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OPW14/0197 Approved Plans Part 3 (N13078)
Plans and drawings
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NOOSA COUNCIL
PRELIMINARY PAVEMENT DESIGNS
APPROVED PLANS BASE SUB BASE lOWER SUB BASE TOTAL
TRAFFIC ASSUMED SURFACING
OPW14/0197 3 OCT 2014 ROAD STREET (lASSIFICA nON ImmJ lmml lmml
!CBR 60) ICBR 451 ICBR 151 BOX
ESA's CBR (mml
lTYPE 2.21 (TYPE 2.31 lif required) Imml
MORINOA 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 ALTERNA TlVE
NOTES:
1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CaR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USlNG THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY. AS SHOWN ON THE (ROSS SECTIONS.
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THE SELECTED Fill QUANTITY, DETERMINED BY TEST RESULTS,
WHEN THE TOTAL PAVEMENT DEPTH lAS DETERMINED BY SUBGRADE
SHALL INCLUDE FOR EXCAVATION.
TESTS 1 EXCEEDS THE NORMAL DEPTH. THE PAVEMENT GRAVEL SHAll EXTEND
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c; UNDER THE KERB AND CHANNEL TO 150mm BEHIND ITYPJ.
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MIN.
EXISTING PAVEMENT
REfER TO JOIN TO JOIN TO EXISTING PAVEMENT DETAIL
EXISTING PAVEHENT DETAR. NTS
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DATUM RL 6.0 I ~
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CH 1480.000
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CUT (-) I FILL ~5~
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FINISHED Rl i7.i:71
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LHS LIP LEVEL ~~~2;~
~~t:: 16.50m RD RESERVE
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VARIES 4,50m 3.0011\ 3.O011! 4.50m VARIES
301'l1l!AC, SURFACiNG
RHS LIP LEVEL 0.50m
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DESIGN SURFACE oi"'''' ••••.••••••
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CH 1460.000
TYPE 'I'll' KERB AND CHANNEL
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EAQ STO ORG R-OOSO. -F'-N-'S-HOE-OA_TR-Ul",R,.l14'4'
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2.Om CONCRETE FOOTPATH TO J SUBSlftlFACE PAVEMENT DRAIN
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•••••1 •••• LP.W.E.A.a STD. ORG. R-0065 TO IPWEAQ STD ORG R-Ot40.
EXISTING SURFACE ;:~~;;;;;;;; •••••••••••••.•••
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CHAINAGES ~~~
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HORIZONTAL CURVES 20.000 R-20.000
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REFER INTERSECTION DETAILS FOR LEVELS
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OM PROPERTIES MORINDA CIRCUIT
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