Original source · versioned page text
221122_14 Wyandra - RFI Response
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
N
34.9
1 35.2
0 .31 .28
35 35 4
35.1
PROVIDE 1.5m WIDE CONCRETE PROPOSED RESIDENTIAL DRIVEWAY
FOOTPATH FOR LENGTH OF CROSSOVER IN ACCORDANCE WITH
STREET FRONTAGE. REFER IPWEA RS-049 & 050
NSC STD DWG RS-065.
34. 34. 14 .20 24
NEW CONNECTION TO EXISTING WATER
09
34.
76 94 35. 35 Edge of Bitumen 35. 35. SUPPLY
86 35.31 35
35.25 20
35.
05 35. Back of Kerb 35.
32
2 5.28
W W W W W W W3 W3 W W W W W W W
SW
T T T
SW
T T T T T T T T T T T T
W
61°39'00"
SW
SW
SW
27.167
SW
SW
SW
SW SW SW
SW
SW
SW
RP1 45
SW
397
76
SW
331°39'00"
SW
RP1 43
151°39'00"
30.175
30.175
397
SW
76
SW
SW
SW
NEW CONNECTION TO EXISTING SEWER
SERVICE
34.5
Sewe2r M
Unable anhole
Measure to
Invert S S S S
S
S
241°39'00"
27.167
RP1 133 132
RP1
604
RP1 134 25
604
2
604 5
25 CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
MOLTI INVESTMENTS TITLE: STATUS:
PROPOSED LAYOUT FOR APPROVAL
© ABN 89 647 469 707 03 22/11/2022 REISSUED FOR APPROVAL MVP JB JB 14 WYANDRA STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
02 03/11/2022 REISSUED FOR APPROVAL MVP JB JB
75 NOOSA DR RPEQ: 2693
01 24/08/2022 ISSUED FOR APPROVAL MVP JB JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220171 A1 03
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 13)
Section 2
B
34.91 35.20 A .31 .28 34.91 35.20 .31 .28
35 35 35 35
N
064 064
WYANDRA ST WYANDRA ST
34. 34. 14 .20 4 09
34. 34. 14 .20 24 09
34.
76 94 35. 35 Edge of Bitumen 35.
2
35. 34.
76 94 35. 35 Edge of Bitumen 35. 35.
86 35.31 35 86 35.31 35
35.25 20 35.25 20
35. 35.
35 05 Back of Kerb 35.
35 05 Back of Kerb 35.
TB L35.3
TB L35.3
35. 32 35. 32
23 5.28 23 35.2
8
R
R
3
M
M
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
(Sc 2 AH
(Sc 2 AH
W
W
W
W
W
W
rew D
rew D
PAL PAL
W
W
W
W
M M
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
W
W
PAL PAL PAL PAL
W
W
in
in
M M
W
W
M M
W
W
Ke
Ke
W
W
PAL PAL
W
W
.42 PALM .42 PALM
rb)
rb)
W
W
61°39'00" 35. M 61°39'00" 35. M
W
W
35 35.54 35.76 78 35 35.54 35.76 78
WA 27.167 Rock 35 WA 27.167 Rock 35
T 0 Water .69 T 0 Water .69
.41 Feature .41 Feature
010 010
P P
RL3ond RL3ond
5.8 5.8
3 3
35.58 35.58
PAL PAL
M M
35.17 35.17
35.57 35.57
PALM Roof RL39.84 Section 3
PALM Roof RL39.84
35.61 35.61
PALM Gutter RL37.73 PALM Gutter RL37.73
TT PALM TT PALM
TREE 0.31006
TREE 0.31006
0.9 35.71 0.9 35.71
12 .51
12 .51
10 35 PA 10 35 PA
LM LM
35
35
.37
.37
35.36 Ridge RL41.79 35.36 Ridge RL41.79
35.00 35.00
35
35
Gutter RL40.30 35.34
Gutter RL40.30 35.34
.33
.33
PAL PAL
M M
331°39'00"
331°39'00"
Deck Deck
151°39'00"
151°39'00"
RP1 RP1
30.175
30.175
30.175
30.175
Roof RL40.48 Roof RL40.48
397 397
Stairs Stairs
Roof RL37.20
Roof RL37.20
Roof RL39.98 Roof RL39.98
35.02
35.02
76 76
.98
.98
Stairs Stairs
34
34
TREE 0.30707 Flo Flo TREE 0.30707 Flo Flo
RL3or Le U RL3or Le PAL
M RL3or Le U RL3or Le PAL
M
5.1 vel Lev pper 5.2 vel 5.1 vel Lev pper 5.2 vel
9 el 8 9 el 8
RL3 Floor 34.99 RL3 Floor 34.99
FL35.03
FL35.03
Shed
Shed
8.0 34.96 8.0 34.96
35 6 35 6
Ridge RL41.48 35 Ridge RL41.48 35
3 5.08 3 5.08
34.69 Concrete Gutter RL40.50 Deck 35.20 34.69 Concrete Gutter RL40.50 Deck 35.20
35.07 35.07
Store Gutter RL40.33 Stairs Concrete 34.82 Store Gutter RL40.33 Stairs Concrete 34.82
35.1 35.1
35.17 7 35.17 7
TREE 0.20603 TREE 0.20603
34.6 67 34.6 67
6 34. 6 34.
Con 34.5 Con 34.5
S
FL3 hed cre Sewe2r S
FL3 hed cre Sewe2r
4.6 te Unable Manhole 4.6 te Unable Manhole
7 508 Measure to 7 508 Measure to
.31 3 1
S S
S S
0.
S S
S S
0
S
S
Invert Invert
S
S
S
S
GUM M
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
S
S S Section 4
S
S
S
S
S
34.5 34.5
GREV 0.51510 7 PAL GREV 0.51510 7 GU PAL
S
S
S
S
34.5 8 34.5 8
S S
S
S
S S S S
S S
.52 M 34. 4.5
2 M 34.
34.54 34 34.51 40
34.54 3 34.51 40
241°39'00" 241°39'00"
27.167 27.167
5.20
PASSENGER-CAR
meters
Width : 1.94
Track : 1.84
Lock to Lock Time : 6.0
0.95 3.05 Steering Angle : 33.6
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
14 WYANDRA STREET, NOOSA HEADS
MOLTI INVESTMENTS TITLE: STATUS:
14 WYANDRA STREET, NOOSA HEADS VEHICLE SWEPT PATHS FOR APPROVAL
© ABN 89 647 469 707
02 22/11/2022 REISSUED FOR APPROVAL MVP JB JB
JARO BAULEKA PLAN SHEET 1 OF 4 NOT FOR CONSTRUCTION
75 NOOSA DR RPEQ: 2693
01 03/11/2022 ISSUED FOR APPROVAL QT MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 24/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
060 20220171 A1 02
The text continues on section 5.