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Attachment 1 - RECOR RFI Cover Letter Response_20210216
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
28 September 2022
Ref: MCU22/0084
Noosa Council
PO Box 141
TEWANTIN QLD 4565
Attention: Mark Lewis
Dear Sir,
Re: Information Request
At: 62 Gateway Dr, Noosaville, Qld 4556
With reference to the abovementioned information request for the development
application (ref: MCU22/0084), we have been engaged to prepare additional information
and design plans to respond to your queries as follows:
Items 2. – 4. HRV/MRV zone and parking
The design plans have been updated to address the information request with the
additional details below:
- The occasional parking space has been increased to the size required for a semi-
trailer loading bay (15.0m x 3.6m) to comply with the Driveway and Parking Code.
The occasional parking area will therefore be suitable for use as a semi-trailer to
serve all tenancies if required.
- The occasional HRV/MRV parking area has been relocated further into the site to
reduce the risk of traffic conflicts at the entry/exit to the premises. This further
prevents the obstruction of the PWD space and visitor parking
- Spaces to the rear of the site, which may be obstructed while the service vehicle
bay is occupied, are now nominated as staff parking to minimise disruption to
users of the site.
Item 5. Crossover impact on existing stormwater structure
The design plans have been updated to generally align with Standard Drawings RS-051
and Council’s Drainage Standard Drawings. The proposed plans improve the drainage
situation by:
• Replacing the existing lintel and inlet with a new lip-in-line kerb inlet pit further
south of the driveway wing to ensure a minimum of 1m clearance to the pit
lintel. This will allow for capture of the existing kerb and gutter flows from
Gateway Drive, with the new grated inlet opening providing for greater
hydraulic capture.
• The existing pit chamber will be modified to extend to approximately 2m in
length to retain the existing piped inlet and outlet connections so the existing
P +61 7 5211 1003 A 75 Noosa Drive, Noosa Heads QLD 4567 E [email protected] recorconsulting.com
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Section 2
drainage isn’t compromised, while extending the chamber to the kerb inlet
opening. A concrete cover is to be provided above the existing pit.
• The pit chamber and pipes will remain accessible for maintenance through the
proposed grated inlet pit.
As the existing pipes aren’t impacted, the hydraulic intake efficiency of the pit is improved
and the lintel is clear of the driveway so the proposed replacement would minimise any
impact to the existing stormwater.
Item 6. Stormwater Management Plan
The original Stormwater Management Strategy undertaken by Cardno in 2008 (Ref:
LJ8705/R2_V2) utilised the current rainfall data and assumed a post-development
catchment area of 4.658ha and an impervious coefficient of 90%.
A DRAINS model was set up using the catchment characteristics defined under the
original stormwater management plan as well as the storage basin depth-volume
characteristics. The post development peak run-offs as well as the developed peak run-
offs with mitigation from the detention basin were validated against the reported values to
confirm the configuration of the model was consistent with the existing. The validated
results were relatively consistent with the previously modelled data. Refer to Attachment B
for details of these calculations.
The validated model was then rerun with the rainfall intensities increased by 20% to reflect
the forecast average rainfall increase under 2100 climate conditions to determine the
impact upon the effectiveness of the basin.
A comparison of the basin mitigation effects under current conditions, as well as 2100
climate conditions is shown below.
Current Climate 2100 Climate (20% increase)
A.E.P Qreduction (m³/s) Qreduction (%) Qreduction (m³/s) Qreduction (%)
63.2% AEP -0.797 -68% -0.995 -71%
0.5 EY -1.027 -70% -1.282 -72%
0.2 EY -1.340 -71% -1.513 -66%
10% AEP -1.527 -70% -1.700 -64%
5% AEP -1.605 -63% -1.811 -59%
2% AEP -1.799 -61% -2.008 -57%
1% AEP -1.842 -57% -2.156 -56%
As demonstrated above, the basin will continue to offer comparable reduction
effectiveness compared to a non-mitigated development, despite the increased flows. As
a result of the increased flow rates under the 2100 climate conditions however, there will
be an increase in the basin depth during the peak storms.
P +61 7 5211 1003 A 75 Noosa Drive, Noosa Heads Qld 4567 E [email protected] recorconsulting.com
Section 3
Qcurrent Basin Q2100 Basin Depth Depth
A.E.P Depth (m) Depth (m) increase (m) increase (%)
63.2% AEP 0.659 0.778 0.119 15%
0.5 EY 0.863 1.041 0.178 17%
0.2 EY 1.129 1.255 0.126 10%
10% AEP 1.206 1.331 0.125 9%
5% AEP 1.318 1.429 0.111 8%
2% AEP 1.391 1.513 0.122 8%
1% AEP 1.468 1.567 0.099 6%
The basin storage details described within the Cardno Stormwater Management Strategy
provided storage volumes only to 1.41m therefore, the storage curve was extrapolated to
additional values beyond this, and depth estimates may not be accurate above this. The
basin will therefore operate within the design parameters for storms up to and including
the 10% AEP storm event under 2100 conditions. It is noted that the design parameters
are currently exceeded under the 1% AEP storm, however will be exceeded beyond the
5% AEP storm under 2100 conditions.
As the proposed development is only a small portion of the overall subdivision, and a
significant number of the allotments are already developed or have approved
development applications without further attenuation, attenuation for this specific site will
not achieve a notable impact in the future conditions of the attenuation basin and is not
proposed.
We believe the revised design as per the attached plans and as described in this letter
addresses the requirements of the RFI, however should further information be required
please contact this office.
Yours faithfully,
RECOR Pty Ltd
Authored By
SIGNATURE
Benjamin Parry
Civil Engineer
BEng (Hons) MIEAust CPEng NER RPEQ (28084)
P +61 7 5211 1003 A 75 Noosa Drive, Noosa Heads Qld 4567 E [email protected] recorconsulting.com
Section 4
Attachment A
Design Plans
P +61 7 5211 1003 A 75 Noosa Drive, Noosa Heads Qld 4567 E [email protected] recorconsulting.com
Section 5
MCU
NOT FOR CONSTRUCTION
INDUSTRIAL UNIT DEVELOPMENT
NOOSAVILLE
62 GATEWAY DRIVE, NOOSAVILLE, QLD 4566
Lot 12 SP 216079
CIVIL WORKS
NOTE: VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS BEFORE 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS,
THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE A WORKS CAN COMMENCE.
MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD THE 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS
CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE
ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS.
RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO THE
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS. SUBJECT SITE
SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND
ALL REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR. OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION.
a. PRESTART 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS
b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT AND EROSION COMMENCING ON SITE.
CONTROL MEASURES UNSUITABLE GROUND 16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND
c. SIDE AND CUT OFF DRAINS SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL 17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE
f. STORMWATER STRUCTURE BASE SLABS APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS
g. SEWER RETICULATION AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE
h. WATER RETICULATION OR REMOVE FROM SITE AS DIRECTED.
i. PAVEMENT SUBGRADE 19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
j. PAVEMENT REINFORCING CONSULTANTS/CONTRACTORS DRAWINGS:
k. PAVEMENT PRIOR TO SEALING (PRESEAL) SURVEYOR: LAND SURVEYING DYNAMICS
l. RETAINING WALL FOOTING REINFORCING ARCHITECT: SPROUT ARCHITECTS
m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL HYDRAULICS: TBA
n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES STRUCTURAL: RECOR
o. PRACTICAL COMPLETION LANDSCAPE: TBA
p. ON MAINTENANCE 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD
OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL
q. OFF MAINTENANCE ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH
r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT IMPLEMENTATION OF THE TMP.
APPROVAL) 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS BEN PARRY
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO THEIR RECEIVED FOR THE PROJECT RPEQ: 28084
CERTIFICATION SCHEME 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW APPROVALS BY CPEng NER
COUNCIL. DATE: 26/09/2022
GENERAL NOTES 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT
FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS.
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR 24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND
DO NOT SCALE, IF IN DOUBT ASK!
TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. APPROVALS ON SITE AT ALL TIMES. LOCALITY PLAN
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE NOT TO SCALE
WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013).
SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES,
ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE
TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY
REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY
ADDITIONAL COSTS INCURRED BY RECOR.
2 26/09/22 RFI UPDATE BP JB
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR 1 01/02/22 ISSUE FOR APPROVAL BP NW
ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE
PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE DRAWING SCHEDULE Rev Date Description By Chk
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY DRAWING NUMBER DRAWING TITLE REVISION
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO C01 COVER SHEET AND LOCALITY PLAN 2
LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS.
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL
C10 EXISTING SITE SERVICES PLAN 2
CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS C20 STORMWATER CATCHMENTS PLAN 2 [email protected]
INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF
CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR C30 ROADS AND DRAINAGE PLAN 2 37 MARY ST NOOSAVILLE, QLD
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 07 5211 1003
C31 DRIVEWAY SECTIONS 2
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE Client
RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS, RICHARD KLINGE
GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS. Project Name
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO INDUSTRIAL UNITS DEVELOPMENT
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE 62 GATEWAY DRIVE
CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE NOOSAVILLE
OWNER/MANAGER / AUTHORITY/COUNCIL.
Title
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE COVER SHEET AND LOCALITY PLAN
HEALTH AND SAFETY REQUIREMENTS.
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO
NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN
SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY
OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW
Project No. Discipline Status
20210216 CIVIL PRELIMINARY
Designed By Drawn By Scale
BRP BRP NTS (at A3)
Drawing No. Revision
C01 2
Section 6
MCU
NOT FOR CONSTRUCTION
SW EXISTING STORMWATER PIPE
EXISTING STORMWATER PIT
13 S
EXISTING SEWER MAIN
SP170295
210218339
5.490
KB06 210218338
5.377 210218337
KI06 5.339
CO06
T EXISTING TELECOMMUNICATIONS
210218333
5.628
210218332KB06.F
5.512
KI06.F
210218331
5.495
CO06.F
210218341 210218340
EXISTING WATER MAIN
5.609 5.586
SI01 SI01
210218334
W
NO
5.608
CONTRACTOR TO EXCAVATE AND LOCATE EXISTING
KB06
210218335
5.504
KI06
RT
EXISTING ELECTRICAL
210218336
5.463
CO06
WATER AND ELECTRICAL CONNECTIONS AND E
H
TEMPORARY FENCING
W
PROTECT DURING CONSTRUCTION WORK
210218109
5.205
ASSOCIATED WITH DEVELOPMENT TEMPOARY EARTHEN CONTOUR BUND
ASSOCIATED WITH DEVELOPMENT OF
KL01.F
OF ADJACENT PROPERTY
210218108
5.171210218107 210218124
KI01.F5.316
5.751
KB01.F WUG01
ADJACENT PROPERTY TO BE REMOVED
SV
W
210218119
5.512
SV
SV
210218120
5.434
SV
GATEWAY DRIVE
210218106
5.433
CO02.F CO01
210218123
5.675
WUG01
210218121
5.742
210218122 OP
5.493
CO01.F
SL 5.45
210218304
5.528
210218307
TRW01
5.534 210218305
FE01 5.026
210218286 BRW01
210218330
5.472
5.538
FE02-TEMP
CR01
// SW SW SW SW SW
210218114
5.517
IL 4.89
WUG-PIPE
210218115
210218118 5.557
5.636 WUG-PIPE
NGE
COND-ORA 210218116
5.563
COND
//
210218105
5.737
// //
ONIK
// // // // // // // //
210218306
// // //
T
5.382
// // // //
FE02
E // //
//
// // // // // // //
SW
W
210218287
6.012
FE02-TEMP
STAFF STAFF STAFF STAFF STAFF STAFF
E
210218104
5.816
ONIC
//
T
6.0
210218110
W
5.355 210218111
KL01 5.333 210218112 210218128
KI01 5.485 5.562
SW
CO01
KB01
210218113
5.517
CO02
E
210218272
5.514
TRW01
//
T
MRV/HRV OCCASIONAL
W
LOADING BAY
DEMOLISH AND REMOVE EXISTING
SW
E
210218329
5.609
CR01
//
FOOTPATH AND BARRIER
6.0 KERB AT
LOCATION OF NEW DRIVEWAY CROSSOVER
T
W
210218102
5.584
OSIK
E
//
210218130 210218129
5.609 5.649
CO02.L CO01.L
SW
SL 5.62
12 100
210218140 210218131
210218139
5.485 5.459 5.609
KL01.L KI01.L KB01.L
210218132
210218142 210218133
5.608
T
5.426 5.621
KB01
KI01 KB01
9
210218271
5.523
SW
7
TRW01
210218270
5.027
0
BRW01
IL 3.52
//
16 SP216079
W
SP2
E
210218143
210218135 210218134
5.430
5.620 5.636
KI01
KB01 KB01
210218141 210218144
210218136
5.510 5.482 5.628
KL01 KI01 KB01
//
T
W
E
210218149
210218148 5.754
5.725 CO01
//
CO02
T
210218328
5.721
CR01
CONTRACTOR TO EXCAVATE
E
W
AND LOCATE EXISTING SEWER
//
210218269
210218268
5.532 5.078
TRW01 BRW01
CONNECTION AND PROTECT
210218147
210218146
210218145 5.576 5.717
KI01 KB01
T
5.594
KL01
DURING CONSTRUCTION WORK
E
W
//
210218159
5.681
3 ESTATE
TR 0.1 1
T
210218150
5.834
CO01
210218151
5.778
CO02
//
E
.51 5.53
W
210218158
IL 4SL
5.649
3 ESTATE
TR 0.1 1
IL 4.75
IL 3.9
Section 7
210218160
6.222
COND
SL 5.82 SL 5.61 IL 4.32 210218231
E
5.054
210218232
BRW01
5.490
FE01
210218230
5.544
TRW01
210218161 210218255
6.258 5.829
210218157 OP OP
SW SW SW SW SW SW SW SW
5.646
SW SW SW
3 ESTATE
TR 0.1 1
SL 5.89 S
4
IL 4.54 IL 4.32 IL 4.27
IL
IL 4.36
E
3.6
T
IL 3.63 S IL 3.56
IL 4.36
.93
S
IL 4.36
S S S S S
Emt N
S
W
S
S S S S S
IL 3.86
Emt P
3
3 6.0
IL S.6L3 5.62
IL 4.62
Emt L IL 3.88
210218327 210218249
5.834 5.811
CR01 IO-CAP
3
210218228
IL
6.382
210218250 BU.U-COR
210218229
5.812 5.568
BU BU-COR
SW
FFL 6.30
E
T
W
S
6.0
210218153
210218154 210218156
210218152 5.699 5.850 210218155 5.930
5.720 KI01 KB01 5.886 CO01
KL01 CO02
BEN PARRY
13
SW
RPEQ: 28084
SP216079
S
CPEng NER
16 DATE: 26/09/2022
15 SP216079
SP216079
DO NOT SCALE, IF IN DOUBT ASK!
2 26/09/22 RFI UPDATE BP JB
NOTE: 6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED AND REMOVED 1 01/02/22 ISSUE FOR APPROVAL BP NW
FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION CLEARING PLAN (BY OTHERS) OR Rev Date Description By Chk
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE NOTE:
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING FEATURES OF THIS ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING. EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
CONTRACT. 8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD AND COUNCIL CAN COMMENCE. SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL LOCATION AND NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE [email protected]
DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS.
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE. PROVIDER SPECIFICATIONS AND STANDARD DETAILS 37 MARY ST NOOSAVILLE, QLD
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE PRIOR TO
COMMENCEMENT OF WORKS. 10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND SERVICES 07 5211 1003
WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. Client
5. CONTRACTOR TO ORGANISE ANY REQUIRED DEMOLITION PERMITS PRIOR TO ANY RICHARD KLINGE
DEMOLITION WORKS COMMENCING ON SITE. 11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY
OUT SERVICES RELOCATION OR ALTERATIONS. Project Name
INDUSTRIAL UNITS DEVELOPMENT
62 GATEWAY DRIVE
NOOSAVILLE
Title
EXISTING SERVICES PLAN
Project No. Discipline Status
20210216 CIVIL PRELIMINARY
Designed By Drawn By Scale
BRP BRP 1:400 (at A3)
Drawing No. Revision
C10 2
Section 8
MCU
NOT FOR CONSTRUCTION
IMPERVIOUS GROUND
PERVIOUS GROUND
DRIVEWAY SURFACE
IMPERVIOUS ROOF
CATCHMENT D
CATCHMENT B CATCHMENT C IMPERVIOUS GROUND: 0M²
DRIVEWAY SURFACE: 145M² CATCHMENT BOUNDARY
IMPERVIOUS GROUND: 16M²
IMPERVIOUS GROUND: 0M² IMPERVIOUS ROOF: 0M²
DRIVEWAY SURFACE: 373M²
DRIVEWAY SURFACE: 324M² PERVIOUS GROUND: 39M²
IMPERVIOUS ROOF: 0M²
NO
IMPERVIOUS ROOF: 0M² TOTAL: 184M²
RT
PERVIOUS GROUND: 80M²
H
PERVIOUS GROUND: 67M²
TOTAL: 469M²
W
CATCHMENT A TOTAL: 391M² CATCHMENT FLOW DIRECTION
IMPERVIOUS GROUND: 4M² SV
W
DRIVEWAY SURFACE: 36M² SV
IMPERVIOUS ROOF: 0M²
PERVIOUS GROUND: 123M²
TOTAL: 163M² SW SW SW SW SW
SW
T
E
SW
W
SW
SW SW SW SW SW
E
5.4m
T
W
13410
SW
E
SW
2.5m
1:80
1:20
T
1:40
1:60
W
SW
E
6.2m
T
SW
W
E
SW
T
SW
W
E
SW
T
W
E
SW
T
E
W
BEN PARRY
5000
RPEQ: 28084
T
CPEng NER
E
SW
W
DATE: 26/09/2022
T
E
W
SW SW SW SW SW SW SW
E
SW SW SW SW SW SW SW SW SW SW SW
DO NOT SCALE, IF IN DOUBT ASK!
S
E
T
S S S S S S S S
W
S
S S S S S
SW
E
T
W
S
CATCHMENT E
SW
COURTYARD
S
IMPERVIOUS GROUND: 0M²
IMPERVIOUS GROUND: 7M²
DRIVEWAY SURFACE: 0M²
CATCHMENT F
2 26/09/22 RFI UPDATE BP JB
DRIVEWAY SURFACE: 0M²
IMPERVIOUS ROOF: 561M² 1 01/02/22 ISSUE FOR APPROVAL BP NW
IMPERVIOUS ROOF: 0M²
PERVIOUS GROUND: 0M² IMPERVIOUS GROUND: 0M² Rev Date Description By Chk
PERVIOUS GROUND: 3M²
TOTAL: 561M² DRIVEWAY SURFACE: 0M²
TOTAL: 10M²
IMPERVIOUS ROOF: 609M²
PERVIOUS GROUND: 0M²
TOTAL: 609M²
[email protected]
37 MARY ST NOOSAVILLE, QLD
07 5211 1003
Client
RICHARD KLINGE
Project Name
INDUSTRIAL UNITS DEVELOPMENT
62 GATEWAY DRIVE
NOOSAVILLE
Title
CATCHMENT PLAN
Project No. Discipline Status
20210216 CIVIL PRELIMINARY
Designed By Drawn By Scale
BRP BRP 1:400 (at A3)
Drawing No. Revision
C20 2
The text continues on section 9.