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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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Original PDF page 20, section 1. The text section number identifies this passage in the reader.
ExW
END 72.302
Ø100 END CAP
43 ExS
CH60.00
CH20.00
CH40.00
ExW
LEGEND T16321
D
Ø100 SPRING
Ex
HYDRANT ExS
DESIGN CONTOURS ExW
00
ExT ExT ExT ExT ExT ExT
0.
EXISTING KERB AND CHANNEL
ExS
ExW
CH
509171104 ExD
ExT
2.263
HY
D
EXISTING PAVEMENT EDGE D D D D D
ExS ExS ExS ExS ExS ExS
EXISTING ROAD CROWN
EXISTING STORMWATER
Ø100 VALVE
ExS
EXISTING SEWER
101
EXISTING Ø200 uPVC WATER
18
RP8673
ExD
ExS
ExT
EXISTING TELSTRA (UNDERGROUND)
039
509171
2.447
ExS
S150
MM
SWO -90
ExW
PROPOSED Ø150 uPVC SN10 SEWER MAIN
ExS LIVE CONNECTION 2
PROPOSED Ø150 O-PVC WATER MAIN 89m FROM HYDRANT REFER DETAIL ON DRG 500
PROPOSED Ø100 u-PVC WATER MAIN
41
S150
PROPOSED WATER METER
6 7 RP8673
23
ExD
FIRE HYDRANT
ExT
ExS
FIRE HYDRANT REACH
1079m²
ExW
1038m²
S150
C C C PROPOSED WATER RETICULATION CONDUIT
PROPOSE Ø20 WATER CONNECTION
ExD
S150
ExT
ExS
BUTLER STREET
85m FROM HYDRANT
ExW
5
S150
824m²
46
ExD
40
ExT
18
RP8673
ExS
23
RP8673
S150
ExW
END 54.104
4
031
509171
3.217
HY
S150
711m²
ExD
EMT X
1.50m
ExT
ExS
18
RP8673
ExW
S150 S150 S150 S150
CH40.00 39
EMT Y 23
RP8673
ExD
ExT
18
RP8673
REFER LEFT FOR CONTINUATION
Ø100 END CAP
ExS
W100
CH20.00
48
ExS
ExW
EMT S
EMT T
23
RP8673
Ø100 SPRING 88m FROM HYDRANT
RP867318
RP867318
HYDRANT
W100
023
SCOUR 509171
3.896022
509171
WSC
3.926
HY
43
20
4.000
NOOMK
D
025
STOP 509171
1 3 Ex
3.873
WSV
2
ExD
CH0.00
ExD
18
ExT
RP8673
ExT
Ø100 SPRING HYDRANT
ExS
Ø100 VALVE
W100
600m² 600m² 600m² CH20.00
ExS
ExW
ExT
ExW
W100
245
509171
4.555
I, A. Khuzaini Sani certify that:
48
SWO -90MM
1. This design drawing has been assessed in accordance with
I E ST R EET
EMT T
EMT S
23
GYMP
ExT
the requirements of the SEQ Code and Unitywater Standards; RP8673
2. The construction of the works must only be undertaken in
accordance with this drawing; and 88m FROM HYDRANT ExT ExT ExT ExT ExT
W100
ExD
ExW ExW ExW ExW
ExT
PVC-O PN20
3. No design amendments are permitted either before or during
1.50m
construction without the approval of Unitywater
ExS
Ø100
023
ExT
171
SCOUR 509
SERVICE CROSSING IN
6
171022
3.89
509
WSC
D
Ex
3.926
Signed ACR/MAJ 2025-144
HY
LIVE CONNECTION 1
ACCORDANCE WITH ExT
20
4.000
NOOMK REFER DETAIL ON DRG 500
SEQ-WAT-1108-2 STOP 509171
025
3.873
WSV ExW ExW
CH0.00 LIVE CONNECTION 3 AND 4
ExD
ExT
ExD
W100
REFER DETAIL ON DRG 500
ExS
ExW
ExT
ExT
REFER RIGHT FOR CONTINUATION
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
E. WHITMORE
12 GYMPIE STREET, TEWANTIN WATER RETICULATION LAYOUT
N
---- ---- ---- ---- ---- 31423 23.02.26
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
Scale 5 0 5 10 ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
---- ---- ---- ---- ----
SCALE (metres) SUNSHINE COAST | BRISBANE
B 23.02.26 REISSUED FOR OPW APPROVAL CS EW 1 : 250 (FULL SIZE) www.recor.au | ABN 89 647 469 707 NOVATO GROUP 7 LOT RESIDENTIAL SUBDIVISION A1
5 0 5 10 15 20 25
A 11.11.25 ISSUED FOR OPW APPROVAL IJ AY SCALE (metres) COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
1 : 500 (FULL SIZE) client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0198-25-001 - 01 C501 B
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