Original source · versioned page text
Approved Plans OPW22 0082
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 7
10
C56014
PROVIDE HOUSE CONNECTION BRANCH FOR SEWER.
APPROX IL: 107.32m AHD NOTE:
OP WORKS
8 UNITY WATER CERTIFICATION AND APPROVALS STORMWATER RUNOFF FROM FUTURE DWELLING AREAS IS INTENDED TO DRAIN
36 10 REQUIRED PRIOR TO WORKS COMMENCING. OVERLAND TOWARDS THE WATERCOURSE WITHIN THE KAURI STREET ROAD
RESERVE NORTHWEST OF THE SUBJECT SITE, MAKING USE OF GRASSED LEGEND
109
S
SURFACES TO PROVIDE BUFFERING TREATMENT AND DISPERSE FLOWS FROM
NOOSA COUNCIL C56014 THE DEVELOPMENT.
S
TURF DRAIN
APPROVED PLAN
OPW22/0082 26 APRIL 2022
S
SW STORMWATER PIPE
S S LIMIT OF SEWER SERVICING (NO EARTHWORKS)
FOR PROPOSED LOT 3 AT 1% FROM HCB.
APPROX 65% SITE COVERAGE W W POTABLE WATER
EXISTING SEWER MANHOLE S
UW ASSET ID: 2660541 7
INVERT 107.18 S
S
10 PROVIDE CATCH DRAIN WITHIN
WATER METER
SURFACE FLOWS
DRAINAGE EASEMENT TO CONVEY
S PROVIDE ROCK PAD ZONE UPSTREAM RUNOFF THROUGH LOT
EXISTING BUILDING FOR SCOUR PROTECTION
S TO BE REMOVED
ROCK PAD
S
S
1
E
E
LIMIT OF SEWER SERVICING (NO EARTHWORKS)
E
E
E
S
FOR PROPOSED LOT 2 AT 1% FROM HCB.
E
81.477 EXISTING TREE
E
RP94543 APPROX 95% SITE COVERAGE
E
S
E
SW
W
E
80.000
E
E
E
S PROVIDE Ø225 PIPED STORMWATER
E
E
E
CROSSING WITH ENDWALLS.
E
8
W
E
0
S
E
USIL: 108.95
10
E
E
11
DSIL: 108.85
E
E
PROVIDE CATCH DRAIN TOS
E
LENGTH: 5.2m S S EXISTING SEWER
E
E
W
DOWNSTREAM BOUNDARY GRADE: 1.9%
E
E
S
E
OF ALLOTMENT AS PER
E
E
E
DETAIL
E
E
E
E
S NEW SEWER HOUSE
W
E
E
CONNECTION
E
E E
S
E
E
E
E
W
E
EXISTING TREES TO BE S
E
E E
LIMIT OF SEWER
E
REMOVED
E
E
S CONNECTION AT 1%.
E
E
EXISTING BUILDING
E
E
W
E
E
S
E
E
E
E
PROVIDE HOUSE CONNECTION BRANCH
E
KAURI S
E
S
E
W
E
FOR SEWER.
E
E
E
APPROX IL: 107.77m AHD
E
E
E
S
UNITY WATER CERTIFICATION AND
E
E
E
APPROVALS REQUIRED PRIOR TO WORKS
W
E
S
E
COMMENCING.
E
60.000
E
E E
E
S
E
E
E
W
E
E
E
S
E
EXISTING
E
E
E
E
BUILDING PROVIDE CATCH DRAIN
DOWNSTREAM OF S
E
W
E
E
DRIVEWAY AS PER DETAIL
E
EXISTING DRIVEWAY
E
E S
E
H
E
(INDICATIVE See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 5 sections
Section 2
ONLY) R3.5m
E
E
E
W
S
E
E
E
E
E
E
S
E
1500mm
TREET
E
E
CE
W
E
E
E
E
E
S
40.000
E
S
E
M
E
109
E
W
E
WW W
E
E
WW
DA
E
WW
E
WW
E
GRADE DRIVEWAY
20.000
WW
E
WW SEWER MANHOLE
E
E
TOWARDS TURF DRAIN AT
E
12 WW
E
. WW UW ASSET ID: 2660540
E
35 WW NOM. 1% MIN. 14/04/2022
E
0 WW
E
500mm INVERT 108.04
R
WW
E
RESIDENTIAL
WW
E
E
EXISTING TREE TO BE
E
DRIVEWAY ACCESS. WW 1500mm
E
E
EA ID: 2557785
REMOVED RPEQ: 26443
E
REFER TO NSC STD
E
E
300mm
E
DWGS RS-049 & RS-050 E
E
E
DO NOT SCALE, IF IN DOUBT ASK!
E
PROVIDE MINIMUM 125mm
E
E
33
COMPACTED TYPE 2.1 GRAVEL
E
E
E
N
E
BASE WITH 2 COAT BITUMEN
E
1I
E
ST
SEAL IN ACCORDANCE WITH NSC
E
34
1.
E
80
33
STD RS-056
E
E
0
E
N
0.
E
1I
E
0 00 E
E
PROVIDE SEPARATE WATER METER
C56014
RE
E
E
FOR EACH LOT. UNITY WATER
E
E
CERTIFICATIONS AND APPROVALS
E
E
E
E
REQUIRED PRIOR TO WORKS.
E
E
E
ET
E
E
E
E
E
E
LOW POINT FOR 2 13/04/22 RFI UPDATE NW BRP
E
E
E
STORMWATER RUN-OFF
E
1 02/03/22 ISSUE FOR OP WORKS JAC BRP
E
GRADE VERGE LOCALLY TO
E
E E
Rev Date Description By Chk
E
PROVIDE FLOW Section 3
PATH
E
E
ROADWORKS AND DRAINAGE NOTES E
1. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED 11. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
E
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN 12. SAW CUT JOINTS MUST BE:
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND 12.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
SPECIFICATIONS. 12.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. E [email protected]
2. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE 12.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
13. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION
37 MARY ST NOOSAVILLE, QLD
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN
STANDARDS. COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID 07 5211 1003
3. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS MISMATCHED JOINTS.
Client
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
4. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS TO ENSURE NO EXCESSIVE LOADS ARE K. & J. HALSALL
PLACED ON STORMWATER DRAINAGE OR STRUCTURES. Project Name
5. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE 6 CEDAR STREET
CONNECTING ON TO EXISTING.
6. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE COOROY
WITH AS3996. PROPOSED SUBDIVISION
7. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER
WHEEL LOADS. Title
8. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES
ROADS AND DRAINAGE LAYOUT PLAN
EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL NOTE:
ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO
BE CONSTRUCTED TO. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND LOCATE ALL
9. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN THE SERVICES ON SITE AND WITHIN THE WORKS AREA FOOTPRINT. WHERE ANY
ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING LANE DISCREPANCIES OCCUR BETWEEN THE INDICATED POSITIONS AND LEVELS
WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE LINEMARKING TO AND THE LOCATED SERVICES, RECOR IS TO BE NOTIFIED AS SOON AS
ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF SURFACE ADJACENT TO THE POSSIBLE. Project No. Discipline Status
20210226 CIVIL OP WORKS
KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE KERB LINE OR EDGE OF PAVEMENT.
10. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT.EXCEEDING Designed By Drawn By Scale
(at
150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY BRP JAC 1:400 A3)
DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2.
Drawing No. Revision
Document Set ID: 21896123 C20 2
Version: 1, Version Date: 22/04/2022 FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
Section 4
TABLE DRAIN
OP WORKS
1% -1%
VIP RL 109.945
VIP RL 109.932
VIP RL 109.844
VIP RL 109.821
VIP RL 109.821
0% 0%
VIP RL 109.746
VIP RL 109.614
VIP RL 109.488
109.103 109.103 DWAY
109.057 109.088 REB
109.045 108.888 RBB
109.036 108.888 RBB
109.749 109.741 DWAY
109.019 109.088 RBT
109.149 109.118 LEB
109.004 109.004 Rint
109.154 109.154 Lint
DATUM RL 106.000
109.731 109.741 REB
109.749 109.741 LEB
109.731 109.731 Rint
109.749 109.749 Lint
Ø225 RC PIPE
DATUM RL 106.900
FINISHED SURFACE
FINISHED SURFACE LEVEL
LEVEL
109.185
108.961
EXISTING SURFACE
109.746
109.718
EXISTING SURFACE LEVEL
LEVEL
HORIZONTAL CURVE DATA
-2.641
-1.641
-1.500
OFFSET
0.000
1.500
1.900
2.100
2.500
2.836
3.836
-2.533
-1.533
-1.500
OFFSET
0.000
1.500
1.541
2.541
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
CH 81.447
CH 40.000 VERTICAL GEOMETRY GRADE (%) -0.7%
-3% 3%0.7%
4.4% 0.1% -1.1% -0.6% -5.1%
VERTICAL GEOMETRY LENGTH (m) 1.81
2.52.53.32 10.03 28.92 22.8 7.58
TABLE DRAIN DATUM RL = 105.200
1% -1%
109.833
109.821
109.746
109.821
109.843
109.844
109.932
109.933
109.942
109.945
109.855
109.741
109.632
109.627
109.614
109.565
109.509
109.488
109.177
109.103
0% 0%
FINISHED SURFACE LEVEL
109.172 109.177 DWAY
109.943 109.942 DWAY
109.122 109.162 REB
109.105 108.962 RBB
109.096 108.962 RBB
109.079 109.162 RBT
109.218 109.192 LEB
109.821
109.817
109.825
109.842
109.844
109.932
109.896
109.943
109.945
109.867
109.749
109.651
109.641
109.614
109.573
109.502
109.431
109.172
109.103
109.061 109.061 Rint
109.222 109.222 Lint
109.950 109.942 REB
EXISTING SURFACE LEVEL
109.919 109.942 LEB
DATUM RL 106.100
109.949 109.949 Rint
109.917 109.917 Lint
DATUM RL 107.000
FINISHED SURFACE
FINISHED SURFACE LEVEL
LEVEL
CUT / FILL DEPTH
-0.071
-0.004
-0.001
-0.012
-0.008
-0.020
-0.014
-0.008
-0.000
0.000
0.001
0.000
0.000
0.037
0.000
0.000
0.008
0.057
0.005
109.253
109.018
EXISTING SURFACE
109.900
109.880
EXISTING SURFACE LEVEL
LEVEL
CONTROL LINE CHAINAGE
10.108
12.106
13.538
49.575
51.064
73.863
81.447
1.813
4.312
6.812
22.14
-2.621
-1.621
-1.500
OFFSET
0.000
1.500
1.900
2.100
2.500
2.902
3.902
10
20
30
40
50
60
70
80
-2.601
-1.601
-1.500
OFFSET
0.000
1.500
1.527
2.527
0
CH 20.000 CH 80.000
DRIVEWAY LONG SECTIONS
SCALE 1:500
TABLE DRAIN
1% -1%
0% 0%
109.821 109.821 DWAY
109.573 109.565 DWAY
14/04/2022
109.818 109.821 REB
109.556 109.550 REB
109.552 109.350 RBB
109.556 109.350 RBB
109.567 109.550 RBT
109.823 109.821 LEB
109.589 109.580 LEB
109.818 109.818 Rint
109.569 109.569 Rint
109.823 109.823 Lint
109.590 109.590 Lint
DATUM RL 107.000 DATUM RL 106.500
EA ID: 2557785
RPEQ: 26443
FINISHED SURFACE FINISHED SURFACE DO NOT SCALE, IF IN DOUBT ASK!
LEVEL LEVEL
109.827
109.814
109.619
109.581
EXISTING SURFACE EXISTING SURFACE
LEVEL LEVEL
-3.010
-2.010
-2.000
-2.540
-1.540
-1.500
OFFSET OFFSET
0.000
2.000
2.013
3.013
0.000
1.500
1.900
2.100
2.500
2.578
3.578
2 13/04/22 RFI UPDATE NW BRP
1 02/03/22 ISSUE FOR OP WORKS JAC BRP
Rev Date Description By Chk
CH 1.812 CH 60.000
DRIVEWAY CROSS SECTIONS
SCALE Section 5
1:500
[email protected]
37 MARY ST NOOSAVILLE, QLD
07 5211 1003
PROPERTY BDY
PROPERTY BDY
PROVIDE MINIMUM 125mm Client
COMPACTED TYPE 2.1 GRAVEL K. & J. HALSALL
BASE WITH 2 COAT BITUMEN
Project Name
SEAL IN ACCORDANCE WITH NSC
STD RS-056 6 CEDAR STREET
CL
OF ROAD COOROY
TABLE DRAIN
PROPOSED SUBDIVISION
Title
1V:4H
GRADE VARIES GRADE VARIES 1V ROAD AND DRAINAGE LAYOUT DETAILS
MAX 1V:4H :2H
MA
200
MAX X
400 200
1.5m 3m WITHIN ACCESS EASEMENT 1.5m
500mm
NOOSA COUNCIL
TYPICAL PAVEMENT SECTION 300mm
TYPICAL TABLE
SCALE 1:20 INDICATIVE WATER SERVICES
DRAIN SECTION* APPROVED PLAN Project No.
20210226
Discipline
CIVIL
Status
OP WORKS
SCALE 1:20
*WHERE NOMINATED OPW22/0082 26 APRIL 2022 Designed By
BRP
Drawn By
JAC
Scale
AS INDICATED A3)
(at
Drawing No. Revision
Document Set ID: 21896123 C25 2
Version: 1, Version Date: 22/04/2022 FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
Section 6
LV POLE CABLE TERMINATION LABEL AT P2224040
STN 2 - SEE NOTE 1
LOT 3
Bɸ
Cɸ
LOT 1
Aɸ
LOT 2
Cɸ
NOOSA COUNCIL
APPROVED PLAN
OPW22/0082 26 APRIL 2022
EC
LV CABLE
POLE NO. P222404
TO
CEDAR ST. U2224039
LOCATION: CEDAR ST
& SERVICES
C
PROPOSED COMMISSIONING PLAN
Proposed only and subject to alteration by Energex.
LV SWITCHING SHEET ONLY:
CONDUIT CROSS SECTIONS 1. STAND NEW LV POLE AT STN 2
2. RECOVER EX. POLE AT STN 1 & T'FER
ALL CONDUIT INSTALLATION TO COMPLY WITH ENERGEX EXISTING 4-7/3.75 LV & SERVICES
UNDERGROUND DISTRIBUTION CONSTRUCTION MANUAL -
3. INSTALL 16 (LV) STN 2 & 3, BRIDGE IN AT STN 2
REFER SECTION C2, 2.1 FOR DIMENSIONS
4. TEMPORARY BREAK / RE-MAKE LV BRIDGING AT
P21373
5. NOTIFY AFFECTED CUSTOMERS.
LV SWITCHING REQUIRED
EC
LEGEND
HV CONDUIT 125mm
(ORANGE LIGHT DUTY TO AS2053)
DETAIL D DETAIL E DETAIL K
LV CONDUIT 100mm ·
(ORANGE LIGHT DUTY TO AS/NZS 2053 - FOOTPATHS)
(ORANGE LIGHT DUTY TO AS/NZS 2053 ·
- ROAD CROSSINGS, WITH HARD COVER) ·
EC COMMUNICATIONS CONDUIT 100mm ·
(WHITE MEDIUM DUTY TO AS2053 & 1345) ·
EC EC EC PL
40mm PUBLIC LIGHTING CONDUIT
(ORANGE HEAVY DUTY TO AS2053)
DETAIL L DETAIL M DETAIL N
21???
ABN 12 115 160 748
Phone (07) 5479 1368
E-mail: [email protected] PO Box 807
Website: www.millwell.com.au Maroochydore QLD 4558 © This design and drawing is copyright and is not to be used or reproduced
wholly or in part without written permission of Millwell Services Pty Ltd
Document Set ID: 21865559
Version: 1, Version Date: 24/03/2022