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

 

 

LEGEND:

 

NEW PAVEMENT WITH
AC SURFACING

 

 

 

NEW CONCRETE HAROSTAND AREA
WITH BUNDING TO ‘DETAIL PLAN 11

 

 

 

EXISTING OVERHEAD POWER

200 WIDE BLOCK WALL TO DETAIL PLAN 11

 

 

 

 

TOP OF KERB
TOP OF KERB INSIDE ISLAND
Edge
POINT | level EASTING NORTHING COMMENTS
A 1.20 X=505133.2857 }Y=7080114.4267| TOP CNR WALL
B- {1,20 X=505143.2851 |/Y¥=7080116.4399] TOP CNR WALL
Cc 1.40 X=$05135.6825 |¥=7080102.5223] TOP CNR WALL
0 1.40 X=505140.6966 |¥=7080102.9505} TOP-CNR WALL
E 1.40 X=505145.7107 {Y=7080103.3786] TOP CNR EXIST WALL
F 1.10 X=505142.1206 |Y=7080095.8775| TP RO .
G 1.20 X=505147.0223 |Y=7080096.8644) TP R4.0
HO 11.15 X=505146.0995 |Y=7080090.0685} END CONC cTP R9/R2
I 1.30 X=505150.9497 {Y=7080093.6539| TP R4.0
J 1.15, X=505147.2794 |Y=7080088.1482| CNR
K 1.00 X=505144.2516 |Y¥=7080083.6769] CNR -
L 4.00 %=505152.6530 /Y=7080082.1725| CNR
M 1.15 X=505155.6807 |Y=7080086.6438] CNR
N 1.00 X=505157.8436 |¥=7080083.2837| CNR
oO 1.15 | X=505160.1465 {Y=7080088.1680} CNR
P 0.95 X=505165.9287 {Y=7080082.1417| CNR
Q 1.10 X=505168.2316 |Y=7080087.0260| CNR
R 0.95 X=505169.6141 |Y=7080082.9807] CNR
s 1.10 X=505171.0554 } ¥=7080088.1848] CNR
T 1.25 X=505170.9901 |Y=7080093.6847| TP R4
U 0.95 X=505175.0190 | Y=7080082.2643] CNR
v 1.40 X=505176.4603 | Y=7080087.4584] CNR
Ww 0.95 X=505177.6313 | Y=7080082.7949] CNR
x 1.10 X=S05177.6230 | Y=7080088.1949] CNR
Y 0.90 X=505183.5313 |Y=7080082.8039] CNR
Zz 1.03 X=505183.5230 | Y=7080088.2039] CNR
Al {0.90 X=505186.1865 | Y=7080086.7827| CIP R2/R6
A2 |0.90 X=505188.1256 | Y=7080083.8766] CTP R10/R6
AS [0:968 X=505191.3689 | Y=7080078.9950} TP R10
A4 10.968 X=505191.9461 | Y=7080077.0457] EDGE BIT. CH 60
AS | 1.05 X=505194.5830 | Y=7080077.8264] CL CH 60.00
AB [0.968 %=505197.2197 | Y=7080078:6072] EDGE BIT. CH 60
AT {0.90 X=505197.4333 |Y=7080086.1233] CTP R6/R10
AB 11.05 X=505191.9385 | Y=7080088.5179] CENT R6
Ad 10.90 X=505192.3905 | Y=7080094.4980} R6 ROAD CNR
AIO $1.30 X=505174.9476 |Y=7080097.1471{ MIDPOINT R4
A11 [0.90 X=505190.0554 [| Y=7080102.2054] CNR .
A12 | 1.30 X=505172.0553 | Y=7080101.5385] TP R4
At3 {1.00 X=605160.8807 | Y=7080104.6452| CNR
A14 {1.00 X=505163.8828 | Y=7080108.7005] CNR
A15 | 1.30 X=505172.2544 |Y¥=7080108.7005| TP R2
A16 11.25 X=$05174.2071 | ¥=7080111.1329] TP R2
A17 41.05 X=505180.1865 }Y=7080116.7338] CNR
A18 | 1.25 X=505172.9563 | ¥=7080116.7812| TP R2
Ag | 1.00 X=505177.5845 | ¥=7080127.6663} CNR CONC EDGE ~
A20 41.20 X=505170.5705 | Y=7080118.2690] TP R2
A21 | 1.20 X=505167.0413 | Y=7080117.47271 TP R2
A22 41.15 X=905164.6554 | Y=7080118.9606; CIP R2/Rt
A23 [1.10 X=505161.1626 | Y=7080119.5491] CNR
A24 | 1.00 X%=505162.4049 | Y=7080123.5170] CNR CONC EDGE
A25 JIL 0.10 X=505199.4477 | Y=7080086.1350/ CULVERT OUTLET
A26 {IL 0.55 X=505187.8360 | ¥Y=7080081.8568] KERB GULLY DRAIN IL
A27 JIL 0.15 X=505216.7233 | Y=7080021.5561} CULVERT OUTLET
A28 | IL 0.697 X=505207.8744 |Y=7080019.9139] INVERT TP Ri
A29 {IL 0.685 X=505208.1954 | ¥=7080019.4277] INVERT TP Rt
A30 | IL 0.660 X=505209.1498 |¥=7080018.6373] INVERT TP R1
A31 [IL 0.645 X=905209.5033 | Y=7080018.0400/ INVERT TP Rt
A32 JIL 0.689 X=505209.8809 | ¥=7080017.4432| LIP AT SAG GULLY
A33 IL 0.70 X=505164.3223 | Y=7080100.0227} FOX BGPCT+FB PIT

 

 

 

 

 

 

 

 

 

PROPOSED GRAVITY SEWERAGE LINE

EXISTING SEWERAGE MAIN
EXISTING STORM WATER LINE

APPROX. WATER LOCATION CONFIRM BEFORE EXCAVATION
APPROX TELSTRA LOCATION CONFIRM BEFORE EXCAVATION

EXISTING TREES
EXISTING FENCE

EDGE OF EXISTING -VEGETATION

                         

 

 

 

 

 

 

 

 

 

NEW UNDERGROUND POWER

EXISTING GRAVEL. EDGE
EDGE OF EXISTING BITUMEN SUI

RFACE

UP OF KERB / BACK OF KERB

PROPOSED 1.5m CHAIN WIRE FENCE/

3m HIGH SOUND PROOF FENCE

SETOUT POINT

FINISH LEVEL

900 WIDE CONCRETE VEE DRAIN

100mm THICK N25 SL62 TOP COVER
TO'SECTION PROFILE-PLAN 12
CONTRACTION JOINTS AT 3M CRS

EXPANSION JOINTS AT 18M CRS

EXISTING RECYCLED WATER LINE (LOCATE BEFORE EXCAVATING)

EDGE OF EXISTING CONCRETE

wid

 

LS 0° NO

 

 

 

 

   

one COUNCIL

 
 

  

DEVELOPMENT PERMIT OPERATIONAL WORKS No.7

      

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REC'D BY. “cof J OBTE sssscef vvcsad
CKD BY.. Son al One ee) EI Zhe
AMENDIGSOOY ne DATE, wal sesseed Ww"
RECOMMENDED FOR APPROVAL N
SNDER NO CIRGUMSTANCES MAY THE PLAN| &
NOT Ok EE DEPARTED FROM WITHOUT THE
RIFTEN APPROVAL of the MANAGER LAND DEVELOPMENT
PLANS APPROVED
ong es ANAGER LAND DEVELOPMENT
9 h0
V 5 OO
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49.008

 

 

 

Callaghan & Toth )

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

Ph: 54749081 Fox: 54749041
wwr.callaghangndtoth.com.qu

 

 

 

 

 

 

 

designed: | ADT | datum AHD DERIVED

drawn "| BM

= PSM 75798
checked [AN | Origin (B.M.)_ RL 93.907
approved

SURVEYED BY

NOOSA COUNCIL

PHONE *
ee
C—O FFT
project

 

NOOSA SLIPWAY RENOVATIONS
MILL ST, -NOOSAVILLE
Ke

Client

NOOSA COUNCIL

 

ACCESS DETAIL PLAN

LOT 167 on SP173769

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE
KR)
a
SCALE

O.175 3.5 4.75 5 6,25 eters 12.5

 

scale- SCALE SHOWN 1S ORIGHAL DRAWING SCALE
1:250(A3)

REVISIONS

est] revision details date
pe *

 

 

 

 

 

 

 

 

.. a

[esd

COMPUTER DIRECTORY
(¢:\KEAYS\JOBS\CT\0202\....

 

 

 

 

 

 

 

Sheet 5 of 11 sheets
drowing nurnber

~ 0202-10

 

 

 

 

 

dote 12th Jan 2005 S/S

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