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PLAN VIEW
1180
Splitter block at outlet
750
150
900
150
900
SECTION
150
150
600
Stone Pitched
150
2250
OUTLET STRUCTURE
650
Road Finished Level
200Min.520300150
275 275
NotLessThan820
1000
TYPICAL TRENCH SECTION
Road Finished Level
Min.420300
Min.920
Compacted Fill (Should Not Contain
Stones Greater Than 50mm)
Compacted Selected Backfill Sieved
Material (Should Not Contain Stones
Greater Than 10mm)
TYPICAL TRENCH SECTION UNDER VEHICLE AREA
RoadLayer
Works
Compacted Fill (Should Not Contain
Stones Greater Than 50mm)
Compacted Selected Backfill Sieved
Material (Should Not Contain Stones
Greater Than 10mm)
4-6 Granular Bedding Material
450
150
275 275
4-6 Granular Bedding Material
450
Joint sealed with min. 200thk
mass concrete all round
UPVC Pipe
from Road Gully
Hole cut through wall of concrete storm water pipe
- to be as neat and small as possible
JOINT BETWEEN STORM DRAIN & GULLY OUTLET
SECTION X - X
XX
constraint requires larger angle
Flexible sealing membrane like
ABE ecofelt membrane impregnated
with superlacryl emulsion
Flexible sealing membrane like
ABE ecofelt membrane impregnated
with superlacryl emulsion
750
150mm Thick Concrete
G25 Base And Surround
TYPICAL ROAD GULLY DETAIL (ON ROAD 4)
375
Proprietory Road Gully Pot
To be approved by Engineer
Insitu concrete ring beam min
100mm thk, set to correct
level to receive grating base
Mortar Fillet
D400 Heavy Duty Grating 430 x 370
Base 525 x 525
Bedded On Mortar
600mm Long 150mm Removable
Stopper
Top of Grating to be set within the range
+0 to -5mm relative to finished road level
150 150700
1000
DISH DRAIN DETAILS
200
50mm Blinding Layer
Grade 30MPA Concrete
Road Finished Levels
12175
25x25mm Chamfer
Y8 at 150 c/c - B1
Y8 at 150 c/c - B2
50
75
Job No
Drawing Status
Discipline
Scale at A1
Drawing No Rev
Drawing Title
Job Title
Client
Date By Chkd Appd
A1
1
2
3
4
5
6
7
8
9
10
11
A B C D E F G H I J K L M N
Do not scale
Rev
CD-302 C22878
1:10
FOR CONSTRUCTION
Civil
TYPICAL STORMWATER DETAILS
/ /C1 20 02 13 Reza B. P.G P.G
ISSUED FOR CONSTRUCTION
/ /C2 25 02 13 Reza B. P.G P.G
REINF. TO DISH DRAIN ADDED

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2878-CD-302 TYPICAL STORMWATER DETAILS

  • 1. PLAN VIEW 1180 Splitter block at outlet 750 150 900 150 900 SECTION 150 150 600 Stone Pitched 150 2250 OUTLET STRUCTURE 650 Road Finished Level 200Min.520300150 275 275 NotLessThan820 1000 TYPICAL TRENCH SECTION Road Finished Level Min.420300 Min.920 Compacted Fill (Should Not Contain Stones Greater Than 50mm) Compacted Selected Backfill Sieved Material (Should Not Contain Stones Greater Than 10mm) TYPICAL TRENCH SECTION UNDER VEHICLE AREA RoadLayer Works Compacted Fill (Should Not Contain Stones Greater Than 50mm) Compacted Selected Backfill Sieved Material (Should Not Contain Stones Greater Than 10mm) 4-6 Granular Bedding Material 450 150 275 275 4-6 Granular Bedding Material 450 Joint sealed with min. 200thk mass concrete all round UPVC Pipe from Road Gully Hole cut through wall of concrete storm water pipe - to be as neat and small as possible JOINT BETWEEN STORM DRAIN & GULLY OUTLET SECTION X - X XX constraint requires larger angle Flexible sealing membrane like ABE ecofelt membrane impregnated with superlacryl emulsion Flexible sealing membrane like ABE ecofelt membrane impregnated with superlacryl emulsion 750 150mm Thick Concrete G25 Base And Surround TYPICAL ROAD GULLY DETAIL (ON ROAD 4) 375 Proprietory Road Gully Pot To be approved by Engineer Insitu concrete ring beam min 100mm thk, set to correct level to receive grating base Mortar Fillet D400 Heavy Duty Grating 430 x 370 Base 525 x 525 Bedded On Mortar 600mm Long 150mm Removable Stopper Top of Grating to be set within the range +0 to -5mm relative to finished road level 150 150700 1000 DISH DRAIN DETAILS 200 50mm Blinding Layer Grade 30MPA Concrete Road Finished Levels 12175 25x25mm Chamfer Y8 at 150 c/c - B1 Y8 at 150 c/c - B2 50 75 Job No Drawing Status Discipline Scale at A1 Drawing No Rev Drawing Title Job Title Client Date By Chkd Appd A1 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H I J K L M N Do not scale Rev CD-302 C22878 1:10 FOR CONSTRUCTION Civil TYPICAL STORMWATER DETAILS / /C1 20 02 13 Reza B. P.G P.G ISSUED FOR CONSTRUCTION / /C2 25 02 13 Reza B. P.G P.G REINF. TO DISH DRAIN ADDED