Original source · versioned page text
N13078 - 2014.10.17 - 1 Of 2
Attached to the e-mail OPW14/0197 - Amended Plans for Approval (Email 1 of 5)..
POINT EASTING NORTHING
N 26 5178.794 169.708
| 27 5162.046 1170.949
28 5167.179 1184.794
29 5180.689 1174.818
30 5211.396 1157.621
31 5215.189 1143.901
32 5200.092 1247.133
33 5183.344 1248.374
34 5188.477 1262.219
35 5201.986 1252.243
36 5309.659 1210.348
36A 5305.695 1212.475
37 5296.761 1220.630
38 5286.696 1225.149
39 5283.194 1230.225
40 5292.651 124.0.463
41 5301.825 1238.822
42 5313.770 1215.975
42h 5320.981 1210.969
47 5303.124 1295.512
48 5303.080 1293.442
49 5301.905 1265.523
50 5301.860 1263.430
NOTE:
REFER TO N13078-110 FOR ROADWORKS
AND DRAINAGE NOTES AND LEGEND.
KERB SETOUT
R:8.725
A:37.219
152
TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.4.Q. STD. DRG. SEQ-R051
BITUMEN IMPREGNATED BOARD
SL92 MESH 40mm COVER
MESH DISCONTINUED AT THE JOINT
SEQ-RO051
3150
v
TYPE A - HEAVY DUTY.
VEHICLE CROSSING. REFER
L.P.W.E.A.Q. STD. DRG.
N16 GALVANIZED BAR
AT 300mm CENTRES
ONE SIDE OF DOWEL BAR SHOULD BE GREASED
KEY JOINT DETAIL
SCALE 1:10 (A1)
SCALE 1:20 (A3)
EXPOSED AGGREGATE FINISH
SAWCUTS AT MAXIMUM 5.0m
SPACINGS, REFER DETAIL ‘B’
R: 30.275
A17.017
A:17.017
\ IMPREGNATED BOARD
COMPRESSIBLE JOINT MATERIAL
(ABLEFLEX’ OR SIMILAR)
180mm CONCRETE SLAB
LIP LEVEL AS SHOWN ON
INTERSECTION DETAIL DRAWINGS
(GRADE N32)
TT Ag
&
500mm (TYP.) PAVEMENT MATERIAL
THICKENING TO PERIMETER
OF ALL R.C. AREAS
SECTION (8)
SCALE: 110 TAT)
SCALE: 1:20 (A3)
SL92 MESH
40mm COVER
WITH N16 GALVANIZED BAR
AT 300mm CENTRES
TYPICAL INTERSECTION THRESHOLD TREATMENT
SCALE 1:100 (1)
SCALE 1:200 (A3)
R:8.725
A37.219
REFER DETAIL ‘A’
EQUIVALENT).
MESH REINFORCEMENT
3-N12_ TRIMMER
BARS (1.5m LONG)
134
R:10.275
A:16.011
S09
DETAIL ‘A’
SCALE 1:20 (A1)
SCALE 1:40 (A3)
=
S
&
am
a
APPROVED POLYURETHANE 5
SEALANT (DYNATROL BY x
DYMERIC OR APPROVED a
6mm &
a> 8
\ |_|
So] £ -
& 5|
BACKER ROD /) Z
z
a
a
a
8
€
§
s
SAW CUT
DETAIL ‘B’
SCALE 11 (At)
139
REFER
TYPE A - HEAVY DUTY VEHICLE Ch
SCALE 1:2 (A3)
L.P.W.E.A.Q. STD. DRG. SEQ-I
138
R:10.275
A:15.317
R: 30.275
A:17.017
220
R:49.725
A:2.071
=
240
R:50.275
A:2.094
250
R: 10.300
280
R: 27.800
A:26.808
\ AN1.643
R:8.875 R:30.275 \
A:16.603 142 A:17.017 ~ \
\
154 TYPE A - HEAVY DUTY VEHICLE CROSSING. \
REFER IP.W.E.A.Q. STD. DRG. SEQ-R051 |
/ ;
/
FILE: N13078-125.dwq DATE; 16-10-2014 TIME: 14:56
iXref's: X-N13078-TIT X-N13078-BASE X-N13078-INTERSECTION DETAILS USR: Curtis Boorman
nar [once ane] oar SORE TMETET TIER Tor ENT TARE TE
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS BP,
| a HO 7 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CONSULT AUSTRALA INTERSECTION DETAILS AND
Ee wt 5 ° ses Ph (07) 5436 7888 Fax (07) 5493 6630 | wi SIGNS AND LINEMARKING PLAN
N 1500 AB
lec [ce | 14.0.1 | SHRE DRIVE REALIGNED, SETOUT LEVELS 32 & 35 AMENDED DRAWN CHECK PROJECT No. “TPPROVED Sian PLCHER fed WD Bron Contng (LD) Py id ry SHEET 2 OF 3
tp 13078 J Pee—— “eis ei'c) — LAKE DOONELLA NOOSA Smart Consulting ‘itene'en Manso mics Se [orm eae —
Ts 07 5470 Focsimile 07 5470'
oF FOR & ON'REHALE OF BROWN CONSULTING (LO) PTY LTO STAGE C1 - C6 (ere nacre br one cance EE N13078-125 Cc
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