C.

CLEARED WIDTH

DITCH TO DITCH WIDTH(6,000mm)

CARRIAGE WAY WIDTH(5,000mm)

GRAVEL WIDTH (4,500mm)

4% 4%

Grave wearing course

G25 150mm
Existing subgrade
TYPICAL ROAD SECTION

C.L

CLEARED WIDTH

DITCH TO DITCH WIDTH(6,000mm)

CATH WATER CARRIAGE WAY WIDTH(5,000mm)

GRAVEL WIDTH (4,500mm)

4.0% 4%
VARIES

1,000
TYPICAL ROAD SECTION

NOTES: Tanzania Rural And Urban Roads

ALL DIMENSIONS, THICKNESSES AND OTHER REQUIREMENTS
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. 5. SHALL BE AS PER DESIGN Agency,TARURA - WANGING'OMBE DC
2. NO DIMENSIONS ARE TO BE SCALED FROM THE DRAWING.
3. PLAIN CONCRETE SHALL BE GRADE 15 6. STONE MASONRY SHOULD BE CONSTRUCTED WITH RATIO OF 1:3
___________________________________________
4. REINFORCED CONCRETE SHALL BE OF GRADE 25 7. TEST AND THE RESULTS SHALL BE DONE AS DIRECTED
STANDARD ROAD SECTION
___________________________________________
BY MATERIAL ENGINEER BEFORE AND AFTER CONSTRUCTION ___________________________________________
UPGRADING TO GRAVEL STANDARD
WANGING'OMBE TOWNS ROAD Drawn by Designed by Checked by Approved by
TARURA-WDC TARURA-WDC TARURA-WDC DM-WDC

JOB NO. DATE SCALE DRG. No

LOT 22-23 MARC: 2023 ________________
N.T.S. _____________
GSPublisherVersion 0.0.100.100
 C.L

CLEARED WIDTH

DITCH TO DITCH WIDTH(6,000mm)

CARRIAGE WAY WIDTH(5,000mm)

4% 4%

Existing subgrade
TYPICAL ROAD SECTION

C.L

CLEARED WIDTH
CATH WATER
DITCH TO DITCH WIDTH(6,000mm)

CARRIAGE WAY WIDTH(5,000mm)

VARIES

4% 4%

1,000
Existing subgrade
TYPICAL ROAD SECTION

NOTES: Tanzania Rural And Urban Roads

ALL DIMENSIONS, THICKNESSES AND OTHER REQUIREMENTS
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. 5. SHALL BE AS PER DESIGN Agency,TARURA - WANGING'OMBE DC
2. NO DIMENSIONS ARE TO BE SCALED FROM THE DRAWING.
3. PLAIN CONCRETE SHALL BE GRADE 15 6. STONE MASONRY SHOULD BE CONSTRUCTED WITH RATIO OF 1:3
___________________________________________
4. REINFORCED CONCRETE SHALL BE OF GRADE 25 7. TEST AND THE RESULTS SHALL BE DONE AS DIRECTED UPGRADING TO GRAVEL STANDARD OF
STANDARD ROAD SECTION
___________________________________________
BY MATERIAL ENGINEER BEFORE AND AFTER CONSTRUCTION
WANGING'OMBE TOWNS ROAD.
___________________________________________
Drawn by Designed by Checked by Approved by
TARURA-WDC TARURA-WDC TARURA-WDC DM-WDC

JOB NO. DATE SCALE DRG. No

LOT 22-23 MARC: 2023 ________________
N.T.S. _____________
GSPublisherVersion 0.0.100.100
 S-49
1000

PLAN VIEW

S-49
600
200
500

500
300
100

SIDE ELEVATION
SECTION S-49

NOTES: Tanzania Rural And Urban Roads

ALL DIMENSIONS, THICKNESSES AND OTHER REQUIREMENTS
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. 5. SHALL BE AS PER DESIGN Agency,TARURA - WANGING'OMBE DC
2. NO DIMENSIONS ARE TO BE SCALED FROM THE DRAWING.
3. PLAIN CONCRETE SHALL BE GRADE 15 6. STONE MASONRY SHOULD BE CONSTRUCTED WITH RATIO OF 1:3
___________________________________________
UPDGRADING OF WANGING'OMBE
7. TEST AND THE RESULTS SHALL BE DONE AS DIRECTED
STANDARD TRAPEZOIDAL SECTION
___________________________________________
4. REINFORCED CONCRETE SHALL BE OF GRADE 25
BY MATERIAL ENGINEER BEFORE AND AFTER CONSTRUCTION TOWNS ROADS AT WANGING'OMBE ___________________________________________
DC
Drawn by Designed by Checked by Approved by
TARURA-WDC TARURA-WDC TARURA-WDC DM-WDC

JOB NO. DATE SCALE DRG. No

LOT 22-23 MARC: 2023 ________________
N.T.S. _____________
GSPublisherVersion 0.0.100.100
 200

30Y12@150 c/c-BF
44Y12@150 c/c-BF

2000

1000 500
100

4500
150

DECK REINFORCEMENT DETAIL

BOX CULVERT
SECTION S-57 Rip-rap
35,000
Protection at outlet
Cutoff

Retaining wall
500

SECTION S-57
5500

500 Concrete with BRC Concrete with BRC

500

SECTION S-56
Retaining wall
2,000

24,000
Protection at inlet

Stone Pitching
72,000

800
100

PLAN VIEW OF THE

SECTION S-56 BOX CULVERT

NOTES: Tanzania Rural And Urban Roads

ALL DIMENSIONS, THICKNESSES AND OTHER REQUIREMENTS
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. 5. SHALL BE AS PER DESIGN Agency,TARURA - WANGING'OMBE DC
2. NO DIMENSIONS ARE TO BE SCALED FROM THE DRAWING.
3. PLAIN CONCRETE SHALL BE GRADE 15 6. STONE MASONRY SHOULD BE CONSTRUCTED WITH RATIO OF 1:3
___________________________________________
4. REINFORCED CONCRETE SHALL BE OF GRADE 25 7. TEST AND THE RESULTS SHALL BE DONE AS DIRECTED
BOX CULVERT
___________________________________________
BY MATERIAL ENGINEER BEFORE AND AFTER CONSTRUCTION UPGRADING OF ILEMBULA-WANGING'OMBE TO GRAVEL STANDARD ___________________________________________
AND WANGING'OMBE TOWNS ROADS.
Drawn by Designed by Checked by Approved by
TARURA-WDC TARURA-WDC TARURA-WDC DM-WDC

JOB NO. DATE SCALE DRG. No

LOT 22-23 MAR: 2023 ________________
N.T.S. _____________
GSPublisherVersion 0.0.100.100
 600

900

900
950
1,300
1,
20
0

100
100
1,300
900
100
100

Varies- As directed by Engineer

NOTES: Tanzania Rural And Urban Roads

ALL DIMENSIONS, THICKNESSES AND OTHER REQUIREMENTS
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. 5. SHALL BE AS PER DESIGN Agency,TARURA - WANGING'OMBE DC
2. NO DIMENSIONS ARE TO BE SCALED FROM THE DRAWING.
3. PLAIN CONCRETE SHALL BE GRADE 15 6. STONE MASONRY SHOULD BE CONSTRUCTED WITH RATIO OF 1:3
___________________________________________
PIPE CULVERT
___________________________________________
4. REINFORCED CONCRETE SHALL BE OF GRADE 25 7. TEST AND THE RESULTS SHALL BE DONE AS DIRECTED PIPE CULVERT
BY MATERIAL ENGINEER BEFORE AND AFTER CONSTRUCTION ___________________________________________
Drawn by Designed by Checked by Approved by
TARURA-WDC TARURA-WDC TARURA-WDC DM-WDC

JOB NO. DATE SCALE DRG. No

LOT 22-23 MAR 2022 ________________
N.T.S. _____________
GSPublisherVersion 0.0.100.100
 Y12

D-02
300
D-02

100
300

700
200

900
1,200
500

500
400
100

400
LONGITUDINAL SECTION OF CULVERT
200

SIDE ELEVATION

NOTES: Tanzania Rural And Urban Roads

ALL DIMENSIONS, THICKNESSES AND OTHER REQUIREMENTS
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. 5. SHALL BE AS PER DESIGN Agency,TARURA - WANGING'OMBE DC
2. NO DIMENSIONS ARE TO BE SCALED FROM THE DRAWING.
3. PLAIN CONCRETE SHALL BE GRADE 15 6. STONE MASONRY SHOULD BE CONSTRUCTED WITH RATIO OF 1:3
___________________________________________
PIPE CULVERT
___________________________________________
4. REINFORCED CONCRETE SHALL BE OF GRADE 25 7. TEST AND THE RESULTS SHALL BE DONE AS DIRECTED STANDARD PIPE CULVERT
BY MATERIAL ENGINEER BEFORE AND AFTER CONSTRUCTION ___________________________________________
Drawn by Designed by Checked by Approved by
TARURA-WDC TARURA-WDC TARURA-WDC DM-WDC

JOB NO. DATE SCALE DRG. No

LOT 22-23 MAR 2023 ________________
N.T.S. _____________
GSPublisherVersion 0.0.100.100
 C.L

CLEARED WIDTH

DITCH TO DITCH WIDTH(7,500mm)

CARRIAGE WAY WIDTH(6,500mm)

4% 4%

Existing subgrade
TYPICAL ROAD SECTION

C.L

CLEARED WIDTH
CATH WATER
DITCH TO DITCH WIDTH(7,500mm)

CARRIAGE WAY WIDTH(6,500mm)

VARIES

4% 4%

1,000
Existing subgrade
TYPICAL ROAD SECTION

NOTES: Tanzania Rural And Urban Roads

ALL DIMENSIONS, THICKNESSES AND OTHER REQUIREMENTS
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. 5. SHALL BE AS PER DESIGN Agency,TARURA - WANGING'OMBE DC
2. NO DIMENSIONS ARE TO BE SCALED FROM THE DRAWING.
3. PLAIN CONCRETE SHALL BE GRADE 15 6. STONE MASONRY SHOULD BE CONSTRUCTED WITH RATIO OF 1:3
___________________________________________
4. REINFORCED CONCRETE SHALL BE OF GRADE 25 7. TEST AND THE RESULTS SHALL BE DONE AS DIRECTED UPGRADING TO GRAVEL STANDARD 10KM OF STANDARD ROAD SECTION
___________________________________________
BY MATERIAL ENGINEER BEFORE AND AFTER CONSTRUCTION WANGING'OMBE TOWN ROADS ___________________________________________
Drawn by Designed by Checked by Approved by
TARURA-WDC TARURA-WDC TARURA-WDC DM-WDC

JOB NO. DATE SCALE DRG. No

LOT 22-23 MAR: 2023 ________________
N.T.S. _____________
GSPublisherVersion 0.0.100.100
 C.L

CLEARED WIDTH

DITCH TO DITCH WIDTH(7,500mm)

CARRIAGE WAY WIDTH(6,500mm)

GRAVEL WIDTH (5,500mm)

4% 4%

Grave wearing course

G25 150mm
Existing subgrade
TYPICAL ROAD SECTION

C.L

CLEARED WIDTH

DITCH TO DITCH WIDTH(7,500mm)

CATH WATER CARRIAGE WAY WIDTH(7000mm)

GRAVEL WIDTH (5,500mm)

4.0% 4%
VARIES

1,000
TYPICAL ROAD SECTION

NOTES: Tanzania Rural And Urban Roads

ALL DIMENSIONS, THICKNESSES AND OTHER REQUIREMENTS
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED. 5. SHALL BE AS PER DESIGN Agency,TARURA - WANGING'OMBE DC
2. NO DIMENSIONS ARE TO BE SCALED FROM THE DRAWING.
3. PLAIN CONCRETE SHALL BE GRADE 15 6. STONE MASONRY SHOULD BE CONSTRUCTED WITH RATIO OF 1:3
___________________________________________
4. REINFORCED CONCRETE SHALL BE OF GRADE 25 7. TEST AND THE RESULTS SHALL BE DONE AS DIRECTED
UPGRADING TO GRAVEL STANDARD 10KM OF STANDARD ROAD SECTION
___________________________________________
BY MATERIAL ENGINEER BEFORE AND AFTER CONSTRUCTION WANGING'OMBE TOWN ROADS. ___________________________________________
Drawn by Designed by Checked by Approved by
TARURA-WDC TARURA-WDC TARURA-WDC DM-WDC

JOB NO. DATE SCALE DRG. No

LOT 22-23 MAR: 2023 ________________
N.T.S. _____________
GSPublisherVersion 0.0.100.100