Engineering Drawings Part 1 - OPW14/0197

Page 2

 

I

PAVEMENT TO
EXTEND 150mm
BEHIND KERB

 

SETOUT REFERS TO THIS LINE
NOMINAL FACE OF KERB

/ REFER TO LIP

 

Pi

|

KERB_AND CHANNEL TYPE B1

I.P.W.E.A.Q.

SCALE 1: 25

(REFER I.P.W.E.A.Q. STD DRG R-0080)

FILE: NIBO78-101.dwg DATE: 16-04-2014 TIME: 08:1
PXref's: X-NBOI8-TIT X-NB078-BASE X-NBO78-SURVEY SETOUT USR: nathan taylor

 

    

  
 

|
rl
|
I
174
I
|

 

EASEMENT

178 179

STAGE C6

 

 

173
TP 90.698

 

100

 

TP 116.759
TP 120.874

\
1

TP 129.4
Jer 135.559

 

181
180

 

 

 

 

 

STAGE C1

 

 

PAVEMENT TO
EXTEND 150mm
BEHIND KERB

NOMINAL
KERB FACE

LEVELS AND SETOUT
REFER TO PAVEMENT

 

PAVEMENT TO
EXTEND 150mm

BEHIND KERB
I.P.W.E.A.Q.
SEMI-MOUNTABLE KERB TYPE SM3
SCALE 1: 25

(REFER |.P.W.E.A.Q. STD DRG R-0080)

[|

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

SCALE 1: 10

(REFER I.P.W.E.A.Q. STD DRG R-0080)

SETOUT REFERS TO THIS LINE
NOMINAL FACE OF KERB

fo REFER TO LIP

  

I.P.W.E.A.Q.
BARRIER KERB TYPE B2
SCALE 1: 25

(REFER I.P.W.E.A.Q. STD DRG R-0080)
SETOUT REFERS TO THIS LINE

LEVELS REFER TO LIP

  

 

PAVEMENT To —+|

EXTEND 150mm

 

 

 

 

 

BEHIND KERB
|.P.W.E.A.Q.
MOUNTABLE KERB AND CHANNEL TYPE M1
SCALE 1: 25
(REFER |.P.W.E.A.Q. STD DRG R-0080)
NOTE:

 

REFER TO N13078-103 FOR
SURVEY SETOUT DATA.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

aaron [nen] ON SORE TTT TORT he TNT SANA TE
AMENOMENT DETAILS DeSraN cHeoK SURVEYOR: RPS a
mdr Tk eae — 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ (CONSULT AUSTRALIA SURVEY SETOUT PLAN
“iB amy se om Ph (07) 5436 7888 Fax (07) 5493 6630 —_ ww SHEET 1 OF 3
‘
B[c DRAWN CHECK| PROJECT No. APPROVED SHAUN PILCHER REQ 14593 Brown Consulthg (QLD) Pty Ltd
Nip ‘000 a MATHEW HILL REQ 1578 LAKE DOONELLA NOOSA i Dea vette DD is Ed
ae N13078 (poo BRENT HOMAS RPE Tat STAGE C1 - C6 Smart Consulting i} rorina teva tea tania Grey | StWRE woes 19078-101 wale
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Reader Corborn Mibomrie dychay Cagepon Senatine Coes: = Lic 4084

 

 

 

 

 

 

Page 3

 

Zz

 

NOTE:
REFER TO N13078-103 FOR
SURVEY SETOUT DATA.

 

 

 

 

 

NOTE:
REFER TO N13078-101
FOR KERB PROFILES.

 

 

 

FILE: NIBO78-102.dwg DATE: 16-04-2014 TIME: 08:12
PXref's: X-NBOI8-TIT X-NB078-BASE X-NBO78-SURVEY SETOUT USR: nathan taylor

 
 

REFER DRG _N13078-103 FOR CONTINUATION

   
   

 

REFER DRG N13078-101 FOR CONTINUATION

901

TP 14.588

 

 

SHIRE DRIVE

  

 

E

 

 

140

160

180

200

220

240

250

260

 

FRST

TCALCS [DRAWN] _ DATE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

"MICROFILM No.

 

 

‘CLIENT

 

 

 

 

a “CCM PIRNGVATION PARKWAY, BIRTINYA QM PROPERTIES \ A SURVEY SETOUT PLAN
tB nM Ph (07) 5436 7888 Fax (07) 5493 6630 — wh SHEET 2 OF 3

Nic PROJECT No. [appaoveD

gp 8 Zot — nati HL ota LAKE DOONELLA NOOSA Ss 5 Brow Constng (LD) Pty ans Enel

i AT OAS PED ‘mart Consulting — 'i%\imontas hati cn hai

iF N13078 LE COSUING RLY STAGE C1 - C6 Bee RT oan OT N13078-102

 

 

 

Page 4

 

 

 

NOTE:
REFER TO N13078-101
FOR KERB PROFILES.

 

 

 

Zz

74

 

 

 

1

 

 

70

 

EXIST!

 

 

ING

CONTROL SHIRE DRIVE
CH 0.000 £5190.167 N1438.946
CH 32.215 E5218.123 N1422.938
R=30.000
DEF=17d17'50.49"
TL=4.563
ARC=9.057
CC £5233.030 N1448.972
IP £5222.083 N1420.670
CH 41.272 £5226.538 N1419.683
CH 72.768 £5257.288 N1412.867
CH 102.366 £5286.184 N1406.461
R=15.000
DEF=77d31'30.10"
TL=12.044
ARC=20.296
CC £5282.938 N1391.817
IP £5297.943 N1403.854
CH 122.662 £5297.938 N1391.810
CH 284.204 £5297.872 N1230.269
R=20.000
DEF=61d42'32.88"
TL=11.948
ARC=21.541
CC £5317.872 N1230.261
IP £5297.867 N1218.321
CH 305.745 £5308.385 N1212.653
CH 338.944 £5337.612 N1196.907

CONTROL MORINDA CRESENT

CH 1420.000 £5302.995 N1465.053

CONTROL CARISSA PLACE
CH 0.000 E5084.515 N1036.925
CH 52.438 £5133.683 N1018.696
R=14.000
DEF=90d0'0.00"
TL=14.000
ARC=21.991
CC £5138.550 N1031.823
IP £5146.810 N1013.830
CH 74.429 £5151.676 N1026.957
CH 124.481 £5169.075 N1073.887
R=25.000
DEF=24d24'0.25"
TL=5.405
ARC=10.647
CC £5145.634 N1082.577
IP E5170.954 N1078.955
CH 135.127 £5170.572 N1084.347
CH 143.016 E5170.013 N1092.215

CONTROL AGATHIS PLACE
CH 14.000 £5094.943 N1120.682
CH 26.058 E5105.542 N1114.933

R=45.000

DEF =8d8°3.52"

TL=3.200

ARC=6.389

CC £5126.997 N1154.489

IP £5108.354 N1113.408
CH 32.446 E5111.355 N112.295
CH 87.198 £5162.692 N1093.263

CONTROL DODONAEA CLOSE
CH 0.000 £5199.542 N1120.049
CH 72.800 £5256.319 N1074.485
R=20.000
DEF=51d16'33.82”
TL=9.599
ARC=17.899
CC £5243.801 N1058.886
IP £5263.805 N1068.477
CH 90.698 £5263.801 N1058.878
CH 116.759 £5263.790 N1032.818
CH 120.874 £5263.789 N1028.702
R=200.000
DEF=2d27'49.46"
TL=4.301
ARC=8.600
CC £5463.789 N1028.620
IP £5263.787 N1024.401
CH 129.474 E5263.970 N1020.105
CH 135.559 E5264.229 N1014.026

CONTROL TWIGRUSH COURT
CH 0.000 £5297.935 N1228.669
CH 26.349 E5273.664 N1226.731
R=40.000
DEF=24d54°25.17"
TL=8.834
ARC=11.388
CC E5270.480 N1266.60%
IP £5264.858 N1226.028
CH 41.737 E5256.575 N1229.098
CH 121.752 £5181.551 N1256.913

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ KS 4
s, Oy
Q
8 PY CH 1426.797 £5296.198 N1465.020 R=17.500
7 Ss os STAGE B R=20.000 DEF=71d35'38.82”
117 DEF=61443'24.73" TL=12.620 CONTROL MULBERRY CLOSE
/ T1e1.622 ARC-21867 a 0.000 £5297.910 Nis24.508
I ARC=14.564 CC £5168.775 N1109.671 ql eee e823 324.555
CC £5296.295 N1445.020 IP E5174.525 N1088.876 Roe t9 21"
IP E5288.576 N1464.983 CH 109.065 £5182.423 N1098.718 =12d28'19.21
CH 1441,361 £5282.912 N1459.883 CH 166.891 £5218.616 N1143.818 TL=6,556
CH 1460.517 £5268.677 N1447.066 R=10.000 ARC=13.061 wee
R=20.000 DEF=108¢24'21.18" i one to eee
DEF =35430°5.10" TL=13.867 - :
T6402 ARC=18.920 CH 27.649 £5270.365 N1325.977
ARC=12.392 CC £5210.817 N11S0.077 CH 97.352 £5202.314 N1341.062
CC F5282.060 N1432.203 IP £5227.295 N1154.633
IP £5263.919 N1442.782 CH 185.812 £5214.293 N1159.453
CH 1472909 £5262.533 N1436.531 CH 243.446 £5160.253 N1179.488
CH 1497148 £5257.288 N1412.867
20
TP 122.662
140
ok 160
Ss
=
o
x R
4 2
& a
= F 180
Ss
ly
ol
Ss
Rd
§ STAGE C2
oe 200
' 132
I
133
/ 134
Ft XcNBUTEST AC AEOTH BASE XCAR SURVEY SETOUT USR nathan taylor REFER DRG N13078-102 FOR CONTINUATION
raat [outs [oun] On SORE TETREET SORT NCTE
AMEVOMENT DETAR Deon cneox SURVEYOR: RPS a
ae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ (CONSULT AUSTRALIA SURVEY SETOUT PLAN
ie Ph (07) 5436 7888 Fax (07) 5493 6630 SHEET 3 OF 3
1500 50 0 20 at
is prs cree) cn as | owetse [aeRO “what ie fee] LAKE DOONELLA NOOSA spor a gt A nas ates
SE N13078 (Pee diet Smart Consulting i} Soria tev ea tania ss Gag | StWRE woes Tue
sir FOR & ON BEHALF OF BROWN CONSULTING (ALO) PTY LTO STAGE Ci - C6 Toews Cateer Mor tey Bane tivo: Te Bh N13078-103

 

Page 5

 

Zz

 

 

@® PROVIDE ‘SPILL THROUGH WEIR’ IN SEDIMENT

IN ACCORDANCE WITH SILT FENCE DETAIL WITH
GEOTEXTILE FABRIC TO BE WRAPPED AROUND
STAR PICKET PLACED HORIZONTALLY APPROX.
400mm ABOVE FINISHED SURFACE

 

FENCE. ‘SPILL THROUGH WEIR’ TO BE GENERALLY

 

 

FILE: NIBO78-104.dwg DATE: 16-04-20% TIME: 08:19
Pxref's: X-NBOI8-TIT X-N33078-BASE X-NIBO78-ESC X-N13078-CONTOURS USR: nathan taylor

REFER DRG N13078- 105_FOR CONTINUATION

“ase ere

901

DETENTION BASINS TO BE
UTILISED AS SEDIMENT
BASINS DURING THE
CONSTRUCTION PHASE

DETENTION BASINS TO BE
UTILISED AS SEDIMENT

| BASINS DURING THE
CONSTRUCTION PHASE

 

 

 

 

 

 

 

 

 

 

 

N <-— <— <— <— <— + ¢€— —~/e ~ ~~ ec ec

STAGE C1

 

 

 

LEGEND

ry KERB INLET PROTECTION
CONSTRUCTION PHASE 2 - &

_ FIELD INLET PROTECTION
ud CONSTRUCTION PHASE 2 - &

TURF (2 STRIPS) BEHIND ALL KERB & CHANNEL
AND WHERE SHOWN CONSTRUCTION PHASE 4&

PROVIDE CLEAN WATER SWALE DRAINS TO DIVERT

— > ~~ —  UpsTREAM WATER AROUND SITE - REFER DETAIL.
SEDIMENT FENCES
CONSTRUCTION PHASE 1 - 4
60.0

PROPOSED FINISH SURFACE CONTOURS
EXISTING SURFACE CONTOURS

CONSTRUCTION ENTRANCE
CONSTRUCTION PHASE 1 - 2

 

 

 

 

 

 

 

 

SEDIMENT CONTROL NOTES

ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH “SOIL
EROSION & SEDIMENT CONTROL - ENGINEERING GUIDELINES FOR
QUEENSLAND CONSTRUCTION SITES” (JUNE 1996).

. APPROVED SEDIMENT CONTROL MEASURES MAY BE VARIED AFTER
CONSULTATION WITH COUNCIL'S CONSTRUCTION ENGINEER, WHO MAY
ALSO GIVE DIRECTION TO FURTHER REQUIREMENTS OF COUNCIL
WITH REGARD TO THE EXTENT AND MAINTENANCE OF CONTROL
MEASURES.

. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL
EROSION AND SEDIMENT CONTROL DEVICES AS DESCRIBED IN QUDM
9.03.5 WHERE DIRECTED TO MINIMISE EROSION & DOWNSTREAM
SEDIMENT TRANSPORT.

. CONSTRUCTION ACTIVITIES SHALL BE PLANNED TO MINIMISE
DISTURBANCE TO NATURAL VEGETATION COVER.

. TOPSOILING AND GRASS SEEDING SHALL BE CARRIED OUT AS SOON
AS POSSIBLE FOLLOWING FINAL TRIMMING OF ALLOTMENTS AND
FOOTPATHS.

. ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AFTER
EACH RAINFALL EVENT FOR STRUCTURAL DAMAGE AND ALL
TRAPPED SEDIMENT SHALL BE REMOVED TO A NOMINATED
STOCKPILE SITE.

- SEDIMENT TRAPS SHALL BE CLEANED OUT ON REACHING 50%
STORAGE CAPACITY. RESERVOIR SEDIMENT IS TO BE SPREAD
WITHIN THE DISTRUBED AREA OR WHERE DIRECTED.

- THE CONTRACTOR SHALL ENSURE THAT EROSION AND SEDIMENT
CONTROL MEASURES ARE MAINTAINED DURING THE ENTIRE
CONSTRUCTION, MAINTENANCE & GRASS ESTABLISHMENT PERIOD.

 

NOTE:
ALL TREES OTHER THAN THOSE MARKED FOR POSSIBLE RETENTION
WITHIN ROAD RESERVE AND SEWER EASEMENT TO BE REMOVED

 

 

 

POSSIBLE TREE TO BE RETAINED (SUBJECT TO ARBORISTS
REPORT). NOT TO BE REMOVED OR DAMAGED PRIOR TO
SUPERINTENDENT'S INSTRUCTION TO DO SO.

 

DENOTES TREE TO BE REMOVED AS A RESULT OF
N CHANGES TO GROUND LEVELS.

 

 

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

 

 

 

 

CONSTRUCTION PHASES

 

PHASE No. DESCRIPTION

 

 

CLEARING & BULK EARTHWORKS

TRENCH EXCAVATION

PAVEMENT CONSTRUCTION

MAINTENANCE PERIOD

OOOO

 

 

 

 

 

FST
188UE

TCALCS [DRAWN] _ DATE

 

an AMENDMENT DETAILS.

 

=>

@szmzozm:
=] Sole] >

 

 

DESIGN CHECK

 

 

 

 

 

 

 

 

 

 

DRAWN CHECK

 

"SCALE (METRES 7 "MIGROFIUM No,

PROJECT No.

N13078

 

 

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

"APPROVED.
MATHEW HILL RPEQ 11578

“7e BRENT THOMAS RPEQ 7862

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

SHAUN PILCHER RPE. 14593}

‘CLIENT

QM PROPERTIES

 

 

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

Smart Consulting

 

Eu & SEDIMENT AND EROSION
CONTROL PLAN
me ouing ey = SHEET 1 OF 3
ie Or ie OB ha Coats ‘DRAWING NUMBER. N13078. 104
Reibare Corburn Mibowe Myciy Shaepon GenntineCoes: = Lic 4064 ~

 

 

 

 

Page 6

 

 

REFER DRG _N13078-106 FOR CONTINUATION

 
 
  
 
 
  
  

 

 

 

 

 

 

 

 

 

   
    
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE:
REFER TO N13078-104 FOR SEDIMENT
AND EROSION NOTES AND LEGEND.
a
NOTE:
REFER TO N13078-106 FOR
N SEDIMENT AND EROSION DETAILS.
DETENTION BASINS TO BE
UTILISED AS SEDIMENT
BASINS DURING THE
CONSTRUCTION PHASE
Y /
)
| /
: l / 901
pa ACNTTOCHT AMBIT: ASE XABOTECESC XNDUTECONTOURS USR:Jstua Beddow REFER DRG N13078- 104 FOR CONTINUATION
Tar [ens [nw] One SORE METRES T TAROT We crew DRAWS TTT
AMENOMENT DETAILS DESIGN CHECK SURVEYOR: RPS a
~~ te A fan 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q CONSULT AUSTRALIA SEDIMENT AND EROSION
ala Ph (07) 5436 7888 Fax (07) 5493 6630 wD CONTROL PLAN
ile DRAWN GHEGK| oe ——— ‘ PROJECT Wo ‘APOROVED SHAUN PILCHER REQ 14583 vl AKE DOONELLA NOOSA Brown Consuting (QLD) Pty Lid at SHEET 2 OF 3
Do >
NE N13078 jf orev non 0 Tt TAGE Ci Smart Consulting ‘wasn't ta = wa
SF FOR-& ON BEHALE OF BROWN CONSULTING fQLO) PTY LTO STAGE C1 - C6 Tate tee tows fey ane Bat N13078-105

 

 

 

 

 

 

 

 

 

Page 7

 

LE; NIBO78-106.dvg_DATE: 10-04-20% TIME: 1:69
ref's: X-NBO78-TIT X-N'B078-BASE X-NBO78-ESC X-NBO78-CONTOURS USR: Joshua Beddow

 

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

 

 

 

 

 

n 70

 

72

 

 

 

Zz

    

Th

 

EXISTING
STAGE B

118 117

|

bl

6 Ey
CONTINUATION

 
 

 

 

REFER DRG N13076-105 FOR

DIRECTION
OF FLOW

 
 
  
  

STAKES DRIVEN 500-700mm
INTO GROUND

  
   
 
 
  
 
 
  
 

STEEL
REINFORCING MESH

GEOTEXTILE FILTER
(WOVEN) ON OUTER
OF MESH

FIELD INLET SEDIMENT TRAP
N.T.S.

2 7 400mmTURF
STRIPS BEHIND KERBS

  
 
 
 

BERM (0.3m
MIN HIGH)

GEOTEXTILE
FABRIC vz
RUNOFF FROM PAD DIRECTED

TO SEDIMENT TRAP GRAVEL

TEMPORARY CONSTRUCTION EXIT WASHDOWN DEVICE
NTS.

SEDIMENT CONTROL FABRIC TO BE
‘PROPEX’ OR SIMILAR APPROVED
TOP EDGE TO BE SUITABLY
SUPPORTED BETWEEN POSTS

REMOVE FABRIC BETWEEN
STEEL PICKET IN SAGS

 

SAND BAGS BOTH SIDES
OF OVERFLOW PATH
EXTEND TO BACK OF
PAVEMENT BOX

MESH OR GEOFABRIC
ON GROUND TO
REDUCE EROSION

SPILL_THROUGH WEIR DETAIL
(N.T.S.)
INSTALL AT ALL SAG PONTS IN SILT FENCES

   
     
   
  
  
  

POSTS AT NOMINAL 2.0m
CTRS TO BE STEEL PICKET
OR 50 x 50 HARDWOOD

 

NOTE:

PROVIDE SMALL UPSTREAM
RETURNS (2-3m) AT 30m
MAX. SPACINGS ALONG FENCE

FABRIC
SIDE

 

 

700 APPROX

 

:
al

200 X 200

TRENCH

SEDIMENT FENCE DETAIL
N.T.S.

SIRES
CRI”

KERBSIDE TURF STRIP
NTS.

 

400mm

   

PROVIDE TURFING OR
SECURED GEOFABRIC TO
CREST AND BATTERS

CLEAN WATER DIVERSION DRAIN DETAIL
N.T.S.

GULLIES ON GRADE

N.S.
SANDBAGS AT GULLIES
FO BE PROVIDED AT ALL GULLIES

 

SAG GULLIES
N.T.S.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Tas [Cae eae] ONT earn moan Ook reo WRITE —T on pe crew ~ DRAWS TTT

= PRES 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CONSULT AUSTRALIA SEDIMENT AND EROSION

ale Ph (07) 5436 7888 Fax (07) 5493 6630 wi CONTROL PLAN

AG Draw cece] 59) = 2 PROJECT No. APPROVED vanneo mel | Brown Consuting (QD) Pty Lid SHEET 3 OF 3

tb ‘1000 a3 Po MATHEW HILL RPEQ 1578 LAKE DOONELLA NOOSA S Ci Lei Led elo Ft, Dig QD Aa 875 ed TOE
ile N13078 we enEAT POMS PER mart Consultin . a Ire QD A ES Sey a

SF FOR-& ON BEHALE OF BROWN CONSULTING fQLO) PTY LTO STAGE C1 - C6 8 Teak feour unworn pe Sante IDA N13078-106

 

 

 

 

Page 8

 

iref's:

  
 
    

3.0m FIRE PROTECTION ZONE
PRIVATE OPEN SPACE BUFFER

FILE: NIBO78-107.dug DATE; 10-04-2014 TIME: 09:23

X-NBOTS-TIT X-N13078-BASE X-NIB078-BULK EARTHWORKS X-NEBO78-CONTOURS X-N13078-CUT-FILL USR: Joshua Beddow

158

1 IN 4 BATTER TO

NATURAL (TYP.)

REFER DRG _N13078-108 FOR CONTINUATION

Se NS
SS Place

 

901

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

REFER N13078-129 FOR

BASIN EARTHWORK

LEVELS AND DETAILS.

REFER N13078-128 FOR
) BASIN EARTHWORK
| | LEVELS AND DETAILS.

    

 

 

 

 

J eTow.15.57

 

 

 

 

 

 

eZ

y4
,, a
ae “

“ Tes AO
ABO Cys i
=

20°90 ay9721.30 Bea 21.80

 

 

 

 

is (2.10) ol

4

 

 

STAGE C1 *

3.0m FIRE PROTECTION zone
RIVATE OPEN SPACE BUFFER

1 IN & BATTER TO
NATURAL (TYP.)

fe TOW.19.16

Jo TOW.20.46

JoTOW.22.48

 

 

 

‘LEGEND

PROPOSED STAGE BOUNDARY
PROPOSED FINISHED SURFACE LEVEL
PROPOSED BLOCKWORK RETAINING WALL

PROPOSED CONCRETE SLEEPER WALL

EXISTING SURFACE CONTOUR
(0.5m INTERVAL)

 

 

 

 

 

 

82.0 ____ DESIGN SURFACE CONTOUR
— (0.25m INTERVAL)
AREA OF FILL
AREA OF CUT
(1.00) DENOTES WALL HEIGHTS

NOTES

1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
EXISTING SERVICES WITH THE RELEVANT AUTHORITY BEFORE
COMMENCING CONSTRUCTION.

2. ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CURRENT COUNCIL SPECIFICATIONS AND STANDARD DRAWINGS.

3. THE CONTRACTOR SHALL REMOVE ALL STRUCTURES, DEBRIS
AND FENCES FROM THE SITE TO THE SATISFACTION OF THE
SUPERINTENDENT.

4, NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING
SHOWN ON THE DRAWINGS, THE ACTUAL LIMITS SHALL BE
DETERMINED ON SITE BY THE SUPERINTENDENT DURING
CONSTRUCTION. SIMILARLY, THE FINISHED SURFACE LEVELS
MAY BE ADJUSTED BY THE WRITTEN DIRECTION OF THE
SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED
DRAWINGS HAVE BEEN APPROVED BY COUNCIL.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Tar [once am ore —— TOES TR SN — Tan
mdr Tk eae 7 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CONSULT AUSTRALIA BULK EARTHWORKS
als Ph (07) 5436 7888 Fax (07) 5493 6630 ww LAYOUT PLAN
He rn oa] a P| encsccr no, Per Tancame | LAKE DOONELLA NOOSA Brown Cnt =a SHEET 1 OF 3
o > i
ie N13078 (Fee fates baa TAGE Ci Smart Consulting ‘suri tin a nails Cong [oe Ko ae
AG FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD STAGE C1 - C6 ace Geter Kew ty Bien teotiwceat Te Anh N13078-107

 

 

 

 

 

 

Page 9

 

Zz

 

 

NOTE:
REFER TO N13078-107 FOR BULK
EARTHWORKS NOTES AND LEGEND

 

 

 

03g,

n

    

REFER DRG _N13078-108 FOR CONTINUATION

13.30

a7
ey
ye

 

 

     
 

 

  
   

  
 

 
  

|
7 hi |

“SHIRE DRIVE

 

 

 

REFER N13078-130 FOR
BASIN EARTHWORK
LEVELS AND DETAILS.

 

    

 

 

 

 

   
      
         
   

- LOT 2-

    
    
 

RETAINING

- LOT 153

SECTION (6)
SCALE (Atk 100 G07)

SCALE {A3):1:200

REFER N13078-109 FOR

WALL DETAILS

 

SECTION (F)
SCALE (AN: F100 G07 J

SCALE (A3):1:200

foal
a 7.00m

3.00m,

 

[PRIVATE OPEN SPACE BUFFER |

- LOT 172 -

SECTION (D>)
SCALE (At 1100 G07)

SCALE (A3):1:200

   
 

SCALE (A): 100° (4077

SCALE (A3}:1:200

TIN 4& MAX.
- LOT 175 -

  
   

SECTION (8)
SCALE (Atl 1100 G07)

SCALE (A3}:1:200

FIRE PROTECTION ZONE

 

- LOT 168 -
4 Ns —
a
SECTION (E
SCALE (At): 1:100
SCALE (A3):1:200 YW we
a EXISTING
DEVELOPMENT

 

1 IN 4& MAX. o
EXISTING
~ LOT 74 DEVELOPMENT
SECTION (C)

2 EXISTING
| DEVELOPMENT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

“yh (GRADE AT 2.0% - LOT 181 - |
/ Y
A \ % Vy fs 901 SECTION (A)
LE: N1078-108.uq_DATE. 10-04-2014 TIME: 0927 , Sree a 7 ‘ SCALE (ATE 100 107)
iXref's: XCNBOIECHT X-NBBO78-BASE X-N13078-BULK EARTHWORKS X-N13078-CONTOURS X-N13078-CUT-FILL USR: Joshua Beddow REFE R DRG N1307 ATION SCALE (A3}:1:200
Tear [ones bene] ONT SOE TENET TECROPT ho cer SEAN TE
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS er
mdr Tk eae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ (CONSULT AUSTRALIA BULK EARTHWORKS
te wow se om Ph (07) 5436 7888 Fax (07) 5493 6630 OKT wer Layout PLAN
pic DRAWN CHECK, PROJECT No. APPROVED IAUN PILCHER RPEQ 14593 Brown Consutthg (QLD) Pty Ltd
Hp vo 8 Z. “vamneve wets] LAKE DOONELLA NOOSA ; etc cs nt
" Led 16 lr ere, rig GD Aa 78 SRW WO TSU
a N13078 [Pee BRENT THOMAS RPEQ 7862 STAGE C1 - C6 Smart Consulting Tiphore 0754709260 Focsnle 075470 9262  EOheet “ern N13078-108
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Reader Corborn Mibomrie dychay Cagepon Senatine Coes: = Lic 4084

 

 

 

Page 10

 

 

NOTE:
REFER TO N13078-107 FOR BULK
EARTHWORKS NOTES AND LEGEND

 

 

 

 

 

   

    

16.90 \ /

   

 

  
 
    
  
 
   
      

 

71

CUT BATTER TO
JOIN NEATLY TO
EXISTING STAGE B

70

 

EXISTING
STAGE B

118 117

 

 

 

 

 

MINIMUM DESIGN REQUIREMENTS

- SURCHARGE LOADING ON BACKFILL

- POST AND FOOTING DESIGN TO ALLOW
FOR 1.8m HIGH FENCE

- MAX 1V:4H SLOPE BEHIND WALL

NOTES:

1. RETAINING WALLS TO BE CONSTRUCTED
TO MANUFACTURERS SPECIFICATIONS.

2. CONTRACTOR TO PROVIDE STRUCTURAL
CERTIFICATION FOR RETAINING WALLS

5KPa

 

 

BOUNDARY FENCE TYPICAL

DESIGN AND CONSTRUCTION.
3. FOOTINGS ADJACENT SERVICES ARE TO
EXTEND BELOW THE ZONE OF INFLUENCE.

 

 

 

VARIES
0.850 TYP

 

 

 

 

 

 

 

 

 

 

 

DETAIL BY BUILDER & OR
OWNERS FENCING CONTRACTOR

Zul leu,

<a| |\ga

8 3

35 38

ao 425 0.425 oo

ai TYB/T~ TYP “I

se, ee

es Iss

a7 | jo

ES.L. | oR
LZ, |
L|_-—concre re
SLEEPERS (75mm)
ty
400mm WIDE ty sf
GRANULAR FREE Sir
DRAINING MATERIAL CH
F.S.L.
ROR:

100 SLOTTED SUBSOIL DRAIN
WITH FILTER SOCK. DISCHARGE
TO STORMWATER SYSTEM

STEEL UNIVERSAL COLUMNS

150mm DEEP TURFED
SWALE DRAIN BEHIND
WALL DIRECTING FLOWS TO
ROOFWATER CATCH PITS
(WHERE APPLICABLE)

PB

0.75m.

ALLOTMENTS -

 

INTERNAL _BACK/SIDE BOUNDARY WALLS
HEIGHT 0.0m _< 2.0m

2.00m MAX |

 

 

 

TYPICAL CONCRETE SLEEPER RETAINING WALL
DETAIL AT FENCED BOUNDARIES

SCALE 1

 

 

 

20 (A1)

150mm DEEP TURFED
SWALE DRAIN BEHIND
WALL DIRECTING FLOWS TO
ROOFWATER CATCH PITS
(WHERE APPLICABLE)

Fea}
a

 
 
   

VARIES
2.00m MAX

- ALLOTMENTS -

 

    

1 IN 4 BATTER BETWEEN WALL
TIERS TO BE LANDSCAPED. REFER

- ALLOTMENTS - LANDSCAPE ARCHITECT'S PLANS.

 

- ALLOTMENTS -

 

 

 

2.00m MAX

INTERNAL

 

BACK/SIDE BOUNDARY WALLS
HEIGHT 2.0m _< 3.5m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

. > _ — Vos / SCALE 1: 50 (A1) SCALE 1; 50 (A1)
sts NOTE CENDUTO BASE KeNDUTE BULK EARTHWORKS X-N13078-CONTOURS venrone cur. bE ER mDRG N13078- 1 08 FOR CONTINUATION
Tar [ous [an] SORE TEREST TROT Ne crn SHARE TE
‘AMENDMEN? 8 DESIGN CHECK SURVEYOR: RPS

fe For Pr [ea r oer 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES B ROWN con AUrTINUA BULK EARTHWORKS
4 Ph (07) 5436 7888 Fax (07) 5493 6630 LAYOUT PLAN
i 8 = ‘0 pa PRO.ECT Wo. TPPROVES San Leann Le AKE DOONELLA NOOSA Brown Cans (4D) Pty La ean SHEET 3 OF 3

. MATHEW HILL RPEQ 11578 , Level 3, 16 Imovetion Parkvoy,Rirtnge QLD Australia 4575.
ile N13078 (Pee sie a en STAGE C1 - C6 Smart Consulting ‘literate tein abtanict Gagay [owns wm N19078-109 wane
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD (Rinker Corbous Mbouwe Sycny Waqupone Sentine coast = Lic 4084

 

 

 

Page 11

 

N13078-111 FOR CONTINUATION

 

 

          
  
 
  
 
 
  
   
 
 
 
  
    
 
  
          
 
 
      
 
   
      
   
   
 
 
  
  
  

REFER DRG

  

   

r << SSK OSS “yey 9g / L - LEGEND

CAUTION I SAG = oe REFER N13078-130 FOR 7 /

UNDERGROUND E BASIN ACCESS DETAILS. ef / PROPOSED STAGE BOUNDARY
TELSTRA REFER SEQ R-050 FOR ‘ PROPOSED FINISH SURFACE CONTOURS
CABLES DRIVEWAY CROSSING DETAILS. EXISTING SUREACE CONTOURS

,.elstra — - | PROPOSED STORMWATER DRAINAGE

& / . < coy, Ye PROPOSED AC
vo |e \ ay f,
MOUS ENG W TRS MERIT PA REFER 13078 12h FOR PROVIDE 4.0m? ROCK PROPOSED) RODE WATER DRAINAGE
CABLES EXIST IN THIS IGNTY- | ISLAND SETOUT DETAILS ee PROTECTION Dsg = KERB ADAPTOR (2 PER LOT) - REFER NOTES

200mm L = 2.0m
901

PROVIDE 4.0m? ROCK PROTECTION

150H uPVC ROOFWATER CONNECTOR PIPE TO PIT|
2.6m WIDE DRIVEWAY AS PER SEQ R-050.
REFER TO LANDSCAPE DRAWINGS FOR COLOUR
& SPECIFICATIONS.

LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.
/

 

 

 

 

 

DANGER I! Lo,

4A
Dsp = 200mm L = 2.0m BA e
| ( wy 0 INTERSECTION THRESHOLD TREATMENT REFER
UNDERGROUND MEAN 2 t DRAWING N13078-125 FOR DETAILS.
ELECTRIC CABLES | /

EXISTING KERB (TYP.) PROPOSED FOOTPATH

KERB TRANSITION (OVER 1.0m)

       

  

 

 

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‘energex Yi Sr Lo RS . s cs PROPOSED SEWERAGE RETICULATION
. —- Z
UNDERGROUND ELECTRICITY h PROVECTICN fs OK —— PROPOSED WATER RETICULATION
CABLES EXIST IN THIS VICINITY. > on 1 <<< __ PROPOSED SERVICE CONDUIT (100mm DIA)
CONTACT ENERGEX FOR CABLE ||/ Je 200mm L = 2.0m | —/LOCKING RAIL AS PER /a mm
LOCATIONS. EXTREME CARE MUST & | STD DRG. GS-043 2 2 2 3 2 3 STEEL BEAM GUARDRAIL
BE TAKEN WHILST EXCAVATING. / D / =
& K 172, — of 5 , , POOL FENCE TO LANDSCAPE ARCHITECT'S DETAILS
js TP 72.800 3 la
1/ ke / ,=
RY Ye /, Lm a
J OST 780 g
) REFER N13078-129 FOR J 67 a
1/ xe | FAUNA CROSSING DETAILS 7 J 07 on
Ws yy WTS
J INDUSTRIAL i 4 L/ TP 90.698 a
2 &P "| STRENGTH | 902” y f= 7" oo oO
/ CROSSOVERS Ao Y a
& 7 PROVIDE 6.0m? ROCK PROTECTION © “fe bs ~ <r ROADWORKS AND DRAINAGE NOTES
yo . . / , ‘0 1a
joPsn = 200mm C= 3.0m | 7 Se 1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT
| py ry A ir) NOOSA COUNCIL STANDARD DRAWINGS AND. SPECIFICATIONS.
REFER |.P.W.E.A.Q. STD. DRG. J] 2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND
| | WSUD-006 FOR WEIR DETAILS 7 4 MAIN ROADS DEPARTMENT PERMITS PRIOR TO COMMENCING WORK.
| / ) /, Pr ly ee ce 7
, | TE 116.759 oo 3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL
0 a7e ay EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
rN ¥ SHALL BE RESPONSIBLE FOR RECTIFICATION OF ANY DAMAGES TO
\" 475 EXISTING SERVICES WHICH MAY OCCUR. THE LOCATION OF EXISTING
TP ‘aga SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY.
Y be 135.559 4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY
STEEL BEAM GUARDRAIL IN 7 HOUSEHOLDERS EITHER BY DUST, NOISE, FLOODING, SILTATION OR
TO T.M.R. STD. DRG. 1474 XG] J / DISCONNECTION OF SERVICE.
RS Z
REFER N13078-128 FOR J 2A 7 5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY
BASIN ACCESS DETAILS. Uo BE VARIED AS REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION
- 1] SINDUSTRIAL STRENGTH AND THE CONTRACTOR SHALL INCLUDE THE COST OF THIS WORK IN
UY y SROSSOVERS THE TENDER PRICE. WHERE NEW WORK JOINS EXISTING, THE
Ke | ZA A EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300mm TO ENSURE A
7 oy BL | NEAT JOIN. THE WORK SHALL TRANSITION NEATLY WITH THE
WY 7 SA PAVEMENT SO THAT THE DEVIATION FROM THE LINE OF 3.0m
26 Y i STRAIGHT EDGE SHALL BE NO GREATER THAN 10mm.
FIRE PROTECTION ZONE 6. ALL FILL AREAS SHALL BE CLEANED OUT TO SOLID AND INSPECTED
PRIVATE OPEN SPACE BUFFER BY THE SUPERINTENDENT BEFORE FILL IS PLACED.
‘ [s 7. ALL ALLOTMENT EXCAVATION AND FILLING SHALL BE COMPACTED TO
> N 4 NOT LESS THAN 95% DENSITY RATIO (TO AS 1289-5.1.1 - STD.
' [S| FIRE PROTECTION ZONE / COMPACTION)
~ ie STAGE C1 PRVATE OPEN space BUFFER / 8. ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED
KERB LEGEND S je * AND THE CONDUITS RODDED AT THE PRE-SEAL INSPECTION WITH

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

 

—— — — |.P.W.E.A.Q. SEMI-MOUNTABLE KERB TYPE SM3

 

   

 

at If | [2 serour une
3

L_= AS SPECIFIED ROCK SIZE (D.,): 75mm (MIN COMPACTED THICKNESS) OF APPROVED TOPSOIL AND
|.P.W.E.A.Q. CONCRETE INVERT REFER D® NOTE FOR Dsp ON THE ENGINERSING PLANS SHOW ROCK WORKS GRASS SEEDING OR TURFING AS DIRECTED.
“_assocareo ROCK SIZE. DENOTED AS HAVING SIZES OF Dsp. Dsp CORRESPONDS 10. 80% GRASS COVERAGE MUST BE ESTABLISHED BY THE “OFF
——--——-- — .P.W.E.A.Q. BARRIER KERB TYPE B2 OX TO THE MEDIAN DIAMETER OF WHICH HALF OF THE ROCK MAINTENANCE” INSPECTION
ml\C SIZES SHALL BE GREATER AND HALF OF THEM SHALL

BE SMALLER. THE ROCK SHALL BE WELL GRADED AND 11. ALL STORMWATER PIPES [email protected].

—— --—— .P.W.E.A.Q. MOUNTABLE KERB AND CHANNEL TYPE M1 HAVE A MAXIMUM SIZE NO GREATER THAN 30% AND A
1s - MINIMUM SIZE NO SMALLER THAN Dsp. FOR EXAMPLE IF

Dsp = 400mm IS SPECIFIED, THE EQUIVALENT ROCK

TT NPWAEA.Q. BARRIER KERB AND CHANNEL TYPE B1 (300mm) = ROCK PROTECTION DETAIL DIAMETER RANGES FROM 280mm TO 520mm.

FILE, NTB078-10.dwg DATE: 16-06-2014 TIME: 08:45 NTS.
Xref’s: X-NIBO78-TIT X-NIB078-BASE X-NT3078-ROADWORKS AND DRAINAGE X-N13078-CONTOURS USR: nathan taylor

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rar [ous on —— a SORE TETREST RR ca > SaaS TE
mdr Tk eae — 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q (CONSULT AUSTRALIA ROADWORKS AND DRAINAGE
als Ph (07) 5436 7888 Fax (07) 5493 6630 —_ ww LAYOUT PLAN

ir | | Ae SESE] LAKE DOONELLA Noosa Smart Consulting MTSE wseivos eet SHEET 10F ¢

e N13078 Z. ‘mart Consultin: 16 lmreon Pty Dig CLD Auta 275. Ebel Seas nae TaSUE
He ive romacunceartie STAGE C1 - C6 6 ee ose Bel N13078-110

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 12

  
 

 

  
 

 

 

 

 

 

 

 

 

     
  
   

 

 

REFER DRG _N13078-112 FOR CONTINUATION
NOTE: : s INDUSTRIAL oS i"
REFER TO N13078-110 FOR ROADWORKS = : 129 ISTRENGTH x | RS
AND DRAINAGE NOTES AND LEGEND. oS CROSSOVERS REFER ROOFWATER” ay,s
= EXISTING 525@ RCP. SWALE DETAIL.
we! |] A | LOT 904
DANGER !! CAUTION I & ~) ‘Twos [iso SP 221501
= - 2; Si
y | CUNDERGROUND ON enorcaN . SS e\s
| ELECTRIC CABLES CABLES a w | FUTURE
aS fon =| DEVELOPMENT
a ws @ 1)
s af [7
0D

VW...

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

 

 

 

 

 

 

UNDERGROUND TELECOMMUNICATION

qelstra

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

 

 

 

 

EXISTING 375D RP.

y

CONSTRUCT NEW MANHOLE OVER

EXISTING 375@ RCP. DEMOLISH
AND REMOVE REMAINING PIPE
AND HEADWALL DOWNSTREAM

 

/ INDUSTRIAL
STRENGTH

cROSSO)

 

 

 

!

VERS

|
CONSTRUCT NEW MANHOLE /
OVER EXISTING 525 RCP.
DEMOLISH AND REMOVE

REMAINING PIPE AND J
HEADWALL DOWNSTREAM

{ lf
INDUSTRIAL
STRENGTH
CROSSOVERS

 

 

 
    
  
 
  
  

 

    
 
  

 

 

v J
\ fH
J
REFER N13078-130 FOR

Qo

 

    
    

BASIN ACCESS DETAILS. °

 
 

260

 

 
 
  
 
 
 
 
 

 

 

 

 

PROVIDE 4m? ROCK”
PROTECTION Dsg = _
“"S 200mm L = 2.0m <>

BECKMANS
GREEN
LOT 900

\. SP221501

 

 

EXISTING SEWER

 

Dsp = 200mm L = 3.5m
FOOTPATH TO JOIN TO/ ,
EXISTING NEATLY,

ROAD AND GULLY PITS
EXISTING 2/1200",

  

 

 

  

REFER OUTLET
ROCKWALL DETAIL ON
DRG. N13078-131

PROVIDE 4.0m? ROCK /
PROTECTION Dsp = Ji
200mm L = 2.0m ff
REFER L.P.W.E.A.Q. STD. ORG.
WSUD-006 FOR WEIR DETAILS

> PROVIDE 4.0m? ROCK
PROTECTION Deg =
200mm L = 2.0m

THROUGH

   
    

     

EXISTING DEVE|

  

 

 

 

 

PROVIDE 13.0m? ROCK PROTECTION

DEMOLISH AND REMOVE EXISTING

 

LOPMENT

 

 

DANGER !!

UNDERGROUND
ELECTRIC CABLES

WZ...

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

 

 

 

 

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.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4
4 ye > / Y
. \ s ’ ® fe.
REFER N13078-124 FOR i \ My RY PROVIDE 4.0m? ROCK
ISLAND SETOUT DETAILS . « 158 \ ti , Wy wy / f= protection Dso = Gr
o g 7 ~ WY A / 200mm L = 2.0m -
Ss. X Loy 7
SS: \ nef “gy Yy YAR Gin? y jo
AY VER a \ 157 ‘ See Y lt Wh 7 re va
ec SDA AC NDTS-UASE X- MBO ROADWORKS AND DRAINAGE X-N13078-CONTOURS USR: nathan taylor REFE R DRG N13078- 110 FOR CONTINUATION
Sar ee SET OTT ca SR RRETTE
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS a
aa A ROS SI x OM PROPERTIES BROWN ~s Ei nein
‘ ax 6 A
AD meee] et 10 aN PROJECT No, APPROVED SHH PLOER EO va LAKE DOONELLA NOOSA Brown Consult (1D) ty Le ean SHEET 2 OF 3
0) ' s MATHEW HILL RPEQ 11578 , Lave 3, 16 lmovafon Parks, litngs QLD Aula 4373
Te N13078 ZA Pee BRENT THOMAS PED STAGE C1 - C6 Smart Consulting i} rorina teva tea tania Grey | StWRE woes w13078-11 wove
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Reader Corborn Mibomrie dychay Cagepon Senatine Coes: = Lic 4084

 

 

 

 

 

 

Page 13

 

 

 

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

 

 

 

 

 

 

 

 

 

 

UNDERGROUND

UNDERGROUND TELSTRA
ELECTRIC CABLES

CABLES | / s |
uelstra
energex &

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

 

 

 

 

 

 

 

\

 

)
,
%
oe

/

  

  

 
    
  
   

 

EXISTING TEMPORARY
TURN AROUND TO BE
REMOVED AND ROAD TO
JOIN NEATLY TO EXISTING

     
 
      
  

 

TP 126.797 =

 

  
  

MORINDA

7 CRESENT

 

  

EXISTING
STAGE B

 

 

 

 
 
 

 

 

 

 
   

  

PROVIDE GLUED CAP TO
0,60m,

END OF EXPOSED eM
L}

PB

 

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.

 

 

 

 

0.20m

 

 

BEND AS REQUIRED

JOIN 2.0m FOOTPATH
NEATLY WITH EXISTING

     
      
  
 
  
  
 
 

 

150 uPVC PIPE TO GULLY PIT

ROOFWATER UNDER
RETAINING WALL DETAIL

SCALE

PB

 

1.50m TURFED SWALE 5

 

 

 

1: 50 (A1)

ENSURE SWALE GRADES
TO FIELD INLET 3
1.50m .

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ROOFWATER NOTES

1. SET OUT POINT FOR DRAINAGE STRUCTURES IS TO
THEIR GEOMETRIC CENTRE.

2. ROOFWATER PITS SHALL BE IN ACCORDANCE WITH

LP.W.E.A.Q. STD. DRG. D-0110.

HOUSE CONNECTIONS EXCLUDING INSPECTION PITS

SHALL BE LOCATED 4.0m UPSTREAM OF THE SIDE

BOUNDARY UNLESS SHOWN OTHERWISE.

a 4. ROOFWATER DRAINLINES SHALL BE BEDDED AND

SURROUNDED WITH SAND TO 100mm ABOVE THE

CROWN OF PIPE.

HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0m

PAST ADJACENT SEWER LINES.

ROOFWATER DRAINAGE PIPES TO BE uPVC (100%

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ke K 117
7 /
CONSTRUCT PRAM RAMP TO'ALIGN WITH SLES ON ROOFWATER SWALE DETAIL wi ROBBER RNG OMS.
EXISTING SEA-EAGLE DRIVE CONCRETE ISLAND. ~~ NTS. :
ee £ iy 7. MINIMUM COVER TO PIPES TO BE 450mm AND TO SUIT
l *,. ¥ FINISHED SURFACE LEVEL.
TIE KERB RETURN NEATLY g SS 8. ENDS OF PIPES AND STUBS TO BE CAPPED.
INTO EXISTING KERB, (TY? .)=7 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
1) i ARE CONSTRUCTED, PROVIDE A FULL HEIGHT
/ ROOFWATER KERB ENTRY ADAPTOR WITH 100% uPVC
PIPE (CLASS SN6) AT 1.0% MINIMUM GRADE
1 ‘| 20 EXTENDING PAST THE CONCRETE FOOTPATH TO THE
| ' PROPERTY BOUNDARY (2 PER LOT). ALTERNATIVELY,
! | TP 122.662 KERB ADAPTORS ON ZERO LOT BOUNDARIES ARE TO
1 BE ALIGNED AS PER THE DETAIL ON THIS DRAWING.
/ - FUTURE ROAD
| 1 aia
i 140
Ss INDUSTRIAL
= 129 STRENGTH
=
oS CROSSOVERS REFER ROOFWATER”
xs EXISTING 525B RCP. w@ 128 SWALE DETAIL. STDP woad Pavenent wareniat PEO EXCAVATOR COMPACTION WHEEL ALLOWED AT
os i 2 ony S= a DEPTHS OVER 1000mm ABOVE TOP OF PIPE
ws ’) LOT 904 ——— a.
w 160 SP 221501 A eonpactén 1 VIBRATORY TRENCH ROLLER (AMMANN RW1404-850 OR SIMILAR)
= _ A Mpoares AX ALLOWED AT DEPTHS OVER 600mm ABOVE TOP OF PIPE
ly SV 7] -CBR 15 MATERIAL- {<
hy FUTURE Opa VIBRATORY Raver (es6ry OR SWILAR) ALLOWED AT DEPTHS
7 ns my mm IPE
a DEVELOPMENT Ao
= JS
a AK 7 x
° > AN > SIDE ZONE
CONSTRUCT NEW MANHOLE | ROOT IO x HAUNCH ZONE
OVER EXISTING 525 RCP. S| a] als BED ZONE
DEMOLISH AND REMOVE -| x} sis 2_x_DIA.
REMAINING PIPE AND Ss} my SIF (MIN. 300mm)
u| cI x
HEADWALL DOWNSTREAM x 2 2 TRENCH DETAIL TO ROADWAYS
io, 133 e/S TYPE HS2 SUPPORT
/ \ “le SCALE: N.T.S.
\
/ |
I \ . ?
pets XeNBOTECHT A NBDE BASE XNSOTE: ROADWORKS AND DRANAGE YenBOTE-CNTOWRS USR AER DRG N13078-111 FOR CONTINUATION
Tear [ones bene] ONT SORE TMETREST TACROFTN Coen DRAWN TTT
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS a
— ae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES BROWN CONSULT AUSTRALIA ROADWORKS AND DRAINAGE
Ph (07) 5436 7888 Fax (07) 5493 6630
ik cr pee |e PBR ea es = wd LAYOUT PLAN
D DRAWN CHECK ‘e IN PILCHER RPEQ 14593} Brown Consulting (QLD) Pty Ltd
Np ‘1000 3 ZA SMATHEW LL REG STS LAKE DOONELLA NOOSA ; EE TE OD a aries Eel
ie N13078 (poo BRENT HOMAS RPE Tat STAGE C1 - C6 Smart Consulting i} rors tev ei a tania Grey [Ste Koes W19078-112 iaave
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Readers Corbwrn Mbomee dychay Gagepon SenntineCoes: = Lic 4084

 

Page 14

 

REFER TO JOIN TO SL
EXISTING PAVEMENT DETAIL

CH 00.000

START OF WORKS

CH 14.000

INTERSECTION SEA EAGLE DRIVE

INTERSECTION CARISSA PLACE

 

 

 

 

 

CH 95.160

 

CH 136.415

INTERSECTION DODONAEA CLOSE

 

(. CH 161.709 RL 11.219

CH 243.446

CENTRE OF CUL-DE-SAC

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

BASE SUB BASE |LOWER SUB BASE
A TOTAL
ROAD STREET CLASSIFICATION TRAFFIC ASSUMED | SURFACING fy ts) BOX
ESA's CBR (mm) :
(TYPE 2.2) | (TYPE 2.3) (if required) (mm)
AGATHIS PLACE ACCESS ROAD 5 x 10° 3 30 100 150 380

 

 

 

 

 

 

 

 

 

 

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.

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).

 

150 150

| MIN.

 

EXIST. EDGE OF BITUMEN

AC SURFACE \
PAVEMENT AS secceey_/

 

 

EXISTING PAVEMENT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

z Fe a JOIN TO EXISTING PAVEMENT DETAIL
= iS a NTS
VC 60.0 VC 30.0
(R751.0} (R481.8)
-albabte -abi6e% 228% 5.000%
DATUM RL -2.0
CUT (-) 7 FILL BRRaee 28 SSS Se5 8 § apasigScese f8 Sse
LHS LIP LEVEL a5 58205 5 2 ages 3
® J Ie ®
RHS LIP LEVEL 3 ag ® 5 5 a 3
EXISTING SURFACE & Bea 8R5 as a a|8 g 88 2 q Za88 a8 aie
HORIZONTAL CURVES R500 R750
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-113.dwq DATE: 11-04-2014 TIME: 09:07
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
Tas [ons [nw] One soon SORE TETEET caer > SAWN TE
~~ te A fan “eewes owe ™ te {2030 a SUNNEVATION PARKWAY, BIRTINYA QM PROPERTIES q CONSULT AUSTRALIA AGATHIS PLACE
tr SORZONTAL Ph (07) 5436 7888 Fax (07) 5493 6630 —_ DT LONGITUDINAL SECTION
B[C Drawn check} 1.100 0 2 A APPROVED SHAUN PILCHER REQ 14593 Browm Consult (QLD) Pty Ltd a]
Hp 200 3 Le ati HL ea 78 LAKE DOONELLA NOOSA i Al Veen ore rie CLD a 75 RAVING NOMBER
if rare war nbulermoeane ant STAGE Ci - C6 Smart Consulting eisaeraiem ems N13078-113

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 15

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

w
© 2
a a
- LOT 155 -
- INTERSECTION DODONAEA CLOSE -
CH 140.000 \ DATUM RL_9
| FINISHED RL 12.154
I
- LOT 156 -
6.00m, 400m 1 3.00m | 3.00m 450m, |
F 0.90 | 301 Ac. SURFACING
90m mm AC.
GRADE vy, cr re ge
~ : ~ . J
T Max Z
2
a
i © 2
CH 120.000 : DATUM _RL11 - LOT 149 -
FINISHED RL 13.877 ~ LOT 154 -
I
CH 220.000 DATUM RL_15
. FINISHED RL 16.009
- LOT 156 - *
- INTERSECTION CARISSA PLACE -
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 - a a ROTATE CROSS FALL
TO -2%, 3.0m EITHER SIDE
OF CHAINAGE 162.000
o i
Ne ay
CH 60.000 | DATUM _RL16 TYPE ‘B1’ 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 3.75m | 3.75m 1 4.50m VARIES 3|
- LOT 158 - 30mm AC. ‘SURFACING | S
he)
LING ta awe
aa 3% | 3% 2%
1.2m CONCRETE FOOTPATH TO L B
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: 11-04-2014 TIME: 09:11
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
Tear [CAs ean] ONT SORE TEREST TACROPTN Coen DRAWN TTT
AMENOMENT DETAILS Desion cnecK SURVEYOR: RPS
aa 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ AGATHIS PLACE
ie 100 10 23 4 os Ph (07) 5436 7888 Fax (07) 5493 6630 moe CROSS SECTIONS
8 C prawn cncx| 12°? 8 PROJECT Wo APPROVED SHAUN PILCHER REQ 14593 LAKE DOONELLA NOOSA Pry at
. Ze . yl .
ile N13078 i bvET TDS 40 Td TAGE Ci Smart Conseelting ‘tunis in bin a eats Ca oe Ke aa
sir FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD S GE C1 - C6 ‘Aha Capron Bantireoee —L1c 4084 N13078-114

 

 

 

 

Page 16

 

 

 

 

 

 

 

 

 

 

  

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE
TRAFFIC ASSUMED | SURFACING (mm) (mm) (mm) TOTAL
ROAD STREET CLASSIFICATION EA's CBR nm) (CBR 60) (CBR 45) (cBR'15) BOX
(TYPE 2.2) (TYPE 2.3) (if required) (mm)
CARISSA PLACE ACCESS ROAD 5 x 10° 3 30 100 100 150 380
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

js ol NOTES:
als Sin 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
ale wi TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
ol” os 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
= S 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
El ° 4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
S uy UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
wi
Ss co
2 E
oO rT
Ww oO
oc
wi
E
=
3 pp
z tL
= Ll
Rs <
3 8 g
le z =
2 5 s
& & &
ja 2 a
VC_10.0 VC 30.0 VC 50.0
(R285.7) (R4&89.8) (R891.4)
-3.000% 0.500% 6.625% 1.016%
DATUM RL 5.0
el elsigigisigiaisisisisia/sisis/ sl asl ag
CUT (-) 7 FILL S sessssasssgss3 3 | 83) OSS
LHS LIP LEVEL sega agesescsess3 5 2
® g eelalsisie] a) s 5 ®
RHS LIP LEVEL 4 agigelciel el s 3
3 eletssl sled ele all ovis
DESIGN SURFACE 3 8 a8 3) 8 a) gis
al dulaleleleelelelsiaiciaigle s| e s-| alal
EXISTING SURFACE QR se See aR RSs sss 3 si qe) aS
2] Oa eyja a cel sisicieicieje| es as a|&I
slelyigisielsigaisisiga|e| 8 33, 38
CHAINAGES s| sa aajssaasyaysjajaieis| &| gS eicl ala
g| cjelzlelsieialasisisisjsjeja) e| gg 3
R25.000 R14.000
HORIZONTAL CURVES
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: W78-115.dwg DATE: 11-04-2014 TIME: 09:13
Xpefs: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
sar [ence an] On SORE TETEET TROOP To caer DRAWS TTT
AMENOMENT DETAILS DeSiaN cHecK SURVEYOR: RPS a
~~ te A fan te Oh? 2030 _ 40 sd a 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q CONSULT AUSTRALIA CARISSA PLACE
ae SONeNTAL Ph (07) 5436 7888 Fax (07) 5493 6630 —_ wD LONGITUDINAL SECTION
pic prawn cHeck| 1100 2 1 0 2 4 oa PROJECT No. APPROVED SHAUN PILCHER RPEQ 14583| Brown Consulthg (QLD) Pty Ltd
ale LAKE DOONELLA NOOSA : wigs Ea
HE wm VERTEAL ©) N13078 (Fee faeans baa STAGE C1 - C6 Smart Conseelting ‘tunis in bin a eats Ca oe Ke N12078-115 aa
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Rinbene Corboun Wilbomrin Aychiny Cagwpone Gemetinecoet Lic 4064 -

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 17

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

   

 

 

 

 

 

 

    
   
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2
2 16.00m ROAD [email protected] 5.00m _.__3.00m 300m, 5.00m 6.00m |
- LOT 170 - | 0.90m - LOT 163 -
VARIES 2.0% 3.0% 3.0% 2.0% rm VARIES
CH 100.000 DATUM RL_17
FINISHED RL 18.849
a
- LOT 163 -
o
CH 80.000 DATUM RL_15
FINISHED RL 17.861
© - LOT 163 -
STEEL BEAM GUARDRAIL
TO TMR STD. DRG 1474
2 he
0
BIO BASIN ‘A’. REFER DRG
N13078-132 FOR DETAILS.
CH 60.000 | DATUM RL_11
FINISHED RL 16.556
ual
2
©
S
a
8
TYPE ‘BI’ KERB AND CHANNEL
TO IPWEAQ STD DRG R-0080. ! - LOT 162 -
1.2m HIGH POOL TYPE FENCE TO.
LANDSCAPE ARCHITECTS DETAILS. —~
2 | [3 REFER N13078-109 FOR
H RETAINING WALL DETAILS.
BIO BASIN ‘A’, REFER DRG TYPE ‘M1’ KERB AND CHANNEL
N13078-128 FOR DETAILS. TO IPWEAG STD DRG R-0080.
1 SUBSURFACE PAVEMENT DRAIN
ier | i TO IPWEAQ STD DRG R-0140.
CH 40.000 | DATUM RL 11
T FINISHED RL 15.742
I
© 0
a 24.00m ROAD RESERVE i a
- LOT 162 -
ROTATE CROSS FALL 2.85m 3.00m } 3.00m 1 3.50m,
TO -2%, 3.0m EITHER SIDE 30mm AC. SURFACING 145m
OF CHAINAGE 20.000
[3 3.0% 3.0% 2.0%
BIO BASIN ‘A’. REFER DRG 3 lI
N13078-128 FOR DETAILS. S.
2 2
1.2m CONCRETE FOOTPATH TO
H L.P.W.E.A.Q STD. DRG. R-0065 - LOT 169 - oom 70% — LOT 164 -
CH 20.000 DATUM RL_11 CH 120.000 DATUM RL_18
il FINISHED RL 15.588 T FINISHED RL 19.389
E |
e
g
&
FILE: N13078-116.dwq DATE: 29-01-2014 TIME: 16:53
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
Taar [ones enw] OAT SORE METRES T TACROPTENT Ne STENT DRAWN THE
AMENOMENT DETAILS DesiGn cHecx SURVEYOR: RPS a
~~ te A fan 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q CONSULT AUSTRALIA CARISSA PLACE
ie mo 1 0 1 2 3 6 Sm Ph (07) 5436 7888 Fax (07) 5493 6630 = wD CROSS SECTIONS
N 1:200 AR OS FH T
B[c DRAWN CHECK| PROJECT Wo. APPROVED SHAUN PILCHER RPE. 14583 Brown Consult (QLD) Pty Ltd
Ho N13078 LE aw HLL REG TE LAKE DOONELLA NOOSA Smart Consultin ET ye oo amines 20 boxememmre _
NE BRENT THOMAS RPEQ 7862 STAGE C1 - C6 Ig Tolphene 07 54709260 Fucsle 0754709262 Sob N13078-116
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Rinbene Corboun Wilbomrin Aychiny Cagwpone Gemetinecoet Lic 4064

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE] gta,
TRAFFIC | ASSUMED | SURFACING nm) nm) nm)
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 5 x 10° 3 30 100 100 260 490
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ws on
ols ed
<{s Hl
ae 1 (oo
alx wa) NOTES
ol ae 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
= 5 TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
EI o 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
g 5 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
= Lu 4, WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
o fe UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
5 a
ww Oo
n
oc
wi - LOT 174 - 2 2
z - LOT 176 -
A —
ZA I oa
3 \
5 CH 100.000 | DATUM RL_13
s FINISHED RL 15.887
S | «
a o 7 a 6.00m - LOT 176 -
a 2
7)
mm] - LOT 172 - eT
= 1500 x 1200 RBC ——
FAUNA CROSSING gr
I
0
CH 80.000 DATUM RL_12
FINISHED RU 14.455
450g rcp cutvert ~/) 2
~
| fe 2 a
gs a =
a) & = 5
zie z z
s|E z z
=| & = = | DATUM RL 8
Ve 10.0 VC 40.0 VC 30.0 wl FINISHED RL 13.160
(R666.7) (R548.7) (R1075.1) oe 5! =
-3.000% 0.500% 191% 5.000% 8
-1.000%,
DATUM RL -2.0
SPRAY CONCRETE FINISH
glslaialalcloisl alm els slzl ald TO CORRIDOR CROSSING.
CUT (-) 7 FILL Ssle8gi8Sz) s 8 ss gs) Baie 4.2m CONCRETE FOOTPATH TO
WAslasfssjaap S/S) {ls sls} SJs/s LP.W.E.A.Q STD. DRG. R-0065
Sglg= Sq Ssis}s sis ———
LHS LIP LEVEL Ssgsg Sa Baa ss _ ff a
® ®
a asl gl | as
RHS LIP LEVEL q g5 8 @ BR CH 40.000 | DATUM RL_7
= = = = SF | FINISHED RL 12.488
DESIGN SURFACE sie3 Ss ss 8833 ss as a 16.50m ROAD RESERVE a
gas) Ss 9 sss 4 ele ae tam HIGH POOL TYPE FeNce To pe WARIES 5.00m 300m | 3.00m 5.00m VARIES
.2m
lal 6 aul lela al alal vlalelslalal LANDSCAPE ARCHITECTS DETAILS 30mm AC. SURFACING
EXISTING SURFACE 3) 2 Bela} SiS Bs/F 3) Be) sisiqays SPRAY CONCRETE FINISH 2.0% 3.0% 3.0% 2.0% >
asia sala] sf sale) s} aly) clejeisigis TO CORRIDOR CROSSING Ny = _ WG
SK i] V id OX _
VX SS el
ecleisiels| asi esigieie] Sis} sisleaisig SS ee
CHAINAGES sssaSasyss) ss) gees Se) ASS SRA |
galdelseigials| ols seis) se) 85) SS sis fo a
eo SUBSURFACE PAVEMENT DRAIN e!
TO IPWEAG STD DRG R-0140. 5 TYPE ‘Mi" KERB AND CHANNEL
HORIZONTAL CURVES 820.000 | R-200.000 CH 20.000 & TO IPWEAQ STD DRG R-0080. DATUM RL 8
FINISHED RL 12.345
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-117.dwq DATE: 11-06-2014 TIME: 10:06
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
mar Tons awe] Ore SORE METRES T TACROPTENT Ne STENT DRAWN THE
AMENOMENT DETAILS DESIGN cHecx SURVEYOR: RPS
mete Tk fea 1000 —— es — es, 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q coer DODONAEA CLOSE
ie ta000 HORIZONTAL % Ph (07) 5436 7888 Fax (07) 5493 6630 =< er LONGITUDINAL SECTION
c FRORECT
bic DRAWN CHECK] 1100 2 1 0 2 4M PROJECT No. ‘APPROVED SHAUN PILCHER RPEQ 14593| Brown Consulting (QLD) Pty Lt AND CROSS SECTIONS
ale LAKE DOONELLA NOOSA : wigs Ea
ie tam VERTEAL ©) N13078 (Fee faeans baa STAGE C1 - C6 Smart Conseelting ‘tunis in bin a ails Grey [ova women aa
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD - eee Gateer Mo toy awe tivo: Te Bh N13078-117

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 19

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE
TRAFFIC ASSUMED | SURFACING (mm) (mm) (mm) TOTAL
ROAD STREET CLASSIFICATION FSA's cer ‘mm (CBR 60) (CBR 45) (CBR 5) BOX
(TYPE 2.2) | (TYPE 2.3) (if required) (mm)
MORINDA CIRCUIT ACCESS STREET 5 x 10 3 30 100 100 350 580
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

NOTE
1.

 

Ss:

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.

EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ale wie 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
xe == 4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
of als UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
= wu
w/o er
o =
bE ° a
co z Z|
= 2g E
= 2
n
3 S
2 3
i a
z AC SURFACE BI 150, 150
\ x | MIN.
EXISTING PAVEMENT
[fr WA
PAVEMENT AS SPECIFIED
REFER TO JOIN TO JOIN TO EXISTING PAVEMENT DETAIL
EXISTING PAVEMENT DETAIL ss NTS
aS
ae
22
33
sos
a |
VG_ 30.0 Vc 10.0 wo | ~ LOT 75 -
(R518.8) (RI58.2) * a
11137% 2.0R083% !
- LOT 119 -
DATUM RL 6.0 os
!
CUT (-) 7 FILL See sggeagess CH _1480.000 | DATUM RL 16
aaa] s sass ae | FINISHED RL 17.471
2
lal] oleleol ||| Z|
a\giS) |S s/alala © Oy e
LHS LIP LEVEL age] ssa a 16.50m ROAD RESERVE a - LOT 73 -
|. ® VARIES, 4.50m 3.00 | 3.00m 450m . VARIES
cy | 1
&\al\S| 2 0.501 30mm_AC. SURFACING
RHS LIP LEVEL ees 8 - LoT 119 - | : | Le
a 2% 3% 3% 2%
Blals) 38 a) fl S|\9 1 IN & (MAX) TYPE ‘M1’ KERB AND CHANNEL
DESIGN SURFACE gigel de adele CH 1460.000 f | TO IPWEAQ STD DRG R-0080. DATUM RL _16
2.0m CONCRETE FOOTPATH TO a! SUBSURFACE PAVEMENT DRAIN FINISHED RL 17.244
melal we clelelmia LP.W.E.A.Q STD. DRG. R-0065 el TO IPWEAG STD DRG R-0140.
EXISTING SURFACE gigis} 35 ala R55 Z|
Sse) ee 22) 2) ee oa
Bae Sejessisiss
CHAINAGES ssis) Seisisigjslsiais
3]3/3) S]3/3)3/S)3/3)3)/2
R-20.000 R-20.000
HORIZONTAL CURVES *24,
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-118.dwq DATE: 11-06-2014 TIME: 10:22
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
mar Tons awe] Ore SORE METRES T TACROPTENT Ne STENT DRAWN THE
AMENOMENT DETAILS DESIGN cHecx SURVEYOR: RPS
mete Tk fea oon —— 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q coer MORINDA CIRCUIT
tn HORIZONTAL Ph (07) 5436 7888 Fax (07) 5493 6630 moe wD LONGITUDINAL SECTION
pic prawn cHecx| 1100 2 0 2 4 oa PROJECT No. APPROVED SHAUN PILCHER RPE. 14583 Brown Consulthg (QLD) Pty Ltd
ale LAKE DOONELLA NOOSA : wigs Ea
HE wm VERTEAL ©) N13078 (Fee faeans baa STAGE C1 - C6 Smart Conseelting ‘tunis in bin a ails Grey [ova women 1078-118 aa
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Rinbene Corboun Wilbomrin Aychiny Cagwpone Gemetinecoet Lic 4064 ~

 

 

 

Page 20

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE
TRAFFIC ASSUMED | SURFACING (mm) (mm) (mm) TOTAL
ROAD STREET CLASSIFICATION ESA's CAR ‘mm) (CBR 60) (cBR'4S) (CBR 5) BOX
(TYPE 2.2) (TYPE 2.3) (if required) (mm)
wis oR MULBERRY CLOSE ACCESS STREET 5 x 10° 3 30 100 100 260 490
S a
ms Os 1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE
wi als
a =
= 5
w oO
S 5 NOTES:
= w 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
° fe TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
2 Zz 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
wi oO 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
Zz & 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).
z
=
&
a
7 +
ee
|
Z
7
| - LOT 127 -
2 ' 2
- LOT 132 - |
E
eg & z
Rog Ps CH 60.000 DATUM RL 14
z z 1 FINISHED RL 16.129
a 8 g o | o
G ES a - 16.00m ROAD RESERVE “ - LOT 126 -
5 5 Ss ‘ 6.00m 5.00m 300m | 300m 5.00m VARIES.
a a. Eo - LOT 133 -
‘ | ; 090m wee
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FILE: N13078-119.dwq DATE: 11-06-2014 TIME: 10:24
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
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