06/0933 - Outdoc re: approval of development for Op Works · 142006.933

 

 

 

 

25 mm AC SURFACING

1 1/M2 PRIME

150mm BASE COURSE CBR 60
150mm SUB BASE COURSE CBR 40 .

(SUBJECT TO TESTING BEFORE COMMENCEMENT

OF EXCAVATION)’

 

 

 

 

 

 

 

 

 

 

 

 

°
i}
oS
4
=
°
3
3
n
& RADELINE
a
r A
Horiz Curve Data
Vertical Geometry Grade (%) 4.25%1a%. D%
Vertical Grade Length (m 4c 721476
Vertical Curve Length (m
Vertical Curve Radius (m
DATUM R.L~10.000 oy i
1 ” tio] ©
Concrete Invert Level 2) Sie] & 5
of sloj so 3
eo] =m] 09 oD
Edge of Seal LHS 8} sls] 8 &
S| ojo 6 a
N NIN] cy NX
Edge of Seal RHS of 2 2 2
alo; +o}; « 2 ala
Natural Surface Level [2/3] 2/2] 2] 9) Bik
slo] slo] 3 o (=) {=}
. Flop Myo, a oO =
a2] AIR] & al SIN
Cur / FILL DEPTH ss} sis] 3 3 alg
DESIGN LEVELS ON 2 glol o ° elo
ala gigi 8 8] | BiB
ROAD CENTRELINE = es = =le
RR
CHAINAGE SI
os] o ° ala
Ol rIN st wo mE

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION

NATURAL SURFACE

   

CONCRETE TO DETAIL

PLAN 0202-9
SL82

NOOS.
EYELOPMENT PERMIT OPERATIO!

 

 

 

 

 

 

 

 

 

 

SEAL TOP
WITH 8mm DEEP
EMERSEAL 40 be on Re
0 2
SEAL UNDE REFER 0202-12
4 N12
APPROK. CORE FILLED
z |-—- BLOCKWORK
| be
zs a WY
4 = N12 @2m crs.
XN
LL LNA YR
RLO.80
t L11TM300
it Bottom ~

 

NAL WORKS No...
. DATE.....+: foreeaf

MAY THE PLAN &

  

 

 

 

 

SECTION A-A
TYPICAL RETAINING: WALL DETAII
: ” SCALE 1:20 .
A SHIRE COUNCIL

 

SI

al

464

     

 

C NCES
UNDER NO CIRCUMSTA cat WITHOUT. THE
Spec TIONS BE DEPARTED A HOU E
SE eC APPROVAL of the MANAGER LAND DEVELOPMEN
PLANS APPROVED eunenereert no cuaseanenee

OTE Oh LE

CONCRETE SI

 

 

Asphaltic concrete ramp 100mm high \
prime concrete area first. ensure asphalt
to concrete is properly bonded.

 

 

 

 

SECTION

 

B-B

SCALE 1:10

FORMED JOINT WITH SEALANT &
BOND BREAKING BACKING TAPE

20mm 250R DOWEL 7S

400mm LONG
@300mm_ CENTRES ‘
. I

L-— 0.25
I— 50mm MIN.

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers
2/11 Sunshine Beach Rood
NOOSA JUNCTION 4566

Ph: 54749081 Fox: 54749041
#ww.callaghanandtoth.com.au

 

 

 

 

 

 

: designed [ADT | datum AHO DERIVED
drawn BY
~ PSM 75798
4 — Te checked | AH] Origin (8.6) _RL 93.907
t F ost l=]
BOND BREAKING COMPOUND approved
OR EQUALIVENT SLEEVED DOWEL SURVEYED BY
NOOSA COUNCIL
, PHONE *
DOWEL JOINT (DJ) rome
aaa.
SCALE ‘1:10 project

(FOR USE AT EVERY THIRD 5m TRANSVERSE
_SOINT OR AT 15 m CENTRES)

   

 

 

NOOSA SLIPWAY RENOVATIONS
MILL ST, NOOSAVILLE

 

CUT EVERY SECOND :
BAR AT JOINTS ————$<——_—__ TS
. fo A JOINT Client = .
~ NOOSA COUNCIL
ory
title :
. : . . WATER LAYOUT PLAN
CONTRACTION JOINT (C.J) EVERY_6m L J)

SCALE 1:10

wy 150 THICK N40 SLUMP 70 CONCRETE
ce . ° -WITH SL82_ FABRIC 75mm TOP
° COVER, LAP 250mm

COMPACTED SAND

INTERNAL BUNDED AREA & CONCRETE
ACCESS ROAD PROFILE

LOT 167 on SP173769

| Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE

KD

A
SCALE

0.25 5 75 10 125 Meters B
SSS

scale SCALE SHOWN (S ORIGINAL DRAWING SCALE
1:500(A3) 00_NOT SCALE FROM THIS DRAWING

USE ONLY DIMENSIONS PROVIDED
$$$
_
REVISIONS
meni] revision details date
~~] o

 

 

 

 

 

 

 

 

 

 

V

a

FILES

COMPUTER DIRECTORY
IC:\KEAYS \YOBS\CT\0202\...

 

 

 

 

 

 

Sheet G6 of 11° sheets
drawing number

0202-11

 

 

 

 

XQ dole 12th Jan 2005