Original source · versioned page text
C2. Eng Report
Attached to the e-mail Response to Information Request - MCU17/0572 & OPW17/0611.
Original PDF page 37, section 1. The text section number identifies this passage in the reader.
PRELIMINARY
LEGEND
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
Concr K MAR
EARTHWORKS NOTE: 21.0
6 ete RL
w in
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
01 20.11.17 PRELIMINARY - Issued for Information BP MVI
Emt B
(INDICATIVELY SHOWN) Rev Date Description By Chk
The concepts and information contained in this document are the copyright of ADG
EXISTING RETAINING WALL WITHIN PROPOSED SPEL ECOCEPTOR (OR APPROVED Engineers (Aust) Pty Ltd. Use or copying of the document in whole or in part without the
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
DURATION OF DEVELOPMENT. STORMWATER DRAINAGE. TO BE CONFIRMED
∅900
DURING DETAILED DESIGN.
SWM
18.3 Sunshine Coast Office
(Una 1 SL Level 3, 2 Emporio Place
ope ble to
Maroochydore, Queensland 4558, Australia
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 EXISTING SEWER MANHOLE SM NOOSAVILLE QLD 4566
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
DECOMMISSIONED, CAPPED AND SEALED AT CIVIL
Emt B
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
SEWER RETICULATION MAIN 037 Project No. Drawn By Scale at A1
23 20769 BP 1:125
USIL 15.78 (APPROX.)
DSIL 14.57 (APPROX.) Drawing No. Revision
DA03 05
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