Skip to the record
Every meeting, every word.

Original source · versioned page text

1225-60_B To 95_A - For Approval

Attached to the e-mail OPW14/0353 response to information request.

of 36

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

LEGEND: PROPOSED SERVICES (—

—JEXISTING WATERMAIN LOCATION (APPROX) DEPTH TO BE Callaghan & Toth
CONFIRMED BEFORE EXCAVATION. NEW KERB & CHANNEL LHS (LIP)
TO BE LOWERED BY CONTRACTOR TO ACHIEVE 1m COVER ivi i
m NEW KERB & CHANNEL RHS (LIP) Civil, Environmental &
Hydraulic Engineers

NEW CENTRELINE
PO BOX 2305

NOOSA HEADS 4567
i 8/41 Sunshine Beach Road

NEW WORKS CH3.762 — CH136.190
=> Phone 54749081

NEW 30mm AC SURFACING WITH GRAVEL PAVEMENT. wwncollaghanandtoth.com.au
BASE COARSE GRAVEL 100mm THICK (SUBJECT 10 TESTING)

de d | AH datum AHD DERIVED
EXISTING TELSTRA LOCATION (APPROX) DEPTH SUB-BASE COARSE GRAVEL 200mm THICK (SUBJECT TO TESTING) fo ha
TO BE COMFIRMED BEFORE EXCAVATION. .. PSM 178243
TO LOWERED BY TELSTRA CONTRACTOR TO checked [AdT | Origin (B.M.) RL 108.138
ACHIEVE MINIMUM COVER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

approved
SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121

 

 

EXISTING SEWER
1L103.361 ( \

PROPOSED CENTRELINE CH42.036 project

PROPOSED 9 LOT SUBDMSION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK

ld

_——
Client

VALKEV PTY LTD

 

 

 

CH3.762 START OF WORKS
SAW CUT & JOIN TO DETAIL
CONNECTION DETAIL ON 1225-61

  
 

EXISTING ROAD CL

Sle

|

fist. H9

 

NATURAL SURFACE

    
  

 

EXISTING INTERLOT DRAINAGE
1L104.446

PROPOSED CENTRELINE CH43.439
DRAIN TO BE LOWERED AS PER
PLAN 1225-77

 

 

 

PROPOSED MASONRY STREET CL

    

ld

 

 

 

EXISTING ELECTRICAL CONDUIT
LOCATION (APPROX) TO BE
LOWERED BY ELECTRICAL
CONTRACTOR

ee Or
title

MASONRY STREET LONGITUDINAL

/

 

 

 

 

SECTION CHO.00 — CH136.190

——_ rd
ee

LOT 136 on MCH978

-| | Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

 

 

onan

 

NEW CUL—DE-—SAC CENTRE CH136.190

IP CH 48.78
TPRL 106.11

 

 

IP cH 80,00
TP RL 102.88

TP RL 101.86

$$
—————
SCALE

 

05 10 15 20 25 50
———E=—E=>=—=>>=~E=E||=]=@6™_»]_»~@~_=»_~”7“~‘~#w=!=©]©3]&SS.
0 25 5 75 10 125 Welers 25}
1:100 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE

JOT SCALE FROM THIS DRAWING

-3.0% 21% - -33% 3.4% 03% 1:500 HORIZ Use ’ONLY DIMENSIONS PROVIDED

®

 

 

 

 

 

 

125.004 L20]000 000
125.000 R224.59 R395H.719 [Rigs |
R192. 058

VERT EXAG 15 A |_ ISSUED FOR APPROVAL
Datum 95.000

REVISIONS

 

 

 

 

 

 

 

 

 

 

 

B | ISSUED FOR REVIEW

 

134,087
140.892
147.907
168395,
194.071
259.091
343.117

VOLUME CUT (m*)

3.963
11787
30.052
42.836
59.138
16.494
101,963
1297

 

VOLUME FILL (m?)

 

68510
[235.626
54.780
88.647
07.965,

 

KERB LIP LEVELS
ss FILES

 

 

COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl

FOR APPROVAL

Sheet 6 of 36 sheets
drawing number

1225-65
XK date 9th SEPTEMBER 2014 J

KERB LIP LEVELS
a

 

jno1.942 |101.942

 

 

 

NATURAL SURFACE 3|

 

04.673,
583 [104.267 [104.263 | 93.543

 

CUT / FILL DEPTH

0.061 |102.954 [102.810 |102.813 |197.386

0.208 107.723
0.133 |106.171
0.187 |102.382
=0,099 [101.948

113.895 [101,849] -0.081 |101,930

 

671 -0.182 |103,853 [103.592 103.599 |135.957

617 | -0.165 103.782
si} 0.475 [101.436

DESIGN LEVELS ON
INE

118

 

 

          

    

 

CHAINAGE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

20.000 |107.780| -0.203 }107.983 } 07.698 [107.698 a1368,
30,000 [106.845 | -0.237 [107.082 } 06.763 |106.763| 52.308
40.000 }105.462| 0.014 105.448} 05.380 105.380] 65.448
0.000 103.274] -0.073 [103.347 [103.191 |103.193 |164.238.
90,000 |102.538 | -0.107 02.645 [102.455 [102.457 222.462
120.000 |101.866 | 0,098 {101,768 |101.719 |101.853 [306.166
130.000 |101894 | 0.371 [101523 |101.768 [101.978 |307.187

3.162 |108.326| -0.080 108.405
10,000 |108.198 | -0.260 {108.458 [107.906 [108.316
=0,262 [108.440

10.970

110,395 [101.8724 -0.173 102.045

 

 

 

 

 

 

 

36.277 |105.992/ -0.128 [106.120
106,895 |101.959 | -0.191 |102.150
110.000 |101.878 | -0.179 [102.057

 

 

48.777 |104.657| -0.217
50,000 [104,344 | -0.240

23.470 |107.515
30,000 [102.893

 

0,000 108.440] 0.000 ho:
35,970 |106.038

60,000

61271

100.000 |102.195,

136.190

 

 

 

 

 

 

 

 

 
Log in to download the original file

1225-60_B TO 95_A - FOR APPROVAL.pdf · 6.6 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.