Original source · versioned page text
Approved Plans
’Lj I DIVERSION DRAIN
I-
Z
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c..
\ PT No.
SETOUT AND LEVEL TABLE
TYPE EASTlNG NORTHING LEVEL
l-
=>
o
I-
UJ
\ ~J
o
20
21
22
IP
IP
IP
7622.612
7623.644
7624.458
4751.752
4752.678
4753.675
3.460
3.445
3.428 050 Cl
Vl
Z
:;;:
Q:
ACCESS ROAD
150 BASE COURSE
PAVEMENT
GEOFABRIC PINNED AT
23 IP 7624.800 4755.363 3.405 2.594 2.500 1.0m CENTRES ON
iL!
24 IP 7624.564 4756.745 3.386 BATTERS
\ II 25
26
27
IP
IP
IP
7624.175
7623.834
7623.197
4757.424
4758.328
4758.976
3.376
3.363
3.328
3.0% 3.0%
o 28 IP 7620.005 4761.257 2.647
IEXI:DRAIN_ r-
_
_ _
\ --JI
_ -’
SECTION B-B Datum RL 0.0
~ ---
FINISHED RL 4.066
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Q:
./7 0.5 Cl VARIES EXISTING PAVEMENT
~
ENSURE THE EXISTING CON RETE
I
0":-~J ’i~~~~
<
ST’BlLlSE OPEN
SPOON DR’A1N-FRQM EENIE EEK
11N 2 BATTER
ROAD IS FREE DR
TO
PROP~q.
t’lING
_
.
EXISTING CUlVERT
SECTION A-A
ENSURE THE EXISTING CONCRETE
\ _
5.745m LENGTH OF EXISTING
_
~".Rl"
CONCRETE SPOON DRAIN
SPOON DRAINING FROM EENIE
CREEK ROAD IS FREE DRAINING
REMOVED
SUNSHINE COAST REGIONAL COUNCIL
TO PROPOSED 2 /900 RCP’s
APPROVED
TEMPORARY ACCESS ROAD WITHIN EENIE CREEK
OPW 13/0675 30 Sep 2013
D ROAD RESERVE TO BE
150mm BASE COURSE PAVEMENT (CBR 151
WITH SINGLE COA T PRIMER SEAL
TRUCK SHAKEDOWN AND WASH
LI~t
l ~t DOWN ST ABllISED AREA
t~Si
\ _.-
40-75mm CRUSHED ROCK
150-200mm DEEP PAD
\
.?~o", "CATTLE" GRID MET AL OR TIMBER
---~
\ SLEEPERS
200mm CENTRES
100mm HIGH (
3.5m MINIMUM LENGTH
-,"--
TRUCK SHAI(Eill!MJtJhQi,IMcH.67
N.T.S.
MAINTENANCE PROGRAM FOR TRUCK SHAKEDOWN
TEMPORARY SITE ACCESS ROAD LAYOUT DETAIL THE CONTRACTOR IS TO INSPECT THE ENTRY /EXIT AND WASH DOWN
AREA TO ENSURE THA T IT IS NOT SILTED UP OR DAMAGED. ALL WATER
USED DURING WASHING AND MAINT AINING THE AREA IS TO BE
1:10
0.1 0.2 0.3 0.4 0.5 (A1)1:10
DIRECTED TO THE BUND.
(A3)1:20
PR JECT: LAN: ISSUE:
N 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
..- BRISBANE SUNSHINE COAST CENTRAL QLD 10 20 30 40 50 (A1)1:1000 100
ROADWORKS -DRAINAGE LAYOUT PLAN Ml717E 2 R02 A
- -
PLANNERS
- Ai
C)
URBAN DESIGN ERS lOCAL AUTHORrTV REF:
-
-
dF~P BRISBANE
JFP House -
76 Ernest Street,
South Brisbane Qld 4101
SURVEYORS
ENGINEERS APPROVED
(A3)1:2000
DO NOTSCAU FfIIOMntlS OIIAWlNG. USl ONLY DIMENSIONS HtOVlOEO .I~ IN ()()UaT PUASE EHQUlIfIE
DESIGNED ope
NOOSA DOMAIN PlY. LTD.
SUNSHINE COAST REGIONAL COUNCIL
COUNCil REF:
... P 07 38447161 W www )Ip.comau O~~IC=:V ~~~~1 D~’::~’::!6 ope
LANDSCAPE ARCHITECTS A.~ OAAWN
PROPOSED DEVELOPMENT AT OPW12/0095
URBANe 0 N S U L TAN T S JfPlIRBANCON’UIlAN"Prv llO ’CN 05041’04’ ---.------------------------------
CHECKED ADF A ORIGINAL ISSUE FOR COUNCIL 23/08/13 DPC
OS.MARSH
RPEQ8068
OG.COlES
RPEQ8050
NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2
DATUM: AHO ISSUE: OETAILS: DATE: INIT: FILENAME: ROAD ORAINAGE.DWG
COf’Yll.IGHl Cl 2011 JfrUflllANCOHSUllAHTS ’’’’lTt) THIS PiXUMH(1 MAVNQllIlCOf’IEOOR IIIANSMm(OIH AHV FORM OfIIIY AM’ MfAP6IN ’AIIT ORIHW~l WtTMOVf THE WRInU~COHSlNT Of Jfl’URBANCONSUL’AHTh I’TY lrD
[OCR of page images]
DIVERSION DRAIN
SETOUT AND LEVEL TABLE
PT No. | TYPE | EASTING |NORTHING| LEVEL
20 IP | 7622.612 | 4751.752 | 3.460
21 IP | 7623.644 | 4752.678 | 3.445
22 IP | 7624.458 | 4753.675 | 3.428
23 IP | 7624.800 | 4755.363 | 3.405
ACCESS ROAD
150 BASE COURSE
PAVEMENT
ORAIN SETOUT POINT
GEOFABRIC PINNED AT
1.0m CENTRES ON
24 | IP | 7624.564 | 4756.745 | 3.386 ——s BATTERS
25 | IP | 7624.175 | 4757.424 | 3.376 ~
26 | IP | 7623.834 | 4758328 | 3.363
21 | IP | 623.197 | 4758.976 | 3.328 le .
28 | IP_| 7620.005 | 4761257 | 2.647 STABILISE OPEN DRAIN = x EXE T ORAM
1IN 2 BATTER oS Sas, —--
poet —— ~
ORIGINAL N{S
SECTION B-B | Datum RL 0.0
FINISHED RL 4.066
z
oO
2
-
5
3
E
a
z
Z|
055] VARIES 1920 EXISTING PAVEMENT
%,
rink
SPOON DRAIN-FROM EENIE steal DRAIN |
ROAD IS FREE DRAINING
SECTION A-A Datum RL 2.0
EXISTING CULVERTS \ snus LENGTH OF EXISTING
a SPOON ORAINNG FROM ENE. Ca ReeSOOe CRA
REMOV
CREEK ROAD IS FREE DRAINING EMOVED SUNSHINE COAST REGIONAL COUNCIL
TO PROPOSED 2 /900 RCP's
TEMPORARY ACCESS ROAD WITHIN EENIE CREEK oPpw 13/0675 30 Sep 2013
ROAD RESERVE TO BE
150mm BASE COURSE PAVEMENT ( CBR 15)
WITH SINGLE COAT PRIMER SEAL
TRUCK SHAKEDOWN AND WASH
DOWN STABILISED AREA
40-75mm CRUSHED ROCK
VEHICLE 150-200mm DEEP PAD
NTRY/EXIT
ZDUSIN ENTRYZE “CATTLE” GRID METAL OR TINBER
| SPOON DRAIN SLEEPERS
| exist EDSt ws 100mm HIGH @ 200mm CENTRES
3.5m MINIMUM LENGTH
CLEAN WATER IS TO
BE DIRECTED INTO
THE EXIST. DRAIN
VEHICLE ACCESS
IS TO BE CLEAR OF
SERVICES
TRUCK SHA\ H67
NTS.
MAINTENANCE PROGRAM FOR TRUCK SHAKEDOWN
TEM PO RARY SITE ACCESS ROAD LAYO UT DETAIL THE CONTRACTOR IS TO INSPECT THE ENTRY/EXIT AND WASH DOWN
AREA TO ENSURE THAT IT IS NOT SILTED UP OR DAMAGED. ALL WATER
1:10 USED DURING WASHING AND MAINTAINING THE AREA IS TO BE
. DIRECTED TO THE BUND.
(ene &
N 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Pans
15SUt
AN ENTRAL QL At 01020 3040 _50__(At) 1:1000 100 ROADWORKS -DRAINAGE LAYOUT PLAN M1717E 2 RO2 A
RBAN (A3) 1:2000 “— LOCAL AUTHORITY REF
SUNSHINE COAST REGIONAL COUNCIL
100 NOTSCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROMIOED-IFIN DOUBT PLEASE ENQUIRE
>> BRISE
F
= mi) et)
pesicneo] DPC NOOSA DOMAIN PTY. LTD.
Pp 40 Ww fi NGIN mee CaEManmey gparrasen yssareas | PEED BPE (COUNCIL REF:
URBANCONSULTANTS —— st --- m= AS MARSH a cnecre [ADF |_A_| ORIGINAL ISSUE FOR COUNCIL 23/08/13 | ppc | PROPOSED DEVELOPMENT AT OPW12/0095
Dhreaecss Orreaeoso ATUNGAND || Gk0e DITAAS pare Tut.| NOOSA DOMAIN RETIREMENT VILLAGE STAGE 2 FILENAME: ROAD DRAINAGE. DWG
‘COPYRIGHT © 2011 IF URDAN CONSULTANTS PIV LTD THIS DOCUMENT MAT HOT BECOPIED OF TRANSMITTED IW ANY FORM OR BY ANY MEANS TN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF FP URBAN CONSULTANTS PTY ITD
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