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Civil Engineering Report

of 76

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Original PDF page 26, section 1. The text section number identifies this passage in the reader.

 

 

  
  
 
 
 
 
 
 
 
   
   
 
  
  
 
 
  
 
  
 
   
  
    

eae GIBSON
BUILDING

with inbuilt seating Detail & Level Survey
FL. Seat 40.62 of 23 Bottlebrush Ave
Noosa Heads

Lot 140 RP88934

 

Please Note:
All window and door dimensions & levels
described below are approximate only.

 

125 GENERAL NOTES:

RP88934 1. MSIBLE SERVICES ONLY HAVE BEEN LOCATED.

PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON
THE SITE, THE RELEVANT AUTHORITY SHOULD SE CONTACTED
FOR POSSIBLE LOCATION OF FURTHER UNDERGROUND SERVICES
AND DETAILED LOGATION OF ALL SERVES.

DI: Sliding Door 2400W X 2100H Floor Level = RL33-73
D2: Sliding Door 2400W X ZIO0H Floor Level = RL35:-48
D3: Sliding Door 2400W X ZIOOH Floor Level = RL37-29

CP

WI: Window I800W X 550H Sill Level = RL37-88 BUP5287
W2: Window 550WX 900H Sill Level = RL37-59
W3: Window I800W X IOOOH Sill Level = RL34-85 Roof Ridge: RL 41.70
\ W4: Window 900W X 900H Sill Level = RL37-58 x
\ ie Window /800W X 1200H Sill Level = RL39:0

2. MGA COORDINATES & AHD ELEVATIONS DERIVED FROM GNSS
SURVEY, ORIGIN OF COORDINATES:

P'SM104288 (CNR NOOSA DVE & GRANT ST, NOOSA HEADS)
E 508927.466, N 7080459.045, RL 21.488

3. BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED

4. BOUNDARIES SHOWN ARE COMPILED FROM RP88934, 1S263925,
18100703 & SP11777.

W6: Window 600W X 900H Sill Level = RL39-3 3 Storey Brick Units
W7: Window I600W X 1200H TOP Level = RL37.38

5. CONTOUR INTERVAL SHOWN IS 0.5 METRE.

 

 
 

 

 

      

 

W8: Window 900W X 900H Sill Level = RL39-3 02. ws ‘ Z acy >
W9: Window /800W X IZ00H Sill Level = RL40-88 “ x 5 LEGEND
WIO: Window 600W X 900H Sill Level = RL4/-18 Kel
Wil: Window I8OOW X 900H Sill Level = RL38-4 Root Ridge: RL 39.93 [=|COMMUNICATIONS PIT
WI2: Wir WX 900H Sill Level = RLA4I k
(2: indow 900: 900H Sill Level = RL41./8 T: COMMUNICATION CABLE U/G
Leis 126 @ POWER POLE
AC RP88934 SY ELECTRICITY O/H
° —_//———— FENCE
s © SEWER MANHOLE
\ ———— S ————— SEWER MAIN
6 WI WATER METER
\ @ WATER HYDRANT
\V-—— WATER MAIN
YEPALM TREE
QS TREE

AQ SURVEY STATION
© Ps

 

RP88934

 

Revisions ‘Surveyed | Drawn [Checked] Passed Date

 

 

  

Existing Brick Dwelling

 

 

 

 

¥8|_ ADDED DIM MH MH | LS _| LS _| 25/3/21

 

 

 

 

 

 

 

ATORIGINAL PLAN [DB DB_| DB LS _|16/08/29}

 

     

FL 32.60

 

2 Storey Spilt Level Clad Units L aU >

LAND SURVEYING DYNAMICS

/ PO Box 6334, Maroochydore BC QLD 4558
10/1 Newspaper Place, Maroochydore QLD 4558
Mobile: 0412 666 516

 

CP Email: [email protected]
Web: www.landsurveyingdynamics.com
BUPI3648 N Lond Surveying Dynamies (LSD) Pty Ltd
ACN 154 593 870
Signed
W E Cadastral Surveyor/Director
Date

 

Horiz. Datum MGAQ4 Z56 | Vert. Datum AHD

igin PSM 1041
Origin GNSS SURVEY pra OSM ee

 

 

Top of Eucalypt Trees:
Approx RL 47-0

 

Locality: NOOSA HEADS

 

Local Government: NOOSA SHIRE COUNCIL

 

 

 

 

 
 

 

  

. Seal
Screw in Conerete s SHEET 1 OF 3 °° A3 1:150
RL 29:22 31.5 : _ . FILE 12831—DTM—01—B.dwq [Dcte 25/3/21

vA be Ny Seale 1:150 Lengths are in Metres. SEAWINCNUMSER aa

Go) ds 3-16-20
\ Db 7 16 EDSALYPT

   

 

\ MMO a0 22 | 12831-DTM-01 | B

 

 

 

 

 

D:\dropbox\LSD\Wobs\current\ 12831 Gibson Building — 23 Bottlebrush Ave Noosa Heads\Data Survey\Drafting\OTM\ 12831—D1M—O1—B.dwg

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