Civil Roadway Typical Details | Civil Standard Drawings

1 Notes ……………………………………………………….2
Intersection Details
3 Primary Road
4 Secondary Road ………………………………………5 Service Road, Access and Asphalt Pavement

GENERAL NOTES :
1. All dimensions are in millimeters unless noted otherwise.

1. Design drawings shall be as per elevations and coordinates.
2. Specification for construction of concrete pavings and

Roadways, see SES C04-S01.

1. Specification for construction of asphalt paving and roadways,

See C04-S02.

1. For concrete general notes see B50-F01-02. For cast in-place reinforce

concrete specification see SES B51-S01.

1. Fill material and compaction shall be in accordance with site

preparation specification SES C02-S01 and excavation and backfill

Specification SES C02-S02.

1. Nominal maximum size of aggregate for asphalt concrete shall be

as follows. Surface course 19 mm (see SES C02-S01)

Base course 50 mm (see SES C02-S01)

1. Asphalt and concrete roadway pavement design shall be

based on SES C04-E01. The surface course thickness

given on sheets 3 to 5 are minimum.

Sheet 2 Intersection Details

Sheet 3 Primary Road

Notes

For roadway typical notes, see sheet 1.

Work this sheet with sheet 1&2.

Guard post shall be provided for the fire hydrant, fire monitor and post indicator valve per detail shown on sheet 2.

Sheet 4 Secondary Road

CROSS – SECTION OF SERVICE ROAD, ACCESS AND ASPHALT PAVEMENT

Note:

1. For roadway typical notes, see Sheet 1.
2. Work this sheet with Sheets 1 & 2
3. Width and shoudler of access road shall be

based on SES C04-E01, Table I

Sheet 5 Service Road, Access and Asphalt Pavement

CROSS – SECTION OF SERVICE ROAD, ACCESS AND ASPHALT PAVEMENT

Note:

1. For roadway typical notes, see Sheet 1.
2. Work this sheet with Sheets 1 & 2
3. Width and shoudler of access road shall be

based on SES C04-E01, Table I