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Civil Works · MCU22/0058
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
MCU
NOT FOR CONSTRUCTION
D STORMWATER PIPE
N
STORMWATER PIT
TRENCH DRAIN
nt
24.70 24.79
ydra
H
ATTENUATION TANK
Fire
24.68 LINE OF ROOF OVER
Sewer Manhole
UPPER DRIVEWAY ALIGNMENT.
REFER DWG C33 CONCRETE DRIVEWAY
Sewer PROVIDE SW INLET PITS ON
24.00 24.10 Line In GROUND LEVEL. LOCALLY GRADE CONCRETE DRIVEWAY
d icative (BASEMENT)
OnlyRUN-OFF
(Not L TOWARDS PIT TO
n
Kerb
itume
CAPTUREocateUPSTREAM
d by S FLOWS
urvey)
D
REET
k of
of B
Ø1 I N 1
@
c
50m %
a
M
B
Edge
mDu
Pit a
Telstr
VCP
PROVIDE NEW RESIDENTIAL DRIVEWAY 23.57
RA ST
23.
CROSSOVER AS PER NSC STD DWG
67
PROVIDE RETAINING WALLS TO
RS-049 & RS-050 WITH BRIDGED
D
STRUCTURAL ENGINEERS
CROSSING AS PER DETAIL B ON DWG C31
SPECIFICATIONS.
@ MIN uPD
Ø150m
23.22
D
0
23.3
WYAND
1%
m V
C
00
23.
40
BREAK INTO EXISTING GULLY PROVIDE 4,000L RAINWATER
D
INLET, CONNECT STORMWATER ATTENUATION TANK OR SIMILAR AS
AND MAKE GOOD. D PER DETAIL A ON DWG C31.
22.68
D INDIATIVE LOCATION ON GROUND
D FLOOR SHOWN.
C
uPV
D
5mm
D
22
.57 Ø22 IN 1%
D
@M
22.59
Ø225 Pit
Gully
D 1/04/2022
mm u
22.36 @ MIN
22.49
D PVC D EA ID: 2557785
1% RPEQ: 26443
22
.47
D
D
Ø100m DO NOT SCALE, IF IN DOUBT ASK!
m
@ MIN uPVC
22.25 22.36 D
1% D
22.21
22.10
PROVIDE SW INLET PIT
22.12 A 30/03/22 ISSUE FOR MCU BP NW
ON GROUND LEVEL. Rev Date Description By Chk
22.0
0 22.08
Po Valve
08
22. we
r CAP
21.98 po TRENCH DRAIN AT BASEMENT
it 22.09 le Telstra P
lly P .98 it THRESHOLD, NOMINALLY ACO
Gu 21
22
.00 22
.42 Back Fire Hydrant KLASSIK-DRAIN 100 OR SIMILAR
of Ker [email protected]
22.
31
Edge b
of Bitu 23.58 37 MARY ST NOOSAVILLE, QLD
men 24.82
SAFARI 23 Sewer Manhole 07 5211 1003
.46
Client
STREET
24.95 MODIFY HYDRANT TO SUIT FORDE PROPERTY
24.8
5 PROPOSED DRIVEWAY SURFACE Project Name
RESIDENTIAL DUPLEX DEVELOPMENT
LOWER DRIVEWAY
6 WYANDRA STREET
ALIGNMENT. REFER DWG C32 NOOSA HEADS
ROADWORKS AND DRAINAGE NOTES Title
ROADS AND DRAINAGE LAYOUT PLAN
1. BUILDING DRAINAGE DETAILS.TO CONFORM TO REQUIREMENTS OF HYDRAULIC ENGINEER, 11. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL
SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS. DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES) 12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND
CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS. RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE Project No. Discipline Status
NOT LIMITED TO AS4058 AND AS1992. CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND REPLACING AT THEIR COST. 20220078 PRELIMINARY
CIVIL
8. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING 13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC STD DWG RS-065,
ON TO EXISTING. AS1679 AND AS3600 UNO Designed By Drawn By Scale
(at
14. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED BRP BRP 1:100 A1)
9. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
10. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE FOOTWAY AREA IN
Drawing No. Revision
LOADS. ACCORDANCE WITH COUNCIL GUIDELINES.
C30 A
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