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20220237 73 Southern Cross Pde SWMP
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
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DRAINAGE NOTES:
12. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE
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DETAILS. PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED
SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS
BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES EXPENSE.
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND
S
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CP 671 TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL 13. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
SP111801 RP225123 DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS. ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5%
LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5%
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AND TESTED TO BE IN ACCORDANCE WITH RELEVANT CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY
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150 STUB CONNECTING ROOF AUSTRALIAN STANDARDS. BY REMOVING AND REPLACING AT THEIR COST.
WATER TO FIELD INLET PIT
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4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL 14. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72
BE: Ø225 RRJ RCP OR APPROVED EQUIVALENT. MESH IN ACCORDANCE WITH NSC STD DWG RS065, AS1679 AND
3
.09
.2
37
1
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37
AS3600 UNO
1 5. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO
2
RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT 15. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH
37.5
39.4
39.6
39.8
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2
11.8% OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COmmENCING
37.6
37 LIMITED TO AS4058 AND AS1992.
.5 WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
S
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39 CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
.83 0.5% 6. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN
0.5% DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO IMMEDIATELY.
39
UP
0 3.2% 2 .60 CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO
3 9.9 1 37.92 EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE 16. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY
1 IN 2.5
37
OR STRUCTURES. WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
.9
38.6
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3
37.83
4W
SWIMMING HEALTH AND SAFETY ACT 2011.
16.8%
FFL 40.45
.2
7. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
3
38
POOL
STORMWATER DRAINAGE WHERE CONNECTING ON TO 17. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE
1
38.8
FFL 40.43 5.1%
EXISTING. KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK
ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
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3
39.0
FFL 40.43 8. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
2 .87 COUNCIL GUIDELINES.
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UP 39 UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH
39
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OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR
.2
40 18. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST
.48 73 TO LAYING OF PIPES.
39.
UNIT 2 38. .6
8
75 mm THICK BUT NOT EXCEEDING 150 mm IN THICKNESS, AND
38
4
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40.0
FFL 40.50 38.53 9. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM
DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
39.6
9.6% 4 TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
1 IN AUSTRALIAN STANDARD AS1289.6.2.
40.2
10. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND
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GARAGE 19. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN
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39 39 AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
FFL 40.50 .40 .1 4 9.1
2 .08 .90 ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES,
3 39 38
DRAWINGS AND SPECIFICATIONS.
25.0% 16.67% 5.0% 2.5%
.87 11. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
40.4
39 ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL 20. INTERNAL CONCRETE TO BE 125mm THICK (EXCLUDING
39
CP AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE
24.6%
FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND
.4
39
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SP111802 STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN
.
30
39
39.20 AS3600. SL72 MESH MIN 50mm TOP COVER TO AS1304. MIN
31
STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN
.6
100mm BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION
39
39.
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ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
.8
40
CRAZY SUBJECT STRUCTURE TO BE CONSTRUCTED TO. STRUCTURAL ENGINEERS SPECIFICATION.
.0
PAVED AREA
40
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.5 5
.2
16.67% 5.0% 2.5% 39
SOUTHERN CROSS PARADE
.38
39.
UNIT 1 40 .80 39 39
UP GARAGE 39 .78 .7 LEGEND:
39.9
81
4 39.70
FFL 41.50 FFL 40.50
W 9
150 STUB CONNECTING ROOF
S
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WATER TO FIELD INLET PIT ADJACENT BOUNDARY
UP 1.5%
40
PROPOSED BOUNDARY
.43 .47
BINS
40.5 EXISTING CONTOUR MAJOR
40 40
.41
17.9%
40 40
40
FFL 41.48 .40 .39
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EXISTING CONTOUR MINOR
Edge of Bitumen
LAWN
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FFL 40.43
14.6%
2 EXISTING FENCE
2
S
40
.41 EXISTING BUILDING
\ \ \ \ \ \ \ \ \ \ \
1 40
SW
.43
2 SWIMING POOL
FFL 40.25
EXISTING KERB AND CHANNEL
FFL 41.45 40.8
6 E E EXISTING ELECTRICITY
40.
W
SW SW EXISTING STORMWATER
88
40.74
5.3%
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6.3% W W EXSTING WATER
S
S S EXISTING SEWER
ELECTRICITY SERVICE
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41.40 EXISTING STORMWATER MANHOLE
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EXISTING WATER FIRE HYDRANT
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EXISTING WATER METER
.51
SW
1 2
41
SP194330 EXISTING SEWER CHAMBER
SP194330 41.53
.63
EXISTING TREE
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41
SW
40.5 PROPOSED CONTOUR MAJOR
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PROPOSED CONTOUR MINOR
PROPOSED RETAINING WALL
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PROPOSED STORMWATER PIPE
PROPOSED STORMWATER PIT
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1 0 1 2 3 4 5
SCALE (metres)
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1 : 100 (FULL SIZE)
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CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
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IZAROX QLD PTY LTD TITLE: STATUS:
73 SOUTHERN CROSS PARADE STORMWATER FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
SUNRISE BEACH, QLD, 4567 BEN PARRY LAYOUT PLAN CONSTRUCTION
RPEQ: 28084
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75 NOOSA DRIVE
01 31/10/22 MCU / OPW ISSUE MVP BRP BRP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP 1:100 DATE: 31/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
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RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220237
SIZE:
A1 01
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