Council archive · source document
Swmp · MCU22/0058
MCU
NOT FOR CONSTRUCTION
N
600x600 FIELD INLET PIT
S.L.: 25.65
I.L.: 24.75
24.70 STORMWATER PIPE
600x900 FIELD INLET PIT
STORMWATER PIT
24.68 Fire H S.L.: 26.00
ydran
Sewer
Manho
t I.L.: 24.94
A-3
NEW RESIDENTIAL DRIVEWAY le
6.0 ATTENUATION TANK
CROSSOVER AS PER NSC STD m
DWG RS-049 & RS-050. UPPER
Ø3 2.9%
DRIVEWAY ALIGNMENT - 00 CONCRETE DRIVEWAY
REFER DWG C32 24.00 Sewer
A-4
Line In
dicativ
e Only
0.00m
(Not L
ocate
d by
Surve
y)
5.00m
EET
10.00
PROVIDE RETAINING WALLS TO
STRUCTURAL ENGINEERS
15.00
Pit
12. Ø22
Ø3 1.0%
Telstr
SPECIFICATIONS.
R
17.79
a
m
23.57
3m 5
RA ST
m
1
00
1.0
m
.0m
Edge
%
of
19
Bitum
23.22
en
WYAND
EET
EET
A STR
A-5
A STR
PROVIDE 4,000L RAINWATER
40
BREAK INTO EXISTING GULLY ATTENUATION TANK OR SIMILAR AS
.7%
R
INLET, CONNECT STORMWATER PER DETAIL A. INDIATIVE LOCATION
WYAND
AND MAKE GOOD. 13 SHOWN.
R
m 00
22.68
WYAND
7.6 Ø3 A-2
18.26
m
Gully
22.36 Pit
A-1 15.00
600x600 FIELD INLET PIT
S.L.: 26.00
m
22.25 ROOF DRAINAGE TO HYDRAULIC
I.L.: 25.32 ENGINEERS SPECIFICATIONS
900x900 FIELD INLET PIT Ø100 HIGH FLOW OUTLET 27/06/2022
S.L.: 24.07 4,000L ATTENUATION TANK OR SIMILAR
EA ID: 2557785
I.L.: 22.64 RPEQ: 26443
22.10 DO NOT SCALE, IF IN DOUBT ASK!
10.00
m
ATTENUATION VOLUME
22.00
Valve
Power
SAFAR
pole
CAP LOW FLOW ORIFICE OUTLET
21.98
I STRE
Gully
21.98
22.00
Telstr
a
ET
Pit MODIFY HYDRANT TO SUIT
PROPOSED DRIVEWAY SURFACE
B 24/06/22 UPDATE ISSUE FOR MCU
A 30/03/22 ISSUE FOR MCU
BP
BP
NW
NW
Pit
Fire H Rev Date Description By Chk
22.31 Edge
ydran
t 5.00m
o f Bitu
men DETAIL A - RAINWATER ATTENUATION TANK
SAIFSATRREIET
24.82
SAFAR 23.46 Sewer
Manho
le
NEW RESIDENTIAL DRIVEWAY
CROSSOVER AS PER NSC STD
DWG RS-049 & RS-050. LOWER
STREET 24.85 ROOF DRAINAGE TO HYDRAULIC
ENGINEERS SPECIFICATIONS
ORIFICE PLATE DISK
[email protected]
37 MARY ST NOOSAVILLE, QLD
DRIVEWAY ALIGNMENT - 0.00m WITH 53mm ORIFICE 07 5211 1003
Client
REFER DWG C33 FORDE PROPERTY
HIGH FLOW TANK WALL
OUTLET
Project Name
TANK BASE
RESIDENTIAL DUPLEX DEVELOPMENT
SCREW ON 6 WYANDRA STREET
ACCESS CAP
NOOSA HEADS
ROADWORKS AND DRAINAGE NOTES Title
OUTLET TO ORIFICE DISK TO BE GLUED INSIDE 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 DRAINAGE JUNCTION. uPVC OUTLET FROM
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 NETWORK TANK TO BUTT UP AGAINST
IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL ORIFICE DISK
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA
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 LOW FLOW OUTLET WITH SCREW CAP
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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