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C1. Engineering Response Memo
Attached to the e-mail Response to Information Request - MCU17/0572 & OPW17/0611.
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Page 2
Noosa Shire Council
PO Box 141
Tewantin QLD 4565
Attention: Mr. Patrick Murphy
20769 / C L002
9 February 2018
MVI / bp
Sunshine Coast Office
Dear Patrick,
RE: PROPOSED DEVELOPMENT – 175 EUMUNDI NOOSA ROAD, NOOSAVILLE QLD 4566
INFORMATION REQUEST
APPLICATION NO. MCU17/0572
We refer to your correspondence dated 22nd January 2018 and hereby provide the following engineering
responses:
ENGINEERING INFORMATION REQUEST ITEM RESPONSE
7.0 Provide Preliminary design of the earthworks Refer to amended preliminary engineering layout
required on site. The plan must include but not plan (20769_DA03) prepared by this office for note
limited to: regarding preliminary earthworks. Finalised
earthworks and stormwater arrangement to be
a) Existing and proposed finished levels determined during detailed design.
b) Any proposed retaining walls, batters and Previous correspondence with Council identified
banks. that no change to the site’s lawful point of
discharge has occurred, hence no detailed bulk
earthworks is required at this stage.
BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH ABN 63 131 876 143
Page 3
8.0 Provide additional comment on and a
preliminary design of the stormwater system
required on the site. The comment and plan
must include but not be limited to:
c) Existing stormwater connections and Refer to the amended preliminary engineering
drainage paths layout plan (20769_DA03) prepared by this office
for the existing and proposed stormwater
d) Proposed stormwater connections and connection points, surveyed levels and drainage
drainage paths including finished levels paths.
e) Comment from a suitably qualified person I, Michael Van Itallie (CPEng, RPEQ 13469)
that demonstrates that the subject site has confirm that the subject site has the legal right to
the legal rights to discharge into the discharge into the neighbouring drainage system in
drainage system in the adjoining property accordance with the easement deed (attached).
f) A design in accordance with QUDM 2017 Finalised stormwater arrangements, including
and Council’s Planning Scheme Policy 5 construction of the subject site stormwater outlet is
to be confirmed during detailed design and
g) Sufficient detail to demonstrate that the constructed in accordance with Councils Planning
downstream drainage system has the Scheme Policy 5 and QUDM standards.
capacity to cater for the proposed runoff
from the site. ADG reviewed the capacity of the constructed
infrastructure and confirms there is capacity for the
increase of flow from the subject site development.
The existing 900mm stormwater main located
within EMT B on RP154227; using a Manning’s ‘n’
of 0.013, has a capacity of approximately 5000 L/s
(size and grade of pipe based on survey & Council
records). The existing upstream catchment has an
area of approximately 0.2ha (based on Council
records). Using BOM rainfall data charts assuming
a fraction imperviousness of 0.68 yields a
catchment flow rate of 178 L/s. The proposed
catchment as previously computed resulted in an
additional 176L/s. Thus, the flow is still within the
design capacity of the existing infrastructure for
capacity requirements. It can be assumed that the
constructed stormwater infrastructure has been
designed to cater for upstream developments with
much higher imperviousness.
20769 C L002 09.02.2018 Council RFI Response Page 2 of 3
Page 4
We believe the above response along with supporting information adequately addresses the items raised in Council’s recent correspondence. Should you wish to discuss further, please feel free to contact me on the above details. Yours sincerely ADG ENGINEERS (AUST) PTY LTD MICHAEL VAN ITALLIE (RPEQ 13469) Team Lead – Civil # ADG Letter Amendment – Revised Architectural Update 09.02.2018 20769 C L002 09.02.2018 Council RFI Response Page 3 of 3
Page 5
LEGEND PRELIMINARY
12.0 FINISHED SURFACE CONTOURS
N EUMUNDI NOOSA ROAD
NOT FOR CONSTRUCTION
SITE BOUNDARY
EXISTING PROPERTY BOUNDARY 200.954K
L 20.84L L
20.834K 20.831LK L
20.8754K L
3.42 EXISTING SURFACE LEVEL 21. 20.92L 20.95K 20.9 20.9 20. 20.63 20.43
L
FINISHED SURFACE LEVEL 20.97 K
3.42 21.08
TB ELP Sign WVRELOCATED
EXISTING NOMINAL KERB LINE TB K
TB BUS STOP 20.83
EXISTING SEWER MAIN
TB TB TB
EXISTING WATER MAIN TB ELP
TB TB 20.68K 0 2.5 5 7.5m
EXISTING TELECOMMUNICATIONS 20.62K
SCALE 1:125
EXISTING TELECOMMUNICATIONS (RECORDS)
AT ORIGINAL SIZE (A1)
EXISTING NBN (RECORDS) TB
TB TBs TBs TBs TBs TB
EXISTING OVERHEAD ELECTRICITY
PROPOSED STORMWATER
WM TB
EXISTING STORMWATER
3
HIGH-RISK TREATMENT AREA 20.72 21.47
DRAINAGE PATH SITE
EXISTING WATER PROPERTY CONNECTION.
Scre BENCH POSSIBLE UPGRADE POINT. SITE
RL
w in MAR Scre BENCH
21.0 C oncr K w in MAR
EARTHWORKS NOTE: 6 ete RL
20.5 C oncr K
PROPOSED SITE IS TO CONSIST OF MINIMAL GRADING 66 ete
WITH MAXIMUM 300mm HIGH LANDSCAPE/RETAINING EXISTING COMMUNCIATION SERVICES
WALLS IN AREAS THAT REQUIRE RE-SHAPING. ANY TRAVERSING THE SITE TO BE
ADDITIONAL FILL TO CREATE BUILDING PAD TO BE RELOCATED IN ACCORDANCE WITH
RETAINED THROUGH WALLS/FOOTINGS. FINALISED NOVATED TELECOMMUNCATION
EARTHWORKS TO BE CONFIRMED DURING DETAILED ENGINEERS DETAILS. SERVICES
DESIGN AND COORDINATED WITH PROPOSED HIGH RISK AREA TO BE PLOTTED INDICATIVELY AND TRACED
STORMWATER DRAINAGE. DIRECTED TO PURACEPTOR FROM DBYD MAPPING. TO BE
CONFIRMED ON SITE PRIOR TO
COMMENCEMENT OF WORKS.
NOTE:
FINAL CIVIL DESIGN OF THE PROPOSED DEVELOPMENT
IS TO BE IN ACCORDANCE WITH NOOSA SHIRE
COUNCIL'S PLANNING SCHEME POLICY 5 AND QUDM
REQUIREMENTS.
SW
19.7 G
5S
1
L EXISTING ∅900 SWD 20.0 RP1
3157
USIL 18.55 (APPROX.) 6
20.0 DSIL 17.10 (APPROX.)
18.55 IL
G = 1 IN 13 (7.7%)
L = 19.11m
EXISTING 150mm AC PROPOSED SERVICE STATION.
SEWER RETICULATION MAIN
USIL 17.97 (APPROX.)
DSIL 17.60 (APPROX.) 05 09.02.18 PRELIMINARY - Issued for Information BP MVI
04 24.01.17 PRELIMINARY - Issued for Information BP MVI
03 15.12.17 PRELIMINARY - Issued for Information BP MVI
02 04.12.17 PRELIMINARY - Issued for Information BP MVI
EXISTING SEWER MANHOLE
RP154227
Emt B
01 20.11.17 PRELIMINARY - Issued for Information BP MVI
(INDICATIVELY SHOWN) Rev Date Description By Chk
The concepts and information contained in this document are the copyright of ADG
Engineers (Aust) Pty Ltd. Use or copying of the document in whole or in part without the
EXISTING RETAINING WALL WITHIN PROPOSED SPEL ECOCEPTOR (OR APPROVED written permission of ADG Engineers (Aust) Pty Ltd constitutes an infringement of copyright.
NEIGHBOURING PROPERTY EQUIVALENT GPT). PROVIDE STORMWATER Do not scale drawings. If in doubt, ask!
TO BE PROTECTED THROUGHOUT STUB FOR CONNECTION TO FUTURE INTERNAL
STORMWATER DRAINAGE. TO BE CONFIRMED
∅900
DURATION OF DEVELOPMENT.
DURING DETAILED DESIGN.
SWM
18.3 Sunshine Coast Office
(Una 1 SL Level 3, 2 Emporio Place
Maroochydore, Queensland 4558, Australia
ope ble to PO Box 5014, Maroochydore BC, Queensland 4558
conc n - he DISCHARGE POINT
T 1300 657 402 F +617 3871 2266
. lid avy E [email protected] W www.adgce.com
) BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH
Client
18.80 19.113 NKS CORPORATION PTY LTD
Project Name
PROPOSED SERVICE STATION
16.93 IL 175 EUMUNDI NOOSA ROAD
SMH ∅150
(un SM NOOSAVILLE QLD 4566
EXISTING SEWER MANHOLE
loca able to SL 17.34 FINALISED ALIGNMENT AND 18.8 H
te) ARRANAGEMENT OF INTERNAL 3S Title
IL 15.78 (APPROX.) EXISTING 150mm UPVC L PRELIMINARY ENGINEERING SERVICES
STORMWATER TO BE CONFIRMED PROPOSED SPEL PURACEPTOR TO SEWER RETICULATION MAIN
CONNECTION IS TO BE MADE TO EXISTING DURING DETAILED DESIGN. ACCEPT HIGH RISK AREA RUNOFF USIL 16.93 (APPROX.) EXISTING SEWER PROPERTY CONNECTION. LAYOUT PLAN
STORMWATER PIT BENEATH EXISTING ONLY. RUNOFF COLLECTED WITHIN DSIL 15.81 (APPROX.) PROPERTY CONNECTION TO BE
RETAINING WALL WITHIN EMT B ON RP154227. PURACEPTOR TO BE DIRECTED TO UTILISED. IF LOCATION NOT APPROPRIATE
IL OF PIT TO BE CONFIRMED ON SITE PRIOR LAWFUL POINT OF DISCHARGE. FOR PROPOSED INTERNAL RETICULATION,
TO OPERATIONAL WORKS PHASE. EXISTING PROPERTY CONNECTION TO BE Discipline Status
RP154227
Emt B
DECOMMISSIONED, CAPPED AND SEALED AT CIVIL PRELIMINARY
1 THE BOUNDARY WITH ALTERNATIVE
LOCATION AND CONNECTION TO BE
Designed By
BP
Checked By
MVI
Approved By
MVI
EXISTING 150mm UPVC RP1 CONFIRMED DURING DETAILED DESIGN Project No. Drawn By Scale at A1
SEWER RETICULATION MAIN 037
23 20769 BP 1:125
USIL 15.78 (APPROX.) Drawing No. Revision
DSIL 14.57 (APPROX.)
DA03 05
Page 6
601183735 vo REGISTERED Recorded Date 07/02/1977 00: 00 | Page 1 of 3
- F314403
I MEMORANDUM OF TRANSFER
\eseee FOR DRAINAGE PURPOSES
MACBART REALTY COMPANY
PTY. LTD,
the Grantors
NOOSA SHIRE COUNCIL
the Grantee
*4 . 7
Particulars zentered in the Register
the - 4 avi im . sath re) Honbenenlote Biot Mortgage owes 510)
MEMORANDUM OF ENCUMBRANCES LIENS
AND INTERESTS
Subject to Bill of Mortgage
No. F75344
(STAMP OUTIES OFFICE
OOKS YE 34 FEB 1977
BRISBANE
are zu 9605 @© *@ © HSM 59008025
Book, volume SS ¢7 Folio pm ~~ oe a¢ “p02 ;
edie
F75344 General Credi t's" Lint tadinéfeby
consents to the within Easement.
GENERAL CREDITS LIMITED
By its duly constituted Attomey
GEOFFREY GRABME BALL
eee
FA SOUL 2
183735
° | le
F 314403 EAS IN GROSS |
hile. LE oe, FILM i
f ‘
LM, We te +
PO VYPN\VY gohfeo.
Walsh FitzGerald & Hilton ° [
Solicitors
Bank of New South Wales Building i
260 Queen Street
BRISBANE Q 4000
(yremtone ne 221 6816
© The State of Queensland (Dept of Natural Resources and Mines) 2017
— | UOG23S 3X 26.40 1977
Y BRISBANE ?
so.
Page 7
dy-os saan ee epee ba AFFIGE BR “MER era Shade QU AE EGcrogy WEBSRESIEM OF_TRANSFER ‘ EASEMENT FOR DRAINAGE PURPOSES 9213181 FER-U-T/ tH OO—S/DH 4 ’ MACBART REALTY COMPANY PTY, LTD. a Queensland Company with its registered office at 19 Elkhorn Avenue, Surfers Paradise in the State of Queensland (hereinafter with its administrators and assigns called "the Grantor.") being the registered proprietor of an estate in fee liens and interests hereon in all those simple SUBJECT_HOWEVER to such encumbrances as are notified’ by Memorandum endorsed pieces of land_described in the Schedule hereto IN CONSIDERATION of its consent to Plan of Subdivision Number 154227 by NOOSA SHIRE COUNCIL \(hereinafter with its successors called "the Grantee") DO HEREBY GRANT to the Grantee its successors and assigns full and free right and liberty from time to time and at all times hereafter to enter upon all those parts of the said lands described in the said Schedule (which servient tenements") and to construct lay down and keep and ._thereafter for ever to_use and maintain any sewers cove red_drains__.___ and water pipes in connection therewith or otherwise in the execution of its powers as a Local ‘Authority AND from time to time and at all times thereafter for the purposes aforesaid and for the purposes of. inspecting replacing substituting cleansing amending enlarging repairing and removing all such sewers drains and water pipes full free and-unintérrupted-access to and right and liberty to enter upon and to go pass and repass and perambulate over along and under the servient_tenements or any part thereof and through which the said sewers drains and pipes shall pass with or without architects contractor or contractors and its. ana their engineers surveyors servants workmen and agents and other persons authorised so to do by the Grantee and with or without motor cars lorries waggons trucks trollies and other vehicles machinery materials too things and to open and break up the soil of the servient tenements or any part thereof as well the ‘subsurface asthe surface thereof and to bring and place in and upon the servient tenements or any part thereof and remove such materials machinery tools “and other ‘STAMP DUTIES OFFICE \ ts and CULE TE UETSTT \____uRISBANE.
Page 8
SCHEDULE. Certificate of Title County Parish Description of Land Area Volume Folio ‘ ‘ - ‘ ‘ Part of 5549 72 March Tewantin Easement A in Lot 908 on 646 square Registered Plan No, 154227 . metres Part of - —™ . 5549 72 March Tewantin Easement B in Lot 906 on 800 square : Registered Plan No. 154227 metres Part of 5549 72 March Tewantin Easement C in Lot 907 on 163 square Registered Plan No.. 154227 metres Part of 5549 72 March Tewantin -Easement D in Lot 908 on 562 square . Registered Plan No. 154227 metres ” IN WITNESS’ WHEREOF théSé presents have been executed y this lst day of February 1977. articles and to do such other things in the premises as may be ; necessary for the aforesaid purposes or any of them doing as little damage as practicible to the said lands but without being responsible or held liable for damage or inconvenience to the owners or occupiers for the time being of the servient tenements save and except such damage or inconvenience as may~be caused or suffered by reason only of the neglect or default of the said Council and its successors and assigns and its and their contractors agents and servants and employees. If and when the Grantor. or their assigns_shall cease-to be the registered proprietor ‘ox_propristors—as aforesaid they shall be free from all obligations under these presents save only for any breach of covenant incurred before the date of ceasing to be such registered proprietor. THE COMMON SEAL. of MACBART Articles of Association and in the presence of: A Justice of the Peace ) REALTY COMPANY PTY. LTD. ) ay . : was hereunto affixed by a ) wes : yY resolution of the Board ) (ARMA Director of Directors and in the } ) 4 manner prescribed by its ) y ) ) Director - Correct for the Purposes of Registratioy : ra Ze... 7