2025 26 Jirrima Cres - Noosa OPW app with attach · OPW20/0167

        Callaghan & Toth
          Civil, Environmental &
          Hydraulic Engineers




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Alexonder David Toth 6069 Callaghan & Toth
NAME . RPEQ Civil, Environmental &
Hydraulic Engineers
( 28/09/20 PO BOX 2305
NOOSA HEADS 4567
SIGNED DATE iL 1.16/90 Goodchap Street
MATCH EXISTING GRAVEL DRIVEWAY wnw-caloghornectoth conc
VIBRATORY ROLLER OVER PRE SECTIONS. OVER 5m WITH CBR6O GRAVEL Teignel [P| lon TT OED
checked | ADT | Origin (B.M.) PSM 152523
SREY
MAX WATTERSON & ASSOCIATES
KD
———————
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MATCH EXISTING AC SURFACE ON [EXISTING SURFACE LEVEL |
sna ces Pek ave EXISTING SURFACE LEVEL = PROPOSED ACCESS DRIVEWAY AT!
- ae 26 JIRRIMA CRESCENT
_— COOROIBAH
—
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Client
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> + ja fa M. PAGE & D. STUART
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title
DRIVEWAY LONGITUDINAL SECTION
ALTERNATIVE. SURFACING CD
SEAL TYPE (a) TWO-COAT BITUMEN SEAL: FIRST COAT [email protected]/m? AND 14mm| PRE-COATED STONE 100m?/m’. SECOND COAT C170 0/8|/m? AND 7mm PRE-COATED 170m{/m’ a
OR
(p) 25mm DG10 CQMPACTED TO MIN. 83% COMPACTION WITH PRIMERSEAL OF C170 [email protected]/m* AND 10mm PRE-COATED AGGREGATE
DATUM RL 4.000 | LOT 78 RP136461
IN. 160mm THICK CBR60 COMPACTED TO 100% STANDARD COMPACTION
PAVEMENT
NOOSA SHIRE COUNCIL
R10/R18.5 Locality of COOROIBAH
HORIZONTAL CURVES L3.743.19L4.16 L44.13 L77.66
KD
VERTICAL CURVES L3.713.19L4.17L3.28 L5.7 L10 L10 L10 L5.16 |L4.84 L10 L10 L10 L10 L10 L10 L12.82
SCALE AS SHOWN
+0.1741.7%)0.5%+1.5% -1.4% 0% -0.1% 0.8% 0.7% | 1.7% 15% 1.7% 2.2% 2.6% 2.8% 3.2% 3.3%
VERTICAL GRADES L3.713.19L4.17L3.28 L5.7 L10 L10 L10 L5.16 |L4.84 L10 L10 L10 L10 L10 L10 L12.82
KD
REVISIONS
revision details
A | FOR APPROVAL
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X:\JOBS\CT PROJECTS IN PROGRESS\2025 26 JIRR|
IMA\ DESIGN
CHAINAGE 2 2 8 &
o| =| Zl elzlS] 2 3 g g| #8) s 2 3 g 8 2 & BS FOR APPROVAL
26 JIRRIMA CRESCENT DRIVEWAY - LONGITUDINAL SECTION —o
— drawing number
A1HORZ SCALE 1:500 2025-05
A1 VERT SCALE 1:50 A
date 22nd SEPTEMBER 2020 yy,