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Approved Plans - REC16-0022.01 · REC16/0022.01
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APPROVED PLAN
REC16/0022
NOOSA COUNCIL
31 AUGUST 2016
See plan 2265.001 prepared by
Contour dated 27-03-20 for
building envelope. Annotated by
Council 21/04/2020
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LEGEND
EXISTING FEATURES
SURVEYED RP BOUNDARY
LOT 5 CADASTRAL RP BOUNDARY
RP809059
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INDICATIVE Q100 FLOOD LINE
E/OH OVERHEAD ELECTRICAL
LEVEL=84.70 m PROVIDED BY TOWN / / / FENCE
LOT 4 PLANNER(SURVEYOR TO CONFIRM FLOOD T T TELSTRA
RP809059 LEVEL PRIOR TO REGISTERING SURVEY)
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SERVICE DETAILS W W WATER RETICULATION
NO. SIZE LOT NUMBER W W WATER RETICUALTION (DBYD)
PAVILION
STREET
LOT 6 S S SEWER RETICULATION
1 Existing LOT 20
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RP809059
SEWER RETICUALTION (DBYD)
6.5m
EXISTING Ø150mm S S
10. 0m 1 32mm LOT 21
EXISTING PROPERTY BOUNDARY PE100 SEWER MAIN ROAD KERB
20.0m BUILDING
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TUNNEL BORED METHOD TO
CONCRETE
LOT 1 BE USED UNLESS DIRECTED
RP189023 DIFFERENTLY BY COUNCIL GRAVEL TRACK
I.L. 91.00
PROPOSED
1.5m REFER INSET 12.0 NATURAL CONTOUR
19.0m
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BUILDING
ENVELOPE
NOTE:
PROPOSED SEWER EASEMENT
32 mm INTERNAL WATER SERVICE TUNNEL BORING OR DIRECTIONAL DRILLING TO BE PROPOSED FEATURES
SV
INSTALLED IN ACCORDANCE WITH SEQ-WAT-1212-1
EXISTING DAM TO REMAIN WITH ENCASING PIPE AND PE WATERMAIN RP BOUNDARY
PROPOSED HCB TO SERVICE LOT 21 - TYPE B 68.5m
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REFER TO STD DWG SEQ-SEW-1104-1 FOR DETAILS RP EASEMENT
LINE OF
EXISTING SL:92.76m PROPOSED 4m WIDE DRIVEWAY BUILDING ENVELOPE
90m FIRE CONNECT TO EXISTING WATERMAIN.
EXISTING SEWER IL:90.71m
MENT
COVERAGE PROPOSED PROPERTY BOUNDARY REFER SEQ-WAT-1105-2 - UNDER
HOUSE CONNECTION IL:91.26m 3.0m S SEWER RETICULATION
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PRESSURE CONNECTION METHOD.
TION EASE
EXISTING CARPORT WATER RETICULATION
EXISTING DN160mm PE100 SEWER MAIN
TO BE UNDERTAKEN BY UNITYWATER
TO REMAIN AT DEVELOPERS EXPENSE
INTERNAL PLUMBING WORKS
LOT 20
CONSTRUC
CONCRETE DRIVEWAY
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3561m2
CONDUIT
LOT 21
43.9m
SEWER STRUCTURE NUMBER
EXISTING HOUSE
W
2.996ha
TO REMAIN
EXISTING FIRE
HYDRANT
3.0m
I.L. 90.42
I, BRAD RIMMELZWAAN ON 27/03/2020, CERTIFY THAT:
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1. THIS PLAN HAS BEEN ASSESSED IN ACCORDANCE WITH THE SEQ CODE;
2. THE CONSTRUCTION OF THE WORKS MUST ONLY BE UNDERTAKEN IN
EXISTING PROPERTY SERVICE TO
ACCORDANCE WITH THIS PLAN; AND
LOT 20 WITH METER BOX TO REMAIN.
EXISTING Ø100mm AC WATER MAIN
3. NO VARIATIONS OR AMENDMENTS ARE PERMITTED EITHER BEFORE OR
DURING CONSTRUCTION WITHOUT THE APPROVAL OF UNITYWATER.
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1.0m
EXISTING HCB SERVICING LOT 20 TO BE SIGNED
DECOMMISSIONED AND REMOVED
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PROPOSED DN150 U-PVC SN8 SEWER MAIN 1.5m OFFSET FROM
BOUNDARY, TO TERMINATE IN A RODDING END AND HCB TO SERVICE
LOT 4 LOT 20 - TYPE A TO BE INSTALLED PRIOR TO RODDING END
RP35077 REFER TO STD DWG SEQ-SEW-1104-1, SEQ-SEW-1105-1 AND
SEQ-SEW-1314-1 FOR DETAILS. RODDING END SURROUND TO BE IN NOTE:
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LIVE SEWER WORKS TABLE ACCORDANCE WITH SEQ-SEW-1308-1 · ALL WORK ON EXISTING WATER AND SEWER INFRASTRUCTURE TO
BE CARRIED OUT BY UNITYWATER AT DEVELOPER'S EXPENSE OR
SEWER COVER LOT DEPTH TO AS DIRECTED BY UNITYWATER
No. DESCRIPTION MH No. F.S.L. E.S.L. I.L. REFER DWG 2265-002 FOR SEWER RETICULATION STANDARD NOTES
DIA. TYPE No. INVERT ·
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· EXISTING SEWER PIPE LEVELS INTERPOLATED FROM UNITYWATER
1(A) UNITYWATER PRIVATE WORKS TO LAY LINE 1 150 1/1 20 95.00 95.00 93.70 1.30 PIT INVERT LEVELS RECORDS
& HCB SERVICE TO LOT 20
1(B) UNITYWATER PRIVATE WORKS TO PROVIDE 150 - - 21 92.76 92.76 91.26 1.50
HCB SERVICE TO LOT 21
1(C) UNITYWATER PRIVATE WORKS TO 150 1/EX D 20 92.95 92.95 90.42 2.53
DECOMMISSION & REMOVE EXISTING HCB 21 92.76 92.76 91.26 1.50
SERVICING LOT 20. THEN MAKE LIVE
CONNECTION TO EXISTING MANHOLE
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PROPOSED DN32mm PE PROPERTY SERVICE TO UNDER PRESSURE
LOT 1 LOT 21 WITH 20mm WATER METER AND METER BOX. CONNECTION AND
- REFER TO SEQ CODE STD DRAWING S.V. REFER TO
APPROVED PLAN LOT BOUNDARY SEQ-WAT-1108-3 FOR DETAILS. SEQ-WAT-1105-2
APP.KERB LINE
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TUNNEL BORED 100Ø PE100 PN16
0.3m
PROPOSED END OF LINE DUCK
REC16/0022.01 FOOT FIRE HYDRANT. REFER TO WATER MAIN,SEQ-WAT-1212-1
1.5m
NOOSA COUNCIL STD DRAWING SEQ-WAT-1302-1
FOR DETAILS.
21 APRIL 2020
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W W W W W W W
- 1.5m 0 10 20 30 40 50m
FH
1.5m 17.0m
INSET LOT 21
SCALE 1:100 (A3) SCALE 1:1000 A3
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PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: BLP
Drawn: BLP A 09-12-19 ISSUED FOR APPROVAL J.A.W. J.P.
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 11-02-20 MINOR AMENDMENTS W.F. J.A.W
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD C 11-03-20 MINOR AMENDMENT FOR HYDRANT COVERAGE H.E. B.R.
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: 03-10-2019 D 17-03-20 MODIFY FLOOD LIND ELEVATION H.E. B.R.
Birtinya 4575, Qld North Lakes 4509, Qld E 27-03-20 ADDITIONAL BUILDING ENVELOPE DETAILS W.F. J.P.
This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au
Ph. (07) 5493 9777 SENIOR ENGINEER: JEREMY PIVA (RPEQ 22801) any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not PLAN No: REVISION: SHEET: 1 OF 2
[email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: J:\CIV02265 27 PAVILION ST, POMONA\DESIGN - CIVIL\AUTOCAD\2265_UW-01 (E).DWG
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