Appendix F. Civil Engineering Report Part 1

8
                                                                                                                                                                                                                                                                                                                                19
                                                                                                                                                                                                                                                                                                                                   .   68
                                                                                                                                                                                                                                                     19
                                                                                                                                                               19                                                                                         .4                                                                                        19
                                                                                                                                                                    .2                                                                                         2                                                                                         .7
                                                                                                                                                                            7                                                                                                                                                                                 0

                                                                                                                                                                                                                                                                   19
                                                                                                                                                                                                                                                                        .4
                                                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                              19
                                                                                                                                                                                                                            19                                                                   .   51
                                                                                                                                                                                                                                  .2
                                                                                                                                          18                                                     19
                                                                                                                                 1
                                                                                                                                     .3                                                 .1
                                                                                                                                                                                          4                                              0
                                                                                                                                                              16
                                                                                                                                                                 .93I
                                                                                                                                                                                                        19.




                                                                                                                                                                        L




                                                                                                                                                                                                                                19
                                                                                                                                                                                                           11




                                                                                                                                                                                                                                   .
                                                                                                                                                 18.




                                                                                                                                                                                                                                       22                      18
                                                                                                                                                                                                                                                                    .9
                                                                                                                                                    28




                                                                                                                                                                                                                                                                         5



                                                                                                                                                                                            18                     18
                                                                                                                                                                                                 .3                  .5
                                                                                                                                                                                                   4                        8


[OCR of page images]
 

       

SITE BENCH MARK

 
  

SITE BENCH MARK
Screw in Concrete
RL 20.566

/

RP103723

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Screw in Concrete
RL 21.06
22
RP881370
cP
/
BUPIOI093
WA" RP103723
18.31 SL. \\ We >.
1 ‘O
(Unabie to... \, Zio a,
open re” (unable to
cone. lid) \y locate)
S
o LEGEND
\ —s S— Sewer Line
» y —w W— Water main
y —T T—— Telstra Cables
\\ \ —W—W—__ Overhead Electricity
amy —— VE—— U/ground Electricity
Taz i —G G — Gas Main
QD te — P
= u u Fence Line
BS \ SW Stormwater Line
gy ‘p K Back of Kerb FH Fire Hydrant
L Lip of Kerb SL Surface Level
JL Invert Level @® Power Pole
2 S SWG Stormwater Grate
y yo SMH Sewer Manhole
WV Water Valve WM Water Meter
RPI50347 \ \ 7B Timber Bollards
SD
. Scale 1:200 — Lengths are in Metres.
Lootoil | | l | | | l | | | l | | J
2 0 2 4 6 8 ie) 12 14 16 18 20 22 424 26 28
DATUM FOR LEVELS — AHD Client MICHAEL JOLLY SURVEYS \/™ MAJ Dote B/N /2OI7
PM No 52590 — RL 11.201 NKS CORPORATION PTY LTD CONTOUR & DETAIL SURVEY PTYLIO Drawn MAJ Checked fed
- ABN 81 054 790 144 _
Contour Interval — 0.5m of Lot lon RP/I3/576 ee O54 790 [44 FB. 17-006 Approved f
The boundary position and dimensions shown hereon oe . 00196201.DWG a
have been compiled from IS27603/ and have been Project Original Portion /1/ Baer SCALE
marked on site. 175 EUMUNDI—NOOSA ROAD Locality of Noosaville Email [email protected] 1 22 O O (A2 Size)

The underground services shown heron have been
plotted from the records of the relevant authorities,
and may not be accurate.

 

 

NOOSAVILLE

 

Local Authority: Noosa S.C.

 

 

Office Address: 2/9 Camford Street, Milton

Postal Address: PO Box 1732,
Milton BC, Q, 4064

 

 

 

 

 

 

“" 001962. 01