Engineering Drawings Part 1 - OPW14/0197

 

 

 

 

 

 

 

 

 

 

  

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE
TRAFFIC ASSUMED | SURFACING (mm) (mm) (mm) TOTAL
ROAD STREET CLASSIFICATION EA's CBR nm) (CBR 60) (CBR 45) (cBR'15) BOX
(TYPE 2.2) (TYPE 2.3) (if required) (mm)
CARISSA PLACE ACCESS ROAD 5 x 10° 3 30 100 100 150 380
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

js ol NOTES:
als Sin 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
ale wi TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
ol” os 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
= S 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
El ° 4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
S uy UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
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(R285.7) (R4&89.8) (R891.4)
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DATUM RL 5.0
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R25.000 R14.000
HORIZONTAL CURVES
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: W78-115.dwg DATE: 11-04-2014 TIME: 09:13
Xpefs: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
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