Original source · versioned page text
RECOR Preliminary Stormwater Management Report - 20220198
W
DRAINAGE NOTES
N
W
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR
COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES)
CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL
W
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.
W
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225 RRJ RCP OR
APPROVED EQUIVALENT.
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN
PROVIDE NEW KERB ADAPTOR OUTLET AS STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
W
PER NSC STD DWG RS-081, CONNECT PROVIDE NEW 450x450 FIELD INLET PIT 8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR
STORMWATER AND MAKE GOOD. FOR TANK OVERFLOW CONNECTION TO OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION
HYDRAULIC ENGINEERS SPECIFICATIONS LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON STORMWATER
SL: 23.90 DRAINAGE OR STRUCTURES.
W
T
100mm uPVC SN10 SW PIPE IL: 22.48 PROPOSED 3000L ATTENUATION TANK. 9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER
LENGTH: 19.2m CONNECTION TO ROOF DRAINAGE AND DRAINAGE WHERE CONNECTING ON TO EXISTING.
GRADE: 1% 10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING
STORMWATER OUTLET TO HYDRAULIC
W
USIL: 22.48 MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT
T
ENGINEERS SPECIFICATION.
DSIL: 22.28 DIRECTION PRIOR TO LAYING OF PIPES.
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN
ACCORDANCE WITH AS3996.
W
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR
T
+22.60
+22.60 MOVE UNDER WHEEL LOADS.
+22.30 +22.60
+22.80 +22.90
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH
+22.90
PROJECT SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND
W
SW SW
SW SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED
T
SW SW SW
SW SW
+22.70 WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE
+23.00 STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE
CONSTRUCTED TO.
W
+23.00
T
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE
S
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.
W
T
S
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY STANDARD
+23.26
DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH
MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5%
W
+22.98 +23.00
T
S
+23.26 +22.98 CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND
REPLACING AT THEIR COST.
+23.00 16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE
W
WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
S
T
+23.37 +23.68 +24.00 17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE
+23.98 CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS TO
+23.83
+24.00 BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
W
IMMEDIATELY.
S
T
+23.82
18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
+23.70 REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
W
SW
S
INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE
T
+24.00 THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL
SW
GUIDELINES.
SW 20. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT
W
S
T
+24.00
NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY
SW OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
AUSTRALIAN STANDARD AS1289.6.2.
SW
21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH
W
+23.90
S
+23.90
T
+24.36 NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
SW SW SW
+23.90 22. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32
IN ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER TO
W
AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND
S
T
TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS
SPECIFICATION.
100mm uPVC SN10 SW PIPE
W
LENGTH: 21.4m
S
T
GRADE: 0.5%
USIL: 23.71
DSIL: 23.60 PROPOSED 3000L ATTENUATION TANK.
W
S
T
CONNECTION TO ROOF DRAINAGE AND
PROVIDE NEW 450x450 FIELD INLET PIT STORMWATER OUTLET TO HYDRAULIC
FOR TANK OVERFLOW CONNECTION TO ENGINEERS SPECIFICATION.
W
S
T
HYDRAULIC ENGINEERS SPECIFICATIONS
SL: 23.90
IL: 22.48
W
S
T
W
S
T
W
S
T
W
S
T
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
W
S
CAPITAL PRUDENTIAL TITLE: STATUS:
T
STORMWATER LAYOUT FOR APPROVAL
3 DELORME STREET, NOOSA HEADS NOT FOR CONSTRUCTION
© ABN 89 647 469 707 JARO BAULEKA PLAN
RPEQ: 2693
S
T
75 NOOSA DRIVE
01 28/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 26/08/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK S
040 20220198 A1 01
T
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.