Council archive · source document
Building Approval · MCU22/0116.01
Original PDF page 41, section 2. The text section number identifies this passage in the reader.
2
SW
v W
CJ
0
m3m
v
STORMWATER PIT
S
W
pol
e ALIGNMENT TO MORE CLOSELY FOLLOW 5 JANUARY 2023
m
CJ
v S
v
42
v W
.
v
28
r
W
Ø300
NATURAL SURFACE DUE TO STEEP GRADES AND
CJ
we
v
W
3m
Po
v
v
W TRENCH DRAIN
CJ
SW
.4
EJ
1
ENSURE CLEARANCE FROM
pole INTERSECTION. LOW
28
27.23
0
v W
Power
v
30.
W
EJ
W
Back o
v
EJ 89 SPEED & TRAFFIC ENVIRONMENT IN DELORME 3KL RAINWATER TANK
29.
CJ
5.000 CJ W
m
SW
f
Edge o Kerb
W
v
m
CJ
9
SW
SW
STREET SO CONSIDERED SAFE FOR ACCESS &
v
58
2x(75x125x3) GALVANISED RHSSW MANH
.0
W
.
SW
29
27
CJ
CJ
W
CJ
OLE f Bitum A
v
CONTROL JOINT
CJ
SW
LENGTH: 9.7mIL: 25.73
v W
EJ
en 28.3 EGRESS
SW
W
8
v
29.83
SW
v W
1 EJ EXPANSION JOINT
GRADE: 3.8%
SW
SW
W
29.72
v
SW v
W
6
6
v
.2
.5
SW
W
USIL: 28.20
28
29
8
9
v
NEW KERB
.2
SW W
.2
29.24 v
30
27
W
Ø300m
SW
DSIL: 27.83
v
W
m RCP
SW v
SW
v
6
29.4 PROVIDE NEW 600x600
SW W
2
W NEW CONCRETE DRIVEWAY
.1
SW v
v
29
W
125mm THICK N32
SW
SW v
STORMWATER INLET PIT
W
SL72 MESH, 50mm TOP COVER
v
v W
7
SW
SW
SL: 29.30
W
.4
SW v
28
v W
0.000
SW
W
m
IL: 28.68
SAFARI
v
W
SW MA
v
v
W
N
IL: 28.7 HOLE
W
v
v W
29. W
50
v
STREET
Power pole W
W
W
W
W
W
PROVIDE NEW RESIDENTIAL
W
3
W
.4
W
DRIVEWAY CROSSOVER TYPICALLY
30
Ø150mm uPVC SN8 W
W
AS PER NSC STD DWG RS-049 AND LENGTH: 15.0m
W
6
PROVIDE NEW KERB ADAPTOR PROVIDE KERB RAMP AS PER
.8
RS-050. GRADE: 1.5% NOTE:
30
OUTLET FOR 2x(75x125) RHS FOR NSC STD DWG SD:9006
USIL: 28.68 EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
SITE DRAINAGE. IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
DSIL: 28.45 LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
GARAGE 1 DRIVEWAY ALIGNMENT. SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
REFER TO C42 FOR VERTICAL SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
ALIGNMENT DETAIL PROVIDER SPECIFICATIONS AND STANDARD DETAILS
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL DUPLEX AT 22 DELORME ST
1:100 TITLE: STATUS:
D 06/12/22 RFI UPDATE ML BP NW ROADS & DRAINAGE ISSUED FOR APPROVAL
© ABN 89 647 469 707 C 21/10/22 REISSUED FOR APPROVAL MVP BRP NW SANTIAGO NOMINEES NATHAN WAGSTAFF LAYOUT PLAN
B 12/06/22 REVISED ARCH LAYOUT BRP BRP NW
37 MARY ST RPEQ: 26443
A 19/05/22 MCU ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 06/12/22 SIZE:
Document Set ID: 22234486
RECORCONSULTING.COM REVISIONS C40 20220130 A1 D
Version: 2,
1, Version Date: 10/01/2023
09/01/2023
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Building Approval.pdfRelated documentApplication case desk ↗
About this file
- File size
- 7.5 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.