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RFI - 20220072 Ross Cr SWMP
LEGEND
PROPOSED STORMWATER DRAINAGE
PROPOSED GRATE
PROPOSED FIELD INLET PIT
PROPOSED STORMWATER TANK
GRATED TRENCH DRAIN ACO
KLASSIKDRAIN 100 OR SIMILAR. DRAIN
DRAINAGE NOTES
TO UNDERGROUND STORAGE TANK
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES
2.5KL UNDERGROUND STORAGE TANK AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE
WITH PUMP OUT. PUMP AND OUTLET BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE
DETAILS TO TO HYDRAULIC
ENGINEERS SPECIFICATIONS.
WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS
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.
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø150
GRADE BASEMENT PAVEMENT TO SN8 uPVC OR APPROVED EQUIVALENT.
SUMP. DRAIN TO STORAGE TANK FOR 7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
PUMP OUT.
AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND
AS1992.
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED
36.25 36.5 36.75 37.00 37.25 240o00'00"
1.0% 12.7m 24.6m 3.2% FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
40.233
Ø150 Ø150
CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE
PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
m 8.8m 1.0 10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
2.5
D01
%
% 0 Ø150 37.25 FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
5.4m 6.5% 3.9 Ø15 37.50
36.00 Ø150 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.
5)
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT
x7
25
35.75
BE LOOSE OR MOVE UNDER WHEEL LOADS.
(1
D 1m
S
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
RH
Ross Crescent
SE 6.
37.25
NI % 1
ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
VA 0.5
GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED
1 2 3 4 5 6
MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE
L
GA
35.50
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS
2x
UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED
TO.
330o00'00"
330o00'00"
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH
15.088
15.088
35.25 THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR
LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF
ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
CONTRACTORS EXPENSE.
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
37.50
ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS
240o00'00"
34.95 34.95 35.25 35.50 35.75 36.00 36.5 36.75 37.00 37.25 40.233 37.25 TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD
36.25
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
PROVIDE NEW KERB ADAPTOR
OUTLET AS PER NSC STD DWG RS-081 SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE
SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS
IDENTIFIED IN THESE PLANS IMMEDIATELY.
18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH
THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND
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 DEVELOPMENT
MARK BAIN CONSTRUCTIONS TITLE: STATUS:
PTY LTD 15 ROSS CRESCENT, STORMWATER LAYOUT RFI RESPONSE
© ABN 89 647 469 707
SUNSHINE BEACH, QLD 4567 JARO BAULEKA PLAN
75 NOOSA DRIVE RPEQ: 2693
01 02/09/2022 RFI RESPONSE ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 02/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220072 A1 01
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