Council archive · source document
RFI - Engineering Plans · MCU22/0197
Plans and drawings: the text below has words only, no drawings.
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
N
DRAINAGE NOTES:
12. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE WITH THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT
DETAILS. 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.
S
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND
SW
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%
SW
AND TESTED TO BE IN ACCORDANCE WITH RELEVANT CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY
W
150 STUB CONNECTING ROOF AUSTRALIAN STANDARDS. BY REMOVING AND REPLACING AT THEIR COST.
S
WATER TO FIELD INLET PIT
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL 14. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72
3
.09 BE: Ø225 RRJ RCP OR APPROVED EQUIVALENT. MESH IN ACCORDANCE WITH NSC STD DWG RS065, AS1679 AND
.2
SW
37
37
AS3600 UNO
5. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO
2
37.5
15. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH
39.4
RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT
39.6
39.8
W
2
11.8%
37.6
37 LIMITED TO AS4058 AND AS1992. OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COmmENCING
.5 WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
S
SW
39 CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
.83 0.5% 6. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN
0.5% 39 DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO IMMEDIATELY.
UP .6
3.2%
.90 0 CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO
39 37.92 EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE 16. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY
37
1 IN 2.5
.93
WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
38.6
OR STRUCTURES.
SW
4W
37.83
SWIMMING HEALTH AND SAFETY ACT 2011.
16.8%
.2
FFL 40.45
38
POOL 7. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
17. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB
38.8
FFL 40.43 STORMWATER DRAINAGE WHERE CONNECTING ON TO
5.1%
EXISTING. AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK
ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
SW
39.0
FFL 40.43 3,000Ltr tank to be added 8. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
.87
S
39 under the driveway UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH COUNCIL GUIDELINES.
39
UP
W
and connect into the OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR
.2
40 18. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST
39.
.48 73 TO LAYING OF PIPES.
38.
UNIT 2 8.
68
stoirmwater design 75 mm THICK BUT NOT EXCEEDING 150 mm IN THICKNESS, AND
4
SW
3
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
39.6
TO BE CLASS "D" IN ACCORDANCE WITH AS3996. DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
9.6% 4
1 IN AUSTRALIAN STANDARD AS1289.6.2.
40.2
S
GARAGE 10. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND
W
19. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN
SW
39 39 2 8 0 AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
FFL 40.50 .40 .14
39.1 3 9.0 3 8.9 ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES,
DRAWINGS AND SPECIFICATIONS.
.87 25.0% 16.67% 5.0% 2.5%
40.4
11. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
39 ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL 20. INTERNAL CONCRETE TO BE 125mm THICK (EXCLUDING
39
24.6%
CP AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE
.4
39
FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND
SW
SP111802
.3
STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN
39
0
39.20 AS3600. SL72 MESH MIN 50mm TOP COVER TO AS1304. MIN
31
4.5m
.6
STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN 100mm BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION
39
39.
W
S
ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE
.8
AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
40
CRAZY SUBJECT STRUCTURE TO BE CONSTRUCTED TO. STRUCTURAL ENGINEERS SPECIFICATION.
.0
PAVED AREA
40
SW
.2
16.67% 5.0% 2.5%
SOUTHERN CROSS PARADE
.38
39.
UNIT 1 40 .80 39.7 39 39.55
UP
39
39.9
81
GARAGE 8 .74 LEGEND:
39.70
9
FFL 41.50 FFL 40.50
W
150 STUB CONNECTING ROOF
S
SW
WATER TO FIELD INLET PIT ADJACENT BOUNDARY
UP 1.5%
40
PROPOSED BOUNDARY
.43 .47
BINS
40 40
.41
40.5 EXISTING CONTOUR MAJOR
17.9%
40 40
40
FFL 41.48 .40 .39
SW
Edge of Bitumen
EXISTING CONTOUR MINOR
LAWN
W
14.6%
FFL 40.43
EXISTING FENCE
S
40
.41 EXISTING BUILDING
40
SW
.43 EXISTING KERB AND CHANNEL
SWIMING POOL
FFL 41.45 FFL 40.25
40.8
6 E E EXISTING ELECTRICITY
40.
W
88
40.74 SW SW EXISTING STORMWATER
SW
5.3% 6.3%
S
W W EXSTING WATER
S S EXISTING SEWER
ELECTRICITY SERVICE
SW
EXISTING STORMWATER MANHOLE
W
41.40
EXISTING WATER FIRE HYDRANT
S
EXISTING WATER METER
.51
SW
1
41
2
SP194330 EXISTING SEWER CHAMBER
SP194330 41.53
.63
W
41
EXISTING TREE
SW
S
40.5 PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
PROPOSED STORMWATER PIT
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
STORMWATER LAYOUT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
SUNRISE BEACH QLD 4567 NATHAN WAGSTAFF PLAN CONSTRUCTION
B 23/02/23 INFORMATION RESPONSE QT JB JB
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
1:100 DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220237 A1 B
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