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PROPOSED GARAGE
DWELLING
° Frans
L233 EJ1 Al /
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5 jv
3
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5 x a
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RR ESL ] = og” ————FROPERTY EOORTARI f SY |
gi kt /
Pres L |
vals \b Ps ( 7 °
< aS. —
FOR DRIVEWAY CROSSOVER, g[ 3 ~
REFER TO IPWEA STANDARD Ben yl, 1
DRAWING No. RS-049 AND RS-050 ‘3 ee FOOTPATH ZONE
OO os (/
ath” I
PROPOSED NEW tr
RAMPED CROSSING REMOVE EXISTING CROSSING ANID MAKE i
GOOD TO MATCH EXISTING KERBAND 7 O /
a CHANNEL EACH SIDE OF NEW WORKAS PER
aa - IPWEA STANDARD DRAWING No, RS-080 Bev,
eee iio a FOR DRIVEWAY CROSSOVER, REFER TO IPWEA STANDARD
AL 108 DRAWING No, RS-049 AND RS-050 2
4000 ROBERT STREET =
5
1500 1500 9 PROPOSED GARAGE
DENOTES 125mm THICK CONCRETE SLAB ON GROUND a
REINFORCED WITH SL82 MESH TOP - 50mm COVER. EXTERNAL WORKS PLAN L DENOTES 2 N12 TRIMMER BARS, 1000 LONG, ROBERTST ae oo TPaTE 5580 a see
TYPICAL U.N.O. CONSTRUCTED OVER A DPM, ON SAND Sa eer AT TIED UNDER TOP STEEL. !
BEDDING ALL OVER A COMPACTED GRANULAR BASE ion | PROPOSED DRIVEWAY
AS PER GENERAL NOTES.
4190 FRONT RL\-b | dereoomn
REAR OVERHANG 300 FOR GATE
OVERHANG 900 WHEELBASE | Sane ———_—-_ 0.5%
25 DEEP SAW CUT STOP TOP MESH EACH PROVIDE 1 N12 TRIMMER. STOP oe
1.N12 TRIMMER JOINT TO BE SIDE OF JOINT. REINFORCEMENT WITH 50mm 7 HIG 68
EACH SIDE OF JOINT GREATED MTHS 8 COVER. aE &, eee EH arenas J "5 =
SL82 MESH TOP SEAL JOINT WITH SL82 MESH TOP = tL ————— '
SL82 MESH TOP © ; 7 NATURAL SURFACE
8 COLOUR MATCHED a zZ 1 in 8 MAX. 3
= APPROVED =| = Tip MAE 2.5% i
3 SEALANT. F===aa>S2=-=4=4 = ae Bg a DATUM 0.000 1
tT a 8 [777 +
= s|co 5B Oo
= Sa|= N ie = xX
DPM 3/= Q 3 x
at eS f NATURAL SURFACELEVEL 9 = |= = = s e
a] =j
STaeeerie DPM OVER SAND BEDDING 80 Zlz z zZ 2 5
MATERIAL WITH A = 7
10x 10 SEALANT ST ae DPM OVER SAND BEDDING s\2 s 8 8 3/3
CUT EVERY ALTERNATE WIRE PROPOSED DRIVEWAY LEVEL =| — = = = A]
R16-400 H.D.G. DOWEL BARS, 400 Zig a zZ zZ ale
AT JOINT LOCATION. MARK z\|x mz Zz z|\z
LONG, IN DOWEL FORM SLEEVES LOCATION ON FORMWORK.
WITH 16mm INSERTS ON BAR CHAIRS. . o
8 8 s 3 5
CHAINAGE 8 8 s & =
EXPANSION JOINT EJ1 CONTROL JOINT CJ1 SLAB THICKENING ST1 Ss S s S S
1:40 UNREDUCED AT AS 4:40 UNREDUCED AT A3 4:40 UNREDUCED AT AS
‘:2DUNREDUGED ATAT eireaeeeeeM Y20UNREDUCED ATAT
DRIVEWAY LONGITUDINAL SECTION
{16D UNREDUCED NATURAL AT AS
1150 UNREDUGED NATURAL AT At
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale [Sheet Size|
This drawing is subject to T AVENESS AVENESS
copy acorance wit te JOHN BURGESS ARCHITECTS McAVOY O D aa Daaed Geil PROPOSED NEW RESIDENCE EXTERNAL WORKS PLAN AS SHOWN] A1
Consulting py Itd (te) and t's
com eran Sats [email protected] — eee 167 GYMPIE TCE NOOSAVILLE AND DETAILS Drawing Number
for this specific project. i 5 lo
Used fortis specie proj its evra ee engineers & project managers a oRAY 48877 ROP 20560-S10
“THE @raving shantnotbie weed yron St, BANGALOW NSW sence coe TS Ones : LOCAL AUTHORITY NOOSA :
for construction until marked as 2481 Australia neni "PO Box 61, Noosavile, QLD 4588 Signed Date MCU APPROVAL HORIZ DATUM Cr en ee en) ‘Sheet Revision]
‘issued for construction’ in the A_| 7.10.20 | DRIVEWAY APPLICATION AV [email protected] — wiwwAedconsulting.com ROL APPROVAL VERT DATUM 4 0 of 4 1 A
revision description, Rev| Date | Revision Description Drawn ABN ROsanARSe, 7.10.20 | OPW APPROVAL, RL MEASUREMENT BAR - INCREMENTS IN mm