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.
2. Design drawings shall be as per elevations and coordinates.
3. Specification for construction of concrete pavings and
Roadways, see SES C04-S01.
4. Specification for construction of asphalt paving and roadways,
See C04-S02.
5. For concrete general notes see B50-F01-02. For cast in-place reinforce
concrete specification see SES B51-S01.
6. Fill material and compaction shall be in accordance with site
preparation specification SES C02-S01 and excavation and backfill
Specification SES C02-S02.
7. 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)
8. 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