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Transcript of O'CONNELL STREET - Caddens Hill · o'connell street caddens road o'connell lane stage 5 locality...
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STAGE 5
LOCALITY SKETCH
PLAN No.
FILE No.
J. WYNDHAM PRINCECONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399
W www.jwprince.com.au
& PROJECT MANAGERS
Prepared By:
ISSUED FOR CONSTRUCTION APPROVAL
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110358CC500
A110358/CC500
SITE OF WORKS
STATE
ARCHIVES
CADDENS HILL - STAGE 5
PROPOSED ROAD & DRAINAGE WORKSDA 17/0099
CONSTRUCTION CERTIFICATE
CADDENS HILL
STAGE 5
LEGEND, NOTES & INDEX
110358/CC501 A
110358CC501
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
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ISSUED FOR CONSTRUCTION APPROVAL
UTILITIES SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTORS ARE
RESPONSIBLE TO LOCATE AND AVOID DAMAGE TO THEM.
NOTE: UTILITIES SHOWN MAY NOT INCLUDE
ALL SERVICES WITHIN THE LIMIT OF WORKS
PRAM RAMP
EXTENT OF WORKS
KERB & GUTTER
DRAINAGE LINE, PIT & EASEMENT
KG
DRAINAGE LINE & PIT
Ø225
CATCH DRAIN
Ø600
PROPOSED EXISTING
GUIDE POSTS
CONTOURS
> > >
KERB RETURN No
STATE SURVEY MARKS
SURVEY MARKS - BENCH MARKS
EXTENT OF CUT
RECOVERY PEGS
TREES TO BE REMOVED
EXTENT OF FILL
TREES TO BE RETAINED
DESCRIPTION
TELECOM, BOX
ELECTRICITY, POWER POLE
STREET NAME SIGNS
WATER, STOP VALVE, HYDRANT
SEWER, MANHOLE
GAS
HEADWALL
LEGEND
SP
STAGE BOUNDARY
STABILISED SITE ACCESS
SEDIMENT FENCE
STRAW BALE BARRIER
STOCKPILE SP
MESH AND GRAVEL INLET FILTER
GEOTEXTILE INLET FILTER
PROTECTIVE FENCING
46.0
FUTURE
05/05
05/06
KR
-
E E E E
S S S S
G G G G
W W W W
T T T T
STAGE 6
STAGE 5
DRAWING INDEX
Drawing
Number
Drawing Title
Revision Number
110358/CC500 COVER SHEET
A
110358/CC501
LEGEND, NOTES & INDEX A
110358/CC502 SITE LAYOUT PLAN
A
110358/CC503 ROAD SETOUT PLAN
A
110358/CC504 ENGINEERING PLAN
A
110358/CC505 ENGINEERING PLAN
A
110358/CC506 ROAD No.9 & 11 LONGITUDINAL & TYPICAL SECTION
A
110358/CC507 ROAD No.12 & 13 LONGITUDINAL & TYPICAL SECTION
A
110358/CC508 ROAD No.13 ROAD LONGITUDINAL SECTION
A
110358/CC509 ROAD No.20 LONGITUDINAL & TYPICAL SECTION
A
110358/CC510 ROAD No.9 CROSS SECTIONS
A
110358/CC511 ROAD No.11 CROSS SECTIONS
A
110358/CC512 ROAD No.12 CROSS SECTIONS
A
110358/CC513 ROAD NO.13 CROSS SECTIONS
A
110358/CC514 ROAD No.20.CROSS SECTIONS
A
110358/CC515 KERB RETURNS
A
110358/CC516 KERB RETURNS
A
110358/CC517 KERB RETURNS
A
110358/CC518 CATCHMENT PLAN
A
110358/CC519 PIT DETAILS & PIT SCHEDULE
A
110358/CC520 DRAINAGE LONG SECTIONS
A
110358/CC521 DRAINAGE LONG SECTIONS
A
110358/CC522 DRAINAGE LONG SECTIONS
A
110358/CC523 DRAINAGE LONG SECTIONS
A
110358/CC524 DRAINAGE LONG SECTIONS
A
110358/CC525 DRAINAGE LONG SECTIONS
A
110358/CC526 DRAINAGE LONG SECTIONS
A
110358/CC527 DRAINAGE CALCULATIONS
A
110358/CC528 DRAINAGE CALCULATIONS
A
110358/CC529 DRAINAGE CALCULATIONS
A
110358/CC530 DRAINAGE CALCULATIONS
A
110358/CC531 DRAINAGE CALCULATIONS
A
110358/CC532 DRAINAGE CALCULATIONS
A
110358/CC533 DRAINAGE CALCULATIONS
A
110358/CC534 DRAINAGE CALCULATIONS
A
110358/CC535 RETAINING WALL PLAN A
110358/CC536 RETAINING WALL SECTION A
110358/CC537 RETAINING WALL SECTION A
110358/CC538 RETAINING WALL SECTION A
110358/CC539 BASIN PLAN A
110358/CC540 BASIN RETAINING WALL PLAN A
110358/CC541 BASIN SECTIONS A
110358/CC542 BASIN DETAILS A
110358/CC543 BASIN B OUTLET DETAILS A
110358/CC544 SOIL & WATER MANAGEMENT PLAN A
110358/CC545 SOIL & WATER MANAGEMENT NOTES A
SURVEY SET OUT INFORMATION NOTES:
1. ALL SITE SET OUT AND CONTROL POINTS ARE TO BE CERTIFIED BY A
REGISTERED SURVEYOR.
2. THE INFORMATION DETAILED ON THE CERTIFIED CONSTRUCTION CERTIFICATE
PLANS TAKES PRECEDENCE OVER ALL ELECTRONIC INFORMATION PROVIDED.
THE ORDER OF PRIORITY FOR USE OF ALL INFORMATION PROVIDED IS AS
FOLLOWS:
a. CERTIFIED CONSTRUCTION CERTIFICATE DRAWINGS
b. 2D DRAFTING BASE (ELECTRONIC FILE)
c. 3D DTM (ELECTRONIC FILE)
3. ANY DISCREPANCY BETWEEN ANY OF THE INFORMATION CONTAINED WITHIN
THESE FILES IS TO BE BROUGHT TO THE ATTENTION OF THE
SUPERINTENDENT PRIOR TO CONSTRUCTION WHO WILL SEEK CLARIFICATION
AND ISSUE INSTRUCTIONS ON THE APPROPRIATE COURSE OF ACTION.
LOT CALCULATIONS BY:
VINCE MORGAN (SURVEYORS) PTY. LTD.
CONSULTING SURVEYORS
P.O. Box 227, Penrith. 2751
Ph. (02) 4721 5293
FILE: 20467 - 5L(A) DATE: 18/02/17
SURVEY BY:
SDG LAND DEVELOPMENT SOLULTIONS
UNIT 7 1B KLEINS ROAD
NORTHMEND 2152
Ph. (02) 9630 7955
FILE: 6072 CONTOUR ISSUE D.DWG DATE: 22/4/16
Survey By:
VINCE MORGAN (SURVEYORS) PTY. LTD.
CONSULTING SURVEYORS
P.O. Box 227, Penrith. 2751
Ph. (02) 4721 5293
Date: 21/09/16 File Name: 20467-L2.dwg
Date: 21/09/16 File Name: 210916topo.dxf
GENERAL NOTES:
1. ALL WORKS ARE TO BE IN ACCORDANCE WITH PENRITH CITY COUNCILS "DESIGN GUIDELINES FOR ENGINEERING
WORKS FOR SUBDIVISIONS AND DEVELOPMENTS" & "ENGINEERING CONSTRUCTION SPECIFICATION FOR CIVIL WORKS".
2. SURVEY MARKS:-
2.a. STATE SURVEY MARKS LOCATIONS TO BE FIXED BY PROJECT SURVEYOR DURING WORK AS EXECUTED SURVEY
OF SUBDIVISION.
2.b. SURVEY MARKS SHOWN THUS ▲ SHALL BE RETAINED AT ALL TIMES. WHERE RETENTION IS NOT POSSIBLE THE
SUPERINTENDENT MUST BE NOTIFIED AND CONSENT RECEIVED PRIOR TO THEIR REMOVAL.
3. THE CONTRACTOR SHALL LOCATE AND LEVEL ALL EXISTING SERVICES PRIOR TO COMMENCING CONSTRUCTION AND
MAKE ARRANGEMENTS WITH THE RELEVANT AUTHORITY TO RELOCATE OR ADJUST IF NECESSARY.
4. THE CONTRACTOR SHALL NOT ENTER UPON NOR DO ANY WORK WITHIN ADJACENT LANDS WITHOUT THE WRITTEN
PERMISSION OF THE OWNERS. TO BE PROVIDED PRIOR TO THE APPROVAL OF THE PLANS.
5. THE CONTRACTOR SHALL MAINTAIN SERVICES AND ALL WEATHER ACCESS AT ALL TIMES TO ADJOINING PROPERTIES.
6. NO TREE SHALL BE FELLED, LOPPED OR REMOVED WITHOUT THE PRIOR APPROVAL OF COUNCIL'S ENGINEER.
7. TREES TO BE RETAINED ON SITE SHALL BE PROTECTED BY SUITABLE STURDY APPROVED PROTECTIVE FENCING
PRIOR TO COMMENCEMENT OF SITE WORKS.
8. THE CONTRACTOR SHALL CLEAR THE SITE BY REMOVING ALL RUBBISH, FENCES OUT-HOUSES, CAR BODIES AND
DEBRIS ETC.
9. EXISTING SEDIMENT BASINS SHALL BE DEWATERED AND DESILTED. LEVELS SHALL BE OBTAINED ON SOUND MATERIAL
PRIOR TO FILLING.
10. FILLING IS TO BE FROM A NOMINATED SOURCE, OF SOUND CLEAN MATERIAL, FREE FROM LARGE ROCK, STUMPS,
CONTAMINATED MATTER, INDUSTRIAL AND BUILDING WASTE, ORGANIC MATTER AND OTHER DEBRIS. PLACING OF
FILLING ON THE PREPARED AREAS SHALL NOT COMMENCE UNTIL THE AUTHORITY TO DO SO HAS BEEN OBTAINED
FROM THE COUNCIL.
11. SITE FILL AREAS:- THE CONTRACTOR SHALL TAKE LEVELS OF EXISTING SURFACE AFTER STRIPPING TOPSOIL AND
PRIOR TO COMMENCING FILL OPERATIONS.
12. ALL SITE FILLING TO BE COMPACTED TO 95% STANDARD COMPACTION AND SHALL BE CONTROLLED BY A REGISTERED
SOIL LABORATORY IN ACCORDANCE WITH COUNCIL'S "ENGINEERING CONSTRUCTION SPECIFICATION FOR CIVIL
WORKS".
13. ALL SITE REGRADING AREAS SHALL BE GRADED AT A MINIMUM 1% TO THE ENGINEERS. REQUIREMENTS.
14. SURPLUS EXCAVATED MATERIAL SHALL BE PLACED WHERE DIRECTED BY THE SUPERINTENDENT.
15. EASEMENT WIDTHS SHALL BE IN ACCORDANCE WITH 3.11 DRAINAGE EASEMENTS OF PENRITH CITY COUNCIL'S DESIGN
GUIDELINES FOR ENGINEERING WORKS FOR SUBDIVISION AND DEVELOPMENTS.
PIPE DIA. EASEMENT WIDTH
150Ø 1.5m
225Ø 2.0m
300Ø 2.0m
375Ø 2.5m
450Ø 2.5m
545Ø 2.5m
600Ø 2.5m
675Ø 3.0m
16. DRAINAGE LINES UNDER ROADS SHALL BE BACKFILLED WITH NON-COHESIVE SAND AND HAVE 3m OF SUBSOIL DRAIN
WRAPPED IN APPROVED FILTER SOCK, DISCHARGING INTO DOWN STREAM PITS.
PIPE CLASS INDICATED ARE FOR REINFORCED CONCRETE PIPES (RCP)
IF FIBRE REINFORCED CONCRETE PIPES (FRC) REFER TO PENRITH CITY COUNCIL "ENGINEERING CONSTRUCTION
SPECIFICATION FOR CIVIL WORKS"
17. ALL CONDUITS AND MAINS SHALL BE LAID PRIOR TO LAYING FINAL ASPHALTIC CONCRETE SEAL.
18. VEHICULAR CROSSINGS SHALL BE CONSTRUCTED IN KERB AND GUTTER WHERE SHOWN IN ACCORDANCE WITH PCC
STANDARD DRAWING SD1004.
19. PRAM CROSSINGS SHALL BE CONSTRUCTED IN KERB AND GUTTER IN ACCORDANCE WITH COUNCIL'S STANDARD
DRAWING SD1002.
20. STREET NAME SIGNS SHALL BE ERECTED, WHERE SHOWN, IN ACCORDANCE WITH COUNCIL'S STANDARD SD1006/1 AND
SD1006/2.
21. ALL NEW WORKS SHALL MAKE A SMOOTH JUNCTION WITH EXISTING CONDITIONS.
22. ALL INTERALLOTMENT DRAINAGE LINES SHALL BE LAID AT A MINIMUM GRADE OF 1% UNLESS OTHERWISE INDICATED.
23. DRAINAGE LINES ON PLANS ARE DIAGRAMMATIC ONLY AND PIPE CENTRELINES SHALL ENTER AND EXIT PITS AT THE
CENTRE OF THE RESPECTIVE PIT WALLS.
24. DIMENSIONS OF ANY DETAIL SHALL NOT BE SCALED - DIMENSIONS, IF IN DOUBT, SHALL BE VERIFIED BY THE
SUPERINTENDENT.
25. ALL CONSTRUCTION AND RESTORATION WORK ON COUNCIL'S ROAD AND FOOTPATH AREA ARE TO BE CARRIED OUT IN
ACCORDANCE WITH THE APPROVED DRAWINGS AND COUNCIL'S STANDARD SPECIFICATIONS AND APPROVED BY
PENRITH CITY COUNCIL THROUGH A S138 ROADS ACT APPROVAL.
26. ALL LAND THAT HAS BEEN DISTURBED BY EARTHWORKS IS TO BE SPRAY GRASSED OR SIMILARLY TREATED TO
ESTABLISH A GRASS COVER.
27. NO FILL MATERIAL IS TO BE IMPORTED TO THE SITE WITHOUT THE PRIOR APPROVAL OF PCC IN ACCORDANCE WIT H
SYDNEY REGIONAL ENVIRONMENTAL PLAN No.20 (HAWKESBURY-NEPEAN RIVER) (No.2-1997). NO RECYCLING OF
MATERIAL FOR USE OF FILL MATERIAL SHALL BE CARRIED OUT ON THE SITE WITHOUT THE PRIOR APPROVAL OF
COUNCIL.
28. ALL EARTHWORKS SHALL BE UNDERTAKEN IN ACCORDANCE WITH AS3798 AND PCC DESIGN GUIDELINES FOR
ENGINEERING WORKS FOR SUBDIVISIONS AND DEVELOPMENTS AND ENGINEERING CONSTRUCTION SPECIFICATIONS
FRO CIVIL WORKS.
29. VEHICLE CROSSINGS TO BE LOCATED 1.0m CLEAR OF ANY LINTELS.
30. ALL VERGE AREAS EXTEND FROM BACK OF KERB TO PROPERTY BOUNDARY TO BE TURFED.
31. ALL STORMWATER PITS WITH DEPTHS GREATER THAN 1.0m TO HAVE GALVANISED OR OTHERWISE APPROVED STEP
IRONS AT 300mm SPACING INSTALLED.
32. KERB TYPES USED IN SITE ARE KERB AND GUTTER UNLESS OTHERWISE NOTED. FOR DETAILS REFER TO PENRITH CITY
COUNCIL "ENGINEERING CONSTRUCTION SPECIFICATION FOR CIVIL WORKS" STANDARD SD1003/1 & SD1003/2.
33. KERB ADAPTORS SHALL BE PROVIDED FOR ALL LOTS DRAINING TO THE STREET. FOR DETAIL REFER TO PENRITH CITY
COUNCIL "ENGINEERING CONSTRUCTION SPECIFICATION FOR CIVIL WORKS"
34. ALL WASTE MATERIAL STORED ON-SITE ARE TO BE CONTAINED WITHIN A DESIGNATED AREA SUCH AS A WASTE BAY
OR BIN. CONTRACTOR TO ENSURE THAT NO WASTE MATERIALS ARE ALLOWED TO ENTER THE STORMWATER SYSTEM
OR NEIGHBOURING PROPERTIES. THE DESIGNATED WASTE STORAGE AREAS SHALL PROVIDE AT LEAST TWO WASTE
BAY/BINS SO AS TO ALLOW FOR THE SEPARATION OF WASTES, AND ARE TO BE FULLY ENCLOSED WHEN SITE IS
UNATTENDED.
CUSTOM MADE PRECAST PIT NOTES:
1. DESIGN DOCUMENTATION REFLECTS PRECAST DRAINAGE PITS BEING USED FOR
THE SITE. UNLESS NOTED OTHERWISE.
2. AUSPITS CUSTOM MADE PRECAST PITS TO BE USED.
3. PITS TO COMPLY WITH THE FOLLOWING PARAMETERS:
3.a. ARE SPECIFICALLY MANUFACTURED FOR THE PROJECT.
3.b. EACH PIT IS ACCOMPANIED BY A CERTIFICATE OF STRUCTURAL ADEQUACY
SIGNED BY A NPER ENGINEER (STRUCTURAL)
3.c. THE STRUCTURAL CERTIFICATION OF THE PITS SHOULD INCLUDE ANY
ADDITIONAL PRECAST ELEMENTS REQUIRED TO BRING THE PIT UP TO FINAL
LEVELS ON SITE.
3.d. PITS MUST BE FIRMLY BEDDED ON SOUND MATERIAL.
3.e. CONCRETE IS TO BE POURED AROUND THE BASE TO AID IN STABILISATION OF
THE PIT.
3.f. PIT FLOORS ARE TO HAVE A 1% FALL TOWARDS THE OUTLET PIPE.
3.g. ANY PIT REQUIRING MODIFICATION AFTER IT HAS BEEN POURED IN THE
FACTORY OR DAMAGED IN TRANSPORT CANNOT BE USED.
3.h. ALL WORK TO BE TO THE SATISFACTION OF COUNCIL'S DEVELOPMENT
INSPECTORS.
IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE DETAILED PIT DRAWINGS AND
STRUCTURAL CERTIFICATION IF INSITU PITS ARE TO BE CONSTRUCTED.
7
3
.
9
6
6
1
6
2
6
3
C
H
K
EXISTING
STAGE 2
EXISTING
STAGE 3
STAGE 5
105 LOTS
FUTURE
STAGE 6
FUTURE
SUBDIVISION
EXISTING
STAGE 4
AV
IU
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RIV
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VANDALAY ROAD
ARCHIVES WAY
RO
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RO
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O'CONNELL STREET
C
A
D
D
A
R
I
D
G
E
D
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I
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E
R
O
A
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1
6
R
O
A
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2
2
ROAD 11
ROAD 12
RO
AD
10
R
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A
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1
7R
OA
D 19
S
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6
ST
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STARLINE DRIVE
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ST
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RIV
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A
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2
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MID
NIG
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A
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NU
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RO
AD
9
EXISTING
STAGE 1
DETENTION
BASIN &
RAINGARDEN B
STATE
ARCHIVES
PLAYING
FIELD
DETENTION
BASIN &
RAINGARDEN D
RO
AD
12
RO
AD
15
RO
AD
14
ROAD 7
DETENTION
BASIN &
RAINGARDEN C
RO
AD
13
CADDENS HILL
STAGE 5
SITE LAYOUT PLAN
110358/CC502 A
110358CC502
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
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02
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
LEGEND
STAGE BOUNDARY
UTILITIES SHOWN ARE DIAGRAMMATIC ONLY,
CONTRACTORS ARE RESPONSIBLE TO LOCATE AND
AVOID DAMAGE TO THEM AS SPECIFIED BY EACH
UTILITIES EXCAVATION GUIDE LINES & STANDARDS.
NOTE: UTILITIES SHOWN MAY NOT INCLUDE
ALL SERVICES WITHIN THE LIMIT OF WORKS
WARNING!
UNDERGROUND SERVICE CABLES IN
VICINITY. EXERCISE EXTREME
CAUTION DURING EXCAVATION.
CONTACT "DIAL BEFORE YOU DIG"
PRIOR TO ANY CONSTRUCTION WORK
1:1500 (AT A1)
METRES
75 0 75 150
PLAN
SCALE 1:1500
606
605
604
603
602
601
600
599
598
597
596
595
594
593
592
591
590
589
588
587
586
585
584
583
582
581
580
579
578
577
576
575
574
573
572
571
570
569
568
567
566
565
564
563
562
561
560
559
558
557
556
555
554
553
552
551
550
549
548
547
546
545
544
543
542
541
540
539
538
537
536
535
534
533
532
531
530
529
528
527
526
525
524
523
522
521
520
519
518
517
516
515
514
513
512
511
510
509
508
507
506
505
504
503
502
501
0.000
312.254
T
P
414.731
T
P
526.712
TP
544.897
767.563
0.000
T
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64.527
T
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8
6
.
9
1
2
9
5
.
2
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6
R
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R
O
A
D
11
R
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A
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7
R
O
A
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20
R
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R
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A
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7
R
O
A
D
15
R
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A
D
14
R
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A
D
9
TP
93.244
TP
124.596
68.394
205.367
209.561
399.0
41
PARK
DETENTION
BASIN &
RAINGARDEN B
FUTURE
SUBDIVISION
EXISTING
SUBDIVISION
O
'C
O
N
N
E
LL S
TR
E
E
T
STATE
ARCHIVES
(4.0 -8.0 - 4.0)
(4.0 -8.0 - 4.0)
(4.0 -8.0 - 4.0)
(4.0 -8.0 - 5.25)
R
O
A
D
13
(5.25 -10.5 - 5.25)
DETENTION
BASIN &
RAINGARDEN C
EXISTING
SUBDIVISION
(4.0 -8.0 - 5.8)
R
O
A
D
12
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
0:2
6 P
M F
ile
N
am
e: J:\1
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8 - O
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ad
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4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
03
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
ROAD SETOUT PLAN
110358/CC503 A
110358CC503
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
METRES
1:1000 (AT A1)
20 10 0 10 20 30 40 50 60 70 80 90 100
1:2000 (AT A3)
UTILITIES SHOWN ARE DIAGRAMMATIC ONLY,
CONTRACTORS ARE RESPONSIBLE TO LOCATE AND
AVOID DAMAGE TO THEM AS SPECIFIED BY EACH
UTILITIES EXCAVATION GUIDE LINES & STANDARDS.
NOTE: UTILITIES SHOWN MAY NOT INCLUDE
ALL SERVICES WITHIN THE LIMIT OF WORKS
WARNING!
UNDERGROUND SERVICE CABLES IN
VICINITY. EXERCISE EXTREME
CAUTION DURING EXCAVATION.
CONTACT "DIAL BEFORE YOU DIG"
PRIOR TO ANY CONSTRUCTION WORK
BENCH MARK LOCATION
SSM112646
E 290687.2140
N 6260213.3860
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290466.16 6260521.69 37°48'06.09"
93.95 290523.75 6260595.92 37°48'06.09"
119.93 290540.04 6260616.93 -100 51.97
145.92 290543.75 6260643.25 8°01'23.02"
427.25 290583.02 6260921.83 8°01'23.02"
ROAD 20
CHAINAGE EASTING NORTHING BEARING
0 290483.72 6260779.8 97°49'28.28"
312.25 290793.07 6260737.29 97°49'28.28"
ROAD 11
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290704.66 6260286.76 27°57'29.68"
52.09 290729.09 6260332.77 27°57'29.68"
69.13 290737.15 6260347.97 -100 34.07
86.16 290739.67 6260364.98 8°26'12.57"
377.32 290782.39 6260652.99 8°26'12.57"
386.22 290783.7 6260661.8 -190 17.8
395.12 290784.18 6260670.69 3°04'11.25"
396.04 290784.23 6260671.61 3°04'11.25"
405.38 290784.73 6260680.95 200 18.69
414.73 290786.1 6260690.2 8°25'30.32"
526.71 290802.5 6260800.98 8°25'30.32"
535.8 290804.21 6260812.47 -11.5 18.18
544.9 290792.69 6260814.05 277°49'33.98"
767.56 290572.1 6260844.37 277°49'33.98"
ROAD 12
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290362.88 6260733.38 97°50'22.43"
93.24 290455.26 6260720.66 97°50'22.43"
108.92 290475.01 6260717.94 -20 31.35
124.6 290477.79 6260737.68 8°01'22.92"
321.14 290505.22 6260932.3 8°01'22.92"
ROAD 13
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290463.72 6260628.92 8°01'22.92"
64.53 290472.73 6260692.82 8°01'22.92"
75.72 290474.33 6260704.2 -40 22.39
86.91 290469.65 6260714.69 335°57'29.45"
95.21 290466.27 6260722.27 335°57'29.45"
ROAD 9
SS
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>
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686685
684
683 682681
675674
673
672
671
670669
668 667666
665664
663 662661
660659
658657
651650
649648647646
645644
643642
641640
639
638
637
636
635
634
633
632
631
630
629628 627
626
625 624623
622
621
494
493492
491
490
489
480
479
478
477
460
459
458
457
456
455
454
453
452
399
605
604603
602
561
560
559558
557
556
555
554
553
552
551
550
549548
547
546
545
544
543
542
541540
539538
537536
535
534
533
532
531
530
529528
527526 525
524
523
522521
520
519
A
N
G
L
E
6
5
.
6
6
N
S
767.563
735.000
750.000
765.000
68.394
90.000
1
0
5
.
0
0
0
1
2
0
.0
0
0
135
.0
00
150
.0
00
165
.0
00
19
5.00
0
TP93.244
TP
124.596
81.628
82.836
1
1
1
.
2
0
9
20
9.5
61
21
0.0
00
225.000
240
.0
00
25
5.00
0
270.000
28
5.0
00
30
0.00
0
33
0.0
00
345.000
36
0.0
00
0.000
15.000
30.000
60.000
75.000
90.000
105.000
120.000
ROAD 13
ROAD 20
R
O
A
D
6
205
.3
67
9
5
.
2
0
6
15.000
30.000
45.000
60.000
7
5
.0
0
0
9
0
.
0
0
0
TP
64.527
T
P
8
6
.
9
1
2
8
1
.
6
2
88
2
.
8
3
6
ROAD 9
KR 56
KR 57
KR 58
KR 59
KR 48
KR 49
KR 46
KR 47
KR 50
KR 51
RO
AD
11
FUTURE STAGE 6
SUBDIVISION
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
KG
4.0
8.0
4.0
4.0 8.0 4.0
5.25
10.5
5.25
4.0
8.0
5.2
5
4.0
8.0
4.0
4.0 8.0 4.0
4.0 8.0 4.0
5.25 10.55.25
RW
11
RW 16
REMOVE GUIDEPOSTS
MAKE SMOOTH CONNECTION
TO EXISTING
LIMIT OF WORKS CH209.567
REMOVE GUIDEPOSTS
MAKE SMOOTH
CONNECTION TO EXISTING
LIMIT OF WORKS AT CH15.0
PROVIDE GUIDEPOSTS
@ 1.5m CENTERS
LIMIT OF WORKS AT CH68.394
PROVIDE GUIDEPOSTS
@ 1.5m CENTERS
LIMIT OF WORKS AT CH205.367
PROVIDE GUIDEPOSTS
@ 1.5m CENTERS
LIMIT OF WORKS AT CH361.57
STAGE 4
SUBDIVISION
(REFER TO PLAN PREPARED BY
J WYNDHAM PRINCE AS
APPROVED UNDER STAGE 4 CC)
PROVIDE TEMPORARY
PIPE END CAP FOR
FUTURE CONNECTION
PROVIDE TEMPORARY
PIPE END CAP FOR
FUTURE CONNECTION
AD/1
AD/2
AD/3
BA/1
BA/2
BA/3
AD/4
BA/4BA/5
BA/6
BA/7
BA/8
BA/9
BD/1
BA/10
AD/5
B1/1
B1/2
A11/1
BD/2
A10/4
AE/1
A8/1
AE/2
A10/5
BD/3
A8/2
B3/1
B1/3
AE/3
A12/1
A10/6
B7/1
B7/2
BD/4
AK/1
AL/1
AE/4
B8/1
A9/1
B7/3
B1/4
A8/3
A10/7
BD/5
AE/5
BH/1
BH/2
B9/1
A10/8
B1/5
B1/6
B2/4
BH/3
AE/6
B2/5
B1/7
B2/6
BH/4
A13/1
A10/9
B1/8
375∅375∅375∅
3
7
5∅
3
7
5∅
37
5∅
3
7
5
∅
375∅
3
7
5∅
3
7
5
∅
375∅
3
7
5
∅
3
7
5
∅
1
5
0
∅1
5
0
∅1
5
0∅
2
2
5∅
3
7
5∅
150∅ 150∅150∅
225∅225∅
375∅
3
7
5
∅
3
7
5
∅
375∅375∅
375∅375∅
3
7
5∅
45
0∅
375∅
3
7
5
∅
375∅
375∅ 3
7
5∅
3
7
5∅
37
5∅
3
7
5∅
375∅
225∅225∅
225∅300∅
300∅300∅ 300∅
30
0∅
30
0∅
3
7
5∅150∅ 150∅
150∅150∅
375∅ 150∅
150∅ 225∅375∅
∅
A10/3
A10/2
B2/3
A14/7
A10/10
A10/11
RO
AD
12
KG
KG
RAINGARDEN B
(REFER TO PLAN PREPARED BY J WYNDHAM
PRINCE AS APPROVED UNDER STAGE 4 CC)
STAGE 4 SUBDIVISION
(REFER TO PLAN PREPARED BY
J WYNDHAM PRINCE AS APPROVED UNDER
STAGE 4 CC)
1:5 BATTER
1:5 BATTER
1:5
B
AT
TE
R
1:5 BATTER
1:5
BATTER
1:5 BATTER
1:5 BATTER
HUMEGARD HG30A-XM-L
825∅825∅
BOX CULVERT
450x1200
BOX CULVERT
450x1200
TEMPORARILY BLOCK
OFF BOX CULVERT FOR
FUTURE CONNECTION
A10/12
CADDENS HILL
STAGE 5
ENGINEERING PLAN
110358/CC504 A
110358CC504
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
1:3
8 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
04
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
REFER TO DRAWING CC505 FOR CONTINUATION
PLAN
SCALE 1:500
RETAINING WALL PLAN
AND SECTIONS REFER TO
PLANS CC330 - CC335
VEHICULAR CROSSING (VC)
SETOUT DETAIL
SCALE: N.T.S.
KERB LINE
LIP LINE
VC
3.0m MIN
4.5m NOM.
0.5
0.1
9
0.7
1.0
MIN.
· ALL VEHICULAR CROSSING (VC) WIDTHS ARE 4.5m
WIDE UNLESS OTHER WISE NOTED ON PLAN
· VC MUST HAVE A MIN STRAIGHT OF 3m PER P.C.C.
STANDARD DETAIL
· VC'S TO BE IN ACCORDANCE WITH SD1004 OF
P.C.C ENGINEERING CONSTRUCTION
SPECIFICATION FOR CIVIL WORKS
RETAINING WALL LOCATIONS ARE FOR INFORMATION
ONLY AND ARE SUBJECT TO A SEPARATE APPROVAL
PR
OL
ON
GA
TIO
N
OF
B
OU
ND
AR
Y
SS
SS
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
>
>
>
>>
>
>>
>
>
>
>>
>>
>>
>
>>
>
>>
>
>
>
>
>
>>
697
696
695
694
693
692
691
690
689
688
391
390
389
388
387
386
385
384
383
382
381
370
369
368
367
366
365
364
363
362
361360
359
331
330
329328
327
326
325
324
323322
321320319
318317
497
496
495
489
488
487
486
485
484
483
606
601
600
599
598
597
596
595
594
593
592
591
590
589
588
587
586
585
584
583
582
581
580
579
578
577
576
575
574
573
572
571
570
569
568
567
566
565
564
563
562
518
517
516
515
514
513
512
511
510
509
508
507
506
505
504
503
502
501
C
O
R
C
O
R
5
7
.
6
5
5
6
.
9
9
5
7
.
1
5
5
5
.
8
1
5
5
.
3
9
5
8
.
5
9
5
3
.
1
3
4
3
.
4
4
4
3
.
3
4
4
4
.
5
7
5
2
.
9
8
5
1
.
4
3
5
0
.
2
0
4
8
.
5
3
4
7
.
4
0
4
6
.
6
3
4
6
.
3
0
4
5
.
4
0
4
7
.
6
0
B
B
B
B
6
/
.
3
8
/
.
4
B
B
B
B
G
A
S
B
B
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
8
/
.
4
N
S
1
0
/
.
5
399.041
405.000
420.000
435.000
450.000
465.000
480.000
495.000
510.000
525.000
5
4
0
.
0
0
0
555.000
570.000
585.000
600.000
615.000
630.000
660.000
675.000
690.000
705.000
720.000
735.000
TP
414.731
TP
526.712
TP544.897
449.698
474.700
312.254
120.000
135.000
150.000
165.000
180.000
195.000
225.000
240.000
255.000
270.000
285.000
300.000
299.622
299.884
RO
AD
11
RO
AD
12
399.041
KR 45
KR 44
DETENTION BASIN
& RAINGARDEN C
REFER PLANS CC539-CC542
KG
KG
KG
KG
KG
KG
KG
KG
4.0 8.0 4.0
4.0 8.0 4.0
RW
10
RW 13
RW 12
RW
11
REMOVE GUIDEPOST
MAKE SMOOTH CONNECTION
WITH EXISTING
LIMIT OF WORKS CH399.041
O'C
ON
NE
LL S
TR
EE
T
BD/1
BD/2
M/1
BD/3
M/2
M/3
BD/4
M/4
M/5
BD/5BH/1
BH/2
M/6
M/7
B9/1
M/8
BE/1
BH/3
N/1
BE/2
BH/4
BJ/1
BE/3
BJ/2
N/2
BK/2
B1/8
BE/4
BJ/3
N/3
BE/5
B10/1
B9/2
BJ/4
N/4
BE/6
BE/7
BJ/5
N/5
BE/8
N/6
BJ/6
BG/1
B5/1
B1/9
B11/1
B9/3
BG/2
N/7
N/8
BJ/7
BG/3
BE/9
B9/4
N/9
BJ/8
BG/4
B1/10
39/1
BG/5
B9/5
BJ/9
BG/6
BG/7
25/1
B9/6
B9/7
B9/8
BJ/10
BF/1
B6/1
B1/11
35/13
39/2
BJ/11
BG/8
BJ/12
B1/12
B14/1
B9/9
B1/13
B1/14
B9/10
B1/15
BJ/13
B1/16
BJ/14
15
0∅
15
0∅
15
0∅
22
5∅
22
5∅
225∅
15
0∅
15
0∅
225∅
22
5∅
22
5∅
22
5∅
22
5∅
45
0∅
45
0∅
52
5∅
52
5∅
6
0
0∅
750∅750∅750∅
750∅
3
7
5
∅
3
7
5
∅
3
7
5
∅
3
7
5
∅
3
7
5
∅
3
7
5
∅
37
5∅
37
5∅
37
5∅
37
5∅
375∅
450∅
4
5
0∅
450∅
5
2
5
∅
525∅
150∅ 150∅ 150∅ 150∅375∅
15
0∅
15
0∅
15
0∅
22
5∅
22
5∅
22
5∅
225∅ 225∅3
7
5∅
15
0∅
15
0∅
22
5∅
22
5∅
22
5∅
22
5∅
225∅ 225∅3
7
5∅
150∅150∅
225∅375∅
150∅
22
5∅
22
5∅
22
5∅
225∅
22
5∅
22
5∅
22
5∅
22
5∅
22
5∅
22
5∅
225∅
375∅
225∅STAGE 4 SUBDIVISION
(REFER TO PLAN PREPARED BY
J WYNDHAM PRINCE AS APPROVED
UNDER STAGE 4 CC)
STAGE 3 SUBDIVISION
(REFER TO PLAN PREPARED BY
J WYNDHAM PRINCE AS APPROVED
UNDER STAGE 3 CC)
REMOVE EXISTING
HEADWALL &
CONSTRUCT 1.8m
LINTEL PIT
5.8
8.0
4.0
B13/1
1:5
B
AT
TE
R
STATE
ARCHIVES
RO
AD
7
HUMEGARD
HG27-L-MC
RW 12
RW 14
1:4 BATTER
B1/17
CADDENS HILL
STAGE 5
ENGINEERING PLAN
110358/CC505 A
110358CC505
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
2:5
0 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
05
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
REFER TO DRAWING CC504 FOR CONTINUATION
PLAN
SCALE 1:500
0.0
00
0.0
00
-3
.5
50
0.1
64
-4
.0
00
-4
.0
40
0.0
04
0.1
66
3.5
50
4.0
40
-0
.1
06
0.0
04
4.0
00
-0
.1
46
-3.0%-3.0%
-4.0% -4.0%
DE
SIG
NE
D C
L
KE
RB
&
G
UT
TE
R
KE
RB
&
G
UT
TE
R
BO
UN
DA
RY
0.5
m B
ER
M
BO
UN
DA
RY
0.5
m B
ER
M
8.0m
CARRIAGEWAY
4.0m 4.0m
300300
-8
.0
00
-8
.5
00
0.1
64
8.0
00
0.1
66
8.5
00
-0
.1
06
-0
.1
46
2%2%
900900
FO
OT
PA
TH
1
.5
m
RE
FE
R P
CC
S
D1
00
1
FO
R D
ET
AIL
S
FO
OT
PA
TH
1
.5
m
RE
FE
R P
CC
S
D1
00
1
FO
R D
ET
AIL
S
VERGE
VERGE
ROAD No.11,12 & 20 TYPICAL SECTION
(VANDALAY ROAD, ARCHIVES WAY (CH 540 - END)
& MIDNIGHT AVENUE)
(16m ROAD RESERVE)
1:100 NAT
PAVEMENT NOTES ROAD No.9,11,12 & 20
ACCESS STREET 5x10
4
50mm MINIMUM THICKNESS (AC10) 2 x LAYERS 25mm (AC10)
*FINAL AC LAYER TO BE DEFERRED & BONDED
SINGLE COAT FLUSH SEAL
150mm THICK BASECOURSE (DGB20)
175mm THICK SUB BASE (DGS40)
COMPACTED SUBGRADE
REFER TO REPORT BY GEOTECH TESTING PTY LTD REF 8611/1-AA-R1
CYCLEWAY DETAIL
NTS
125mm 32MPa CONCRETE
80 SLUMP
30mm COMPACTED GRANULAR
LEVELING COURSE
SL72 TOP
40 COVER
NOTE
EXISTING SURFACE LEVELS ARE FROM
BULK EARTHWORKS PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED FOR
STAGES 4 AND 5)
LONGITUDINAL SECTION ROAD 9
HORIZONTAL SCALE 1:500
VERTICAL SCALE 1:100
LONGITUDINAL SECTION ROAD 11
HORIZONTAL SCALE 1:500
VERTICAL SCALE 1:100
0.0
00
0.0
00
-3
.5
50
0.1
64
-4
.0
00
-4
.0
40
0.0
04
0.1
66
3.5
50
4.0
40
-0
.1
06
0.0
04
4.0
00
-0
.1
46
-3.0%-3.0%
-4.0% -4.0%
DE
SIG
NE
D C
L
KE
RB
&
G
UT
TE
R
KE
RB
&
G
UT
TE
R
BO
UN
DA
RY
0.5
m B
ER
M
BO
UN
DA
RY
0.5
m B
ER
M
8.0m
CARRIAGEWAY
4.0m 5.25m
300300
-8
.0
00
-8
.5
00
0.2
14
9.2
5
0.2
16
9.7
5
-0
.1
06
-0
.1
46
2%2%
900
900
FO
OT
PA
TH
1
.5
m
RE
FE
R P
CC
S
D1
00
1
FO
R D
ET
AIL
S
VERGE
VERGE
ROAD No.9 TYPICAL SECTION
(ROCHESTER TERRACE)
(17.25m ROAD RESERVE)
1:100 NAT
SH
AR
ED
FO
OT
PA
TH
2
.5
m
(ROCHESTER TERRACE)
(VANDALAY ROAD)
IP
6
4.2
74
IP
6
2.5
16
IP
6
1.3
63
-3.1% -3.1% -5.0% 3.1%
10.0m V.C. 30.0m V.C.
0.0
00
3.4
48
64
.4
28
8.4
48
64
.2
73
11
.6
58
64
.1
73
11
.7
05
64
.1
72
12
.4
36
64
.1
49
13
.4
48
64
.1
17
15
.0
00
64
.0
69
30
.0
00
63
.0
98
63
.5
98
45
.0
00
62
.6
28
63
.1
28
49
.5
17
62
.4
86
62
.9
86
60
.0
00
62
.1
24
62
.6
24
64
.5
17
61
.9
46
62
.4
46
64
.5
27
61
.9
46
62
.4
46
75
.0
00
61
.9
86
79
.5
17
61
.7
66
81
.6
28
61
.6
61
82
.8
36
61
.6
00
86
.9
12
64
.8
98
61
.3
96
87
.5
89
64
.8
85
61
.3
63
88
.0
39
64
.8
77
61
.3
23
88
.4
89
64
.8
68
61
.3
63
90
.0
00
64
.8
39
61
.4
09
95
.2
06
64
.8
03
CHAINAGE
EXISTING
SURFACE
DESIGN
LINE GRADING
CH
0
m
RL
6
4.5
32
m
CL
O
F R
OA
D 6
CH
9
5.2
06
m
RL
6
1.5
44
m
CL
O
F R
OA
D 1
3
DATUM 57.0
CH
6
3.6
84
CH
2
98
.2
77
RL
6
2.4
06
m
RL
5
3.7
56
m
SA
G
SA
G
IP
6
3.3
39
IP
6
2.3
19
IP
6
2.7
13
IP
6
2.3
36
IP
5
6.0
33
IP
5
3.6
61
-3.0% -1.9% 3.0% -3.0% -4.8% -3.2% 3.2%
12.0m V.C. 15.0m V.C. 10.0m V.C. 30.0m V.C. 12.0m V.C.
0.0
00
65
.2
55
63
.6
80
5.3
83
65
.2
46
63
.5
19
11
.3
83
65
.8
81
63
.3
56
13
.7
07
66
.2
52
63
.3
02
13
.7
93
66
.2
65
63
.3
00
15
.0
00
66
.4
48
63
.2
74
17
.3
83
66
.7
30
63
.2
26
30
.0
00
62
.9
88
45
.0
00
62
.7
04
57
.8
87
62
.4
61
60
.0
00
62
.4
28
63
.6
84
62
.4
06
65
.3
87
62
.4
11
65
.9
57
62
.4
15
66
.0
44
62
.4
15
72
.8
87
62
.5
44
75
.0
00
62
.6
08
78
.5
00
62
.7
13
86
.0
54
62
.4
86
90
.0
00
62
.3
54
90
.9
57
62
.3
18
91
.0
44
62
.3
14
91
.0
54
62
.3
14
96
.0
54
62
.0
97
10
5.0
00
61
.6
70
12
0.0
00
60
.9
54
13
5.0
00
60
.2
38
15
0.0
00
59
.5
22
16
5.0
00
58
.8
05
18
0.0
00
58
.0
89
19
5.0
00
57
.3
73
20
8.0
67
56
.7
49
21
0.0
00
56
.6
58
22
3.0
67
56
.0
94
22
5.0
00
56
.0
18
23
8.0
67
55
.5
60
24
0.0
00
55
.4
99
25
5.0
00
55
.0
26
27
0.0
00
54
.5
54
28
5.0
00
54
.0
81
29
2.3
22
53
.8
50
29
8.2
77
53
.7
56
29
8.3
22
53
.7
56
29
9.6
22
53
.7
61
29
9.8
84
53
.7
63
30
0.0
00
53
.7
64
30
4.3
22
53
.8
53
31
2.2
54
57
.3
26
CHAINAGE
CH
3
12
.2
54
m
RL
5
4.1
04
m
CL
O
F R
OA
D 1
2
CH
7
8.5
01
m
RL
6
2.7
13
m
CL
O
F R
OA
D 2
0
CH
0
m
RL
6
3.6
83
m
CL
O
F R
OA
D 1
3
DATUM 47.0
EX
TE
NT
O
F W
OR
KS
EXISTING STAGE 3
SUBDIVISION
EXISTING ROAD CONSTRUCTION
(REFER 110358CC300)
71
.0
00
64
.0
69
WAE
62
.1
69
61
.6
69
ARCHIVES
LAND
PR
OP
ER
TY
B
OU
ND
AR
Y
TEMPORARY BATTER
62
.4
88
62
.2
04
62
.9
61
61
.9
28
61
.9
06
61
.9
11
61
.9
15
61
.9
15
61
.0
44
61
.1
08
62
.2
13
61
.9
86
61
.8
54
61
.8
18
61
.8
14
61
.8
14
61
.5
97
61
.1
70
60
.4
54
59
.7
38
59
.0
22
58
.3
05
57
.5
89
56
.2
73
56
.2
49
56
.1
58
55
.5
94
55
.5
18
55
.0
60
54
.9
99
54
.5
26
54
.0
54
53
.6
81
53
.3
50
53
.2
56
53
.2
56
53
.2
61
53
.2
63
53
.2
64
53
.3
53
54
.1
04
EXISTING
SURFACE
WAE
DESIGN
LINE GRADING
NOTE
FURTHER GEOTECHNICAL TESTING SHALL BE UNDERTAKEN
UPON COMPLETION OF BULK EARTHWORKS FOR STAGE 5 TO
CONFIRM CBR VALUES MEET THE DESIGN CBR AS SPECIFIED IN
THE PAVEMENT DESIGN INVESTIGATION PREPARED BY
GEOTECH TESTING PTY LTD.
JOB No. 8011/1, DATE 25 MAY 2017
DIS
H C
RO
SS
IN
G
CADDENS HILL
STAGE 5
ROAD No.9 & 11 LONGITUDINAL & TYPICAL SECTION
110358/CC506 A
110358CC506
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
3:1
0 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
06
.d
wg
ISSUED FOR CONSTRUCTION APPROVALMETRES
H 1:500 (AT A1)
10 0 10 20 30 40 50
METRES
109876
54321012
V 1:100 (AT A1)
NOTE
EXISTING SURFACE LEVELS ARE FROM
BULK EARTHWORKS PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED FOR
STAGES 4 AND 5)
CH
4
32
.6
25
RL
5
4.6
91
m
CR
ES
T
CH
5
45
.3
24
RL
5
0.2
47
m
SA
G
35
0.0
00
51
.5
00
36
0.0
00
52
.0
00
37
5.0
00
52
.7
50
37
7.3
21
52
.8
66
39
0.0
00
53
.5
00
39
5.0
00
53
.7
50
39
5.1
19
53
.7
56
39
6.0
37
53
.8
01
39
9.0
41
4.7
31
53
.9
78
54
.4
78
42
0.0
00
54
.0
85
54
.5
85
43
2.6
25
54
.1
91
54
.6
91
43
5.0
00
54
.1
87
54
.6
87
44
0.0
00
54
.1
54
54
.6
54
45
0.0
00
53
.9
90
54
.4
90
46
5.0
00
53
.4
94
53
.9
94
48
0.0
00
52
.6
99
53
.1
99
48
5.0
00
52
.3
68
52
.8
68
49
5.0
00
51
.6
72
52
.1
72
50
0.0
00
51
.3
24
51
.8
24
51
0.0
00
50
.7
05
51
.2
05
52
5.0
00
50
.0
64
50
.5
64
52
6.7
12
50
.0
13
50
.5
13
54
0.0
00
49
.7
68
50
.2
68
54
4.8
97
49
.7
47
50
.2
47
54
5.3
24
49
.7
47
50
.2
47
55
5.0
00
49
.8
19
50
.3
19
57
0.0
00
50
.2
14
50
.7
14
58
0.0
00
50
.6
70
51
.1
70
58
5.0
00
50
.9
36
51
.4
36
60
0.0
00
51
.7
35
52
.2
35
61
5.0
00
52
.5
34
53
.0
34
63
0.0
00
53
.3
32
53
.8
32
64
5.0
00
54
.1
31
54
.6
31
66
0.0
00
54
.9
30
55
.4
30
67
5.0
00
55
.7
29
56
.2
29
69
0.0
00
56
.5
27
57
.0
27
70
0.0
00
57
.0
60
57
.5
60
CHAINAGE
EXISTING
SURFACE
CH
3
86
.2
89
m
RL
5
3.3
14
m
CL
O
F R
OA
D 7
DATUM 44.0
LONGITUDINAL SECTION ROAD 12
HORIZONTAL SCALE 1:500
VERTICAL SCALE 1:100
IP
6
0.3
29
IP
6
0.6
87
70
0.0
00
57
.0
60
57
.5
60
70
5.0
00
57
.3
26
57
.8
26
72
0.0
00
58
.1
25
58
.6
25
73
5.0
00
58
.9
24
59
.4
24
74
7.0
00
59
.5
63
60
.0
63
75
0.0
00
59
.7
12
60
.2
12
75
2.0
00
59
.7
94
60
.3
01
75
7.0
00
59
.9
82
60
.4
82
76
3.7
47
60
.1
67
60
.6
87
76
5.0
00
60
.2
19
60
.7
25
76
7.5
63
60
.2
96
CHAINAGE
EXISTING
SURFACE
CH
7
67
.5
63
m
RL
6
0.7
95
m
CL
O
F R
OA
D 2
0
DATUM 47.0
LONGITUDINAL SECTION ROAD 12
HORIZONTAL SCALE 1:500
VERTICAL SCALE 1:100
CO
NT
IN
UE
D F
RO
M B
EL
OW
WAE
WAE
5.0%
90.0m
V.C.
-7.0%
80.0m
V.C.
5.3%
5.3% 3.1%
3.0%
10.0m
V.C.
IP
4
9.0
40
IP
5
6.0
00
CO
NT
IN
UE
S A
BO
VE
40
5.0
00
53
.6
84
54
.1
84
EX
TE
NT
O
F W
OR
KS
EXISTING STAGE 3 SUBDIVISION
51
5.0
EXTENT OF TEMPORARY BATTER INTERFACE WITH STATE ARCHIVE PROPERTY
EX
TE
NT
O
F P
AV
EM
EN
T B
OX
IN
G
INDICATIVE GRADING
ALONG BATTER SLOPE
EXISTING ROAD CONSTRUCTION
(REFER 110358CC300)
DESIGN
LINE GRADING
DESIGN
LINE GRADING
0.0
00
0.0
00
-3
.5
50
0.1
64
-4
.0
00
-4
.0
40
0.0
04
0.1
66
3.5
50
4.0
40
-0
.1
06
0.0
04
4.0
00
-0
.1
46
-3.0% -3.0%
-4.0% -4.0%
DE
SIG
NE
D C
L
KE
RB
&
G
UT
TE
R
KE
RB
&
G
UT
TE
R
BO
UN
DA
RY
0.5
m B
ER
M
8.0m
CARRIAGEWAY
4.0m 5.8m
300300
-8
.0
00
-8
.5
00
0.1
64
9.8
00
-0
.1
06
-0
.1
46
2% 2%
900
FO
OT
PA
TH
1
.5
m
RE
FE
R P
CC
S
D1
00
1
FO
R D
ET
AIL
S
FO
OT
PA
TH
1
.5
m
RE
FE
R P
CC
S
D1
00
1
FO
R D
ET
AIL
S
VERGE
VERGE
ROAD No.12 TYPICAL SECTION
(ARCHIVES WAY (CH 420 - 495)
(17.8m ROAD RESERVE)
1:100 NAT
EX
B
OU
ND
AR
Y
SUBJECT TO MANUFACTURERS
SPECIFICATIONS
1.5
M
AX
& V
AR
.
0.0
00
0.0
00
-3
.5
50
0.1
64
-4
.0
00
-4
.0
40
0.0
04
0.1
66
3.5
50
4.0
40
-0
.1
06
0.0
04
4.0
00
-0
.1
46
-3.0% -3.0%
-4.0% -4.0%
DE
SIG
NE
D C
L
KE
RB
&
G
UT
TE
R
KE
RB
&
G
UT
TE
R
BO
UN
DA
RY
0.5
m B
ER
M
8.0m
CARRIAGEWAY
4.0m 5.8m
300300
-8
.0
00
-8
.5
00
0.1
64
9.8
00
-0
.1
06
-0
.1
46
2%
900
FO
OT
PA
TH
1
.5
m
RE
FE
R P
CC
S
D1
00
1
FO
R D
ET
AIL
S
FO
OT
PA
TH
1
.5
m
RE
FE
R P
CC
S
D1
00
1
FO
R D
ET
AIL
S
VERGE
VERGE
ROAD No.12 TYPICAL SECTION
(ARCHIVES WAY (CH 399 - CH 420 & CH 495 - CH 540)
(17.8m ROAD RESERVE)
1:100 NAT
EX
B
OU
ND
AR
Y
1.5
M
AX
& V
AR
.
2.7m
2%
2.7m
(ARCHIVES WAY)
(ARCHIVES WAY)
1
4
NOTE
FURTHER GEOTECHNICAL TESTING SHALL BE UNDERTAKEN
UPON COMPLETION OF BULK EARTHWORKS FOR STAGE 5 TO
CONFIRM CBR VALUES MEET THE DESIGN CBR AS SPECIFIED IN
THE PAVEMENT DESIGN INVESTIGATION PREPARED BY
GEOTECH TESTING PTY LTD.
JOB No. 8011/1, DATE 25 MAY 2017
CADDENS HILL
STAGE 5
ROAD No.12 & 13 LONGITUDINAL & TYPICAL SECTION
110358/CC507 A
110358CC507
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
3:2
3 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
07
.d
wg
ISSUED FOR CONSTRUCTION APPROVALMETRES
H 1:500 (AT A1)
10 0 10 20 30 40 50
METRES
109876
54321012
V 1:100 (AT A1)
CH
3
3.9
56
RL
5
9.3
71
m
CR
ES
T
CH
5
0.4
69
RL
5
9.2
38
m
SA
G
IP
5
9.5
44
IP
5
8.9
64
IP
6
3.3
22
IP
6
5.1
66
0.0
00
56
.3
38
58
.2
50
10
.8
82
57
.1
86
58
.7
94
15
.0
00
57
.5
13
58
.9
82
25
.8
82
58
.3
79
59
.3
00
30
.0
00
58
.7
06
59
.3
54
33
.9
56
59
.0
39
59
.3
71
40
.8
82
59
.9
33
59
.3
19
42
.0
29
60
.0
47
59
.3
02
45
.0
00
60
.3
11
59
.2
65
50
.4
69
60
.7
97
59
.2
38
60
.0
00
61
.6
45
59
.3
19
64
.5
29
62
.0
48
59
.4
14
75
.0
00
62
.9
80
59
.7
73
87
.0
29
63
.8
48
60
.4
27
90
.0
00
63
.9
67
60
.6
20
93
.2
44
64
.0
96
60
.8
31
10
5.0
00
64
.8
50
61
.5
95
11
1.5
64
64
.8
88
62
.0
22
12
0.0
00
65
.0
29
62
.5
21
12
4.5
96
65
.1
22
62
.7
53
13
1.5
64
65
.1
28
63
.0
48
13
5.0
00
65
.1
42
63
.1
69
15
0.0
00
65
.1
91
63
.5
08
15
1.5
64
65
.1
95
63
.5
25
16
5.0
00
65
.2
43
63
.6
61
18
0.0
00
65
.2
60
63
.8
14
19
5.0
00
65
.4
72
63
.9
66
21
0.0
00
66
.3
89
64
.1
18
22
5.0
00
67
.2
21
64
.2
71
24
0.0
00
67
.3
66
64
.4
23
25
5.0
00
67
.4
48
64
.5
75
27
0.0
00
67
.2
44
64
.7
28
28
5.0
00
66
.8
81
64
.8
80
30
0.0
00
66
.2
16
65
.0
32
30
8.2
03
65
.7
74
65
.1
16
31
3.2
03
65
.4
03
65
.1
91
31
5.0
00
65
.2
71
65
.2
30
31
8.2
03
65
.1
46
65
.3
16
32
1.1
43
65
.1
79
65
.4
04
CHAINAGE
EXISTING
SURFACE
CH
1
67
.1
31
m
RL
6
3.6
8m
CL
O
F R
OA
D 1
1
DATUM 52.0
LONGITUDINAL SECTION ROAD 13
HORIZONTAL SCALE 1:500
VERTICAL SCALE 1:100
WAE
5.0%
30.0m
V.C.
-1.5%
45.0m
V.C.
6.5%
40.0m
V.C.
1.0% 3.0%
10.0m
V.C.
PAVEMENT NOTES ROAD No.13
ACCESS STREET 5x10
4
50mm MINIMUM THICKNESS (AC10) 2 x LAYERS 25mm (AC10)
*FINAL AC LAYER TO BE DEFERRED & BONDED
SINGLE COAT FLUSH SEAL
150mm THICK BASECOURSE (DGB20)
175mm THICK SUB BASE (DGS40)
COMPACTED SUBGRADE
REFER TO REPORT BY GEOTECH TESTING PTY LTD REF 8611/1-AA-R1
EX
TE
NT
O
F W
OR
KS
FUTURE STAGE 6 SUBDIVISION
EX
TE
NT
O
F W
OR
KS
FUTURE STAGE 6 SUBDIVISION
FUTURE ROAD CONSTRUCTIONFUTURE ROAD CONSTRUCTION
TEMPORARY BATTER
TEMPORARY BATTER
DESIGN
LINE GRADING
NOTE
EXISTING SURFACE LEVELS ARE FROM
BULK EARTHWORKS PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED FOR
STAGES 4 AND 5)
-3.0%-3.0%
4.0% 4.0%
DE
SIG
NE
D C
L
KE
RB
&
G
UT
TE
R
KE
RB
&
G
UT
TE
R
BO
UN
DA
RY
0.5
m B
ER
M
BO
UN
DA
RY
0.5
m B
ER
M
10.5m
CARRIAGEWAY
5.25 5.25m
300300
2%
2%
900900
SH
AR
ED
FO
OT
PA
TH
2
.5
m
FO
OT
PA
TH
1
.5
m
RE
FE
R P
CC
S
D1
00
1
FO
R D
ET
AIL
S
VERGE
VERGE
ROAD No.13 TYPICAL SECTION
(STARLINE DRIVE)
(21m ROAD RESERVE)
1:100 NAT
0.0
00
-5
.2
5
5.2
5
-4
.8
0
4.8
0
-0
.1
44
-0
.1
84
-0
.1
44
-0
.1
84
-0
.0
34
-0
.0
34
-1
0.5
-1
1.0
10
.5
11
.0
0.1
76
0.1
76
0.1
78
0.0
00
0.1
78
(STARLINE DRIVE)
20
5.3
67
68
.3
94
NOTE
FURTHER GEOTECHNICAL TESTING SHALL BE UNDERTAKEN
UPON COMPLETION OF BULK EARTHWORKS FOR STAGE 5 TO
CONFIRM CBR VALUES MEET THE DESIGN CBR AS SPECIFIED IN
THE PAVEMENT DESIGN INVESTIGATION PREPARED BY
GEOTECH TESTING PTY LTD.
JOB No. 8011/1, DATE 25 MAY 2017
CADDENS HILL
STAGE 5
ROAD No.13 ROAD LONGITUDINAL SECTION
110358/CC508 A
110358CC508
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
3:3
7 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
08
.d
wg
ISSUED FOR CONSTRUCTION APPROVALMETRES
H 1:500 (AT A1)
10 0 10 20 30 40 50
METRES
109876
54321012
V 1:100 (AT A1)
NOTE
EXISTING SURFACE LEVELS ARE FROM
BULK EARTHWORKS PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED FOR
STAGES 4 AND 5)
CH
3
61
.8
91
RL
6
0.7
31
m
SA
G
IP
6
1.1
67
IP
6
1.5
41
36
0.0
00
60
.7
33
36
1.5
71
58
.1
45
60
.7
31
36
1.8
91
58
.1
38
60
.7
31
37
5.0
00
58
.5
05
60
.7
97
39
0.0
00
58
.9
84
60
.9
47
40
5.0
00
59
.7
74
61
.0
97
40
7.0
00
59
.9
03
61
.1
17
41
2.0
00
60
.2
25
61
.1
94
41
3.4
67
60
.3
20
61
.2
28
41
3.5
51
60
.3
25
61
.2
30
41
7.0
00
60
.9
20
61
.3
27
42
0.0
00
61
.4
84
61
.4
22
42
3.7
09
61
.4
54
61
.5
41
42
7.2
53
61
.5
26
61
.6
47
CH
3
49
.0
28
m
RL
6
0.7
95
m
CL
O
F R
OA
D 1
2
IP
6
0.5
47
19
5.0
00
64
.9
09
20
9.5
67
64
.4
99
21
0.0
00
64
.4
87
22
5.0
00
64
.0
65
24
0.0
00
63
.6
43
25
5.0
00
63
.2
21
26
0.4
79
63
.0
66
26
0.5
65
63
.0
64
27
0.0
00
62
.7
98
28
5.0
00
62
.3
76
28
5.4
79
62
.3
63
28
5.5
65
62
.3
60
30
0.0
00
61
.9
54
31
5.0
00
61
.5
32
32
5.0
00
61
.2
51
33
0.0
00
61
.1
19
33
6.5
71
60
.9
76
34
5.0
00
60
.8
40
35
0.0
00
60
.7
85
CHAINAGE
EXISTING
SURFACE
DESIGN
LINE GRADING
CH
1
97
.0
24
m
RL
6
4.8
52
m
CL
O
F R
OA
D 7
CH
2
73
.0
22
m
RL
6
2.7
13
m
CL
O
F R
OA
D 1
1
CH
3
49
.0
28
m
RL
6
0.7
95
m
CL
O
F R
OA
D 1
2
DATUM 52.0
LONGITUDINAL SECTION ROAD 20
HORIZONTAL SCALE 1:500
VERTICAL SCALE 1:100
WAE
EX
TE
NT
O
F W
OR
KS
FUTURE STAGE 6 SUBDIVISION
EX
TE
NT
O
F W
OR
KS
EXISTING STAGE 4
CONSTRUCTION
FUTURE ROAD CONSTRUCTION
EXISTING ROAD CONSTRUCTION
(REFER 110358CC400)
CL
O
F O
'C
ON
NE
LL
S
T
35
7.0
36
7.0
64
.4
09
63
.9
99
63
.9
87
63
.5
65
63
.1
43
62
.7
21
62
.5
66
62
.5
64
62
.2
98
61
.8
76
61
.8
63
61
.8
60
61
.7
54
61
.0
32
60
.7
51
60
.2
85
60
.4
76
60
.3
40
60
.6
19
-2.8%
50.0m V.C.
-2.8%
50.0m V.C.
1.0% 3.2% 3.0%
10.0m V.C.
(MIDNIGHT AVENUE)
TEMPORARY BATTER
NOTE
FURTHER GEOTECHNICAL TESTING SHALL BE UNDERTAKEN
UPON COMPLETION OF BULK EARTHWORKS FOR STAGE 5 TO
CONFIRM CBR VALUES MEET THE DESIGN CBR AS SPECIFIED IN
THE PAVEMENT DESIGN INVESTIGATION PREPARED BY
GEOTECH TESTING PTY LTD.
JOB No. 8011/1, DATE 25 MAY 2017
CADDENS HILL
STAGE 5
ROAD No.20 LONGITUDINAL & TYPICAL SECTION
110358/CC509 A
110358CC509
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
3:5
1 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
09
.d
wg
ISSUED FOR CONSTRUCTION APPROVALMETRES
H 1:500 (AT A1)
10 0 10 20 30 40 50
METRES
109876
54321012
V 1:100 (AT A1)
OFFSET
EXISTING
SURFACE LEVEL
WAE
DESIGN
SURFACE LEVEL
DATUM RL 60.0
CH 12.436
3% 3%
4%
-8
.5
64
.1
75
64
.3
25
-8
64
.1
55
64
.3
05
-7
.1
64
.1
19
64
.2
69
-5
.6
64
.0
59
64
.2
09
-4
.0
46
3.9
68
64
.1
52
-4
63
.4
21
64
.0
02
-3
.5
56
3.5
42
64
.0
42
06
3.6
49
64
.1
49
3.5
56
3.5
42
64
.0
42
46
3.5
42
64
.0
02
4.0
46
3.5
42
64
.1
52
6.8
56
4.1
09
64
.2
59
8.3
56
4.1
69
64
.3
19
9.2
56
4.2
05
64
.3
55
9.7
56
4.2
25
64
.3
75
CH 15
3% 3%
4%
-8
.5
64
.0
94
64
.2
44
-8
64
.0
74
64
.2
24
-7
.1
64
.0
38
64
.1
88
-5
.6
63
.9
78
64
.1
28
-4
.0
46
3.4
62
64
.0
72
-4
63
.4
62
63
.9
22
-3
.5
56
3.4
62
63
.9
62
06
3.5
69
64
.0
69
3.5
56
3.4
62
63
.9
62
46
3.4
62
63
.9
22
4.0
46
3.4
62
64
.0
72
6.8
56
4.0
28
64
.1
78
8.3
56
4.0
88
64
.2
38
9.2
56
4.1
24
64
.2
74
9.7
56
4.1
44
64
.2
94
CH 30
3% 3%
4%
-8
.5
63
.6
24
63
.7
74
-8
63
.6
04
63
.7
54
-7
.1
63
.5
68
63
.7
18
-5
.6
63
.5
08
63
.6
58
-4
.0
46
2.9
92
63
.6
02
-4
62
.9
92
63
.4
52
-3
.5
56
2.9
92
63
.4
92
06
3.0
98
63
.5
98
3.5
56
2.9
92
63
.4
92
46
2.9
92
63
.4
52
4.0
46
2.9
92
63
.6
02
6.8
56
3.5
58
63
.7
08
8.3
56
3.6
18
63
.7
68
9.2
56
3.6
54
63
.8
04
9.7
56
3.6
74
63
.8
24
CH 45
3% 3%
4%
-8
.5
63
.1
54
63
.3
04
-8
63
.1
34
63
.2
84
-7
.1
63
.0
98
63
.2
48
-5
.6
63
.0
38
63
.1
88
-4
.0
46
2.5
22
63
.1
32
-4
62
.5
22
62
.9
82
-3
.5
56
2.5
22
63
.0
22
06
2.6
28
63
.1
28
3.5
56
2.5
22
63
.0
22
46
2.5
22
62
.9
82
4.0
46
2.5
22
63
.1
32
6.8
56
3.0
88
63
.2
38
8.3
56
3.1
48
63
.2
98
9.2
56
3.1
84
63
.3
34
9.7
56
3.2
04
63
.3
54
CH 60
3% 3%
4%
-8
.5
62
.6
56
2.8
-8
62
.6
36
2.7
8
-7
.1
62
.5
94
62
.7
44
-5
.6
62
.5
34
62
.6
84
-4
.0
46
2.0
17
62
.6
27
-4
62
.0
17
62
.4
77
-3
.5
56
2.0
17
62
.5
17
06
2.1
24
62
.6
24
3.5
56
2.0
17
62
.5
17
46
2.0
17
62
.4
77
4.0
46
2.0
17
62
.6
27
6.8
56
2.5
84
62
.7
34
8.3
56
2.6
44
62
.7
94
9.2
56
2.6
86
2.8
3
9.7
56
2.7
62
.8
5
CH 64.527
3%1.8%
4%
-8
.5
62
.4
72
62
.6
22
-8
62
.4
52
62
.6
02
-7
.1
62
.4
16
62
.5
66
-5
.6
62
.3
56
62
.5
06
-4
.0
46
1.8
39
62
.4
49
-4
61
.8
39
62
.2
99
-3
.5
56
1.8
39
62
.3
39
06
1.9
46
62
.4
46
3.5
56
1.8
39
62
.3
82
46
1.8
39
62
.3
42
4.0
46
1.8
39
62
.4
92
6.8
56
2.4
06
62
.5
98
8.3
56
2.4
66
62
.6
58
9.2
56
2.5
02
62
.6
94
9.7
56
2.5
22
62
.7
14
CH 75
3%
0.9%
4%
-8
.5
62
.0
12
62
.1
62
-8
61
.9
92
62
.1
42
-7
.1
61
.9
56
62
.1
06
-5
.6
61
.8
96
62
.0
46
-4
.0
46
1.3
79
61
.9
89
-4
61
.3
79
61
.8
39
-3
.5
56
1.3
79
61
.8
79
06
1.4
86
61
.9
86
3.5
56
1.3
79
62
.0
19
46
1.3
79
61
.9
79
4.0
46
1.3
79
62
.1
29
6.8
56
1.9
46
62
.2
36
8.3
56
2.0
06
62
.2
96
9.2
56
2.0
42
62
.3
32
9.7
56
2.0
62
62
.3
52
CH 81.628
3%
2.7%
4%
-8
.5
61
.6
87
61
.8
37
-8
61
.6
67
61
.8
17
-7
.1
61
.6
31
61
.7
81
-5
.6
61
.5
71
61
.7
21
-4
.0
46
1.0
54
61
.6
64
-4
61
.0
54
61
.5
14
-3
.5
56
1.0
54
61
.5
54
06
1.1
61
61
.6
61
3.5
56
1.0
54
61
.7
56
46
1.0
54
61
.7
16
4.0
46
1.0
54
61
.8
66
6.8
56
1.6
21
61
.9
72
8.3
56
1.6
81
62
.0
32
9.2
56
1.7
17
62
.0
68
9.7
56
1.7
37
62
.0
88
ROAD 9
DATUM RL 59.0
DATUM RL 59.0
DATUM RL 58.0
DATUM RL 60.0
DATUM RL 58.0
DATUM RL 58.0
DATUM RL 59.0
*
NOTE
FOR LOT GRADING
REFER TO PLANS CC504 - CC505
NOTE
EXISTING SURFACE LEVELS ARE FROM
BULK EARTHWORKS PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED FOR
STAGES 4 AND 5)
(ROCHESTER TERRACE)
*
*
*
*
*
*
*
CADDENS HILL
STAGE 5
ROAD No.9 CROSS SECTIONS
110358/CC510 A
110358CC510
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
4:0
5 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
10
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
OFFSET
EXISTING
SURFACE LEVEL
WAE
DESIGN
SURFACE LEVEL
DATUM RL 59.0
CH 30
3% 3%
-8
.5
63
.0
14
63
.1
64
-8
62
.9
94
63
.1
44
-7
.1
62
.9
58
63
.1
08
-5
.6
62
.8
98
63
.0
48
-4
.0
46
2.3
81
62
.9
91
-4
62
.3
81
62
.8
41
-3
.5
56
2.3
81
62
.8
81
06
2.4
88
62
.9
88
3.5
56
2.3
81
62
.8
81
46
2.3
81
62
.8
41
4.0
46
2.3
81
62
.9
91
5.6
62
.8
98
63
.0
48
7.1
62
.9
58
63
.1
08
86
2.9
94
63
.1
44
8.5
63
.0
14
63
.1
64
CH 45
3% 3%
-8
.5
62
.7
36
2.8
8
-8
62
.7
16
2.8
6
-7
.1
62
.6
74
62
.8
24
-5
.6
62
.6
14
62
.7
64
-4
.0
46
2.0
98
62
.7
08
-4
62
.0
98
62
.5
58
-3
.5
56
2.0
98
62
.5
98
06
2.2
04
62
.7
04
3.5
56
2.0
98
62
.5
98
46
2.0
98
62
.5
58
4.0
46
2.0
98
62
.7
08
5.6
62
.6
14
62
.7
64
7.1
62
.6
74
62
.8
24
86
2.7
16
2.8
6
8.5
62
.7
36
2.8
8
CH 60
3% 3%
-8
.5
62
.4
54
62
.6
04
-8
62
.4
34
62
.5
84
-7
.1
62
.3
98
62
.5
48
-5
.6
62
.3
38
62
.4
88
-4
.0
46
1.8
22
62
.4
32
-4
61
.8
22
62
.2
82
-3
.5
56
1.8
22
62
.3
22
06
1.9
28
62
.4
28
3.5
56
1.8
22
62
.3
22
46
1.8
22
62
.2
82
4.0
46
1.8
22
62
.4
32
5.6
62
.3
38
62
.4
88
7.1
62
.3
98
62
.5
48
86
2.4
34
62
.5
84
8.5
62
.4
54
62
.6
04
CH 65.957
3% 3%
-8
.5
62
.4
41
62
.5
91
-8
62
.4
21
62
.5
71
-7
.1
62
.3
85
62
.5
35
-5
.6
62
.3
25
62
.4
75
-4
.0
46
1.7
17
62
.4
18
-4
61
.7
17
62
.2
68
-3
.5
56
1.8
08
62
.3
08
06
1.9
15
62
.4
15
3.5
56
1.8
08
62
.3
08
46
1.7
16
62
.2
68
4.0
46
2.2
39
62
.4
18
5.6
62
.3
25
62
.4
75
7.1
62
.3
85
62
.5
35
86
2.4
21
62
.5
71
8.5
62
.4
41
62
.5
91
CH 91.044
3% 3%
-8
.5
62
.3
46
2.4
9
-8
62
.3
26
2.4
7
-7
.1
62
.2
84
62
.4
34
-5
.6
62
.2
24
62
.3
74
-4
.0
46
2.1
63
62
.3
18
-4
61
.6
16
62
.1
68
-3
.5
56
1.7
08
62
.2
08
06
1.8
14
62
.3
14
3.5
56
1.7
08
62
.2
08
46
1.7
08
62
.1
68
4.0
46
1.7
08
62
.3
18
5.6
62
.2
24
62
.3
74
7.1
62
.2
84
62
.4
34
86
2.3
26
2.4
7
8.5
62
.3
46
2.4
9CH 105
3% 3%
-8
.5
61
.6
96
61
.8
46
-8
61
.6
76
61
.8
26
-7
.1
61
.6
46
1.7
9
-5
.6
61
.5
86
1.7
3
-4
.0
46
1.0
64
61
.6
74
-4
61
.0
64
61
.5
24
-3
.5
56
1.0
64
61
.5
64
06
1.1
76
1.6
7
3.5
56
1.0
64
61
.5
64
46
1.0
64
61
.5
24
4.0
46
1.0
64
61
.6
74
5.6
61
.5
86
1.7
3
7.1
61
.6
46
1.7
9
86
1.6
76
61
.8
26
8.5
61
.6
96
61
.8
46
CH 120
3% 3%
-8
.5
60
.9
86
1.1
3
-8
60
.9
66
1.1
1
-7
.1
60
.9
24
61
.0
74
-5
.6
60
.8
64
61
.0
14
-4
.0
46
0.3
47
60
.9
57
-4
60
.3
47
60
.8
07
-3
.5
56
0.3
47
60
.8
47
06
0.4
54
60
.9
54
3.5
56
0.3
47
60
.8
47
46
0.3
47
60
.8
07
4.0
46
0.3
47
60
.9
57
5.6
60
.8
64
61
.0
14
7.1
60
.9
24
61
.0
74
86
0.9
66
1.1
1
8.5
60
.9
86
1.1
3
CH 135
3% 3%
-8
.5
60
.2
64
60
.4
14
-8
60
.2
44
60
.3
94
-7
.1
60
.2
08
60
.3
58
-5
.6
60
.1
48
60
.2
98
-4
.0
45
9.6
31
60
.2
41
-4
59
.6
31
60
.0
91
-3
.5
55
9.6
31
60
.1
31
05
9.7
38
60
.2
38
3.5
55
9.6
31
60
.1
31
45
9.6
31
60
.0
91
4.0
45
9.6
31
60
.2
41
5.6
60
.1
48
60
.2
98
7.1
60
.2
08
60
.3
58
86
0.2
44
60
.3
94
8.5
60
.2
64
60
.4
14
CH 150
3% 3%
-8
.5
59
.5
47
59
.6
97
-8
59
.5
27
59
.6
77
-7
.1
59
.4
91
59
.6
41
-5
.6
59
.4
31
59
.5
81
-4
.0
45
8.9
15
59
.5
25
-4
58
.9
15
59
.3
75
-3
.5
55
8.9
15
59
.4
15
05
9.0
22
59
.5
22
3.5
55
8.9
15
59
.4
15
45
8.9
15
59
.3
75
4.0
45
8.9
15
59
.5
25
5.6
59
.4
31
59
.5
81
7.1
59
.4
91
59
.6
41
85
9.5
27
59
.6
77
8.5
59
.5
47
59
.6
97
CH 165
3% 3%
-8
.5
58
.8
31
58
.9
81
-8
58
.8
11
58
.9
61
-7
.1
58
.7
75
58
.9
25
-5
.6
58
.7
15
58
.8
65
-4
.0
45
8.1
99
58
.8
09
-4
58
.1
99
58
.6
59
-3
.5
55
8.1
99
58
.6
99
05
8.3
05
58
.8
05
3.5
55
8.1
99
58
.6
99
45
8.1
99
58
.6
59
4.0
45
8.1
99
58
.8
09
5.6
58
.7
15
58
.8
65
7.1
58
.7
75
58
.9
25
85
8.8
11
58
.9
61
8.5
58
.8
31
58
.9
81
CH 180
3% 3%
-8
.5
58
.1
15
58
.2
65
-8
58
.0
95
58
.2
45
-7
.1
58
.0
59
58
.2
09
-5
.6
57
.9
99
58
.1
49
-4
.0
45
7.4
83
58
.0
93
-4
57
.4
83
57
.9
43
-3
.5
55
7.4
83
57
.9
83
05
7.5
89
58
.0
89
3.5
55
7.4
83
57
.9
83
45
7.4
83
57
.9
43
4.0
45
7.4
83
58
.0
93
5.6
57
.9
99
58
.1
49
7.1
58
.0
59
58
.2
09
85
8.0
95
58
.2
45
8.5
58
.1
15
58
.2
65
CH 195
3% 3%
-8
.5
57
.3
99
57
.5
49
-8
57
.3
79
57
.5
29
-7
.1
57
.3
43
57
.4
93
-5
.6
57
.2
83
57
.4
33
-4
.0
45
6.7
67
57
.3
77
-4
56
.7
67
57
.2
27
-3
.5
55
6.7
67
57
.2
67
05
6.8
73
57
.3
73
3.5
55
6.7
67
57
.2
67
45
6.7
67
57
.2
27
4.0
45
6.7
67
57
.3
77
5.6
57
.2
83
57
.4
33
7.1
57
.3
43
57
.4
93
85
7.3
79
57
.5
29
8.5
57
.3
99
57
.5
49
CH 210
3% 3%
-8
.5
56
.6
83
56
.8
33
-8
56
.6
63
56
.8
13
-7
.1
56
.6
27
56
.7
77
-5
.6
56
.5
67
56
.7
17
-4
.0
45
6.0
55
6.6
6
-4
56
.0
55
6.5
1
-3
.5
55
6.0
55
6.5
5
05
6.1
57
56
.6
57
3.5
55
6.0
55
6.5
5
45
6.0
55
6.5
1
4.0
45
6.0
55
6.6
6
5.6
56
.5
67
56
.7
17
7.1
56
.6
27
56
.7
77
85
6.6
63
56
.8
13
8.5
56
.6
83
56
.8
33
CH 225
3% 3%
-8
.5
56
.0
25
6.1
7
-8
56
56
.1
5
-7
.1
55
.9
64
56
.1
14
-5
.6
55
.9
04
56
.0
54
-4
.0
45
5.3
87
55
.9
97
-4
55
.3
87
55
.8
47
-3
.5
55
5.3
87
55
.8
87
05
5.4
94
55
.9
94
3.5
55
5.3
87
55
.8
87
45
5.3
87
55
.8
47
4.0
45
5.3
87
55
.9
97
5.6
55
.9
04
56
.0
54
7.1
55
.9
64
56
.1
14
85
65
6.1
5
8.5
56
.0
25
6.1
7
CH 240
3% 3%
-8
.5
55
.5
04
55
.6
54
-8
55
.4
84
55
.6
34
-7
.1
55
.4
48
55
.5
98
-5
.6
55
.3
88
55
.5
38
-4
.0
45
4.8
72
55
.4
82
-4
54
.8
72
55
.3
32
-3
.5
55
4.8
72
55
.3
72
05
4.9
78
55
.4
78
3.5
55
4.8
72
55
.3
72
45
4.8
72
55
.3
32
4.0
45
4.8
72
55
.4
82
5.6
55
.3
88
55
.5
38
7.1
55
.4
48
55
.5
98
85
5.4
84
55
.6
34
8.5
55
.5
04
55
.6
54
CH 255
3% 3%
-8
.5
55
.0
12
55
.1
62
-8
54
.9
92
55
.1
42
-7
.1
54
.9
56
55
.1
06
-5
.6
54
.8
96
55
.0
46
-4
.0
45
4.3
85
4.9
9
-4
54
.3
85
4.8
4
-3
.5
55
4.3
85
4.8
8
05
4.4
87
54
.9
87
3.5
55
4.3
85
4.8
8
45
4.3
85
4.8
4
4.0
45
4.3
85
4.9
9
5.6
54
.8
96
55
.0
46
7.1
54
.9
56
55
.1
06
85
4.9
92
55
.1
42
8.5
55
.0
12
55
.1
62
CH 270
3% 3%
-8
.5
54
.5
21
54
.6
71
-8
54
.5
01
54
.6
51
-7
.1
54
.4
65
54
.6
15
-5
.6
54
.4
05
54
.5
55
-4
.0
45
3.8
89
54
.4
99
-4
53
.8
89
54
.3
49
-3
.5
55
3.8
89
54
.3
89
05
3.9
95
54
.4
95
3.5
55
3.8
89
54
.3
89
45
3.8
89
54
.3
49
4.0
45
3.8
89
54
.4
99
5.6
54
.4
05
54
.5
55
7.1
54
.4
65
54
.6
15
85
4.5
01
54
.6
51
8.5
54
.5
21
54
.6
71
CH 285
3% 3%
-8
.5
54
.0
29
54
.1
79
-8
54
.0
09
54
.1
59
-7
.1
53
.9
73
54
.1
23
-5
.6
53
.9
13
54
.0
63
-4
.0
45
3.3
97
54
.0
07
-4
53
.3
97
53
.8
57
-3
.5
55
3.3
97
53
.8
97
05
3.5
04
54
.0
04
3.5
55
3.3
97
53
.8
97
45
3.3
97
53
.8
57
4.0
45
3.3
97
54
.0
07
5.6
53
.9
13
54
.0
63
7.1
53
.9
73
54
.1
23
85
4.0
09
54
.1
59
8.5
54
.0
29
54
.1
79
CH 299.622
3% 3%
-8
.5
53
.6
84
53
.8
34
-8
53
.6
64
53
.8
14
-7
.1
53
.6
28
53
.7
78
-5
.6
53
.5
68
53
.7
18
-4
.0
45
3.0
51
53
.6
62
-4
53
.0
51
53
.5
12
-3
.5
55
3.0
52
53
.5
52
05
3.1
58
53
.6
58
3.5
55
3.0
52
53
.5
52
45
2.9
65
3.5
12
4.0
45
3.4
97
53
.6
62
5.6
53
.5
68
53
.7
18
7.1
53
.6
28
53
.7
78
85
3.6
64
53
.8
14
8.5
53
.6
84
53
.8
34
ROAD 11
DATUM RL 58.0
DATUM RL 56.0 DATUM RL 53.0
DATUM RL 50.0
DATUM RL 50.0
DATUM RL 53.0
DATUM RL 57.0
DATUM RL 59.0
DATUM RL 59.0
DATUM RL 58.0
DATUM RL 54.0
DATUM RL 51.0
DATUM RL 51.0
DATUM RL 55.0
DATUM RL 58.0
DATUM RL 58.0DATUM RL 55.0
DATUM RL 52.0 DATUM RL 49.0
NOTE
EXISTING SURFACE LEVELS ARE FROM
BULK EARTHWORKS PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED FOR
STAGES 4 AND 5)
*
NOTE
FOR LOT GRADING
REFER TO PLANS CC504 - CC505
(VANDALAY ROAD)
CH 15
3% 3%
-8
.5
66
.2
21
63
.4
5
-8
66
.2
29
63
.4
3
-7
.1
66
.2
42
63
.3
94
-5
.6
66
.2
65
63
.3
34
-4
.0
46
6.2
89
63
.2
77
-4
66
.2
96
3.1
27
-3
.5
56
6.2
97
63
.1
67
06
6.2
47
63
.2
74
3.5
56
6.3
56
3.1
67
46
6.3
61
63
.1
27
4.0
46
6.3
62
63
.2
77
5.6
66
.4
03
63
.3
34
7.1
66
.4
41
63
.3
94
86
6.4
65
63
.4
3
8.5
66
.4
78
63
.4
5
DATUM RL 59.0
CADDENS HILL
STAGE 5
ROAD No.11 CROSS SECTIONS
110358/CC511 A
110358CC511
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
4:1
8 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
11
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
DATUM RL 50.0
CH 405
3% 3%
-8
.5
54
.2
09
54
.3
59
-8
54
.1
89
54
.3
39
-7
.1
54
.1
53
54
.3
03
-5
.6
54
.0
93
54
.2
43
-4
.0
45
3.5
77
54
.1
87
-4
53
.5
77
54
.0
37
-3
.5
55
3.5
77
54
.0
77
05
3.6
84
54
.1
84
3.5
55
3.5
77
54
.0
77
45
3.5
77
54
.0
37
4.0
45
3.5
77
54
.1
87
5.6
54
.0
93
54
.2
43
7.1
54
.1
53
54
.3
03
CH 414.731
3% 3%
-8
.5
54
.5
04
54
.6
54
-8
54
.4
84
54
.6
34
-7
.1
54
.4
48
54
.5
98
-5
.6
54
.3
88
54
.5
38
-4
.0
45
3.8
71
54
.4
81
-4
53
.8
71
54
.3
31
-3
.5
55
3.8
71
54
.3
71
05
3.9
78
54
.4
78
3.5
55
3.8
71
54
.3
71
45
3.8
71
54
.3
31
4.0
45
3.8
71
54
.4
81
5.6
54
.3
88
54
.5
38
7.1
54
.4
48
54
.5
98
CH 420
3% 3%
-8
.5
54
.6
11
54
.7
61
-8
54
.5
91
54
.7
41
-7
.1
54
.5
55
54
.7
05
-5
.6
54
.4
95
54
.6
45
-4
.0
45
3.9
78
54
.5
88
-4
53
.9
78
54
.4
38
-3
.5
55
3.9
78
54
.4
78
05
4.0
85
54
.5
85
3.5
55
3.9
78
54
.4
78
45
3.9
78
54
.4
38
4.0
45
3.9
78
54
.5
88
5.6
54
.4
95
54
.6
45
7.1
54
.5
55
54
.7
05
CH 510
3% 3%
-8
.5
51
.2
31
51
.3
81
-8
51
.2
11
51
.3
61
-7
.1
51
.1
75
51
.3
25
-5
.6
51
.1
15
51
.2
65
-4
.0
45
0.5
98
51
.2
08
-4
50
.5
98
51
.0
58
-3
.5
55
0.5
98
51
.0
98
05
0.7
05
51
.2
05
3.5
55
0.5
98
51
.0
98
45
0.5
98
51
.0
58
4.0
45
0.5
98
51
.2
08
5.6
51
.1
15
51
.2
65
7.1
51
.1
75
51
.3
25
CH 525
3% 3%
-8
.5
50
.5
95
0.7
4
-8
50
.5
75
0.7
2
-7
.1
50
.5
34
50
.6
84
-5
.6
50
.4
74
50
.6
24
-4
.0
44
9.9
57
50
.5
67
-4
49
.9
57
50
.4
17
-3
.5
54
9.9
57
50
.4
57
05
0.0
64
50
.5
64
3.5
54
9.9
57
50
.4
57
44
9.9
57
50
.4
17
4.0
44
9.9
57
50
.5
67
5.6
50
.4
74
50
.6
24
7.1
50
.5
34
50
.6
84
CH 526.712
3% 3%
-8
.5
50
.5
39
50
.6
89
-8
50
.5
19
50
.6
69
-7
.1
50
.4
83
50
.6
33
-5
.6
50
.4
23
50
.5
73
-4
.0
44
9.9
06
50
.5
16
-4
49
.9
06
50
.3
66
-3
.5
54
9.9
06
50
.4
06
05
0.0
13
50
.5
13
3.5
54
9.9
06
50
.4
06
44
9.9
06
50
.3
66
4.0
44
9.9
06
50
.5
16
5.6
50
.4
23
50
.5
73
7.1
50
.4
83
50
.6
33
CH 540
3% 3%
-8
.5
50
.2
94
50
.4
44
-8
50
.2
74
50
.4
24
-7
.1
50
.2
38
50
.3
88
-5
.6
50
.1
78
50
.3
28
-4
.0
44
9.6
62
50
.2
72
-4
49
.6
62
50
.1
22
-3
.5
54
9.6
62
50
.1
62
04
9.7
68
50
.2
68
3.5
54
9.6
62
50
.1
62
44
9.6
62
50
.1
22
4.0
44
9.6
62
50
.2
72
5.6
50
.1
78
50
.2
86
7.1
50
.2
38
50
.3
01
8.4
85
50
.2
94
50
.3
15
8.9
85
50
.3
14
50
.3
2
CH 544.897
3% 3%
-8
.5
50
.2
73
50
.4
23
-8
50
.2
53
50
.4
03
-7
.1
50
.2
17
50
.3
67
-5
.6
50
.1
57
50
.3
07
-4
.0
44
9.6
45
0.2
5
-4
49
.6
45
0.1
-3
.5
54
9.6
45
0.1
4
04
9.7
47
50
.2
47
3.5
54
9.6
45
0.1
4
44
9.6
45
0.1
4.0
44
9.6
45
0.2
5
5.6
50
.1
57
50
.2
23
7.1
50
.2
17
50
.1
94
8.0
39
50
.2
54
50
.1
76
8.5
39
50
.2
74
50
.1
66
CH 555
3% 3%
-8
.5
50
.3
45
50
.4
95
-8
50
.3
25
50
.4
75
-7
.1
50
.2
89
50
.4
39
-5
.6
50
.2
29
50
.3
79
-4
.0
44
9.7
12
50
.3
22
-4
49
.7
12
50
.1
72
-3
.5
54
9.7
12
50
.2
12
04
9.8
19
50
.3
19
3.5
54
9.7
12
50
.2
12
44
9.7
12
50
.1
72
4.0
44
9.7
12
50
.3
22
5.6
50
.2
29
50
.3
79
7.1
50
.2
89
50
.4
39
85
0.3
25
50
.4
75
8.5
50
.3
45
50
.4
95
CH 570
3% 3%
-8
.5
50
.7
45
0.8
9
-8
50
.7
25
0.8
7
-7
.1
50
.6
84
50
.8
34
-5
.6
50
.6
24
50
.7
74
-4
.0
45
0.1
08
50
.7
18
-4
50
.1
08
50
.5
68
-3
.5
55
0.1
08
50
.6
08
05
0.2
14
50
.7
14
3.5
55
0.1
08
50
.6
08
45
0.1
08
50
.5
68
4.0
45
0.1
08
50
.7
18
5.6
50
.6
24
50
.7
74
7.1
50
.6
84
50
.8
34
85
0.7
25
0.8
7
8.5
50
.7
45
0.8
9
CH 585
3% 3%
-8
.5
51
.4
62
51
.6
12
-8
51
.4
42
51
.5
92
-7
.1
51
.4
06
51
.5
56
-5
.6
51
.3
46
51
.4
96
-4
.0
45
0.8
35
1.4
4
-4
50
.8
35
1.2
9
-3
.5
55
0.8
35
1.3
3
05
0.9
36
51
.4
36
3.5
55
0.8
35
1.3
3
45
0.8
35
1.2
9
4.0
45
0.8
35
1.4
4
5.6
51
.3
46
51
.4
96
7.1
51
.4
06
51
.5
56
85
1.4
42
51
.5
92
8.5
51
.4
62
51
.6
12
CH 600
3% 3%
-8
.5
52
.2
61
52
.4
11
-8
52
.2
41
52
.3
91
-7
.1
52
.2
05
52
.3
55
-5
.6
52
.1
45
52
.2
95
-4
.0
45
1.6
28
52
.2
39
-4
51
.6
28
52
.0
89
-3
.5
55
1.6
28
52
.1
29
05
1.7
35
52
.2
35
3.5
55
1.6
29
52
.1
29
45
1.6
29
52
.0
89
4.0
45
1.6
29
52
.2
39
5.6
52
.1
45
52
.2
95
7.1
52
.2
05
52
.3
55
85
2.2
41
52
.3
91
8.5
52
.2
61
52
.4
11
CH 615
3% 3%
-8
.5
53
.0
65
3.2
1
-8
53
.0
45
3.1
9
-7
.1
53
.0
04
53
.1
54
-5
.6
52
.9
44
53
.0
94
-4
.0
45
2.4
27
53
.0
37
-4
52
.4
27
52
.8
87
-3
.5
55
2.4
27
52
.9
27
05
2.5
34
53
.0
34
3.5
55
2.4
27
52
.9
27
45
2.4
27
52
.8
87
4.0
45
2.4
27
53
.0
37
5.6
52
.9
44
53
.0
94
7.1
53
.0
04
53
.1
54
85
3.0
45
3.1
9
8.5
53
.0
65
3.2
1
CH 630
3% 3%
-8
.5
53
.8
58
54
.0
08
-8
53
.8
38
53
.9
88
-7
.1
53
.8
02
53
.9
52
-5
.6
53
.7
42
53
.8
92
-4
.0
45
3.2
26
53
.8
36
-4
53
.2
26
53
.6
86
-3
.5
55
3.2
26
53
.7
26
05
3.3
33
53
.8
33
3.5
55
3.2
26
53
.7
26
45
3.2
26
53
.6
86
4.0
45
3.2
26
53
.8
36
5.6
53
.7
42
53
.8
92
7.1
53
.8
02
53
.9
52
85
3.8
38
53
.9
88
8.5
53
.8
58
54
.0
08
CH 645
3% 3%
-8
.5
54
.6
57
54
.8
07
-8
54
.6
37
54
.7
87
-7
.1
54
.6
01
54
.7
51
-5
.6
54
.5
41
54
.6
91
-4
.0
45
4.0
25
54
.6
35
-4
54
.0
25
54
.4
85
-3
.5
55
4.0
25
54
.5
25
05
4.1
31
54
.6
31
3.5
55
4.0
25
54
.5
25
45
4.0
25
54
.4
85
4.0
45
4.0
25
54
.6
35
5.6
54
.5
41
54
.6
91
7.1
54
.6
01
54
.7
51
85
4.6
37
54
.7
87
8.5
54
.6
57
54
.8
07
ROAD 12
CH 660
3% 3%
-8
.5
55
.4
56
55
.6
06
-8
55
.4
36
55
.5
86
-7
.1
55
.4
55
.5
5
-5
.6
55
.3
45
5.4
9
-4
.0
45
4.8
24
55
.4
34
-4
54
.8
24
55
.2
84
-3
.5
55
4.8
24
55
.3
24
05
4.9
35
5.4
3
3.5
55
4.8
24
55
.3
24
45
4.8
24
55
.2
84
4.0
45
4.8
24
55
.4
34
5.6
55
.3
45
5.4
9
7.1
55
.4
55
.5
5
85
5.4
36
55
.5
86
8.5
55
.4
56
55
.6
06
CH 675
3% 3%
-8
.5
56
.2
55
56
.4
05
-8
56
.2
35
56
.3
85
-7
.1
56
.1
99
56
.3
49
-5
.6
56
.1
39
56
.2
89
-4
.0
45
5.6
22
56
.2
32
-4
55
.6
22
56
.0
82
-3
.5
55
5.6
22
56
.1
22
05
5.7
29
56
.2
29
3.5
55
5.6
22
56
.1
22
45
5.6
22
56
.0
82
4.0
45
5.6
22
56
.2
32
5.6
56
.1
39
56
.2
89
7.1
56
.1
99
56
.3
49
85
6.2
35
56
.3
85
8.5
56
.2
55
56
.4
05
CH 690
3% 3%
-8
.5
57
.0
53
57
.2
03
-8
57
.0
33
57
.1
83
-7
.1
56
.9
97
57
.1
47
-5
.6
56
.9
37
57
.0
87
-4
.0
45
6.4
21
57
.0
31
-4
56
.4
21
56
.8
81
-3
.5
55
6.4
21
56
.9
21
05
6.5
27
57
.0
28
3.5
55
6.4
21
56
.9
21
45
6.4
21
56
.8
81
4.0
45
6.4
21
57
.0
31
5.6
56
.9
37
57
.0
87
7.1
56
.9
97
57
.1
47
85
7.0
33
57
.1
83
8.5
57
.0
53
57
.2
03
CH 705
3% 3%
-8
.5
57
.8
52
58
.0
02
-8
57
.8
32
57
.9
82
-7
.1
57
.7
96
57
.9
46
-5
.6
57
.7
36
57
.8
86
-4
.0
45
7.2
25
7.8
3
-4
57
.2
25
7.6
8
-3
.5
55
7.2
25
7.7
2
05
7.3
26
57
.8
26
3.5
55
7.2
25
7.7
2
45
7.2
25
7.6
8
4.0
45
7.2
25
7.8
3
5.6
57
.7
36
57
.8
86
7.1
57
.7
96
57
.9
46
85
7.8
32
57
.9
82
8.5
57
.8
52
58
.0
02
CH 735
3% 3%
-8
.5
59
.4
55
9.6
-8
59
.4
35
9.5
8
-7
.1
59
.3
94
59
.5
44
-5
.6
59
.3
34
59
.4
84
-4
.0
45
8.8
17
59
.4
27
-4
58
.8
17
59
.2
77
-3
.5
55
8.8
17
59
.3
17
05
8.9
24
59
.4
24
3.5
55
8.8
17
59
.3
17
45
8.8
17
59
.2
77
4.0
45
8.8
17
59
.4
27
5.6
59
.3
34
59
.4
84
7.1
59
.3
94
59
.5
44
85
9.4
35
9.5
8
8.5
59
.4
55
9.6
CH 750
3%
-8
.5
60
.2
38
60
.3
88
-8
60
.2
18
60
.3
68
-7
.1
60
.1
82
60
.3
32
-5
.6
60
.1
22
60
.2
72
-4
.0
45
9.6
05
60
.2
15
-4
59
.6
05
60
.0
65
-3
.5
55
9.6
05
60
.1
05
05
9.7
12
60
.2
12
3.5
55
9.6
05
60
.1
05
45
9.6
05
60
.0
65
4.0
45
9.6
05
60
.2
15
5.6
60
.1
22
60
.2
72
7.1
60
.1
82
60
.3
32
86
0.2
18
60
.3
68
8.5
60
.2
38
60
.3
88
CH 720
3% 3%
-8
.5
58
.6
51
58
.8
01
-8
58
.6
31
58
.7
81
-7
.1
58
.5
95
58
.7
45
-5
.6
58
.5
35
58
.6
85
-4
.0
45
8.0
19
58
.6
29
-4
58
.0
19
58
.4
79
-3
.5
55
8.0
19
58
.5
19
05
8.1
25
58
.6
25
3.5
55
8.0
19
58
.5
19
45
8.0
19
58
.4
79
4.0
45
8.0
19
58
.6
29
5.6
58
.5
35
58
.6
85
7.1
58
.5
95
58
.7
45
85
8.6
31
58
.7
81
8.5
58
.6
51
58
.8
01
OFFSET
EXISTING
SURFACE LEVEL
WAE
DESIGN
SURFACE LEVEL
DATUM RL 54.0DATUM RL 50.0
DATUM RL 46.0
DATUM RL 47.0
DATUM RL 50.0
DATUM RL 46.0
DATUM RL 49.0
DATUM RL 53.0
DATUM RL 52.0
DATUM RL 48.0
DATUM RL 46.0
DATUM RL 50.0
DATUM RL 50.0
DATUM RL 46.0
DATUM RL 47.0
DATUM RL 51.0
DATUM RL 55.0
DATUM RL 56.0
DATUM RL 55.0
DATUM RL 51.0DATUM RL 46.0
DATUM RL 46.0
*
NOTE
FOR LOT GRADING
REFER TO PLANS CC504 - CC505
(ARCHIVES WAY)
#
#
#
#
#
#
#
#
=
=
=
=
=
=
DENOTES RETAINING WALL
DENOTES BASIN
#
CH 435
3% 3%
-8
.5
54
.7
13
54
.8
63
-8
54
.6
93
54
.8
43
-7
.1
54
.6
57
54
.8
07
-5
.6
54
.5
97
54
.7
47
-4
.0
45
4.0
85
4.6
9
-4
54
.0
85
4.5
4
-3
.5
55
4.0
85
4.5
8
05
4.6
45
4.6
87
3.5
55
5.4
58
54
.5
8
45
5.5
75
4.5
4
4.0
45
5.5
85
4.6
9
5.6
55
.9
75
4.7
47
7.1
56
.3
45
54
.8
07
CH 449.698
3% 3%
-8
.5
54
.5
23
54
.6
73
-8
54
.5
03
54
.6
53
-7
.1
54
.4
67
54
.6
17
-5
.6
54
.4
07
54
.5
57
-4
.0
45
4.5
65
4.5
-4
54
.5
75
4.3
5
-3
.5
55
4.6
83
54
.3
9
05
5.5
75
4.4
97
3.5
55
6.4
58
54
.3
9
45
6.5
75
4.3
5
4.0
45
6.5
85
4.5
5.6
56
.9
75
4.5
57
7.1
57
.3
45
54
.6
17
CH 474.7
3% 3%
-8
.5
53
.5
45
3.6
9
-8
53
.5
25
3.6
7
-7
.1
53
.4
84
53
.6
34
-5
.6
53
.4
24
53
.5
74
-4
.0
45
2.9
08
53
.5
18
-4
52
.9
08
53
.3
68
-3
.5
55
2.9
08
53
.4
08
05
4.0
27
53
.5
14
3.5
55
4.9
08
53
.4
08
45
5.0
21
53
.3
68
4.0
45
5.0
31
53
.5
18
5.6
55
.4
23
53
.5
74
7.1
55
.7
99
53
.6
34
CH 480
3% 3%
-8
.5
53
.2
25
53
.3
75
-8
53
.2
05
53
.3
55
-7
.1
53
.1
69
53
.3
19
-5
.6
53
.1
09
53
.2
59
-4
.0
45
2.5
93
53
.2
03
-4
52
.5
93
53
.0
53
-3
.5
55
2.5
93
53
.0
93
05
3.3
55
3.1
99
3.5
55
4.2
37
53
.0
93
45
4.3
49
53
.0
53
4.0
45
4.3
59
53
.2
03
5.6
54
.7
49
53
.2
59
7.1
55
.1
24
53
.3
19
CH 495
3% 3%
-8
.5
52
.1
98
52
.3
48
-8
52
.1
78
52
.3
28
-7
.1
52
.1
42
52
.2
92
-5
.6
52
.0
82
52
.2
32
-4
.0
45
1.5
65
52
.1
75
-4
51
.5
65
52
.0
25
-3
.5
55
1.5
65
52
.0
65
05
1.6
72
52
.1
72
3.5
55
2.3
17
52
.0
65
45
2.4
29
52
.0
25
4.0
45
2.4
39
52
.1
75
5.6
52
.8
27
52
.2
32
7.1
53
.2
05
52
.2
92
DATUM RL 51.0
DATUM RL 50.0
DATUM RL 48.0
DATUM RL 49.0
DATUM RL 49.0
CH 399.041
3% 3%
-3
.5
55
3.3
35
53
.8
35
05
3.4
41
53
.9
41
3.5
55
3.3
35
53
.8
35
45
3.3
35
53
.7
95
4.0
45
3.3
35
53
.9
45
5.6
53
.8
51
54
.0
01
7.1
53
.9
11
54
.0
61
3%
NOTE
EXISTING SURFACE LEVELS ARE FROM
BULK EARTHWORKS PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED FOR
STAGES 4 AND 5)
CADDENS HILL
STAGE 5
ROAD No.12 CROSS SECTIONS
110358/CC512 A
110358CC512
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
4:3
1 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
12
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
ROAD 13
*
NOTE
FOR LOT GRADING
REFER TO PLANS
CC504 - CC505
NOTE
EXISTING SURFACE LEVELS ARE
FROM BULK EARTHWORKS
PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED
FOR STAGES 4 AND 5)
(STARLINE DRIVE)
CH 47.223
4%
3% 3%1%
-1
16
1.4
96
59
.4
03
-1
0.5
61
.4
97
59
.3
83
-9
.6
61
.4
99
59
.3
47
-8
.1
61
.5
03
59
.2
87
-5
.2
96
1.5
09
59
.1
81
-5
.2
56
1.5
09
59
.0
31
-4
.8
61
.5
15
9.0
71
06
0.5
09
59
.2
15
4.8
59
.7
89
59
.4
24
59
.0
71
5.2
55
9.7
46
59
.3
11
59
.0
31
5.2
95
9.7
42
59
.3
01
59
.1
81
8.1
59
.4
76
59
.1
55
9.6
59
.3
34
59
.1
41
10
.5
59
.2
48
59
.1
32
11
59
.2
01
59
.1
27
CH 60
4%
3% 3%
3.5%
-1
16
3.2
75
9.4
68
-1
0.5
63
.2
99
59
.4
48
-9
.6
63
.3
55
9.4
12
-8
.1
63
.4
35
59
.3
52
-5
.2
96
3.5
93
59
.2
45
-5
.2
56
3.5
94
59
.0
95
-4
.8
63
.4
85
9.1
35
06
1.6
45
59
.2
79
4.8
60
.6
32
59
.1
35
5.2
56
0.5
25
9.0
95
5.2
96
0.5
15
9.2
45
8.1
59
.8
08
59
.3
39
9.6
59
.4
33
59
.3
92
10
.5
59
.4
24
11
59
.4
41
CH 68.394
4%
3% 3%
4%
-1
16
3.7
53
59
.6
72
-1
0.5
63
.7
75
9.6
52
-9
.6
63
.8
59
.6
16
-8
.1
63
.8
45
59
.5
56
-5
.2
96
3.8
97
59
.4
49
-5
.2
56
3.8
97
59
.2
99
-4
.8
63
.9
06
59
.3
39
06
2.3
92
59
.4
83
4.8
61
.4
27
59
.3
39
5.2
56
1.3
14
59
.2
99
5.2
96
1.3
04
59
.4
49
8.1
60
.6
02
59
.5
56
9.6
60
.2
27
59
.6
16
10
.5
60
.0
02
59
.6
52
11
59
.8
77
59
.6
72
CH 75
4%
3% 3%
4%
-1
16
4.0
45
59
.9
22
-1
0.5
64
.0
49
59
.9
02
-9
.6
64
.0
58
59
.8
66
-8
.1
64
.0
76
59
.8
06
-5
.2
96
4.1
27
59
.7
-5
.2
56
4.1
28
59
.5
5
-4
.8
64
.1
36
59
.5
9
06
2.9
85
9.7
34
4.8
62
.0
52
59
.5
9
5.2
56
1.9
39
59
.5
5
5.2
96
1.9
29
59
.7
8.1
61
.2
27
59
.8
06
9.6
60
.8
52
59
.8
66
10
.5
60
.6
27
59
.9
02
11
60
.5
02
59
.9
22
CH 81.628
4%
3% 3%
4%
-1
16
4.3
21
60
.2
53
-1
0.5
64
.3
26
60
.2
33
-9
.6
64
.3
35
60
.1
97
-8
.1
64
.3
51
60
.1
37
-5
.2
96
4.3
81
60
.0
31
-5
.2
56
4.3
81
59
.8
81
-4
.8
64
.3
86
59
.9
21
06
3.5
76
0.0
65
4.8
62
.6
79
59
.9
21
5.2
56
2.5
66
59
.8
81
5.2
96
2.5
56
60
.0
31
8.1
61
.8
54
60
.1
37
9.6
61
.4
79
60
.1
97
10
.5
61
.2
54
60
.2
33
11
61
.1
29
60
.2
53
CH 82.836
4%
3% 3%
4%
-1
16
4.3
71
60
.3
22
-1
0.5
64
.3
77
60
.3
02
-9
.6
64
.3
86
60
.2
66
-8
.1
64
.4
02
60
.2
06
-5
.2
96
4.4
31
60
.0
99
-5
.2
56
4.4
32
59
.9
49
-4
.8
64
.4
36
59
.9
89
06
3.6
75
60
.1
33
4.8
62
.7
93
59
.9
89
5.2
56
2.6
85
9.9
49
5.2
96
2.6
76
0.0
99
8.1
61
.9
68
60
.2
06
9.6
61
.5
93
60
.2
66
10
.5
61
.3
69
60
.3
02
11
61
.2
44
60
.3
22
CH 90
4%
3% 3%
4%
-1
16
4.6
63
60
.7
77
-1
0.5
64
.6
48
60
.7
57
-9
.6
64
.6
22
60
.7
21
-8
.1
64
.5
78
60
.6
61
-5
.2
96
4.4
95
60
.5
55
-5
.2
56
4.4
93
60
.4
05
-4
.8
64
.4
86
0.4
45
06
3.9
67
60
.5
89
4.8
63
.2
88
60
.4
45
5.2
56
3.1
75
60
.4
05
5.2
96
3.1
65
60
.5
55
8.1
62
.4
63
60
.6
61
9.6
62
.0
88
60
.7
21
10
.5
61
.8
63
60
.7
57
11
61
.7
38
60
.7
77
CH 93.244
4%
3% 3%
4%
-1
16
4.6
79
60
.9
9
-1
0.5
64
.6
64
60
.9
7
-9
.6
64
.6
38
60
.9
34
-8
.1
64
.5
93
60
.8
74
-5
.2
96
4.5
16
0.7
68
-5
.2
56
4.5
09
60
.6
18
-4
.8
64
.4
96
60
.6
58
06
4.0
96
60
.8
02
4.8
63
.4
24
60
.6
58
5.2
56
3.3
12
60
.6
18
5.2
96
3.3
02
60
.7
68
8.1
62
.5
99
60
.8
74
9.6
62
.2
25
60
.9
34
10
.5
62
60
.9
7
11
61
.8
75
60
.9
9
CH 111.209
4%
3% 3%4%
-1
16
4.8
68
62
.1
72
-1
0.5
64
.8
66
62
.1
52
-9
.6
64
.8
62
62
.1
16
-8
.1
64
.8
56
62
.0
56
-5
.2
96
4.8
56
1.9
49
-5
.2
56
4.8
56
1.7
99
-4
.8
64
.8
49
61
.8
39
06
4.9
08
61
.9
83
6.8
96
65
.5
66
1.7
77
7.3
46
65
.5
63
61
.7
37
7.3
86
65
.5
64
61
.8
87
10
.1
96
65
.6
25
61
.9
93
11
.6
96
65
.7
07
62
.0
53
12
.5
96
65
.7
51
62
.0
89
13
.0
96
65
.7
74
62
.1
09
CH 120
4%
3% 3%
4%
-1
16
4.9
73
62
.7
-1
0.5
64
.9
77
62
.6
8
-9
.6
64
.9
84
62
.6
44
-8
.1
64
.9
95
62
.5
84
-5
.2
96
5.0
17
62
.4
78
-5
.2
56
5.0
17
62
.3
28
-4
.8
65
.0
21
62
.3
68
06
5.0
29
62
.5
12
5.4
61
64
.9
85
62
.3
48
5.9
11
64
.9
83
62
.3
08
5.9
51
64
.9
83
62
.4
58
8.7
61
64
.9
72
62
.5
65
10
.2
61
65
.3
27
62
.6
25
11
.1
61
65
.5
91
62
.6
61
11
.6
61
65
.6
37
62
.6
81
CH 124.596
4%
3% 3%
4%
-1
16
4.9
66
62
.9
34
-1
0.5
64
.9
78
62
.9
14
-9
.6
64
.9
99
62
.8
78
-8
.1
65
.0
34
62
.8
18
-5
.2
96
5.1
62
.7
12
-5
.2
56
5.1
01
62
.5
62
-4
.8
65
.1
07
62
.6
02
06
5.1
22
62
.7
46
4.8
65
.0
97
62
.6
02
5.2
56
5.0
94
62
.5
62
5.2
96
5.0
94
62
.7
12
8.1
65
.3
48
62
.8
18
9.6
65
.5
62
62
.8
78
10
.5
65
.6
91
62
.9
14
11
65
.7
62
62
.9
34
CH 135
4%
3% 3%
4%
-1
16
4.8
95
63
.3
55
-1
0.5
64
.9
16
3.3
35
-9
.6
64
.9
37
63
.2
99
-8
.1
64
.9
82
63
.2
39
-5
.2
96
5.0
66
63
.1
32
-5
.2
56
5.0
68
62
.9
82
-4
.8
65
.0
81
63
.0
22
06
5.1
42
63
.1
66
4.8
65
.0
63
63
.0
22
5.2
56
5.0
55
62
.9
82
5.2
96
5.0
54
63
.1
32
8.1
65
.0
08
63
.2
39
9.6
64
.9
84
63
.2
99
10
.5
65
.1
29
63
.3
35
11
65
.2
72
63
.3
55
CH 150
4%
3% 3%
4%
-1
16
4.9
86
3.6
96
-1
0.5
64
.9
95
63
.6
76
-9
.6
65
.0
22
63
.6
4
-8
.1
65
.0
66
63
.5
8
-5
.2
96
5.1
31
63
.4
73
-5
.2
56
5.1
32
63
.3
23
-4
.8
65
.1
42
63
.3
63
06
5.1
91
63
.5
07
4.8
65
.1
34
63
.3
63
5.2
56
5.1
29
63
.3
23
5.2
96
5.1
28
63
.4
73
8.1
65
.2
63
.5
8
9.6
65
.5
22
63
.6
4
10
.5
65
.7
16
63
.6
76
11
65
.8
23
63
.6
96
CH 154.678
4%
3% 3%
4%
-1
16
5.0
17
63
.7
45
-1
0.5
65
.0
31
63
.7
25
-9
.6
65
.0
54
63
.6
89
-8
.1
65
.0
86
63
.6
29
-5
.2
96
5.1
46
63
.5
23
-5
.2
56
5.1
47
63
.3
73
-4
.8
65
.1
57
63
.4
13
06
5.2
03
63
.5
57
4.8
65
.1
45
63
.4
13
5.2
56
5.1
38
63
.3
73
5.2
96
5.1
37
63
.5
23
8.1
65
.0
96
63
.6
29
9.6
65
.4
48
63
.6
89
10
.5
65
.6
63
63
.7
25
11
65
.7
76
3.7
45
CH 179.679
4%
3% 3%
4%
-1
16
5.1
63
.9
99
-1
0.5
65
.1
02
63
.9
79
-9
.6
65
.1
06
63
.9
43
-8
.1
65
.1
15
63
.8
83
-5
.2
96
5.1
76
3.7
77
-5
.2
56
5.1
71
63
.6
27
-4
.8
65
.1
78
63
.6
67
06
5.2
59
63
.8
11
4.8
65
.3
15
63
.6
67
5.2
56
5.3
26
3.6
27
5.2
96
5.3
21
63
.7
77
8.1
65
.3
54
63
.8
83
9.6
65
.5
83
63
.9
43
10
.5
65
.7
31
63
.9
79
11
65
.8
18
63
.9
99
CH 195
4%
3% 3%
4%
-1
16
5.1
49
64
.1
55
-1
0.5
65
.1
63
64
.1
35
-9
.6
65
.1
88
64
.0
99
-8
.1
65
.2
34
64
.0
39
-5
.2
96
5.3
37
63
.9
32
-5
.2
56
5.3
39
63
.7
82
-4
.8
65
.3
55
63
.8
22
06
5.4
72
63
.9
66
4.8
65
.5
76
3.8
22
5.2
56
5.5
86
3.7
82
5.2
96
5.5
81
63
.9
32
8.1
65
.7
05
64
.0
39
9.6
66
.0
17
64
.0
99
10
.5
66
.2
02
64
.1
35
11
66
.2
48
64
.1
55
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
DATUM RL 56.0
DATUM RL 57.0
DATUM RL 59.0
DATUM RL 60.0
DATUM RL 60.0
DATUM RL 59.0
DATUM RL 57.0
DATUM RL 56.0
DATUM RL 56.0
DATUM RL 56.0
DATUM RL 59.0
DATUM RL 60.0
DATUM RL 60.0DATUM RL 58.0
DATUM RL 56.0DATUM RL 55.0
CADDENS HILL
STAGE 5
ROAD NO.13 CROSS SECTIONS
110358/CC513 A
110358CC513
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
4:4
4 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
13
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
NOTE
EXISTING SURFACE LEVELS ARE FROM
BULK EARTHWORKS PACKAGE
(REFER PLANS PREPARED BY
J WYNDHAM PRINCE APPROVED FOR
STAGES 4 AND 5)
CH 209.567
3% 3%
-8
.5
64
.5
25
64
.6
75
-8
64
.5
05
64
.6
55
-7
.1
64
.4
69
64
.6
19
-5
.6
64
.4
09
64
.5
59
-4
.0
46
3.8
93
64
.5
03
-4
63
.8
93
64
.3
53
-3
.5
56
3.8
93
64
.3
93
06
3.9
99
64
.4
99
3.5
56
3.8
93
64
.3
93
46
3.8
93
64
.3
53
4.0
46
3.8
93
64
.5
03
5.6
64
.4
09
64
.5
59
7.1
64
.4
69
64
.6
19
86
4.5
05
64
.6
55
8.5
64
.5
25
64
.6
75
CH 225
3% 3%
-8
.5
64
.0
91
64
.2
41
-8
64
.0
71
64
.2
21
-7
.1
64
.0
35
64
.1
85
-5
.6
63
.9
75
64
.1
25
-4
.0
46
3.4
58
64
.0
68
-4
63
.4
58
63
.9
18
-3
.5
56
3.4
58
63
.9
58
06
3.5
65
64
.0
65
3.5
56
3.4
58
63
.9
58
46
3.4
58
63
.9
18
4.0
46
3.4
58
64
.0
68
5.6
63
.9
75
64
.1
25
7.1
64
.0
35
64
.1
85
86
4.0
71
64
.2
21
8.5
64
.0
91
64
.2
41
CH 240
3% 3%
-8
.5
63
.6
69
63
.8
19
-8
63
.6
49
63
.7
99
-7
.1
63
.6
13
63
.7
63
-5
.6
63
.5
53
63
.7
03
-4
.0
46
3.0
36
63
.6
46
-4
63
.0
36
63
.4
96
-3
.5
56
3.0
36
63
.5
36
06
3.1
43
63
.6
43
3.5
56
3.0
36
63
.5
36
46
3.0
36
63
.4
96
4.0
46
3.0
36
63
.6
46
5.6
63
.5
53
63
.7
03
7.1
63
.6
13
63
.7
63
86
3.6
49
63
.7
99
8.5
63
.6
69
63
.8
19
CH 255
3% 3%
-8
.5
63
.2
46
63
.3
96
-8
63
.2
26
63
.3
76
-7
.1
63
.1
96
3.3
4
-5
.6
63
.1
36
3.2
8
-4
.0
46
2.6
14
63
.2
24
-4
62
.6
14
63
.0
74
-3
.5
56
2.6
14
63
.1
14
06
2.7
21
63
.2
21
3.5
56
2.6
14
63
.1
14
46
2.6
14
63
.0
74
4.0
46
2.6
14
63
.2
24
5.6
63
.1
36
3.2
8
7.1
63
.1
96
3.3
4
86
3.2
26
63
.3
76
8.5
63
.2
46
63
.3
96
CH 260.479
3% 3%
-8
.5
63
.0
92
63
.2
42
-8
63
.0
72
63
.2
22
-7
.1
63
.0
36
63
.1
86
-5
.6
62
.9
76
63
.1
26
-4
.0
46
2.4
66
3.0
7
-4
62
.4
66
2.9
2
-3
.5
56
2.4
66
2.9
6
06
2.5
66
63
.0
66
3.5
56
2.4
66
2.9
6
46
2.3
75
62
.9
2
4.0
46
2.3
75
63
.0
7
5.6
62
.9
76
63
.1
26
7.1
63
.0
36
63
.1
86
86
3.0
72
63
.2
22
8.5
63
.0
92
63
.2
42
CH 285.565
3% 3%
-8
.5
62
.3
86
62
.5
36
-8
62
.3
66
62
.5
16
-7
.1
62
.3
36
2.4
8
-5
.6
62
.2
76
2.4
2
-4
.0
46
1.7
54
62
.3
64
-4
61
.7
54
62
.2
14
-3
.5
56
1.7
54
62
.2
54
06
1.8
66
2.3
6
3.5
56
1.7
54
62
.2
54
46
1.7
54
62
.2
14
4.0
46
1.7
54
62
.3
64
5.6
62
.2
76
2.4
2
7.1
62
.3
36
2.4
8
86
2.3
66
62
.5
16
8.5
62
.3
86
62
.5
36
CH 300
3% 3%
-8
.5
61
.9
86
2.1
3
-8
61
.9
66
2.1
1
-7
.1
61
.9
24
62
.0
74
-5
.6
61
.8
64
62
.0
14
-4
.0
46
1.3
48
61
.9
58
-4
61
.3
48
61
.8
08
-3
.5
56
1.3
48
61
.8
48
06
1.4
54
61
.9
54
3.5
56
1.3
48
61
.8
48
46
1.3
48
61
.8
08
4.0
46
1.3
48
61
.9
58
5.6
61
.8
64
62
.0
14
7.1
61
.9
24
62
.0
74
86
1.9
66
2.1
1
8.5
61
.9
86
2.1
3
CH 315
3% 3%
-8
.5
61
.5
58
61
.7
08
-8
61
.5
38
61
.6
88
-7
.1
61
.5
02
61
.6
52
-5
.6
61
.4
42
61
.5
92
-4
.0
46
0.9
25
61
.5
35
-4
60
.9
25
61
.3
85
-3
.5
56
0.9
25
61
.4
25
06
1.0
32
61
.5
32
3.5
56
0.9
26
61
.4
25
46
0.9
26
61
.3
85
4.0
46
0.9
26
61
.5
35
5.6
61
.4
42
61
.5
92
7.1
61
.5
02
61
.6
52
86
1.5
38
61
.6
88
8.5
61
.5
58
61
.7
08
CH 330
3% 3%
-8
.5
61
.1
45
61
.2
95
-8
61
.1
25
61
.2
75
-7
.1
61
.0
89
61
.2
39
-5
.6
61
.0
29
61
.1
79
-4
.0
46
0.5
13
61
.1
23
-4
60
.5
13
60
.9
73
-3
.5
56
0.5
13
61
.0
13
06
0.6
19
61
.1
19
3.5
56
0.5
13
61
.0
13
46
0.5
13
60
.9
73
4.0
46
0.5
13
61
.1
23
5.6
61
.0
29
61
.1
79
7.1
61
.0
89
61
.2
39
86
1.1
25
61
.2
75
8.5
61
.1
45
61
.2
95
OFFSET
EXISTING
SURFACE LEVEL
WAE
DESIGN
SURFACE LEVEL
CH 336.571
3% 3%
-8
.5
61
.0
02
61
.1
52
-8
60
.9
82
61
.1
32
-7
.1
60
.9
46
61
.0
96
-5
.6
60
.8
86
61
.0
36
-4
.0
46
0.3
76
0.9
8
-4
60
.3
76
0.8
3
-3
.5
56
0.3
76
0.8
7
06
0.4
76
60
.9
76
3.5
56
0.3
76
0.8
7
46
0.2
77
60
.8
3
4.0
46
0.8
12
60
.9
8
5.6
60
.8
86
61
.0
36
7.1
60
.9
46
61
.0
96
86
0.9
82
61
.1
32
8.5
61
.0
02
61
.1
52
CH 361.571
3% 3%
-8
.5
60
.7
57
60
.9
07
-8
60
.7
37
60
.8
87
-7
.1
60
.7
01
60
.8
51
-5
.6
60
.6
41
60
.7
91
-4
.0
46
0.1
25
60
.7
35
-4
60
.1
25
60
.5
85
-3
.5
56
0.1
25
60
.6
25
06
0.2
31
60
.7
31
3.5
56
0.1
25
60
.6
25
46
0.1
25
60
.5
85
4.0
46
0.1
25
60
.7
35
5.6
60
.6
41
60
.7
91
7.1
60
.7
01
60
.8
51
86
0.7
37
60
.8
87
8.5
60
.7
57
60
.9
07
*
NOTE
FOR LOT GRADING
REFER TO PLANS CC504 - CC505
ROAD 20
(MIDNIGHT AVENUE)
DATUM RL 60.0
DATUM RL 60.0
DATUM RL 60.0
DATUM RL 59.0
DATUM RL 59.0
DATUM RL 58.0
DATUM RL 58.0
DATUM RL 57.0
DATUM RL 57.0
DATUM RL 57.0
DATUM RL 57.0
CADDENS HILL
STAGE 5
ROAD No.20.CROSS SECTIONS
110358/CC514 A
110358CC514
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
4:5
7 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
14
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
255.000
270.000
285.000
260.479
260.565
285.479
285.565
60.000
75.000
90.000
105.000
65.957
66.044
90.957
91.044
0.000
14.090
0.000
14.028
0.000
14.090
0.000
1
5
.0
0
0
17.028
TP
3.000
KR 48
KR 49
KR 46
KR 47
4.0 8.0 4.0
4.08.0 4.0
4.0
8.0
4.0
4.0
8.0
4.0
KG
KG
KG
KG
KG
KG
KG
KG
ROAD 11
RO
AD
20
519
557
546
557
63.043
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 46
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 47
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 48
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
KR 49
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290546.66 6260774.73 97°49'26.00"
3 290549.64 6260774.32 97°49'26.00"
10.01 290558.47 6260773.11 -8.95 14.03
17.03 290559.72 6260781.94 8°01'23.02"
KR 49
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290556.23 6260757.19 8°01'23.02"
7.04 290557.48 6260766.08 -8.95 14.09
14.09 290548.58 6260767.3 277°49'28.28"
KR 48
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290566.76 6260781.04 188°01'23.02"
7.04 290565.51 6260772.14 -8.95 14.09
14.09 290574.4 6260770.92 97°49'28.28"
KR 46
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290573.35 6260763.9 277°49'28.28"
7.01 290564.52 6260765.11 -8.95 14.03
14.03 290563.27 6260756.28 188°01'23.02"
KR 47
62
.2
08
14
.0
9
62
.3
11
.9
22
62
.3
79
9.1
72
62
.3
92
7.5
68
62
.3
86
6.4
22
62
.3
84
6.2
77
62
.3
42
3.5
27
62
.2
76
0.7
77
62
.2
54
0
5.50m V.C.5.50m V.C.
-4.239%1.116%2.816%
IP
6
2.4
16
IP
6
2.3
53
CR
ES
T
RL
6
2.3
92
m
CH
7
.5
68
62
.9
57
14
.0
28
62
.8
19
10
.5
21
62
.6
03
7.0
14
62
.3
77
3.5
07
62
.2
11
0
7.01m V.C.7.01m V.C.
2.814%7.299%3.870%
IP
6
2.8
59
IP
6
2.3
47
62
.3
08
14
.0
9
62
.3
11
3.8
65
62
.3
93
10
.8
65
62
.5
79
7.8
65
62
.5
86
7.7
8
62
.7
87
4.7
8
62
.9
11
.7
8
62
.9
60
6.00m V.C.6.00m V.C.
-1.000%-7.969%-2.816%
IP
6
2.3
40
IP
6
2.8
25
28
5.5
65
91
.0
44
90
.9
57
26
0.5
65
26
0.4
79
65
.9
57
DATUM 57.0 DATUM 57.0 DATUM 59.0
CH
1
0.1
55
RL
6
2.4
08
m
CR
ES
T
CH
3
.7
65
RL
6
2.2
65
m
SA
G
IP
6
2.2
56
IP
6
2.4
72
-1.000% 4.357% -2.814%
DESIGN GRADELINE
2.00m V.C. 7.50m V.C.
VERTICAL GEOMETRY
06
2.3
3.3
91
62
.2
66
4.3
91
62
.2
7
5.3
91
62
.3
5.5
98
62
.3
09
9.3
48
62
.4
05
10
.1
55
62
.4
08
13
.0
98
62
.3
67
15
62
.3
13
17
.0
28
62
.2
56
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
DATUM 58.0
63
.0
43
28
5.4
79
CADDENS HILL
STAGE 5
KERB RETURNS
110358/CC515 A
110358CC515
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
6:0
5 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
15
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
METRES
1:50 (AT A1)
1 0 1 2 3 4 5
1:100 (AT A3)
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
DESIGN LEVELS AND SETOUT
ARE TO LIP OF GUTTER
PLAN
SCALE 1:200
435.000
450.000
465.000
480.000
449.698
474.700
312.254
300.000
299.622
299.884
0.000
14.152
0.000
1
5
.0
0
0
16.965
TP3.000
KR 45
KR 44
4.08.0
4.0
4.0
8.0
5.8
4.0
8.0
5.8
KG
KG
KG
KG
ROAD 12
RO
AD
11
KG
KG
504
587
STATE
ARCHIVES
767.563
735.000
750.000
765.000
755.020
755.105
330.000
345.000
360.000
336.571
361.571
0.000
14.028
0.000
14.089
KR 50
KR 51
4.0
8.0
4.0
4.0
8.0
4.0
K
G
K
G
K
G
R
O
A
D
20
R
O
A
D
12
K
G
605
684
683
561
560
559
KR 44
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
KR 45
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 50
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 51
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290778.33 6260742.9 97°49'28.27"
3 290781.3 6260742.49 97°49'28.27"
9.98 290790.07 6260741.28 -8.95 13.96
16.97 290791.37 6260750.05 8°25'30.32"
KR 45
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290787.71 6260725.31 8°25'30.32"
7.08 290789.03 6260734.26 -8.95 14.15
14.15 290780.07 6260735.49 277°49'28.28"
KR 44
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290583.96 6260839.16 277°49'33.98"
7.01 290575.12 6260840.38 -8.95 14.03
14.03 290573.88 6260831.54 188°01'23.02"
KR 50
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290577.37 6260856.3 188°01'23.02"
7.04 290576.11 6260847.41 -8.95 14.09
14.09 290585.01 6260846.18 97°49'33.98"
KR 51
60.87
14.028
60.773
10.521
60.619
7.014
60.451
3.507
60.313
0
7.01m V.C.7.01m V.C.
1.932%5.226%3.481%
IP
60.802
IP
60.435
60.308
14.089
60.382
12.257
60.512
8.257
60.582
4.257
60.625
0
8.00m V.C.
-4.016%-1.000%
IP
60.542
755.105
336.571
361.571
755.020
DATUM 57.0 DATUM 57.0
4.6
FUTURE
CONSTRUCTION
IP
54.310
IP
53.679
-2.269% -8.913% -0.712%
DESIGN GRADELINE
7.08m V.C. 7.08m V.C.
VERTICAL GEOMETRY
054.39
3.538
54.251
7.076
53.995
10.614
53.752
14.152
53.654
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
DATUM 52.0
CH
7.506
RL 53.677m
CR
ES
T
CH
2.699
RL 53.632m
SA
G
IP
53.626
IP
53.730
-1.000% 1.481% -4.582%
DESIGN GRADELINE
2.00m V.C. 9.50m V.C.
VERTICAL GEOMETRY
053.655
1.892
53.636
2.892
53.632
3.892
53.641
5.185
53.66
7.506
53.677
9.935
53.658
14.685
53.512
15
53.498
16.965
53.408
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
DATUM 51.0
449.698
299.622
296.884
474.700
CADDENS HILL
STAGE 5
KERB RETURNS
110358/CC516 A
110358CC516
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
7:2
0 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
16
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
PLAN
SCALE 1:200
METRES
1:50 (AT A1)
1 0 1 2 3 4 5
1:100 (AT A3)
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
DESIGN LEVELS AND SETOUT
ARE TO LIP OF GUTTER
PLAN
SCALE 1:200
15
0.0
00
16
5.0
00
18
0.0
00
19
5.0
00
154.678
17
9.6
79
0.000
15.000
13.707
13.793
ROAD 13
0.0
00
14.090
0.000
14
.0
28
KR 56
KR 57
KG
KG
4.08.0
4.0
KG
RO
AD
11
KG
KG
KG
542
553
643642
641
640
5.5
10
.1
5.2
90.000
1
0
5
.
0
0
0
1
2
0
.0
0
0
135.000
TP93.244
TP
124.596
1
1
1
.
2
0
9
9
5
.
2
0
6
7
5
.0
0
0
9
0
.
0
0
0
TP
64.527
T
P
8
6
.
9
1
2
8
1
.
6
2
8
8
2
.
8
3
6
0
.
0
0
0
15.000
16.157
TP10.261
9
.
7
0
0
0.000
KR 58
KR 59
5.25
10.5
5.25
5.2510.5
5.25
KG
KG
KG
KG
ROAD 13
RO
AD
9
FUTURE
SUBDIVISION
552
537
538
539
540
541
639
D
C
SAG AT CH4.094
R
1
.
2
R0.5
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 56
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 57
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 58
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
DESIGN GRADELINE
VERTICAL GEOMETRY
CHAINAGE
ROAD CHAINAGE
DESIGN
LIP GRADING
KR 59
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:50
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290468.07 6260708.73 343°31'37.17"
5.13 290466.43 6260714.27 -8.95 10.26
10.26 290460.71 6260715.06 277°50'22.43"
16.16 290454.87 6260715.87 277°50'22.43"
KR 59
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290476.54 6260721 223°53'28.29"
4.85 290472.81 6260717.12 -8.95 9.7
9.7 290474.49 6260712 161°47'49.37"
KR 58
63.193
13.793
14.09
63.296
10.567
63.448
7.045
63.589
3.522
63.659
179.679
0
7.04m V.C.7.04m V.C.
-2.219%-5.002%-1.000%
IP
63.271
IP
63.624
63.413
154.678
14.028
63.423
11.999
63.418
10.521
63.361
7.014
63.276
3.507
63.195
13.707
0
7.01m V.C.7.01m V.C.
-1.015%2.495%2.227%
IP
63.448
IP
63.273
CR
ES
T
RL 63.423m
CH
11.999
61.707
82.836
9.7
61.685
8.928
61.668
7.928
61.634
4.537
61.644
3.037
61.706
1.537
111.209
0
2.00m V.C.3.00m V.C.
3.739%1.000%-5.778%
IP
61.678
IP
61.619
SA
G
RL 61.632m
CH
4.094
60.672
93.244
16.157
60.73
15
60.931
10.994
61.06
8.494
61.195
5.994
61.195
5.992
61.338
3.492
61.491
0.992
61.554
81.628
0
5.00m V.C.5.00m V.C.
-5.021%-5.527%-6.320%
IP
61.057
IP
61.333
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290496.82 6260774.42 277°49'28.28"
7.01 290487.98 6260775.63 -8.95 14.03
14.03 290486.74 6260766.8 188°01'22.92"
KR 57
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290490.23 6260791.55 188°01'22.92"
7.04 290488.98 6260782.66 -8.95 14.09
14.09 290497.87 6260781.44 97°49'28.28"
KR 56
DATUM 61.0 DATUM 61.0 DATUM 60.0 DATUM 59.0
CADDENS HILL
STAGE 5
KERB RETURNS
110358/CC517 A
110358CC517
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
8:3
4 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
17
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
METRES
1:50 (AT A1)
1 0 1 2 3 4 5
1:100 (AT A3)
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
DESIGN LEVELS AND SETOUT
ARE TO LIP OF GUTTER
DISH CROSSING TO BE IN ACCORDANCE
WITH PCC CONSTRUCTION SPECIFICATION
STANDARD DRAWING SD1003/2 UNLESS
DIRECTED OTHERWISE BY COUNCIL
ENGINEER
PLAN
SCALE 1:200
PLAN
SCALE 1:200
C
O
R
C
O
R
C
O
R
C
O
R
A
N
G
L
E
C
O
R
5
8
.
6
9
5
8
.
9
7
5
9
.
6
5
5
8
.
8
8
5
7
.
6
5
5
6
.
9
9
5
7
.
1
5
5
5
.
8
1
5
5
.
3
9
5
8
.
5
9
6
6
.
0
0
6
5
.
8
8
6
5
.
3
5
6
1
.
7
7
6
2
.
9
1
6
3
.
0
4
6
2
.
9
26
3
.
5
6
6
5
.
0
3
6
5
.
6
9
6
5
.
9
3
6
2
.
5
0
6
0
.
9
9
5
9
.
8
3
5
3
.
1
3
4
3
.
4
4
4
3
.
3
4
4
4
.
5
7
5
2
.
9
8
5
1
.
4
3
5
0
.
2
0
4
8
.
5
3
4
7
.
4
0
4
6
.
6
3
4
6
.
3
0
4
5
.
4
0
4
7
.
6
0
B
B
1
6
/
.
8N
S
B
B
B
B
B
B
6
/
.
3
8
/
.
4
B
B
B
B
G
A
S
G
T
G
T
T
B
T
B
T
B
G
T
G
T
B
B
B
B
B
B
B
BT
B
B
B
B
B
B
B
B
B
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
8
/
.
4
N
S
1
0
/
.
5
5
7
.
4
6
5
6
.
2
05
5
.
7
4
5
6
.
2
0
5
6
.
0
4
5
6
.
5
3
6
5
.
8
3
6
5
.
6
6
6
5
.
5
8
6
5
.
9
1
6
5
.
6
6
6
3
.
7
7
6
5
.
3
1
6
5
.
2
8
6
5
.
2
0
6
6
.
0
2
6
5
.
6
0
5
6
.
3
9
5
6
.
9
8
5
7
.
3
7
5
7
.
9
0
5
8
.
0
4
5
8
.
2
3
5
8
.
9
9
5
9
.
7
8
6
0
.
6
7
6
0
.
3
6
6
5
.
5
8
6
6
.
1
1
6
6
.
0
4
6
4
.
9
6
6
4
.
9
3
6
5
.
3
2
6
5
.
1
8
6
5
.
5
5
6
5
.
5
7
6
4
.
8
8
6
4
.
8
4
6
5
.
0
6
6
5
.
2
5
T
B
B
B
N
S
N
S
N
S
N
S
N
S
W
F
T
B
E
B
E
B
R
W
N
S
N
S
R
W
R
W
C
B
U
C
B
U
W
A
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
C
B
U
W
A
N
S
1
0
/
.
5
G
T
G
T
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
DETENTION
BASIN &
RAINGARDEN C
STATE
ARCHIVES
A
10/4
0.0558ha
A
10/6
0.0251ha
A
10/7
0.0919ha
A10/8
0.0532ha
A
10/9
0.0786ha
A
12/1
0.0585ha
A13/1
0.1232ha
A14/4
0.0852ha
A
8
/
1
0
.
0
8
9
7
h
a
A8/3
0.0237ha
A9/1
0.1291ha
AD/1
0.0475ha
A
D
/
2
0
.
0
3
6
4
h
a
A
D
/
4
0
.
0
4
5
9
h
a
A
E
/1
0.0465ha
A
E
/2
0.0380ha
A
E
/3
0.0475ha
A
E
/4
0.0475ha
A
E
/5
0.0380ha
A
K
/1
0.0375ha
A
L/1
0.0300ha
B
P
A
7/1
0.0245ha
B
P
A
8/1
0.0324ha
BPA9/1
0.0099ha
B
1/2
0.0160ha
B
1/3
0.0177ha
B1/4
0.0079ha
B
1/6
0.0465ha
B1/7
0.0182ha
B1/8
0.0648ha
B1/9
0.1967ha
B1/10
0.1253ha
B1/11
0.1039ha
B1/12
0.1798ha
B
1/13
0.0932ha
B
11/1
0.0375ha
B
14/1
0.0481ha
B2/4
0.2120ha
B2/6
0.0085ha
B1/5
0.1405ha
B
5/1
0.0578ha
B
6/1
0.0475ha
B
7/3
0.0903ha
B
8/1
0.0842ha
B
9/1
0.0854ha
B9/2
0.2018ha
B9/4
0.0862ha B9/5
0.1329ha
B9/6
0.0938ha
B
9/7
0.0745ha
B9/8
0.0074ha
B
9/9
0.0851ha
B9/10
0.1149ha
BA/1
0.0521ha
BA/2
0.0375ha
BA/3
0.0375ha
BA/4
0.0375ha
BA/5
0.0300ha
BA/6
0.0375ha
BA/7
0.0300ha
B
A
/8
0.0301ha
B
A
/9
0.0301ha
BD
/1
0.0
469ha
B
D
/2
0.0320ha
BD
/3
0.0320ha
BD
/4
0.0
322ha
B
E
/1
0.0450ha
B
E
/2
0.0375ha
B
E
/3
0.0345ha
B
E
/4
0.0375ha
B
E
/5
0.0300ha
B
E
/6
0.0375ha
B
E
/7
0.0300ha
B
F/1
0.0375ha
B
G
/1
0.0450ha
B
G
/2
0.0375ha
B
G
/3
0.0450ha
B
G
/4
0.0375ha
B
G
/5
0.0300ha
B
G
/6
0.0300ha
BH/1
0.0458ha
BH/2
0.0459ha
BH/3
0.0454ha
B
J/1
0.0467ha
B
J/3
0.0402ha
B
J/4
0.0300ha
B
J/5
0.0375ha
B
J/6
0.0300ha
B
J/7
0.0375ha
B
J/8
0.0300ha
B
J/9
0.0375ha
B
J/10
0.0300ha
B
J/11
0.0375ha
B
J/12
0.0450ha
B
P
B
1/1
0.0302ha
B
P
B
10/1
0.0336ha
B
P
B
2/1
0.0460ha
BPB3/1
0.0998ha
B
P
B
4/1
0.1129ha
B
P
B
8/1
0.0702ha
B
P
B
9/1
0.0346ha
DETENTION
BASIN &
RAINGARDEN B
EXISTING
SUBDIVISION
STAGE 3
FUTURE
SUBDIVISION
STAGE 6
EXISTING
SUBDIVISION
STAGE 4
B9/3
0.1798ha
A14/7
0.1617ha
A
10/10
0.0442ha
CADDENS HILL
STAGE 5
CATCHMENT PLAN
110358/CC518 A
110358CC518
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 5
:5
9:3
9 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
18
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
METRES
1:1000 (AT A1)
20 10 0 10 20 30 40 50 60 70 80 90 100
1:2000 (AT A3)
PLAN
SCALE 1:1000
LEGEND
PROPOSED CATCHMENT
FLOW DIRECTION
FUTURE CATCHMENT
EXISTING CATCHMENT
FUTURE FLOW
DIRECTION
PIT SCHEDULE
PIT PIT PIT PIT PIT COMMENTS
NAME TYPE EASTING NORTHING DEPTH
(-) (-) (m) (m) (m)
B1/1 1.8 m lintel 290549.8 6260714.807 1.544
B1/2 1.8 m lintel 290552.592 6260734.611 1.544
B1/3 1.8 m lintel 290555.699 6260756.659 1.556
B1/4 1.8 m lintel 290559.528 6260783.823 1.69
B1/5 1.8 m lintel 290566.019 6260829.872 1.553
B1/6 1.8 m lintel 290574.171 6260830.391 1.649
B1/7 1.8 m lintel 290587.032 6260838.284 1.666
B1/8 1.8 m lintel 290609.752 6260835.162 1.657
B1/9 1.8 m lintel 290663.758 6260827.739 1.657
B1/10 1.8 m lintel 290697.919 6260823.043 1.731
B1/11 1.8 m lintel 290724.606 6260819.375 1.816
B1/12 2.4 m lintel 290770.934 6260813.008 1.75
B1/13
3.0 m lintel sag
290791.671 6260818.232 2.57
B1/14 GPT 290792.114 6260821.45 2.752
B1/15 JP 290792.867 6260826.931 2.625
B1/16 JP 290793.685 6260832.882 2.65
B1/17 H.W. 290794.116 6260836.015
B10/1 1.8 m lintel 290654.467 6260760.374 1.47
B11/1 1.8 m lintel 290701.636 6260753.892 1.464
B13/1 1.8 m lintel 290798.301 6260745.297 1.49
B14/1 1.8 m lintel 290805.565 6260794.344 1.478
B2/5
2.4 m lintel sag
290578.034 6260857.796 1.783
B2/6 1.8 m lintel 290586.883 6260846.38 1.585
B3/1 1.8 m lintel 290563.493 6260754.638 1.451
B5/1 1.8 m lintel 290660.135 6260836.312 1.485
B6/1 1.8 m lintel 290718.38 6260828.306 1.501
B7/1 1.8 m lintel 290521.022 6260770.636 1.452
B7/2 1.8 m lintel 290523.528 6260778.367 1.565
B7/3
2.4 m lintel sag
290548.138 6260774.985 1.578
B8/1
2.4 m lintel sag
290546.962 6260767.072 1.438
B9/1 1.8 m lintel 290600.381 6260759.731 1.568
B9/2 2.4 m lintel 290656.441 6260752.027 1.613
B9/3 2.4 m lintel 290703.019 6260745.626 1.593
B9/4 1.8 m lintel 290725.28 6260742.567 1.548
B9/5 1.8 m lintel 290760.137 6260737.777 1.573
B9/6
2.4 m lintel sag
290777.637 6260735.372 1.569
B9/7
2.4 m lintel sag
290778.659 6260743.307 1.698
B9/8 1.8 m lintel 290791.195 6260751.92 1.904
B9/9 1.8 m lintel 290798.459 6260800.966 1.845
B9/10
2.4 m lintel sag
290790.585 6260810.307 1.737
BA/1 GSIP 600x600 IAD 0.832
BA/2 GSIP 600x600 IAD 0.857
BA/3 GSIP 600x600 IAD 0.882
BA/4 GSIP 600x600 IAD 0.91
BA/5 GSIP 600x600 IAD 0.935
BA/6 GSIP 600x600 IAD 0.961
BA/7 GSIP 600x600 IAD 0.991
BA/8 GSIP 600x600 IAD 1.005
BA/9 GSIP 600x600 IAD 1.112
BA/10 JP 1.532
BD/1 GSIP 600x600 IAD 0.777
BD/2 GSIP 600x600 IAD 0.786
BD/3 GSIP 600x600 IAD 0.776
BD/4 GSIP 600x600 IAD 0.776
BD/5 JP 1.541
BE/1 GSIP 600x600 IAD 0.775
BE/2 GSIP 600x600 IAD 0.775
BE/3 GSIP 600x600 IAD 0.775
BE/4 GSIP 600x600 IAD 0.85
BE/5 GSIP 600x600 IAD 0.85
BE/6 GSIP 600x600 IAD 0.85
BE/7 GSIP 600x600 IAD 0.85
BE/8 JP 1.595
BE/9 JP 1.561
BF/1 GSIP 600x600 IAD 0.738
BG/1 GSIP 600x600 IAD 0.779
BG/2 GSIP 600x600 IAD 0.855
BG/3 BYPASS NODE 0.852
BG/4 GSIP 600x600 IAD 0.846
BG/5 GSIP 600x600 IAD 0.871
BG/6 GSIP 600x600 IAD 0.853
BG/7 JP 1.927
BG/8 JP 1.546
BH/1 GSIP 600x600 IAD 0.759
BH/2 GSIP 600x600 IAD 1.14
BH/3 GSIP 600x600 IAD 0.844
BH/4 JP 1.538
BJ/3 GSIP 600x600 IAD 0.892
BJ/4 GSIP 600x600 IAD 0.883
BJ/5 GSIP 600x600 IAD 0.861
BJ/6 GSIP 600x600 IAD 0.894
BJ/7 GSIP 600x600 IAD 0.914
BJ/8 GSIP 600x600 IAD 0.897
BJ/9 GSIP 600x600 IAD 0.865
BJ/10 GSIP 600x600 IAD 0.891
BJ/11 GSIP 600x600 IAD 0.866
BJ/12 GSIP 600x600 IAD 0.891
BJ/13 JP 290750.044 6260857.401 3.046
BJ/14 H.W. 290757.381 6260856.339 0.358
DRAINAGE SYSTEM B
HUMEGARD HG27-L-MC
FUTURE
PIT SCHEDULE
PIT PIT PIT PIT PIT COMMENTS
NAME TYPE EASTING NORTHING DEPTH
(-) (-) (m) (m) (m)
A10/3 1.8 m lintel 290498.169 6260844.665 1.661
A10/4 1.8 m lintel 290490.758 6260792.086 1.683
A10/5 1.8 m lintel 290486.93 6260764.926 1.709
A10/6 1.8 m lintel 290483.627 6260741.491 1.549
A10/7 1.8 m lintel 290477.237 6260721.152 1.531
A10/8 1.8 m lintel 290458.836 6260714.867 1.518
A10/9 1.8 m lintel 290430.867 6260718.717 1.441
A10/10
2.4 m lintel sag
290412.427 6260721.256 1.366
A10/11 GPT 290411.736 6260716.96 1.528
A10/12 H.W. 290410.643 6260711.047 0.825
A11/1 1.8 m lintel 290481.276 6260800.043 1.459
A12/1 1.8 m lintel 290473.439 6260744.441 1.454
A13/1 1.8 m lintel 290436.886 6260728.487 1.455
A14/7
2.4 m lintel sag
290414.298 6260731.598 1.212
A8/1 1.8 m lintel 290473.101 6260666.814 1.481
A8/2 1.8 m lintel 290466.142 6260674.759 1.481
A8/3 1.8 m lintel 290468.676 6260704.019 1.468
A9/1 2.4 m lintel 290477.085 6260700.09 1.497
AD/1 GSIP 600x600 IAD 0.776
AD/2 GSIP 600x600 IAD 0.78
AD/3 GSIP 600x600 IAD 0.79
AD/4 GSIP 600x600 IAD 0.847
AD/5 JP 1.537
AE/1 GSIP 600x600 IAD 0.766
AE/2 GSIP 600x600 IAD 0.77
AE/3 GSIP 600x600 IAD 0.84
AE/4 GSIP 600x600 IAD 0.869
AE/5 GSIP 600x600 IAD 0.857
AE/6 JP 1.606
AK/1 GSIP 900x900 IAD 1.61
AL/1 GSIP 900x900 IAD 1.75
DRAINAGE SYSTEM A
HUMEGARD HG30A-XM-L
FUTURE
CADDENS HILL
STAGE 5
PIT DETAILS & PIT SCHEDULE
110358/CC519 A
110358CC519
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
0:0
1 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
19
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
SETOUT DETAIL KERB INLET PIT
(LINTEL)
SCALE 1:20
SETOUT POINT
SETOUT DETAIL KERB INLET PIT (SAG)
(LINTEL CENTERED UNLESS NOTED ON PLAN)
SCALE 1:20
SETOUT POINT
SETOUT DETAIL HEADWALL
SCALE 1:20
SETOUT POINT
NOTES:
ALL GRATED PIT COVERS IN ROADS ARE TO BE
BICYCLE SAFE.
ALL SAG PITS TO HAVE WELDLOCK GGSB 94 5D
GRATES
FOR ALL PITS <2m DEEP REFER TO PENRITH CITY
COUNCIL STANDARD PIT DRAWINGS SD 2002.
ANY INTER-ALLOTMENT PIT GREATER THAN 900mm
DEEP SHALL HAVE A CONCRETE LID REFER PCC
CONSTRUCTION SPEC SECTION 6.7.
ALL JUNCTION PITS SHALL HAVE A CONCRETE LID
FOR PITS >2m SHALL BE STRUCTURALLY CERTIFIED
AND CERTIFIED
GRATED SURFACE INLET PIT (GSIP)
SCALE 1:20
SETOUT POINT
PIT CHAMBER DIMENSION
(TYPICAL)
SCALE 1:20
'L'
'W
'
KERB LINE
PIT CHAMBER
PIT TURRET
IAD - JUNCTION PIT (JP)
SCALE 1:20
SETOUT POINT
MILLIMETRES
1:20 (AT A1)
400 200 0 400 800 1200 1600 2000
55.00
375
1.0
0.79
24
RRJ2
1.10
0.68
64.642
063.12
1.52
63.21
A10/1
1.8 m
lintel
375
1.0
1.10
66
RRJ2
1.20
1.73
64.271
36.598
62.704
62.754
1.571.52
62.96
A10/2
1.8 m
lintel
375
1.0
1.36
90
RRJ2
1.24
0.88
64.172
50.917
62.511
62.561
1.661.61
62.703
62.713
A10/3
1.8 m
lintel
375
1.0
1.65
135
RRJ2
1.25
1.2
63.633
104.016
61.95
61.98
1.681.65
62.238
A10/4
LIN
E A
11
1.8 m
lintel
375
1.4
2.04
138
RRJ2
1.10
1.53
63.354
131.444
61.645
61.675
1.711.68
61.876
61.909
A10/5
1.8 m
lintel
375
4.0
3.09
164
RRJ2
1.10
4.13
62.763
155.111
61.214
61.304
1.551.46
61.406
61.514
A10/6
LIN
E A
12
1.8 m
lintel
61.77
176.43
60.353
1.4260.525
A10/7
LIN
E A
L
1.8 m
lintel
LINE A10
1.54
PIPE CHAINAGE
ROAD CHAINAGE
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
WAE
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)
DATUM (m)
FU
TU
RE
FU
TU
RE
FU
TU
RE
FUTURE
DRAINAGE LINE
PIPE END CAP
77.529
375
4.1
2.86
222
RRJ2
1.10
2.38
61.77
176.43
60.225
60.353
1.551.42
60.468
60.525
A10/7
1.8 m
lintel
375
5.0
3.10
334
RRJ3
0.95
4.07
60.85
195.875
59.331
59.419
1.521.43
60.005
A10/8
LIN
E A
8
1.8 m
lintel
525
1.0
2.07
447
RRJ3
0.73
1.45
59.333
224.108
57.89
57.92
1.441.41
58.857
A10/9
LIN
E A
13
LIN
E A
E
1.8 m
lintel
825
1.0
1.78
953
RRJ2
0.61
2.62
59.019
242.721
57.654
57.704
1.371.32
58.588
A10/10
LIN
E A
14
2.4 m
lintel sag
825
1.0
1.78
953
RRJ2
-0.10
1.73
59.088
247.072
57.56
57.61
1.531.48
58.474
A10/11
GP
T
58.325
253.086
57.5
57.5
0.910.91
58.37
A10/12
H.W
.
57.00
375
1.0
0.86
28
RRJ2
1.10
1.24
63.699
062.24
1.46
62.392
A11/1
1.8 m
lintel
63.633
12.379
61.95
62.116
1.681.52
62.238
A10/4
LIN
E A
10
1.8 m
lintel
LINE A11
56.00
375
1.0
0.65
20
RRJ2
1.10
0.83
62.824
061.37
1.45
61.494
A12/1
1.8 m
lintel
62.763
10.606
61.214
61.264
1.551.50
61.406
A10/6
LIN
E A
10
1.8 m
lintel
LINE A12
52.00
375
1.0
0.42
46
RRJ2
1.06
0.21
59.509
058.055
1.45
58.881
A13/1
1.8 m
lintel
59.333
11.476
57.89
57.94
1.441.39
58.857
A10/9
LIN
E A
10
1.8 m
lintel
LINE A13
DRAINAGE PIPE SYSTEM CATERS FOR 5YR ARI UNLESS OTHERWISE NOTED
MO
DE
L 30A
-X
M-L
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
0:1
6 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
20
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
DRAINAGE LONG SECTIONS
110358/CC520 A
110358CC520
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
57.00
150
5.0
1.66
15
uPVC
0.60
4.66
66.014
065.238
0.78
65.307
AD/1
GS
IP
600x600 IA
D
64.617
0.7364.725
LINE AD
150
4.5
1.75
25
uPVC
0.60
5.5
65.345
12.5
64.565
64.617
0.780.73
64.725
AD/2
GS
IP
600x600 IA
D
150
4.3
2.34
25
uPVC
0.60
4.4
64.946
20.304
64.156
64.213
0.790.73
64.247
64.296
AD/3
GS
IP
600x600 IA
D
225
4.3
2.59
39
uPVC
0.60
4.29
64.431
31.25
63.584
63.681
0.850.75
63.678
63.765
AD/4
GS
IP
600x600 IA
D
375
3.1
1.37
39
RRJ2
1.10
3.98
63.584
50.059
62.048
62.784
1.540.80
62.188
62.872
AD/5
JP
63.175
56.12
61.694
61.861
1.481.31
61.9
61.947
A8/1
LIN
E A
8
1.8 m
lintel
55.00
375
1.6
1.34
65
RRJ2
1.10
2.25
63.175
061.694
1.48
61.9
A8/1
LIN
E A
D
1.8 m
lintel
375
3.4
2.38
75
RRJ2
1.10
3.44
62.959
10.562
61.478
61.528
1.481.43
61.605
61.662
A8/2
1.8 m
lintel
375
5.2
3.18
158
RRJ2
1.11
3.2
61.773
39.931
60.307
60.479
1.471.29
60.473
60.596
A8/3
LIN
E A
9
1.8 m
lintel
60.85
54.578
59.331
59.55
1.521.30
60.005
A10/8
LIN
E A
10
1.8 m
lintel
LINE A8
55.00
375
3.8
1.16
11
RRJ2
1.10
4.06
62.661
061.054
1.61
61.118
AK/1
GS
IP
900x900 IA
D
62.13
6.756
60.631
60.799
1.501.33
60.816
60.844
A9/1
LIN
E A
9
2.4 m
lintel
LINE AK
55.00
375
7.6
1.34
9
RRJ2
1.10
5.95
62.754
061.014
1.74
61.048
AL/1
GS
IP
900x900 IA
D
61.77
9.748
60.225
60.275
1.551.50
60.468
A10/7
LIN
E A
10
1.8 m
lintel
LINE AL
PIPE CHAINAGE
ROAD CHAINAGE
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
WAE
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)
DATUM (m)
DRAINAGE PIPE SYSTEM CATERS FOR 5YR ARI UNLESS OTHERWISE NOTED
55.00
375
2.7
1.24
47
RRJ2
1.10
3.49
62.102
060.605
1.50
60.795
A9/1
LIN
E A
K
2.4 m
lintel
61.773
9.281
60.305
60.355
1.471.42
60.471
A8/3
LIN
E A
8
1.8 m
lintel
LINE A9
54.00
150
2.7
1.10
14
uPVC
0.60
2.07
63.069
062.303
0.77
62.423
AE/1
GS
IP
600x600 IA
D
150
2.7
1.60
25
uPVC
0.60
3.61
62.774
10
62.005
62.035
0.770.74
62.216
AE/2
GS
IP
600x600 IA
D
225
3.3
2.24
39
uPVC
0.60
3.44
62.405
22.5
61.565
61.667
0.840.74
61.678
61.765
AE/3
GS
IP
600x600 IA
D
225
6.4
2.60
54
uPVC
0.60
6.83
61.95
35.001
61.081
61.153
0.870.80
61.22
61.248
AE/4
GS
IP
600x600 IA
D
225
9.6
3.67
65
uPVC
0.60
9.74
61.252
45
60.395
60.443
0.860.81
60.507
60.537
AE/5
GS
IP
600x600 IA
D
375
2.8
0.58
64
RRJ2
1.10
0.52
59.788
58.681
58.181
59.081
1.610.71
58.89
59.174
AE/6
JP
59.331
64.681
57.89
58.01
1.441.32
58.859
A10/9
LIN
E A
10
1.8 m
lintel
LINE AE
55.00
1200x450
1.0
0.83
447
Box Culvert
0.89
1.09
59.414
159.298
58.019
58.069
1.391.34
58.828
A14/6
LIN
E A
16
2.4 m
lintel
1200x450
1.0
0.92
499
Box Culvert
0.83
0.63
59.02
175.33
57.809
57.859
1.211.16
58.654
A14/7
2.4 m
lintel sag
59.019
185.839
57.654
57.704
1.371.32
58.588
A10/10
LIN
E A
10
2.4 m
lintel sag
LINE A14
167.0
FUTURE
DRAINAGE LINE
TEMPORARILY BLOCK
OFF BOX CULVERT FOR
FUTURE CONNECTION
FU
TU
RE
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
0:3
0 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
21
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
DRAINAGE LONG SECTIONS
110358/CC521 A
110358CC521
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
DRAINAGE PIPE SYSTEM CATERS FOR 5YR ARI UNLESS OTHERWISE NOTED
47.00
375
2.5
0.96
10
RRJ2
1.10
2.06
64
.1
26
06
2.5
82
1.54
62
.6
29
B1/1
1.8
m
lin
te
l
375
2.5
2.16
111
RRJ2
1.10
2.69
63
.5
63
19
.9
99
62
.0
19
62
.0
87
1.541.48
62
.2
17
B1/2
LIN
E B
A
1.8
m
lin
te
l
375
2.5
2.51
131
RRJ2
1.10
2.57
62
.9
37
42
.2
65
61
.3
81
61
.4
61
1.561.48
61
.5
66
61
.6
19
B1/3
LIN
E B
3
1.8
m
lin
te
l
375
2.3
2.41
248
RRJ2
1.11
1.64
62
.1
65
69
.6
98
60
.4
74
60
.6
89
1.691.48
60
.7
59
60
.8
61
B1/4
LIN
E B
7
1.8
m
lin
te
l
450
1.0
1.91
282
RRJ2
1.12
4.97
60
.8
87
11
6.2
02
59
.3
34
59
.3
84
1.551.50
59
.9
97
B1/5
1.8
m
lin
te
l
450
2.9
3.02
346
RRJ2
1.10
2.41
60
.8
51
12
4.3
75
9.2
03
59
.2
53
1.651.60
59
.5
48
59
.5
91
B1/6
1.8
m
lin
te
l
450
4.6
3.45
479
RRJ2
1.10
6.41
60
.1
44
13
9.4
61
58
.4
78
58
.7
63
1.671.38
59
.1
85
B1/7
LIN
E B
2
1.8
m
lin
te
l
450
5.1
4.56
529
RRJ2
1.10
4.54
58
.9
58
16
2.3
94
57
.3
02
57
.4
31
1.661.53
57
.5
97
57
.7
15
B1/8
LIN
E B
H
1.8
m
lin
te
l
450
4.9
4.25
590
RRJ2
1.10
6.11
56
.0
55
21
6.9
08
54
.3
99
54
.5
28
1.661.53
55
.1
21
B1/9
LIN
E B
5
1.8
m
lin
te
l
525
4.8
4.28
694
RRJ2
1.10
5.36
54
.2
19
25
1.3
91
52
.4
88
52
.6
92
1.731.53
52
.9
43
53
.0
13
B1/10
LIN
E B
E
1.8
m
lin
te
l
525
4.8
3.90
738
RRJ2
1.10
3.39
52
.7
85
27
8.3
28
50
.9
68
51
.1
83
1.821.60
51
.3
51
.5
B1/11
LIN
E B
6
1.8
m
lin
te
l
600
1.3
3.07
867
RRJ2
1.10
2.52
50
.4
42
32
5.0
92
48
.6
92
48
.7
42
1.751.70
49
.7
17
B1/12
LIN
E B
G
2.4
m
lin
te
l
50
.1
04
34
6.4
77
48
.4
12
1.694
9.1
78
B1/13
LIN
E B
9
3.0
m
lin
te
l sa
g
PIPE CHAINAGE
ROAD CHAINAGE
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
WAE
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)
DATUM (m)
LINE B1
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
0:4
4 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
22
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
DRAINAGE LONG SECTIONS
110358/CC522 A
110358CC522
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
DRAINAGE PIPE SYSTEM CATERS FOR 5YR ARI UNLESS OTHERWISE NOTED
41.00
750
1.0
3.25
1435
RRJ2
1.90
19.3
50.104
346.477
47.534
48.412
2.571.69
49.178
B1/13
LIN
E B
9
3.0 m
lintel sag
750
5.0
4.15
1817
RRJ2
0.94
3.52
50.223
349.725
47.472
47.502
2.752.72
48.551
B1/14
GP
T
750
5.0
4.75
2087
RRJ2
1.10
19.34
48.82
355.258
46.195
47.195
2.621.62
48.356
B1/15
JP
750
1.0
4.12
1822
RRJ2
0.47
45.67
47.681
361.265
45.032
45.895
2.651.79
47.194
B1/16
JP
45.827
364.427
45
45
0.830.83
45.75
B1/17
H.W
.
PIPE CHAINAGE
ROAD CHAINAGE
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
WAE
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)
DATUM (m)
LINE B1
51.00
375
1.1
0.70
23
RRJ2
1.10
2.05
58.334
056.864
1.47
57.035
B10/1
1.8 m
lintel
58.187
8.577
56.573
56.772
1.611.41
56.744
56.859
B9/2
LIN
E B
9
2.4 m
lintel
LINE B10
49.00
375
1.0
0.63
15
RRJ2
1.10
0.6
56.097
054.632
1.46
54.763
B11/1
1.8 m
lintel
55.995
8.38
54.402
54.549
1.591.45
54.713
B9/3
LIN
E B
9
2.4 m
lintel
LINE B11
46.00
375
2.3
0.98
11
RRJ2
1.10
2.51
53.562
052.072
1.49
52.141
B13/1
1.8 m
lintel
53.26
9.714
51.356
51.848
1.901.41
51.572
51.897
B9/8
LIN
E B
9
1.8 m
lintel
LINE B13
43.00
375
1.5
0.85
32
RRJ2
1.10
0.02
50.572
049.094
1.48
49.585
B14/1
1.8 m
lintel
50.384
9.714
48.539
48.951
1.841.43
49.583
B9/9
LIN
E B
9
1.8 m
lintel
LINE B14
54.00
375
9.3
2.16
21
RRJ2
1.10
5.82
62.389
060.842
1.55
60.893
B2/1
1.8 m
lintel
375
1.0
0.65
51
RRJ2
1.10
0.02
61.048
13.683
59.501
59.575
1.551.47
60.096
B2/2
1.8 m
lintel
375
1.0
1.20
122
RRJ2
1.13
0.8
60.773
38.274
59.225
59.255
1.551.52
60.091
B2/3
LIN
E B
B
1.8 m
lintel
375
1.0
1.61
178
RRJ2
1.31
3.41
60.586
62.379
58.934
58.984
1.651.60
59.898
B2/4
2.4 m
lintel sag
375
1.0
1.83
203
RRJ2
1.34
1.97
60.586
70.379
58.804
58.854
1.781.73
59.625
B2/5
2.4 m
lintel sag
375
1.0
1.96
217
RRJ2
1.23
1.93
60.195
84.823
58.609
58.659
1.591.54
59.341
B2/6
1.8 m
lintel
60.144
92.92
58.478
58.528
1.671.62
59.185
B1/7
LIN
E B
1
1.8 m
lintel
LINE B2
56.00
375
1.0
0.64
15
RRJ2
1.10
0.72
62.962
061.511
1.45
61.624
B3/1
1.8 m
lintel
62.937
8.052
61.381
61.431
1.561.51
61.566
B1/3
LIN
E B
1
1.8 m
lintel
LINE B3
49.00
375
2.0
0.95
25
RRJ2
1.10
0.08
56.309
054.823
1.49
55.128
B5/1
1.8 m
lintel
56.055
9.307
54.399
54.636
1.661.42
55.121
B1/9
LIN
E B
1
1.8 m
lintel
LINE B5
46.00
375
2.8
1.16
14
RRJ2
1.10
2.99
53.178
051.677
1.50
51.751
B6/1
1.8 m
lintel
52.785
10.887
50.968
51.372
1.821.41
51.3
51.426
B1/11
LIN
E B
1
1.8 m
lintel
LINE B6
55.00
375
1.0
0.83
29
RRJ2
1.10
1.85
62.686
061.235
1.45
61.403
B7/1
1.8 m
lintel
375
1.5
1.26
62
RRJ2
1.10
0.97
62.659
8.127
61.094
61.153
1.571.51
61.234
61.253
B7/2
1.8 m
lintel
375
1.0
1.40
120
RRJ2
1.34
1.63
62.246
32.968
60.669
60.719
1.581.53
60.994
B7/3
LIN
E B
8
2.4 m
lintel sag
62.165
47.385
60.474
60.524
1.691.64
60.759
B1/4
LIN
E B
1
1.8 m
lintel
LINE B7
55.00
375
1.0
0.67
34
RRJ2
1.10
0.69
62.261
060.823
1.44
61.049
B8/1
2.4 m
lintel sag
62.246
860.669
60.743
1.581.50
60.994
B7/3
LIN
E B
7
2.4 m
lintel sag
LINE B8
MO
DE
L H
G27-L-M
V
FUTURE
DRAINAGE LINE
PIPE END CAP
FU
TU
RE
FU
TU
RE
FU
TU
RE
FU
TU
RE
FU
TU
RE
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
0:5
8 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
23
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
DRAINAGE LONG SECTIONS
110358/CC523 A
110358CC523
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
DRAINAGE PIPE SYSTEM CATERS FOR 5YR ARI UNLESS OTHERWISE NOTED
43.00
375
4.5
2.62
68
RRJ2
1.10
4.55
60
.8
89
05
9.3
2
1.57
59
.4
29
B9/1L
IN
E B
D
1.8
m
lin
te
l
375
4.4
3.07
144
RRJ2
1.10
4.32
58
.1
87
56
.5
87
56
.5
73
56
.7
5
1.611.44
56
.7
44
56
.8
53
B9/2
LIN
E B
10
2.4
m
lin
te
l
375
3.0
2.49
249
RRJ2
1.10
2.29
55
.9
95
10
3.6
02
54
.4
02
54
.5
16
1.591.48
54
.7
13
B9/3
LIN
E B
11
2.4
m
lin
te
l
375
2.9
2.81
240
RRJ2
1.10
2
55
.2
15
12
6.0
73
53
.6
66
53
.7
21
1.551.49
54
.1
98
B9/4
1.8
m
lin
te
l
375
2.5
2.45
270
RRJ2
1.10
2.97
54
.1
06
16
1.2
57
52
.5
32
52
.6
34
1.571.47
53
.4
93
B9/5
1.8
m
lin
te
l
450
1.0
1.89
301
RRJ2
1.15
4.94
53
.6
13
17
8.9
22
52
.0
44
52
.0
94
1.571.52
52
.9
69
B9/6
2.4
m
lin
te
l sa
g
450
1.0
2.13
331
RRJ2
1.23
2.74
53
.6
12
18
6.9
22
51
.9
14
51
.9
64
1.701.65
52
.5
74
B9/7
2.4
m
lin
te
l sa
g
450
5.6
2.69
340
RRJ2
1.10
4.01
53
.2
62
02
.1
31
51
.3
56
51
.7
62
1.901.50
51
.5
72
52
.1
58
B9/8
LIN
E B
13
1.8
m
lin
te
l
525
1.0
1.76
380
RRJ2
1.30
1.64
50
.3
84
25
1.7
12
48
.5
39
48
.5
89
1.841.79
49
.5
83
B9/9
LIN
E B
14
1.8
m
lin
te
l
525
1.0
2.02
437
RRJ2
1.24
2.56
50
.1
04
26
3.9
29
48
.3
67
48
.4
17
1.741.69
49
.3
83
B9/10
2.4
m
lin
te
l sa
g
50
.1
04
27
1.9
29
47
.5
34
48
.2
87
2.571.82
49
.1
78
B1/13
LIN
E B
1
3.0
m
lin
te
l sa
g
PIPE CHAINAGE
ROAD CHAINAGE
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
WAE
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)
DATUM (m)
LINE B9
58.00
225
1.0
0.73
16
uPVC
0.60
1.05
64
.8
25
06
3.9
94
0.83
64
.1
26
BA/1
GS
IP
6
00
x6
00
IA
D
225
1.0
0.92
28
uPVC
0.63
0.87
64
.6
96
12
.5
63
.8
39
63
.8
69
0.860.83
63
.9
95
BA/2
GS
IP
6
00
x6
00
IA
D
225
1.0
1.24
39
uPVC
0.65
1.54
64
.5
66
25
63
.6
84
63
.7
14
0.880.85
63
.8
86
BA/3
GS
IP
6
00
x6
00
IA
D
300
1.0
1.53
51
uPVC
0.60
0.65
64
.4
36
37
.5
63
.5
26
63
.5
59
0.910.88
63
.6
6
63
.6
94
BA/4
GS
IP
6
00
x6
00
IA
D
300
1.0
1.27
60
uPVC
0.62
0.5
64
.3
32
47
.5
63
.3
96
63
.4
26
0.940.91
63
.5
95
BA/5
GS
IP
6
00
x6
00
IA
D
300
1.0
1.15
71
uPVC
0.65
0.77
64
.2
02
60
63
.2
41
63
.2
71
0.960.93
63
.5
33
BA/6
GS
IP
6
00
x6
00
IA
D
63
.1
41
0.966
3.4
56
BA/7
GS
IP
6
00
x6
00
IA
D
LINE BA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
1:1
3 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
24
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
DRAINAGE LONG SECTIONS
110358/CC524 A
110358CC524
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
DRAINAGE PIPE SYSTEM CATERS FOR 5YR ARI UNLESS OTHERWISE NOTED
57.00
300
1.0
1.12
80
uPVC
0.67
3.47
64.102
70
63.111
63.141
0.990.96
63.456
BA/7
GS
IP
600x600 IA
D
300
1.0
1.31
88
uPVC
0.70
1.84
64.051
71.5
63.046
63.096
1.000.95
63.404
BA/8
GS
IP
600x600 IA
D
300
1.0
1.63
97
uPVC
0.81
1.51
63.993
84.997
62.881
62.911
1.111.08
63.156
BA/9
GS
IP
600x600 IA
D
375
3.1
2.11
97
RRJ2
1.10
4.15
63.945
100
62.413
62.731
1.531.21
62.604
62.929
BA/10
JP
63.563
105.185
62.019
62.251
1.541.31
62.217
62.389
B1/2
LIN
E B
1
1.8 m
lintel
PIPE CHAINAGE
ROAD CHAINAGE
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
WAE
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)
DATUM (m)
LINE BA
55.00
150
5.1
1.61
15
uPVC
0.60
5.46
63.702
062.925
0.78
63.02
BD/1
GS
IP
600x600 IA
D
150
4.9
2.08
30
uPVC
0.60
3.28
63.141
10
62.356
62.415
0.790.73
62.464
62.474
BD/2
GS
IP
600x600 IA
D
150
4.9
2.16
35
uPVC
0.60
4.4
62.602
20
61.825
61.866
0.780.74
62.136
BD/3
GS
IP
600x600 IA
D
150
5.0
2.54
42
uPVC
0.60
6.98
62.062
30
61.285
61.334
0.780.73
61.696
BD/4
GS
IP
600x600 IA
D
375
2.8
1.28
42
RRJ2
1.10
4.27
61.252
45
59.711
60.532
1.540.72
59.872
60.649
BD/5
JP
60.889
49.777
59.32
59.576
1.571.31
59.429
59.668
B9/1
LIN
E B
9
1.8 m
lintel
LINE BD
50.00
150
4.7
1.65
14
uPVC
0.60
4.89
60.259
059.484
0.77
59.571
BE/1
GS
IP
600x600 IA
D
150
4.6
1.99
26
uPVC
0.60
3.31
59.63
12.5
58.856
58.901
0.770.73
58.952
58.96
BE/2
GS
IP
600x600 IA
D
150
4.7
2.23
36
uPVC
0.60
6.18
59.052
24.002
58.277
58.323
0.770.73
58.571
BE/3
GS
IP
600x600 IA
D
225
4.6
2.92
47
uPVC
0.60
4.56
58.424
36.502
57.574
57.694
0.850.73
57.669
57.799
BE/4
GS
IP
600x600 IA
D
225
4.7
2.54
56
uPVC
0.60
4.96
57.921
46.502
57.071
57.116
0.850.80
57.213
BE/5
GS
IP
600x600 IA
D
225
4.6
2.08
68
uPVC
0.60
2.68
57.292
59.002
56.443
56.488
0.850.80
56.561
56.593
BE/6
GS
IP
600x600 IA
D
225
1.5
1.97
78
uPVC
0.60
10.8
56.79
69.002
55.94
55.985
0.850.80
56.293
BE/7
GS
IP
600x600 IA
D
225
4.0
2.64
77
uPVC
0.60
4.15
56.714
70.502
55.12
55.917
1.590.80
55.297
56.131
BE/8
JP
54.768
100.752
53.91
0.8654.043
BE/9
JP
LINE BE
375
4.6
1.75
77
RRJ2
1.10
6.14
54.768
100.752
53.207
53.91
1.560.86
53.412
54.043
JP
54.219
107.01
52.488
52.918
1.731.30
52.943
53.028
B1/10
LIN
E B
1
1.8 m
lintel
46.00
150
1.0
0.79
12
uPVC
0.60
1.65
52.737
051.998
0.74
52.152
BF/1
GS
IP
600x600 IA
D
53.162
11
51.235
51.888
1.931.27
51.426
51.971
BG/7
LIN
E B
G
JP
LINE BF
DR
OP
U
ND
ER
P
IT
ALTERNATIVE DETAIL TO DEEP PITS OVER 2m
TYPICAL DROP UNDER RETAINING
WALL DETAIL
INSPECTION
OPENING (IO)
STORMWATER
INLET PIT
600x600
PIPE CROSSING UNDER
RETAINING WALL
FOUNDATION ARE TO BE
CONFIRMED BY THE
STRUCTURAL ENGINEER
PRIOR TO CONSTRUCTION
NTS
SUBJECT TO COUNCIL APPROVAL
INVERT 'A'
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
1:2
8 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
25
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
DRAINAGE LONG SECTIONS
110358/CC525 A
110358CC525
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
DRAINAGE PIPE SYSTEM CATERS FOR 5YR ARI UNLESS OTHERWISE NOTED
46.00
150
4.4
1.60
14
uPVC
0.60
4.66
56.038
055.259
0.78
55.348
BG/1
GS
IP
600x600 IA
D
225
4.2
2.23
26
uPVC
0.60
4.3
55.441
12.5
54.586
54.705
0.860.74
54.665
54.765
BG/2
GS
IP
600x600 IA
D
225
3.9
2.14
40
uPVC
0.60
3.65
54.771
27.5
53.919
53.949
0.850.82
54.014
54.02
BG/3
BY
PA
SS
N
OD
E
225
4.3
2.17
52
uPVC
0.60
4.82
54.246
40
53.4
53.434
0.850.81
53.558
BG/4
GS
IP
600x600 IA
D
225
4.9
1.93
61
uPVC
0.60
2.99
53.774
50
52.903
52.973
0.870.80
53.012
53.076
BG/5
GS
IP
600x600 IA
D
225
1.3
1.79
71
uPVC
0.60
9.6
53.232
60
52.378
52.408
0.850.82
52.713
BG/6
GS
IP
600x600 IA
D
225
4.0
2.64
82
uPVC
0.60
4.17
53.162
61.5
51.235
52.359
1.930.80
51.426
52.569
BG/7
LIN
E B
F
JP
375
3.2
1.46
82
RRJ2
1.10
0.89
50.869
91.75
49.323
50.025
1.550.84
49.766
50.164
BG/8
JP
50.442
97.251
48.692
49.149
1.751.29
49.717
B1/12
LIN
E B
1
2.4 m
lintel
LINE BG
53.00
150
1.4
0.98
14
uPVC
0.60
1.86
61.085
060.326
0.76
60.481
BH/1
GS
IP
600x600 IA
D
150
4.0
1.95
28
uPVC
0.60
4.33
60.868
14.77
59.728
60.123
1.140.75
59.871
60.207
BH/2
GS
IP
600x600 IA
D
225
3.6
2.49
43
uPVC
0.60
3.69
59.922
29.598
59.077
59.135
0.840.79
59.183
59.229
BH/3
GS
IP
600x600 IA
D
375
2.9
1.29
43
RRJ2
1.10
4.3
59.321
45.03
57.784
58.518
1.540.80
57.945
58.614
BH/4
JP
58.958
49.815
57.302
57.647
1.661.31
57.597
57.739
B1/8
LIN
E B
1
1.8 m
lintel
LINE BH
41.00
150
1.0
0.92
14
uPVC
0.60
1.81
59.222
058.469
0.75
58.685
BJ/1
GS
IP
600x600 IA
D
225
4.0
2.08
58
uPVC
0.62
4.57
59.175
14.939
58.056
58.319
1.120.86
58.243
58.414
BJ/2
LIN
E B
K
GS
IP
600x600 IA
D
225
5.9
2.64
70
uPVC
0.60
6.61
58.331
28.325
57.439
57.518
0.890.81
57.617
57.631
BJ/3
GS
IP
600x600 IA
D
225
6.6
3.27
79
uPVC
0.60
6.08
57.663
38.325
56.78
56.845
0.880.82
56.897
56.956
BJ/4
GS
IP
600x600 IA
D
225
6.7
2.90
92
uPVC
0.60
7.58
56.776
50.825
55.915
55.955
0.860.82
56.137
BJ/5
GS
IP
600x600 IA
D
225
6.6
3.55
112
uPVC
0.60
6.48
56.059
60.825
55.166
55.246
0.890.81
55.379
BJ/6
GS
IP
600x600 IA
D
225
6.5
3.65
122
uPVC
0.60
6.34
55.169
73.325
54.255
54.342
0.910.83
54.569
BJ/7
GS
IP
600x600 IA
D
225
7.0
3.81
142
uPVC
0.60
6.85
54.433
83.325
53.536
53.605
0.900.83
53.935
BJ/8
GS
IP
600x600 IA
D
225
6.9
3.83
136
uPVC
0.60
7.1
53.486
95.825
52.621
52.656
0.870.83
53.079
BJ/9
GS
IP
600x600 IA
D
225
6.5
3.78
148
uPVC
0.60
7.22
52.751
105.825
51.86
51.934
0.890.82
52.369
BJ/10
GS
IP
600x600 IA
D
225
10.3
4.28
146
uPVC
0.60
12.32
51.881
118.325
51.015
51.052
0.870.83
51.467
BJ/11
GS
IP
600x600 IA
D
50.232
133.325
49.47
0.7649.619
BJ/12
GS
IP
600x600 IA
D
LINE BJ
225
13.3
5.03
158
uPVC
0.60
13.66
50.232
133.325
49.342
49.47
0.890.76
49.541
49.619
BJ/12
GS
IP
600x600 IA
D
375
3.0
1.80
158
RRJ2
0.59
5.67
47.768
150.672
44.722
47.027
3.050.74
45.103
47.171
BJ/13
JP
44.858
158.085
44.5
44.5
0.360.36
44.683
BJ/14
H.W
.
PIPE CHAINAGE
ROAD CHAINAGE
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
WAE
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)
DATUM (m)
DR
OP
U
ND
ER
P
IT
DR
OP
U
ND
ER
P
IT
FUTURE
DRAINAGE LINE
PIPE END CAP
FU
TU
RE
FU
TU
RE
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
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d: 2
2 A
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7 6
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2 P
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ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
DRAINAGE LONG SECTIONS
110358/CC526 A
110358CC526
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
METRES
1:500 (AT A1)
10 0 10 20 30 40 50
1:1000 (AT A3)
DESIGN STORM 1:5yr ARI HYDROLOGIC RESULTS
PIT PIT CATCHMENT PERCENT Tc Tc CRITICAL APPROACH CAPTURED UNCAPTURED GRATE ROAD ROAD BYPASS BYPASS CHANNEL COMMENTS
NAME TYPE AREA IMPERVIOUS IMP PERV STORM FLOW FLOW FLOW DEPTH GRADE CROSSFALL PIT FLOW U/S FLOW WIDTH U/S VxD
D/S FLOW
WIDTH
D/S VxD
(-) (-) (Ha) (%) (min) (min) (min) (L/s) (L/s) (L/s) (mm) (%) (%) (-) (L/s) (m) (m/s^2) (m) (m/s^2) (-)
A10/3 1.8 m lintel 0 6 6 25 26 25 1 66 1 3 A10/4 18 1.35 0.04 1.35 0.04
A10/4 1.8 m lintel 0.056 95 6 6 18 18 0 0 1 3 LOST 0
A10/5 1.8 m lintel 0 6 6 15 3 3 0 43 1 3 A10/6 8 0.59 0.03 1.15 0.02
A10/6 1.8 m lintel 0.025 95 6 6 25 8 8 0 60 3.7 3 A10/7 28 1.17 0.06 1.17 0.06
A10/7 1.8 m lintel 0.092 85 6 6 15 28 27 1 33 4.9 3.2 A10/8 6 0.38 0.03 1 0.02
A10/8 1.8 m lintel 0.053 95 6 6 25 21 21 0 56 4.6 3.4 A10/9 24 1 0.06 1 0.06
A10/9 1.8 m lintel 0.079 85 6 6 15 24 23 0 50 3.9 3 A10/10 9 0.79 0.03 0.79 0.03
A10/10
2.4 m lintel sag
0.044 95 6 6 9 9 0 18 0.4 3 A10/11 0
A10/11 GPT 0 6 6 0 0 0 0 0.4 1.8 LOST 0
A10/12 H.W. 0 0 0 0
A11/1 1.8 m lintel 0.088 85 6 6 25 30 28 2 64 1 3 A12/1 20 1.32 0.04 1.32 0.04
A12/1 1.8 m lintel 0.058 95 6 6 25 20 20 0 62 3.7 3 A13/1 38 1.24 0.08 1.24 0.08
A13/1 1.8 m lintel 0.123 85 6 6 25 38 36 2 57 4.6 3 A14/7 17 1.06 0.04 1.06 0.04
A14/7
2.4 m lintel sag
0.162 85 6 6 15 50 55 0 57 0.4 3 A10/10 0
A8/1 1.8 m lintel 0.09 85 6 6 25 27 27 1 71 3.1 3 A9/1 40 1.53 0.07 1.53 0.07
A8/2 1.8 m lintel 0 6 6 25 10 10 0 38 3.1 3 A8/3 7 0.46 0.03 0.46 0.03
A8/3 1.8 m lintel 0.024 95 6 6 15 7 7 0 27 5.3 2.9 A10/8 4 0.31 0.02 1.01 0.01
A9/1 2.4 m lintel 0.129 85 6 6 15 40 36 4 46 3.2 0.1 A10/8 11 0.67 0.04 1.01 0.03
AD/1 GSIP 600x600 IAD 0.047 75 6 6 25 14 14 0 0
AD/2 GSIP 600x600 IAD 0.036 75 6 6 25 11 11 0 0
AD/3 GSIP 600x600 IAD 0 6 6 0 0 0 0
AD/4 GSIP 600x600 IAD 0.046 75 6 6 25 14 14 0 0
AD/5 JP 0 6 6 0 0 0 0
AE/1 GSIP 600x600 IAD 0.046 75 6 6 25 14 14 0 0
AE/2 GSIP 600x600 IAD 0.038 75 6 6 25 12 12 0 0
AE/3 GSIP 600x600 IAD 0.047 75 6 6 25 14 14 0 0
AE/4 GSIP 600x600 IAD 0.047 75 6 6 25 14 14 0 0
AE/5 GSIP 600x600 IAD 0.038 75 6 6 25 12 12 0 0
AE/6 JP 0 6 6 0 0 0 0
AK/1 GSIP 900x900 IAD 0.037 75 6 6 15 11 11 0 0
AL/1 GSIP 900x900 IAD 0.03 75 6 6 25 9 9 0 0
BPA8/1 BYPASS NODE 0.032 85 6 6 15 10 0 0 46 3.1 3 A8/2 10 0.65 0.04 0.65 0.04
BPA8/2 BYPASS NODE 0 0 0 0
BPA9/1 BYPASS NODE 0.01 85 6 6 10 3 0 0 75 1.8 1 A10/5 3 1.66 0.02 0.56
BPA9/2 BYPASS NODE 0 0 0 0
HYDROLOGY NOTES:
1. STORMWATER SYSTEM DESIGNED USING 12D
DYNAMIC (ILSAX) SYSTEM.
2. BP LINES ARE DUMMY PITS AND ARE USED
TO MORE ACCURATELY DETERMINE
APPROACH FLOWS AT UPSTREAM PITS AND
SAG LOCATIONS. RESULTS ON THESE
DUMMY LINES MAY NOT BE VALID/RELEVANT.
3. MAXIMUM FLOW WIDTHS OF 2.5m IN
GUTTERS HAVE GENERALLY BEEN ADOPTED.
4. SYSTEM A HYDROLOGIC TABLE REFER TO
CC531
DRAINAGE SYSTEM A
BJ/11 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BJ/12 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0
BJ/13 JP 0 5 6 0 0 0 0
BJ/14 H.W. 0 0 0 0
BPB1/1 BYPASS NODE 0.03 95 5 6 15 10 0 0 46 2.8 3 B1/1 10 0.67 0.04 0.67 0.04
BPB1/2 BYPASS NODE 0 0 0 0
BPB10/1 BYPASS NODE 0.034 95 5 6 15 11 0 0 43 4.6 3 B13/1 11 0.57 0.04 0.71 0.04
BPB10/2 BYPASS NODE 0 0 0 0
BPB2/1 BYPASS NODE 0.046 95 5 6 15 15 0 0 54 2.8 3 B3/1 15 0.97 0.04 1.1 0.04
BPB2/2 BYPASS NODE 0 0 0 0
BPB3/1 BYPASS NODE 0.1 85 5 6 25 32 0 0 72 1.9 3 B7/1 32 1.54 0.06 1.54 0.06
BPB3/2 BYPASS NODE 0 0 0 0
BPB4/1 BYPASS NODE 0.113 85 5 6 25 37 0 0 74 1.9 3 B7/2 36 1.61 0.06 1.61 0.06
BPB4/2 BYPASS NODE 0 0 0 0
BPB8/1 BYPASS NODE 0.07 95 5 6 15 23 0 0 57 4.8 3 B10/1 23 1.02 0.06 1.02 0.06
BPB8/2 BYPASS NODE 0 0 0 0
BPB9/1 BYPASS NODE 0.035 85 5 6 25 11 0 0 62 1.3 3 B9/6 28 1.2 0.06 1.2 0.06
BPB9/2 BYPASS NODE 0 0 0 0
DESIGN STORM 1:5yr ARI HYDROLOGIC RESULTS
PIT PIT CATCHMENT PERCENT Tc Tc CRITICAL APPROACH CAPTURED UNCAPTURED GRATE ROAD ROAD BYPASS BYPASS CHANNEL COMMENTS
NAME TYPE AREA IMPERVIOUS IMP PERV STORM FLOW FLOW FLOW DEPTH GRADE CROSSFALL PIT FLOW U/S FLOW WIDTH U/S VxD
D/S FLOW
WIDTH
D/S VxD
(-) (-) (Ha) (%) (min) (min) (min) (L/s) (L/s) (L/s) (mm) (%) (%) (-) (L/s) (m) (m/s^2) (m) (m/s^2) (-)
1.8 m lintel 0 5 6 15 10 10 0 35 2.8 3 5 0.42 0.03 0.43 0.02
DRAINAGE SYSTEM B
CADDENS HILL
STAGE 5
DRAINAGE CALCULATIONS
110358/CC527 A
110358CC527
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
2:0
4 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
27
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
FOR CONTINUATION REFER CC528
DESIGN STORM 1:5yr ARI HYDROLOGIC RESULTS
PIT PIT CATCHMENT PERCENT Tc Tc CRITICAL APPROACH CAPTURED UNCAPTURED GRATE ROAD ROAD BYPASS BYPASS CHANNEL COMMENTS
NAME TYPE AREA IMPERVIOUS IMP PERV STORM FLOW FLOW FLOW DEPTH GRADE CROSSFALL PIT FLOW U/S FLOW WIDTH U/S VxD
D/S FLOW
WIDTH
D/S VxD
(-) (-) (Ha) (%) (min) (min) (min) (L/s) (L/s) (L/s) (mm) (%) (%) (-) (L/s) (m) (m/s^2) (m) (m/s^2) (-)
B1/1 1.8 m lintel 0 5 6 15 10 10 0 35 2.8 3 B1/2 5 0.42 0.03 0.43 0.02
B1/2 1.8 m lintel 0.016 95 5 6 15 5 5 0 37 2.8 3 B1/3 6 0.44 0.03 0.54 0.02
B1/3 1.8 m lintel 0.018 95 5 6 15 6 6 0 42 2.8 3 B8/1 10 0.54 0.04 0.65 0.04
B1/4 1.8 m lintel 0.008 95 5 6 25 0 0 0 75 2.8 3 B1/5 46 1.64 0.07 1.97 0.06
B1/5 1.8 m lintel 0.14 95 5 6 25 46 39 7 85 2.2 3 B2/4 43 1.97 0.06 1.97 0.06
B1/6 1.8 m lintel 0.047 95 5 6 25 16 16 0 35 2.2 3 B1/7 6 0.41 0.03 0.93 0.02
B1/7 1.8 m lintel 0.018 95 5 6 25 6 6 0 54 4 3 B1/8 21 0.97 0.06 1.63 0.03
B1/8 1.8 m lintel 0.065 85 5 6 25 21 21 0 75 5.3 3 B1/9 63 1.63 0.1 1.63 0.1
B1/9 1.8 m lintel 0.197 85 5 6 25 63 55 8 69 5.3 3 B1/10 47 1.44 0.09 1.44 0.09
B1/10 1.8 m lintel 0.125 85 5 6 25 47 42 5 65 5.3 3 B1/11 38 1.29 0.08 1.6 0.06
B1/11 1.8 m lintel 0.104 85 5 6 25 38 37 2 74 5.3 3 B1/12 59 1.6 0.1 1.6 0.1
B1/12 2.4 m lintel 0.18 85 5 6 25 59 54 5 67 3.4 3 B9/10 25 1.39 0.05 1.39 0.05
B1/13
3.0 m lintel sag
0.093 95 5 6 27 26 0 33 0.4 3 B1/14 0
B1/14 GPT 0 5 6 0 0 0 0 0.4 -1 B1/15 0
B1/15 JP 0 5 6 0 0 0 0 0.4 B1/16 0
B1/16 JP 0 5 6 0 0 0 0 LOST 0
B1/17 H.W. 0 0 0 0
B10/1 1.8 m lintel 0 5 6 15 23 23 0 46 4.8 3 B11/1 12 0.65 0.05 1.1 0.03
B11/1 1.8 m lintel 0.037 95 5 6 25 12 12 0 59 4.3 3 B9/7 22 1.1 0.05 1.1 0.05
B13/1 1.8 m lintel 0 5 6 15 11 11 0 47 4.8 3 B14/1 16 0.71 0.05 0.77 0.05
B14/1 1.8 m lintel 0.048 95 5 6 15 16 16 0 49 4.3 3 B1/13 8 0.77 0.03 0.77 0.03
B2/5
2.4 m lintel sag
0 5 6 15 19 21 0 33 0.1 3 B2/6 0
B2/6 1.8 m lintel 0.008 95 5 6 15 0 0 0 52 4 3 B5/1 19 0.89 0.05 0.89 0.05
B3/1 1.8 m lintel 0 5 6 25 15 15 0 59 2.8 3 B9/1 27 1.1 0.07 1.69 0.04
B5/1 1.8 m lintel 0.058 95 5 6 15 19 19 0 47 5.3 3 B6/1 15 0.71 0.05 0.94 0.04
B6/1 1.8 m lintel 0.047 95 5 6 15 15 15 0 54 5.3 3 B1/13 19 0.99 0.05 0.99 0.05
B7/1 1.8 m lintel 0 5 6 25 32 30 3 63 1.9 3 B8/1 19 1.23 0.04 1.23 0.04
B7/2 1.8 m lintel 0 5 6 25 36 33 4 68 1.9 3 B7/3 26 1.42 0.05 1.42 0.05
B7/3
2.4 m lintel sag
0.09 85 5 6 15 26 27 0 39 1 3.6 B1/4 0
B8/1
2.4 m lintel sag
0.084 85 5 6 15 29 36 0 46 0.6 3 B7/3 0
B9/1 1.8 m lintel 0.085 85 5 6 25 27 27 1 77 4.8 3 B9/2 65 1.69 0.1 1.7 0.1
B9/2 2.4 m lintel 0.202 85 5 6 25 65 56 9 77 4.8 3 B9/3 65 1.7 0.1 1.7 0.1
B9/3 2.4 m lintel 0.18 85 5 6 25 65 56 9 67 4 3 B9/4 35 1.38 0.07 1.56 0.06
B9/4 1.8 m lintel 0.086 85 5 6 25 35 33 2 73 3.2 3 B9/5 44 1.58 0.08 1.58 0.08
B9/5 1.8 m lintel 0.133 85 5 6 25 44 40 4 55 3.2 3 B9/6 17 0.99 0.05 0.99 0.05
B9/6
2.4 m lintel sag
0.094 85 5 6 10 44 37 7 46 1.2 3 B9/7 10 4.55 7.88
B9/7
2.4 m lintel sag
0.074 95 5 6 10 31 32 0 43 1 3 B9/8 0
B9/8 1.8 m lintel 0.007 95 5 6 15 0 0 0 58 6 3 B9/9 28 1.06 0.07 1.07 0.07
B9/9 1.8 m lintel 0.085 95 5 6 25 28 26 2 58 3 3 B9/10 16 1.07 0.04 1.07 0.04
B9/10
2.4 m lintel sag
0.115 85 5 6 10 41 43 0 50 0.4 3 B1/13 0
BA/1 GSIP 600x600 IAD 0.052 75 5 6 25 16 16 0 0
BA/2 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0
BA/3 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BA/4 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BA/5 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0
BA/6 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BA/7 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0
BA/8 GSIP 600x600 IAD 0.03 75 5 6 25 10 10 0 0
BA/9 GSIP 600x600 IAD 0.03 75 5 6 25 10 10 0 0
BA/10 JP 0 5 6 0 0 0 0
BD/1 GSIP 600x600 IAD 0.047 75 5 6 25 15 15 0 0
BD/2 GSIP 600x600 IAD 0.032 75 5 6 25 10 10 0 0
BD/3 GSIP 600x600 IAD 0.032 75 5 6 25 10 10 0 0
BD/4 GSIP 600x600 IAD 0.032 75 5 6 15 10 10 0 0
BD/5 JP 0 5 6 0 0 0 0
BE/1 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0
BE/2 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BE/3 GSIP 600x600 IAD 0.034 75 5 6 25 11 11 0 0
BE/4 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0
BE/5 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0
BE/6 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0
BE/7 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0
BE/8 JP 0 5 6 0 0 0 0
BE/9 JP 0 5 6 0 0 0 0
BF/1 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0
BG/1 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0
BG/2 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0
BG/3 BYPASS NODE 0.045 75 5 6 25 14 14 0 0
BG/4 GSIP 600x600 IAD 0.037 75 5 6 25 12 12 0 0
BG/5 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0
BG/6 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0
BG/7 JP 0 5 6 0 0 0 0
BG/8 JP 0 5 6 0 0 0 0
BH/1 GSIP 600x600 IAD 0.046 75 5 6 15 14 14 0 0
BH/2 GSIP 600x600 IAD 0.046 75 5 6 25 15 15 0 0
BH/3 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0
BH/4 JP 0 5 6 0 0 0 0
BJ/3 GSIP 600x600 IAD 0.04 75 5 6 25 13 13 0 0
BJ/4 GSIP 600x600 IAD 0.03 75 5 6 25 10 10 0 0
BJ/5 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BJ/6 GSIP 600x600 IAD 0.03 75 5 6 25 9 9 0 0
BJ/7 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BJ/8 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0
BJ/9 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BJ/10 GSIP 600x600 IAD 0.03 75 5 6 15 9 9 0 0
BJ/11 GSIP 600x600 IAD 0.038 75 5 6 25 12 12 0 0
BJ/12 GSIP 600x600 IAD 0.045 75 5 6 25 14 14 0 0
HYDROLOGY NOTES:
1. STORMWATER SYSTEM DESIGNED USING 12D
DYNAMIC (ILSAX) SYSTEM.
2. BP LINES ARE DUMMY PITS AND ARE USED
TO MORE ACCURATELY DETERMINE
APPROACH FLOWS AT UPSTREAM PITS AND
SAG LOCATIONS. RESULTS ON THESE
DUMMY LINES MAY NOT BE VALID/RELEVANT.
3. MAXIMUM FLOW WIDTHS OF 2.5m IN
GUTTERS HAVE GENERALLY BEEN ADOPTED
4. CONTINUATION OF HYDROLOGIC TABLE
REFER TO CC532
DRAINAGE SYSTEM B
CADDENS HILL
STAGE 5
DRAINAGE CALCULATIONS
110358/CC528 A
110358CC528
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
2:2
2 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
28
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
FOR CONTINUATION REFER CC527
DESIGN STORM 1:5yr ARI HYDRAULIC RESULTS
PIPE PIPE PIPE PIPE PIPE CRITICAL PEAK CAPACITY PEAK PIPE PIPE PIPE U/S PIT D/S PIT PIT LOSS WSE LOSS U/S PIPE D/S PIPE HGL MINIMUM MINIMUM COMMENTS
NAME DIAMETER TYPE LENGTH GRADE STORM FLOW RATIO VELOCITY U/S IL D/S IL D/S DROP Ku Kw
(Ku.V'head) (Kw.V'head)
HGL HGL GRADE COVER FREEBOARD
(-) (mm) (-) (m) (%) (min) (L/s) (-) (m/s) (m) (m) (m) (-) (-) (m) (m) (m) (m) (%) (m) (m)
A10/3 to A10/4 375 RRJ2 53.1 1 25 90 0.48 1.36 62.511 61.98 0.03 7 7 0.22 0.22 62.703 62.238 0.88 1.24 1.468
A10/4 to A10/5 375 RRJ2 27.43 1 25 135 0.71 1.65 61.95 61.675 0.03 0.93 0.93 0.12 0.12 62.238 61.909 1.2 1.25 1.395
A10/5 to A10/6 375 RRJ2 23.67 1.44 25 138 0.6 2.04 61.645 61.304 0.089 0.31 0.31 0.06 0.06 61.876 61.514 1.53 1.1 1.478
A10/6 to A10/7 375 RRJ2 21.32 4.04 25 164 0.43 3.09 61.214 60.353 0.114 7 7 0.3 0.3 61.406 60.525 4.13 1.1 1.357
A10/7 to A10/8 375 RRJ2 19.45 4.22 25 221 0.57 2.89 60.239 59.419 0.088 9.7 9.7 0.71 0.71 60.48 60.01 2.42 1.1 1.29
A10/8 to A10/9 375 RRJ3 28.23 5 25 335 0.79 3.1 59.331 57.92 0.03 0.71 0.71 0.31 0.31 60.01 58.859 4.08 0.95 0.84
A10/9 to A10/10 525 RRJ3 18.61 1 25 448 0.96 2.07 57.89 57.704 0.05 0.5 0.5 0.1 0.1 58.859 58.588 1.46 0.73 0.472
A10/10 to A10/11 825 RRJ2 4.35 1 25 954 0.61 1.78 57.654 57.61 0.05 0.61 0.61 0.1 0.1 58.588 58.474 2.62 0.61 0.431
A10/11 to A10/12 825 RRJ2 6.01 1 25 954 0.61 1.79 57.56 57.5 0.5 0.5 0.08 0.08 58.474 58.37 1.73 -0.1 0.614
A11/1 to A10/4 375 RRJ2 12.38 1 25 28 0.15 0.86 62.24 62.116 0.167 4.5 4.5 0.17 0.17 62.392 62.238 1.24 1.1 1.307
A12/1 to A10/6 375 RRJ2 10.61 1 25 20 0.1 0.65 61.37 61.264 0.05 4.5 4.5 0.1 0.1 61.494 61.406 0.83 1.1 1.329
A13/1 to A10/9 375 RRJ2 11.48 1 25 45 0.24 0.41 58.055 57.94 0.05 4.5 4.5 0.04 0.04 58.884 58.859 0.22 1.06 0.626
A14/7 to A10/10 1200x450 Box Culvert 10.51 1 25 499 0.37 0.92 57.809 57.704 0.05 1.28 1.34 0.05 0.05 58.654 58.588 0.63 0.83 0.367
A8/1 to A8/2 375 RRJ2 10.56 1.58 25 65 0.27 1.34 61.694 61.528 0.05 2.08 2.08 0.19 0.19 61.9 61.662 2.25 1.1 1.275
A8/2 to A8/3 375 RRJ2 29.37 3.4 25 75 0.21 2.38 61.478 60.479 0.174 1.24 1.25 0.35 0.36 61.605 60.596 3.44 1.1 1.353
A8/3 to A10/8 375 RRJ2 14.65 5.15 25 158 0.37 3.18 60.305 59.55 0.219 0.77 0.77 0.37 0.37 60.471 60.01 3.15 1.11 1.301
A9/1 to A8/3 375 RRJ2 9.28 2.7 25 47 0.15 1.24 60.605 60.355 0.05 7.38 7.38 0.47 0.47 60.795 60.471 3.49 1.1 1.307
AD/1 to AD/2 150 uPVC 12.5 4.96 25 15 0.33 1.66 65.238 64.617 0.052 4.5 4.5 0.63 0.63 65.307 64.725 4.66 0.6 0.707
AD/2 to AD/3 150 uPVC 7.8 4.52 25 25 0.59 1.75 64.565 64.213 0.057 9.24 9.24 0.3 0.3 64.725 64.296 5.5 0.6 0.62
AD/3 to AD/4 150 uPVC 10.95 4.34 25 25 0.6 2.34 64.156 63.681 0.097 0.24 0.24 0.07 0.07 64.247 63.765 4.4 0.6 0.699
AD/4 to AD/5 225 uPVC 18.81 4.25 25 39 0.32 2.59 63.584 62.784 0.737 9.7 9.7 0.45 0.45 63.678 62.872 4.29 0.6 0.754
AD/5 to A8/1 375 RRJ2 6.06 3.09 25 39 0.12 1.37 62.048 61.861 0.166 2.09 3.24 0.2 0.31 62.188 61.947 3.98 1.1 1.396
AE/1 to AE/2 150 uPVC 10 2.68 25 14 0.42 1.1 62.303 62.035 0.03 4.5 4.5 0.28 0.28 62.423 62.216 2.07 0.6 0.646
AE/2 to AE/3 150 uPVC 12.5 2.7 25 25 0.77 1.6 62.005 61.667 0.102 9.7 9.7 0.26 0.26 62.216 61.765 3.61 0.6 0.558
AE/3 to AE/4 225 uPVC 12.5 3.29 25 39 0.37 2.24 61.565 61.153 0.072 9.7 9.7 0.29 0.29 61.678 61.248 3.44 0.6 0.728
AE/4 to AE/5 225 uPVC 10 6.38 25 54 0.36 2.6 61.081 60.443 0.049 1.38 1.38 0.46 0.46 61.22 60.537 6.83 0.6 0.73
AE/5 to AE/6 225 uPVC 13.68 9.6 25 65 0.36 3.67 60.395 59.081 0.899 1.01 1.01 0.67 0.67 60.507 59.174 9.74 0.6 0.745
AE/6 to A10/9 375 RRJ2 6 2.85 25 64 0.2 0.58 58.181 58.01 0.121 2.09 3.24 0.03 0.05 58.89 58.859 0.52 1.1 0.898
AK/1 to A9/1 375 RRJ2 7.1 3.45 25 11 0.03 1.14 61.052 60.807 0.201 4.5 4.5 0.31 0.31 61.118 60.852 3.75 1.1 1.544
AL/1 to A10/7 375 RRJ2 9.75 7.34 25 9 0.02 1.32 61.005 60.289 0.05 4.5 4.5 0.4 0.4 61.04 60.48 5.74 1.1 1.715
BPA8/1 to BPA8/2 2 No Flow 5.43 1 10 0 0 0 62.775 62.72 0 0 0 0 62.775 62.721 0.99 0.6 0.447
BPA9/1 to BPA9/2 2 No Flow 7.72 1 10 0 0 0 62.882 62.804 0 0 0 0 62.882 62.804 1.01 0.6 0.448
DRAINAGE SYSTEM A
BJ/12 to BJ/13 225 uPVC 17.35 13.34 25 158 0.74 5.03 49.342 47.027 2.304 0.66 0.66 0.73 0.73 49.541 47.171 13.66 0.6 0.692
BJ/13 to BJ/14 375 RRJ2 7.41 3 25 158 0.48 1.8 44.722 44.5 2.09 3.24 0.31 0.5 45.103 44.683 5.67 0.59 2.665
BPB1/1 to BPB1/2 2 No Flow 5.12 1 10 0 0 0 63.882 63.831 0 0 0 0 63.882 63.831 1 0.6 0.448
BPB10/1 to BPB10/2 2 No Flow 6.19 1 10 0 0 0 53.3 53.238 0 0 0 0 53.3 53.239 0.99 0.6 0.447
BPB2/1 to BPB2/2 2 No Flow 5.01 1 10 0 0 0 62.748 62.698 0 0 0 0 62.748 62.698 1 0.6 0.448
BPB3/1 to BPB3/2 2 No Flow 5.34 1 10 0 0 0 62.399 62.346 0 0 0 0 62.399 62.346 0.99 0.6 0.447
BPB4/1 to BPB4/2 2 No Flow 5.34 1 10 0 0 0 62.428 62.374 0 0 0 0 62.428 62.374 1.01 0.6 0.448
BPB8/1 to BPB8/2 2 No Flow 5.15 1 10 0 0 0 58.421 58.37 0 0 0 0 58.421 58.37 0.99 0.6 0.448
BPB9/1 to BPB9/2 2 No Flow 5.57 1 10 0 0 0 54.014 53.959 0 0 0 0 54.014 53.959 0.99 0.6 0.447
DESIGN STORM 1:5yr ARI HYDRAULIC RESULTS
PIPE PIPE PIPE PIPE PIPE CRITICAL PEAK CAPACITY PEAK PIPE PIPE PIPE U/S PIT D/S PIT PIT LOSS WSE LOSS U/S PIPE D/S PIPE HGL MINIMUM MINIMUM COMMENTS
NAME DIAMETER TYPE LENGTH GRADE STORM FLOW RATIO VELOCITY U/S IL D/S IL D/S DROP Ku Kw
(Ku.V'head) (Kw.V'head)
HGL HGL GRADE COVER FREEBOARD
(-) (mm) (-) (m) (%) (min) (L/s) (-) (m/s) (m) (m) (m) (-) (-) (m) (m) (m) (m) (%) (m) (m)
DRAINAGE SYSTEM B
CADDENS HILL
STAGE 5
DRAINAGE CALCULATIONS
110358/CC529 A
110358CC529
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
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ISSUED FOR CONSTRUCTION APPROVAL
FOR CONTINUATION REFER CC530
DESIGN STORM 1:5yr ARI HYDRAULIC RESULTS
PIPE PIPE PIPE PIPE PIPE CRITICAL PEAK CAPACITY PEAK PIPE PIPE PIPE U/S PIT D/S PIT PIT LOSS WSE LOSS U/S PIPE D/S PIPE HGL MINIMUM MINIMUM COMMENTS
NAME DIAMETER TYPE LENGTH GRADE STORM FLOW RATIO VELOCITY U/S IL D/S IL D/S DROP Ku Kw
(Ku.V'head) (Kw.V'head)
HGL HGL GRADE COVER FREEBOARD
(-) (mm) (-) (m) (%) (min) (L/s) (-) (m/s) (m) (m) (m) (-) (-) (m) (m) (m) (m) (%) (m) (m)
B1/1 to B1/2 375 RRJ2 20 2.47 15 10 0.03 0.96 62.582 62.087 0.068 4.5 4.5 0.21 0.21 62.629 62.217 2.06 1.1 1.497
B1/2 to B1/3 375 RRJ2 22.27 2.51 25 111 0.37 2.16 62.019 61.461 0.08 1.34 1.43 0.32 0.34 62.217 61.619 2.69 1.1 1.347
B1/3 to B1/4 375 RRJ2 27.43 2.52 25 131 0.43 2.51 61.381 60.689 0.214 0.48 0.48 0.14 0.14 61.566 60.861 2.57 1.1 1.371
B1/4 to B1/5 375 RRJ2 46.5 2.34 25 248 0.85 2.41 60.474 59.384 0.05 0.27 0.27 0.08 0.08 60.759 59.997 1.64 1.11 1.405
B1/5 to B1/6 450 RRJ2 8.17 1 25 282 0.91 1.91 59.334 59.253 0.05 1.78 2.24 0.3 0.36 59.997 59.591 4.97 1.12 0.89
B1/6 to B1/7 450 RRJ2 15.09 2.91 25 346 0.66 3.02 59.203 58.763 0.285 9.7 9.7 0.4 0.4 59.548 59.185 2.41 1.1 1.303
B1/7 to B1/8 450 RRJ2 22.93 4.57 25 479 0.72 3.45 58.478 57.431 0.129 1.41 1.49 0.7 0.74 59.185 57.715 6.41 1.1 0.959
B1/8 to B1/9 450 RRJ2 54.51 5.09 25 529 0.76 4.56 57.302 54.528 0.129 0.45 0.45 0.44 0.44 57.597 55.121 4.54 1.1 1.361
B1/9 to B1/10 450 RRJ2 34.48 4.95 25 590 0.86 4.25 54.399 52.692 0.203 7 7 0.75 0.75 55.121 53.013 6.11 1.1 0.935
B1/10 to B1/11 525 RRJ2 26.94 4.84 25 694 0.68 4.28 52.488 51.183 0.215 0.59 0.59 0.47 0.47 52.943 51.5 5.36 1.1 1.276
B1/11 to B1/12 525 RRJ2 46.76 4.76 25 738 0.73 3.9 50.968 48.742 0.05 7 7 0.46 0.46 51.3 49.717 3.39 1.1 1.484
B1/12 to B1/13 600 RRJ2 21.39 1.31 25 867 1.14 3.07 48.692 48.412 0.877 9.7 9.7 0.28 0.28 49.717 49.178 2.52 1.1 0.726
B1/13 to B1/14 750 RRJ2 3.25 1 25 1435 1.19 3.25 47.534 47.502 0.03 2.06 2.54 0.87 1.06 49.178 48.551 19.3 1.9 0.927
B1/14 to B1/15 750 RRJ2 5.53 5 25 1817 0.67 4.15 47.472 47.195 1 0.5 0.5 0.44 0.44 48.551 48.356 3.52 0.94 1.673
B1/15 to B1/16 750 RRJ2 6.01 5 25 2087 0.77 4.75 46.195 45.895 0.863 2.09 2.64 1.75 2.21 48.356 47.194 19.34 1.1 0.464
B1/16 to B1/17 750 RRJ2 3.16 1 25 1822 1.51 4.12 45.032 45 1.62 1.81 1.08 1.18 47.194 45.75 45.67 0.47 0.488
B10/1 to B9/2 375 RRJ2 8.58 1.07 15 23 0.12 0.7 56.864 56.772 0.199 9.7 9.7 0.22 0.22 57.035 56.859 2.05 1.1 1.299
B11/1 to B9/3 375 RRJ2 8.38 1 25 15 0.08 0.63 54.632 54.549 0.146 9.7 9.7 0.16 0.16 54.763 54.713 0.6 1.1 1.333
B13/1 to B9/8 375 RRJ2 9.71 2.31 15 11 0.04 0.98 52.072 51.848 0.492 4.5 4.5 0.22 0.22 52.141 51.897 2.51 1.1 1.422
B14/1 to B9/9 375 RRJ2 9.71 1.47 25 32 0.14 0.85 49.094 48.951 0.412 4.5 4.5 0.17 0.17 49.585 49.583 0.02 1.1 0.987
B2/5 to B2/6 375 RRJ2 14.44 1 25 203 1.07 1.83 58.804 58.659 0.05 9.7 9.7 0.18 0.18 59.625 59.341 1.97 1.34 0.961
B2/6 to B1/7 375 RRJ2 8.1 1 25 217 1.14 1.96 58.609 58.528 0.05 0.47 0.47 0.09 0.09 59.341 59.185 1.93 1.23 0.853
B3/1 to B1/3 375 RRJ2 8.05 1 25 15 0.08 0.64 61.511 61.431 0.05 4.5 4.5 0.09 0.09 61.624 61.566 0.72 1.1 1.338
B5/1 to B1/9 375 RRJ2 9.31 2.01 25 25 0.09 0.95 54.823 54.636 0.238 4.5 4.5 0.21 0.21 55.128 55.121 0.08 1.1 1.181
B6/1 to B1/11 375 RRJ2 10.89 2.81 15 14 0.05 1.16 51.677 51.372 0.403 4.5 4.5 0.31 0.31 51.751 51.426 2.99 1.1 1.427
B7/1 to B7/2 375 RRJ2 8.13 1 25 29 0.15 0.83 61.235 61.153 0.06 4.5 4.5 0.16 0.16 61.403 61.253 1.85 1.1 1.284
B7/2 to B7/3 375 RRJ2 24.84 1.51 15 62 0.26 1.26 61.094 60.719 0.05 7 4.28 0.29 0.3 61.234 60.994 0.97 1.1 1.425
B7/3 to B1/4 375 RRJ2 14.42 1 25 120 0.63 1.4 60.669 60.524 0.05 1.56 1.56 0.16 0.16 60.994 60.759 1.63 1.34 1.252
B8/1 to B7/3 375 RRJ2 8 1 25 34 0.18 0.67 60.823 60.743 0.075 4.5 4.5 0.1 0.1 61.049 60.994 0.69 1.1 1.212
B9/1 to B9/2 375 RRJ2 56.59 4.54 25 68 0.17 2.62 59.32 56.75 0.176 2.18 2.57 0.76 0.9 59.429 56.853 4.55 1.1 1.459
B9/2 to B9/3 375 RRJ2 47.01 4.38 25 144 0.36 3.07 56.573 54.516 0.113 1.91 1.91 0.87 0.87 56.744 54.713 4.32 1.1 1.443
B9/3 to B9/4 375 RRJ2 22.47 3.03 25 249 0.75 2.49 54.402 53.721 0.055 6.79 6.79 0.47 0.47 54.713 54.198 2.29 1.1 1.282
B9/4 to B9/5 375 RRJ2 35.18 2.93 25 240 0.74 2.81 53.666 52.634 0.102 0.82 0.82 0.32 0.32 54.198 53.493 2 1.1 1.016
B9/5 to B9/6 375 RRJ2 17.66 2.48 25 270 0.9 2.45 52.532 52.094 0.05 7 7 0.37 0.37 53.493 52.969 2.97 1.1 0.613
B9/6 to B9/7 450 RRJ2 8 1 25 301 0.98 1.89 52.044 51.964 0.05 2.14 2.68 0.32 0.38 52.969 52.574 4.94 1.15 0.644
B9/7 to B9/8 450 RRJ2 15.21 1 25 331 1.07 2.13 51.914 51.762 0.406 1.06 1.08 0.23 0.24 52.574 52.158 2.74 1.23 1.038
B9/8 to B9/9 450 RRJ2 49.58 5.58 25 340 0.47 2.69 51.356 48.589 0.05 1.77 2.08 0.6 0.67 51.572 49.583 4.01 1.1 1.688
B9/9 to B9/10 525 RRJ2 12.22 1 25 380 0.82 1.76 48.539 48.417 0.05 9.7 9.7 0.19 0.19 49.583 49.383 1.64 1.3 0.801
B9/10 to B1/13 525 RRJ2 8 1 25 437 0.94 2.02 48.367 48.287 0.753 1.18 1.2 0.19 0.2 49.383 49.178 2.56 1.24 0.721
BA/1 to BA/2 225 uPVC 12.5 1 25 16 0.28 0.73 63.994 63.869 0.03 4.5 4.5 0.12 0.12 64.126 63.995 1.05 0.6 0.699
BA/2 to BA/3 225 uPVC 12.5 1 25 28 0.48 0.92 63.839 63.714 0.03 9.7 9.7 0.12 0.12 63.995 63.886 0.87 0.63 0.7
BA/3 to BA/4 225 uPVC 12.5 1 25 39 0.68 1.24 63.684 63.559 0.032 9.7 9.7 0.12 0.12 63.886 63.694 1.54 0.65 0.68
BA/4 to BA/5 300 uPVC 10 1 25 51 0.4 1.53 63.526 63.426 0.03 9.7 9.7 0.1 0.1 63.66 63.595 0.65 0.6 0.777
BA/5 to BA/6 300 uPVC 12.5 1 25 60 0.47 1.27 63.396 63.271 0.03 9.7 9.7 0.1 0.1 63.595 63.533 0.5 0.62 0.736
BA/6 to BA/7 300 uPVC 10 1 25 71 0.56 1.15 63.241 63.141 0.03 9.7 9.7 0.11 0.11 63.533 63.456 0.77 0.65 0.669
BA/7 to BA/8 300 uPVC 1.5 1 25 80 0.63 1.12 63.111 63.096 0.05 9.7 9.7 0.05 0.05 63.456 63.404 3.47 0.67 0.646
BA/8 to BA/9 300 uPVC 13.5 1 25 88 0.7 1.31 63.046 62.911 0.03 2.14 2.66 0.18 0.22 63.404 63.156 1.84 0.7 0.647
BA/9 to BA/10 300 uPVC 15 1 25 97 0.77 1.63 62.881 62.731 0.319 6.98 6.98 0.09 0.09 63.156 62.929 1.51 0.81 0.838
BA/10 to B1/2 375 RRJ2 5.19 3.12 25 97 0.29 2.11 62.413 62.251 0.232 0 0 0 0 62.604 62.389 4.15 1.1 1.341
BD/1 to BD/2 150 uPVC 10 5.1 25 15 0.33 1.61 62.925 62.415 0.059 4.5 4.5 0.59 0.59 63.02 62.474 5.46 0.6 0.682
BD/2 to BD/3 150 uPVC 10 4.9 90 30 0.68 2.08 62.356 61.866 0.04 1.99 1.99 0.36 0.36 62.464 62.136 3.28 0.6 0.677
BD/3 to BD/4 150 uPVC 10 4.91 120 35 0.79 2.16 61.825 61.334 0.049 9.44 9.44 0.33 0.33 62.136 61.696 4.4 0.6 0.466
BD/4 to BD/5 150 uPVC 15 5.02 25 42 0.95 2.54 61.285 60.532 0.821 9.7 9.7 0.35 0.35 61.696 60.649 6.98 0.6 0.366
BD/5 to B9/1 375 RRJ2 4.78 2.82 25 42 0.13 1.28 59.711 59.576 0.255 2.09 3.24 0.18 0.27 59.872 59.668 4.27 1.1 1.379
BE/1 to BE/2 150 uPVC 12.5 4.67 25 14 0.33 1.65 59.484 58.901 0.045 4.5 4.5 0.62 0.62 59.571 58.96 4.89 0.6 0.688
BE/2 to BE/3 150 uPVC 11.5 4.63 20 26 0.61 1.99 58.856 58.323 0.045 2.01 2.01 0.37 0.37 58.952 58.571 3.31 0.6 0.678
BE/3 to BE/4 150 uPVC 12.5 4.66 25 36 0.83 2.23 58.277 57.694 0.12 1.52 1.52 0.32 0.32 58.571 57.799 6.18 0.6 0.482
BE/4 to BE/5 225 uPVC 10 4.57 25 47 0.38 2.92 57.574 57.116 0.045 7 7 0.23 0.23 57.669 57.213 4.56 0.6 0.754
BE/5 to BE/6 225 uPVC 12.5 4.67 25 56 0.45 2.54 57.071 56.488 0.045 0.98 0.98 0.31 0.31 57.213 56.593 4.96 0.6 0.708
BE/6 to BE/7 225 uPVC 10 4.57 25 68 0.54 2.08 56.443 55.985 0.045 7 7 0.23 0.23 56.561 56.293 2.68 0.6 0.732
BE/7 to BE/8 225 uPVC 1.5 1.5 25 78 1.09 1.97 55.94 55.917 0.798 0.75 0.75 0.13 0.13 56.293 56.131 10.8 0.6 0.496
BE/8 to BE/9 225 uPVC 30.25 4 25 77 0.66 2.64 55.12 53.91 0.702 2.08 2.62 0.68 0.82 55.297 54.043 4.15 0.6 1.418
BE/9 to B1/10 375 RRJ2 6.26 4.62 25 77 0.19 1.75 53.207 52.918 0.43 2.09 3.24 0.33 0.5 53.412 53.028 6.14 1.1 1.357
BF/1 to BG/7 150 uPVC 11 1 25 12 0.58 0.79 51.998 51.888 0.653 4.5 4.5 0.14 0.14 52.152 51.971 1.65 0.6 0.585
BG/1 to BG/2 150 uPVC 12.5 4.43 25 14 0.34 1.6 55.259 54.705 0.12 4.5 4.5 0.59 0.59 55.348 54.765 4.66 0.6 0.69
BG/2 to BG/3 225 uPVC 15 4.24 25 26 0.22 2.23 54.586 53.949 0.03 1.23 1.23 0.3 0.3 54.665 54.02 4.3 0.6 0.776
BG/3 to BG/4 225 uPVC 12.5 3.89 25 40 0.35 2.14 53.919 53.434 0.034 1.64 1.64 0.38 0.38 54.014 53.558 3.65 0.6 0.757
BG/4 to BG/5 225 uPVC 10 4.27 25 52 0.43 2.17 53.4 52.973 0.07 1.26 1.26 0.29 0.29 53.558 53.076 4.82 0.6 0.687
BG/5 to BG/6 225 uPVC 10 4.95 25 61 0.47 1.93 52.903 52.408 0.03 7 7 0.2 0.2 53.012 52.713 2.99 0.6 0.763
BG/6 to BG/7 225 uPVC 1.5 1.25 25 71 1.08 1.79 52.378 52.359 1.124 0.81 0.81 0.11 0.11 52.713 52.569 9.6 0.6 0.519
BG/7 to BG/8 225 uPVC 30.25 4 25 82 0.7 2.64 51.235 50.025 0.702 2.08 2.61 0.68 0.82 51.426 50.164 4.17 0.6 1.736
BG/8 to B1/12 375 RRJ2 5.5 3.17 25 82 0.24 1.46 49.323 49.149 0.456 2.09 3.24 0.23 0.35 49.766 49.717 0.89 1.1 1.103
BH/1 to BH/2 150 uPVC 14.77 1.38 25 14 0.6 0.98 60.326 60.123 0.395 4.5 4.5 0.22 0.22 60.481 60.207 1.86 0.6 0.604
BH/2 to BH/3 150 uPVC 14.83 4 25 28 0.71 1.95 59.728 59.135 0.058 9.16 3.44 0.45 0.49 59.871 59.229 4.33 0.6 0.997
BH/3 to BH/4 225 uPVC 15.43 3.63 25 43 0.38 2.49 59.077 58.518 0.734 9.7 9.7 0.32 0.32 59.183 58.614 3.69 0.6 0.739
BH/4 to B1/8 375 RRJ2 4.79 2.87 25 43 0.13 1.29 57.784 57.647 0.345 2.09 3.24 0.18 0.28 57.945 57.739 4.3 1.1 1.376
BJ/3 to BJ/4 225 uPVC 10 5.95 25 70 0.49 2.64 57.439 56.845 0.064 1.08 1.08 0.36 0.36 57.617 56.956 6.61 0.6 0.714
BJ/4 to BJ/5 225 uPVC 12.5 6.6 25 79 0.53 3.27 56.78 55.955 0.04 0.77 0.77 0.42 0.42 56.897 56.137 6.08 0.6 0.766
BJ/5 to BJ/6 225 uPVC 10 6.69 25 92 0.61 2.9 55.915 55.246 0.081 0.87 0.87 0.35 0.35 56.137 55.379 7.58 0.6 0.639
BJ/6 to BJ/7 225 uPVC 12.5 6.59 25 112 0.75 3.55 55.166 54.342 0.087 0.7 0.7 0.42 0.42 55.379 54.569 6.48 0.6 0.681
BJ/7 to BJ/8 225 uPVC 10 6.5 120 122 0.82 3.65 54.255 53.605 0.069 0.77 0.77 0.42 0.42 54.569 53.935 6.34 0.6 0.6
BJ/8 to BJ/9 225 uPVC 12.5 7.04 25 142 0.92 3.81 53.536 52.656 0.035 0.62 0.62 0.41 0.41 53.935 53.079 6.85 0.6 0.498
BJ/9 to BJ/10 225 uPVC 10 6.88 20 136 0.89 3.83 52.621 51.934 0.074 0.63 0.63 0.4 0.4 53.079 52.369 7.1 0.6 0.407
BJ/10 to BJ/11 225 uPVC 12.5 6.46 20 148 1 3.78 51.86 51.052 0.037 0.58 0.58 0.35 0.35 52.369 51.467 7.22 0.6 0.382
BJ/11 to BJ/12 225 uPVC 15 10.3 25 146 0.78 4.28 51.015 49.47 0.128 0.63 0.63 0.53 0.53 51.467 49.619 12.32 0.6 0.413
BJ/12 to BJ/13 225 uPVC 17.35 13.34 25 158 0.74 5.03 49.342 47.027 2.304 0.66 0.66 0.73 0.73 49.541 47.171 13.66 0.6 0.692
DRAINAGE SYSTEM B
CADDENS HILL
STAGE 5
DRAINAGE CALCULATIONS
110358/CC530 A
110358CC530
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
3:0
3 P
M F
ile
N
am
e: J:\1
10
35
8 - O
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nn
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an
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4 - S
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C\S
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\1
10
35
8C
C5
30
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
FOR CONTINUATION REFER CC529
DESIGN STORM 1:100yr ARI HYDROLOGIC RESULTS
PIT PIT CATCHMENT PERCENT Tc Tc CRITICAL APPROACH CAPTURED UNCAPTURED GRATE ROAD ROAD BYPASS BYPASS CHANNEL COMMENTS
NAME TYPE AREA IMPERVIOUS IMP PERV STORM FLOW FLOW FLOW DEPTH GRADE CROSSFALL PIT FLOW U/S FLOW WIDTH U/S VxD
D/S FLOW
WIDTH
D/S VxD
(-) (-) (Ha) (%) (min) (min) (min) (L/s) (L/s) (L/s) (mm) (%) (%) (-) (L/s) (m) (m/s^2) (m) (m/s^2) (-)
A10/3 1.8 m lintel 0 6 6 15 44 30 14 85 1 3 A10/4 42 1.99 0.06 1.99 0.06
A10/4 1.8 m lintel 0.056 95 6 6 42 29 13 59 1 3 LOST 12 1.12 0.03 1.12 0.03
A10/5 1.8 m lintel 0 6 6 15 5 4 1 53 1 3 A10/6 14 0.91 0.04 1.52 0.02
A10/6 1.8 m lintel 0.025 95 6 6 15 14 11 3 71 3.7 3 A10/7 50 1.52 0.09 1.52 0.09
A10/7 1.8 m lintel 0.092 85 6 6 5 50 36 14 56 4.9 3.2 A10/8 22 0.99 0.06 2.45 0.03
A10/8 1.8 m lintel 0.053 95 6 6 15 78 46 130 99 4.6 3.4 A10/9 166 2.45 0.17 3.67 0.12
A10/9 1.8 m lintel 0.079 85 6 6 15 166 40 241 136 3.9 3 A10/10 255 3.67 0.17 6.8 0.15
A10/10
2.4 m lintel sag
0.044 95 6 6 438 230 200 205 0.4 3 A10/11 277 14.85 0.03 25.09 0.02
A10/11 GPT 0 6 6 277 0 0 141 0.4 1.8 LOST 225 3.86 0.14 3.86 0.14
A10/12 H.W. 0 0 0 0
A11/1 1.8 m lintel 0.088 85 6 6 15 76 45 31 88 1 3 A12/1 60 2.08 0.07 2.08 0.07
A12/1 1.8 m lintel 0.058 95 6 6 15 60 38 21 78 3.7 3 A13/1 82 1.75 0.13 1.87 0.12
A13/1 1.8 m lintel 0.123 85 6 6 15 82 52 30 81 4.6 3 A14/7 54 1.88 0.08 7.14 0.04
A14/7
2.4 m lintel sag
0.162 85 6 6 15 187 191 0 218 0.4 3 A10/10 188 11.88 0.02 24.86 0.01
A8/1 1.8 m lintel 0.09 85 6 6 15 49 33 16 87 3.1 3 A9/1 82 2.05 0.1 2.05 0.1
A8/2 1.8 m lintel 0 6 6 15 17 14 3 51 3.1 3 A8/3 16 0.87 0.05 0.87 0.05
A8/3 1.8 m lintel 0.024 95 6 6 5 16 12 3 38 5.3 2.9 A10/8 9 0.46 0.04 2.47 0.01
A9/1 2.4 m lintel 0.129 85 6 6 15 82 47 35 72 3.2 0.1 A10/8 47 1.57 0.08 2.47 0.07
BPA8/1 BYPASS NODE 0.032 85 6 6 15 17 0 0 55 3.1 3 A8/2 17 1.01 0.05 1.01 0.05
BPA8/2 BYPASS NODE 0 0 0 0
BPA9/1 BYPASS NODE 0.01 85 6 6 5 5 0 0 85 1.8 1 A10/5 5 2 0.02 0.91
BPA9/2 BYPASS NODE 0 0 0 0
HYDROLOGY NOTES:
1. STORMWATER SYSTEM DESIGNED USING 12D
DYNAMIC (ILSAX) SYSTEM.
2. BP LINES ARE DUMMY PITS AND ARE USED
TO MORE ACCURATELY DETERMINE
APPROACH FLOWS AT UPSTREAM PITS AND
SAG LOCATIONS. RESULTS ON THESE
DUMMY LINES MAY NOT BE VALID/RELEVANT.
3. MAXIMUM FLOW WIDTHS OF 2.5m IN
GUTTERS HAVE GENERALLY BEEN ADOPTED.
DRAINAGE SYSTEM A
CADDENS HILL
STAGE 5
DRAINAGE CALCULATIONS
110358/CC531 A
110358CC531
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
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d: 2
2 A
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01
7 6
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1 P
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ISSUED FOR CONSTRUCTION APPROVAL
100YR HYDROLOGY
DESIGN STORM 1:100yr ARI HYDROLOGIC RESULTS
PIT PIT CATCHMENT PERCENT Tc Tc CRITICAL APPROACH CAPTURED UNCAPTURED GRATE ROAD ROAD BYPASS BYPASS CHANNEL COMMENTS
NAME TYPE AREA IMPERVIOUS IMP PERV STORM FLOW FLOW FLOW DEPTH GRADE CROSSFALL PIT FLOW U/S FLOW WIDTH U/S VxD
D/S FLOW
WIDTH
D/S VxD
(-) (-) (Ha) (%) (min) (min) (min) (L/s) (L/s) (L/s) (mm) (%) (%) (-) (L/s) (m) (m/s^2) (m) (m/s^2) (-)
B1/1 1.8 m lintel 0 5 6 5 17 14 3 49 2.8 3 B1/2 12 0.79 0.04 0.79 0.04
B1/2 1.8 m lintel 0.016 95 5 6 5 12 9 2 49 2.8 3 B1/3 12 0.78 0.04 0.94 0.03
B1/3 1.8 m lintel 0.018 95 5 6 5 12 9 2 54 2.8 3 B8/1 19 0.99 0.05 2.56 0.02
B1/4 1.8 m lintel 0.008 95 5 6 5 0 0 0 87 2.8 3 B1/5 76 2.04 0.1 2.68 0.07
B1/5 1.8 m lintel 0.14 95 5 6 5 76 45 31 106 2.2 3 B2/4 91 2.69 0.08 4.97 0.07
B1/6 1.8 m lintel 0.047 95 5 6 5 27 21 6 51 2.2 3 B1/7 16 0.86 0.05 1.29 0.03
B1/7 1.8 m lintel 0.018 95 5 6 5 16 13 3 65 4 3 B1/8 38 1.29 0.08 2.11 0.05
B1/8 1.8 m lintel 0.065 85 5 6 5 38 28 10 89 5.3 3 B1/9 115 2.12 0.14 2.34 0.14
B1/9 1.8 m lintel 0.197 85 5 6 5 115 67 48 96 5.3 3 B1/10 148 2.34 0.16 2.34 0.16
B1/10 1.8 m lintel 0.125 85 5 6 5 148 72 76 88 5.3 3 B1/11 110 2.08 0.14 2.31 0.14
B1/11 1.8 m lintel 0.104 85 5 6 5 110 65 45 95 5.3 3 B1/12 138 2.31 0.15 3.21 0.15
B1/12 2.4 m lintel 0.18 85 5 6 5 138 82 56 122 3.4 3 B9/10 184 3.21 0.14 4.84 0.09
B1/13
3.0 m lintel sag
0.093 95 5 6 234 189 12 162 0.4 3 B1/14 12 7.48 10.88
B1/14 GPT 0 5 6 12 0 0 29 0.4 -1 B1/15 10 0.34 0.06 0.35 0.05
B1/15 JP 0 5 6 10 0 726 73 0.4 B1/16 58 1.58 0.14 1.51 0.12
B1/16 JP 0 5 6 58 0 0 71 LOST 23 1.53 0.04 1.53 0.04
B1/17 H.W. 0 0 0 0
B10/1 1.8 m lintel 0 5 6 5 40 29 10 61 4.8 3 B11/1 30 1.17 0.07 1.52 0.05
B11/1 1.8 m lintel 0.037 95 5 6 5 30 23 7 71 4.3 3 B9/7 42 1.54 0.07 3.13 0.06
B13/1 1.8 m lintel 0 5 6 5 19 15 4 59 4.8 3 B14/1 30 1.12 0.07 1.32 0.07
B14/1 1.8 m lintel 0.048 95 5 6 5 30 23 7 66 4.3 3 B1/13 21 1.42 0.04 4.48 0.04
B2/5
2.4 m lintel sag
0 5 6 5 274 144 128 153 0.1 3 B2/6 131 2.45 0.14 2.45 0.14
B2/6 1.8 m lintel 0.008 95 5 6 5 131 56 46 93 4 3 B5/1 130 2.23 0.15 2.23 0.15
B3/1 1.8 m lintel 0 5 6 5 26 20 6 72 2.8 3 B9/1 52 1.54 0.09 2.22 0.06
B5/1 1.8 m lintel 0.058 95 5 6 5 130 73 57 77 5.3 3 B6/1 68 1.69 0.11 1.69 0.11
B6/1 1.8 m lintel 0.047 95 5 6 5 68 43 25 69 5.3 3 B1/13 43 1.46 0.08 4.49 0.07
B7/1 1.8 m lintel 0 5 6 5 54 35 19 82 1.9 3 B8/1 47 1.86 0.07 2.56 0.05
B7/2 1.8 m lintel 0 5 6 5 61 38 23 87 1.9 3 B7/3 59 2.05 0.08 2.12 0.08
B7/3
2.4 m lintel sag
0.09 85 5 6 5 59 60 0 90 1 3.6 B1/4 0
B8/1
2.4 m lintel sag
0.084 85 5 6 5 66 75 0 103 0.6 3 B7/3 0
B9/1 1.8 m lintel 0.085 85 5 6 5 52 35 17 92 4.8 3 B9/2 123 2.22 0.14 2.4 0.13
B9/2 2.4 m lintel 0.202 85 5 6 5 123 70 54 98 4.8 3 B9/3 147 2.4 0.16 2.4 0.16
B9/3 2.4 m lintel 0.18 85 5 6 5 147 77 70 95 4 3 B9/4 114 2.3 0.13 2.38 0.12
B9/4 1.8 m lintel 0.086 85 5 6 5 114 65 49 97 3.2 3 B9/5 118 2.38 0.13 2.61 0.13
B9/5 1.8 m lintel 0.133 85 5 6 5 118 67 51 104 3.2 3 B9/6 140 2.62 0.14 3.1 0.12
B9/6
2.4 m lintel sag
0.094 85 5 6 5 177 96 77 119 1.2 3 B9/7 82 11.44 0.01 13.55 0.01
B9/7
2.4 m lintel sag
0.074 95 5 6 5 117 97 13 120 1 3 B9/8 16 0.76 0.05 0.99 0.04
B9/8 1.8 m lintel 0.007 95 5 6 5 16 12 3 68 6 3 B9/9 47 1.4 0.09 2.9 0.08
B9/9 1.8 m lintel 0.085 95 5 6 5 47 32 132 113 3 3 B9/10 153 2.9 0.13 4.84 0.07
B9/10
2.4 m lintel sag
0.115 85 5 6 5 327 174 154 175 0.4 3 B1/13 180 11.62 0.02 19.25 0.01
BPB1/1 BYPASS NODE 0.03 95 5 6 5 17 0 0 56 2.8 3 B1/1 17 0.99 0.05 0.99 0.05
BPB1/2 BYPASS NODE 0 0 0 0
BPB10/1 BYPASS NODE 0.034 95 5 6 5 19 0 0 53 4.6 3 B13/1 19 0.94 0.05 1.1 0.05
BPB10/2 BYPASS NODE 0 0 0 0
BPB2/1 BYPASS NODE 0.046 95 5 6 5 26 0 0 63 2.8 3 B3/1 26 1.24 0.06 1.52 0.05
BPB2/2 BYPASS NODE 0 0 0 0
BPB3/1 BYPASS NODE 0.1 85 5 6 5 54 0 0 83 1.9 3 B7/1 54 1.91 0.07 1.91 0.07
BPB3/2 BYPASS NODE 0 0 0 0
BPB4/1 BYPASS NODE 0.113 85 5 6 5 62 0 0 86 1.9 3 B7/2 61 2.02 0.08 2.04 0.08
BPB4/2 BYPASS NODE 0 0 0 0
BPB8/1 BYPASS NODE 0.07 95 5 6 5 40 0 0 66 4.8 3 B10/1 40 1.35 0.08 1.35 0.08
BPB8/2 BYPASS NODE 0 0 0 0
BPB9/1 BYPASS NODE 0.035 85 5 6 5 19 0 0 72 1.3 3 B9/6 47 1.56 0.08 3.1 0.08
BPB9/2 BYPASS NODE 0 0 0 0
HYDROLOGY NOTES:
1. STORMWATER SYSTEM DESIGNED USING 12D
DYNAMIC (ILSAX) SYSTEM.
2. BP LINES ARE DUMMY PITS AND ARE USED
TO MORE ACCURATELY DETERMINE
APPROACH FLOWS AT UPSTREAM PITS AND
SAG LOCATIONS. RESULTS ON THESE
DUMMY LINES MAY NOT BE VALID/RELEVANT.
3. MAXIMUM FLOW WIDTHS OF 2.5m IN
GUTTERS HAVE GENERALLY BEEN ADOPTED.
DRAINAGE SYSTEM B
CADDENS HILL
STAGE 5
DRAINAGE CALCULATIONS
110358/CC532 A
110358CC532
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
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3:3
9 P
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ile
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ISSUED FOR CONSTRUCTION APPROVAL
DESIGN STORM 1:100yr ARI HYDRAULIC RESULTS
PIPE PIPE PIPE PIPE PIPE CRITICAL PEAK CAPACITY PEAK PIPE PIPE PIPE U/S PIT D/S PIT PIT LOSS WSE LOSS U/S PIPE D/S PIPE HGL MINIMUM MINIMUM COMMENTS
NAME DIAMETER TYPE LENGTH GRADE STORM FLOW RATIO VELOCITY U/S IL D/S IL D/S DROP Ku Kw
(Ku.V'head) (Kw.V'head)
HGL HGL GRADE COVER FREEBOARD
(-) (mm) (-) (m) (%) (min) (L/s) (-) (m/s) (m) (m) (m) (-) (-) (m) (m) (m) (m) (%) (m) (m)
A10/3 to A10/4 375 RRJ2 53.1 1 15 111 0.59 1.34 62.511 61.98 0.03 7 7 0.28 0.28 62.726 62.463 0.5 1.24 1.446
A10/4 to A10/5 375 RRJ2 27.43 1 15 190 1 1.78 61.95 61.675 0.03 7 7 0.15 0.15 62.463 62.149 1.14 1.25 1.169
A10/5 to A10/6 375 RRJ2 23.67 1.44 20 198 0.87 2.11 61.645 61.304 0.089 0.32 0.32 0.07 0.07 62.149 61.927 0.94 1.1 1.205
A10/6 to A10/7 375 RRJ2 21.32 4.04 20 215 0.56 3.15 61.214 60.353 0.114 7 7 0.34 0.34 61.927 61.578 1.64 1.1 0.836
A10/7 to A10/8 375 RRJ2 19.45 4.22 20 255 0.65 2.8 60.239 59.419 0.088 9.7 9.7 0.77 0.77 61.578 60.949 3.23 1.1 0.192
A10/8 to A10/9 375 RRJ3 28.23 5 10 387 0.91 3.5 59.331 57.92 0.03 0.85 0.85 0.44 0.44 60.949 59.467 5.25 0.95 -0.099
A10/9 to A10/10 525 RRJ3 18.61 1 25 526 1.13 2.43 57.89 57.704 0.05 0.78 0.78 0.19 0.19 59.467 59.144 1.74 0.73 -0.136
A10/10 to A10/11 825 RRJ2 4.35 1 15 1246 0.8 2.33 57.654 57.61 0.05 1.19 1.19 0.3 0.3 59.144 58.842 6.94 0.61 0.004
A10/11 to A10/12 825 RRJ2 6.01 1 15 1246 0.8 2.33 57.56 57.5 0.5 0.5 0.14 0.14 58.842 58.66 3.03 -0.1 0.246
A11/1 to A10/4 375 RRJ2 12.38 1 20 46 0.24 0.89 62.24 62.116 0.167 4.5 4.5 0.18 0.18 62.509 62.463 0.37 1.1 1.19
A12/1 to A10/6 375 RRJ2 10.61 1 15 43 0.23 0.76 61.37 61.264 0.05 4.5 4.5 0.13 0.13 61.953 61.927 0.25 1.1 0.871
A13/1 to A10/9 375 RRJ2 11.48 1 5 53 0.28 0.48 58.055 57.94 0.05 4.5 4.5 0.05 0.05 59.519 59.467 0.45 1.06 0.008
A14/7 to A10/10 1200x450 Box Culvert 10.51 1 15 701 0.52 1.3 57.809 57.704 0.05 1.32 1.34 0.11 0.11 59.238 59.144 0.89 0.83 -0.218
A8/1 to A8/2 375 RRJ2 10.56 1.58 15 98 0.41 1.47 61.694 61.528 0.05 1.93 1.93 0.2 0.2 61.963 61.695 2.54 1.1 1.212
A8/2 to A8/3 375 RRJ2 29.37 3.4 10 114 0.33 2.54 61.478 60.479 0.174 1.2 1.21 0.39 0.4 61.629 61.181 1.53 1.1 1.33
A8/3 to A10/8 375 RRJ2 14.65 5.15 15 183 0.42 3.21 60.305 59.55 0.219 0.77 0.77 0.39 0.39 61.181 60.949 1.58 1.11 0.591
A9/1 to A8/3 375 RRJ2 9.28 2.7 5 64 0.21 1.27 60.605 60.355 0.05 9.7 9.7 0.49 0.49 61.261 61.181 0.86 1.1 0.841
BPA8/1 to BPA8/2 2 No Flow 5.43 1 5 0 0 0 62.775 62.72 0 0 0 0 62.775 62.721 0.99 0.6 0.447
BPA9/1 to BPA9/2 2 No Flow 7.72 1 5 0 0 0 62.882 62.804 0 0 0 0 62.882 62.804 1.01 0.6 0.448
DRAINAGE SYSTEM A
CADDENS HILL
STAGE 5
DRAINAGE CALCULATIONS
110358/CC533 A
110358CC533
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
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3:5
7 P
M F
ile
N
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e: J:\1
10
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ns\0
4 - S
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5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
33
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
DESIGN STORM 1:100yr ARI HYDRAULIC RESULTS
PIPE PIPE PIPE PIPE PIPE CRITICAL PEAK CAPACITY PEAK PIPE PIPE PIPE U/S PIT D/S PIT PIT LOSS WSE LOSS U/S PIPE D/S PIPE HGL MINIMUM MINIMUM COMMENTS
NAME DIAMETER TYPE LENGTH GRADE STORM FLOW RATIO VELOCITY U/S IL D/S IL D/S DROP Ku Kw
(Ku.V'head) (Kw.V'head)
HGL HGL GRADE COVER FREEBOARD
(-) (mm) (-) (m) (%) (min) (L/s) (-) (m/s) (m) (m) (m) (-) (-) (m) (m) (m) (m) (%) (m) (m)
B1/1 to B1/2 375 RRJ2 20 2.47 5 13 0.04 0.95 62.582 62.087 0.068 4.5 4.5 0.2 0.2 62.636 62.394 1.21 1.1 1.49
B1/2 to B1/3 375 RRJ2 22.27 2.51 15 197 0.65 2.23 62.019 61.461 0.08 1.39 1.49 0.35 0.37 62.394 62.151 1.09 1.1 1.169
B1/3 to B1/4 375 RRJ2 27.43 2.52 5 198 0.66 2.66 61.381 60.689 0.214 0.49 0.49 0.17 0.17 62.151 61.921 0.84 1.1 0.785
B1/4 to B1/5 375 RRJ2 46.5 2.34 20 300 1.03 2.72 60.474 59.384 0.05 0.49 0.49 0.14 0.14 61.921 60.675 2.68 1.11 0.244
B1/5 to B1/6 450 RRJ2 8.17 1 15 334 1.08 2.13 59.334 59.253 0.05 1.74 2.23 0.35 0.42 60.675 60.278 4.86 1.12 0.212
B1/6 to B1/7 450 RRJ2 15.09 2.91 5 385 0.73 3 59.203 58.763 0.285 9.7 9.7 0.46 0.46 60.278 59.98 1.97 1.1 0.574
B1/7 to B1/8 450 RRJ2 22.93 4.57 10 644 0.97 4.09 58.478 57.431 0.129 1.64 1.92 0.79 0.87 59.98 58.688 5.63 1.1 0.164
B1/8 to B1/9 450 RRJ2 54.51 5.09 10 666 0.96 4.6 57.302 54.528 0.129 0.51 0.51 0.52 0.52 58.688 56.151 4.65 1.1 0.27
B1/9 to B1/10 450 RRJ2 34.48 4.95 15 735 1.07 4.62 54.399 52.692 0.203 7 7 0.91 0.91 56.151 54.129 5.86 1.1 -0.096
B1/10 to B1/11 525 RRJ2 26.94 4.84 20 957 0.93 4.78 52.488 51.183 0.215 0.87 0.87 0.6 0.6 54.129 52.874 4.66 1.1 0.09
B1/11 to B1/12 525 RRJ2 46.76 4.76 20 949 0.93 4.38 50.968 48.742 0.05 7 7 0.6 0.6 52.874 50.564 4.94 1.1 -0.089
B1/12 to B1/13 600 RRJ2 21.39 1.31 60 1057 1.39 3.74 48.692 48.412 0.877 0.58 0.58 0.36 0.36 50.564 49.827 3.45 1.1 -0.122
B1/13 to B1/14 750 RRJ2 3.25 1 20 1716 1.42 3.88 47.534 47.502 0.03 2.02 2.44 1.15 1.43 49.827 48.951 26.97 1.9 0.277
B1/14 to B1/15 750 RRJ2 5.53 5 120 2231 0.83 5.06 47.472 47.195 1 0.5 0.5 0.65 0.65 48.951 48.893 1.05 0.94 1.273
B1/15 to B1/16 750 RRJ2 6.01 5 15 2357 0.87 5.34 46.195 45.895 0.863 2.06 2.55 2.21 2.79 48.893 47.42 24.52 1.1 -0.073
B1/16 to B1/17 750 RRJ2 3.16 1 60 1983 1.64 4.49 45.032 45 1.57 1.74 1.28 1.39 47.42 45.75 52.82 0.47 0.261
B10/1 to B9/2 375 RRJ2 8.58 1.07 5 29 0.15 0.81 56.864 56.772 0.199 9.7 9.7 0.24 0.24 57.062 56.869 2.25 1.1 1.272
B11/1 to B9/3 375 RRJ2 8.38 1 10 50 0.26 0.84 54.632 54.549 0.146 9.7 9.7 0.16 0.16 55.958 55.952 0.07 1.1 0.139
B13/1 to B9/8 375 RRJ2 9.71 2.31 25 19 0.06 1.02 52.072 51.848 0.492 4.5 4.5 0.24 0.24 52.283 52.28 0.03 1.1 1.28
B14/1 to B9/9 375 RRJ2 9.71 1.47 5 -56 0.25 0.96 49.094 48.951 0.412 4.5 4.5 0.21 0.21 50.518 50.497 0.22 1.1 0.054
B2/5 to B2/6 375 RRJ2 14.44 1 45 269 1.42 2.43 58.804 58.659 0.05 1.65 1.65 0.33 0.33 60.734 60.287 3.09 1.34 0
B2/6 to B1/7 375 RRJ2 8.1 1 120 278 1.46 2.51 58.609 58.528 0.05 1 1 0.28 0.28 60.287 59.98 3.79 1.23 -0.093
B3/1 to B1/3 375 RRJ2 8.05 1 20 31 0.16 0.64 61.511 61.431 0.05 4.5 4.5 0.09 0.09 62.154 62.151 0.04 1.1 0.808
B5/1 to B1/9 375 RRJ2 9.31 2.01 20 73 0.27 0.99 54.823 54.636 0.238 4.5 4.5 0.22 0.22 56.264 56.151 1.21 1.1 0.045
B6/1 to B1/11 375 RRJ2 10.89 2.81 20 -98 -0.31 1.23 51.677 51.372 0.403 4.5 4.5 0.35 0.35 52.916 52.874 0.39 1.1 0.262
B7/1 to B7/2 375 RRJ2 8.13 1 5 34 0.18 0.85 61.235 61.153 0.06 4.5 4.5 0.17 0.17 62.148 62.137 0.14 1.1 0.538
B7/2 to B7/3 375 RRJ2 24.84 1.51 20 79 0.34 1.29 61.094 60.719 0.05 7 7 0.34 0.34 62.137 62.104 0.13 1.1 0.522
B7/3 to B1/4 375 RRJ2 14.42 1 20 184 0.97 1.67 60.669 60.524 0.05 1.89 1.89 0.18 0.18 62.104 61.921 1.27 1.34 0.142
B8/1 to B7/3 375 RRJ2 8 1 20 57 0.3 0.69 60.823 60.743 0.075 4.5 4.5 0.11 0.11 62.156 62.104 0.65 1.1 0.105
B9/1 to B9/2 375 RRJ2 56.59 4.54 15 86 0.21 2.79 59.32 56.75 0.176 2.19 2.58 0.87 1.02 59.445 56.866 4.56 1.1 1.444
B9/2 to B9/3 375 RRJ2 47.01 4.38 15 182 0.46 3.08 56.573 54.516 0.113 7 7 0.88 0.88 56.788 55.952 1.78 1.1 1.399
B9/3 to B9/4 375 RRJ2 22.47 3.03 5 255 0.77 2.46 54.402 53.721 0.055 7 7 0.53 0.53 55.952 55.311 2.85 1.1 0.044
B9/4 to B9/5 375 RRJ2 35.18 2.93 15 298 0.92 2.77 53.666 52.634 0.102 1.14 1.14 0.44 0.44 55.311 54.21 3.13 1.1 -0.096
B9/5 to B9/6 375 RRJ2 17.66 2.48 45 317 1.06 2.87 52.532 52.094 0.05 7 7 0.45 0.45 54.21 53.655 3.14 1.1 -0.104
B9/6 to B9/7 450 RRJ2 8 1 10 376 1.22 2.37 52.044 51.964 0.05 2.14 2.68 0.47 0.54 53.655 53.09 7.06 1.15 0.006
B9/7 to B9/8 450 RRJ2 15.21 1 15 458 1.48 2.89 51.914 51.762 0.406 1.19 1.21 0.49 0.49 53.09 52.28 5.33 1.23 0.521
B9/8 to B9/9 450 RRJ2 49.58 5.58 20 475 0.65 2.99 51.356 48.589 0.05 1.73 2 0.67 0.75 52.28 50.497 3.6 1.1 0.98
B9/9 to B9/10 525 RRJ2 12.22 1 10 501 1.07 2.31 48.539 48.417 0.05 9.7 9.7 0.21 0.21 50.497 50.28 1.78 1.3 -0.113
B9/10 to B1/13 525 RRJ2 8 1 10 601 1.29 2.77 48.367 48.287 0.753 1.33 1.35 0.45 0.45 50.28 49.827 5.66 1.24 -0.175
BPB1/1 to BPB1/2 2 No Flow 5.12 1 5 0 0 0 63.882 63.831 0 0 0 0 63.882 63.831 1 0.6 0.448
BPB10/1 to BPB10/2 2 No Flow 6.19 1 5 0 0 0 53.3 53.238 0 0 0 0 53.3 53.239 0.99 0.6 0.447
BPB2/1 to BPB2/2 2 No Flow 5.01 1 5 0 0 0 62.748 62.698 0 0 0 0 62.748 62.698 1 0.6 0.448
BPB3/1 to BPB3/2 2 No Flow 5.34 1 5 0 0 0 62.399 62.346 0 0 0 0 62.399 62.346 0.99 0.6 0.447
BPB4/1 to BPB4/2 2 No Flow 5.34 1 5 0 0 0 62.428 62.374 0 0 0 0 62.428 62.374 1.01 0.6 0.448
BPB8/1 to BPB8/2 2 No Flow 5.15 1 5 0 0 0 58.421 58.37 0 0 0 0 58.421 58.37 0.99 0.6 0.448
BPB9/1 to BPB9/2 2 No Flow 5.57 1 5 0 0 0 54.014 53.959 0 0 0 0 54.014 53.959 0.99 0.6 0.447
DRAINAGE SYSTEM B
CADDENS HILL
STAGE 5
DRAINAGE CALCULATIONS
110358/CC534 A
110358CC534
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
4:1
5 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
34
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
606
605
604
603
602
601
600
599
598
597
596
595
594
593
592
591
590
589
588
587
586
585
584
583
582
581
580
579
578
577
576
575
574
573
572
571
570
569
568
567
566
565
564
563
562
561
560
559
558
557
556
555
554
553
552
551
550
549
548
547
546
545
544
543
542
541
540
539
538
537
536
535
534
533
532
531
530
529
528
527
526
525
524
523
522
521
520
519
518
517
516
515
514
513
512
511
510
509
508
507
506
505
504
503
502
501
C
O
R
A
N
G
L
E
C
O
R
4
3
.
4
4
4
3
.
3
4
4
4
.
5
7
5
1
.
4
3
5
0
.
2
0
4
8
.
5
3
4
7
.
4
0
4
6
.
6
3
4
6
.
3
0
4
5
.
4
0
4
7
.
6
0
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
8
/
.
4
N
S
1
0
/
.
5
6
7
.
1
1
6
5
.
3
9
6
3
.
2
8
6
0
.
7
4
5
8
.
9
4
5
7
.
9
5
5
7
.
4
6
5
6
.
2
0
5
5
.
7
4
5
6
.
2
0
5
6
.
0
4
5
6
.
5
3
5
9
.
8
3
6
5
.
3
1
6
5
.
2
8
6
5
.
2
0
5
6
.
3
9
5
6
.
9
8
5
7
.
3
7
5
7
.
9
0
5
8
.
0
4
5
8
.
2
3
5
8
.
9
9
5
9
.
7
8
6
0
.
6
7
6
0
.
3
6
T
B
T
B
T
B
T
B
T
B
T
B
B
B
N
S
N
S
N
S
N
S
N
S
W
F
T
B
R
W
R
W
C
B
U
N
S
N
S
N
S
N
S
N
S
N
S
N
S
N
S
C
B
U
R
O
A
D
13
R
O
A
D
11
R
O
A
D
12
R
O
A
D
20
R
O
A
D
9
EXISTING SUBDIVISION
STAGE 3
FUTURE SUBDIVISION
STAGE 6
STATE
ARCHIVES
R
W
16
R
W
13
R
W
12
R
W
11
R
W
14
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
CONNECT RETAINING WALL SUB SOIL TO KERB SIDE
SUBSOIL LINE OR DRAINAGE STRUCTURE
PROVIDE RODDING EYES AT 60m OR AS DIRECTED
ONSITE BY SUPERINTENDENT
CONNECT RETAINING WALL SUB SOIL TO
DRAINAGE STRUCTURE
PROVIDE RODDING EYES AT 60m OR AS
DIRECTED ONSITE BY SUPERINTENDENT
CONNECT RETAINING WALL SUB SOIL TO
DRAINAGE STRUCTURE
PROVIDE RODDING EYES AT 60m OR AS
DIRECTED ONSITE BY SUPERINTENDENT
EXISTING SUBDIVISION
STAGE 4
DETENTION
BASIN &
RAINGARDEN C
DETENTION
BASIN &
RAINGARDEN B
CADDENS HILL
STAGE 5
RETAINING WALL PLAN
110358/CC535 A
110358CC535
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
4:5
5 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
35
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
PLAN
SCALE 1:1000
(LOT BOUNDARY)
RETAINING WALL
1000mm900mm
HEIGHT "H" <800mm
WALL
HEIGHT "H" >800mm - 1500mm
WALL
'A'
OFFSET
TYPICAL INTERALLOTMENT PIT SETBACK
SCALE 1:20
G.S.I.P.
'A
'
FILL SPACE BETWEEN PIT WALL AND
BLOCKS WITH FREE DRAINING MATERIAL
(TO MANUFACTURERS SPECIFICATIONS)
RETAINING WALL
30
0m
m
NO
M.
RETAINING WALL PROFILES SHOWN ARE
INDICATIVE ONLY.
REFER TO DESIGN & CONSTRUCT
CONTRACT BY OTHERS.
SUBJECT TO SEPARATE STRUCTURAL
PLANS & CERTIFICATIONS
METRES
1:1000 (AT A1)
20 10 0 10 20 30 40 50 60 70 80 90 100
1:2000 (AT A3)
TYPICAL DETAIL
CONCRIB RETAINING WALL
SCALE 1:20
HIGH SIDE BLOCKS
LOW SIDE BLOCKS
LO
T B
OU
ND
AR
Y
FENCE LINE
MILLIMETRES
1:20 (AT A1)
400 200 0 400 800 1200 1600 2000
METRES
1:50 (AT A1)
1 0 1 2 3 4 5
1:100 (AT A3)
TYPICAL DETAIL
CONCRIB RETAINING WALL
SCALE 1:20
LOW SIDE BLOCKS
HIGH SIDE BLOCKS
LO
T B
OU
ND
AR
Y
FENCE LINE
300mm
NOM.
H =
1
.5
m M
AX
.
H =
1
.5
m M
AX
.H
=
1
.5
m M
AX
.
THE LOCATION OF THE RETAINING WALL 14 IS TO BE
CONFIRMED ONSITE IN CONSULTATION WITH THE PCA
RETAINING WALL NOTES
HE
IG
HT
U
P T
O 9
00
ALL CORES FILLED AS SPECIFIED
AG DRAIN AT BASE OF GRAVEL BACKFILL
5-11 TM TRENCHMESH T&B, R6 TIES @ 900 C/C
N16-900 CENTRAL IN BLOCKS
DETAIL- RETAINING WALL UP TO 0.9m HIGH
N16 LONGITUDINAL BAR
CAPPING COURSE
GLUED TO BLOCKS
NOTE:
· TOW LEVELS SHOWN ARE TO UNDERSIDE OF CAPPING
· WALL TYPE IS FLUSH FACE KEYSTONE CHARCOAL COLOUR
(SUBJECTED TO CLIENT CONFIRMATION).
· WALL CONSTRUCTION IS SUBJECTED TO MANUFACTURER'S
CONSTRUCTION GUIDELINES AND SPECIFICATION
0.9FOOTPATH
TOW
TOF
0.3
LANDSCAPE
TYPICAL DETAIL
RETAINING WALL (FILL) LOCATION
SCALE 1:20
TOW
TOF
TYPICAL DETAIL
RETAINING WALL (CUT) LOCATION
SCALE 1:20
0.6
0.6
FOOTPATH
0.3
LANDSCAPE
PR
OP
ER
TY
B
OU
ND
AR
Y
STATE ARCHIVES LAND
FENCE LINE
FENCE LINE
PR
OP
ER
TY
B
OU
ND
AR
Y
STATE ARCHIVES LAND
0.6
0.9
SETOUT POINT
SETOUT POINT
1. FOOTING CONCRETE TO BE 25MPa PLACED AT 80mm SLUMP AND THROUGHTLY COMPACTED USING VIBRATOR.
2. GROUT TO BE 35MPa PLACED AT 110mm SLUMP AND MAXIMUM 10mm AGGREGATE, COMPACTED USING VIBRATOR.
3. SUBSOIL DRAINS MUST FALL TO AN ATMOSPHERIC OUTLET OR INTO A SEALED DRAINAGE SYSTEM AT 50m
INTERVALS ALONG WALL.
4, BACKFILL TO BE CAREFULLY PLACED AND COMPACTED TO 95% STANDARD DENSITY. MAX PARTCICLE SIZE 75mm.
5. REFER TO PLANS AND ELEVATIONS FOR LEVELS, STEP LOCATIONS AND POSITION OF WALLS ETC.
6. ENTIRE WIDTH OF FOOTING MUST BEAR ON STIFF NATURAL UNDISTURBED GROUND HAVING AT LEAST 200kPa
SAFE BEARING CAPACITY AND POSITION TO FOLLOW ROCK BEARING AS NECESSARY.
7. WHERE THE REQUIRED BEARING IS NOT AVAILABLE, PROVIDE 600mm DIAMETER MASS CONCRETE PIERS
AT 2.0m MAXIMUM CENTRES. PIER REQUIREMENTS TO BE SET OUT ON SITE AFTER EXCAVATION OF BASE SLAB.
RETAINING WALL 14 IS PART OF STAGE 5 APPROVAL
0.0
00
61
.8
18
61
.8
10
15
.0
00
61
.3
36
61
.1
35
30
.0
00
60
.8
59
60
.4
61
30
.7
30
60
.8
36
60
.4
28
40
.6
00
60
.4
75
59
.9
05
45
.0
00
60
.2
53
59
.6
72
53
.1
00
59
.8
45
59
.2
43
60
.0
00
59
.4
98
58
.8
77
65
.6
00
59
.2
16
58
.5
80
75
.0
00
58
.7
42
58
.0
82
78
.1
00
58
.5
86
57
.9
18
90
.0
00
57
.9
87
57
.2
87
90
.1
09
57
.9
81
57
.2
81
10
1.0
84
57
.4
29
56
.7
00
10
5.0
00
57
.2
31
56
.4
92
11
2.0
70
56
.8
75
56
.1
17
12
0.0
00
56
.4
76
55
.6
97
12
5.1
06
56
.2
19
55
.4
26
13
5.0
00
55
.7
31
54
.9
02
CHAINAGE
TOP OF WALL
GROUND LEVELS
TOE OF WALL
GROUND LEVELS
DATUM 49.0
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:100
13
5.0
00
55
.7
31
54
.9
02
13
7.6
06
55
.6
07
54
.7
64
15
0.0
00
55
.0
33
54
.1
07
16
5.0
00
54
.3
84
53
.3
12
18
0.0
00
53
.6
87
52
.5
17
18
6.4
34
53
.3
20
52
.1
76
19
5.0
00
52
.9
23
51
.9
08
20
1.5
53
52
.6
84
51
.7
03
21
0.0
00
52
.3
51
51
.8
47
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:100
RETAINING WALL PROFILES SHOWN ARE INDICATIVE ONLY.
REFER TO DESIGN & CONSTRUCT CONTRACT BY OTHERS.
SUBJECT TO SEPARATE STRUCTURAL PLANS & CERTIFICATIONS
LONGITUDINAL SECTION - RETAINING WALL 11
LONGITUDINAL SECTION - RETAINING WALL 11
CO
NT
IN
UE
S A
BO
VE
CO
NT
IN
UE
D F
RO
M B
EL
OW
CHAINAGE
TOP OF WALL
GROUND LEVELS
TOE OF WALL
GROUND LEVELS
DATUM 49.0
31
.0
00
26
.4
26
46
.0
00
58
.5
00
70
.0
00
82
.5
00
92
.5
00
11
5.0
00
13
0.0
00
21
2.4
37
18
9.0
53
17
9.0
53
16
9.0
53
15
6.5
52
14
1.5
53
LOT 604
LOT 580
LOT 572 LOT 573 LOT 574 LOT 575 LOT 576 LOT 577 LOT 579 LOT 580LOT 578
LOT 581 LOT 582 LOT 583 LOT 584 LOT 585 LOT 586
CADDENS HILL
STAGE 5
RETAINING WALL SECTION
110358/CC536 A
110358CC536
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
5:0
7 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
36
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
0.0
00
55
.3
00
3.3
61
55
.6
05
54
.8
08
6.7
58
55
.9
13
54
.8
29
11
.5
25
56
.3
44
54
.8
44
15
.0
00
56
.2
90
54
.8
36
30
.0
00
56
.0
54
54
.6
16
35
.0
08
55
.9
75
54
.4
75
40
.6
00
55
.7
44
54
.2
78
45
.0
00
55
.5
12
54
.0
93
53
.1
00
55
.0
86
53
.6
86
60
.0
00
54
.7
22
53
.2
69
63
.2
58
54
.5
51
53
.0
51
65
.6
00
54
.3
88
52
.8
88
73
.6
31
53
.6
96
52
.3
31
75
.0
00
53
.5
56
52
.2
74
76
.5
02
53
.4
02
52
.2
11
CHAINAGE
TOP OF WALL
GROUND LEVELS
TOE OF WALL
GROUND LEVELS
DATUM 46.0
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:100
RETAINING WALL PROFILES SHOWN ARE INDICATIVE ONLY.
REFER TO DESIGN & CONSTRUCT CONTRACT BY OTHERS.
SUBJECT TO SEPARATE STRUCTURAL PLANS & CERTIFICATIONS
LONGITUDINAL SECTION - RETAINING WALL 13
TOP OF WALL
(RETAINING WALL 12)
STATE ARCHIVES
0.0
00
54
.2
01
54
.3
78
15
.0
00
55
.2
15
54
.7
85
16
.4
86
55
.3
13
54
.8
25
16
.5
28
55
.3
16
55
.3
16
28
.1
65
56
.4
33
56
.3
63
30
.0
00
56
.6
09
56
.3
34
40
.6
00
57
.3
13
56
.1
68
45
.0
00
57
.4
60
56
.0
99
51
.6
79
57
.3
69
55
.9
94
53
.1
00
57
.3
01
55
.9
52
55
.0
44
57
.2
08
55
.8
94
60
.0
00
56
.8
76
55
.6
31
65
.6
00
56
.3
59
55
.3
33
75
.0
00
55
.3
49
54
.8
33
78
.1
00
55
.0
16
54
.6
68
79
.9
18
54
.8
21
54
.5
72
86
.1
84
54
.1
48
54
.1
48
90
.0
00
53
.7
39
53
.7
38
90
.1
09
53
.7
27
53
.7
26
92
.4
29
53
.4
78
53
.4
77
92
.4
91
53
.4
70
52
.2
11
10
1.0
84
52
.4
59
51
.7
73
10
5.0
00
51
.9
98
51
.5
74
11
2.0
70
51
.1
67
51
.2
14
12
0.0
00
50
.2
34
50
.8
10
12
1.5
56
50
.0
70
50
.7
30
12
5.1
06
49
.7
02
50
.6
94
12
5.8
55
49
.6
24
50
.6
86
13
5.0
00
48
.6
77
49
.2
11
13
7.6
06
48
.4
06
48
.7
90
14
1.8
71
CHAINAGE
TOP OF WALL
GROUND LEVELS
TOE OF WALL
GROUND LEVELS
DATUM 42.0
LONGITUDINAL SECTION RW 12 BOT
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:100
TOE OF WALL
(RETAINING WALL 13)
STATE ARCHIVES
CADDENS HILL
STAGE 5
RETAINING WALL SECTION
110358/CC537 A
110358CC537
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
5:1
9 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
37
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
RETAINING WALL PROFILES SHOWN ARE INDICATIVE ONLY.
REFER TO DESIGN & CONSTRUCT CONTRACT BY OTHERS.
SUBJECT TO SEPARATE STRUCTURAL PLANS & CERTIFICATIONS
0.000
59.658
59.655
6.352
60.669
60.340
10.000
60.913
60.557
15.000
61.248
60.701
30.000
62.148
61.136
40.600
62.461
61.442
45.000
62.591
61.570
53.100
62.830
61.804
58.087
62.978
61.948
60.000
63.034
61.999
65.600
63.200
62.148
71.345
62.295
62.300
CHAINAGE
TOP OF WALL
GROUND LEVELS
TOE OF WALL
GROUND LEVELS
DATUM 53.0
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:100
LONGITUDINAL SECTION - RETAINING WALL 16
255.000
52.302
52.817
257.704
52.432
52.952
270.000
53.126
53.557
285.000
54.087
54.309
286.644
54.201
54.378
CHAINAGE
TOP OF WALL
GROUND LEVELS
TOE OF WALL
GROUND LEVELS
DATUM 45.0
ARCHIVES PROPERTY
LONGITUDINAL SECTION - RETAINING WALL 14
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:100
EXISTING RETAINING WALL PART OF STAGE 3 CONSTRUCTION
EXTENT & TYPE OF RETAINING WALL 14 TO BE CONFIRMED
LOT 552 LOT 551 LOT 550 LOT 549 LOT 548 LOT 547
58.700
69.614
48.700
36.200
23.700
13.700
4.756
280.644
RETAINING WALL 14 IS PART OF STAGE 5 APPROVAL
NOTE:
· TOW LEVELS SHOWN ARE TO UNDERSIDE OF CAPPING
· WALL TYPE IS FLUSH FACE KEYSTONE CHARCOAL COLOUR
(SUBJECTED TO CLIENT CONFIRMATION).
· WALL CONSTRUCTION IS SUBJECTED TO MANUFACTURER'S
CONSTRUCTION GUIDELINES AND SPECIFICATION
TYPE 1 - BORAL FLUSHFACE
KEYSTONE CHARCOAL
COLOUR RETAINING WALL
(SUBJECT TO CLIENT
CONFIRMATION)
LEGEND
NOTE: T.O.W LEVELS SHOWN
ARE TO UNDERSIDE OF CAPPING
TOW 54.4
TOF 53.7
TOF 54.1
TOW 54.6
CADDENS HILL
STAGE 5
RETAINING WALL SECTION
110358/CC538 A
110358CC538
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
5:3
1 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
38
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
4
4
.
0
5
4
4
.
1
6
4
3
.
9
8
4
3
.
9
8
4
3
.
4
4
4
3
.
3
4
4
3
.
5
7
4
3
.
8
24
3
.
5
8
4
3
.
3
1
4
3
.
7
7
T
B
T
B
T
B
C
O
R
4
3
.
4
4
4
3
.
3
4
4
4
.
5
7
4
8
.
5
3
4
7
.
4
0
4
6
.
6
3
4
6
.
3
0
4
5
.
4
0
4
7
.
6
0
N
S
N
S
N
S
N
S
N
S
N
S
8
/
.
4
N
S
1
0
/
.
5
R
O
A
D
12
STATE ARCHIVES
606
R
L
4
4
.
6
IL44.5
4:1
4:1
4:1
4
:1
R
L
4
5
.7
0
4:1
R
L
4
4
.1
0
R
L
4
4
.
2
R
L
4
4
.
2
R
L
4
4
.
5
OUTLET CONTROL PITS,
SEE DETAIL IN PLAN CC542
R
L
4
4
.
5
R
L
4
5
.
7
0
RL43.90
O
'C
O
N
N
E
LL
S
T
R
E
E
T
EX
. 600Ø
P
IP
E
BASIN OUTLET/ STILLING
POOL, SEE DETAIL IN
PLAN CC542
6
0
0
Ø
P
I
P
E
R
L
4
4
.
6
INV 42.40
(NOM.)
INV 43.14 (NOM.)
F
U
T
U
R
E
1
2
0
0
X
6
0
0
R
C
B
C
INV 43.0
B
C
C
5
4
1
A
C
C
5
4
1
GPT MODEL HG27-L-MC
PROPOSED
SUBSTATION
CONNECTION TO MAINTENANCE
ACCESS TO BE COMPLETED AS PART
OF O CONNELL STREET UPGRADE
EMERGENCY OVERFLOW
SPILLWAY LINED WITH
REINFORCED TURF
ENKAMAT OR EQUIVALENT
MAINTENANCE TO BASIN.
CONSTRUCT 150mm THICK 32MPa
CONCRETE WITH SL82 MESH ON
100mm COMPACTED SUBBASE
BJ/12
BJ/13
BJ/14
R
L
4
5
.
7
0
(
N
O
M
.
)
B1/14
B1/13
B1/15
B1/16
B1/17
750∅
750∅
750∅
750∅
375∅
225∅
R
O
C
K
W
A
LL 1
R
O
C
K
W
A
LL 2
REGRADE TO FALL INTO
EXISTING HEADWALL
PROPOSED CATCH DRAIN
REINFORCED TURF
1m WIDE ROCK
APRON
R
L
4
4
.
2
R
L
4
4
.
5
R
L
4
4
.
2
R
L
4
4
.
5
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
RAINGARDEN AREA 780m²
2
2
5
Ø
u
P
V
C
1
0
0
Ø
S
S
T
Y
P
.
1
0
0
Ø
S
S
T
Y
P
.
1
0
0
Ø
S
S
T
Y
P
.
1
5
0
Ø
u
P
V
C
1
0
0
Ø
S
S
T
Y
P
.
IL
4
4
.3
5
I
L
4
4
.
3
5
T
Y
P
.
I
L
4
4
.
3
5
T
Y
P
.
I
L
4
4
.
3
5
T
Y
P
.
IL
4
4
.0
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
6:3
1 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
39
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
BASIN PLAN
110358/CC539 A
110358CC539
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
BASIN PERFORMANCE TABLE
AEP PEAK INFLOW PEAK OUTFLOW
STORAGE USED (m³)
TOP WATER LEVEL
MAX FLOW (m³/sec) MAX FLOW (m³/sec)
1% 3.07 1.80 1600 45.57
20% 1.890 0.62 985 45.21
PLAN
SCALE 1:250
STAGE 3: WHEN UPSTREAM HOUSE BUILDING ACTIVITIES HAVE BEEN SUBSTANTIALLY
COMPLETED (APPROX. 90%), THE SEDIMENT BASIN SHALL BE DECOMMISSIONED AND THE
BIO-RETENTION BASIN SHALL BE COMPLETED. (SILT REMOVED, MEDIA BED, SUBSOILDRAINAGE AND FINAL BASIN BASE PLANTING INSTALLED).
THE BIO-RETENTION BASIN IS TO BE MAINTAINED FOR 3 YEARS PRIOR TO HANDOVER.
DEVELOPMENT STAGES OF RAINGARDEN & DETENTION BASIN
STAGE 2: AT END OF PRACTICAL COMPLETION SEDIMENT BASIN BOTTOM SHALL BE DEWATERED& DESILTED BUT SHALL REMAIN TO OPERATE AS A SEDIMENT BASIN. BASIN BATTERS SHALL BESHALL BE TURFED UNLESS DIRECTED OTHERWISE. BASIN BASE CAN BE LINED WITH A SACRIFICIALTURF FOR AESTHETICS. THE DETENTION FUNCTION OF THE BASIN SHOULD BE OPERATIONAL.MEDIA BED AND SUBSOIL DRAINAGE ARE NOT INSTALLED AT THIS STAGE. GPT TO BE CLEANEDPRIOR TO ISSUE OF SUBDIVISION CERTIFICATE.
STAGE 1: DURING CIVIL WORKS CONSTRUCTION, RETAIN EXISTING FORMED SEDIMENT
BASIN. MEDIA BED & SUBSOIL DRAINAGE ARE NOT INSTALLED AT THIS STAGE.
THIS PLAN SHOULD BE READ IN CONJUNCTION
WITH LANDSCAPE PLANS BY PLACE DESIGN
GROUP (SUBJECT TO SEPARATE CC APPROVAL)
ON SITE DETENTION CONSTRUCTION TOLERANCES
THE OPERATION OF THE ON SITE DETENTION SYSTEM IS HIGHLY SENSITIVE TO
THE FOLLOWING ELEMENTS WITHIN EACH OF THE BASINS. THE CONTRACTOR
IS TO ENSURE THAT:
TOLERANCE
WEIR LEVELS +25mm, -0mm
WEIR LENGTHS ±50mm
PIT LEVELS ±15mm
PIPE LEVELS AND GRADES ±15mm, ±0.2%
FINISHED FLOOR LEVELS +25mm, -0mm
A REGISTERED SURVEYOR SHALL BE USED TO SET OUT THE CONSTRUCTION
OF THESE ELEMENTS FOR BOTH LINE AND LEVEL AND IS REQUIRED TO
PROVIDE A DETAILED WORK AS EXECUTED SURVEY IN ORDER TO CONFIRM
THAT THE CRITICAL ELEMENTS COMPLY WITH THE INTENT OF THE DESIGN.
BASIN C
RAINGARDEN AREA REQUIRED 780m²
RAINGARDEN AREA PROVIDED 786m²
METRES
25201510505
1:250 (AT A1)
1:500 (AT A3)
0.80 DIA.
RAINGARDEN INLET 1 (PIT BJ/14)
SCALE N.T.S.
Ø375 FLOW
RL 45.4
ADDITIONAL ROCK OVER
PIPE MINIMUM 0.8m²
EXTEND WINGWALL AS
INDICATED ON PLAN
1
4
2.7m
0.5m
0.6m DIAMETER ANGULAR
ROCK CUT OFF WALL
MEDIA BED
RL 44.2
MINIMUM 0.8m WIDTH
SIZED ROCK
STACKED ROCK HEADWALL
HEADWALL INLET STRUCTURE
N.T.S
3.0m (NOM)
Ø375/Ø750
PIPE
INV 44.5
STACKED ROCK WALL
RAINGARDEN INLET 2 (PIT B1/17)
SCALE N.T.S.
FLOW
Ø750
RL 46.0
1m WIDE ROCK APRON
EXTEND WINGWALL AS
INDICATED ON PLAN
6.6m
0.5m
AA
1.0m
ANGULAR ROCK
GROUTED TO
BASE
0.6m DIAMETER ANGULAR
ROCK CUT OFF WALL
MEDIA BED
RL 44.5
INV 45.0
( NOM. 75 - 150mm AGGREGATE )
COARSE GRAVEL BED 200mm DEPTH
(BIDIM A44)
UNDER GRAVEL
APPROVED GEOFABRIC BASE
MIN. 900mm DIA.
ROCKS TO BE
USED TO FORM
DROP STRUCTURE
DIRECTION OF FLOW
DIRECTION OF FLOW
TYPICAL DROP STRUCTURE DETAIL
SCALE N.T.S.
0.5
m N
OM
.
AA
DROP STRUCTURE
STACKED ROCK WALL
697
606
0
.0
0
0
15.000
30.000
45.000
6
0
.
0
0
0
7
5
.0
0
0
9
0
.
0
0
0
105.000
1
0
7
.7
2
0
TP0.278
TP
16.921
TP
50.098
T
P
7
0
.0
9
6
T
P
8
6
.1
2
0
T
P
1
0
5
.8
4
6
0.000
15.000
3
0
.0
0
0
6
0
.
0
0
0
75.000
76.660
IP
11.632
IP
26.885
IP
3
2
.2
7
0
IP
56.127
I
P
6
0
.
8
9
9
RO
CK
W
ALL 2
R
O
C
K
W
A
LL 1
R
O
A
D
12
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
6:5
0 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
40
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
BASIN RETAINING WALL PLAN
110358/CC540 A
110358CC540
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
LONGITUDINAL SECTION - ROCK WALL 2
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:100
LONGITUDINAL SECTION - ROCK WALL 1
HORIZONTAL SCALE 1:200
VERTICAL SCALE 1:100
CHAINAGE EASTING NORTHING BEARING RAD/SPIRAL A.LENGTH
0 290807.91 6260844.54 189°25'40.42"
0.28 290807.86 6260844.27 189°25'40.42"
8.6 290806.16 6260834.03 11 16.64
16.92 290795.84 6260835.13 276°06'48.07"
50.1 290762.85 6260838.67 276°06'48.07"
60.1 290749.86 6260840.06 12.2 20
70.1 290752.14 6260852.92 10°02'04.11"
86.12 290754.93 6260868.7 10°02'04.11"
95.98 290757.16 6260881.28 12.2 19.73
105.85 290769.62 6260878.48 102°40'33.55"
107.72 290771.45 6260878.07 102°40'33.55"
ROCK WALL 2
CHAINAGE EASTING NORTHING BEARING
0 290805.76 6260826.22 267°54'20.79"
11.63 290794.13 6260825.8
26.89 290779.02 6260827.88
32.27 290773.8 6260826.58
56.13 290750.16 6260829.84
60.9 290746.14 6260832.42
76.66 290730.53 6260834.57 277°51'24.99"
ROCK WALL 1
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
METRES
25201510505
1:250 (AT A1)
1:500 (AT A3)
'H'
UP TO 0.5 0.8
0.5 TO 1.0 1.0
1.0 TO 1.5 1.2
1.5 TO 2.0 1.4
'W'
BASE WIDTH
1
2
1.0 max.0.5
10
1
10
1
GEOFABRIC
SEE
DETAIL 'A'
SE
TO
UT
L
IN
E
4
:1
B
A
T
T
E
R
ROCK RETAINING WALL
SCALE 1:25
ROCK SET INTO
FRESH CONCRETE
GEOTEXTILE BETWEEN
CUT BATTER AND
GRAVEL BACKFILL
SUBSOIL DRAIN
IN GRAVEL
MASS CONCRETE
SEE NOTE 5
BASE
DETAIL 'A'
SCALE 1:20
'W'
30
0
'W'
REFER TO DESIGN & CONSTRUCT CONTRACT BY OTHERS.
SUBJECT TO SEPARATE STRUCTURAL PLANS & CERTIFICATIONS
0.0
00
49
.5
00
49
.0
00
15
.0
00
49
.9
13
49
.0
00
16
.1
78
49
.9
44
49
.0
00
30
.0
00
50
.5
72
49
.4
36
32
.0
32
50
.6
76
49
.5
00
45
.0
00
51
.2
66
50
.1
65
46
.6
52
51
.3
38
50
.2
50
60
.0
00
52
.0
57
51
.0
26
75
.0
00
52
.8
04
51
.8
98
76
.6
60
52
.8
91
51
.9
94
CHAINAGE
TOP OF WALL
GROUND LEVELS
TOE OF WALL
GROUND LEVELS
DATUM 42.0
0.0
00
45
.7
02
45
.7
00
0.2
78
45
.7
49
45
.7
05
15
.0
00
47
.4
96
45
.9
68
16
.8
11
47
.4
95
46
.0
00
16
.9
21
47
.4
95
46
.0
00
30
.0
00
47
.4
94
46
.0
00
45
.0
00
47
.4
93
46
.0
00
50
.0
98
47
.4
92
46
.0
00
60
.0
00
47
.4
91
46
.0
00
70
.0
96
47
.4
90
46
.0
00
75
.0
00
47
.4
89
46
.0
00
86
.1
20
47
.4
88
46
.0
00
90
.0
00
47
.4
88
46
.0
00
10
5.0
00
46
.6
48
46
.0
00
10
5.8
36
46
.4
33
46
.0
00
10
5.8
46
46
.4
30
45
.9
98
10
7.7
20
46
.0
00
45
.7
00
CHAINAGE
TOP OF WALL
GROUND LEVELS
TOE OF WALL
GROUND LEVELS
DATUM 39.0
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
7:1
9 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
41
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
BASIN SECTIONS
110358/CC541 A
110358CC541
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
0.0
00
48
.7
14
6.6
70
47
.7
64
10
.6
51
47
.5
00
12
.1
51
46
.0
00
15
.0
00
45
.2
88
19
.3
51
44
.2
00
30
.0
00
44
.2
00
45
.0
00
44
.2
00
60
.0
00
44
.5
00
62
.5
15
44
.5
00
68
.5
15
45
.4
41
45
.7
00
71
.4
53
45
.4
87
45
.7
04
75
.0
00
45
.5
44
45
.6
65
79
.4
43
45
.6
17
45
.6
17
CHAINAGE
EXISTING
SURFACE
DESIGN
LINE GRADING
DATUM 42.0
0.0
00
44
.8
94
45
.4
41
7.9
29
45
.6
0
9.4
30
45
.6
0
15
.0
00
44
.6
0
30
.0
00
44
.2
00
39
.8
34
44
.2
00
45
.0
00
45
.4
90
47
.0
43
46
.0
00
48
.5
45
47
.5
00
53
.2
28
48
.6
48
56
.6
46
49
.3
96
58
.2
75
50
.3
88
59
.4
68
50
.4
04
59
.5
12
50
.3
88
60
.0
00
50
.3
98
63
.8
23
50
.4
76
63
.9
73
50
.4
76
64
.0
13
50
.3
26
64
.4
63
50
.3
66
68
.0
14
50
.4
84
CHAINAGE
EXISTING
SURFACE
DESIGN
LINE GRADING
DATUM 42.0
SECTION
SCALE
A
CC539
1:250
1:100
H
V
SECTION
SCALE
B
CC539
1:250
1:100
H
V
100 YR TWL 45.57
1
4
1
4
LO
T B
OU
ND
AR
Y
1
4
1
4
1
4
ST
AC
KE
D R
OC
K
RE
TA
IN
IN
G W
AL
L
ST
AC
KE
D R
OC
K
RE
TA
IN
IN
G W
AL
L
ST
AC
KE
D R
OC
K
RE
TA
IN
IN
G W
AL
L
RO
AD
1
2
O'C
ON
NE
LL
S
TR
EE
T
EX
L
OT
B
OU
ND
AR
Y
RAINGARDEN MEDIA BED DETAIL 'C'
SCALE 1:20
EXTENDED DETENTION STORAGE
5-7mm SIZED
AGGREGATE
100mm DEPTH, COARSE
WASHED SAND.
SIZE 1.0-1.4mm TYPICAL
BIDIM A14 GEOFABRIC
SUBSOIL DRAIN
5.0m SPACING
NO GEOFABRIC SOCK
30
0m
m
INSITU CLAY COMPACTED
TO 98% STANDARD TO
ENSURE LOW PERMEABILITY
FOR LOCATION AND PIPE
SIZE SEE PLAN CC539
TOP OF DRAINAGE LAYER ONLY
RODDING EYE/SUBSOIL DETAIL
SCALE 1:20
0.4
RAINGARDEN
600
RAINGARDEN
UNSLOTTED "OBLIQUE
TEE CONNECTOR"
CONCRETE BORDER
300 X 300 X 75mm
SCREW-ON COVER
100mm DEPTH, COARSE
WASHED SAND. SIZE
1.0-1.4mm TYPICAL
CONCRETE BORDER
300 X 300 X 75mm
SCREW-ON COVER
100Ø CORRUGATED
PLASTIC SUBSOIL
DRAINAGE PIPE
UNSLOTTED "OBLIQUE
TEE CONNECTOR"
CAPPED
END
BIDIM A14 GEOTEXTILE
SUBSOIL DRAIN
SUBSOIL
DRAIN
UPVC DRAIN
0% TO 0.5%
FLAT
FLAT
10
0
0.5
0.1
0.2
5
SANDY LOAM MEDIA BED
PLAN
SCALE 1:250
METRES
25201510505
1:250 (AT A1)
1:500 (AT A3)
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
MILLIMETRES
1:20 (AT A1)
400 200 0 400 800 1200 1600 2000
MEDIA MATERIAL IN BIO FILTRATION
DEFINITIONS - AS1726-1993
SEDIMENT
BOULDERS
COBBLES
GRAVELS
COURSE
MEDIUM
FINE
SANDS
COURSE
MEDIUM
FINE
SILTS
COURSE
MEDIUM
FINE
CLAYS COLLOIDAL
>200
63-200
20-63
6-20
2.36-6
0.6-2.36
0.2-0.6
0.075-0.2
0.02-0.075
0.006-0.02
0.002-0.006
<0.002
SIZE(mm)
EC dS/m
Fine Gravel
Course Sand
Medium Sand
Fine Sand
Very Fine Sand
<3%
7-10%
40-60%
10-30%
5-30%
Preferred Mix
Percentage of Mix
Clay and Silt <3%
Organic Matter <5%
IN REFERENCE TO ABOVE MIX TABLE, THE FOLLOWING PERFORMANCE
PARAMETERS SHALL BE APPLIED.
FREE OF BRUSH OR SEED FROM WEEDS
WOODY MATERIAL OVER 25mm DIAMETER
FREE OF STONES, STUMPS, ROOTS, OR OTHER
HYDRAULIC CONDUCTIVITY >=80mm/HR
-DETERMINED BY THE McINTYRE AND JAKOBSEN TEST
NATA REGISTERED SOIL LABORATORY
ELECTRICAL CONDUCTIVITY <1.2dS/m
PHOSPHORUS CONCENTRATION <20mg/kg FOR P SENSITIVE PLANTS
NITROGEN DRAWDOWN >0.5
CIRCUMNEUTRAL pH
SANDY LOAM TO LOAMY SAND TEXTURE
METHOD (1993) AND CARRIED OUT BY AN INDEPENDENT
&/OR THE PREDICTED AND ACTUAL VALUES USING
USGA OR ASTM F1815-06 STANDARD TESTING PROCEDURES
(FOR VERY P SENSITIVE PLANTS USED: P<5mg/kg)
GYPSUM APPLIED AT 2kg/cu.m
BULK DENSITY TO BE BETWEEN 1.1 g/cum & 1.8 g/cum
PLACEMENT:
THE MEDIA SHALL BE PLACED IN 300mm LIFTS AND LOOSELY COMPACTED.
Benedict Sand & Gravel Bio-Retention Filter Media M165 generally complies with FAWB
specification and is considered "fit for purpose" as a suitable filter media for use within
a Bio-Filtration stormwater treatment practice.
TOLERANCE RATING dS/m
Sensitive
Very Low
<0.95
Moderately Sensitive
Low 0.95-1.9
Moderately Tolerant
Medium 1.9-4.5
Tolerant
High
4.5-7.7
Very Tolerant Very High
7.7-12.2
Too Saline Extreme >12.2
13
.9
5
5 YR TWL 45.21
EDZ TWL 44.50
EXISTING
CARRIAGEWAY
STATE
ARCHIVE
100 YR TWL 45.57
5 YR TWL 45.21
EDZ TWL 44.50
1
:
7
INDICATIVE O CONNELL
STREET UPGRADE LEVEL
FUTURE SPILLWAY LEVEL
LINED WITH REINFORCED
TURF
INTERIM SPILLWAY LINED
WITH SACRIFICIAL TURF
ON 75mm TOPSOIL
CONCRETE EDGE
STRIP SET AT RL45.60
44
.2
00
51
.4
00
44
.2
00
>
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EX
. 600Ø
PIP
E
6
0
0
Ø
P
I
P
E
INV 43.14 (NOM.)
F
U
T
U
R
E
1
2
0
0
X
6
0
0
R
C
B
C
A
CC542
RL 42.5
RL 42.5
RL 44.0
RL 43.9
RL 43.9
6.5
TEMPORARY TAILOUT TO EXISTING
HEADWALL. BASE & BATTERS TO
BE REINFORCED TURF
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
8:1
5 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
42
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
BASIN DETAILS
110358/CC542 A
110358CC542
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
OUTLET CONTROL PIT - SECTION
SCALE 1:25
PROPOSED 225Ø uPVC
SUBSOIL LINE
RL 44.50
RL 45.12
RL 45.70
IL 43.3IL 43.30IL 43.25
Ø600 OUTLET PIPEØ600 OUTLET PIPE
EDZ 44.50
Ø600 OUTLET PIPE
Ø600 OUTLET PIPE
5 YR TWL 45.21
100 YR TWL 45.57
Ø430 ORIFICE
PLATE
WELDLOK SPG 1212 OR
APPROVED EQUIVALENT
WELDLOK SPG 1212 OR
APPROVED EQUIVALENT
4.00
1.2
1.2
1.2
1.2
0.60
CONSTRUCT CONCRETE NIB TO THIS
SIDE OF PIT TO PROVIDE 2.4m WEIR
LENGTH
CONSTRUCT CONCRETE NIB TO THIS
SIDE OF PIT TO PROVIDE 2.4m WEIR
LENGTH
OUTLET CONTROL PIT DETAIL
SCALE 1:25
300Ø ROCK SUROUND
ON BIDIM A14
ORIFICE PLATE
SCALE 1:25
800
70
0
CIRCULAR HOLE WITH SHARP EDGES
MACHINED TO 0.5mm ACCURACY
3mm THICK STAINLESS STEEL PLATE
M10 STAINLESS CHEMICAL ANCHORS
OR EQUIVALENT
700
4
3
0
Ø
0.60
FLOW
600Ø
TO BE 200-300mm
MIN. ROCK SIZE IN POOL
( NOM. 75 - 150mm AGGREGATE )
COARSE GRAVEL BED 200mm DEPTH
0.8m DIAMETER
ANGULAR ROCK
TO ACT AS STILLING BLOCKS
END AND SPACED 500mm C/C
SET BACK 1000mm FROM POOL
LARGER ROCKS (min 600-700mmØ)
BIDIM A44
GEOTEXTILE
BASIN OUTLET DETAIL
N. T. S.
IL43.0
RL42.50 RL 42.75
TOW 43.90
OBV 43.6
DIRECTION OF FLOW
SECTION A-A
BOULDERS SHALL BE MACHINE PLACED
SPACES BETWEEN SHALL BE FILLED WITH
SMALLER BOULDERS AND LOCKED IN WITH
A CROW BAR.
2.50m(NOM)
BASIN OUTLET PLAN
SCALE 1:100
600Ø
FLOW
RL 42.64
6.50m(NOM)
25002000150010005000500
1:25(AT A1)
MILLIMETRES
EX. ROAD LEVEL
1
4
552
551
DETENTION BASIN
& RAINGARDEN B
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HUMEGARD HG30A-XM-L
PROPOSED MONOWILLS BALL
AND TUBE RAILING
RL57.5
8
2
5∅
A10/11
A10/10
A10/12
825∅
525∅
PROPOSED MONOWILLS
BALL AND TUBE RAILING
E
J
D
J
IJ
IJ
IJ
R
O
A
D
12
D
J
E
J
D
J
IJ
IJ
D
J
E
J
D
J
E
J
IJ
I
J
HUMEGARD HG27-L-MC
PROPOSED MONOWILLS
BALL AND TUBE RAILING
R
O
A
D
12
HUMEGARD HG27-L-MC
PROPOSED MONOWILLS
BALL AND TUBE RAILING
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:0
9:2
7 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
43
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
BASIN B OUTLET DETAILS
110358/CC543 A
110358CC543
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
BASIN B OUTLET PLAN
SCALE 1:250
LEGEND
EJ = DENOTES EXPANSION KEY JOINTS
DJ = DENOTES DUMMY JOINTS
IJ = DENOTES ISOLATION JOINTS
Lock to Lock Time
SERVICE VEHICLE
Width
Track
Steering Angle
1.50 5.00
meters
:
:
2.50
2.50
:
38.7:
6.0
8.80
GPT HARDSTAND JOINTING PLAN
SCALE 1:100
SWEPT PATH PLAN
SCALE 1:250
1:200 (AT A1)
4 2 0 48
12 16 20
METRES
1:400 (AT A3)
109876
54321012
1:100 (AT A1)
METRES
1:200 (AT A3)
ISOLATION JOINT (IJ)
JOINTING DETAILS
SCALE: 1:10
EXPANSION JOINT (EJ)DETAIL - SAWN JOINT (SJ)
SL82 MESH WITH
50mm COVER
75mm
CONCRETE
PAVEMENT
10mm THICK BITUMEN
IMPREGNATED FIBRE BOARD
CONNOLLY EXJ150 OR APPROVED
EQUIVALENT, 150 DEEP METAL KEY JOINT
ON STAKES WITH 10 DEEP REMOVABLE
CAPPING STRIP AND SEALANT
SL82 MESH WITH
50mm COVER
R16 GAV DOWELS AT 350c/c
450 LONG WITH PVC SLEEVES
TWIST-FIX INTO KEY JOINT
SL82 MESH WITH
50mm COVER
INTERFACE WITH DRIVEWAY
1000900800700600
5004003002001000100200
1:10 (AT A1)
MILLIMETRES
MINIMUM 0.8m WIDTH
SIZED ROCK
STACKED ROCK HEADWALL
HEADWALL INLET STRUCTURE
N.T.S
3.0m (NOM)
PIPE Ø825
RAINGARDEN INLET (PIT A10/12)
SCALE N.T.S.
FLOW
825mm
RL 58.8
ADDITIONAL ROCK OVER
PIPE MINIMUM 0.8m²
EXTEND WINGWALL AS
INDICATED ON PLAN
1
4
6.0m
0.5m
AA
1.0m
ANGULAR ROCK
GROUTED TO
BASE
0.80 DIA.
PROPOSED MONOWILLS
BALL AND TUBE RAILING
0.6m DIAMETER ANGULAR
ROCK CUT OFF WALL
MEDIA BED
RL 57.5
INV 57.5
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>
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>>
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>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>>>
>
>
>
>>
>
>
>
>
>
>
606
605
604603602
601
600
599
598
597
596
595
594
593
592
591
590
589
588
587
586
585
584
583
582
581
580
579
578
577
576
575
574
573
572
571
570
569
568
567
566
565
564
563
562
561560
559558
557
556
555
554
553
552
551550
549548
547
546
545
544
543
542
541540539
538537536
535
534
533
532
531
530
529528
527526 525 524
523522
521
520
519
518
517
516
515
514
513
512
511
510
509
508
507
506
505
504503
502
501
C
O
R
C
O
R
C
O
R
C
O
R
A
N
G
L
E
C
O
R
ROAD 13
RO
AD
11
RO
AD
12
ROAD 20
ROAD 9
RO
AD
11
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> > > > > >
DETENTION
BASIN &
RAINGARDEN C
DETENTION
BASIN &
RAINGARDEN B
EXISTING
SUBDIVISION
STAGE 3
FUTURE
SUBDIVISION
STAGE 6
EXISTING
SUBDIVISION
STAGE 4
O'C
ON
NE
LL S
TR
EE
T
>>
>>
>
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>
CADDENS HILL
STAGE 5
SOIL & WATER MANAGEMENT PLAN
110358/CC544 A
110358CC544
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:1
0:3
0 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
44
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
METRES
1:1000 (AT A1)
20 10 0 10 20 30 40 50 60 70 80 90 100
1:2000 (AT A3)
PLAN
SCALE 1:1000
LEGEND
STABILISED SITE ACCESS
SEDIMENT FENCE
MESH AND GRAVEL INLET FILTER
GEOTEXTILE INLET FILTER
STRAW BALES
PLAN No:
DATEAMENDMENT
J. WYNDHAM PRINCE CONSULTING CIVIL INFRASTRUCTURE ENGINEERS
PO Box 4366 PENRITH WESTFIELD NSW 2750
P 02 4720 3300 F 02 4720 3399 W www.jwprince.com.au E [email protected]
& PROJECT MANAGERS
DES DRN CKD APR
FILE No:
AZIMUTH:
CLIENT:
DATUM:
ORIGIN:THIS DRAWING MUST NOT BE USED FOR
CONSTRUCTION UNLESS SIGNED AS PART OF AN
APPROVED CONSTRUCTION CERTIFICATE.
SHEET SIZE: A1 ORIGINAL
Plo
tte
d: 2
2 A
ug
ust , 2
01
7 6
:1
0:3
9 P
M F
ile
N
am
e: J:\1
10
35
8 - O
Co
nn
ell L
an
e, C
ad
de
ns\0
4 - S
ta
ge
5
\C
D\C
C\S
TA
GE
5
\1
10
35
8C
C5
45
.d
wg
ISSUED FOR CONSTRUCTION APPROVAL
CADDENS HILL
STAGE 5
SOIL & WATER MANAGEMENT NOTES
110358/CC545 A
110358CC545
A.H.D
M.G.A
MSRTNM JT 23/08/17ISSUE FOR APPROVALA
SOIL AND WATER MANAGEMENT NOTES
LAND USE
CONSTRUCTION
AREAS
ACCESS AREAS
REMAINING LANDS
LIMITATION
DISTURBANCE TO BE NO FURTHER
THAN 5m (PREF 2m) FROM THE
EDGE OF ANY ESSENTIAL
ENGINEERING ACTIVITY AS SHOWN
ON THESE PLANS
LIMITED TO A MAXIMUM WIDTH OF
10m
ENTRY PROHIBITED EXCEPT FOR
ESSENTIAL THINNING OF PLANT
GROWTH
COMMENTS
ALL SITE WORKERS WILL CLEARLY RECOGNISE
THESE ZONES - WHERE APPROPRIATE THE
CONSTRUCTION AREAS ARE TO BE IDENTIFIED WITH
BARRIER FENCING (DOWNSLOPE) OR SIMILAR
MATERIAL.
THE SITE MANAGER SHALL DETERMINE AND MARK
THE LOCATION OF THESE ZONES ONSITE. THEY CAN
VARY IN POSITION TO BEST CONSERVE THE EXISTING
VEGETATION AND PROTECT DOWNSTREAM AREAS
WHILE BEING CONSIDERATE OF THE NEEDS OF
EFFICIENT WORKS ACTIVITIES. ALL SITE WORKERS
SHALL CLEARLY RECOGNISE THEIR BOUNDARIES.
WHERE APPROPRIATE THE ACCESS AREAS ARE TO
BE MARKED WITH BARRIER MESH, SEDIMENT
FENCING OR SIMILAR MATERIALS.
THINNING OF GROWTH MAY BE REQUIRED FOR FIRE
HAZARD REDUCTION.
NOTE:
WORKS WITHIN WATERWAYS AND CREEKS SHALL BE RESTRICTED AS DIRECTED - ALL LANDS WITHIN CREEKS
AND WATERWAYS SHALL HAVE C-FACTORS BELOW 0.05 FROM 1st JANUARY TO 15th MAY USING MATERIALS
THAT CAN CATER FOR CONCENTRATED FLOWS.
14. WORKS ARE TO BE UNDERTAKEN IN THE FOLLOWING SEQUENCE. EACH SUBSEQUENT STAGE IS NOT TO
COMMENCE UNTIL THE PREVIOUS ONE IS COMPLETE:-
a. INSTALL ALL BARRIER AND SEDIMENT FENCING WHERE SHOWN ON THE PLAN AND TO DETAIL(SD) 6-8.
b. CONSTRUCT STABILISED SITE ACCESS AS SHOWN ON THE PLAN AND TO DETAIL (SD) 6-14.
c. CONSTRUCT LOW FLOW EARTH BANKS WHERE SHOWN ON THE PLAN AND TO DETAIL (SD) 5-5.
d. PROVIDE TEMP. ACCESS TO THE SEDIMENT BASIN(S)AND PROTECT THIS WITH SEDIMENT FENCING (SD) 6-8
OR BARRIER FENCING AND EARTH BANKS (SD) 5-5.
e. PLACE SEDIMENT FENCING (SD) 6-8 DOWNSLOPE OF LANDS TO BE DISTURBED FOR CONSTRUCTION OF
THE SEDIMENT BASINS.
f. CONSTRUCT SEDIMENT BASIN(S) GENERALLY IN ACCORDANCE WITH (SD) 6-4
g. STABILISE LAND SURFACES DISTURBED BY CONSTRUCTION OF THE SEDIMENT BASIN(S) AS SOON AS
FINAL LEVELS ARE ESTABLISHED
h. CLEAR THE SITE AND STRIP AND STOCKPILE THE TOPSOIL IN THE LOCATIONS SHOWN ON THE PLAN OR AS
DIRECTED BY THE SITE SUPERINTENDENT TO DETAIL (SD) 4-1.
i. UNDERTAKE ALL ESSENTIAL CONSTRUCTION WORKS.
j. GRADE LOT AREAS TO FINAL GRADES AND APPLY PERMANENT STABILISATION (LANDSCAPING) WITHIN 14
DAYS OF COMPLETION OF CONSTRUCTION WORKS.
k. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER THE PERMANENT LANDSCAPING HAS BEEN
COMPLETED.
15. CLEARLY VISIBLE BARRIER FENCING SHALL BE INSTALLED WHERE DIRECTED BY THE SITE SUPERINTENDENT
TO CONTROL AND PROHIBIT UNNECESSARY SITE DISTURBANCE
16. EARTH BATTERS SHALL BE CONSTRUCTED WITH AS LOW A GRADIENT AS PRACTICABLE BUT NO STEEPER
THAN:-
a. 2(h) - 1(v) WHERE SLOPE LENGTH IS LESS THAN 7m
b. 2.5(h) - 1(v) WHERE SLOPE LENGTH IS BETWEEN 7m AND 10m
c. 3(h) - 1(v) WHERE SLOPE LENGTH IS BETWEEN 10m AND 12m
d. 4(h) - 1(v) WHERE SLOPE LENGTH IS BETWEEN 12m AND 18m
e. 5(h) - 1(v) WHERE SLOPE LENGTH IS BETWEEN 18m AND 27m
f. 6(h) - 1(v) WHERE SLOPE LENGTH IS GREATER THAN 27m
SLOPE LENGTHS CAN BE SHORTENED BY USING LOW FLOW EARTH BANKS AS CATCH DRAINS ABOVE THE
EARTH BATTER AREA.
17. PROTECTION FROM EROSIVE FORCES SHALL BE UNDERTAKEN ON ALL LANDS TO MEET THE REQUIREMENTS
OF TABLE J3-3 "MAXIMUM ACCEPTABLE C-FACTORS AT NOMINATED TIMES DURING WORKS" FROM
"MANAGING URBAN STORMWATER - SOILS AND CONSTRUCTION 4TH EDITION"
18. TEMPORARY GROUND COVER IN SHEET FLOW AREAS IS TO BE IN ACCORDANCE WITH TABLE J3-4 "PLANT
SPECIES FOR GROUND COVER" FROM "MANAGING URBAN STORMWATER - SOILS AND CONSTRUCTION 4TH
EDITION" WHERE PRACTICAL FOOT AND VEHICULAR TRAFFIC SHALL BE KEPT AWAY FROM REHABILITATED
AREAS
19. WHERE POSSIBLE THE CONSTRUCTION PROGRAM IS TO BE SCHEDULED SO THAT THE TIME FROM STARTING
LAND DISTURBANCE ACTIVITIES TO STABILISATION IS A DURATION OF LESS THAN 6 MONTHS - THIS MEANS
ACHIEVING A C-FACTOR OF LESS THAN 0.1 AND SETTING IN MOTION A PROGRAM THAT ENSURES THAT IT
DROPS PERMANENTLY, (BY VEGETATION, PAVING, ARMOURING etc.) TO LESS THAN 0.05 WITHIN A FURTHER 60
DAYS. LOCAL WATER RESTRICTIONS PERMITTING, LANDS THAT HAVE BEEN NEWLY PLANTED WITH GRASS
SPECIES SHALL BE WATERED REGULARLY UNTIL AN EFFECTIVE COVER HAS BEEN ESTABLISHED AND PLANTS
ARE GROWING VIGOROUSLY. FOLLOW-UP SEED AND FERTILISER SHALL BE APPLIED AS NECESSARY IN
AREAS OF MINOR SOIL EROSION AND/OR INADEQUATE VEGETATIVE PROTECTION. NOTWITHSTANDING THIS
SCHEDULE WORKS SO THAT THE DURATION FROM THE CONCLUSION OF LAND SHAPING TO THE COMPLETION
OF FINAL STABILISATION IS LESS THAN 20 WORKING DAYS.
20. SEDIMENT FENCES (SD) 6-8 SHALL:-
a. BE INSTALLED WHERE SHOWN ON THE PLAN AND AS DIRECTED AT THE DISCRETION OF THE SITE
SUPERINTENDENT DURING THE COURSE OF CONSTRUCTION TO CONTAIN THE COARSER SEDIMENT
FRACTIONS AS NEAR AS POSSIBLE TO THEIR SOURCE.
b. HAVE A CATCHMENT AREA NOT EXCEEDING 720sq.m, AND A STORAGE DEPTH OF AT LEAST 0.6m.
c. PROVIDE AN UPSLOPE RETURN OF 1m AT INTERVALS ALONG THE FENCE WHERE THE CATCHMENT AREA
EXCEEDS 720sq.m. TO LIMIT THE DISCHARGE REACHING EACH SECTION TO 50litres/sec IN A MAX. 10yr Tc
DISCHARGE.
21. STOCKPILES (SD) 4-1 SHALL BE LOCATED AS SHOWN ON THE PLANS AND AT THE DISCRETION OF THE SITE
SUPERINTENDENT.
22. DURING WINDY WEATHER LARGE UNPROTECTED AREAS ARE TO BE KEPT MOIST (NOT WET) BY SPRINKLING
WITH WATER TO KEEP DUST UNDER CONTROL. IN THE EVENT WATER IS NOT AVAILABLE IN SUFFICIENT
QUANTITIES SOIL BINDERS AND/OR DUST RETARDANTS SHALL BE USED OR THE SURFACE SHALL BE LEFT IN
A CLODDY STATE THAT RESISTS REMOVAL BY WIND.
23. STOCKPILES SHALL NOT BE LOCATED WITHIN 5m OF HAZARD AREAS, INCLUDING LIKELY AREAS OF HIGH
VELOCITY FLOWS SUCH AS WATERWAYS, PAVED AREAS OR DRIVEWAYS.
24. THE SEDIMENT RETENTION BASINS (SD) 6-4 SHALL:-
a. BE CONSTRUCTED WHERE SHOWN ON THE PLANS.
b. BE FLOCCULATED (APPENDIX E MANAGING URBAN STORMWATER SOILS & CONSTRUCTION 4TH ED.)
BEFORE DISCHARGE OCCURS (UNLESS THE DESIGN STORM EVENT IS EXCEEDED)
c. HAVE ONE OR MORE PEGS PLACED ON THE FLOOR TO CLEARLY INDICATE THE LEVEL AT WHICH DESIGN
CAPACITY OCCURS AND WHEN SEDIMENT SHALL BE REMOVED.
25. STORED CONTENTS OF THE BASINS SHALL BE TREATED WITH GYPSUM (APPENDIX E MANAGING URBAN
STORMWATER SOILS & CONSTRUCTION 4TH ED.) OR OTHER FLOCCULATING AGENTS WHERE THEY CONTAIN
MORE THAN 50mg/litre OF SUSPENDED SOLIDS. TREATMENT SHALL BE AS FOLLOWS:-
a. LOWER SUSPENDED SOLIDS TO LESS THAN 50mg/litre WITHIN 24hrs OF FILLING
b. THE BASINS SHALL THEN BE ALLOWED TO STAND 36 TO 48hrs FOR FLOCCULATED PARTICLES TO SETTLE
c. THE BASINS SHALL THEN BE DRAINED SO THAT FULL STORAGE CAPACITY IS REGAINED WITHOUT
DISCHARGING SEDIMENT FROM THE SITE.
26. SEDIMENT REMOVED FROM ANY TRAPPING DEVICE SHALL BE DISPOSED IN LOCATIONS WHERE FURTHER
EROSION AND CONSEQUENT POLLUTION TO DOWNSLOPE LANDS AND WATERWAYS SHALL NOT OCCUR.
27. WATER SHALL BE PREVENTED FROM DIRECTLY ENTERING THE PERMANENT DRAINAGE SYSTEM UNLESS IT IS
RELATIVELY SEDIMENT FREE (ie THE CATCHMENT HAS BEEN LANDSCAPED AND/OR ANY LIKELY SEDIMENT
HAS BEEN TREATED IN AN APPROVED DEVICE) NEVERTHELESS STORMWATER INLETS SHALL BE PROTECTED
(SD) 6-11 & 6-12.
28. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES SHALL BE REMOVED ONLY AFTER THE LANDS
THEY ARE PROTECTING ARE STABILISED.
29. ACCEPTABLE BINS SHALL BE PROVIDED FOR ANY CONCRETE AND MORTAR SLURRIES, PAINTS, ACID
WASHINGS, LIGHTWEIGHT WASTE MATERIALS AND LITTER. CLEARANCE SERVICES SHALL BE PROVIDED AT
LEAST ONCE A WEEK.
GENERAL NOTES:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES AND STANDARD DRAWINGS, INCLUDING REVEGETATION
AND STORAGE OF SOIL AND TOPSOIL, SHALL BE IMPLEMENTED TO THE REQUIREMENTS OF THE " SOILS AND
CONSTRUCTION - VOLUME 1, 4TH EDITION, MARCH 2004 ".
2. TOPSOIL FROM ALL AREAS TO BE DISTURBED SHALL BE STOCKPILED AND LATER RESPREAD TO AID
REVEGETATION IN THOSE AREAS.
3. ALL DRAINAGE WORKS SHALL BE CONSTRUCTED AND STABILISED AS EARLY AS POSSIBLE DURING
DEVELOPMENT.
4. ALL TAIL-OUT DRAINS SHALL BE COUCH GRASSED AND TRAPEZOIDAL IN SECTION. STRAW BALES SHALL BE
PLACED AS A SEDIMENT CONTROL DEVICE WHERE REQUIRED.
5. VEHICULAR TRAFFIC SHALL BE CONTROLLED DURING DEVELOPMENT CONFINING ACCESS WHERE POSSIBLE
TO PROPOSED OR EXISTING ROAD ALIGNMENTS. AREAS TO BE LEFT UNDISTURBED SHALL BE MARKED OFF.
6. ROADS SHALL BE PAVED AS EARLY AS POSSIBLE AFTER FORMATION.
7. DISTURBANCE OF VEGETATION SHALL BE LIMITED TO FILL AREAS, ROADWAYS AND DRAINAGE LINES. NO LOT
GRADING SHALL BE CARRIED OUT IN UNDISTURBED AREAS WITHOUT CONSULTATION WITH COUNCIL'S
ENGINEER.
8. ALL DISTURBED AREAS SHALL BE REVEGETATED AS SOON AS THE RELEVANT WORKS ARE COMPLETED.
9. ALL SEDIMENT BASINS AND TRAPS SHALL BE CLEANED WHEN THE STRUCTURES ARE A MAXIMUM 60% FULL
OF SOLID MATERIALS, INCLUDING DURING THE MAINTENANCE PERIOD.
10. THE SOIL AND WATER MANAGEMENT PLAN IS TO BE READ IN CONJUNCTION WITH THE ENGINEERING PLANS,
AND COUNCIL'S WRITTEN GUIDELINES FOR THE DEVELOPMENT OF LAND.
11. CONTRACTORS SHALL ENSURE THAT ALL SOIL AND WATER MANAGEMENT WORKS ARE UNDERTAKEN AS
SPECIFIED ON THE PLAN AND IN ACCORDANCE WITH THE GUIDELINES SHOWN IN "MANAGING URBAN
STORMWATER - SOILS AND CONSTRUCTION 4TH EDITION" ("THE BLUE BOOK").
12. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR REDUCING THE SOIL EROSION AND
POLLUTION OF DOWNSLOPE AREAS.
13. THE SOIL EROSION HAZARD ON THE SITE IS TO BE KEPT AS LOW AS POSSIBLE AND GENERALLY IN
ACCORDANCE WITH THE FOLLOWING SCHEDULE:
SEDIMENTATION CONTROL DEVICES:
1. ALL STRAW BALES SHALL BE BOUND WITH WIRE. STRAW BALES SHALL BE PLACED END TO END IN A SINGLE
ROW AND EMBEDDED INTO THE SOIL TO A DEPTH OF 100mm. EACH BALE SHALL BE SECURELY ANCHORED
WITH TWO STEEL STAKES DRIVEN 600mm INTO THE GROUND AND LOCKED ON THE BALE CENTRELINE.
2. SILT FENCES SHALL BE CONSTRUCTED BY STRETCHING A FILTER FABRIC (PROPEX OR SIMILAR) BETWEEN
POSTS AT 2.5m CENTRES. FABRIC SHALL BE BURIED 150mm ALONG IT'S LOWER EDGE.
3. PROVIDE STRIP OF TURF MIN. 300mm WIDE BEHIND KERB + 1m WIDE AROUND ALL SURFACE INLET PITS
STOCKPILE NOTES:
1. SPOIL AND TOPSOIL STOCKPILES SHALL BE LOCATED AWAY FROM DRAINAGE LINES AND AREAS WHERE
WATER MAY CONCENTRATE.
2. IF STOCKPILES ARE TO BE IN PLACE FOR LONGER THAN 14 DAYS THEN THEY SHALL BE STABILIZED BY
COVERING WITH A MULCH OR WITH TEMPORARY VEGETATION.
3. FOLLOWING CONSTRUCTION, TOPSOIL SHALL BE RESPREAD TO A MINIMUM DEPTH OF 100mm ON THE BARE
SOIL SURFACES AND REVEGETATED.
SITE INSPECTION AND MAINTENANCE:
1. A SELF-AUDITING PROGRAM SHALL BE ESTABLISHED BASED ON A INSPECTION TEST PLAN (ITP) OR LOG
BOOK. A SITE INSPECTION USING THE ITP SHALL BE MADE BY THE SITE MANAGER-:
a. AT LEAST WEEKLY
b. IMMEDIATELY BEFORE SITE CLOSURE
c. IMMEDIATELY FOLLOWING RAINFALL EVENTS IN EXCESS OF 5mm IN ANY 24hr PERIOD.
THE SELF AUDIT SHALL INCLUDE:-
a. RECORDING THE CONDITION OF EVERY 'BEST MANAGEMENT PRACTICE' EMPLOYED
b. RECORDING MAINTENANCE REQUIREMENTS (IF ANY) FOR EACH 'BEST MANAGEMENT PRACTICE'
c. RECORDING THE VOLUMES OF SEDIMENT REMOVED FROM SEDIMENT RETENTION SYSTEMS WHERE
APPLICABLE
d. RECORDING THE SITE WHERE SEDIMENT IS DISPOSED
e. FORWARDING A SIGNED DUPLICATE OF THE COMPLETED CHECK SHEET TO THE PROJECT
MANAGER/DEVELOPER FOR THEIR INFORMATION.
2. IN ADDITION A SUITABLY QUALIFIED PERSON SHALL BE RESPONSIBLE FOR OVERSEEING THE INSTALLATION
AND MAINTENANCE OF ALL SOIL AND WATER MANAGEMENT WORKS ON THE SITE. THE PERSON SHALL BE
REQUIRED TO SPEND A MINIMUM OF:-
a. 2hrs ONSITE EACH FORTNIGHT UP UNTIL COMPLETION OF ROAD AND DRAINAGE WORKS AND/OR THE
COMMISSIONING OF SEDIMENT BASIN(S)/WATER QUALITY CONTROL FACILITIES, AND DURING THE
DECOMMISSIONING OF SAME AND/OR FINAL SITE STABILISATION. TO PROVIDE A SHORT MONTHLY
WRITTEN REPORT.
b. ONE HOUR ONSITE EACH 2 MONTHS DURING THAT PHASE WHERE THE DEVELOPERS RESPONSIBILITIES
ARE LIMITED TO MAINTENANCE OF THE SDS DEVICES AND/OR SEDIMENT BASINS (ie DURING THE STAGE
WHEN BUILDING WORKS CAN BE UNDERTAKEN) TO PROVIDE A SHORT WRITTEN REPORT EACH 4 MONTHS
THE RESPONSIBLE PERSON SHALL ENSURE THAT:-
a. THIS PLAN IS BEING IMPLEMENTED CORRECTLY
b. REPAIRS ARE BEING UNDERTAKEN AS REQUIRED
c. ESSENTIAL MODIFICATIONS TO THIS PLAN ARE BEING MADE IF AND WHEN NECESSARY. EACH REPORT
SHALL CERTIFY THAT WORKS HAVE BEEN CARRIED OUT ACCORDING TO THE APPROVED PLANS.
3. WASTE BINS SHALL BE EMPTIED AS NECESSARY, DISPOSAL OF WASTE SHALL BE IN A MANNER APPROVED BY
THE SITE SUPERINTENDENT
4. PROPER DRAINAGE OF THE SITE SHALL BE MAINTAINED. DRAINS (INCLUDING INLET AND OUTLET WORKS)
SHALL BE CHECKED TO ENSURE THAT THEY ARE OPERATING AS INTENDED,ESPECIALLY THAT:-
a. NO LOW POINTS EXIST WHICH CAN OVERTOP IN A LARGE STORM EVENT.
b. AREAS OF EROSION ARE REPAIRED (e.g LINED WITH SUITABLE MATERIAL) AND/OR VELOCITY OF
FLOW IS REDUCED APPROPRIATELY THROUGH CONSTRUCTION OF SMALL CHECK DAMS OR INSTALLING
ADDITIONAL DIVERSIONS UPSLOPE
c. BLOCKAGES ARE CLEARED (THESE MIGHT OCCUR BECAUSE OF SEDIMENT POLLUTION, SAND/SOIL/SPOIL
BEING DEPOSITED IN OR TOO CLOSE TO THEM, BREACHED BY VEHICLE WHEELS etc)
5. SAND/SOIL/SPOIL MATERIALS PLACED CLOSER THAN 2m FROM HAZARD AREAS SHALL BE REMOVED SUCH
HAZARD AREAS INCLUDE ANY AREAS OF HIGH VELOCITY WATER FLOWS (eg WATERWAYS AND GUTTERS)
PAVED AREAS AND DRIVEWAYS.
6. RECENTLY STABILISED LANDS SHALL BE CHECKED TO ENSURE THAT THE EROSION HAZARD HAS BEEN
EFFECTIVELY REDUCED. ANY REPAIRS SHALL BE INITIATED AS APPROPRIATE.
7. EXCESSIVE VEGETATIVE GROWTH SHALL BE CONTROLLED THROUGH MOWING OR SLASHING.
8. ALL SEDIMENT DETENTION SYSTEMS SHALL BE KEPT IN GOOD WORKING CONDITION. IN PARTICULAR
ATTENTION SHALL BE GIVEN TO:-
a. RECENT WORKS TO ENSURE THAT THEY HAVE NOT RESULTED IN DIVERSION OF SEDIMENT LADEN WATER
AWAY FROM THEM.
b. DEGRADABLE PRODUCTS TO ENSURE THAT THEY ARE REPLACED AS REQUIRED
c. SEDIMENT REMOVAL TO ENSURE THE DESIGN CAPACITY OR LESS REMAINS IN THE SETTLING ZONE.
9. ADDITIONAL EROSION AND/OR SEDIMENT CONTROL WORKS SHALL BE CONSTRUCTED AS MIGHT BECOME
NECESSARY TO ENSURE THE DESIRED PROTECTION IS GIVEN TO DOWNSLOPE LANDS AND WATERWAYS (ie
MAKE ONGOING CHANGES TO THIS PLAN WHERE IT PROVES INADEQUATE IN PRACTICE OR IS SUBJECTED TO
CHANGES IN CONDITIONS AT THE WORKS SITE OR ELSEWHERE IN THE CATCHMENT.
10. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN A FUNCTIONING CONDITION UNTIL
ALL EARTHWORKS ACTIVITIES ARE COMPLETED AND THE SITE STABILISED.
11. WATERS IN SEDIMENT RETENTION BASIN(S) THAT OCCUPY MORE THAN 1/4 OF THE DESIGN CAPACITY DURING
THAT STAGE OF THE WORKS UP UNTIL COMMISSIONING OF THE BASIN(s) SHALL BE:-
a. TREATED WITH A FLOCCULATING AGENT (APPENDIX E MANAGING URBAN STORMWATER SOILS &
CONSTRUCTION 4TH ED.)
b. DISCHARGED WITHIN 5 days FROM THE CONCLUSION OF ANY STORM EVENT LARGE ENOUGH TO FILL THE
BASIN TO THAT LEVEL.
12. LITTER, DEBRIS AND COARSE SEDIMENT SHALL BE REMOVED FROM THE GROSS POLLUTANT TRAPS AND
TRASH RACKS AS REQUIRED.
SOIL AND WATER MANAGEMENT SHALL BE READ IN CONJUNCTION
WITH CADDENS HILL STAGES 2 & 3 BULK EARTHWORKS CC APPROVAL
- REF CC 14305 SOIL & WATER MANAGEMENT