Original source · versioned page text
RFI - Updated subdivision plan
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn BOR
EEN
POIN
T
G13L.2E5N
13.25
12.75
1213
.75
13.25
13
RID
13
13 13
13 13 13
13
13
13
13.25
21.735
13
13
13
13
GE
1313
121.5
13
13
12.75
12.5
13
13
13
.25.25
1133.2
13
5
13.2
1313
1
5
13
13 .75
.5
2
1.532 ha
131
SITE .25
13
13
13
13
13 13
13.5
13
.2
13
5
13.2
5
12
.75
12.75
13.7
5
13
.2
13
13.5
.2
13
5
5 5
13.2
McKINN
13.5
13
5
13
13.25
3.
12
1
13
12.75
13.5
.7
13
12
13
5
.7
5
.75
5
13
.7
.5
13
ON
12.7 14
5
.5
13
13
13.25 13.5
.7
2 12.5
5
13.7
13
13
13.5
5
1.554 ha
13
14 14
13
12.5
14.2
13
13.5 DRI
12.75
14
12.5 14.25
.75
VE
5
13.25 NO
12
D 14.5
13.25 13.25
.7
5
OA
13
. THROUGH
5
13.75
12 13.5
14.7
14.5
14
13 14.25
2.5R ROAD
13.5
1
13.25
5
13.25
14.25
5
13.2
14.5
12.75
1313
13.5
12.25
13
12.5 13.75 14
13.25
12.25
12
12.2 13
5
13
.5
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 4 (of 10)
Section 2
13
12.75
5
12.7
14.7
STAGE 2 12.2
5 12.75 5
13 5 5
12.2 12.5
( BALANCE )
13 13
5 12.7
.75
. .2
12
14.5 14
12 .5 5
12 13
.25 4 14
12.25 12.25
12 12
12.75
1
12.5 12.25 12 11.75 12.25
12.5
12.5
5 11.75 12
12.2
12.5
12
12 12.7
STAGE 1 8 5
11
5 12
.75
12.2
LOCALITY PLAN
5
114133.7.513.2 13
12.7
LITTLE CREEK ROAD 11.75
( LOT 8 ) 3.170 ha
5 5
12 12
NOT TO SCALE
3 4 11.75
5 12.5
11.75
11.7
12
1.675 ha 1.512 ha
12.25
.2
11.5
5
13
12 .75
12.7
11
11.5
11.5
12 11.75
12.5
12.25
12.
5
5
12.2
5
11.5
12.75
5
.2
NEW
12.25
12
12
13
.5
12.5 11.75 11.75
12.2
12.5
.5
13
13.25
12
12.5
5
11
11.5
12
25
12
.
12
5
12.5
.7 11.75
111. 1.5
12.75 12.7
12 11.7
12
5
75 1
11.75
5
25
12.7
13.2135.
12
1
.25
.5
5
13.5
.5
13
12.2
13
12.5 12.2
.5
5 5
13
12.75
12.5
.5
12
11
.75
12.5
3.5
5 12.7
5
.7
1 13.2 5
12
12
12.5
5
.5
.7
13
12.75 12.5
11
13
12.25
13.5
5
12
13.
.25 7
13
13
13.5
12.7 12.5
13
5 1.586 ha
12.75
Section 3
12.25
.75
11.7
LOTS 3 & 5 ACCESS 5
12
12
13.25
5
12.7
7
13
12.
11.5
.5
12.7
5
12
5
5
12.2 5
.7
13 12.7
12.75 11
12.7
5 5
12.7
5 .5 11.2
11
5
13.25 12.5
5
DRIVE
12
.2
.75
11
12
12.5
.25
11
11.2
12.25 11
.2
13 5
11.5
11.25
11.7
5
5
13.5 12.5
11.7
12.5
13.5 13 5
13.75
13.5 .5
12
12.25
12. 12 1
13.25 7 11.75 11.751.7
5 12
5
12.25 11.75
25 6 5 11.75
11.75
.75
12. 12 111.7.5
11.5
.5 11.75
13
12
13 1 5
12.5
11.75
11
.7
5
2.970 ha 11
.7
13 12.25 12 .7
11
125
12.25
5 5
11.75
12
1.679 ha .5 11.7
12
12.75
12.5
12.75 12 11.75
11.75
12
5
12
13.2
5
5
12.
12
12.2
12.25
13
12
11.
11.75
12.25
5 7
12
.75
12.5 12.5
12.5
5
12.7
ALLOTMENT DETAILS
LOT NO LOT AREA COVENANT AREA BLDG ENV AREA 12.75
1 1.532 ha 1.096 ha 0.135 ha LEGEND
\\tod-fs02\dropbox\2021\21598SD2_Glenridge Drive - Subdivision\4.CADD\#ACAD\21598_CIVIL_RAL.dwg
2 1.554 ha 1.177 ha 0.127 ha 13.5 EXISTING CONTOURS
3 1.675 ha 1.019 ha 0.138 ha PROPOSED ALLOTMENT BOUNDARY
4 1.512 ha 0.928 ha 0.134 ha
TEWANTIN
PROPOSED COVENANT AREA
5 1.679 ha 0.923 ha 0.138 ha PROPOSED BUILDING ENVELOPE
6 2.970 ha 2.124 ha 0.146 ha
7 1.586 ha 0.592 ha 0.239 ha
8 3.170 ha 2.027 ha 0.416 ha
SITE PLAN 0 20 40 60 m
SCALE A
SCALE A
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to
copyright in accordance with
the agreement between TOD
Consulting Pty Ltd (tc) and tc's
PLANNERS
Pivotal Perspective
www.pivotalperspective.com.au
[email protected]
MARK BAIN
CONSTRUCTIONS
CHECK PRINT JF
Designed
JF
DR
Verified
DR
RURAL RESIDENTIAL SUBDIVISION
60 GLENRIDGE DRIVE, COOROIBAH
LOCALITY & SITE PLANS AS SHOWN
Drawing Number
A1
client. This drawing shall only
be used for this specific project.
Phone : 0406 334 227 INTERNAL DISTRIBUTION ONLY Approved RPEQ No RP DESCRIPTION LOT 47 RP860577 21598-P001
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
B 21.03.21 IR RESPONSE JF ORIGINATOR REVIEWED BACKDRAFTED BACKCHECKED MCU APPROVAL - HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 08.12.21 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn 21.03.2022 ABN 39 128 805 336 21.03.21 OPW APPROVAL - RL DATUM MEASUREMENT BAR - INCREMENTS IN mm B
[OCR of page images]
STAGE 2
(BALANCE )
NOT TO SCALE asa a ae
gs . Fae, pe STAGE 1
LOCALITY PLAN ~ a (LOT8)
a
ALLOTMENT DETAILS
15tha I EXISTING CONTOURS
| , —————__ PROPOSED ALLOTMENT BOUNDARY
PROPOSED COVENANT AREA
PROPOSED BUILDING ENVELOPE
ee ee
SITE PLAN
SCALE A,
COPYRIGHT © Client if Project Drawing Title Scale Sheet Size
Tis drawings subject Pat Pospectve MARK BAIN Cc H EC K PRI NT}: RURAL RESIDENTIAL SUBDIVISION LOCALITY & SITE PLANS AS SHOWN
Romowatiaeees waren] CONSTRUCTIONS [ie _ [60 GLENRIDGE DRIVE, COOROIBAH Ra
bes Ts gen ro Prove 8227 INTERNAL DISTRIBUTION ONLY F Approved RPEQ No RP DESCRIPTION — LOT 47 RP860577_ ° ‘ot 50 001
be used for this specific project. LS
9072 LOCAL AUTHORITY NOOSA
foe rawing Shall not bese 8 | ORIGINATOR | REVIEWED | BACKDRAFTED [ BACKCHECKED DOUG REYNOLDS MCU APPROVAL - HORIZ DATUM
‘Issued For Construction’ in the | A | 08.1221 | ORIGINAL ISSUE [ F | IF Signed ROL APPROVAL VERT DATUM AHD
revision description. [Rev | Date _| Revision Description [Drawn | 21.03.2022 21.03.21 | OPW APPROVAL - RL DATUM
Section 4
11.75
12.5
13
5
.7
13
JOIN ALL NEW WORK .5
13
NEATLY TO EXISTING
13.5
12
13
13 13.25
.25
.5
.5
12.25
11.75
13
13
12.5
12
.25
12.5
13 . 5
12
PROPERTY BDY
20.0 MIN
PROPERTY BDY
20
12.75
13
12.5
8.0 FORMATION
12
5
13.7
5
13.2
5
1.2 1.0 3.0 3.0 1.0
.7
12
IVE
13
DR
13
12.7 BITUMEN SEAL BITUMEN SEAL
5 11.75 3% 3% 3% 3%
13. 1: 2 1:
2 1: 2
5 13.5 40
12
12
13.5 13.5
.2
5
13.2 13 5
12.2
11.75
5
13
.
12.5
25
12.5 CUT INTERFACE COMPACTED GRAVEL PAVEMENT. FILL INTERFACE
13
DEPTHS OF EACH COURSE TO BE
.75
IDGE 2.5 DETERMINED FROM TESTS.
12
NR 1
GLE 133.25
12
1 60
12.75
12
12.7
WARNING SIGN TYPICAL ROAD CROSS SECTION
5
12.25
"ROAD SUBJECT TO FLOODING" SCALE A
12.5
5
.2
13
12
5
12.7
12.75
13
5
13.
5
7
13.5 11.
.7
13.25
12
5
13.2
5 80 12.75
TC 12.5
12.75
88
.55
2
IN
DRA
12
10
13
13.25
TING
0
12.5
13 5
.7
EXIS
12
12.5
11.75
12.7
12
13
5
12.75
IP 289.652
120
12.25
FLOOD DEPTH GAUGE
298.652
CT 170.526
5
12.7
12.2
280
5
14011.7
13
160
.2
180
200
220
240
260
5
5
5
12.7
13.5
12
12.5
12 LOT 7
.5
5
ACCESS LOT 6
13.2
13
ACCESS
5
12.7
12.5
13
9.0
R
75
The text continues on section 5.