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Approved Plans - OPW19-0193
Plans and drawings
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Log in to see the plans as drawn 198.66 199.68 200.09
gate gravel
driveway
200.60
196.88 fenc
elin 193.69
e
02 195.54 194.02
199.36 200.34 200.91 EWARTS ROAD
196.79
(gravel road)
197.78
200.82
200.00 200.81 199.37
200.38 193.77
200.41
TBM 1 (dpy)
RL 199.99 201.22
197.29 197.87
99°10' 200.72 e
195.88
fencelin
153.35 EP #191249
192.23
198.34 81°13'
TBM 2 (dpy)
200.81 44.458
195.07 RL 199.98
bounda 200.84
ry line 195.55
199.76
197.22
198.66
199.44
199.67
196.06 199.75
192.47 197.29
193.65
195.34
196.34
197.65
197.63
197.95 188.57
191.20 194.58 189.53
187.85 190.89
194.68
194.74 192.92
195.07
192.20 01
-
APPROVED PLANS 192.27
OPW19/0193 186.39
NOOSA COUNCIL
28 NOVEMBER 2019
187.11 189.14
- 192.49
LEGEND 191.74
MINOR CONTOUR
MAJOR CONTOUR 183.40 191.76
FENCE
BOUNDARY LINE
EXISTING ROAD
CUT&FILL THICKNESS
EXISTING ELEVATION 183.54 187.34
FINISH GRADING ELEVATION 183.34
GRAVEL AREA*
EXTENSION AREA(FILL)
*100mm compacted gravel base unbounded
pavement,type2.40 185.50
No. Description Date TRU BUILT APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado DRIVEWAY PLAN
91 Ewarts St
34/13 Norval Court, MAROOCHYDORE, QLD 4558
Cooran, QLD 4569 Project number T044-71
Tel/Fax: (07) 5479 6747
Mob: 0422 039 247 Date 01-10-2019
2537-01
design &
RPEQ No. 07198 Drawn by J.D.S
email: [email protected] 02 SIGHT DISTANCE 11-11-2019
01 CONCRETE / FILL AREA MODIFICATION 08-10-2019
PROPOSED DWELLING For & on behalf of AAA
Design & Development Consulting Checked by D.L.T Scale @ A3 1:200
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Page 2
01 Rip rapped canal
1 TYPICAL PROFILE OF DRIVE WAY
02 Drainage Detail
03 CROSS SECTION
-
APPROVED PLANS
OPW19/0193
NOOSA COUNCIL
28 NOVEMBER 2019
-
No. Description Date APPROVED DRIVEWAY
AAA Design & Development Pty Ltd TRU BUILT Jose David Lesmes Tirado COORDINATES AND ELEVATIONS
91 Ewarts St JOINTS LOCATION
34/13 Norval Court, MAROOCHYDORE, QLD 4558
Cooran, QLD 4569 Project number T044-71
Tel/Fax: (07) 5479 6747
Mob: 0422 039 247 Date 01-10-2019
2537-02
design &
RPEQ No. 07198 Drawn by J.D.S
email: [email protected] 02 DRAINAGE 11-11-2019
01 COORDINATES MODIFICATION 10-10-2019
PROPOSED DWELLING For & on behalf of AAA
Design & Development Consulting Checked by D.L.T Scale @ A3 1:200
Page 3
See Pic.No 1 -Max sight distance on left side after remove the obstruction is 21.5 Meter and in left side is
30Meter.it should be considered from 3.5 meter before of road edge ( driver's sight point).
-A check to the left is not required at a divided road where the median is wide enough to
shelter a crossing vehicle,Although in this case in existing condition min sight distance for
gate gravel left should be considered.
driveway EXI
-Where visibility is limited due to some removable obstruction attempts should be made to
remove the obstruction.the minimum of removable obstruction is shown by hatch in
ST Horizontal case and in Vertical longitudinal section a minimum vegetation clearance of
600mm except where the sight line remains in the road formation as shown in R-0056
fenc See Pic.No 2 -For more information see the attached image.
elin
e
194.02
See Pic.No 4
See Pic.No 3
EWARTS ROAD
(gravel road)
TBM 1 (dpy)
RL 199.99 201.22 ENTERY
99°10' e
fencelin
153.35 EP #191249
TBM 2 (dpy) 81°13'
44.458
RL 199.98
bounda
ry line
-
APPROVED PLANS
OPW19/0193
NOOSA COUNCIL
28 NOVEMBER 2019
-
PICTURE 1(left view of Existing driveway) PICTURE 2(Right view of Existing driveway) PICTURE 3(left view of Entery driveway) PICTURE 4(Right view of Entery driveway)
No. Description Date TRU BUILT APPROVED
AAA Design & Development Pty Ltd Jose David Lesmes Tirado SIGHT DISTANCE
91 Ewarts St
34/13 Norval Court, MAROOCHYDORE, QLD 4558
Cooran, QLD 4569 Project number T044-71
Tel/Fax: (07) 5479 6747
Mob: 0422 039 247 Date 11-11-2019
2537-07
design &
RPEQ No. 07198 Drawn by J.D.S
email: [email protected]
PROPOSED DWELLING For & on behalf of AAA
Design & Development Consulting Checked by D.L.T Scale @ A3 1:200