N13078 - 2014.10.17 - 1 Of 2

Page 2

 

REFER DRG _N13078-103 FOR CONTINUATION

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

|
NOTE ye
|
REFER TO N13078-103 FOR
SURVEY SETOUT DATA.
i}
160
NOTE:
REFER TO N13078-101
N FOR KERB PROFILES. I
|
180
i}
i}
"200
i}
S
= 220
a
w 1
x |
= 1
*|
T 240
260
TP 279.486
280

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2
. <¢
LON
NO
‘
901
4X
te HNITTSCT ANBITeASE X-NSOTE SURVEY SETOUT USR Cuts Booraan REFER DRG N13078-101 FOR CONTINUATION
Tins [once [ona] DATE SCALE UMETRES T os SENT DRAWING TITLE
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS Pn,
Inari ec eT To SOF mS RE 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q OMT ATA SURVEY SETOUT PLAN
Es @®_[ CB | 1.101% | SHRE DRIVE & TWIGRUSH COURT ALIGAMENTS AMENDED 1500 0 so 0 20M Ph (07) 5436 7888 Fax (07) 5493 6630 SRORCT ad SHEET 2 OF 3
B|C DRAWN CHECK, SS PROJECT Mo. ‘APPROVED SHAUN PILCHER RPEQ 1593 Brown Consulting (QLD) Pty Ltd Qual
0 ‘1008 8 LAKE DOONELLA NOOSA ‘ ie ala i :
eR n13078 Jf SS gra an NO Smart Consulting ‘Sitemtetncnees Se [ a =
Sir FOR & ON BEHALF GF BROWN CONSULTING (QLD) PTY LTD (retane Conbarm Mehouns Opener Orgepere Sunshine Cent Lic 4084

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

SHIRE DRIVE CONTROL SETOUT

 

 

 

NOTE:
REFER TO N13078-101

 

 

FOR KERB PROFILES.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Zz

FILE; NIBO78-103.dug DATE; 16-10-2014 TIME: 14:03
Pxref's: X-NBOI8-TIT X-NIBO78-BASE X-NIBO78-SURVEY SETOUT USR: Curtis Boorman

 

 

 

 

   

Pt Chainage Easting Northing Level Bearing Rad/Spiral | A.Length D.Angle
IP1 0 5190.167 1438.946 119°47'45.29"
TC 32.215 5218.123 1422.938 18.214 119°47'45.29"
IP2 36.743 5222.083 1420.67 18.192 -30 9.057 17°17'50.39"
igs 41,272 5226.538 1419.683 18.169 102°29'54.90"
TC 102.366 5286.184 1406.461 16.968 102°29'54.90"
IP3 112.514 5297.943 1403.854 16.563 5 20.296 77°31'30.15"
cT 122.662 5297.938 1391.81 16.153 180°01'25.05"
TC 279.486 5297.874 1234.987 9.427 180°01'25.05"
IP4 292.97 5297.867 1220.023 8.971 -25 26.969 61°48'29.48"
CT 306.455 5311.054 1212.947 8.56 118°12'55.56""
IP5 337.444 5338.361 1198.296 9.026 118°12'55.56""
/
/
/
/ “i 70
/~ 72
,
4 % . _/
4 ge
so 73 Sh -
“ - _ _ -
/ 2 a ee
& N
/ ‘Oy Xe oA
/ 74 eS Ww
7
8, SY EXISTING

STAGE C2

132
133

 

REFER DRG N13078-102 FOR CONTINUATION

   

 
  
 

  
 
 

 

STAGE B
117

20
TP 122.662

140

160

TP 14.588

 
 
 

0 dS

200

 

 

 

MORINDA CIRCUIT CONTROL SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Pt Chainage Easting Northing Level Bearing Rad/Spiral | A.Length D.Angle
TC 1426.797 5296.198 1465.02 16.437 269°43'24.73"
IP34 1434.079 5288.576 1464.983 16.765 -20 14.564 41°43'24.73"
1 1441.361 5282.912 1459.883 16.991 228°00'00.00"
TC 1460.517 5268.677 1447.066 17.25 228°00'00.00"
IP35 1466.713 5263.919 1442.782 17,32 -20 12.392 35°30'05.11"
CT 1472.909 5262.533 1436.531 17.391 192°29'54.90"
IP36 1497148 5257.288 142.867 192°29'54.90"
CARISSA PLACE CONTROL SETOUT
Pt Chainage __ | Easting Northing Level Bearing Rad/Spiral |A.Length _ |D.Angle
IP1 0 5170.013 1092.215 16.062 175°56'29.75"
TC 7.888 5170.572 1084.347 15.825 175°56'29.75"
IP2 13.212 5170.954 1078.955 15.671 25 10.647 24°24'00.25"
oT 18.535 5169.075 1073.887 15.593 200°20'30.00"
TC 68.586 5151.676 1026.957 17.119 200°20'30.00"
IP3 79.582 5146.81 1013.83 17,836 14 21.991 90°00'00.00"
CT 90.578 5133.683 1018.696 18.44 290°20'30.00"
IP4 143.016 5084.515 1036.925 290°20'30.00"
AGATHIS PLACE CONTROL SETOUT
Pt Chainage Easting Northing Level Bearing Rad/Spiral | A.Length D.Angle
IP1 0 5082.637 127.357 19.81 118°28'33.52"
TC 26.058 5105.542 1114.933 19.647 118°28'33.52"
IP2 29.252 5108.354 1113.408 19.616 -45 6.389 8°08'03.52"
CT 32.446 5111.355 1112.295 19.572 110°20'30.00"
TC 87.198 5162.692 1093.263 16.703 110°20'30.00"
IP3 98.131 5174.525 1088.876 15.761 17.5 21.867 71°35'38.82"
CT 109.065 5182.423 1098.718 14.819 38°44'51.18"
TC 166.891 5218.616 1143.818 11.272 38°44'51.18"
IP4 176.352 5227.295 114.633 11.644 -10 18.92 108°24'21.18"
CT 185.812 5214.293 1159.453 12.371 290°20'30.00"
IPS 243.446 5160.253 1179.488 17.494 290°20'30.00"
DODONAEA CLOSE CONTROL SETOUT
Pt Chainage Easting Northing Level Bearing Rad/Spiral | A.Length D.Angle
IP1 0 5199.542 1120.049 12.463 128°44'51.18"
TC 72.8 5256.319 1074.485 14.065 128°44'51.18"
IP2 81.749 5263.805 1068.477 14.762 20 17.899 51°16'33.82"
CT 90.698 5263.801 1058.878 15.459 180°01'25.00"
TC 120.874 5263.789 1028.702 17.632 180°01'25.00"
IP3 125.174 5263.787 1024.401 17.88 -200 8.6 2°27'49.46"
CT 129.474 5263.97 1020.105 18.111 177°33'35.54"
IP4 135.559 5264.229 1014.026 18.417 177°33'35.54"
TWIGRUSH COURT CONTROL SETOUT
Pt Chainage Easting Northing Level Bearing Rad/Spiral | A.Length D.Angle
IP1 0 5298.346 1230.14 9.27 258°50'43.63"
TC 10.197 5288.341 1228.168 9.091 258°50'4 3.63"
IP2 12.497 5286.082 1227.722 9.076 40 4.6 6°35'21.04"
CT 14.798 5283.787 1227.539 9.073 265°26'04.67"
TC 24.953 5273.664 1226.731 9.207 265°26'04.67"
IP3 33.647 5264.858 1226.027 9.438 40 17.388 24°54'25.48"
1 42.341 5256.975 1229.098 9.774 290°20'30.14""
IP4& 122.356 5181.551 1256.913 290°20'30.14"
MULBERRY CLOSE CONTROL SETOUT
Pt Chainage Easting Northing Level Bearing Rad/Spiral | A.Length D.Angle
IP1 0 5297.91 1324.548 12.423 270°01'35.69"
TC 14.588 5283.323 1324.555 12.244 270°01'35.69"
IP2 21.118 5276.766 1324.558 12.485 60 13.061 12°28'19.21"
CT 27.649 5270.365 1325.977 13.198 282°29'54.90"
IP3 97.352 5202.314 1341.062 16.913 282°29'54.90" £

 

 

 

 

TFRST | CALCS [ORAWN] _ DATE

ar [wo

 

AMENDMENT DETAILS

i

‘SCALE (METRES T

MICROFILM No

DESIGN CHECK

 

NT_[_NT_[ 30.06.15 [ EASEMENTS ADDED TO SIDE BOUNDARIES AS PER RF

 

@ [e [wie

TABLES UPDATED; SHIRE DRIVE & TWIGRUSH ALIGNMENTS AMENDED.

1500 10 5 10 20M

 

DRAWN CHECK| a 43 PROJECT No.

 

sso00

N13078

 

 

 

 

 

 

 

OzmzOzmE>
Palm o[ oe] >

 

 

 

 

 

SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA

“CLIENT

QM PROPERTIES

 

Ph (07) 5436 7888 Fax (07) 5493 6630
SHAUN PILCHER RPEQ. 16593}

"APPROVED
MATHEW HILL RPEQ 11578

J we BRENT THOMAS RPEQ 7862

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTi

 

‘PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN ~<&>

Smart Consulting Dat ea een ae goal

‘Tdeghone 07 54709260 Forsimile 07 54709282 eo eno!
vias Catan Rane Grey Ueyopere dustin Cant Le Od

DRAWING TITLE

SURVEY SETOUT PLAN
SHEET 3 OF 3

 

 

‘DRAWING NUMBER

N13078-103

 

 

 

Page 4

 

 

 

NOTE:
REFER TO N13078-104 FOR SEDIMENT
AND EROSION NOTES AND LEGEND.

      

CONSTRUCTION NOTE:

STAGE C CONSTRUCTION SEQUENCE AS FOLLOWS:

1. EARTHWORKS IN STAGES C1-C3 AND EROSION AND SEDIMENT
CONTROL MEASURE IMPLEMENTED. STAGES C4-C6 CLEARING ONLY.

2. STAGES C1-C3 TO BE FULLY STABILISED FOLLOWING COMPLETION OF
CIVIL WORKS AS PER COUNCIL STANDARDS.

3. EARTHWORKS IN STAGE C4-C6 AND EROSION AND SEDIMENT
CONTROL MEASURES IMPLEMENTED.

4. STAGES C4-C6 TO BE FULLY STABILISED FOLLOWING COMPLETION OF
CIVIL WORKS AS PER COUNCIL STANDARDS.

 

 

 

NOTE:
REFER TO N13078-106 FOR
SEDIMENT AND EROSION DETAILS.

 

 

 

 

 

Zz

 

 

PROVIDE TURFING OR
SECURED GEOFABRIC TO
INVERT AND BATTERS

  

 

 

BASE

WIDTH

TYPICAL DIVERSION DRAIN DETAIL

 

 

 

 

 

 

 

aj eg

 

 

 

 

 

 

 

 

 

 

AWN WIDTH OF WEIR - 5.00m
Sv \ MINIMUM PONDING VOLUME = 434m?
KOS
a
SSS TEMPORARY SEDIMENT BASIN 4
2 NA ~ f REFER DETAILS.
oN oS BASE LENGTH - 60.00m
RSIS 7 Se BASE WIDTH - 10.00m
SX Se RL INVERT OF BASIN - 7.30
SSSCT RL TOP OF BATTER - 9.30 (MIN)

N.T.S.

w DRAIN TYPE | BASE WIDTH DEPTH MIN SLOPE
=! DIRTY 1 1.50m 0.25m 2.00%

a! DIRTY 2 1.00m 0.25m 1.00%

' DIRTY 3 2.00m 0.25m 1.00%.

| DIRTY 4 2.00m 0.25m 5.00%

=) CLEAN 1.00m 0.25m 6.00%

n

 

TEMPORARY SEDIMENT BASIN 3
REFER DETAILS.

BASE LENGTH - 30.00m

BASE WIDTH - 18.00m

RL INVERT OF BASIN - 9.00

RL TOP OF BATTER - 10.50 (MIN)

RL OF SPILLWAY - 10.00

RL WATER PONDING LEVEL - 10.00
RL SEDIMENT STORAGE LEVEL - 9.40

 

 

RL OF SPILLWAY - 8.80

 

   

RL WATER PONDING LEVEL - 8.80
RL SEDIMENT STORAGE LEVEL - 8.20
WIDTH OF WEIR - 11.00m

MINIMUM PONDING VOLUME = 976m?

   

PROPOSED DETENTION
BASIN LOCATION TO BE
UTILISED AS A
TEMPORARY SEDIMENT
BASIN. REFER SECTION C

 

 

 

 

   
 
 
 

 

    
 

 

 

   

 

SEDIMENT BASIN NOTES - CONSTRUCTION PHASE:
TEMPORARY 1. DURING CONSTRUCTION PHASE BIO-RETENTION BASIN TO ACT AS

TEMPORARY SEDIMENT ° TEMPORARY SEDIMENT BASIN.

2. STORMWATER OUTLETS TO BE TEMPORARILY BLOCKED OFF
SEDIMENT BASIN 4 UNTIL SEDIMENT BASIN HAS BEEN DECOMMISSIONED.
BASIN 3 CATCHMENT 3. BIO-FILTRATION MEDIA IS NOT TO INSTALLED UNTIL SEDIMENT
CATCHMENT \ (3.08Ha.) BASIN HAS BEEN DECOMMISSIONED.
(1.38Ha.)

TEMPORARY
SEDIMENT BASIN 2
CATCHMENT (0.99Ha.)

 

\Ac

FILE; NIBO78-105.dug DATE; 16-10-2014 TIME: 141
Pxref's: X-NBBOI8-TIT X-NBO78-BASE X-NIBO78-ESC X-NI3078-CONTOURS X-NBB078-CUT-FILL USR; Curtis Boorman

 

 

 

 

 

 

 

 

 

 

 

 

sa [ous enone eee — TTT a ee mar ~ SATE
vera

pe wen ssa 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CCOMEULT AUSTRALIA SEDIMENT AND EROSION CONTROL
BE ata ce seme rn oT cee eae a P07) 5436 7888) Fox (7) 9699 6630 ww EARTHWORKS PHASE

pe DRAWN CHECK] ——————— PROMECT New ‘APPROVED SHAUN PILCHER RPEQ 14593 Brown Corsutng (QLD) Pty Ltd Gu PLAN SHEET 2 OF 3

0 ‘oan 8 MATHEW HILL REQ 178 LAKE DOONELLA NOOSA ‘ a ee Rees Bucs Dd As Ee

HE N13078 A (Pee i STAGE Ci - C6 Smart Consulting 'unineun tenable gt my [rn warn N19078-105 .
Slr FOR & ON BEHALF GF BROWN CONSULTING (QLD) PTY LTD otann Canter MeRours Speer Oiryapers dumtion Cat = Lc 4084

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 5

 

Zz

 
 
    
  
 
  
     
    
         
   
   
 
  

  
 

 

REFER N13078-130 FOR
BASIN EARTHWORK
LEVELS AND DETAILS.

901

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

     
  

   

LEGEND

PROPOSED STAGE BOUNDARY

© 15.50 PROPOSED FINISHED SURFACE LEVEL

PROPOSED BLOCKWORK RETAINING WALL

PROPOSED ROCK RETAINING WALL

PROPOSED CONCRETE SLEEPER WALL

EXISTING SURFACE CONTOUR
(0.5m INTERVAL)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

_ 82.0 DESIGN SURFACE CONTOUR
~~ ~~ (0,25m INTERVAL)
REFER N13078-129 FOR
BASIN EARTHWORK
LEVELS AND DETAILS. AREA OF FILL
AREA OF CUT
(1.00) DENOTES WALL HEIGHTS
NOTES
1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
stow 15.57 EXISTING SERVICES WITH THE RELEVANT AUTHORITY BEFORE
73 — COMMENCING CONSTRUCTION.
— 60). 16.00 2, ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
TL ss CURRENT COUNCIL SPECIFICATIONS AND STANDARD DRAWINGS.
REFER N13078-128 FOR pa / 0-11.60
4 PN AAD NeRALS / H Lt ow.17.55 3. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS
. a) ax | AND FENCES FROM THE SITE TO THE SATISFACTION OF THE
Le | -7 Coe SUPERINTENDENT.
17.50" (4.50) 17.80.
ae eee Lm 4. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING
Ay 19-08 719.30 SHOWN ON THE DRAWINGS, THE ACTUAL LIMITS SHALL BE
iF Ba tow 19.16 DETERMINED ON SITE BY THE SUPERINTENDENT DURING
I CONSTRUCTION. SIMILARLY, THE FINISHED SURFACE LEVELS
4 MAY BE ADJUSTED BY THE WRITTEN DIRECTION OF THE
J SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED
/ DRAWINGS HAVE BEEN APPROVED BY COUNCIL.
/
46
a LY 7 feo 22.48
80. |} ~\ 7d
121,30 | 21.30 108 J 21.808
3.0m FIRE PROTECTION ZONE |: A 20g YZ 2
PRIVATE OPEN SPACE BUFFER
3.0m FIRE PROTECTION zone!
STAGE C1 PRIVATE OPEN SPACE BUFFER
FILE; N13078-107.dwq DATE: 16-10-2014 TIME: 14:24
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-BULK EARTHWORKS X-N13078-CONTOURS X-N13078-CUT-FILL USR: Curtis Beorman
Tar [once non SORE CMETREST TICTOPTNT Nr STENT DRAWING TLE
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS
Uk arf [sc acts ROW TOE RT WAL TEAR I INNOVATION PARKWAY, BIRTINYA QM PROPERTIES 4 cour aur BULK EARTHWORKS
a Ph (07) 5436 7888 Fax’ (07) 5493 6630 LAYOUT PLAN
Es @_| Ce | W.A0% [Bio BASNS & REAR LOT AMENDED 1500 1 5 0 0 Al PROGECT
ble DRAWN CHECK] ———— PROWECT Wo. "APPROVED SHAUN PILCHER RPEQ 14593 Brown Consutng (QLD) Pty Lid ay SHEET 1 OF 3
Np ‘1000 a3 Z MATHEW HILL RPEQ 1578 LAKE DOONELLA NOOSA ‘ Uo 1 ena, in OD A 45
NE N13078 Poe BRENT THOMAS RPEO 160 STAGE C1 - C6 Smart Consulting ee are, Canary | Prawne MOMBER N12078-107 >
Slr FOR & ON BEHALF GF BROWN CONSULTING (QLD) PTY LTD (Mrotane Conbarm Mehours Spivey rgepere Sunetine Cemt Lc 484

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 6

 

REFER DRG _N13078-108 FOR CONTINUATION

   
     
     

 

 

a4 |
NOTE: eA) -toTs2- &
REFER TO N13078-107 FOR BULK

EARTHWORKS NOTES AND LEGEND

 

REFER N13078-109 FOR
RETAINING WALL DETAILS

   
   
 

 

 

 

BN
a

- LOT 153 -

VV oN

Zz

SECTION /G)
SCALE (A1): 1:100 X07)

SCALE (A3):1:200

v )
WY BAY

   
   
   

 

        

 

 

    

 

 

 

 

   
   
 
  
  

a
a
- LOT 163 -
| SECTION (F\
SCALE (At): 1:100 NO,
y SCALE (A3):1:200
ce
a o Fea}
| oa 7.00m . o 3.00m
« PRIVATE OPEN SPACE BUFFER FIRE PROTECTION ZONE
=
n - LOT 168 -
J vw —
’ — fe er
SECTION
SCALE (At): 1:100
SCALE (A3):1:200 \g a
ao EXISTING
DEVELOPMENT
- LOT 172 -
‘a / NS.19.70 SECTION (D)
FY) NS.19.60 SCALE {A1): 1:100
SCALE (A3):1:200 Wy
TIN & MAX. 2

 
 
  

EXISTING

> LOT 174 DEVELOPMENT

SECTION
SCALE (At): 700
SCALE (A3):1:200

TIN & MAX. a
- LOT 175 - -\

SECTION (8)
SCALE (AN: 1700 (4077
SCALE (A3):1:200

REFER N13078-130 FOR
BASIN EARTHWORK Bhs
LEVELS AND DETAILS.

 
  
 

 
 

EXISTING
DEVELOPMENT

- LOT 181 -

 

SECTION (A
SCALE (AN: 1100 \ 407)

SCALE (A3):1:200

901

 

 
  

 

FILE; NIBO78-108.dwg DATE; 16-10-2014 TIME: 14:19
Pxref's: X-NBBOI8-TIT X-NIBO78-BASE X-NI3078-BULK EARTHWORKS X-NT3078-CONTOURS X-NI3O7S-CUT-FILL USR; Curtis Beorman

 

 

 

 

 

 

 

 

 

 

 

ant Tous [nw on Co SORT a <ar Sanaa TE
AMENDWENT DETALS Desi cuoK SURVEYOR: RPS rn

| 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CCOMEULT AUSTRALIA BULK EARTHWORKS

Es @@_[_CB_[ 1610.1 | SHIRE DRIVE & TWIGRUSH COURT ALIGNMENTS AMENDED 1500 1 5 0 0 Al Ph (07) 5436 7888 Fax (07) 5493 6630 PROJECT dl LAYOUT PLAN

B{c DRAWN CHECK, SS PROJECT Wo. ‘APPROVED SHAUN PILCHER RPEO 1593 Brown Coreuitng (QLD) Pty Ltd ‘ua SHEET 2 OF 3

Np ‘1000 a3 Z MATHEW HILL RPEQ 1578 LAKE DOONELLA NOOSA ‘ Cr am ay Ho ID os Ena

AG N13078 Poe oRENT THOWAS RPE Ted STAGE Ci - C6 Smart Consulting  '} mainte itn a iace is Gappy [ora nomen N1078-108 =

siF FOR & ON BEHALF GF BROWN CONSULTING (QLD) PTY LTD (Mrotane Conbarm Mehours Spivey rgepere Sunetine Cemt Lc 484

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

 

FILE; NB3078-M0.dug
ref’s: X-NDBO7E-TIT

 

CAUTION I
UNDERGROUND

   
   

   

TELSTRA
CABLES

qelstra

UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT TELSTRA FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

 

 

 

 

 

DANGER !!

UNDERGROUND
ELECTRIC CABLES

energex

UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

 

 

 

 

 

it (n [ [7 serour une

|.)—

ATE: 16-10-2014 TIME: 16:21

 

Zz

/
TIE KERB RETURN
NEATLY INTO
EXISTING KERB (TYP.)

INDUSTRIAL
STRENGTH

PRIVATE OPEN SPACE BUFFER

7
REFER N13078-124 FOR
ISLAND SETOUT DETAILS

  
   
   
   
       
       
  
 

  
  
 
  
 
     
     
    
   
 
 
 
 
   
       
    
  
 
   
   
    

FIRE PROTECTION ZONE

KERB LEGEND

L.P.W.E.A.Q. CONCRETE INVERT

‘X-NIBD74-BASE.X-N13078-ROADWORKS AND DRAINAGE X-N13078-CONTOURS USR; Curtis Boorman

— |.P.W.E.A.Q. BARRIER KERB TYPE B2

—'— '— — .P.W.E.A.d. SEMI-MOUNTABLE KERB TYPE SM3

—— -— — —— |P.W.E.A.Q. MOUNTABLE KERB AND CHANNEL TYPE M1

—— ---—— .P.W.E.A.Q. BARRIER KERB AND CHANNEL TYPE B1 (300mm)

 

REFER DRG_N13078-111 FOR CONTINUATION
7 PLS Lyd

\ 7 Dike
ipo baw SS

Tel

   

REFER N13078-130 FOR
BASIN ACCESS DETAILS.

PROPOSED STAGE BOUNDARY

  
 
 
 
  

TIN & MAX ACCESS
GRADE (TYP.)
1

SSs

  

BV Gis,

BRAY

  
  

WS

  

STEEL BEAM GUARDRAIL
TO T.M.R. STD. DRG. 1474

REFER N13078-128 FOR
BASIN ACCESS DETAILS.

   

  

 

REFER SEQ R-050 FOR
DRIVEWAY CROSSING DETAILS.

PROVIDE 4.0m? ROCK
PROTECTION Dsp =
200mm L = 2.0m

901

PROVIDE 4.0m? ROCK PROTECTION
Dsq = 200mm L = 2.0m

REFER N13078-130 FOR
Laver DETAILS

 

   
  
  
 
 

 
 
   
    
     
    
  
 
 
  

  

  
  
 

     

 

 

 
 

 

 

 

  

 

 

 

 

ypo/
& /-Y
wor 4
INDUSTRIAL STRENGTH
CROSSOVERS
Zz

AB 7
< 4

 

 

  

 

 

 

 

 

 

 

FIRE PROTECTION one -!

STAGE C1 PRIVATE OPEN SPACE BUFFER

 

 

   

L_= AS SPECIFIED

REFER D°° NOTE FOR
ASSOCIATED ROCK SIZE.

PROVIDE 2 LAYERS ROCK
PROTECTION PLACED TO ALL
STORMWATER OUTLETS WITH
GEO-FABRIC UNDERLAY (MIN.
DEPTH 400mm)

ROCK PROTECTION DETAIL

N.T.S

ROCK SIZE (Deg):

Dsp ON THE ENGINEERING PLANS SHOW ROCK WORKS DENOTED
AS HAVING SIZES OF Dsp. Dsp CORRESPONDS TO THE MEDIAN
DIAMETER OF WHICH HALF OF THE ROCK SIZES SHALL BE
GREATER AND HALF OF THEM SHALL BE SMALLER. THE ROCK
SHALL BE WELL GRADED AND HAVE A MAXIMUM SIZE NO
GREATER THAN 30% AND A MINIMUM SIZE NO SMALLER THAN
Ds. FOR EXAMPLE IF Dsp = 400mm IS SPECIFIED, THE
EQUIVALENT ROCK DIAMETER RANGES FROM 280mm TO 520mm.

 

 

 

HOUSEHOLDERS EITHER BY DUST, NOISE, FLOODING, SILTATION OR

DISCONNECTION OF SERVICE.

5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY
BE VARIED AS REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION
AND THE CONTRACTOR SHALL INCLUDE THE COST OF THIS WORK IN

PROPOSED AC

PROPOSED FOOTPATH

KERB TRANSITION (OVER 1.0m)
PROPOSED SEWERAGE RETICULATION
PROPOSED WATER RETICULATION
PROPOSED SERVICE CONDUIT
STEEL BEAM GUARDRAIL
POOL FENCE TO LANDSCAPE ARCHITECT'S DETAILS

- PROPOSED FINISH SURFACE CONTOURS
EXISTING SURFACE CONTOURS
PROPOSED STORMWATER DRAINAGE

PROPOSED ROOFWATER DRAINAGE
KERB ADAPTOR (2 PER LOT) - REFER NOTES
1506 uPVC ROOFWATER CONNECTOR PIPE TO PIT|
2.6m WIDE DRIVEWAY AS PER SEQ R-050.

REFER TO LANDSCAPE DRAWINGS FOR COLOUR
& SPECIFICATIONS.

INTERSECTION THRESHOLD TREATMENT REFER
DRAWING N13078-125 FOR DETAILS.

(100mm DIA)

~ { | : bE 7 y
PROTECTION Dsp = a
200mm | = 2.0m TP 72.800 /jAs
[ oo os ot all
“| — io
Z —_
REFER N13078-129 FOR / x* w
FAUNA CROSSING DETAILS Z s ne
173° a
TP 90.698
902 ~ Z iS
PROVIDE 6.0m? ROCK PROTECTION (er ROADWORKS AND DRAINAGE NOTES.
[ame :
Dso = 200mm L = 3.0m 1100 yo 2 1 ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT
by / ) | . >< .
1 4 uu NOOSA COUNCIL STANDARD DRAWINGS AND SPECIFICATIONS.
REFER |.P.W.E.A.Q. STD. DRG. 2 yf 2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND
WSUD-006 FOR WEIR DETAILS rp’ by Z MAIN ROADS DEPARTMENT PERMITS PRIOR TO COMMENCING WORK.
TP 116.759. Z 1 3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL
vO ems 7 EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
iN re SHALL BE RESPONSIBLE FOR RECTIFICATION OF ANY DAMAGES TO
UN 475” EXISTING SERVICES WHICH MAY OCCUR. THE LOCATION OF EXISTING
‘Tr 19.414 SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY.
alee 135.559 4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY

THE TENDER PRICE. WHERE NEW WORK JOINS EXISTING, THE

EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300mm TO ENSURE A

NEAT JOIN. THE WORK SHALL TRANSITION NEATLY WITH THE
PAVEMENT SO THAT THE DEVIATION FROM THE LINE OF 3.0m

STRAIGHT EDGE SHALL BE NO GREATER THAN 10mm.

6. ALL FILL AREAS SHALL BE CLEANED OUT TO SOLID AND INSPECTED
BY THE SUPERINTENDENT BEFORE FILL IS PLACED.

7. ALL ALLOTMENT EXCAVATION AND FILLING SHALL BE COMPACTED TO

NOT LESS THAN 95% DENSITY RATIO (TO AS 1289-5.1.1 - STD.

COMPACTION)

8. ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED

AND THE CONDUITS RODDED AT THE PRE-SEAL INSPECTION WITH

COUNCILS ENGINEER.

9. FOOTPATHS SHALL BE TRIMMED AND ROLLED PRIOR TO PLACING OF

75mm (MIN COMPACTED THICKNESS) OF APPROVED TOPSOIL AND

GRASS SEEDING OR TURFING AS DIRECTED.

10. 80% GRASS COVERAGE MUST BE ESTABLISHED BY THE “OFF

MAINTENANCE” INSPECTION

11. ALL STORMWATER PIPES [email protected]
SUE

TCALCS [DRAWN] _ DATE

 

a

AMENDMENT DETAILS

DESIGN CHECK

 

 

O4zmzOzmE>

NT_ [NT [30.06.16

‘TULET DETAIL AMENDED & EATHWORKS REMOVED FROM BUFFER ZONE.

 

NT_[nT_[05.08.%

BIQ_SWALE ADDED, SWD AND FOOTPATH WIDTHS AMENDED.

 

@ [oe [wi

AMENOMENTS PER COUNCIL RF; BIO & REAR LOTS AMENDED

DRAWN CHECK|

 

 

 

A
8
c
D
E
E

 

 

 

 

 

 

 

1500 105
sso00

‘SCALE (METRES T

0 10

20M
A3

 

MICROFILM No.

PROJECT No.

N13078

 

SURVEYOR: RPS
1 INNOVATION PARKWAY,

Ph (07) 5436 7888 Fax (07) 5493 6630

"APPROVED

[ea

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LT0

“CLIENT

BIRTINYA

QM PROPERTIES

 

‘PROJECT
SHAUN PILCHER RPEQ. 16593}

MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

 

LAKE DOONELLA NOOSA

STAGE C1 - C6

BROWN

Smart Consulting

 

con aurN ALA ROADWORKS AND DRAINAGE
LAYOUT PLAN
Brown Constng QLD} Py ltd ly SHEET 1 OF 3
Lovo! 3, 14 Inngeation Parkway, Ritings QLD Australi 4575 Company | DRAWING NUMBER 188UE
Cerca nan ber owe tance PE N13078-110 Cc

 

 

 

 

 

Page 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
      

 

 

  
 

 

 

 

REFER DRG N13078-112 FOR CONTINUATION
i i i I at 140
NOTE: s INDUSTRIAL ip I) FOL ol
REFER TO N13078-110 FOR ROADWORKS 2 129 STRENGTH ay | IE S|
AND DRAINAGE NOTES AND LEGEND. oS CROSSOVERS REFER ROOFWATER Pass 4s o
= EXISTING 525B RCP. 5 128 SWALE DETAIL. 4 2
a. |? AY J LOT 904
DANGER !! CAUTION Ii = } 160 SP 221501
Aree =
N UNDERGROUND OOo eereaN? . Ke)
ELECTRIC CABLES CABLES a FUTURE
— io DEVELOPMENT
qelstra = 0
energex a
UNDERGROUND ELECTRICITY UNDERGROUND TELECOMMUNICATION !
CABLES EXIST IN THIS VICINITY. CABLES EXIST IN THIS VICINITY. CONSTRUCT NEW MANHOLE 6008
CONTACT ENERGEX FOR CABLE CONTACT TELSTRA FOR CABLE OVER EXISTING 525@ RCP. 1
LOCATIONS. EXTREME CARE MUST LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING. BE TAKEN WHILST EXCAVATING. DEMOLISH AND REMOVE 1@)
REMAINING PIPE AND
HEADWALL DOWNSTREAM 200
E @
I

INDUSTRIAL
STRENGTH
/ CROSSOVERS

EXISTING [email protected]

CONSTRUCT NEW MANHOLE OVER.
EXISTING 375@ RCP. DEMOLISH
AND REMOVE REMAINING PIPE
AND HEADWALL DOWNSTREAM

INDUSTRIAL

STRENGTH
CROSSOVERS

 

SLhN
Md
YSTAGE C5E

 

   

   
  
   

 

     
 
  

PROVIDE 4.0m? ROCK
PROTECTION Dsp =
200mm L = 2.0m

 

 
  
 
 
 
  

 

PROVIDE 4m? ROCK
PROTECTION Dsp =
200mm L = 2.0m

BECKMANS
GREEN

 

  
 
 
  
 

 

 

 

LOT 900 ry

EXISTING SEWER 9 ~
SP22150

 

PROVIDE 13.0m? ROCK PROTECTION

Dsp = 200mm L = 3.5m
DEMOLISH AND REMOVE EXISTING

 

 

 
 
  
 
 
  
 
  
  

REFER N13078-130 FOR
BASIN ACCESS DETAILS.

&4

  

ROAD AND GULLY PITS
EXISTING 2/1200 CULVERT
FOOTPATH TO JOIN TO
EXISTING NEATLY
JOIN NEATLY TO EXIST

6.5m CARRIAGEWAY
Y
EN Ss, *
~ ‘SV

N
K Q
x ow é
PER S ay
Noo
REFER OUTLET THROUGHSSPROVIDE 4.0m? ROCK
ROCKWALL DETAIL ON PROTECTION Ds9 =
DRG. N13078-131 200mm L = 2.0m
PROVIDE 4.0m? ROCK
PROTECTION Dep =
200mm L = 2.0m
REFER I.P.W.E.A.Q, STD. DRG.
WSUD-006 FOR WEIR DETAILS

 

  

 

DANGER !!

UNDERGROUND
ELECTRIC CABLES

V2...

UNDERGROUND ELECTRICITY

CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

 

 

 

 

CAUTION II

UNDERGROUND
TELSTRA
CABLES

qelstra

UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT TELSTRA FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.

 

 

 

EXISTING DEVELOPMENT

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

S
REFER N13078-124 FOR >
ISLAND SETOUT DETAILS 2 ,
g ; Ky bs °
va \ ° he 8 \ PL LY oor
eS v \ 157 SS é 1 our va
/ TVR SQA te KZ, Xt
pt HCNTDHTSST ACNBITACOASE XCNIBOTE ROADWORKS AND DRANAGE X-NEOTE-CONTOURS USR: Curtis Baoan REFER DRG N13078-110 FOR CONTINUATION
IC SONTE TMETREST TCHR Ne ENT TAR TTT
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS
meee fx | wae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES conus ROADWORKS AND DRAINAGE
AIAT LF LF | 28.05.14 | FOOTPATH AMENDED, PIPE SHOWN AND SWD GULLY G22/Y REMOVED Ph (07) 5436 7888 Fi (07) 5493 6630
E B | nt _[ nt | 30.06. [ORVEWAY FOR LOT 135 ADDED. 1500 1 5 0 0 Al ox PROJECT Sd LAYOUT PLAN
plc] AT NT | 05.08.14 J BIO SWALE ADDED, SWD AND FOOTPATH WIDTHS AMENDED. ee SS eee PROJECT No. “APPROVED
Ho @-| oan [aONENTS FEY ANGLO RED, SRE OME REED] PMY 000 8 SUNN ta ice] LAKE DOONELLA NOOSA awning LOD aa SHEET 2 OF 3
? en S tC Ini 3,1 sa Ry, iy UDA 55 DRAWING NOMGER Soe
Nie N13078 BRENT THOMAS RPEQ 7862 IMATE CONSUMING dose 0754709260 cide 0734709282 BONE
: STAGE C1 - C6 bea in ae N13078-111 D
Slr FOR & ON BEHALF GF BROWN CONSULTING (QLD) PTY LTD (Mrotane Conbarm Mehours Spivey rgepere Sunetine Cemt Lc 484

 

 

 

 

 

 

Page 9

 

PB

 

 
   
 

 

 

NOTE:
REFER TO N13078-110 FOR ROADWORKS

AND DRAINAGE NOTES AND LEGEND.

NOTE:
ALL RETAINING WALL FOOTINGS TO BE LOCATED A
MINIMUM 0.5m HORIZONTALLY CLEAR OF THE ROOFWATER

AND BE TAKEN BELOW THE ZONE OF INFLUENCE.

 

 

PROVIDE GLUED CAP T0
0.60,

END OF EXPOSED a

 

 

 

 

 

 
   

0.20m

 

 

 

 

 
 

 

 
 
 
 

 

 
   
    
 
 
 
  
 
 

 

 

 

 

 

 

 

 

 

 

 

   

DANGER CAUTION Il
UNDERGROUND UNDER ereaNP
ELECTRIC CABLES CABLES | . |
—_ EXISTING TEMPORARY BEND AS REQUIRED
qelstra TURN AROUND TO BE | 3
REMOVED AND ROAD TO 150D uPVC PIPE TO GULLY PIT
energex JOIN NEATLY TO EXISTING
UNDERGROUND ELECTRICITY UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY, CABLES EXIST IN THIS VICINITY. | ROOFWATER UNDER
CONTACT ENERGEX FOR CABLE CONTACT TELSTRA FOR CABLE
LOCATIONS. EXTREME CARE MUST LOCATIONS. EXTREME CARE MUST | RETAINING WALL DETAIL ROOFWATER NOTES
BE TAKEN WHILST EXCAVATING. BE_TAKEN WHILST EXCAVATING: SCALE 1: 50 (A1) 1. SET OUT POINT FOR DRAINAGE STRUCTURES IS TO
x THEIR GEOMETRIC CENTRE.
Aas= 2. ROOFWATER PITS SHALL BE IN ACCORDANCE WITH
$ ENSURE SWALE GRADES LP.W.E.A.Q. STD. DRG. D-0110.
a 2 ison ne MET 3. HOUSE CONNECTIONS EXCLUDING INSPECTION PITS
. SHALL BE LOCATED 4.0m UPSTREAM OF THE SIDE

BOUNDARY UNLESS SHOWN OTHERWISE.
ROOFWATER DRAINLINES SHALL BE BEDDED AND

Zz

  
  
 

  

\ “JOIN 2.0m FOOTPATH
, NEATLY WITH EXISTING ~~ __ ,
EXISTING SURROUNDED WITH SAND TO 100mm ABOVE THE
CROWN OF PIPE.
Wom TURFED SWALE 5. HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0m

PAST ADJACENT SEWER LINES.
ROOFWATER DRAINAGE PIPES TO BE uPVC (1006
CLASS SN6, >150H CLASS SN4), OR FRC CLASS 2
WITH RUBBER RING JOINTS.

MINIMUM COVER TO PIPES TO BE 450mm AND TO SUIT
FINISHED SURFACE LEVEL.

8. ENDS OF PIPES AND STUBS TO BE CAPPED.

9. LOTS WITHOUT REAR ALLOTMENT DRAINAGE SHALL
HAVE A FULL HEIGHT ROOFWATER KERB ENTRY

ADAPTOR WITHIN 500mm FROM THE LOWEST
BOUNDARY (2 PER LOT). WHERE CONCRETE FOOTPATHS
ARE CONSTRUCTED, PROVIDE A FULL HEIGHT
ROOFWATER KERB ENTRY ADAPTOR WITH 100% uPVC
PIPE (CLASS SN6) AT 1.0% MINIMUM GRADE
EXTENDING PAST THE CONCRETE FOOTPATH 10 THE
PROPERTY BOUNDARY (2 PER LOT). ALTERNATIVELY,

STAGE B

 
 
 
 
  

ROOFWATER SWALE DETAIL
N.T.S.
7.

CONSTRUCT PRAM RAMP TO ALIGN WITH

7
EXISTING SEA-EAGLE DRIVE CONCRETE ISLAND. x
e fi
®., IX
7
TIE KERB RETURN NEATLY
INTO EXISTING KERB (TYP.)

REFER N13078-126 FOR

     
 
  
 

 

 

  
 
   

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ ISLAND SETOUT DETAILS
420
/ TP 122.662 KERB ADAPTORS ON ZERO LOT BOUNDARIES ARE TO
i BE ALIGNED AS PER THE DETAIL ON THIS DRAWING.
i ~ FUTURE >
1 — ROAD _
l 140
o INDUSTRIAL
= 129 STRENGTH L
=
Z
oS CROSSOVERS REFER ROOFWATER
SS) EXISTING 525B RCP. 128 SWALE DETAIL. y SAS] pono Pavenent warenal PY? EXCAVATOR COMPACTION WHEEL ALLOWED AT
& Fi © LOT 904 ah ==hS DEPTHS OVER 1000mm ABOVE TOP OF PIPE
ky -p 991EN 2
= SP 221501 -7 compactén VIBRATORY TRENCH ROLLER (AMMANN RW1404-850 OR SIMILAR)
= A~ porten oe ALLOWED AT DEPTHS OVER 600mm ABOVE TOP OF PIPE
3 SSS z S
ey FUTURE 2 R VIBRATORY RAMMER (esery OR SIMILAR) ALLOWED AT DEPTHS
z > mm
a Gem ol DEVELOPMENT k <
t ge 4s S
s #/7 re .
a 4 \\ i a
' | 2 [S—~ SIDE ZONE
CONSTRUCT NEW MANHOLE ee] | RE HAUNEH ZONE
OVER EXISTING 525 RCP. 4 a] als BED ZONE
DEMOLISH AND REMOVE 2) =| Sis >= 0.2 x DIA.
REMAINING PIPE AND sc} m Ble (MIN. 300mm)
1 s ‘
HEADWALL DOWNSTREAM a 2 2 TRENCH DETAIL TO ROADWAYS
I ° s\é TYPE HS2 SUPPORT
“|= SCALE: N.T.S.
a $
Nc XcNBOISSHT CAUTE-BASE X-NTOTB ROADWORKS AND DRANAGE x-wBuTe-conroURS use aR Ete® DRG N13078-111 FOR CONTINUATION
rast [oacs [ou] OnE SORE METRES T TCHR Ne ENT TRRWG TTE
AMENDMENT DETAILS DESIGN cHECK SURVEYOR: RPS
aE er 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES 4 CONSULT AUSTRALIA ROADWORKS AND DRAINAGE
El NT_[ NT ®5.08.% [B10 SWALE ADDED, SWD AND FOOTPATH WIDTHS AMENDED: 1500 0 so 0 20 AN Ph (07) 5436 7888 Fax (07) 5493 6630 SaOKGT LAYOUT PLAN
Sef | co | win [ anenonenrs Per Cowl Rr FOOTPATHS avENDED cnanwn onEGR pa PROWECT Ne. TROND Gan Pen mea Te Brown Crsuting (LD) Pty id ay SHEET 3 OF 3
a ‘1000 3 LAKE DOONEL : Cees ;
eR N13078 Jee ERE roe esa Smart Consulting igisorirontoaneness Sey [ama =
StF FOR A ON BEHALF OF BROWN CONSULTING (QLD! PTY LTO STAGE C1 - C6 saat Caben tas Oey ees Banat Te N13078-112 Cc

 

 

Page 10

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

w
© 2
a a
- LOT 155 -
- INTERSECTION DODONAEA CLOSE -
BIO-SWALE REFER DRG.
N13078-150 FOR DETAILS
CH 140.000 \ DATUM RL_9
| FINISHED RL 12.154
I
- LOT 156 - wo
6.00m, a 400m 1 3.00m | 3.00m 450m, |
F 0.90 301 Ac. SURFACING
90m mm AC.
GRADE VARIES ” | &
RIES | t Lg M
T AX 4
a
I
o Ps
' 2 2
CH 120.000 : DATUM _RL11 - LOT 149 -
FINISHED RL 13.877 ~ LOT 154 -
I
CH 220.000 TE DATUM RL_15
. FINISHED RL 16.009
- LOT 156 - *
- INTERSECTION CARISSA PLACE -
co co
2 2
- LOT 148 -
- LOT 155 -
CH 200.000
CH_100.000 DATUM RL FNERED Rt 150
FINISHED RL 15.600 :
ws ws
5 - LOT 155 - © e
e 5 2 = LOT 162 - a
REFER N13078-109 FOR
RETAINING WALL NS | - BASIN ACCESS -
i
T cE
- LOT 156 - '
CH 180.000 \ DATUM RL_8
CH 80.000 \ DATUM RL13 | FINISHED RL 11.883
FINISHED RL 17.306
I
I
© © ~ LOT 161 - - LOT 155 -
- LOT 157 - - ° ROTATE CROSS FALL
TO -2%, 3.0m EITHER SIDE
®@ OF CHAINAGE 162.000
o i
\ Ne Max
cH 60.000 | DATUM RLI6 TYPE ‘Bt’ KERB AND CHANNEL
I FINISHED RL 18.624 ' TO IPWEAG STD DRG R-0080.
| CH 160.000 | DATUM RL 8
& 16.50m ROAD RESERVE a 3, FINISHED RL 11.225
&
VARIES 4.50m 3.75m | 3.75m 1 4.50m VARIES 3|
- LOT 158 - 0.90m 30mm_AC. ‘SURFACING S
1 he)
INE ay, awh
! 2% 3% | 3% 2%
4.5m CONCRETE FOOTPATH TO ; = re
CH 40 000 |.P.W.E.A.Q STD. DRG. R-0065 DATUM RL18
al TYPE ‘M1’ KERB AND CHANNEL FINISHED RL 19.407
g TO IPWEAQ STD DRG R-0080.
5 SUBSURFACE PAVEMENT DRAIN
S| TO IPWEAQ STD DRG R-0140,
FILE: N13078-114.dwg DATE: 05-08-2014 TIME: 15:07
iXref's: X-N13078-TIT X-N13078-ROADS USR: nathan taylor
Tear [CAs ean] ONT SORE TEREST TACROPTN Coen DRAWN TTT
AMENOMENT DETAILS Desion cnecK SURVEYOR: RPS a
WS 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q (CONSULT AUSTRALIA AGATHIS PLACE
1 150m & BIO SWALE ADDED.
ie mo 1 0 1 2 3 6 Sm Ph (07) 5436 7888 Fax (07) 5493 6630 moe wD CROSS SECTIONS
N 1:200 AR
SIc Onawn onrex! PROJECT No APPROVED
r: — ( Fe—— “kets e's] LAKE DOONELLA NOOSA Smart Consulting ‘iitmttiin in wiaices eet Parma aa
Te 07 54709260 Focsanile 07 5470 92¢
Sir FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD STAGE C1 - C6 Stes ues hen tee taatvoat RS! N13078-114 A

 

 

 

 

Page 11

 

 

LINE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

  
 

© ©
5 16.00m ROAD RESERVE o
6.00m. 5.00m. 3.00m 3.00m 1 5.00m 6.00m.
- LOT 170 - | 0.90m - LOT 163 -
VARIES, 2.0% 3.0% 3.0% 2.0% VARIES
CH 100.000 \ DATUM RL_17
| FINISHED RL 18.849
I
o
2
- LOT 163 -
©
I
CH 80.000 | DATUM RL_15
1 FINISHED RL 17.861
! I
| 2 - LOT 163.-
STEEL BEAM GUARDRAIL |
TO TMR STD. DRG 1474
o
2
' Wy
BIO BASIN ‘A’ DETENTION. REFER |
DRG N13078-132 FOR DETAILS |
I
| DATUM RL_11
CH 60.000 FINISHED RL 16.556
ual
2
©
S
S|
TYPE ‘BI’ KERB AND CHANNEL
TO IPWEAG STD DRG R-0080. ! - LOT 162 -
1.2m HIGH POOL TYPE FENCE TO.
LANDSCAPE ARCHITECTS DETAILS —~
2 REFER N13078-109 FOR

 

 

BIO BASIN ‘A’. REFER DRG
N13078-128 FOR DETAILS.

     
     

RETAINING WALL DETAILS.

 

TYPE ‘M1’ KERB AND CHANNEL
TO IPWEAQ STD DRG R-0080.
SUBSURFACE PAVEMENT DRAIN
TO IPWEAQ STD DRG R-0140.

 

 

 

 

 

 

 

 
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

I
| DATUM RL_11
CH 40.000 FINISHED RL 15.742
a 24.00m ROAD RESERVE I a
- LOT 162 -
ROTATE CROSS FALL |___2.85m 300m | _3.00m 3.50m |
TO -2%, 3.0m EITHER SIDE 30mm AC. SURFACING 4.15m i
OF CHAINAGE 20.000 |
BIO BASIN ‘A’. REFER DRG 30% 3% ae = |
N13078-128 FOR DETAILS. U |
2 2
1.5m CONCRETE FOOTPATH TO LOT 169 |
LP.W.E.A.Q STD. DRG. R-0065 - - ~ LOT 164 =
I 2.0% 30% | 3.0% 2.0%
| DATUM RL_11 CH 120.000 DATUM RL_18
,
CH 20.000 a! FINISHED RL 15.588 FINISHED RL 19.389
e |
s
S
FILE: N13078-116.dwq DATE: 17-10-2014 TIME: 15:43
pres HNO TT ¥-NBD-ROADS USR: Curtis Boornan
vast [ence wm] ae Scan GO Sone ETREET TSROFE Wo Tar Ta TE
a AMENOMENT DETAILS SURVEYOR: RPS F~
a 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CONSULT AUSTRALIA CARISSA PLACE
Se eee Pr ee Ph (07) 5436 7866 Fax'(07) 5493 6630 | we CROSS SECTIONS
N 1:200 AR
Nic] ce | 8 | 110.1 | AMENDMENTS PER COUNCL RF, BIOBASIN AMENDED DRAWN CHECK PROJECT No. “APPROVED Gun PLUVER fora Wams Brown Costing (LD) ty id mA
zDD LAKE DOONELLA N 5 . ie ea Endo
ie N13078 (Poe — fin ee omer Gh ee Smart Consulting wisn tonne | ane Raa aa
8 F FOR & ON BEHALF OF BROWN CONSULTING {QLD} PTY LTD TA E 1 - C6 vane Canberra Melbourne Sydney Singapore Sunshine Coast Lic 4084 N13078-116 Cc

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

Page 12

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE]  tgTa,
TRAFFIC ASSUMED | SURFACING (mm) (mm) imm)
ROAD STREET CLASSIFICATION ESA's CBR (mm) (CBR 60) (CBR 45) (CBR 15) BOX
(TYPE 2.2) | (TYPE 2.3) (if required) (mm)
DODONAEA CLOSE ACCESS STREET 5S x 10° 3 30 100 100 260 490
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

NOTES:

1.

PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

wis oR
g: Be
al als
2 =
x= >
a oO
g S
g e
e =
oO wi
wu oO
n
co
wi
Ee
=
—
7
4
3 Z|
Ne 1500 x 1200 RBC
FAUNA CROSSING
0
450 RCP cucvert ~/|
VC 10.0 VC 40.0 VC 30.0
(R666.7) (R548.7) (R1075.1)
3.000% soo rove 4.00%
|-1.000%,
DATUM RL -2.0
CUT (-) 7 FILL Sssegacgs| &§ S885 28 8 5
LHS LIP LEVEL S933 98 Bea 5 a8
® = ®
RHS LIP LEVEL 5 Ss geeg os
DESIGN SURFACE S83 agg) 8 2299 e8 AOgeRs
EXISTING SURFACE [§aj Sse $8 Fee 3 Ys gseas
HORIZONTAL CURVES 20.000 200.000
@® REFER INTERSECTION DETAILS FOR LEVELS

FE: NIBOT8-117.dwg DATE, 17-10-2014 TIME: 10:22

Pref's: X-NBO78-TIT

X-NDBOTE-ROADS USR: Curtis Boorman

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
- LOT 174 - © @
- LOT 176 -
r,t
I
CH 100.000 DATUM RL 13
FINISHED RL 15.887
2 ws . 6.00m ~ LOT 176 -
a Zz
7
- LOT 172 - + MAY
CH 80.000 DATUM RL_12
FINISHED RL 14.455
o
2
I
| DATUM _RL 8
wl FINISHED RL 13.160
2
o El ao
2 5 2
q
8
B
CORRIDOR CROSSING SURFACE
TREATMENT BY LANDSCAPE. REFER
1.5m CONCRETE FOOTPATH TO LANDSCAPE DRAWING FOR DETAILS
|.P.W.E.A.@ STD. DRG. R-0065

CH 40.000

 

DATUM_RL_7
FINISHED RL 12.488

 

 

 
 
 

 

 

  

 

 

 

 

 

a 16.50m ROAD RESERVE a
4.2m HIGH POOL TYPE FENCE To | VARIES 5.00m, 3.00m_ L 3.00m, 5.00m, , VARIES
.2m
LANDSCAPE ARCHITECTS DETAILS r 30mm AC. SURFACING +
f 2.0% 3.0% 3.0% 2.0%. >
5 i Xe
CORRIDOR CROSSING SURFACE oh 5 T Xe ee
TREATMENT BY LANDSCAPE. REFER YR NN
LANDSCAPE DRAWING FOR DETAILS S ee
Se Si
_ SUBSURFACE PAVEMENT DRAIN &
TO IPWEAG STD DRG R-0140. E TYPE ‘M1’ KERB AND CHANNEL
CH 20.000 S| TO IPWEAQ STD DRG R-0080.

DATUM _RL_8

 

FINISHED RL 12.345

 

TRRST

[Drawn]

ATE.

 

aH AMENDMENT DETAILS

 

 

OazmeozmE>
Palm] o] oe] >

05.08.44 [FOOTPATH WIDTHS AMENDED TO 1.50n

 

16.10.18 [BATTER NOTES AMENDED PER COUNCIL RFI

DESIGN CHECK

11000
1.2000

 

 

 

 

 

 

 

 

 

 

DRAWN CHECK|

+100
1200

 

‘SCALE (METRES

a)

204

120 30

HORIZONTAL

0 2

VERTICAL

50 At
A3

A3

 

WIGROFILM No,

PROJECT No.

N13078

 

SURVEYOR: RPS

1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630

"APPROVED

[a

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTO

SHAUN PILCHER RPEQ. 14593}
MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

“CLIENT

QM PROPERTIES

 

PROJECT

 

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

~~

CONSULT AUSTRALIA

BROWN

Smart Consulting

Brown Consulting (QLD)

Teeghane 07 54709280 Fecsimie 07 5470'
olan Carn Hace Bry

ig (QLD) Pty Led
Layel 3 16 nue Prva, Biting QUD Anois 4575

9262

lege lin Cov

HT ecccs

Boo!
rr

DRAWING TITLE

DODONAEA CLOSE
LONGITUDINAL SECTION
AND_CROSS SECTIONS

 

 

‘DRAWING NUMBER

N13078-117

 

 

 

Page 13

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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woe g = =| PRELIMINARY PAVEMENT DESIGNS
wo
z BASE SUB BASE |LOWER SUB BASE
S S Ss S TRAFEIC | ASSUMED | SURFACING mm) (mm) im) TOTAL
2 = 2 ° ROAD STREET CLASSIFICATION cea cae tm) (caso) cool sy (cons) BOX
S o oO S| s mm (TYPE 2.2) | (TYPE 2.3) (if required) (mm)
Wi
B 2 a a SHIRE DRIVE ACCESS STREET 5 x 10° 3 30 100 100 350 580
ta rr i rr 1. ALL_ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE
Ee Ee Ee Ee
Zz z z 2
NOTES:
| 4 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
™— 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
i 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
™ WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
~~
A UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
MN 3 A
~~ =
-——_ m
—. 3
a 5
bP
¥
z
Fa
=
5
e
5
3 & 8 3 g &
z 2 = = 3 &
z z z & z a
2 a s z 2 AC SURFACE Fhs0, 150
5 a 3 = = \ x | MIN.
5 2 Nn nN m a *
5 5 5 z 3
a a a a a
EXISTING PAVEMENT
VC 58.0 vc b0. VC 40.0 VC 40 VC 40.0
(R1640.0) (R14 25.3] (R893.5) (R2613.5) (R472.4)
0.502% ~4038Yo 6. B44 % -2/158% -3.688% 4 TIB% PAVEMENT AS SPECIFIED
DATUM RL -3.0
CUT (-) / FILL a g8S5 8 88 sssl aq 8 88 85 8 2 8 8 8 3 ge ess asspalss JOIN TO EXISTING PAVEMENT DETAIL
s| ol olsic| oi als alse} Slei afc alo slsl cs) cs cl co of 2 | 5 ARR Saequmaia NTS
gi eel sels aisi visi asl sisal g et el 8 ee sf elo lela eeleisinalizl
LHS LIP LEVEL sesqj ® Jee sh83 33 8s 3 8 5 3 33 Fs FAS FysAss F
8 Z| g gal sai aigl gl e = 3 el ole slalsicieiial ol
RHS LIP LEVEL 2 : sas segue a3 | ©® ass) 28) 8 | S8Ssass 2
DESIGN SURFACE S g238 8 88 Fae sass BS Hes ges 3 Fe sss Mgeessz es
a} 3 ss ee sss 33 ag Fs ds eg B88 8g ss BIS SSHRssa ss
EXISTING SURFACE |8 & # S58 asses 8 84 82 8 8 3 5 § a Bs age gsagsias
2 2 | gale o ess} sis vie ss} zi a} S| S| SE] Sg Ss Sle] slee|e] elec] ec] oo] os] ool oa|
el uw eals! eo sie sisisi ssi gsi asi ase es Bisa se si sit ee ass selsgagels| es
CHAINAGES 3 eB yeqss 88 5s ss as sxe ss ss eae ge seis geigasicig gz
S gs} alsisisi se} sige gsis SS Bs) SS Ss s 8 | FF 2 RS THR SRS RRS BA
R-30.000 R15.000 R-25.000
HORIZONTAL CURVES
HORIZ SCALE: 1000
@® REFER INTERSECTION DETAILS FOR LEVELS HORIZ, SCALE 1000,
FILE: N13078-120.dwq DATE; 16-10-2014 TIME: 14:35
Xref's: X-N13078-TIT X-N13078-ROADS USR: Curtis Boorman
sar [once maw] oar TMU OE SENET METEET THCROFT Fo Sen SaaWG TE
woe TTF | a [Leone AMENDMENT DETAILS 11000 10 1020 30 4050 At SURVEYOR: RPS we
eee foe “ 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CCOMEULT AUSTRALIA SHIRE DRIVE
"e MORIZONTAL Ph (07) 5436 7888 Fax'(07) 5493 6630 LONGITUDINAL SECTION
sic DRAWN CHECK] 1100 2 a 2 4M PROWECT Wo, ‘APPROVED SHAUN PILCHER REQ 14593 nL AKE DOONELLA NOOS Bevan Corsutng (QLD} Pty Ltd ull
Mp : n yt . may
fr v2 Tae =) N13078 JP STAGE Glee Smart Consulting 'siisonmeton inane! Se Pome mane a
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD 7 Brisbane Canberra Medboure Opdeey Gingapere Sunshine Cont = Lic 4084 N13078-120 A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 14

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

sl r
al z
a | co e 16.00m ROAD RESERVE @
2 e
i — LOT 125 - 1.1m 4.28m 5.50m 450m
| 30mm AC. SURFACING ~ LOT 136 -
4 MAX
5 varies -_ UN
CH 160.000 | DATUM RL 13, 5 2.0% 3.0% 3.0% 2.0%
| FINISHED RL 14.405 vo Gy
I
e | © - LOT 124 -
e e
I
i CH 260.000 DATUM _RL_5
> T . FINISHED RL 9.964
" . - -
CH 140.000 / a) DATUM RL 14 . LOT 135
FINISHED RL 15.440 5
i 0% 3.0% 3.0% 2.0%
| °
Ps Ps eS
® e
- LOT 124 -
| TYPE ‘M1’ KERB AND CHANNEL
| an TO IPWEAQ STD DRG R-0080.
8. 5 nN ‘ SUBSURFACE PAVEMENT DRAIN
rwetos CH 240.000 TO PWEAQ STD DRG R-0140. DATUM RL_7
' FINISHED RL 10.403
CH 120.000 | DATUM RL_14
| FINISHED RL 16.261
I
a 20.00m ROAD RESERVE & - LOT 134 -
t 2
4.50m 5.50m | 5.50m 4.50m
|
- LOT 19 - 40mm AC. SURFACING - LOT A - 2 20% 30% 3.0% 2.0%
: \
2% 3% | 3% 2% ee
CH 100.000 : E DATUM RL_16
TYPE “hi” KERB BND CHANRET 2 FINISHED RL 17.057 CH 220.000 DATUM RL_8
TO IPWEAQ STD DRG R- |. E BIO-SWALE REFER DRG. FINISHED RL 10.893
SUBSURFACE PAVEMENT DRAIN _| N13078-149 FOR DETAILS
TO IPWEAQ STD DRG R-0140. — !
I
| . ’
& = LOT 123 - 5
- INTERSECTION MORINDA CIRCUIT - | ra
I
1 IN & MAX.
2
CH 80.000 : DATUM RL_16
FINISHED RL. 17.667
| - INTERSECTION MULBERRY CLOSE -
I
| CH 200.000 | DATUM RL_10
& i & T FINISHED RL 11.793
- LOT 122 - !
CH 60.000 \ DATUM RL_17
| FINISHED RL. 18.033
w
I
- LOT 75 - 2 2 Lor 121 - INTERSECTION MULBERRY CLOSE -
0.901 - -
- CH 180.000 DATUM RL_12
— FINISHED RL 73.103
CH 40.000 TE | DATUM RL_17
FINISHED RL 16.175 a
2.0m CONCRETE FOOTPATH TO. =!
|.P.W.E.A.Q STD. DRG. R-0065 6
2 o g
e
- LOT 120 -
T
a T
CH 20.000 | DATUM RL_17
al FINISHED RL 18.276
3
Zi
=
S|
FILE: N13078-121.dwq DATE: 16-10-2014 TIME: 14:47.
Xref's: X-N13078-TIT X-N13078-ROADS USR: Curtis Boorman
ar [ones [oan] oar ccoaw Ook SORE T METRES TICROFIN We oo DRANG TIE
in AMENOMENT DETANS SURVEYOR: RPS o~
a 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CCOMEULT AUSTRALIA SHIRE DRIVE
Ble) @ [a [mn [erat AlaweNT UAT 2s Ph (07) 5436 7888 Fax (07) 5493 6630 SITET CROSS SECTIONS
HG DRAWN CHECK PROCT Ho APPROVED SHAUN PLCHER REO Ws Brown Cnsuting (LD) Ply Lid a SHEET 1 OF 2
tp 13078 J Pee—— "eis chic) — LAKE DOONELLA NOOSA Smart Consulting ‘miitene'an Meno mics Si [ora ean —
Ts 07 8470 Facsimile 07 5470'
& F FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD STAGE C1 . C6 Tages Sea thee alin Ge ey N13078-121 B

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 15

 

SHAPE VERGE LOCALLY TO TIE
IN WITH EXISTING FOOTPATH

  
  

ROTATE CROSS FALL TO -2%, 3.0m

LINE

 

   

EITHER SIDE OF CHAINAGE 316.755

EXISTING CONCRETE FOOTPATH \ \

 

h68m_—3.25m 3.25m 5.83m
30mm AC. SURFACING
3.0% 3.0% 13%

 

 

 

  

N EXISTING KERB AND CHANNEL

AND ROAD TO BE DEMOLISHED

 

   

 

 

 

 

 

 

 

 

 

 

 

 

AND REMOVED
CH 320.000 DATUM RL_5
FINISHED RL 8.507
ROTATE CROSS FALL STEEL BEAM GUARDRAIL
TO -2%, 3.0m EITHER SIDE TO TMR STD. DRG 1474
OF CHAINAGE 316.755 PAVEMENT o 1.2m HIGH POOL TYPE FENCE TO
WIDENING a tac ARCHITECTS DETAILS
=2. b% 2.0% 2.0% 3.0% 3.0% I 0.3%
_ BIO BASIN 'C’. REFER DRG
ag N13078-130 FOR DETAILS.
As rm
z
©
S
3
TYPE ‘B1' KERB AND CHANNEL
CH 300.000 TO IPWEAQ STD DRG R-0080. DATUM RL 5
™ SUBSURFACE PAVEMENT DRAIN FINISHED RL 8.703
TO IPWEAQ STD DRG R-0140.
1.00m_, 2.00m 338m PAVEMENT
1.2m HIGH POOL TYPE FENCE TO WIDENING
LANDSCAPE ARCHITECTS DETAILS |
2b 2.0% |2.0% | 3.0% | - INTERSECTION TWIGRUSH COURT -
gal
9 8
,& L
2.0m CONCRETE FOOTPATH
CH 280.000

DATUM RL_5

 

LE; N1B078-122.dwg_DATE: 16-10-2014 TIME: 1450
prefs; X-NBO78-TIT X-NBOI8-ROADS USR: Curtis Boorman

CONTROL

 

FINISHED RL 9.398

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rast [ones [oie] OF — scan Garon RETR weR Ton aps ET TERETE

ee a a 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q COMEULT AUETRALIA SHIRE DRIVE

a . woo 10 23 bos Ph (07) 5436 7888 Fax(07) 5493 6630 | CROSS SECTIONS

N 1:200 AZ

Bie DRAWN CHECK PROMET Wo aeRO SHAUN PILCHER REO 1593 Brown Consulting (QLD) Py Lid a SHEET 2 OF 2

0 Een THEW HLL REG STS LAKE DOONELLA NOOSA ‘ a aie eles Ries Dna As Em

‘ E N13078 BRENT THOMAS RPEQ 7862 STAGE C1 - C6 Smart Consulting Teo 07 51709240" Foie O7 Suro 9282 Camary | DRAWING MaMeR N13078-122 “A.
slr FOR & ON BEHALF GF BROWN CONSULTING (QLD) PTY LTD ‘Biiahaoe Conborva Melbourn Upioey Riypapore Gumtioe Comet = |jc 4084

 

 

Page 16

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

BASE SUB BASE |LOWER SUB BASE
trarric | assumed | surFacinG | ‘Imm = 8 TOTAL
ROAD STREET CLASSIFICATION BOX
‘ (CBR 60) | (CBR 45) (CBR 15)
ESA's CBR (mm) (TYPE 2.2) | (TYPE 2.3) | (if required) (mm)
TWIGRUSH COURT ACCESS STREET 5 x 10 3 30 700 100 260 490

 

 

 

 

 

 

 

 

 

 

1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

NOTES:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

wis ow 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
=e as TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
o|? wil= 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
ww? gs 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
= 5 4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
a) ° UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
Ww
S So
= w y
B z |
Ps
2 = : '
# ° - LOT 143 - - LOT 138 -
e $$ oe
a
LO CH 100.000 ' DATUM RL_12
y | FINISHED RL 15.069
I
z 2
g = LOT 144 - ~ LOT 137 -
= 2.0% 3.0% 3.0% 2.0%
CH 80.000 DATUM RL_10
FINISHED RL 13.165
x w
a 16.00m ROAD RESERVE a
6.00m 5.00m 3.00m | 3.00m 5.00m 6.00m
g s 8 ~ LOT 145 - 30mm AC. SURFACING 0.90m | - LOT 136 -
oO x ws
3 o - TT
z z Zz | 2.0% 3.0% 3.0% 2.0%
| = s = :
SEG PT
a S 3 1.5m CONCRETE FOOTPATH TO
"| “ = CH 60.000 ' |.P.W.E.A.Q STD. DRG. R-0065 DATUM RL 9
o a a CTYPE “MY KERB AND CHANNEL FINISHED RL 11.023
TO IPWEAQ STD DRG R-0080.
VC 20.0 VC 40.0 VC 30.0 wl! SUBSURFACE PAVEMENT DRAIN
(R429.8) (R445.5) (R440.8) x TO IPWEAQ STD DRG R-0140.
-2/000% 2.653% 1.631% 4.824% a ~ LOT 136 -
S
- LOT 146 - ! a
DATUM RL -3.0 ,
alin ale} ml] elelala)vleimialal aie} e| g 2.0% 9 | 9 0%
CUT (-) 7 FILL SASSER ART SSS E89 Ss aq ss % ye ae 2
slolel clic olel lel Sis] sg |
asigiaidsisieisla ae 8
LHS LIP LEVEL g2eesncgesesce 33 CH 40.000 DATUM RL_7
® ® H FINISHED RL 9.710
alelulslelalolSislai Sie} 3/8]
RHS LIP LEVEL SS SIAR SASS SF
TYPE ‘ar kere AND CHANNEL - LOT 136 -
elalslsiaelaslalais|=| se 2 sisi si aig STEEL BEAM GUARDRAIL TO IPWEAQ STD DRG R-0080.
DESIGN SURFACE RBS SSS SRRISS aS g gs S| os TO TMR STD. DRG 1474 '
1.2m HIGH POOL TYPE FENCE TO |
a =e -| 2 LANDSCAPE ARCHITECTS DETAILS
EXISTING SURFACE alelgisaisaiciaisielealSisisie as) a az
= Els QUA ASR aA SSR Saas | ol as c
| S| | 09] 09) 09} 05) 0d] 5] 3] oh} |) SPE] SS = 2 22 BIO BASIN ‘C’. REFER DRG
N13078-130 FOR DETAILS. |
CHAINAGES geSSRes esse assesy F= 3 s8
s/e]e{s]4/S SQA SSB) Ssisle, se) =) sis |
CH 20.000 DATUM RL 6
T
HORIZONTAL CURVES Rw0.000  R40.000 31 FINISHED RL 9.136
&
5
® REFER INTERSECTION DETAILS FOR LEVELS g|
FILE: N13078-123.dwq DATE; 16-10-2014 TIME: 14:53
Xref's: X-N13078-TIT X-N13078-ROADS USR: Curtis Boorman
sar [once maw] oar TMU OE SENET METEET THCROFT Fo can Tan TT
AMENDMENT DETANLS SURVEYOR: RPS we
WK Ee A a 7 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CONSULT AUSTRALA TWIGRUSH COURT
Es @ [CB [W.0.% [LONGITUDINAL AND (ROSS SECTIONS UPDATED HORIZONTAL Ph (07) 5436 7888 Fax (07) 5493 6630 PROUT LONGITUDINAL SECTION
HG Draw cnecx| 100 2 10 2 a PROLECT Neo ‘APPROVED SHAUN PLCHER REO USA Brown Cnsuting (LD) Ply Lid a AND_CROSS SECTIONS
zo 1200 “=! 413078 ) Pre aH HL 28015 LAKE DOONELLA NOOSA Smart Consultin bet et An ial SANE TE Tas
i E VERTICAL BRENT THOMAS RPEQ 7862 STAGE C1 . C6 ig ‘Tdephons 07 54709240 Focsimile 0754709262 oso N13078. 123 B
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Drishann Conbarm Medhouns Opioey Gingepere Sunshine Cent = Lic 4004 -

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 17

 

POINT EASTING NORTHING
N 26 5178.794 169.708
| 27 5162.046 1170.949
28 5167.179 1184.794
29 5180.689 1174.818
30 5211.396 1157.621
31 5215.189 1143.901
32 5200.092 1247.133
33 5183.344 1248.374
34 5188.477 1262.219
35 5201.986 1252.243
36 5309.659 1210.348
36A 5305.695 1212.475
37 5296.761 1220.630
38 5286.696 1225.149
39 5283.194 1230.225
40 5292.651 124.0.463
41 5301.825 1238.822
42 5313.770 1215.975
42h 5320.981 1210.969
47 5303.124 1295.512
48 5303.080 1293.442
49 5301.905 1265.523
50 5301.860 1263.430

 

NOTE:

 

 

REFER TO N13078-110 FOR ROADWORKS
AND DRAINAGE NOTES AND LEGEND.

 

 

KERB SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

R:8.725
A:37.219

 

 

 

152

    
        
  

TYPE A - HEAVY DUTY VEHICLE CROSSING.

REFER |.P.W.E.4.Q. STD. DRG. SEQ-R051

BITUMEN IMPREGNATED BOARD

SL92 MESH 40mm COVER

MESH DISCONTINUED AT THE JOINT

SEQ-RO051
3150
v

TYPE A - HEAVY DUTY.
VEHICLE CROSSING. REFER
L.P.W.E.A.Q. STD. DRG.

   
  
 

N16 GALVANIZED BAR
AT 300mm CENTRES

ONE SIDE OF DOWEL BAR SHOULD BE GREASED

KEY JOINT DETAIL
SCALE 1:10 (A1)
SCALE 1:20 (A3)

    
 
 
 
    

EXPOSED AGGREGATE FINISH

SAWCUTS AT MAXIMUM 5.0m
SPACINGS, REFER DETAIL ‘B’

 

 

R: 30.275
A17.017

 

 

 

A:17.017

 

 

 

 

 
 

 

 

 

\ IMPREGNATED BOARD

COMPRESSIBLE JOINT MATERIAL
(ABLEFLEX’ OR SIMILAR)

180mm CONCRETE SLAB

 

 

LIP LEVEL AS SHOWN ON
INTERSECTION DETAIL DRAWINGS

 

 

 

 

 

(GRADE N32)
TT Ag
&
500mm (TYP.) PAVEMENT MATERIAL
THICKENING TO PERIMETER
OF ALL R.C. AREAS
SECTION (8)

SCALE: 110 TAT)

SCALE: 1:20 (A3)

SL92 MESH
40mm COVER

WITH N16 GALVANIZED BAR
AT 300mm CENTRES

TYPICAL INTERSECTION THRESHOLD TREATMENT
SCALE 1:100 (1)
SCALE 1:200 (A3)

 

R:8.725
A37.219

 

 

 

REFER DETAIL ‘A’

     
 
   
   
     
       
  
     
     
     

EQUIVALENT).

   
 
  
   

MESH REINFORCEMENT

3-N12_ TRIMMER
BARS (1.5m LONG)

134

 

R:10.275
A:16.011

 

 

 

S09

DETAIL ‘A’
SCALE 1:20 (A1)
SCALE 1:40 (A3)

 

=
S
&
am
a
APPROVED POLYURETHANE 5
SEALANT (DYNATROL BY x
DYMERIC OR APPROVED a
6mm &
a> 8
\ |_|
So] £ -
& 5|
BACKER ROD /) Z
z
a
a
a
8
€
§
s
SAW CUT
DETAIL ‘B’
SCALE 11 (At)

139

REFER

 

 

 

 

 

TYPE A - HEAVY DUTY VEHICLE Ch

 

 

 

 

 

 

 

SCALE 1:2 (A3)

 

L.P.W.E.A.Q. STD. DRG. SEQ-I

138

R:10.275
A:15.317

 

 

 

 

 

R: 30.275
A:17.017

 

 

 

 

   
   
  
  
  

220

R:49.725
A:2.071

=

 

 

 

 

240

 

R:50.275
A:2.094

250

 

 

 

 

 

 

R: 10.300

 

 

 

 

    
     
   

 

280

 

 

R: 27.800
A:26.808

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\ AN1.643
R:8.875 R:30.275 \
A:16.603 142 A:17.017 ~ \
\
154 TYPE A - HEAVY DUTY VEHICLE CROSSING. \
REFER IP.W.E.A.Q. STD. DRG. SEQ-R051 |
/ ;
/
FILE: N13078-125.dwq DATE; 16-10-2014 TIME: 14:56
iXref's: X-N13078-TIT X-N13078-BASE X-N13078-INTERSECTION DETAILS USR: Curtis Boorman
nar [once ane] oar SORE TMETET TIER Tor ENT TARE TE
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS BP,
| a HO 7 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CONSULT AUSTRALA INTERSECTION DETAILS AND
Ee wt 5 ° ses Ph (07) 5436 7888 Fax (07) 5493 6630 | wi SIGNS AND LINEMARKING PLAN
N 1500 AB
lec [ce | 14.0.1 | SHRE DRIVE REALIGNED, SETOUT LEVELS 32 & 35 AMENDED DRAWN CHECK PROJECT No. “TPPROVED Sian PLCHER fed WD Bron Contng (LD) Py id ry SHEET 2 OF 3
tp 13078 J Pee—— “eis ei'c) — LAKE DOONELLA NOOSA Smart Consulting ‘itene'en Manso mics Se [orm eae —
Ts 07 5470 Focsimile 07 5470'
oF FOR & ON'REHALE OF BROWN CONSULTING (LO) PTY LTO STAGE C1 - C6 (ere nacre br one cance EE N13078-125 Cc

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 18

 

CATCHMENT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CATCHMENT NAME] CATCHMENT AREA (Ha)
\ a 0.358
[email protected]
3 0.096
Gh 0.065
65 0.252
6 [email protected]
9 0.432
G10 0.121
GH 0.213
| 0.377
3 0.196
Git 0.177
Gt5 0.067
G16 0.470
Gi 0.245
G18 0.267
G19 0.424
620 0.337
G22 0.079
623 0.096
G24 0.143
625 0.070
G26 0.195
120 0.067
121 0.064
122 0.064
123 0.064
124 0.070
147 0.066
148 0.064
149 0.064
150 0.063
151 0.067
156 0.076
157 0.075
176 0.074
17 0.071
118 0.079
179 0.084
G16
FILE: N13078-127.dwq DATE; 16-10-2014 TIME; 15:03
Xref's: X-N13078-TIT X-N13078-BASE USR: Curtis Boorman — — — —
= ae ae cnn oan nen ee SURVEYOR. PS QM PROPERTIES R N coe & STORMWATER DRAINAGE
30.05.14 ‘ENDED '
Brera ea fn oo SE sve gg etn se 788 Fa 0) 095 6630 ar B Ow ZT CATCHMENT PLAN
8 ¢ [CB | 14.10.14 [CATCHMENTS AMENDED; SHIRE DRIVE ALIGNMENT & BASINS AMENDED DRAWN CHECK| SH Lae ira isa LAKE DOONELLA NOOSA s, C hi Bonn PY eat — =
FE E N13078 7 e BRENT THOMAS RPEQ 7862 STAGE C1 C6 mart Const. ng ‘Telephone 07 54709240 Foxsimile 07 5470 9262 Beet N13078-127 Cc
5 F FOR & ON BEHALF GF BROWN CONSULTING (QLD) PTY LTD * (ohne Canberra MeRourns Speer Otypapere Gumhion Cont Lc 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 19

 

N
|
I
At
fi
161 REFER OUTLET THROUGH ROCKWALL
DETAIL ON DRG. N13078-131
jf’ STAGE C4
i 162
Ld
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jl
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f Kas
y LD
Mh i
[l /
ft 163
A
A y
STEEL GUARD RAIL. REFER
T.M.R. STD. DRG. 1474
y =
y
™= S < Ak 17.450, ’
DRIVEWAY CROSSOVER TO 4 é

IPWEAQ STD DRG. SEQ R-050 ~~
~ oo ‘ ana
- Sar

 

 

NOTE:
REFER TO N13078-131 FOR BIO
DETENTION BASIN NOTES AND DETAILS.

 

 

 

 

 

 

FILE: NIBO78-128.dug DATE: 17-10-2014 TIME: 10:25,
Pxref's: X-NI3078-TIT X-NI3078-BASE X-N13D78-CONTOURS USR: Curtis Boorman

 

 
    
  
        
 
   

Ps
PONS.-14.22
bf
|
J |
|
|

SUBSOIL DRAIN
CLEANOUT FONT

3.50m WIDE TURFED ACCESS
TRACK AT MAX GRADE 1 IN &

BIO RETENTION AREA 200m?

STEEL GUARD RAIL. REFER
T.M.R. STD. DRG. 1474

Ly

BONS. 13.10

600x600 CHAMBER
WITH SOLID LID,

600x600 FIELD INLET WITH
GRATED LID. RL 13.000

“ag

150D OUTLET PIPE. REFER DRG.
N13078-131 FOR DETAILS.

 

150@ SMOOTH WALLED SLOTTED PVC PIPE -
MIN 0.5% GRADE AND MAX 2.5m SPACINGS.
REFER DRG. N13078-131 FOR DETAILS.

 

STORAGE VOLUME TO
RL 14.40 = 1100m?

 

 

902

 

5.0m WIDE WEIR
LOCATION AT RL 14.40

PROVIDE 20m? ROCK PROTECTION Dsg ROCK
{= 300mm @ 2 x 300mm THICK LAYERS
| WITH GEO-TEXTILE UNDERLAY
i REFER |.P.W.E.A.Q. STD. DRG.
WSUD-006 FoR WEIR DETAILS

I
ft /
at

 

   

 

 

 

 

  

 

 

 

 

 

 

 

 

 

ACCESS TRACK SETOUT BIO-RETENTION BASIN DETAILS LEGEND

CH 0.000 £5151.611 N1017.544 PARAMETER BASIN DESIGN SURFACE CONTOUR

CH 0.262 £5151.783 N1017.346 FILTER SURFACE AREA (m2) 200 - SLOTTED PVC PIPE WITH Cl. CAP
R=5.000 FILTER SURFACE LEVEL (m) 12.55 Te SUBSOIL CLEAN OUT POINT
DEF 1803853.88 FILTER MEDIA DEPTH (mm) $00 \CRREEEOOAGS: PROPOSED BLOCKWORK RETAINING WALL
TL=0.821 TEMPORARY PONDING AREA (m?) 400
ARC=1.627 TEMPORARY PONDING DEPTH mm 300 eoconcencocccocesc0 © PROPOSED ROCK RETAINING WALL
CC £5155.560 N1020.622 STORAGE VOLUME (m3) 7100 (1.00) WALL HEIGHT (IN METRES)
IP £5152.321 N1016.726

CH 1.889 £5153.029 Ni016.310 TOP OF EMBANKMENT (m) 14.80 sw—— PROPOSED STORMWATER PIPE

CH 4.962 ESISE.670 NtO16.760 EMERGENCY WEIR LEVEL (m) 14.40 _, 7 SAFETY FENCE — AS DETAILED
R=5.750 i STEEL BEAM GUARDRAIL
DEF=99d49'42.70"
TL=6.832 ROCK ARMOURING SCOUR PROTECTION
ARC=10.018 BASIN FILTER AREA
CC £5158.581 N1019.719

IP £5161.562 N1011.302
CH 14.971 £5163.964 N1017.697
CH 25.542 £5167.680 N1027.594

UPPER DETENTION AREA
LOWER DETENTION AREA

BASIN FILTER SETOUT

 

BASIN WALL SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   
 
      
 

 

 

   

 

 

 

 

 

 

POINT {EASTING NORTHING POINT | EASTING NORTHING
1 515.025 1019.054 A 5164.904 035.662
2 5159.344 1030.723 B 5182.608 1083.491
3 5174.465 1071.574 C 5186.359 1082.102
4 5176.314 1081.377 D 5168.656 1034.273
5 5180.729 1088.486
6 5185.908 1092.034
7 5192.307 1087.646
8 5169.756 1026.817
9 5163.70 1010.671
« SETOUT IS TO BOTTOM OF WALL
- LOT 162 -
CONCRETE SLEEPER RETAINING WALL. 1.2m HIGH POOL TYPE FENCE TO
.2m
TTF REFER N13078-109 FOR DETAILS [~~ anoscate ARCHITECTS DETAILS
CARISSA PLACE TOP OF WALL ~
MIN RL 14.80 ~ © 9 som
STEEL BEAM GUARDRAIL Q100 WSL RL 14.32 _WIER LEVEL 14.40
TO TMR STD. DRG 1474 O5_WSt_RI 13. 2
.6m *
to, 1% (TYP!
ORG Bis078 109 tor Deval ;—GASIN RL 12.55 - Noctua RETAINING
& 1.77 4 WALL. REFER N13078-141
a - FOR DETAILS
SECTION /B) BIO-RETENTION AREA 200m?
SCALE (At): 1:100 Ye) REFER N13078-131 FOR FILTER DETAILS
- LOT 163 - SCALE (A3):1:200

   
    
 
 

PB

1.2m HIGH POOL TYPE FENCE TO
LANDSCAPE ARCHITECTS DETAILS.
TOP OF WALL co
a

CARISSA PLACE . MIN RL 14.80 050m

 

    
 

__WIER LEVEL 14.40

 

Ss

1% (TYP)

 

 

 

 

ROCK SIZE (Dea):

Dsp ON THE ENGINEERING PLANS SHOW
ROCK WORKS DENOTED AS HAVING
SIZES OF Dsp. Dsp CORRESPONDS TO THE
MEDIAN DIAMETER OF WHICH HALF OF
THE ROCK SIZES SHALL BE GREATER
AND HALF OF THEM SHALL BE
SMALLER. THE ROCK SHALL BE WELL
GRADED AND HAVE A MAXIMUM SIZE NO
GREATER THAN 30% AND A MINIMUM
SIZE NO SMALLER THAN Ds. FOR
EXAMPLE IF Dsp = 400mm IS SPECIFIED,
THE EQUIVALENT ROCK DIAMETER
RANGES FROM 280mm TO 520mm.

BIO-RETENTION AREA 200m?.

SECTION REFER N13078-131 FOR FILTER DETAILS

Ca’
SCALE (Atl 1:10 \—/

SCALE (A3):1:200

 

 

 

 

 

 

AB

see eee AMENDMENT DETARLS. DESIGN CHECK seas weres
UF_[ UF | 28.05.% [RETAINING WALL REFERENCE AMENDED
NT_[-NT_| 30.06% [ROCK PROTECTION TO SPLLWAY AMENDED, RET WALL TYPE AMENDED. 1250 § : 5 oA
@ [| 14.0.4 [AMeNoMeNTS PER COUNCIL RFL 1500

 

 

 

 

O4zmEOZmE>
al] ole] @] >

 

 

 

 

 

 

DRAWN CHECK|

 

 

MIGROFIUM No
SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA

PROJECT No.

N13078

"APPROVED

fa

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTO

 

Ph (07) 5436 7888 Fax (07) 5493 6630

“CLIENT

DRAWING TITLE

 

SHAUN PILCHER RPEQ. 16593}
MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

 

QM PROPERTIES \ cost TNA STORMWATER DRAINAGE
nT BROWN BIO DETENTION BASIN A
Brun et LAYOUT PLAN AND SECTIONS

LAKE DOONELLA NOOSA

 

ig (QLD) Phy Lid
Lal 3, 16 krnovtion Priva, Biting QLD Anatole 4525
Telephone 07 5470 9260 Fests 07 5470 9282
tain Costu Maa ny Hire atin Cet

‘DRAWING NUMBER TSSUE

Smart Consulting N13078-128 F

 

 

eral
Company
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STAGE C1 - C6