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Operational Works Application OPW21/0243 - Driveway application and supporting documents - 6 Robin Place, Lake MacDonald
Very large file (21.5 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.
4.000 6.000 4000 4 000 5 500 4000 N>
"VERGE- CARRIAGEWAY VERGE VERGE CARRIAGEWAY J^ERQE-
4^10 SITE WON MATERIAL
3% •3%~- 3%
■LiONO *8
REFER PRELIMINARY PAVEMENT DESIGN 7 REFER PRELIMINARY PAVEMENT DESIGN 7 TYPE Ml KERB & CHANNEL
Hi
TYPE Ml KERB & CHANNEL AS PER IPWEAQ STD DRGRS-080
§11 AS PER IPWEAQ STD DRG RS-C80
- SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS
- SUBS01 DRAIN INCLUDING FLUSH-OUTS & OUTLETS
AS PER IPWEAQ STD DRGS RS-140 & RS-142 (TYP)
AS PER IPWEAQ STD DRGS RS-140 &RS-142 (TYP)
ROAD 1 - TYPICAL SECTION ROAD 2 - TYPICAL SECTION
SCALE 1 TOO SCALE 1 100
ASPHALT TYPE D010,30im MN COMPACTED DEPTH ASPHALTTYPE DQ10,30mm MIN CONPACTEO DEPTH
ON PRINER SEAL ON PRIMER SEAL
sr^i ir.
MHEItMKnM MDEPTH TOBECONFiRNED BT THE ENGINEER AFTER PRBS£M NSFfCWN MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER AFTER
BASE COURSE UNBOUND PAVEMENT TYPE 22 (CBR 80) G OF THE INSITU SUBGRADE BASE COURSE UNBOUND PAVENENT TYPE 72 (CBR80) TESTING OF THE INSITU SUBGRADE
MNIMUM COMPACTION 100% LCD MINIMJM COMPACTION: 100% NOD
DESIGN ESAc 80x10* (ACCESS)
; SUB-BASE COURSE UNBOUNDI PAVEMENT TYPE 2.4 (CBR 30)
DESIGN ESA6 2.0x10* (LOCAL)
ASSUNED CBR50% ; f SUB-BASE COURSE • UNBOUND) PAVENENT TYPE 2 4 (CBR 30) ASSUMEID CBR 8.0%
a MNIMJM COMPACTION 100%lMDD
MDD STANDARD MAXIMJM DRY DENSITY
g MINIMJM COMPACTTION 100% INOD
MDD STANDARD MAXIMUMDRY DENSITY
NATURAL SUBGRADE 100% NOD
Vj NATURAL SUBGRADE 100% MDD
* TYPE 28 (CBR 16) SUBGRADE RBI
LACEMENT 88%MN®D * TYPE28 (CBR 18) SUBGRADE REPLAC EMENT BS%MM)0
IF DIRECTED BY SUPERINTENDENT IF DIRECTED BY SUPERINTENDENT
ROAD 1 - PRELIMINARY PAVEMENT DESIGN ROAD 2 - PRELIMINARY PAVEMENT DESIGN
4000
-■-3% -3%
'7 if
.250 7.000 1250
SHOULDER-
/ TRAFFIC LANES \ ^ SHOULDER
3m WIDE TWO COAT BITUNEN SEAL :
(WHERE NOMNATED ON LONG SECTION)
-6000 -1000 LAR PAVENENT
ICOmm TYPE 2.3 BAS COURSE
MNTCH EXISTING CROSSFALL - .-H- EXISTING SHOULDERS ICOmm TYPE 2.4 SUB-BASE COURSE
CUTBACK t
REFER PRELIMNARY PAVEMENT DESIGN- LOT ACCESS ROADS - TYPICAL SECTION
!l!: SCALE 1 100
LAKE MACDONALD DRIVE INTERSECTION - TYPICAL SECTION
SCALE 1:100
STRAIGHT VERTICAL
SAW CUT
EXISTING PAVEMENT
WEARING SURFACE
ASPHALTTYPE DG10, «rmi MIN COMPACTED DB’TH
ON PRIMER SEAL
I ^ ! «'
jw^GALNsnunav MNIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER AFTER
BASE COURSE
BASE COURSE UNBOUND PAVEMENT TYPE 22 (CBR 60) TESTING OF THE INSITU SUBGRADE
MINIMUM COMPACTION: 100% MDD
DESIGN ESAt 1.0 x 10* (DISTRIBUTOR)
UNBOUND PAVEMENT TYPE 24 (CBR 30)
SUB-BASEI COURSE U ASSUMED CBR 6 0% SUB-BASE -
MNIMUM COMPACTIO
i IN. 100% MDD
Q
SUHGKMX HSPBCTKH NOD STANOAROMAXMJMDRY DENSITY
0300 0300
NATURAL SUBGRAOE 100% NOD
* TYPE 2 8 (CBR 1S)SSUBGRADE REPLACEMENT 9S%MMDD
IF DIRECTED BY SUIPERINTENOENT
N EDGE OF EXISTING
i
FULL DEPTH PAVEIi
LAKE MACDONALD DRIVE INTERSECTION - PRELIMINARY PAVEMENT DESIGN JOINING TO EXISTING PAVEMENT
NOT TO SCALE
;
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Thta tiawrg shall not be uaod
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PIAKRER
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TEATREE PROPERTY PTY LTD
TODB
engineers & project mmagers
07 8449 9600 Ounsti.ui Const 07 8329 3190
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RPEO No
9072
LAKE MACDONALD DRIVE
RURAL RESIDENTIAL SUBDIVISION
RP DESCRIPTION
LOCAL AUTHORITY
0RPI6070 3 2RP652009 3RP137376 140MCH678 101SP1424D7
NOOSA SHIRE COUNCIL
TYPICAL SECTIONS AS SHOWN
Drawng Nuntaf
Sheet
19553-C1207
A1
lor conaliucOon unll marked os PO Box 61, NoOMvtlla. QU3 4566 MCU APPROVAL HORIZ! DATUM GDA94 / NT3AZ56
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ISSUE FOR CONSTRUCTION
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DR Cllodconaulllng.com wnw.lodconaullng
ABN 39 1 26 606 338 10.11.20
ROL APPROVAL RAL19/0018
OPW APPROVAL________________
VERT DATUM
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RL DATUM
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UMSUdUEHIBm 13 of 15 0
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