Original source · versioned page text
RFI - Attachment 3 - Stormwater Management Plan
Original PDF page 34, section 2. The text section number identifies this passage in the reader.
/s
10
5
38
0.0
00
W
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND
Q a= 6L s /s Q a= 8L s
W
Q i=4 0L/ 5L % Q i=1 0L/
10 1.2
S
Q b= Q b=
.2m 75 00
Q Q 0.0
38 Ø3
AS1992.
37
S
W
SW 8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED
SW
)
85 00
1. 0.0
79( s 36
W
3 . /
C- u=1 50L /s
0
5 .0 /s
C- u=7 39L /s
K c= 50L /s
Q a= 0L s S FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
W
K c= 39L /s Q i=5 0L/ 00
L/s 0.0
W
64 1.0%
CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE
3
Q 1a.= 394L s Q b= 35
Q 9i=m3 0LL/s/ Q
.6m 5
Ø3 b=1.
Q 46 Ø37
S
Q75 0%
0.0
00
PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
SW
34
108
W 9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
)
78
W
2.
4(
4 .5 /s
10
C- u=2 35L /s
0
.00
STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
8
0
S
W
K c= 35L /s 33
Q a= 5L s
Q i=3 0L/
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
Q b=
Q 00
0.0
32
FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
SW
S
W
00
31
0.0
W STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
W
30
0.0
00 11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE
CLASS "D" IN ACCORDANCE WITH AS3996.
SW
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT
00
0.0
S
W
29
BE LOOSE OR MOVE UNDER WHEEL LOADS.
W
00
0.0
28
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
SW
27
0.0
00
ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
S
W
GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED
W
00
0.0
MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE
26
25
0.0
00
S CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS
UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED
SW
105 00
0.0
TO.
24
W
S
S
S
0.0
00
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH
SW W
23
THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR
S
0
S
11
00
105
22
0.0
S LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF
W
S
21
0.0
00
ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
S CONTRACTORS EXPENSE.
10
8
0
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
0.00
20
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ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
W
00
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