Council archive · source document
MCU10/2065 Response to information request
585 VEHICLE TEMPLATE
CLEARANCE CHECK TO AS2390
DRIVEWAY LONGITIIDINAI. SECTION
SCALE 150
quo
SL82 MESH ( fS SL
L 40 TOP COVER - X140
S5 COVER
SAND BED AS BEFORE-
CTRS. s 600 Lg (PROVIDE 'DOWEL
55 COVER INSERTS' ONE END, (HENSET 60 TOP COVER
BEND MESH INTO KERB SAW(UT 3em WIDE BY 30 SEALANT RESERVOIR &
DEEP USING 50FF CUT SAW APPROVED SEALANT 150mm EMBEDMENT OTHER.] i
AS SOON AS CONCRETE IS
('()NCRE I'L KERI3 DI: TAIL (KE) D. TRAFFICABLE AND WITHIN 12 SL02 MESH
SCALE 120 HOURS OF SLAB POUR 40 TOP COVER
- WATERPROOF MEMBRANE
-
TO MANUF. SPECS.
rte- N12 0 400 CTRS. ND 0 400 CTRS.
HORIZONTAL HORIZONTAL
SAND BED. ETC. -REMOVE 240em OF EVERY
z
AS BEFORE 2M TRANSVERSE WRE OF • _FREE DRAINING
N12 0 400 CTRS. FREE DRAINING
MESH UNDER TOOLED )DINT GRAMMAR BACKFLL
N12 0 400 CTRS.^{- VERTICAL GRANULAR BACKFILL
Nee v 10mm BEAD OF VERTKAL
APPROVED SEALANT
SAW CUT JOINT DETAIL (SCJ) WATERPROOF MEMBRANE
I-NI2 EDGE TRIMMER. LAP 500 TO ARCH. SPECS.
SCALE 120 AG LINE IN CONTINUOUS ^^.
AS REO'O, 8 AT CORNERS AG LM IN CONTINUOUS
K^ L FILTER SOCK TO DISCHARGE L 1-- - - - FILTER SOCK TO LNS(MARGF
30
1.. CLEAR OF STRU(TORE CLEAR OF STRUCTURE
1
'ABELFIEK' OR APPROVED
EQUIVALENT JOINT FILLER
Nee GAP
L HATCHING INDICATES
N12 0 400 CTRS. COMPACTED
55 COVER N12 0 400 CTRS. CONTROLLED FILL.
55 COVER
ISOLATION JOINI DETAIL. (IJ) L
SCALE 120
612 STARTER BARS 0
M12 STARTER BARS 400 CTRS. 450 HL
LINE OF POUR BREAK I SEALANT RESERVOIR L
0 400 CTRS. 450 MN LAP, COG END 100'
APPROVED SEALANT
LAP, COG END 160-
PROVIDE 36I TOOLED 5112 MESH. 40 TOP COVER
JOINT ONE SEE OF JOINT DISCONTINUE MESH Sae
EACH SIDE OF ANT
FORMED CONCRETE KERB
HEIGHT - -H- BASE WIDTH - -B- HEIGHT - -H- BASE WIDTH - -B-
AS DEIALED OR TO
5102 MESH, BUILDERS SPECIFICATIONS Imo!. NF 600 BN 600
45 TOP (OVER
RM DOWEL BARS 0 600 50 HIM. COMPACTED SAND NN 700 1000 700
CTRS. t 600 Lg (PROVOS BED UNDER SLAB WITH 1200 000
to 0 1200
TOWEL SERFS' ONE END) VAPOUR BARRIER OVER
DOWEI.LEl) JOINT DETAIL (DJ) TYP. RETAINING WALL DETAIL. I Yl'. RI MINING WALL/DRIVEWAY DETAIL
INDICATES 50mm BEDDING INDICATES 2SOw EDGE 250-
SCALE 120
(IIEIGI I ' l S >350mm UP TO 1200mm) SCALE H0
SAND AND SINGLE LAYER OF THICKENING FOR RETAINING SCALE 110
VISQUEEN VAPOUR BARRIER PURPOSES ONLY.
I)RIVI';WAY RI'; MINING 1)1 FAI1.
II IEIGI ITS 1:131 O 350mm)
SCALE 120
PRELIMINARY
ANTHONY CORKLL NOVEMBER 2010 AS NOTED
'roveu ro Cam" nnro' '
EMP RE PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET.
SECTIONS AND DETAILS SHEET 2 Job Ref No Dram v No . Issue
Ikh Oft NOOSA HEADS, OLD SC-2930 (016 A
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