15193-Noosaville_DA_26_11_15

00
                                                                                                                                                                                               .0




                                                                                                                                                                                                                                                                                                                .0
                                                                                                                                                                                             11




                                                                                                                                                                                                                       00                                                                                                                                                                                                                                                          CAPACITY 38,400L




                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                                    00




                                                                                                                                                                                                                     .8




                                                                                                                                                                                                                                                                                                     00
                                                                                                                                                                                  .2




                                                                                                                                                                                                                            10                   00
                                                                                                                                                                                11




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                                                                                                                                                                                                                                               .6                                                                                                                                                            8.

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                                                                                                                                                                                                                                                                                                10
                                                                                                                                                                                                                                                      10                                                                                                                                                   15 63
                                                                                                                                                            0+25.00                                                                                                          0                                                                                                                               °1
                                                                                                                                                                                                                                                                                                                                                                                                                8'

                                                                                                                                                                                                                       D15
                                                                                                                                                                                    10                                                                                              0                                                        0
                                                                                                                                                                                                                                                                                                                                           90
                                                                                                                                                                                                         0+35.00




                                                                                                                                                                                                                                                                                 .4
                                                                                                                                                                                   0+30.00
                                                                                                                                                                     0+25.00




                                              D15
                                                                                                                                                 0+20.00
                                                                                                                          0+15.00




                                                                                                                                                                                  .3
                                                                                                  0+10.00




                                                                                                                                                                                                                                                                                                                                        9.
                                                                          0+05.00




                                                                                    0+15.00
                                                    0+00.00




                                                                                                                                                                                11                                                                                                      10
                                                                                                                 11




                                                                                                                                                                                                                                                                                                                    65
                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                   .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             B         25.11.15      MG NEW DWG/ NOTES ADDED
                                                                                                                                                                                                                                                                                                                                               1
                                                                                                                                                                                                                                                                                                                  .2
                                                                                                                                                                                                                                                                                                                                            GP1 A
                                                                                                                     00




                                                                                                                                                                                                                                                                                                               10                            GP                         22
                                                                                                                                                                                                                                                                                                                                                                          8.6
                                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                                                                                                           °51
                                                                                                                                                                                                                                                                                                                                                                               '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A         01.10.15      GM D.A. APPROVAL                                                           JA
                                                                                                                                                            0+20.00
                                                                                                                                        11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           revision        date       by                               description                              checked
                                                                                                                                                                                                                                                                                                                                                                                                           LEGAL POINT
                                                                                                                                          .4




                                                                               0+20.00                                                                           30
                                                                                                                                            00




                                                                                                                                                               .2                                                                                                                                               74
                                                                                                                                                                                                                                                                                                                                                                                     OUT                                                                                                                                                                                                      Figured dimensions to be taken in preference to scale readings
                                                                                                                                                                                                                                                                                                                                                                                                           OF DISCHARGE
                                                                                                                                                             11                                                                                                                                               .9    8.69
                                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                                      A
                                                                                                                                                                                                                                                                                                                 30°2
                                                                                                                                                                                                                                                                               87                                     4'2
                                                                                                                                                                                                                                                                                                                         5"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROJECT MANAGERS
                                                                            18                                                                                                                                                                                               .0
                                                                          .9                                                                                     00                                                                   84            10                     10 8.662                                                                                                                                                                                                                                                                                                                                                                             |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DESIGNERS |
                                                                   1.3
                                                                      4011
                                                                                              ENTRY                                                 EXIT 0+15.00
                                                                                                                                                             11
                                                                                                                                                               .2
                                                                                                                                                                                  .9
                                                                                                                                                                                    15
                                                                                                                                                                                                                                 10
                                                                                                                                                                                                                                    .4
                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                  .4                     37°5
                                                                                                                                                                                                                                                                              7'25
                                                                                                                                                                                                                                                                                   "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PLANNERS |
                                                                  1                                          50.648                                                            10
                                                                                 0+25.00                    50°21'05"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ENGINEERS |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Head office - 17 Dover Street
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Albion QLD 4010 Australia
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Email: [email protected]
                                                                                                                                                             0+10.00                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Ph. 61 7 3854 2900
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Fax. 61 7 3854 2999
                                                      .2
                                                        12                          0+30.00                                                                                                    5000                                                                                                                                                                                                                                                                                                                                                                                  Copyright Tam Faragher & Associates Pty Ltd. This drawing including design & information
                                                                                              3




                                                    11
                                                                                                  .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             C is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
                                                                                                10




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                                                              1




                                                                                                                                                              10
                                                                                                                                             10
                                                                .2
                                                              11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     This document may not be copied, reproduced, retained or disclosed to any unauthorised
                                                                                                                                                             0+05.00                                                                                                                                                                                                                                                                                                                                                                                                                 person, either wholly or in part, without prior consent in writing from Tam Faragher &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Associates.
                                                                                    0+35.00                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ACN 054 486 743
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           project
                                                                                         EUMUNDI NOOSA ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED SERVICE STATION for SYNERGY
                                                                                     0+39.02                                                                 0+00.00                                                                                                                                                                                                                                                                                                                                                                                                       PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cnr
                                                                                              BB                                                           DD                                                                                                                                                                                                                                                                                                                                                                                                              WALTER HAY DRIVE) NOOSAVILLE, QLD
                                                                                              D15                                                          D15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           title

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SITE GRADING & STORMWATER DRAINAGE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           drawn                     approved               date created             scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MG               LS                   25/11/15                  1 : 400
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           status                                                 drawing no.                                        rev.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D.A. ISSUE                                    15193                            D10 B


[OCR of page images]
 

4 0 5 10 15 20m

 

 

Metres
LEGEND
DP DOWNPIPE

GP1 GULLY PIT FITTED WITH SPEL STORMSACKS
GP2 FIELD INLET GULLY PIT

GP3 OILY WATER GULLY PIT

TD — TRENCH DRAIN

  
   

 

:

LEGAL POINT

     
  

— - — PROPERTY BOUNDARY

= © ee © @ §=DEVELOPMENT AREA

——— — ROOFWATER DRAIN

— - — > — STORMWATER DRAIN

------ OILY WATER DRAIN

—@ 0 ewe @ RETAINING WALL

 

—_ GENERAL DIRECTION OF FINISHED SURFACE FALLS
8.430 PROPOSED SPOT [email protected] EXISTING SPOT HEIGHT

FINISHED FLOOR LEVEL

 

VACANT LAND

 

 

(ACCESS EASEMEN
— \
Li

 
  
  

  

DETENTION TANK
CAPACITY 38,400L

   
 
   
     
   

 

 

 

 

 

B | 25.11.15 | MG |NEW DWG/ NOTES ADDED

A | 01.10.15 | GM |D.A. APPROVAL JA
revision] date y ‘description checked

 

ZO
oA
LEGAL POINT

LE
AED -OF DISCHARGE
QY

 

 

 

 

 

 

 

  
 
 

 

Figured dimensions to be taken in preference to scale readings

 

 

   
 
 
 
    
   

 

ENGINEERS |
Head office - 17 Dover Street

Albion QLD 4010 Australia
rs Email: [email protected]
\ Project Group Ph. 61 7 3854 2900

Fax. 61 7 3854 2999

 

 

(> Lemrigt Tan Faracer Associates Pty Lt. This dravingncldng design & information
\S/ is covered by Copyright and all rights are reserved by Tam Faragher & Associates.
This document may nat be copied, reproduced, retained or disclosed to any unauthorised
person, ether wholly or in part, without prior consent in writing from Tam Faragher &

Associates. ‘ACN 056 486 743

 

 

O+

EUMUNDI NOOSA ROAD

 

 

wraeer
Z PROPOSED SERVICE STATION for SYNERGY

eo PROPERTY PARTNERS. 123 EUMUNDI ROAD (Cor

WALTER HAY DRIVE) NOOSAVILLE, OLD

939,921 —___— —
,\ (D
DI5/ O

 

Tile

SITE GRADING & STORMWATER DRAINAGE

 

‘ravn ‘approved date created seale
MG Ls 25/11/15 1: 400

‘status ‘raving n0. Fev.

D.A. ISSUE 15193 D10 |B