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 FSA's cer ‘mm (CBR 60) (CBR 45) (CBR 5) BOX
(TYPE 2.2) | (TYPE 2.3) (if required) (mm)
MORINDA CIRCUIT ACCESS STREET 5 x 10 3 30 100 100 350 580
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

NOTE
1.

 

Ss:

PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON

TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.

EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ale wie 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
xe == 4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
of als UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
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EXISTING PAVEMENT
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PAVEMENT AS SPECIFIED
REFER TO JOIN TO JOIN TO EXISTING PAVEMENT DETAIL
EXISTING PAVEMENT DETAIL ss NTS
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VG_ 30.0 Vc 10.0 wo | ~ LOT 75 -
(R518.8) (RI58.2) * a
11137% 2.0R083% !
- LOT 119 -
DATUM RL 6.0 os
!
CUT (-) 7 FILL See sggeagess CH _1480.000 | DATUM RL 16
aaa] s sass ae | FINISHED RL 17.471
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LHS LIP LEVEL age] ssa a 16.50m ROAD RESERVE a - LOT 73 -
|. ® VARIES, 4.50m 3.00 | 3.00m 450m . VARIES
cy | 1
&\al\S| 2 0.501 30mm_AC. SURFACING
RHS LIP LEVEL ees 8 - LoT 119 - | : | Le
a 2% 3% 3% 2%
Blals) 38 a) fl S|\9 1 IN & (MAX) TYPE ‘M1’ KERB AND CHANNEL
DESIGN SURFACE gigel de adele CH 1460.000 f | TO IPWEAQ STD DRG R-0080. DATUM RL _16
2.0m CONCRETE FOOTPATH TO a! SUBSURFACE PAVEMENT DRAIN FINISHED RL 17.244
melal we clelelmia LP.W.E.A.Q STD. DRG. R-0065 el TO IPWEAG STD DRG R-0140.
EXISTING SURFACE gigis} 35 ala R55 Z|
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CHAINAGES ssis) Seisisigjslsiais
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R-20.000 R-20.000
HORIZONTAL CURVES *24,
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-118.dwq DATE: 11-06-2014 TIME: 10:22
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