Council archive · source document
RFI - Eng Plans · MCU22/0172
Plans and drawings: the text below has words only, no drawings.
S
W
S
W
S
W
S
W
N
S
W
S
W
NEW CONNECTION TO S
EXISTING SEWER SERVICE
W
S
W
NEW TYPE 'B1' BARRIER
KERB TO REPLACE EXISTING
STORMWATER PIT
S
W
GRANT STREET
S
W
S
W
PROPOSED RESIDENTIAL DRIVEWAY TO
BE CONSTRUCTED IN ACCORDANCE
WITH IPWEA RS-049 & RS-050
S
W
1.5m WIDE FOOTPATH TO BE
S
CONSTRUCTED IN ACCORDANCE WITH
W
NSC STD DWG RS-065.
S
W
NEW STORMWATER INLET
S
PIT AND BARRIER KERB.
W
MATCH NEATLY TO EXISTING
LEVELS
S
W
NEW CONNECTION TO
EXISTING WATER SERVICE
S
W
S
W
S
W
W
W
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
W
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
W
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
W
PROPOSED RESIDENTIAL DUPLEX
INTEGRA PARTNERSHIPS TITLE: STATUS:
22 GRANT STREET LAYOUT PLAN FOR APPROVAL - NOT FOR
W
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 NATHAN WAGSTAFF CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 09/11/2022 ISSUED FOR APPROVAL MVP NW NW 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:
W
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220218 A1 01
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 4 pages
Page 2
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
DEMOLISH EXISTING STORMWATER BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
PIT END REMOVE APPROX 8m OF 4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225
REDUNDANT PIPE. REINSTATE
KERB TO MATCH EXISTING SW SW SW SW SW SW RRJ RCP OR APPROVED EQUIVALENT.
SW 7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
SW AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND
GRANT STREET
SW
SW AS1992.
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
0.5
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
0.25
STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
SW
90 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.
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT
BE LOOSE OR MOVE UNDER WHEEL LOADS.
5
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
SW
ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
SW
GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED
BU
MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE
CP
SW
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS
P5
1.3
0.5
UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED
71
SW
TO.
SW
4 14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH
THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR
2
SW LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF
SW
SW
ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
1
CONTRACTORS EXPENSE.
SW
0.4
SW SW SW SW SW SW SW 15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
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
PROVIDE HUMES STORMTRAP OR
EQUIVALENT OSD WITH MIN. 6000L STORAGE
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
01 09/11/2022 ISSUED FOR APPROVAL MVP NW NW 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
Page 3
BU
PASSENGER-CAR
P1
AUSTROADS 2013 (AU)
N BU 37
P1 31
37
(c) 2022 Transoft Solutions, Inc. All rights reserved.
31
GRANT STREET
GRANT STREET
B99 (AU_NZ)
PAAUSSTSROADS
STANDARDS 2004
All rights reserved.
(c) 2022 Transoft Solutions, Inc.
B99 (AU_NZ)
STANDARDS 2004
All rights reserved.
(c) 2022 Transoft Solutions, Inc.
ENGE2013 (
PASSENGER-CAR
AUSTROADS 2013 (AU)
90
R-CAU)
PASSENGER-CAR
(c) 2022 Transoft Solutions, Inc. All rights reserved.
90
AUSTROADS 2013 (AU)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
AR
PASSENGER-CAR
AUSTROADS 2013 (AU)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
BU
PASSENGER
AUSTROAD
BU P1
P1 37
37 31
31
(c) 2022 Transoft Solutions, Inc. All rights reserved.
S 2013 (AU)
-CAR
GRANT STREET
GRANT STREET
E N G E R- CAR)
PASSENGER-CA
S
PAS OADS 2013 (AU
AUSTROADS 2013 (AU)
PASSENGER-CAR
rights reserved.
Inc. All
Solutions,
Transoft
AUSTR
(c) 2022
AUSTROADS 2013 (AU)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
B99
B99 STANDARDS 2004 (AU_NZ)
90
reserved.
(c) 2022 Transoft Solutions, Inc. All rights
STANDARDS 2004 (AU_NZ)
90
reserved.
(c) 2022 Transoft Solutions, Inc. All rights
PASSE
AUSTROADS 2013 (AU)
R NGER-CAR
(c) 2022 Transoft Solutions, Inc. All rights reserved.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
INTEGRA PARTNERSHIPS TITLE: STATUS:
22 GRANT STREET VEHICLE SWEPT PATHS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 NATHAN WAGSTAFF SHEET 1 OF 2 CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 09/11/2022 ISSUED FOR APPROVAL MVP NW NW 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
060 20220218 A1 01
Page 4
BU
P1
N 37
31
PASSENGER-CAR
AUSTROADS 2013 (AU)
GRANT STREET
GRANT STREET
(c) 2022 Transoft Solutions, Inc. All rights reserved.
PA
AUSSSEN
T R O ADSGER
90 90
2013-CA
(A U) R
B99
STANDARDS 2004 (AU_NZ)
B99
(c) 2022 Transoft Solutions,
Inc. All rights reserved.
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
PASSENGER-CAR
PASSENGER-CAR AUSTROADS 2013 (AU)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
AUSTROADS 2013 (c) 2022 Transoft
Solutions, Inc.
PASSENGE
(AU)
All rights reserved.
AUSTROADS 20R13-C (c) 2022 Transoft
Solutions, Inc.
All rights reserved.
(AU)
AR
PASSENGER-CAR
AUSTROADS 2013 (AU)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
GRANT STREET
GRANT STREET
PAST
AU
SSENGER-CARPASSENGER-CAR
ROADS 2013 (AU) AUSTROADS 2013 (AU)
90 90
PASSEN GER-CA R PASSEN GER-CA R
ADS 2013 (AU)
AUSTRO
reserved.
(c) 2022 Transoft Solutions, Inc. All rights
ADS 2013 (AU)
AUSTRO
rights reserved.
(c) 2022 Transoft Solutions, Inc. All
(c) 2022 Transoft Solutions, Inc. All rights reserved.
B99 B99
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions,
Inc. All rights reserved.
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions,
Inc. All rights reserved.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
INTEGRA PARTNERSHIPS TITLE: STATUS:
22 GRANT STREET VEHICLE SWEPT PATHS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 NATHAN WAGSTAFF SHEET 2 OF 2 CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 09/11/2022 ISSUED FOR APPROVAL MVP NW NW 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
061 20220218 A1 01
Page 5
N
GRANT STREET
Vertical Geometry Grade (%) 12.500 % 2.500 % 5.001 % 1.235 % 0.000 %
Vertical Grade Length 1.500m 1.500m 1.500m 3.400m 1.200m
Vertical Curve Length (m)
Vertical Curve K Value
DATUM R.L. 17.00
DEPTH TO
-0.000
-0.088
-0.015
-0.122
-0.421
-0.652
-0.932
NATURAL SURFACE
DESIGN HEIGHT
21.058
21.245
21.283
21.358
21.377
21.395
21.400
NATURAL SURFACE
21.058
21.157
21.268
21.480
21.798
22.047
22.332
CHAINAGE
1.5
4.5
7.5
0
3
6
9
HORIZONTAL SCALE 1:100
VERTICAL SCALE 1:100
LONGITUDINAL SECTION Driveway
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
INTEGRA PARTNERSHIPS TITLE: STATUS:
22 GRANT STREET DRIVEWAY LONG SECTION FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 NATHAN WAGSTAFF CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 09/11/2022 ISSUED FOR APPROVAL MVP NW NW 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
062 20220218 A1 01
Used in these records
RFI - Eng Plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 1.2 MB (small file)
- File type
No other editions are linked here.