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Original PDF page 21, section 1. The text section number identifies this passage in the reader.
DRAINAGE NOTES: PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED
SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS
DETAILS. EXPENSE.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE 12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS.
TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5%
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DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS. CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5%
CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE BY REMOVING AND REPLACING AT THEIR COST.
S
55 LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED
WM P9319
AND TESTED TO BE IN ACCORDANCE WITH RELEVANT 13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72
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AUSTRALIAN STANDARDS. MESH IN ACCORDANCE WITH NSC STD DWG RS065, AS1679 AND
PROPOSED ROCK PP AS3600 UNO
TO PROTECTION 42
5.
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1 4. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO
PP 15 RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT 14. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH
15.6
.8
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LIMITED TO AS4058 AND AS1992. OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COmmENCING
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DAVID L
WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
5. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
16.2 IMMEDIATELY.
16
DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO
15.8
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FFL 17.135
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.0
SWIMMING POOL CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO
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OW WAY
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FFL 15.54 EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE 15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY
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OR STRUCTURES. WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
16.4
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HEALTH AND SAFETY ACT 2011.
16.0
6. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
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0
16.
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.5 FFL 18.18 16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE
STORMWATER DRAINAGE WHERE CONNECTING ON TO
16
2
FFL 16.50 EXISTING. KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK
16.2
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ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
FFL 17.53 CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
OET
7. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY
48
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50 7. FFL 17.53 UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH COUNCIL GUIDELINES.
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1
100uPVC SN8
16. FFL 17.25
21 OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR
UNIT 1
16.4
GRADE 0.5% TO LAYING OF PIPES. 17. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST
P9313
USIL 16.55
17
75 mm THICK BUT NOT EXCEEDING 150 mm IN THICKNESS, AND
17
.2
DSIL 16.52
4
.1
COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM
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8. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS
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GARAGE
8
FFL 17.53 TO BE CLASS "D" IN ACCORDANCE WITH AS3996. DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
W
16.6
AUSTRALIAN STANDARD AS1289.6.2.
0.5m
6.7%
17
12.50%
.0
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9. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND
0
16.67% PROPOSED 18kL
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18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN
16
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AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
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CONCRETE WATER TANK
.6
ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES,
5
RL 17.132
16
DRAWINGS AND SPECIFICATIONS.
16
.8
.8
IL 14.282 10. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
.6
1
16
2
.0
PROPOSED VEHICLE CROSSOVER ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL 19. INTERNAL CONCRETE TO BE 125mm THICK (EXCLUDING
17
AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE
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IN ACCORDANCE WITH IPWEA STD
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FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND
.2
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17
DRG RS 049 AND RS 050 FFL 17.58 STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN AS3600. SL82 MESH AT 40mm TOP COVER TO AS1304. MIN 100mm
PROPOSED 18kL
12.5% CONCRETE WATER TANK STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND
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ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE
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OE 5.5m
RL 17.387 TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
4
SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
17.
IL 14.537 STRUCTURAL ENGINEERS SPECIFICATION.
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SWIMMING
2.8% GARAGE CP
POOL 11. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES
29 5.0% FFL 17.53 UNIT 2 FFL 15.93
SP204267
10 7. COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE
7. 1
17
1
.1
FFL 17.53
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2
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2
.4
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17
W
FFL 17.53
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OE
17
100uPVC SN8
17.4
.4
0.5m
8
GRADE 0.5%
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LEGEND:
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USIL 17.22
DSIL 17.20 FFL 17.45
ADJACENT BOUNDARY
W
FFL 18.08
17.6
18.2
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0
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WM .0 PROPOSED BOUNDARY
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PROPOSED 600 8
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1
WIDE DISH DRAIN FH
0 18.4 17.0 EXISTING MAJOR CONTOUR (INTERVAL 0.2m)
.0
18 WM EXISTING MINOR CONTOUR (INTERVAL 0.1m)
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17
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.4
7
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EXISTING FENCE
W OE
MATCH NEATLY TO
EXISTING SURFACE EXISTING BUILDING
\ \ \ \ \ \ \ \ \ \ \
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W
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51
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P9319 OE EXISTING OVERHEAD ELECTRICITY
FH SW EXISTING STORMWATER
W EXSTING WATER
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OE
OE
S EXISTING SEWER
T EXISTING TELSTRA
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EXISTING TELSTRA PIT
FH
EXISTING WATER FIRE HYDRANT
WM
EXISTING WATER METER
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EXISTING SEWER MANHOLE
EXISTING TREE
125mm THICK 32MPa CONCRETE WITH
SL82 MESH, 40 TOP COVER
17.0 PROPOSED MAJOR CONTOUR (INTERVAL 0.2m)
100mm THICK TYPE 2.3 BASE OR
APPROVED EQUIVALENT PROPOSED MINOR CONTOUR (INTERVAL 0.1m)
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EXISTING SUBGRADE COMPACTED PROPOSED RETAINING WALL
TO 100% SMDD
PROPOSED STORMWATER PIPE
PROPOSED CONCRETE PAVEMENT
DRIVEWAY PAVEMENT DETAIL
SCALE 1:10
PROPOSED CONCRETE SPOON DRAIN
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PROPOSED GROUTED ROCK SCOUR PROTECTION
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
North Point Approved Project Address Title
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B. PARRY 206 DAVID LOW WAY SITEWORKS AND DRAINAGE LAYOUT PLAN
N RPEQ 28084 PEREGIAN BEACH QLD 4573
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 17.10.23 RFI UPDATE HL BP www.recorconsulting.com | ABN 89 647 469 707 MADELEINE SWETE KELLY PROPOSED UNIT 20230023 A1
A 31.03.23 OPW ISSUE QT BP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This DEVELOPMENT Drawing Number Revision
040 B
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
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