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20220218 22 Grant SWMP · MCU22/0172
LEGEND
SW SW PROPOSED STORMWATER DRAINAGE
PROPOSED GRATE
PROPOSED FIELD INLET PIT
PROPOSED STORMWATER TANK
DRAINAGE NOTES
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
BU CP 2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES
P1 AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE
37 BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE
WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS
3 1 AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO
BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
DEMOLISH EXISTING STORMWATER
SW
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225
PIT END REMOVE APPROX 8m OF
REDUNDANT PIPE. REINSTATE
SW SW SW SW SW SW SW RRJ RCP OR APPROVED EQUIVALENT.
KERB TO MATCH EXISTING SSW
W SW SW 7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
SW AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND
GRANT STREET
SW AS1992.
SW
SW
SW SW SW SW
SW 8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED
FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE
PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
SW
SW
SW
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
SW
STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
0.25
SW
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
1
SW
FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
SW
SW
90
SW
STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE
CLASS "D" IN ACCORDANCE WITH AS3996.
SW SW
SW
SW
SW SW 12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT
BE LOOSE OR MOVE UNDER WHEEL LOADS.
4
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
SW ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
SW
SW
SW
GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED
BU
MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE
CP
SW
1.5
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS
0.5 SW
SW
P5 UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED
71
SW
SW
TO.
4 14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH
THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR
2.4
SW LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF
SW
SW SW SW SW SW SW
SW
ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
1
SW SW SW CONTRACTORS EXPENSE.
SSW
W
0.4
SW SW SW SW SW SW SW SW 15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
SW ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS
TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD
CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE
CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND
REPLACING AT THEIR COST.
16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN
ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL
SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE
PROVIDE NEW ON GRADE LIP IN LINE STORMWATER
SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS
INLET PIT AS PER NSC STD DWG DS-061 TO DS-063. IDENTIFIED IN THESE PLANS IMMEDIATELY.
MAKE SMOOTH JOIN TO EXISTING Ø375 SW PIPE 18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH
SL: 21.01 THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND
IL: 19.76
SAFETY ACT 2011.
19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND
CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE
FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE
FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
20.ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM
THICK BUT NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED
TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD
AS1289.6.2.
21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE
WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND
SPECIFICATIONS.
22.INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED
TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND AS3600. SL72
MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE
WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF INTERNAL
CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
INTEGRA PARTNERSHIPS TITLE: STATUS:
22 GRANT STREET STORMWATER LAYOUT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 NATHAN WAGSTAFF PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 23/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220218 A1 01
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