06/1168 - Change a Development Approval [As Published] · 132006.1168.02

 

LEGEND

                

On. 4, yy

MODIFY EXISTING GULLY PIT AND

REPLACE EXISTING TYPE B1 KERB = REPLACE WITH TYPE 2 FIELD INLET «“/ \

WITH CONCRETE INVERT, REFER
IPWEAQ ORG SEQ R-080 Y
= JOIN NEATLY TO EXISTING

REMOVE EXISTING » KERB AND CHANNEL

FOQTPATH AS REQUIRED

 

            

= gee JOIN NEATLY TO

 

 

F —sv— av —

PROPERTY BOUNDARY

PAVEMENT WITH 2 COAT SEAL

PROPOSED CONCRETE FOOTPATH

TOP OF BATTER

PAVEMENT WITH 40mm DG14 SURFACING

STORMWATER LINEAND PIT, REFER ORG NO. C06

KERB RAMP, CENTRE AT CH 24.22, REFER IPWEAQ DRG SEQ R-090

EXISTING FOOTPATH , ‘
me ANTI PONDING PIT, REFER IPWEAQ. = —- ——- ~~ —— _ TOE OF BATTER
See ORG SEQ 0-068 FOR DETAILS

lie . Him Bem EXISTING STORMWATER LINE
we Pe ee e.

KERB ANO CHANNEL TYPE = 20.9 509297.473 4h

B1 TO KERB RAMP N 7078758.797

mE tm EXISTING ELECTRICITY

£509255.871 “<Y : .
N.7078752.793

2.5m WIDE CONCRETE FOOTPATH,
REFER (PWEAQ DRG SEQ R-065

   

  

ENTRY DETAIL

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

Bry

 

CONTROL LINE ROAD 01 SETOUT TABLE

Northing fea’ te

 

Pt hoinagd Easting Level | Searing A.Length

EXIST
20.386 [174°03°62F

 

PY 0.000
(P2 | 56.289

509271.695 17078779.479
509277.519 |7078723.492|

 

 

 

 

 

 

 

 

 

 

 

ENTRY SETQUT POINT AND DESIGN LEVEL SPACED EQUALLY ALONG KERB RETURN

CONTROL LINE
ROAD 01

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SCALE 1:200
ve
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w | FH . EXISTING SURFACE
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ats t .
ji .3 2 CoAT seat, - . _
. 1° DESIGN SURFACE | * I *
\ DESIGN SURFACE
|
: 100mm BASE
' 150mm SUBBASE
DATUM RL. 17.00 1 '
u
VERTICAL ALIGNMENT 4 DATUM RL. 15.00 - l see —_ a - . _ err =
CK 30
HORIZONTAL ALIGNMENT
LEVEL DIFFERENCE
BE . aa & a TURF TO BATTER
CUT -/FILL + a3 e 24 ta PRELIMINARY
DESIGN SURFACE LEVEL 4 8B of #& a 5 "7+. _ ue 10 BATTER 0.5 TURF | foe EXISTING SURFACE NOT FOR CONSTRUCTION
or 2 #2 a RR # pL. 25 xh. BSe oj 3Se 28 WL an —.. |
EXISTING SURFACE LEVEL ag 4 88 eg za bt a am Tt ep CUENTS | PEOPLE | PERFORMANCE
KERB AND CHANNEL wee DESIGN SURFACE a.
CHAINAGE is g 88 8 88 g 8 BI, REFER IPWEAQ ORG 2.5m WIDE CONCRETE FOOTPATH, ‘avons anes Vinge any OL0 4375 Aaron
S = = BS DATUM R.L. 17.0 NO. SEQ R-08¢ tOmm OG REFER IPWEAG ORG SEQ R-06S Terrors eiee Fair sat) B00
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LONGITUDINAL SECTION - ROAD 01 2 m + WIDTH OF ENTRANCE VARIES, CH 20 ‘00mm BASE GHO Job No, 41-2238
HORZ 1:50, ‘VERT 150 Scale 1:100 @A1 REFER DETAIL ABOVE Orewn & JOHNSON Designed 6 JOHNSON
PSMNo| s7N99977 0 1 2 3m Vert. 1:50@A1 0 4 8 1am ROAD 01 CROSS SECTIONS Gee PASS [ou Ze.
(AHD)RL | RL.24.204 ete SCALE 1:100 ‘Approves Rev
SURVEYED | _SCRC 6 10 20 30m = Horz. 1:500 @At Scale 1:200 @A1 on ry¥fasfio 1
E DRAWN TRANSPORT & ENGINEERING SERVICES EENIE CREEK RD - NOOSA HEADS] (227:
® CHECKED DESIGN SERVICES (NORTH) Su nshine Coa st GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT 1 21 06
B PROJECT REVIEW Nambour Office ° . ROAD 01 SECTIONS Drawing Shoot No,
A ENG. CERTIFICATION u Pane of Bury Street & Currie Siresi, Nambour. Regional Council
. 4 —t ocked Bag 72, Sunshine Coast Mall Contre, Nambour, QLD 4560 C008
Ryj DATE REVISIONS REG. APPR: RPEQ Not 6681 (Brian Pecties) Nambour ph(O7)$47598501  tax(07) Seat 6338 -AND SETOUT PLAN... JC