEND
EXISTING ROAD
RESERVE
PROPOSED ROAD
RESERVE
FILL SLOPE
CUT SLOPE
EXISTING GUARDRAIL
GATE
FENCE
EXISTING ROAD SIGN
NEW ROAD SIGN
POWER LINE & POLE
TELEPHONE LINE
& POLE
FARM / MINOR ACCESS
SURVEY
CONTROL
POINT
NRB1-15
268.332
1. ALL EXISTING FEATURES ARE GHOSTED.
2. BATTER SLOPES SHOWN ON STANDARD CROSS-SECTIONS AND AS DETERMINED ON SITE.
3. THE CONTRACTOR IS TO APPLY FOR ALL NECESSARY WAYLEAVES, PLANS AND PERMITS
FROM THE VARIOUS SERVICE AUTHORITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. FARM/MINOR ACCESSES TO BE 5m WIDE (SEE TYPICAL DRAWINGS - ROADWORKS
DRG. No. 4397-R-JI-200-V1).
5. FINAL POSITIONS OF ACCESSES, SERVICE ROADS AND EDGE BEAMS TO BE DETERMINED
ON SITE.
6. EXISTING ROAD SIGNS TO BE REMOVED AND REPLACED WHERE REQUIRED.
7. WIRE FENCE GATES TO BE PROVIDED AT ALL FARM/MINOR ACCESSES.
NOTES :
8. STOCK PROOF FENCING TO BE PROVIDED ON ROAD RESERVE BOUNDARY
9 STRAND BARBED WIRE WITH STEEL STRAINING POSTS AND STEEL
STANDARDS AND DROPPERS).
9. REFER TO 20m INTERVAL CROSS SECTIONS FOR LANDSCAPING AND
FURTHER DRAINAGE DETAILS.
10. ALL ROADMARKING AS PER SARTSM AND STANDARD DRAWINGS.
11. THE LINING OF OPEN, TOE AND CUT-OFF DRAINS TO BE APPROVED BY
ENGINEERS REPRESENTATIVE.
PROPOSED ROAD
WIDENING
MAJOR ACCESS
NEW CULVERT AND
DIRECTION OF FLOW
RESHAPE EXISTING
SIDE DRAIN
> >
OPEN EARTH V-DRAIN
LINED / UNLINED
V SHAPED TOE DRAIN
TYPE A SIDE DRAIN
& DOWN CHUTE
TYPE F SIDE DRAIN
& DOWN CHUTE
NEW GUARDRAIL
TYPE A DRAIN WITH
INLET AND DOWNPIPE
V V
DIEPKLOOF 599
REM
SG_4110_1951_WC
C04600000000059900000
FARM 1063
REM
SG_6433_1988_WC
C04600000000106300000
PETER M STEYN 0833203950
DIEPKLOOF 599
REM PTN 2
SG_2902_1962_WC
C04600000000059900002
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
FARM 1063
REM
SG_6433_1988_WC
C04600000000106300000
PETER M STEYN 0833203950
KRUYWAGENS KRAAL 520
REM PTN 5
SG_1113_1920_WC
C04600000000052000005
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
DIEPKLOOF 599
REM PTN 1
SG_4111_1951_WC
C04600000000059900001
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
DIEPKLOOF 599
REM PTN 1
SG_4111_1951_WC
C04600000000059900001
KOOT CLAASSEN 0825249001
GERT KLAASSEN 0825249003
NRB48-17
184.329
NRB49-17
174.062
NRB50-17
163.399
NRB51-17
152.394
PS07
150.788
PS06
151.503
K
1
3
-L
E
1
K
1
4
-L
E
1
K
1
4
-L
E
2
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1
4
-L
E
3
K
1
4
-R
N
1
K
1
4
-R
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2
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4
-R
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3
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1
4
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N
4
K
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4
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5
K
1
4
-R
N
6
X
+
3
6
9
0
6
0
0
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+
3
6
8
9
8
0
0
X
+
3
6
9
0
0
0
0
X
+
3
6
9
0
2
0
0
X
+
3
6
9
0
4
0
0
X
+
3
6
8
9
8
0
0
X
+
3
6
9
0
6
0
0
X
+
3
6
9
0
0
0
0
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+
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6
9
0
2
0
0
X
+
3
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+
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+
2
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+
2
8
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0
0
14100 14200 14300 14400 14500 14600 14700 14800 14900
CU
T L
IN
E
CU
T L
IN
E
1500014000
MINOR FARM
ACCESS
MINOR FARM
ACCESS
MINOR FARM
ACCESS
MINOR FARM
ACCESS
>>
>>>>>
>
14100 14200 14300 14400 14500 14600 14700 14800 14900
CU
T L
IN
E
CU
T L
IN
E
1500014000
MINOR FARM
ACCESS
MINOR FARM
ACCESS
MINOR FARM
ACCESS
MINOR FARM
ACCESS
>>
>>>>>
>
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1 x 6.403m
x 2.300m BRIDGE
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1 x 6.403m
x 2.300m BRIDGE
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
EXISTING 1x450 Ø PC
REPLACED BY 1x600 Ø PC
13000 14000 15000
16000
17000
18000
19000
SHEET 7 OF 27 SHEET 8 OF 27 SHEET 9 OF 27 S
H
E
E
T
10 O
F
27
SHEET 11 OF 27
SHEET 12 OF 27
KEY PLAN
N.T.S.
POINT SV
14000
14100
14200
14300
14400
14500
14600
14700
14800
14900
15000
Y-Coord X-Coord
N7/2 ALIGNMENT DETAILS - WGS84 Lo19°
28010.654
28032.309
28053.964
28075.619
28097.273
28118.928
28140.583
28162.238
28183.893
28205.548
28227.203
3690751.611
3690653.984
3690556.356
3690458.729
3690361.102
3690263.475
3690165.848
3690068.221
3689970.593
3689872.966
3689775.339
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
PROPOSED ROAD RESERVE
POINT
K14-RN1 28027.519 3690591.290
K14-RN2 28090.837 3690314.103
K14-RN3 28123.388 3690153.959
K14-RN4 28167.379 3689977.195
K14-RN5 28194.452 3689831.604
K14-RN6 28203.206 3689807.217
NRB47-17 27959.17 3691061.60 190.042
NRB48-17 28022.42 3690777.80 184.329
NRB49-17 28059.75 3690477.86 174.062
NRB50-17 28151.01 3690198.50 163.399
NRB51-17 28187.18 3689900.54 152.394
NRB52-17 28277.84 3689626.91 160.025
PS06 28224.24 3689850.28 151.503
PS07 28180.13 3689816.87 150.788
2.0%2.0%
1
:
2
ALIG
NM
EN
T LIN
E
6.7m
ED
GE
O
F
SU
RF
AC
IN
G
6.7m
SB
P
LEVELS GIVEN HERE LEVELS GIVEN HERE LEVELS GIVEN HERE
3.7m3.0m 3.7m 3.0m
1
:
2
1
:
2
HORIZONTAL DESIGN SPEED : 100km/h
VERTICAL DESIGN SPEED : 100km/h
POSTED SPEED (Road Sings & Road Markings) : 120km/h
SV14.186
1x600 Ø PC
SKEW=274.225°
SV14.924
1x6.7x6.7m BC
SKEW=46.0°
EDGE OF SURFACING
100mm LANE LINE GM1 (LINE:GAP RATIO 2:10) (WHITE)
100mm NO CROSSING LINES RM2 (WHITE)
150mm LEFT EDGE LINE RM4.1 (YELLOW)
150mm DIVIDING LINE WM3 (LINE:GAP RATIO 4:8) (WHITE)
SV
14
61
5
EL
EC
TR
IC
OV
ER
HE
AD
MOORREESBURG
ROOIDRAAI
SV 14 287
FARM
ACCESS
SV 14 608
FARM
ACCESS
SV 14 623
FARM
ACCESS
SV
14
86
0
SV
14
89
0
SV
15
00
0
SV
14
96
0
SV 14 995
FARM
ACCESS
SV
14
59
0
SV
14
69
0
SV
14
48
0
SV
14
83
0
SV
14
97
0
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.5m
3.7m
1.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
3.7m
3.0m SURFACED SHOULDER
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
EXISTING ROAD RESERVE
POINT
K14-LE1 28085.706 3690498.482
K14-LE2 28162.940 3690151.063
K14-LE3 28225.777 3689867.422
ENG.
CONSULT.
REVISION DATENo.
DRAWING TYPE
BRIDGE/STRUCTURE No.
CONSULTANT DRAWING No.
SHEET
DRAWING LOCATION DATA
PROJECT NUMBER
ACCEPTANCE
THIS ACCEPTANCE IS FOR PROCEDURAL AND
ADMINISTRATIVE REVIEW PURPOSES ONLY
AND DOES NOT ATTRACT LEGAL LIABILITY OR
LIABILITY OF ANY KIND FROM WHATSOEVER
CAUSE OR HOWEVER ARISING
ROUTE
SECTION
DRAWING km DISTANCE
STARTEND
SCALE : SANRAL DOCUMENT #OF
Date :
Prof. Reg. No. :
Name :
DESIGNED BY
NAME
Prof. Reg. No.
CHECKED BY
VER
CONSULTANT APPROVAL
DRAWN BY
NAME
NAME
Prof. Reg. No.
Date :
Name :
SANRAL PROJECT MANAGER
WORKS CONTRACT ENGINEER
CONSTRUCTION RECORD (AS-BUILT)
Date :
Prof. Reg. No. :
Name :
HEAD OFFICE
Val de Grace
Tel: (012) 844 8000
Pretoria 0001
South Africa
48 Tambotie Avenue
PO Box 415
Pretoria
0184
for the SA NATIONAL ROADS AGENCY SOC LTD.
Date:
WESTERN REGION
Tel: (021) 957 4600
Private Bag X19
Bellville
Oakdale
Bellville
1 Havenga Street
7535
7530
N7
NRA N.007-020-2020/1F
N7
THE IMPROVEMENT OF NATIONAL ROUTE 7, SECTION 2, BETWEEN
ROOIDRAAI (km 7.49) AND MOORREESBURG (km 33.90)
DRAWING NAME
7 Digtebij Avenue, Mabille Park, Kuils River, 7580
P.O. Box 190, Kuils River, 7579
Tel: +27 21 906 5602
Fax: +27 21 906 5603
COPYRIGHT RESERVED
c
CAPE TOWN
14 CENTRAL SQUARE PINELANDS 7405
P.O. BOX 38561 PINELANDS 7430
Tel: +27 21 530-1800 Fax: +27 21 532-0950
E-MAIL: [email protected]
X:\P
rojects - (In-progress)\4397 N
7 R
ooidraai to M
oorreesburg (D
M)\07-D
raw
ing\R
oads\W
OR
KIN
G\4397-16-21 Layout-Long sv13-sv19 sht 7-12 - C
olour.dw
g
2019-05-31 B
randc1
50 mm 0 mm 50 mm 100 mm
FOR TENDER
PURPOSES ONLY
NOTE:
ALL DIMENSIONS TO BE CHECKED ON SITE
BEFORE ANY WORK IS PUT IN HAND.
REFER ANY DISCREPANCIES TO THE ENGINEER.
FOR APPROVAL
PURPOSES ONLY
J GENTZ
20080319
DM MURPHY
950446
PRELIMINARY
DRAWINGS
DRAFT
FINAL DESIGN
2 2
14 000 15 000
ROADS - LAYOUTS
4397-17
V1
GENERAL ARRANGEMENT AND LONG-SECTION
ROUTE 7, SECTION 2: SV 14 000 - SV 15 000
1:1000 8 27
V1 17/05/2019 ORIGINAL VERSION DM MURPHY
DM MURPHY
950446
17/05/2019
17
ROOIDRAAI
MOORREESBURG
XY
+0
CO-ORDINATES WGS84 (Lo19°)
+0
SURVEY CONTROL POINTS
POINT
Z
C BRAND