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A1
COURTESY © GOOGLE MAPS
LOCALITY PLANNTS
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
ISSUE B
DATE ISSUE REVISION BY
06/04/2020 B AMENDED PLANS IN ACCORDANCE WITH STATEMENT OF FACTS AND CONTENTIONSFILED BY BCC. BNS
DECEMBER, 2019 A INITIAL ISSUE FOR DA BNS
PLAN SCHEDULESHEET No. DESCRIPTION
1 CONCEPTUAL ENGINEERING PLAN
2 GENERAL ARRANGEMENT PLAN
3 BULK EARTHWORKS PLAN
4 BULK EARTHWORKS - SECTION A-A
5 BULK EARTHWORKS - SECTION B-B
6 BULK EARTHWORKS - SECTIONS C-C AND D-D
7LONGITUDINAL SECTION - TALLAWONG ROAD AND TYPICAL CROSS SECTION (PARTIAL WIDTHROAD RECONSTRUCTION)
8 CROSS SECTIONS - TALLAWONG ROAD (PARTIAL WIDTH ROAD RECONSTRUCTION)
9 LONGITUDINAL SECTION - PROPOSED ROAD 1 AND TYPICAL CROSS SECTION
10 CROSS SECTIONS - PROPOSED ROAD 1
11 LONGITUDINAL SECTION - PROPOSED ROAD 2 AND TYPICAL CROSS SECTION
12 CROSS SECTIONS - PROPOSED ROAD 2
13 LONGITUDINAL SECTION - PROPOSED ROAD 3 AND TYPICAL CROSS SECTION
14 CROSS SECTIONS - PROPOSED ROAD 3
15 LONGITUDINAL SECTION - PROPOSED ROAD 4 AND TYPICAL CROSS SECTION
16 CROSS SECTIONS - PROPOSED ROAD 4
17 LONGITUDINAL SECTION - PROPOSED TEMPORARY PUBLIC ROAD, TYPICAL CROSS SECTIONAND CROSS SECTIONS
18 STORMWATER DRAINAGE CATCHMENT PLAN
19 PLAN - TEMPORARY OSD/WATER QUALITY SYSTEM, ABOVE GROUND OSD SUMMARY SHEETAND SECTIONS A-A & B-B
20 CONCEPTUAL ENGINEERING PLAN - PROPOSED LOT PADS AND RETAINING WALLS
21 CONCEPTUAL ENGINEERING PLAN - PROPOSED LOT PADS AND RETAINING WALLS
22 WASTE COLLECTION VEHICLE SWEPT PATHS
23DRAINAGE CALCULATIONS - HYDROLOGICAL RESULTS (5yr AND 20yr ARI DESIGN STORMEVENT)
24 DRAINAGE CALCULATIONS - HYDRAULIC RESULTS (5yr AND 20yr ARI DESIGN STORM EVENT)
25 DRAINAGE LONGITUDINAL SECTIONS - LINES 2 & 3 (5yr)
26 DRAINAGE LONGITUDINAL SECTIONS - LINES 4 & 5 (5yr)
27 DRAINAGE LONGITUDINAL SECTIONS - LINES 7 & 9 (20yr)
28 DRAINAGE CALCULATIONS - HYDROLOGICAL RESULTS (100yr ARI DESIGN STORM EVENT)
29 DRAINAGE CALCULATIONS - HYDRAULIC RESULTS (100yr ARI DESIGN STORM EVENT)
30 DRAINAGE LONGITUDINAL SECTIONS - LINES 2 & 3 (100yr)
31 DRAINAGE LONGITUDINAL SECTION - LINE 4 (100yr)
32 DRAINAGE LONGITUDINAL SECTIONS - LINES 7 & 9 (100yr)
SITE
15. MINIMUM 150mm THICK TOPSOIL SHALL BE SPREAD ON ALLFOOTPATHS, BERMS, BATTERS AND SITE REGRADING AREAS. EXCESSTOPSOIL SHALL BE DISPOSED OF AS DIRECTED BY THE ENGINEER.
16. ALL LAND DISTURBED BY EARTHWORKS SHALL BE SPRAY-GRASSED,OR SIMILARLY TREATED TO ESTABLISH GRASS COVER WITHIN 14 DAYS.SEED MIXTURES ARE TO BE APPROVED BY COUNCIL PRIOR TO APPLICATION. ALL GRASSED AREAS SHALL BE REGULARLY WATERED ANDMAINTAINED UNTIL EXPIRATION OF THE MAINTENANCE PERIOD.
17. THE CONTRACTOR SHALL CONTROL DUST THROUGHOUT THEDURATION OF THE PROJECT.
18. ALL PITS DEEPER THAN 1.2m SHALL HAVE STEP IRONS PROVIDED INACCORDANCE WITH COUNCIL'S STANDARDS.
19. ALL DRAINAGE LINES THROUGH LOTS SHALL BE CONTAINED WITHINEASEMENTS AND CONFORM WITH COUNCIL'S STANDARDS.
20. ALL DRAINAGE LINES UNDER ROADS SHALL BE BACKFILLED WITHSHARP SAND TO SUBGRADE LEVEL AND HAVE A 3.0m LENGTH OFAGRICULTURAL LINE, WRAPPED IN AN APPROVED FILTER FABRIC, ATINVERT LEVEL DISCHARGING INTO THE DOWNSTREAM PIT.
21. SUBSOIL DRAINS SHALL BE CONSTRUCTED TO THE SATISFACTION OFTHE ENGINEER.
22. PRECAST KERB INLET LINTELS SHALL BE USED ON GULLY PITS. GRATES SHALL BE 'WELDLOK' TYPE GG 78-51 OR EQUIVALENT.
23. KERB ADAPTORS FOR CONNECTION OF ROOF DRAINS SHALL BEPROVIDED TO ALL LOTS DRAINING TO THE KERB AT THE DOWNSTREAMBOUNDARY.
24. PROVIDE VEHICULAR ENTRIES IN KERB AND GUTTER WHERE SHOWN"VC" OR WHERE DIRECTED BY THE ENGINEER.
25. ERECT STREET NAME SIGNS, CONDUIT WARNING SIGNS AND NOTHROUGH ROAD SIGNS WHERE SHOWN ON THE PLAN OR OTHERWISEAS DIRECTED BY THE ENGINEER. GALVANISED STEEL POSTS TO BE USED
26. CONDUITS SHALL BE LAID AFTER POSITIONS HAVE BEEN DETERMINEDBY THE RELEVANT AUTHORITIES.
27. POSITION OF ALL CONDUITS SHALL BE MARKED ON THE KERB.
28. FELLED TREES SHALL BE SALVAGED FOR REUSE AS WOODCHIP ORMULCH FOR SITE REHABILITATION. ANY NON-SALVAGEABLE MATERIALSHALL BE DISPOSED OF OFF-SITE.
29. THE CONTRACTOR SHALL PROVIDE MINIMUM 24 HOURS NOTICE TO THECOUNCIL FOR ALL INSPECTIONS.
30. THE CONTRACTOR SHALL MAINTAIN SERVICES AND ALL WEATHERACCESS AT ALL TIMES TO THE ADJOINING PROPERTIES.
31. THE CONTRACTOR SHALL UNDERTAKE TRAFFIC CONTROL MEASURESTO ENGINEERS SATISFACTION AND SHALL DISPLAY ALL APPROPRIATEWARNING SIGNS THROUGHOUT THE DURATION OF CONSTRUCTION. TRAFFIC CONTROLS TO BE IN ACCORDANCE WITH AS 1742.3
32. ALL CONSTRUCTION SITE WORKS MUST BE CARRIED OUT USING THE BENCH MARKS SHOWN ON THESE DRAWINGS.
GENERAL NOTES:
1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH COUNCIL'SSTANDARDS AND SPECIFICATIONS AND/OR AS DIRECTED BY COUNCIL'SENGINEER.
2. THE CONTRACTOR SHALL LOCATE AND LEVEL ALL EXISTING SERVICESPRIOR TO COMMENCING CONSTRUCTION AND SHALL MAKE ALLNECESSARY ARRANGEMENTS WITH THE RELEVANT AUTHORITY TORELOCATE OR ADJUST AS FOUND NECESSARY AT NO COST TO COUNCIL.
3. WORKING HOURS SHALL BE FROM IN DAYLIGHT HOURS BETWEEN 7amAND 5pm MONDAY TO FRIDAY AND BETWEEN 8am AND 1pm ON SATURDAY.NO WORK SHALL BE CARRIED OUT ON A SUNDAY OR PUBLIC HOLIDAY.
4. THE CONTRACTOR SHALL NOT ENTER UPON OR DO ANY WORK WITHINADJACENT LANDS WITHOUT PRIOR WRITTEN PERMISSION OF THELAND OWNER.
5. SURVEY MARKS SHALL BE MAINTAINED AT ALL TIMES. WHERERETENTION IS NOT POSSIBLE, THE ENGINEER SHALL BE NOTIFIED ANDCONSENT RECEIVED PRIOR TO THEIR REMOVAL.
6. ALL NEW WORKS SHALL MAKE SMOOTH JUNCTION WITH EXISTINGCONDITIONS.
7. SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TOSOIL DISTURBANCE IN KEEPING WITH THE "MANAGING URBANSTORMWATER SOILS AND CONSTRUCTION, 3rd EDITION, AUGUST 1998MANUAL" PRODUCED BY THE NSW DEPARTMENT OF HOUSING AND TOTHE SATISFACTION OF THE ENGINEER AND AS SHOWN IN THESEDRAWINGS.
8. COUNCIL'S TREE PRESERVATION ORDER SHALL BE OBSERVED AND NOTREE SHALL BE FELLED, LOPPED OR REMOVED WITHOUT PRIORAPPROVAL. APART FROM DESIGNATED STOCKPILE SITES, ALL OTHERAREAS TO BE CORDONED OFF AND REMAIN UNDISTURBED.
9. THE CONTRACTOR SHALL CLEAR THE SITE BY REMOVING ALL RUBBISH,FENCES, OUT HOUSES, CAR BODIES, DEBRIS ETC. THE CONTRACTORSHALL NOT DISPOSE OF ANY DEBRIS BY BURNING OFF IN AN OPENFIRE.
10. UNSOUND MATERIALS AS DETERMINED BY THE ENGINEER SHALL BEREMOVED PRIOR TO ANY FILLING.
11. ALL SITE REGRADING AREAS SHALL BE GRADED TO THE DESIGNLEVELS AND SATISFACTION OF THE ENGINEER. THE CONTRACTORSHALL TAKE LEVELS ON THE EXISTING SURFACE AFTER STRIPPINGTOPSOIL AND PRIOR TO COMMENCING ANY FILL OPERATIONS.
12. SPECIAL ATTENTION IS DRAWN TO THE FOLLOWING REQUIREMENTSFOR SUBMISSION OF:
i) COMPACTION CERTIFICATES FOR SUBGRADE & LOT FILLING; ii) COMPACTION CERTIFICATES FOR PAVEMENT MATERIALS. iii) COMPLIANCE CERTIFICATES FROM ROAD MATERIAL SUPPLIERS.
13. SURPLUS EXCAVATED MATERIAL SHALL BE PLACED WHERE DIRECTEDBY THE ENGINEER.
THICK AND COMPACTED TO 95% STANDARD COMPACTION IN ACCORDANCE WITH
PERFORMED BY N.A.T.A. REGISTERED LABORATORY AND THE RESULTS
14. ALL SITE FILLING SHALL BE PLACED IN LAYERS NOT EXCEEDING 250mm
BCC WORKS SPECIFICATION - 2005. COMPACTION TESTING OF SITE FILL TO
FORWARDED TO THE CONTRACTOR AND PROJECT ENGINEER.
WITH BLACK POWDER COAT FINISH IN ACCORDANCE WITH THE ADOPTEDPOLICY OF BLACKTOWN CITY COUNCIL.
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500
A.H.D.
32
DECEMBER, 2019
1
GJA
BNS
2624DA1-1
MS2624CONCEPTUAL ENGINEERING PLAN
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
1:500 10 0 10 20
485
451452453454455456457458459460461462463464465466467
484483482481480479478477476475
474
473472471470469468
450
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
DRAIN, DESILT AND BACKFILL EXISTINGDAM ON SITE. FINAL DETAILS TO BESHOWN ON ECC PLANS.
ROAD DRAINAGE TO BYPASS OSDSYSTEM AND BE DIRECTED TOSTORMWATER DRAINAGE LINEWITHIN No. 163 TALLAWONG ROAD- REFER DA 18-01492.
EROSION & SEDIMENTATION CONTROLSNTS
LEGENDEXISTING CONTOUR & LEVEL
PROPOSED GULLY PIT AND PIT NUMBER
PROPOSED JUNCTION PIT
OVERHEAD ELECTRICAL WIRES (EXISTING)
SEDIMENT FENCE
STRAW BALE SEDIMENT FILTER
NOTES:1. ROADS AND STORMWATER DRAINAGE SUBJECT TO DESIGN
REQUIREMENTS OF BLACKTOWN CITY COUNCIL.CONSTRUCTION DETAILS TO BE SUBMITTED WITH THECONSTRUCTION CERTIFICATE APPLICATION.
2. FINAL DESIGNS MAY VARY FROM CONCEPT LAYOUT TO SUITSITE CONDITIONS AND REQUIREMENTS OF DEVELOPMENTAPPROVAL.
3. FINAL SOIL AND WATER MANAGEMENT DETAILS ARE TO BESUBMITTED WITH THE CONSTRUCTION CERTIFICATEAPPLICATION BASED ON PUBLICATION "MANAGING URBANSTORMWATER" PREPARED BY LANDCOM.
4. EXISTING BUILDINGS, OUTBUILDINGS AND TREES ARE TO BEDEMOLISHED AS PART OF THIS DEVELOPMENT APPLICATION.
PROPOSED STORMWATER DRAINAGE LINE
EXISTING TREE, NUMBER AND HEIGHT
RATIO: 1:500CONCEPTUAL ENGINEERING PLAN
FUTURE GULLY PIT (BY OTHERS)
CONSTRUCT TEMPORARY OSD AND BIO-RETENTIONSYSTEM GENERALLY IN ACCORDANCE WITH DETAILS ONSHEET 19. FINAL DETAILS TO BE SUBMITTED WITHCONSTRUCTION CERTIFICATE DRAWINGS.
DESIGN EXTENT OF BATTERS
DOWNSTREAM PIPE TO BE CAPPED AT PIT TODIRECT STORMWATER FLOWS THROUGH LOT468 TO TEMPORARY OSD BASIN.
IAD LINE THROUGH LOT 468 TO BE CAPPED AFTERREMOVAL OF TEMPORARY BASIN. CONNECT IADLINE TO STREET DRAINAGE UNDER SEPARATECONSTRUCTION CERTIFICATE APPLICATION.
PROPOSED ROAD 4 (8.5 WIDE)
PROPOSED ROAD 2 (8 WIDE)
PROP
OSED
ROA
D 3
(8.5
WID
E)
PROP
OSED
ROA
D 1
(18 W
IDE)
TEMP PUBLIC ROAD (11 WIDE)
(RESIDUE)
OVERHEAD TELECOMMUNICATION WIRES (EXISTING)
INDICATIVE DRIVEWAY LOCATION
DRAIN, DESILT AND BACKFILL EXISTINGDAM ON SITE. FINAL DETAILS TO BESHOWN ON ECC PLANS.
DRAIN, DESILT AND BACKFILL EXISTINGDAM ON SITE. FINAL DETAILS TO BESHOWN ON ECC PLANS.
REFER TO APPROVED CONCEPTUAL ENGINEERINGPLANS PREPARED BY WOOD & GRIEVE ENGINEERSFOR ROAD AND STORMWATER DRAINAGE LINEDETAILS ON LOT 1 DP1244483 (DA-18-01492).
REMOVE EXISTING HEADWALL AND CONSTRUCTNEW GULLY PIT OVER EXISTING DRAINAGE LINETO REDIRECT STORMWATER FLOWS ALONGTALLAWONG ROAD.
TEMPORARY PUBLIC ROAD 11m WIDE TO PROVIDEALTERNATIVE ACCESS TO DEVELOPMENT SITE, IFREQUIRED. ACCESS TO SITE TO BE VIA APPROVEDSUBDIVISION TO THE SOUTH UNDER DA-18-01492.
EASEMENT FOR DRAINAGE 1.83 WIDE (D.P.30186) - (H500894)PROPOSED EASEMENT TO DRAIN WATER 1.0 WIDE
EASEMENTS
NEW FLEXIBLE PAVEMENT
TRANSITION WORKS
B06/04/2020 - AMENDED PLANS IN ACCORDANCE WITH STATEMENT OF FACTSAND CONTENTIONS FILED BY BCC.
450Ø
1-1
1-2
375Ø
375Ø
375Ø
375Ø
450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø
525Ø
2-1
2-2
2-3
2-4
2-52-62-72-82-92-102-112-122-132-142-152-162-17
2-18
375Ø
450Ø3-1
3-2
375Ø375Ø375Ø375Ø
375Ø375Ø
4-14-24-34-44-5
4-6
4-7
4-8
675Ø
675Ø
675Ø675Ø
675Ø
750Ø
5-1
5-2
5-3
5-4
5-5
5-6
5-7
525Ø
6-16-2
6-3
225Ø225Ø225Ø300Ø300Ø300Ø300Ø300Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø450Ø450Ø 7-17-27-37-47-57-67-77-87-97-107-117-127-137-147-157-167-17
450Ø8-1
150Ø
375Ø
9-19-2
150Ø225Ø
225Ø225Ø
225Ø225Ø
225Ø300Ø
300Ø
10F-1
10F-2
10F-3
10F-4
10F-5
10F-6
10F-7
10F-8
10F-9
150Ø225Ø
225Ø225Ø
225Ø300Ø
375Ø11F-1
11F-2
11F-3
11F-4
11F-5
11F-6
11F-7
FUTURE SUBDIVISION LAYOUT OF LOT 450AND STORMWATER DRAINAGE LINES 10F& 11F ARE BASED ON PLANS TABLED ATPAM MEETING REF: C19/48789; DATED:17/10/2019 AND IS SUBJECT TO ASEPARATE DEVELOPMENT APPLICATION.
REFER TO SHEETS 25-27 & 30-32FOR PIPE SIZES AND GRADES.
6.1 PIT NUMBERS BY WOOD & GRIEVEENGINEERS FOR 163 TALLAWONG ROAD
6.3
6.2
7.1
6.1
2-1
CH 105.00
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500
A.H.D.
32
DECEMBER, 2019
2
GJA
BNS
2624DA1-2
MS2624GENERAL ARRANGEMENT PLAN
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B1:500 10 0 10 20
485
451452453454455456457458459460461462463464465466467
484483482481480479478477476475473472471470469468
CH -30.00
CH -15.00
CH 0.00
CH 15.00
CH 30.00
CH 45.00
CH 60.00
CH 75.00
CH 90.00
CH 105.00
CH 70.71
CH 0
.00
CH 1
5.00
CH 3
0.00
CH 4
5.00
CH 6
0.00
CH 7
5.00
CH 9
0.00
CH 1
05.0
0
CH 1
20.0
0
CH 1
35.0
0
CH 1
50.0
0
CH 1
65.0
0
CH 1
80.0
0
CH 1
95.0
0
CH 2
10.0
0
CH 2
25.0
0
CH 2
40.0
0
CH 2
19.9
1
CH -30.00
CH -15.00
CH 0.00 BDY
CH 15.00
CH 30.00
CH 45.00
CH 60.00
CH 75.00
CH 90.00
CH 70.71 CH 0
.00
CH 1
5.00
CH 3
0.00
CH 4
5.00
CH 6
0.00
CH 7
5.00
CH 9
0.00
CH 1
05.0
0
CH 1
20.0
0
CH 1
35.0
0
CH 1
50.0
0
CH 1
65.0
0
CH 1
80.0
0
CH 1
95.0
0
CH 2
10.0
0
CH 2
20.4
4
CH 1665.00
CH 1680.00
CH 1695.00
CH 1710.00
CH 1725.00
CH 1740.00
CH 1755.00
CH 1770.00
CH 1785.00
CH 1800.00
CH 1695.43 BDY
CH 1766.14
CH 1746.00
450
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
LEGEND NOTES:1. ROADS AND STORMWATER DRAINAGE SUBJECT TO DESIGN
REQUIREMENTS OF BLACKTOWN CITY COUNCIL.CONSTRUCTION DETAILS TO BE SUBMITTED WITH THECONSTRUCTION CERTIFICATE APPLICATION.
2. NORTH-SOUTH ROADS TO BE DESIGNED WITH TRAFFIC FLOWPRIORITY AT INTERSECTIONS WITH EAST-WEST ROADS.GIVE-WAY SIGNS AND LINE MARKING AT CROSS ROADINTERSECTIONS TO BE INSTALLED. CONSTRUCTIONCERTIFICATE DETAILS OF SIGNAGE AND LINEMARKING REQUIREAPPROVAL BY THE LOCAL TRAFFIC COMMITTEE PRIOR TOCONSTRUCTION.
3. FINAL DESIGNS MAY VARY FROM CONCEPT LAYOUT TO SUITSITE CONDITIONS AND REQUIREMENTS OF DEVELOPMENTAPPROVAL.
4. DRIVEWAY LOCATION SHOWN ON THIS PLAN ARE INDICATIVEONLY.
DESIGN EXTENT OF BATTERS
PROPOSED ROAD 4 (8.5 WIDE)
PROPOSED ROAD 2 (8 WIDE)
PROP
OSED
ROA
D 3
(8.5
WIDE
)
PROP
OSED
ROA
D 1
(18 W
IDE)
TEMP PUBLIC ROAD (11 WIDE)
(RESIDUE)
474
8.0
4.5PROPOSED RK
BOUNDARY
PATH PAVING
BOUNDARY
PROPOSED RK
BOUNDARYPATH PAVING
BOUNDARY
5.0
8.5
11.018.0
5.08.5
PROP
OSED
RK
BOUN
DARY
PATH
PAVIN
G
BOUN
DARY
PROP
OSED
RK
PATH
PAVIN
G
BOUN
DARY
PATH
PAVIN
G
BOUN
DARY
PROP
OSED
K&G
BOUN
DARY
5.54.5610.06
PROPOSED GULLY PIT
PROPOSED JUNCTION PIT
PROPOSED STORMWATER DRAINAGE LINE
FUTURE GULLY PIT (BY OTHERS)
7.0
1.0
3.0
PROPOSED RK
BOUNDARY
BOUNDARYEDGE OF PAVEMENT
EXTENT OF BATTER
EXTENT OF BATTER
TALL
AWON
G
ROAD
ROAD DRAINAGE TO BYPASS OSDSYSTEM AND BE DIRECTED TOSTORMWATER DRAINAGE LINEWITHIN No. 163 TALLAWONG ROAD- REFER DA 18-01492.
CONSTRUCT TEMPORARY OSD AND BIO-RETENTIONSYSTEM GENERALLY IN ACCORDANCE WITH DETAILS ONSHEET 19. FINAL DETAILS TO BE SUBMITTED WITHCONSTRUCTION CERTIFICATE DRAWINGS.
DOWNSTREAM PIPE TO BE CAPPED AT PIT TODIRECT STORMWATER FLOWS THROUGH LOT468 TO TEMPORARY OSD BASIN.
IAD LINE THROUGH LOT 468 TO BE CAPPED AFTERREMOVAL OF TEMPORARY BASIN. CONNECT IADLINE TO STREET DRAINAGE UNDER SEPARATECONSTRUCTION CERTIFICATE APPLICATION.
REFER TO APPROVED CONCEPTUAL ENGINEERINGPLANS PREPARED BY WOOD & GRIEVE ENGINEERSFOR ROAD AND STORMWATER DRAINAGE LINEDETAILS ON LOT 1 DP1244483 (DA-18-01492).
REMOVE EXISTING HEADWALL AND CONSTRUCTNEW GRATED PIT OVER EXISTING DRAINAGELINE TO REDIRECT STORMWATER FLOWSALONG TALLAWONG ROAD.
TEMPORARY PUBLIC ROAD 11m WIDE TO PROVIDEALTERNATIVE ACCESS TO DEVELOPMENT SITE, IFREQUIRED. ACCESS TO SITE TO BE VIA APPROVEDSUBDIVISION TO THE SOUTH UNDER DA-18-01492.
FORM BUILDING PADS ON PROPOSED LOTS WITHBULK EARTHWORKS. INSTALL RETAINING WALLS TOPROVIDE SUPPORT. REFER TO DETAILS ON SHEETS20 AND 21.
PROPOSED RETAINING WALL
INDICATIVE DRIVEWAY LOCATION
NEW FLEXIBLE PAVEMENT
EASEMENT FOR DRAINAGE 1.83 WIDE (D.P.30186) - (H500894)PROPOSED EASEMENT TO DRAIN WATER 1.0 WIDE
EASEMENTS
TRANSITION WORKS
06/04/2020 - AMENDED PLANS IN ACCORDANCE WITH STATEMENT OF FACTSAND CONTENTIONS FILED BY BCC.
450Ø
1-1
1-2
375Ø
375Ø
375Ø
375Ø
450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø450Ø
525Ø
2-1
2-2
2-3
2-4
2-52-62-72-82-92-102-112-122-132-142-152-162-17
2-18
375Ø
450Ø
3-1
3-2
375Ø375Ø375Ø375Ø
375Ø375Ø
4-14-24-34-44-5
4-6
4-7
4-8
675Ø
675Ø
675Ø675Ø
675Ø
750Ø
5-1
5-2
5-3
5-4
5-5
5-6
5-7
525Ø
6-16-2
6-3
225Ø225Ø225Ø300Ø300Ø300Ø300Ø300Ø375Ø375Ø375Ø375Ø375Ø375Ø375Ø450Ø450Ø 7-17-27-37-47-57-67-77-87-97-107-117-127-137-147-157-167-17
450Ø8-1
150Ø
375Ø
9-19-2
150Ø225Ø
225Ø225Ø
225Ø225Ø
225Ø300Ø
300Ø
10F-1
10F-2
10F-3
10F-4
10F-5
10F-6
10F-7
10F-8
10F-9
150Ø225Ø
225Ø225Ø
225Ø300Ø
375Ø
11F-1
11F-2
11F-3
11F-4
11F-5
11F-6
11F-7
6.1 PIT NUMBERS BY WOOD & GRIEVEENGINEERS FOR 163 TALLAWONG ROAD
6.3
6.2
7.1
6.1
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500
A.H.D.
32
DECEMBER, 2019
3
GJA
BNS
2624DA1-3
MS2624BULK EARTHWORKS PLAN
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B1:500 10 0 10 20
485
451452453454455456457458459460461462463464465466467
484483482481480479478477476475473472471470469468
450
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
PROPOSED ROAD 4 (8.5 WIDE)
PROPOSED ROAD 2 (8 WIDE)
PROP
OSED
ROA
D 3
(
8.5 W
IDE)
PROP
OSED
ROA
D 1
(18 W
IDE)
TEMP PUBLIC ROAD (11 WIDE)
(RESIDUE)
474
RATIO: 1:20
TYPICAL SECTION - PAD FORMATION ATPROPOSED LOT BOUNDARIES
0.40
1% FALL
1:2 BATTER
BOUN
DARY
PROP
OSED
LOT
1% FALL
natural surface
EXCAVATE 400mm BEHIND LINE OF EXTERNALBOUNDARY TO ALLOW FOR RETAINING WALLCONSTRUCTION TO UPPER PAD.
BB
AA
CC
DD
DEPTH RANGE TABLE
-3.0 to -2.5 CUT
-2.5 to -2.0 CUT
-2.0 to -1.5 CUT
-1.5 to -1.0 CUT
-1.0 to -0.5 CUT
-0.5 to 0 CUT
0 to 0.5 FILL
0.5 to 1.0 FILL
1.0 to 1.5 FILL
1.5 to 2.0 FILL
2.0 to 2.5 FILL
Lower Upper CUT/FILL Colour
2.5 to 3.0
3.0 to 3.5
3.5 to 4.0
FILL
FILL
FILL
-3.5 to -3.0 CUT
-4.0 to -3.5 CUT
06/04/2020 - AMENDED PLANS IN ACCORDANCE WITH STATEMENT OF FACTSAND CONTENTIONS FILED BY BCC.
TRANSITION WORKS ONLY REQUIRED IFDEVELOPMENT OF 163 TALLAWONG ROAD(DA-18-01492) HAS NOT YET COMMENCED.
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE
A.H.D.
32
DECEMBER, 2019
4
GJA
BNS
2624DA1-4
MS2624BULK EARTHWORKS - SECTION A-A
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
1:500(HS); 1:100(VS)
0.00
045
.011
45.9
17
3.35
045
.288
45.7
823.
500
45.3
0045
.782
3.65
045
.313
45.6
333.
950
45.3
3845
.672
9.00
245
.807
45.8
23
14.0
5046
.284
45.6
71
14.3
3946
.312
45.6
32
14.4
9546
.322
45.7
75
14.6
4546
.330
45.7
81
15.0
0046
.349
45.7
95
18.4
6746
.683
45.9
33
20.1
5146
.554
46.0
61
30.0
0046
.961
44.8
00
42.8
3147
.803
44.8
00
42.8
3247
.803
46.0
80
44.4
3247
.916
46.0
80
44.5
3247
.923
47.2
80
45.0
0047
.956
47.2
80
56.9
4148
.786
47.2
80
57.0
4148
.792
48.4
80
60.0
0048
.987
48.4
80
69.4
5149
.584
48.4
80
69.5
5249
.590
49.5
30
75.0
0049
.936
49.5
30
81.9
6250
.400
49.5
30
82.0
6150
.406
50.1
80
90.0
0050
.883
50.1
80
94.4
7251
.169
50.1
80
94.5
7251
.175
50.8
30
104.
612
51.7
7450
.830
104.
712
51.7
8051
.136
105.
000
51.7
9751
.136
114.
751
52.7
7351
.136
114.
852
52.8
0151
.613
120.
000
53.4
8951
.612
124.
891
52.6
6351
.612
124.
992
52.6
6552
.193
135.
000
52.9
0452
.193
135.
031
52.9
0552
.193
135.
131
52.9
0852
.717
145.
172
53.3
1652
.717
145.
272
53.3
2153
.217
150.
000
53.5
3353
.217
155.
312
53.8
6553
.217
155.
411
53.8
7153
.600
165.
000
54.3
7853
.600
165.
452
54.3
8453
.600
165.
552
54.3
8653
.858
175.
592
54.5
8653
.858
175.
655
54.5
8953
.954
180.
000
54.6
9153
.954
185.
732
54.6
8353
.954
185.
795
54.6
8354
.018
195.
000
54.6
8954
.018
195.
872
54.7
0554
.018
195.
935
54.7
0654
.082
206.
012
54.7
5254
.082
206.
075
54.7
5154
.210
210.
000
54.9
6854
.210
216.
562
55.1
1754
.210
220.
062
54.7
7654
.794
223.
911
54.7
7954
.639
224.
062
54.7
7954
.639
224.
212
54.7
7954
.489
224.
512
54.7
7954
.529
225.
000
54.7
7954
.544
229.
564
54.7
8354
.681
234.
612
54.7
8554
.529
234.
911
54.7
8554
.490
235.
062
54.7
8554
.639
235.
212
54.7
8554
.639
239.
102
54.7
8654
.786
255.
000
56.1
98
270.
000
57.7
79
285.
000
59.3
14
291.
298
59.9
2659
.926
295.
086
60.2
9160
.683
299.
954
60.5
8960
.488
300.
000
60.5
9060
.488
300.
104
60.5
9460
.488
300.
144
60.5
9660
.338
300.
594
60.6
1160
.378
305.
644
60.8
0360
.530
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 40.000
LONGITUDINAL SECTION - SECTION A-ARATIO: 1:500 (H); 1:100 (V)
C/L -
TAL
LAW
ONG
ROAD
C/L -
ROA
D 3
C/L -
ROA
D 1
TEMPORARY BASIN
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500(HS); 1:100(VS)
A.H.D.
32
DECEMBER, 2019
5
GJA
BNS
2624DA1-5
MS2624BULK EARTHWORKS - SECTION B-B
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
C/L -
TAL
LAW
ONG
ROAD
C/L -
ROA
D 3
C/L -
ROA
D 1
0.00
045
.363
46.3
84
3.35
045
.676
46.2
493.
500
45.6
9046
.249
3.65
045
.704
46.0
993.
950
45.7
3246
.139
9.00
346
.209
46.2
90
14.0
5046
.539
46.1
39
14.3
5046
.560
46.0
99
14.5
0046
.570
46.2
49
14.6
5046
.581
46.2
49
15.0
0046
.605
46.2
63
18.5
1246
.853
46.4
05
21.0
0147
.026
46.9
18
30.0
0047
.581
46.9
18
32.1
4847
.699
46.9
18
32.2
4847
.704
47.6
18
44.6
5848
.569
47.6
18
44.7
5848
.576
48.1
17
45.0
0048
.593
48.1
17
57.1
6849
.535
48.1
17
57.2
6849
.543
49.3
18
60.0
0049
.761
49.3
18
69.6
7850
.468
49.3
18
69.7
7850
.474
50.5
14
75.0
0050
.826
50.5
14
82.1
8851
.335
50.5
14
82.2
8851
.342
51.5
14
90.0
0051
.968
51.5
14
94.6
9852
.387
51.5
14
94.7
9852
.396
52.3
08
104.
838
53.3
7552
.308
104.
938
53.3
7653
.170
105.
000
53.3
7753
.170
114.
978
53.4
7853
.170
115.
078
53.4
7853
.832
120.
000
53.5
0853
.832
125.
118
53.5
1253
.832
125.
218
53.5
1254
.734
135.
000
55.1
9654
.734
135.
258
55.2
1554
.734
135.
358
55.2
2255
.565
145.
398
55.6
9955
.565
145.
498
55.7
0356
.245
150.
000
55.9
0056
.245
155.
538
56.2
1256
.245
155.
638
56.2
1756
.769
165.
000
56.6
4656
.769
165.
678
56.6
8256
.769
165.
778
56.6
8757
.290
175.
854
57.0
4657
.290
175.
918
57.0
4757
.515
180.
000
57.0
7957
.515
185.
994
57.1
9257
.515
186.
058
57.1
9657
.708
195.
000
57.4
8357
.708
196.
134
57.4
7857
.708
196.
198
57.4
7857
.966
206.
274
57.4
8157
.966
206.
338
57.4
8158
.037
210.
000
57.5
2358
.037
216.
788
57.5
3258
.037
220.
288
57.5
6057
.964
224.
138
57.6
0357
.810
224.
288
57.6
0657
.810
224.
438
57.6
1057
.661
224.
741
57.6
1657
.701
225.
000
57.6
2557
.708
229.
791
57.6
8957
.852
234.
838
57.7
6857
.700
235.
138
57.7
7257
.660
235.
288
57.7
7357
.810
235.
438
57.7
7557
.810
239.
288
57.7
7457
.964
240.
000
57.8
1057
.822
240.
047
57.8
1357
.813
255.
000
58.6
42
270.
000
59.6
28
285.
000
60.6
53
286.
109
60.7
2860
.730
295.
314
61.6
4062
.571
300.
000
62.2
5262
.384
300.
182
62.2
7062
.376
300.
332
62.2
7362
.376
300.
372
62.2
7262
.226
300.
822
62.2
6862
.266
305.
872
62.5
6762
.418
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 40.000
LONGITUDINAL SECTION - SECTION B-BRATIO: 1:500 (H); 1:100 (V)
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:200(HS); 1:100(VS)
A.H.D.
32
DECEMBER, 2019
6
GJA
BNS
2624DA1-6
MS2624BULK EARTHWORKS - SECTIONS C-C AND D-D
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
4 2 0 2 4 81:200
2 1 0 1 2 3 41:100
0.00
051
.384
51.6
71
3.35
051
.393
51.5
373.
500
51.3
9451
.537
3.65
051
.394
51.3
873.
950
51.3
9551
.427
9.00
051
.487
51.5
78
14.0
5051
.476
51.4
27
14.3
5051
.473
51.3
87
14.5
0051
.472
51.5
37
14.6
5051
.471
51.5
37
15.0
0051
.468
51.5
51
18.5
0051
.393
51.6
91
22.0
0051
.305
50.5
96
30.0
0051
.151
50.5
16
45.0
0050
.826
50.3
66
45.0
5650
.825
50.3
65
45.1
5650
.823
49.6
81
60.0
0050
.248
49.5
32
68.2
1249
.924
49.4
50
71.7
1649
.782
49.3
70
75.0
0049
.627
49.2
39
75.5
6649
.600
49.2
16
75.7
1649
.593
49.2
16
75.8
6649
.586
49.0
66
76.1
6649
.572
49.1
06
80.2
1649
.380
49.2
27
84.2
6649
.133
49.1
0684
.566
49.1
1049
.066
84.7
1649
.098
49.2
1684
.866
49.0
8649
.216
88.2
1649
.350
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 42.000
LONGITUDINAL SECTION - SECTION C-CRATIO: 1:200 (H); 1:100 (V)
0.00
058
.204
3.34
958
.843
58.0
703.
499
58.8
3258
.070
3.64
958
.821
57.9
203.
949
58.7
9757
.960
8.99
958
.401
58.1
11
14.0
4957
.952
57.9
60
14.3
4957
.934
57.9
20
14.4
9957
.925
58.0
70
14.6
4957
.916
58.0
70
15.0
0057
.895
58.0
84
18.4
9957
.645
58.2
24
21.9
9957
.429
57.4
50
30.0
0056
.919
57.2
94
45.0
0055
.695
57.0
01
45.0
5655
.690
57.0
00
45.1
5655
.682
56.1
00
46.0
1255
.611
56.1
00
46.0
5655
.607
55.2
00
60.0
0054
.460
53.8
78
68.2
1253
.702
53.1
00
71.7
1453
.398
52.5
40
75.0
0053
.135
52.4
08
75.5
6453
.090
52.3
86
75.7
1453
.078
52.3
86
75.8
6453
.066
52.2
36
76.1
6453
.042
52.2
76
80.2
5952
.711
52.3
96
84.2
6452
.406
52.2
7684
.564
52.3
8352
.236
84.7
1452
.372
52.3
8684
.864
52.3
6052
.386
88.2
1652
.105
52.5
20
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 46.000
LONGITUDINAL SECTION - SECTION D-DRATIO: 1:200 (H); 1:100 (V)
C/L -
ROA
D 4
C/L -
ROA
D 2
C/L -
ROA
D 4
C/L -
ROA
D 2
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE AS SHOWN
A.H.D.
32
DECEMBER, 2019
7
GJA
BNS
2624DA1-7
MS2624
LONGITUDINAL SECTION - TALLAWONG ROAD ANDTYPICAL CROSS SECTION (PARTIAL WIDTH ROADRECONSTRUCTION)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
I.P.
58.5
22
I.P.
58.7
80
I.P.
61.8
67
I.P.
62.7
02
I.P.
63.5
53
10.000 VC 10.000 VC 22.944 VC 10.071 VC 10.071 VC
7.446% 2.578% 7.000% 5.056% 8.449% 6.504%
1650
.000
56.2
98
1665
.000
57.4
00
1675
.428
58.1
5058
.150
1680
.000
58.4
9058
.439
1680
.428
58.5
2258
.461
1685
.428
58.8
8758
.651
1690
.428
59.2
2558
.835
1695
.000
59.5
3359
.100
1695
.428
59.5
6259
.130
1710
.000
60.4
7760
.150
1723
.056
61.2
6261
.064
1725
.000
61.3
7861
.198
1734
.528
61.9
3161
.811
1740
.000
62.2
3662
.128
1746
.000
62.6
0362
.447
1751
.036
62.9
1662
.744
1755
.000
63.1
6263
.038
1756
.071
63.2
2863
.127
1761
.107
63.5
5263
.528
1766
.142
63.8
8063
.880
1770
.000
64.1
30
1785
.000
65.0
31
1800
.000
65.8
43
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 50.000
LONGITUDINAL SECTION - TALLAWONG ROAD (PARTIAL WIDTH ROAD RECONSTRUCTION)RATIO: 1:500 (H); 1:100 (V)
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
TYPICAL SECTION - TALLAWONG ROAD (PARTIAL WIDTH ROAD RECONSTRUCTION)RATIO 1:50
STD K&G
Natural Surface
SAWCUT EXISTINGPAVEMENT
DESI
GN C
/L
BERM5.54.560.5
FACE
OF
KERB
BOUN
DARY
10.06
TRANSITION NEW PAVEMENT TO EXISTINGUSING AC10 TO MAKE SMOOTH JUNCTION.
0.9
4.0% 3.0%
Design Surface
Natural Surface
SITE
BOU
NDAR
Y
SITE
BOU
NDAR
Y
TRANSITION NEW PAVEMENT TO EXISTINGUSING AC10 OVER 20m. MAKE SMOOTHJUNCTION WITH EXISTING.
TRANSITION NEW PAVEMENT TO EXISTINGUSING AC10 OVER 20m. MAKE SMOOTHJUNCTION WITH EXISTING.
SHARED PATH2.5 1.16
1:502100.51
PROPOSED TALLAWONG ROAD CONSTRUCTION WORKS(AS PER DESIGN BY BCC; RECEIVED 27/09/2019)
SECTION 94 CONTRIBUTION PLAN No.22W (SITE No. R5.2)
TALLAWONG ROAD DESIGN BYBLACKTOWN CITY COUNCIL;RECEIVED 27/09/2019.
1:5 BATTER
TRANSITION WORKS
TRANSITION WORKS
# TRANSITION WORKS ONLY REQUIRED IFDEVELOPMENT OF 163 TALLAWONG ROAD(DA-18-01492) HAS NOT YET COMMENCED.
#
CH 1
746.
00
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:200
A.H.D.
32
DECEMBER, 2019
8
GJA
BNS
2624DA1-8
MS2624CROSS SECTIONS - TALLAWONG ROAD (PARTIALWIDTH ROAD RECONSTRUCTION)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
CH 1695.428
4.0% -3.0%
-10.
558
59.3
8759
.283
-10.
058
59.4
3859
.263
-5.6
9059
.419
59.0
88
-5.5
4059
.425
59.0
88
-5.5
0059
.426
58.9
38
-5.0
5059
.440
58.9
78
0.00
059
.562
59.1
30
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 54.000
CH 1766.142
-20.0%4.0% -3.0%
-19.
232
62.2
9862
.298
-10.
558
63.0
8464
.033
-10.
058
63.1
3064
.013
-5.6
9063
.502
63.8
39
-5.5
4063
.549
63.8
39
-5.5
0063
.553
63.6
89
-5.0
5063
.597
63.7
29
0.00
063
.880
63.8
80
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 58.000
CH 1710
-20.0% 4.0% -3.0% 5.0%
-12.
716
59.8
7259
.872
-10.
558
60.0
4260
.303
-10.
058
60.0
8160
.283
-5.6
9060
.292
60.1
08
-5.5
4060
.297
60.1
08
-5.5
0060
.298
59.9
58
-5.0
5060
.313
59.9
98
0.00
060
.477
60.1
50
4.08
760
.354
60.3
54
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 55.000
CH 1725
-20.0%4.0% -3.0% 5.0%
-17.
921
59.8
7959
.879
-10.
558
60.5
3961
.352
-10.
058
60.5
8561
.332
-5.6
9061
.091
61.1
57
-5.5
4061
.098
61.1
57
-5.5
0061
.100
61.0
07
-5.0
5061
.121
61.0
47
0.00
061
.378
61.1
98
2.22
061
.309
61.3
09
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 55.000
CH 1740
-20.0%4.0% -3.0%
-20.
154
60.3
6260
.362
-10.
558
61.2
3562
.282
-10.
058
61.2
8462
.262
-5.6
9061
.871
62.0
87
-5.5
4061
.879
62.0
87
-5.5
0061
.881
61.9
37
-5.0
5061
.913
61.9
77
0.00
062
.236
62.1
28
1.56
962
.207
62.2
07
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 56.000
CH 1746
-20.0%4.0% -3.0% 5.0%
-19.
696
60.7
7360
.773
-10.
558
61.6
9862
.600
-10.
058
61.7
5162
.580
-5.6
9062
.292
62.4
05
-5.5
4062
.291
62.4
05
-5.5
0062
.290
62.2
55
-5.0
5062
.299
62.2
95
0.00
062
.603
62.4
47
2.45
362
.570
62.5
70
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 56.000
CH 1755
-20.0%4.0% -3.0% 5.0%
-18.
888
61.5
2661
.526
-10.
558
62.3
7163
.192
-10.
058
62.4
2363
.172
-5.6
9062
.876
62.9
97
-5.5
4062
.882
62.9
97
-5.5
0062
.883
62.8
47
-5.0
5062
.902
62.8
87
0.00
063
.162
63.0
38
2.20
163
.149
63.1
49
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 57.000
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
1:2004 02 4 8
TRANSITION NEW PAVEMENT TO EXISTINGUSING AC10 TO MAKE SMOOTH JUNCTION.
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE AS SHOWN
A.H.D.
32
DECEMBER, 2019
9
GJA
BNS
2624DA1-9
MS2624LONGITUDINAL SECTION - PROPOSED ROAD 1 ANDTYPICAL CROSS SECTION
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
1:502100.51
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
TYPICAL SECTION - PROPOSED ROAD 1RATIO 1:50
DESI
GN C
/L
BERM5.53.50.5
FACE
OF
KERB
BOUN
DARY
9.0
5.5 3.5
FACE
OF
KERB
BOUN
DARY
9.0
0.9PATH PAVING
1.5BERM
0.5
4.0%
ROLL KERB
Natural Surface3.0%
PROPOSED ROAD CONSTRUCTION WORKSSUBDIVISION OF 163 TALLAWONG ROAD(REFER TO CONCEPTUAL ENGINEERING PLANS PREPARED
BY WOOD GRIEVE ENGINEERS UNDER DA 18-01492)
FUTURE SUBDIVISION OF 165 GUNTAWONG ROAD
1:5 BATTER
I.P.
50.2
91
I.P.
52.3
61
I.P.
54.4
10
I.P.
63.0
76
I.P.
62.1
26
CR
EST
SAG
SAG
7.500 VC 30.000 VC 30.000 VC 70.000 VC 10.000 VC
-3.019% 5.399% 5.825% 11.166% -2.318% 3.004%
-70.
870
50.7
90
-60.
000
50.4
62
-58.
089
50.4
04
-55.
400
50.3
64
-54.
339
50.3
70
-50.
589
50.4
93
-45.
000
50.7
95
-31.
000
51.5
51
-30.
000
51.6
05
-16.
000
52.3
77
-15.
000
52.4
33
-1.0
0053
.430
53.2
35
0.00
053
.534
53.2
93
4.17
454
.870
53.5
36
15.0
0054
.783
54.2
71
19.1
7454
.783
54.6
10
30.0
0055
.834
55.6
34
34.1
7457
.223
56.0
85
45.0
0057
.476
57.2
94
60.0
0058
.588
58.9
69
61.7
8258
.804
59.1
68
70.7
1459
.878
60.0
88
75.0
0060
.359
60.4
75
90.0
0061
.552
96.7
8261
.896
105.
000
62.1
94
119.
749
62.4
04
120.
000
62.4
04
131.
782
62.2
64
132.
755
62.2
42
135.
000
62.2
03
137.
111
62.1
91
137.
755
62.1
93
142.
755
62.2
76
150.
000
62.4
94
151.
805
62.5
48
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 42.000
LONGITUDINAL SECTION - PROPOSED ROAD 1RATIO: 1:500 (H); 1:100 (V)
Natural Surface
Design Surface
0.9PATH PAVING
1.5
ROLL KERB
3.0%4.0%
SITE REGRADE
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE
CH 15
4.0% -3.0% -3.0% 4.0% 20.0%
-9.5
0054
.777
54.3
84
-9.0
0054
.778
54.3
64
-5.6
5054
.779
54.2
30
-5.5
0054
.779
54.2
30
-5.3
5054
.779
54.0
80
-5.0
5054
.779
54.1
20
0.00
054
.783
54.2
71
5.05
054
.783
54.1
20
5.35
054
.783
54.0
80
5.50
054
.783
54.2
30
5.65
054
.783
54.2
30
9.00
054
.783
54.3
64
9.50
054
.783
54.3
84
11.5
0054
.784
54.7
84
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 51.000
CH 30
4.0% -3.0% -3.0% 4.0%
-9.5
0056
.338
55.7
47
-9.0
0056
.287
55.7
27
-5.6
5055
.949
55.5
93
-5.5
0055
.934
55.5
93
-5.3
5055
.918
55.4
43
-5.0
5055
.886
55.4
83
0.00
055
.834
55.6
34
5.05
055
.638
55.4
83
5.35
055
.617
55.4
43
5.50
055
.606
55.5
93
5.65
055
.595
55.5
93
9.00
055
.698
55.7
27
9.50
055
.731
55.7
47
9.56
055
.735
55.7
35
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 52.000
CH 45
4.0% -3.0% -3.0% 4.0%
-9.5
0057
.555
57.4
06
-9.0
0057
.540
57.3
86
-5.6
5057
.449
57.2
52
-5.5
0057
.450
57.2
52
-5.3
5057
.450
57.1
02
-5.0
5057
.452
57.1
42
0.00
057
.476
57.2
94
5.05
057
.190
57.1
42
5.35
057
.190
57.1
02
5.50
057
.189
57.2
52
5.65
057
.189
57.2
52
9.00
057
.188
57.3
86
9.50
057
.187
57.4
06
10.4
0057
.226
57.2
26
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 55.000
CH 60
-3.0% -3.0% 4.0%
-5.0
5058
.064
58.8
17
0.00
058
.588
58.9
69
5.05
058
.829
58.8
17
5.35
058
.842
58.7
77
5.50
058
.848
58.9
27
5.65
058
.854
58.9
27
9.00
058
.972
59.0
61
9.50
058
.979
59.0
81
9.97
658
.986
58.9
86
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 55.000
1:100 (NAT.)
A.H.D.
10
GJA
BNS
2624DA1-10
MS2624CROSS SECTIONS - PROPOSED ROAD 1
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
0 2 42 11:100
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
32
DECEMBER, 2019
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE AS SHOWN
A.H.D.
11
GJA
BNS
2624DA1-11
MS2624LONGITUDINAL SECTION - PROPOSED ROAD 2 ANDTYPICAL CROSS SECTION
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
1:502100.51
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
TYPICAL SECTION - PROPOSED ROAD 2RATIO 1:50
Natural Surface
DESI
GN C
/L &
BDY
4.5 3.5
FACE
OF
KERB
BOUN
DARY
8.0
0.9PATH PAVING
1.5BERM
0.5
4.0%
ROLL KERB
3.0%
Design Surface
Natural Surface
C/L
- R
OAD
3
C/L
- ROA
D 1
PROPOSED ROAD CONSTRUCTION WORKS FUTURE EXTENSION(BY OTHERS)
SITE REGRADE
I.P.
52.8
61
I.P.
52.2
97
I.P.
49.8
99
I.P.
47.6
60
I.P.
44.8
77
I.P.
45.1
50
I.P.
45.2
87
I.P.
45.1
52
I.P.
45.0
02
SAG
12.000 VC 30.000 VC 30.000 VC 35.000 VC 8.000 VC 10.000 VC
-2.999% -1.000% -3.559% -5.650% -11.500% 2.000% 3.026%-2.977%-3.000% -5.650%
0.00
053
.534
53.2
93
8.40
753
.013
53.0
41
14.4
0752
.892
52.8
91
15.0
0052
.880
52.8
79
20.4
0752
.739
52.8
01
30.0
0052
.855
52.7
05
45.0
0052
.981
52.5
55
55.7
9352
.850
52.4
47
60.0
0052
.714
52.3
97
70.7
9352
.453
52.2
01
75.0
0052
.295
52.0
98
85.7
9351
.784
51.7
63
90.0
0051
.582
51.6
13
105.
000
51.1
8651
.080
120.
000
50.6
0250
.546
123.
177
50.5
1250
.433
135.
000
50.1
7949
.963
138.
177
50.1
1349
.821
150.
000
49.3
8049
.227
153.
177
49.1
9649
.051
160.
302
48.7
9948
.649
165.
000
48.5
5448
.365
177.
802
47.8
6147
.404
180.
000
47.7
2447
.212
195.
000
46.8
1345
.682
195.
302
46.7
9445
.648
198.
000
46.6
1745
.337
202.
000
46.3
5545
.012
204.
815
46.1
7344
.946
206.
000
46.1
1344
.957
210.
000
45.9
1145
.037
215.
608
45.6
2445
.150
219.
910
45.3
9845
.280
220.
149
45.3
8245
.287
224.
680
45.0
7345
.152
225.
000
45.0
5145
.142
229.
680
44.7
2744
.969
234.
680
44.7
20
240.
000
44.4
19
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 36.000
LONGITUDINAL SECTION - PROPOSED ROAD 2RATIO: 1:500 (H); 1:100 (V)
32
DECEMBER, 2019
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:200
A.H.D.
12
GJA
BNS
2624DA1-12
MS2624CROSS SECTIONS - PROPOSED ROAD 2
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
CH 15
-3.0% 4.0%
-8.5
0052
.044
53.0
22-8
.000
52.0
9353
.002
-4.6
5052
.422
52.8
68-4
.500
52.4
3752
.868
-4.3
5052
.452
52.7
18-4
.050
52.4
8152
.758
0.00
052
.880
52.8
79
4.05
053
.297
52.7
58
4.35
053
.374
52.7
18
4.50
053
.412
52.8
68
4.65
053
.451
52.8
68
8.00
054
.344
53.0
02
8.50
054
.486
53.0
22
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 48.000
CH 30
-3.0% 4.0%
-8.5
0052
.043
52.8
48-8
.000
52.0
9352
.828
-4.6
5052
.421
52.6
94-4
.500
52.4
3552
.694
-4.3
5052
.449
52.5
44-4
.050
52.4
7752
.584
0.00
052
.855
52.7
05
4.05
053
.255
52.5
84
4.35
053
.280
52.5
44
4.50
053
.293
52.6
94
4.65
053
.305
52.6
94
8.00
053
.587
52.8
28
8.50
053
.629
52.8
48
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 48.000
CH 45
-3.0% 4.0%
-8.5
0052
.170
52.6
97-8
.000
52.2
2052
.677
-4.6
5052
.552
52.5
43-4
.500
52.5
6752
.543
-4.3
5052
.580
52.3
93-4
.050
52.6
0852
.433
0.00
052
.981
52.5
55
4.05
053
.305
52.4
33
4.35
053
.329
52.3
93
4.50
053
.341
52.5
43
4.65
053
.353
52.5
43
8.00
053
.599
52.6
77
8.50
053
.634
52.6
97
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 48.000
CH 60
-3.0% 4.0%
-8.5
0052
.067
52.5
40-8
.000
52.1
0552
.520
-4.6
5052
.360
52.3
86-4
.500
52.3
7252
.386
-4.3
5052
.383
52.2
36-4
.050
52.4
0652
.276
0.00
052
.714
52.3
97
4.05
053
.042
52.2
76
4.35
053
.066
52.2
36
4.50
053
.078
52.3
86
4.65
053
.090
52.3
86
8.00
053
.358
52.5
20
8.50
053
.398
52.5
40
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 48.000
CH 75
-3.0% 4.0%-8
.500
51.6
7352
.240
-8.0
0051
.708
52.2
20
-4.6
5051
.946
52.0
86-4
.500
51.9
5752
.086
-4.3
5051
.968
51.9
36-4
.050
51.9
8951
.976
0.00
052
.295
52.0
98
4.05
052
.558
51.9
76
4.35
052
.577
51.9
36
4.50
052
.587
52.0
86
4.65
052
.597
52.0
86
8.00
052
.812
52.2
20
8.50
052
.845
52.2
40
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 47.000
CH 90
-3.0% 4.0%
-8.5
0051
.029
51.7
56-8
.000
51.0
6351
.736
-4.6
5051
.287
51.6
02-4
.500
51.2
9751
.602
-4.3
5051
.306
51.4
52-4
.050
51.3
2551
.492
0.00
051
.582
51.6
13
4.05
051
.903
51.4
92
4.35
051
.927
51.4
52
4.50
051
.939
51.6
02
4.65
051
.951
51.6
02
8.00
052
.222
51.7
36
8.50
052
.264
51.7
56
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 47.000
CH 105
-3.0% 4.0%
-8.5
0050
.398
51.2
22-8
.000
50.4
3451
.202
-4.6
5050
.684
51.0
68-4
.500
50.6
9551
.068
-4.3
5050
.709
50.9
18-4
.050
50.7
4150
.958
0.00
051
.186
51.0
80
4.05
051
.230
50.9
58
4.35
051
.149
50.9
18
4.50
051
.108
51.0
68
4.65
051
.068
51.0
68
8.00
050
.830
51.2
02
8.50
050
.833
51.2
22
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 46.000
CH 120
-3.0% 4.0%
-8.5
0049
.881
50.6
88-8
.000
49.9
2450
.668
-4.6
5050
.209
50.5
34-4
.500
50.2
2250
.534
-4.3
5050
.235
50.3
84-4
.050
50.2
6050
.424
0.00
050
.602
50.5
46
4.05
050
.911
50.4
24
4.35
050
.936
50.3
84
4.50
050
.948
50.5
34
4.65
050
.961
50.5
34
8.00
051
.568
50.6
68
8.50
051
.747
50.6
88
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 45.000
CH 135
-3.0% 4.0%
-8.5
0049
.443
50.1
06-8
.000
49.4
8250
.086
-4.6
5049
.857
49.9
52-4
.500
49.8
7149
.952
-4.3
5049
.885
49.8
02-4
.050
49.9
1249
.842
0.00
050
.179
49.9
63
4.05
050
.409
49.8
42
4.35
050
.426
49.8
02
4.50
050
.435
49.9
52
4.65
050
.443
49.9
52
8.00
050
.633
50.0
86
8.50
050
.667
50.1
06
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 45.000
CH 150
-3.0% 4.0%
-8.5
0049
.370
-8.0
0049
.350
-4.6
5049
.087
49.2
16-4
.500
49.0
9849
.216
-4.3
5049
.110
49.0
66-4
.050
49.1
3349
.106
0.00
049
.380
49.2
27
4.05
049
.572
49.1
06
4.35
049
.586
49.0
66
4.50
049
.593
49.2
16
4.65
049
.600
49.2
16
8.00
049
.759
49.3
50
8.50
049
.782
49.3
70
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 44.000
CH 165
-3.0% 4.0%
-8.5
0048
.508
-8.0
0048
.488
-4.6
5048
.317
48.3
54-4
.500
48.3
2548
.354
-4.3
5048
.333
48.2
04-4
.050
48.3
4948
.244
0.00
048
.554
48.3
65
4.05
048
.714
48.2
44
4.35
048
.726
48.2
04
4.50
048
.732
48.3
54
4.65
048
.738
48.3
54
8.00
048
.862
48.4
88
8.50
048
.880
48.5
08
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 44.000
CH 180
-3.0% 4.0%
-8.5
0047
.292
47.3
54-8
.000
47.3
1847
.334
-4.6
5047
.488
47.2
00-4
.500
47.4
9547
.200
-4.3
5047
.503
47.0
50-4
.050
47.5
1847
.090
0.00
047
.724
47.2
12
4.05
047
.845
47.0
90
4.35
047
.852
47.0
50
4.50
047
.856
47.2
00
4.65
047
.859
47.2
00
8.00
047
.940
47.3
34
8.50
047
.952
47.3
54
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 43.000
1:2004 02 4 8 32
DECEMBER, 2019
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE AS SHOWN
A.H.D.
13
GJA
BNS
2624DA1-13
MS2624LONGITUDINAL SECTION - PROPOSED ROAD 3 ANDTYPICAL CROSS SECTION
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
1:502100.51
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
I.P.
43.0
69
I.P.
45.0
77
I.P.
46.0
51 I.P.
47.1
72
30.000 VC 30.000 VC 40.817 VC 10.000 VC
0.995% 4.365% 2.750% 1.000% 2.960%
-70.
872
42.9
00
-68.
881
42.9
20
-60.
000
43.0
52
-53.
881
43.1
95
-45.
000
43.4
78
-38.
881
43.7
24
-30.
000
44.1
11
-22.
875
44.4
22
-15.
000
44.7
49
-7.8
7545
.016
0.00
045
.398
45.2
80
7.12
545
.562
45.4
89
15.0
0045
.775
45.6
93
27.5
3445
.971
45.9
61
30.0
0046
.007
46.0
06
45.0
0046
.165
46.2
24
47.9
4246
.218
46.2
55
60.0
0046
.435
46.3
75
70.7
1446
.429
46.4
83
75.0
0046
.815
46.5
25
90.0
0046
.675
105.
000
46.8
25
120.
000
46.9
75
134.
690
47.1
22
135.
000
47.1
25
139.
690
47.1
97
144.
690
47.3
20
150.
000
47.4
77
151.
740
47.5
29
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 35.000
LONGITUDINAL SECTION - PROPOSED ROAD 3RATIO: 1:500 (H); 1:100 (V)
PROPOSED ROAD CONSTRUCTION WORKSSUBDIVISION OF 163 TALLAWONG ROAD(REFER TO CONCEPTUAL ENGINEERING PLANS PREPARED
BY WOOD GRIEVE ENGINEERS UNDER DA 18-01492)
FUTURE SUBDIVISION OF 165 GUNTAWONG ROAD
TYPICAL SECTION - PROPOSED ROAD 3RATIO 1:50
DESI
GN C
/L &
BDY
5.0 3.5
FACE
OF
KERB
BOUN
DARY
9.0
0.9PATH PAVING
1.5BERM
0.5
4.0%ROLL KERB
3.0%
Natural Surface
NOTE:FINAL DETAILS OF TEMPORARY MASONRY WALL AT COMMONSITE BOUNDARY TO BE SUBMITTED AT CONSTRUCTIONCERTIFICATE STAGE.
SITE REGRADETEMPORARY MASONRY WALL ANDFENCE ALONG BOUNDARY
0.5
Natural Surface Design Surface
32
DECEMBER, 2019
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:100 (NAT.)
A.H.D.
14
GJA
BNS
2624DA1-14
MS2624CROSS SECTIONS - PROPOSED ROAD 3
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
CH 15
-3.0% 4.0%
-10.
000
44.9
4245
.820
-9.5
0044
.983
45.8
00
-6.1
5045
.261
45.6
66-6
.000
45.2
7345
.666
-5.8
5045
.286
45.5
16-5
.550
45.3
1045
.556
-0.5
0045
.729
45.7
080.
000
45.7
7545
.693
4.55
046
.039
45.5
56
4.85
046
.054
45.5
16
5.00
046
.062
45.6
66
5.15
046
.070
45.6
66
8.50
046
.328
45.8
00
9.00
046
.641
45.8
20
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 42.000
CH 30
-3.0% 4.0%
-10.
000
45.0
0346
.134
-9.5
0045
.053
46.1
14
-6.1
5045
.389
45.9
80-6
.000
45.4
0445
.980
-5.8
5045
.419
45.8
30-5
.550
45.4
4945
.870
-0.5
0045
.954
46.0
210.
000
46.0
0746
.006
4.55
046
.499
45.8
70
4.85
046
.532
45.8
30
5.00
046
.549
45.9
80
5.15
046
.565
45.9
80
8.50
046
.935
46.1
14
9.00
046
.991
46.1
34
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 42.000
CH 45
-3.0% 4.0%
-10.
000
45.2
1046
.351
-9.5
0045
.262
46.3
31
-6.1
5045
.584
46.1
97-6
.000
45.5
9846
.197
-5.8
5045
.612
46.0
47-5
.550
45.6
4146
.087
-0.5
0046
.118
46.2
390.
000
46.1
6546
.224
4.55
046
.443
46.0
87
4.85
046
.461
46.0
47
5.00
046
.470
46.1
97
5.15
046
.480
46.1
97
8.50
046
.689
46.3
31
9.00
046
.725
46.3
51
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 43.000
CH 60
-3.0%
-10.
000
45.5
4146
.503
-9.5
0045
.585
46.4
83
-6.1
5045
.880
46.3
49-6
.000
45.8
9346
.349
-5.8
5045
.906
46.1
99-5
.550
45.9
3246
.239
-0.5
0046
.395
46.3
900.
000
46.4
3546
.375
4.55
046
.734
46.2
39
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 43.000
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
0 2 42 11:100 32
DECEMBER, 2019
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE AS SHOWN
A.H.D.
15
GJA
BNS
2624DA1-15
MS2624LONGITUDINAL SECTION - PROPOSED ROAD 4 ANDTYPICAL CROSS SECTION
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
1:502100.51
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
TYPICAL SECTION - PROPOSED ROAD 4RATIO 1:50
DESI
GN C
/L &
BDY
5.03.5
FACE
OF
KERB
BOUN
DARY
9.0
0.9PATH PAVING
1.5BERM
0.5
4.0%ROLL KERB
3.0%
Natural Surface
NOTE:FINAL DETAILS OF TEMPORARY MASONRY WALL AT COMMONSITE BOUNDARY TO BE SUBMITTED AT CONSTRUCTIONCERTIFICATE STAGE.
SITE REGRADETEMPORARY MASONRY WALL ANDFENCE ALONG BOUNDARY
Design Surface
Natural Surface
C/L
- R
OAD
3
C/L
- ROA
D 1
PROPOSED ROAD CONSTRUCTION WORKS
I.P.
59.7
12
I.P.
57.2
45
I.P.
50.8
39
I.P.
45.9
48
SAG
15.000VC 35.000VC 35.000VC 10.000VC
-3.000% -3.404% -8.700% -11.111% 3.000% 3.009%
0.00
059
.878
60.0
88
5.05
060
.090
59.9
37
12.5
5060
.010
59.7
04
15.0
0059
.947
59.6
25
20.0
5059
.813
59.4
56
30.0
0059
.481
59.1
18
45.0
0058
.858
58.6
07
60.0
0058
.361
58.0
96
67.5
0057
.998
57.8
41
75.0
0057
.562
57.5
43
85.0
0056
.955
57.0
14
90.0
0056
.636
56.6
92
102.
500
55.7
5855
.723
105.
000
55.5
7455
.505
120.
000
54.2
6654
.200
135.
000
52.8
7152
.895
141.
135
52.3
0552
.362
150.
000
51.5
0651
.563
158.
635
50.7
8050
.734
165.
000
50.3
0150
.089
176.
135
49.4
5248
.895
180.
000
49.1
3848
.465
195.
000
48.0
5746
.798
197.
650
47.8
8046
.504
202.
650
47.5
5446
.125
205.
524
47.3
6746
.067
207.
650
47.2
2846
.098
210.
000
47.0
8146
.169
215.
895
46.7
0446
.346
220.
445
46.4
2946
.483
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 40.000
LONGITUDINAL SECTION - PROPOSED ROAD 4RATIO: 1:500 (H); 1:100 (V)
32
DECEMBER, 2019
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:200
A.H.D.
16
GJA
BNS
2624DA1-16
MS2624CROSS SECTIONS - PROPOSED ROAD 4
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
1:2004 02 4 8
CH 15
4.0% -3.0%
-9.0
0057
.563
59.7
52
-8.5
0057
.565
59.7
32
-5.1
5059
.675
59.5
98
-5.0
0059
.682
59.5
98
-4.8
5059
.690
59.4
48
-4.5
5059
.706
59.4
88
0.00
059
.947
59.6
25
0.50
059
.983
59.6
40
5.55
060
.337
59.4
885.
850
60.3
5659
.448
6.00
060
.366
59.5
986.
150
60.3
7559
.598
9.50
059
.732
10.0
0059
.752
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 53.000
CH 30
4.0% -3.0%
-9.0
0057
.552
59.2
45
-8.5
0057
.559
59.2
25
-5.1
5059
.141
59.0
91
-5.0
0059
.162
59.0
91
-4.8
5059
.183
58.9
41
-4.5
5059
.217
58.9
81
0.00
059
.481
59.1
18
0.50
059
.511
59.1
33
5.55
059
.809
58.9
815.
850
59.8
2658
.941
6.00
059
.834
59.0
916.
150
59.8
4359
.091
9.50
059
.225
10.0
0059
.245
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 53.000
CH 45
4.0% -3.0%
-9.0
0058
.252
58.7
34
-8.5
0058
.300
58.7
14
-5.1
5058
.572
58.5
80
-5.0
0058
.581
58.5
80
-4.8
5058
.590
58.4
30
-4.5
5058
.604
58.4
70
0.00
058
.858
58.6
07
0.50
058
.883
58.6
22
5.55
059
.181
58.4
705.
850
59.2
0158
.430
6.00
059
.211
58.5
806.
150
59.2
2158
.580
9.50
058
.714
10.0
0058
.734
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 54.000
CH 60
4.0% -3.0%
-9.0
0057
.645
58.2
24
-8.5
0057
.688
58.2
04
-5.1
5057
.916
58.0
70
-5.0
0057
.925
58.0
70
-4.8
5057
.934
57.9
20
-4.5
5057
.952
57.9
60
0.00
058
.361
58.0
96
0.50
058
.401
58.1
11
5.55
058
.797
57.9
605.
850
58.8
2157
.920
6.00
058
.832
58.0
706.
150
58.8
4358
.070
9.50
058
.204
10.0
0058
.224
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 53.000
CH 75
4.0% -3.0%-9
.000
57.0
0857
.671
-8.5
0057
.040
57.6
51
-5.1
5057
.252
57.5
17
-5.0
0057
.262
57.5
17
-4.8
5057
.271
57.3
67
-4.5
5057
.290
57.4
07
0.00
057
.562
57.5
43
0.50
057
.604
57.5
58
5.55
058
.046
57.4
075.
850
58.0
7257
.367
6.00
058
.085
57.5
176.
150
58.0
9857
.517
9.50
057
.651
10.0
0057
.671
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 52.000
CH 90
4.0% -3.0%
-9.0
0056
.322
56.8
20
-8.5
0056
.346
56.8
00
-5.1
5056
.441
56.6
66
-5.0
0056
.447
56.6
66
-4.8
5056
.452
56.5
16
-4.5
5056
.464
56.5
56
0.00
056
.636
56.6
92
0.50
056
.667
56.7
07
5.55
057
.000
56.5
565.
850
57.0
1956
.516
6.00
057
.029
56.6
666.
150
57.0
3956
.666
9.50
057
.153
56.8
0010
.000
57.1
4556
.820
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 52.000
CH 105
4.0% -3.0%
-9.0
0055
.104
55.6
33
-8.5
0055
.129
55.6
13
-5.1
5055
.298
55.4
79
-5.0
0055
.306
55.4
79
-4.8
5055
.313
55.3
29
-4.5
5055
.328
55.3
69
0.00
055
.574
55.5
05
0.50
055
.601
55.5
20
5.55
055
.839
55.3
695.
850
55.8
5155
.329
6.00
055
.856
55.4
796.
150
55.8
6255
.479
9.50
055
.988
55.6
1310
.000
55.9
7355
.633
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 50.000
CH 120
4.0% -3.0%
-9.0
0053
.939
54.3
28
-8.5
0053
.954
54.3
08
-5.1
5054
.060
54.1
74
-5.0
0054
.066
54.1
74
-4.8
5054
.072
54.0
24
-4.5
5054
.084
54.0
64
0.00
054
.266
54.2
00
0.50
054
.282
54.2
15
5.55
054
.445
54.0
645.
850
54.4
5554
.024
6.00
054
.460
54.1
746.
150
54.4
6554
.174
9.50
054
.576
54.3
0810
.000
54.5
9354
.328
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 49.000
CH 135
4.0% -3.0%
-9.0
0052
.705
53.0
23
-8.5
0052
.727
53.0
03
-5.1
5052
.871
52.8
69
-5.0
0052
.878
52.8
69
-4.8
5052
.884
52.7
19
-4.5
5052
.887
52.7
59
0.00
052
.871
52.8
95
0.50
052
.884
52.9
10
5.55
053
.127
52.7
595.
850
53.1
4252
.719
6.00
053
.149
52.8
696.
150
53.1
5752
.869
9.50
053
.218
53.0
0310
.000
53.0
4553
.023
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 48.000
CH 150
4.0% -3.0%
-9.0
0051
.393
51.6
91
-8.5
0051
.405
51.6
71
-5.1
5051
.471
51.5
37
-5.0
0051
.472
51.5
37
-4.8
5051
.473
51.3
87
-4.5
5051
.476
51.4
27
0.00
051
.506
51.5
63
0.50
051
.487
51.5
78
5.55
051
.395
51.4
275.
850
51.3
9451
.387
6.00
051
.394
51.5
376.
150
51.3
9351
.537
9.50
051
.384
51.6
7110
.000
51.3
8351
.691
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 46.000
CH 165
4.0% -3.0%
-9.0
0050
.200
50.2
17
-8.5
0050
.204
50.1
97
-5.1
5050
.229
50.0
63
-5.0
0050
.230
50.0
63
-4.8
5050
.231
49.9
13
-4.5
5050
.234
49.9
53
0.00
050
.301
50.0
89
0.50
050
.279
50.1
04
5.55
050
.903
49.9
535.
850
50.9
8649
.913
6.00
050
.988
50.0
636.
150
50.9
9050
.063
9.50
051
.035
50.1
9710
.000
51.0
3650
.217
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 45.000
CH 180
4.0% -3.0%
-9.0
0049
.066
48.5
93
-8.5
0049
.070
48.5
73
-5.1
5049
.096
48.4
39
-5.0
0049
.098
48.4
39
-4.8
5049
.099
48.2
89
-4.5
5049
.101
48.3
29
0.00
049
.138
48.4
65
0.50
049
.127
48.4
80
5.55
050
.230
48.3
295.
850
50.4
0248
.289
6.00
050
.489
48.4
396.
150
50.5
7548
.439
9.50
048
.573
10.0
0048
.593
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 44.000
32
DECEMBER, 2019
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE AS SHOWN
A.H.D.
17
GJA
BNS
2624DA1-17
MS2624
LONGITUDINAL SECTION - PROPOSED TEMPORARYPUBLIC ROAD, TYPICAL CROSS SECTION AND CROSSSECTIONS
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
A
2 1 0 1 2 3 41:100
1:502100.51 32
DECEMBER, 2019
I.P.
59.4
75
I.P.
54.0
24
8.000 VC 8.000 VC
-3.0% 7.238% -5.0% -11.598% -5.0% -4.0% 3.0%
0.00
059
.991
59.5
85
5.05
059
.873
59.4
34
5.50
059
.859
59.3
94
10.0
8059
.682
59.7
25
11.0
8059
.603
59.6
75
15.0
0059
.306
59.4
16
15.0
8059
.300
59.4
09
19.0
8058
.980
59.0
11
30.0
0057
.902
57.7
45
45.0
0056
.251
56.0
05
58.0
8055
.311
54.4
88
60.0
0055
.356
54.2
80
62.0
8055
.372
54.0
90
66.0
8055
.414
53.8
24
67.0
8055
.426
53.7
74
70.4
3155
.441
53.6
40
70.5
8155
.440
53.6
40
70.7
3155
.438
53.4
90
71.0
3155
.435
53.5
30
75.0
0055
.359
53.6
49
76.0
8155
.338
53.6
81
CHAINAGE
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 45.000
LONGITUDINAL SECTION - TEMPORARY PUBLIC ROADRATIO: 1:200 (H); 1:100 (V)
Design Surface
Natural Surface
C/L
- ROA
D 1
C/L
- TAL
LAW
ONG
ROAD
BOUN
DARY
BOUN
DARY
FACE
OF
KERB
FACE
OF
KERB
CH 10.08
-7.0% -7.0% 7.0%
-6.5
0059
.439
59.4
23
-3.6
5059
.519
59.6
22
-3.5
0059
.525
59.6
22
-3.3
5059
.532
59.4
72
-3.0
5059
.545
59.5
12
0.00
059
.682
59.7
25
3.50
059
.854
59.9
70
4.50
059
.904
60.0
40
5.00
059
.928
60.0
75
5.58
959
.957
59.9
57
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 54.000
CH 20
4.0% -3.0% 3.0%
-6.5
0058
.600
59.0
37
-3.6
5058
.734
58.9
23
-3.5
0058
.741
58.9
23
-3.3
5058
.748
58.7
73
-3.0
5058
.762
58.8
13
0.00
058
.905
58.9
04
3.50
059
.046
59.0
09
4.50
059
.083
59.0
49
5.00
059
.101
59.0
69
5.19
759
.109
59.1
09
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 54.000
CH 30
4.0% -3.0% 3.0%
-6.5
0057
.690
57.8
77
-3.6
5057
.783
57.7
63
-3.5
0057
.788
57.7
63
-3.3
5057
.793
57.6
13
-3.0
5057
.802
57.6
53
0.00
057
.902
57.7
45
3.50
058
.023
57.8
50
4.50
058
.060
57.8
90
5.00
058
.078
57.9
10
6.03
958
.117
58.1
17
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 53.000
CH 40
4.0% -3.0% 3.0%
-6.5
0056
.569
56.7
17
-3.6
5056
.624
56.6
03
-3.5
0056
.628
56.6
03
-3.3
5056
.633
56.4
53
-3.0
5056
.645
56.4
93
0.00
056
.757
56.5
85
3.50
056
.887
56.6
90
4.50
056
.923
56.7
30
5.00
056
.942
56.7
50
6.19
356
.988
56.9
88
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 52.000
CH 50
4.0% -3.0% 3.0%
-6.5
0055
.503
55.5
58
-3.6
5055
.611
55.4
44
-3.5
0055
.617
55.4
44
-3.3
5055
.623
55.2
94
-3.0
5055
.635
55.3
34
0.00
055
.756
55.4
25
3.50
055
.895
55.5
30
4.50
055
.913
55.5
70
5.00
055
.920
55.5
90
6.99
755
.989
55.9
89
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 51.000
CH 60
-0.2% -4.3% 4.5%
-6.5
0054
.492
54.2
54
-3.6
5054
.700
54.2
59
-3.5
0054
.711
54.2
59
-3.3
5054
.722
54.1
09
-3.0
5054
.744
54.1
49
0.00
055
.356
54.2
80
3.50
055
.369
54.4
38
4.50
055
.023
54.4
89
5.00
054
.778
54.5
14
6.32
554
.779
54.7
79
OFFSET
NAT. SURFACE (RL)
DESIGN SURFACE (RL)
DATUM RL = 50.000
4.0%
3.5 3.5 1.0 0.53.0BERM
BOUN
DARY
FACE
OF
KERB
DESI
GN C
/L
EDGE
OF
PAVE
MEN
T
BOUN
DARY
3%ROLL KERB
NOTE:FINAL DETAILS OF TEMPORARY MASONRY WALL AT COMMONSITE BOUNDARY TO BE SUBMITTED AT CONSTRUCTIONCERTIFICATE STAGE.
TEMPORARY MASONRY WALL ANDFENCE ALONG BOUNDARY
TYPICAL SECTION - TEMPORARY PUBLIC ROADRATIO 1:50
1:5 BATTER
Natural Surface
Natural Surface
(RATIO 1:200)
(RATIO 1:200)
(RATIO 1:200)
(RATIO 1:200)(RATIO 1:200)
(RATIO 1:200)
4 2 0 2 4 81:200
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
TEMPORARY PUBLIC ROAD 11m WIDE TO PROVIDEALTERNATIVE ACCESS TO DEVELOPMENT SITE, IFREQUIRED. ACCESS TO SITE TO BE VIA APPROVEDSUBDIVISION TO THE SOUTH UNDER DA-18-01492.
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:1000
A.H.D.
18
GJA
BNS
2624DA1-18
MS2624STORMWATER DRAINAGE CATCHMENT PLAN
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B1:1000 20 0 20 40
165 GUNTAWONG RD
163 TALLAWONG RD2.04ha - EXTERNAL CATCHMENT165 GUNTAWONG RDENTERS SITE VIA ROAD 4 AND BY-PASSES TEMPORARY BASIN SITE
0.112ha - INTERNAL CATCHMENTBYPASS TEMPORARY BASIN SITE
1.912ha - INTERNAL CATCHMENTDRAINS TO TEMPORARY BASIN SITE
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
32
DECEMBER, 2019
175 TALLAWONG RD
06/04/2020 - AMENDED PLANS IN ACCORDANCE WITH STATEMENT OF FACTSAND CONTENTIONS FILED BY BCC.
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE AS SHOWN
A.H.D.
32
DECEMBER, 2019
19
GJA
BNS
2624DA1-19
MS2624
PLAN - TEMPORARY OSD/WATER QUALITY SYSTEM,ABOVE GROUND OSD SUMMARY SHEET AND SECTIONSA-A & B-B
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
FACE
OF
KERB
BOUN
DARY
LOT
BOUN
DARY
TWL 46.54
SAFE
TY F
ENCE
PROPOSED BASIN WALL AND FOOTINGSSUBJECT TO STRUCTURAL ENGINEER'S DESIGN.DETAILS TO BE SUBMITTED WITHCONSTRUCTION CERTIFICATE APPLICATION.
FINISHED SURFACE
FSL 44.6
RATIO: 1:50SECTION A-A
SAFE
TY F
ENCE
INSTALL SAFETY FENCE 1.8m HIGH TO PERIMETEROF TEMPORARY OSD SYSTEM. PROVIDE LOCKABLEGATE TO OSD SYSTEM FOR MAINTENANCE ACCESS.
RATIO: 1:200PLAN - TEMPORARY OSD/WATER QUALITY SYSTEM
ACCE
SS R
AMP
3m W
IDE
@ M
AX 1
:6 G
RADE
Natural Surface
RATIO: 1:50SECTION B-B
END OF PIPE TO BE PLUGGED TODIRECT WATER TO TEMPORARYBASIN SITE.
CONSTRUCT TEMPORARY BIO-RETENTION SYSTEMGENERALLY IN ACCORDANCE WITH COUNCIL'SSTANDARDS. FINAL DETAILS TO BE SUBMITTEDWITH CONSTRUCTION CERTIFICATE DRAWINGS.
SUPPLY AND INSTALL 150Ø uPVC COLLECTORPIPE WITH RISER AND LID TO ALLOW FLUSHING.CONNECT TO SEALED JUNCTION PIT DOWN-STREAM OF DCP
SUPPLY AND INSTALL 100Ø SLOTTED PIPESWITH FLUSHING POINTS AT SURFACE. CONNECTTO 150Ø PIPE WITH SLOPE JUNCTIONS.
BIO-RETENTION SYSTEM AS PER COUNCIL'S STANDARDS
TRANSITION LAYER - 100mm
0.65
HDPE LINER150Ø uPVC PIPE @ 0.5% MIN GRADE
CONSTRUCT TEMPORARY ON-SITE DETENTIONSYSTEM (OSD) ON RESIDUE LOT 467. DESIGNSTORAGE VOLUME = 936m³ (MIN). CAPACITYPROVIDED = 939m³ ABOVE EDD LINE
466
467
CH 1
80.0
0
CH 1
95.0
0
CH 2
10.0
0
CH 2
25.0
0
CH 2
19.9
1
CH -15.00
CH 0.00 BDY
CH 15.00
CH 30.00
PROPOSED ROAD 2 (8 WIDE)
PROP
OSED
ROA
D 3 (
8.5 W
IDE)
BB
AA
DISCHARGECONTROLPITS (DCP)
23.4m (internal)
24.6
m (i
nter
nal)
16.5m (internal)
468 469 470
PROPOSED BASIN WALL AND FOOTINGSSUBJECT TO STRUCTURAL ENGINEER'S DESIGN.DETAILS TO BE SUBMITTED WITHCONSTRUCTION CERTIFICATE APPLICATION.
FINISHED SURFACE
ROAD 3
DRAINAGE LAYER - 250mm min
FILTER MEDIA LAYER - 400mm
46.70 TOW 47.40 TOW
47.20
TOW
46.70 TOW
46.70
TOW
46.54 WEIR - 8m long
47.40
TOW
46.70/47.40 TOW
1:502100.51
1:200 4 0 4 8
WSUD - 44.50
NOTES:
1. TEMPORARY OSD AND BIO-RETENTION BASIN, RETAINING WALLS ANDASSOCIATED PIPE WORKS TO BE REMOVED WHEN BASIN IS NOLONGER REQUIRED. FILL BASIN TO FINISHED LEVELS AND REINSTATEROAD DRAINAGE SYSTEM IN ROAD 2. DETAILS UNDER SEPARATECONSTRUCTION CERTIFICATE APPLICATION.
2. AFTER BASIN IS REMOVED, TEMPORARY DRAINAGE LINES/PITS TO BEDECOMMISSIONED AND PERMANENT LINES ACTIVATED.
3. TRASH SCREENS TO BE OF WELDLOK F40/203 MATERIAL FORORIFICES OF 150Ø AND GREATER WITH A MINIMUM SCREEN AREA OF20 TIMES THE ORIFICE AREA.
(RESIDUE)
OUTLET PIPE TO CONNECT TO PIPEDDRAINAGE SYSTEM INSTALLED UNDERDA-18-01492. - REFER PLANS BY WOOD &GRIEVES ENGINEERS REF: Project No 38154.
CH 1
89.7
3
+ 46.7
46.70
TOW
EDD = 44.80
FSL 44.60 ++ FSL 44.60
RATIO: 1:50SECTION B-B
BASIN FLOOR = 44.50
JUNCTION PIT WITH WATERSEALED SOLID COVER
TWL 45.945 (1.5yr ARI OVERFLOW WEIR)
ORIFICE 158ØCL 43.975 (APPROX.)
ORIFICE 305ØCL 43.885 (APPROX.)
OUTLET PIPE - 525Ø RCP @ 3%
EDD = 44.80
TOW = 46.70
BOUN
DARY
SUBSOIL INLET
FINISHED SURFACE
Natural Surface
PROPOSED BASIN WALL AND FOOTINGSSUBJECT TO STRUCTURAL ENGINEER'S DESIGN.DETAILS TO BE SUBMITTED WITHCONSTRUCTION CERTIFICATE APPLICATION.
TWL 46.54 (BASIN OVERFLOW WEIR - 1:100yr ARI)
DISCHARGE CONTROL PIT WITHSURCHARGE TYPE GRATED COVERHINGED TO FRAME.
FSL 44.6
0.3
+ FSL 4
4.60
FSL 44.60 +
FSL 44.60 +
+ FSL 44.50 FSL 44.5
0 +
FSL 44.50 +
+ FSL 44.50
TRASH SCREEN(SEE NOTE 3)TRASH SCREEN
(SEE NOTE 3)
06/04/2020 - AMENDED PLANS IN ACCORDANCE WITH STATEMENT OF FACTSAND CONTENTIONS FILED BY BCC.
IL 43.46
46.70
TOW
45.10
TOW
STAGING OF BIORETENTION CONSTRUCTION WORKS:DESIGN NOTES:1. WHERE THE UPSTREAM CATCHMENT HAS NOT ACHIEVED 90% OF FINAL CONSTRUCTION, INCLUDING LANDSCAPING, THE BIORETENTION SYSTEM IS TO BE
CONSTRUCTED WITH A SACRIFICIAL LAYER.2. ONCE THE 90% TARGET HAS BEEN ACHIEVED, THE BIORETENTION SYSTEM IS TO BE CONSTRUCTED WITHIN 6 MONTHS. CAPTURED SEDIMENT AND SATURATED
SOIL IS TO BE REMOVED AND THE BIORETENTION SYSTEM CONSTRUCTED AS PER THE DESIGN.3. BIORETENTION SYSTEMS SHALL ACHIEVE A MINIMUM DENSITY OF 8 PLANTS PER m2.
CONSTRUCTION ACTIVITIES CAN GENERATE LARGE SEDIMENT LOADS IN RUNOFF WHICH CAN SMOTHER VEGETATION AND CLOG BIORETENTION FILTER MEDIA.BIORETENTION BASINS ARE BEST CONSTRUCTED IN STAGES, IN CONJUNCTION WITH OTHER DEVELOPMENT ACTIVITIES:
STAGE 1:TEMPORARY SEDIMENT BASIN - EXCAVATE BULK EARTHWORKS, RETAINING WALL CONSTRUCTION, INSTALLATION OF OUTLET TO MEET REQUIREMENTS OF BLUEBOOK, INSTALLATION OF SYSTEM INLET PITS, SURROUNDED EACH SIDE BY TEMPORARY ROCK DISSIPATOR. DISSIPATOR SHALL EXTEND A MINIMUM OF 2m AROUNDTHE INLET PIT AND HAVE A D50 = 300mm.
STAGE 2:FUNCTIONAL INSTALLATION OF SACRIFICIAL BIORETENTION - ONCE UPSTREAM CATCHMENT BULK EARTHWORKS ARE COMPLETE AND HAVE EFFECTIVELY BEENSEALED A SACRIFICIAL FILTER SYSTEM SHALL BE CONSTRUCTED. THIS INCLUDES:
· REMOVAL OF TEMPORARY ROCK DISSIPATOR AT SYSTEM INLET PITS.· REMOVAL OF ALL SEDIMENT AND CLEAN OUT PITS.· INSTALLATION OF GEOTEXTILE AND LINERS UNDER.· INSTALLATION OF SUBSOIL DRAINS AND DRAINAGE LAYERS. TEMPORARY SUPPORT FLUSHING POINTS.· INSTALLATION OF 250mm OF TRANSITION LAYERS.· INSTALLATION OF TEMPORARY GEOTEXTILE AND 150mm MEDIA OR COARSE SAND LAYERS.· INSTALLATION OF WASHED TURF OVER THE SACRIFICIAL MEDIA LAYER.
STAGE 3:OPERATIONAL ESTABLISHMENT ONCE 90% DEVELOPMENT HAS OCCURRED - REMOVAL OF TURF, SACRIFICIAL MEDIA LAYER AND TEMPORARY GEOTEXTILEINSTALLATION OF:
· UPPER 200mm OF TRANSITION LAYER.· FILTER MEDIA LAYER.· PLANTING, WATERING AND MAINTENANCE.· REMOVAL OF ALL SEDIMENT FROM PIPES, INLETS AND OUTLETS.· FINAL COMMISSIONING.
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:200
A.H.D.
32
DECEMBER, 2019
20
GJA
BNS
2624DA1-20
MS2624CONCEPTUAL ENGINEERING PLAN - PROPOSED LOTPADS AND RETAINING WALLS
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
485
451452453454455456
484483482481480
450
CONT
INUE
D ON
SHE
ET 2
1
RATIO: NTSTYPICAL SECTION - TIERED RETAINING WALL
WALLS AND FOUNDATIONSSUBJECT TO ENGINEER'SDESIGN
finished surfaceHEIG
HT V
ARIE
S
finished surface
LOT
BOUN
DARY
GAL STEEL SECTION
PRECAST CONCRETEPLANK SECTION
(MAX
. 1.0
m)
finished surface
HEIG
HT V
ARIE
S(M
AX. 1
.0m
)
RATIO: NTSTYPICAL SECTION - RETAINING WALL
LEGEND:
PROPOSED RETAINING WALL
RL TOP & BOTTOM OF WALL
PROPOSED ROAD 2
PROPOSED ROAD 4
PROP
OSED
ROA
D 1
58.6158.61
PROPOSED TEMPORARY PUBLIC ROAD
[60.0]
[59.0]
[61.0]
[62.0]
[63.0]
[58.0]
[57.0]
[56.0]
[55.0]
[54.0]
[54.0]
[55.0]
[56.0]
[57.0]
[58.0]
[59.0]
[60.0]
[59.0]
[58.0]
[58.0]
[53.0]
[55.0]
[54.0]
[53.0]
1:200 4 0 4 8
58.5058.5058.1058.1057.8057.8057.4557.4556.85
57.0057.0057.0057.0057.0057.0057.0057.0057.0057.0056.62
53.6553.6553.4553.4553.3553.3553.2553.2553.1053.1052.90
55.2055.2055.2055.2055.2055.2055.2055.2055.2055.2054.84
TW 57.00/BW 56.10 TW 57.00/BW 56.10 TW 57.00/BW 56.10 TW 57.00/BW 56.10 TW 57.00/BW 56.10
TW 56.10/BW 55.20
TW 57.20/BW 56.30
FINISHED PAD LEVEL57.00
TW 56.10/BW 55.20 TW 56.10/BW 55.20 TW 56.10/BW 55.20TW 56.10/BW 55.20
TW 56.65/BW 55.75
TW 55.75/BW 54.85
TW 60.10/BW 59.80TW 58.40/BW 58.00
TEMPORARY MASONRY WALL
TW 54.50/BW 54.20 TW 58.55/BW 59.05TW 56.75/BW 56.50
SUBSOILDRAINAGE
SUBSOILDRAINAGE
WALLS AND FOUNDATIONSSUBJECT TO ENGINEER'SDESIGN
finished surfaceHEIG
HT V
ARIE
S
finished surface
LOT
BOUN
DARY
GAL STEEL SECTION
PRECAST CONCRETEPLANK SECTION
(MAX
. 1.2
m)
SUBSOILDRAINAGE
06/04/2020 - AMENDED PLANS IN ACCORDANCE WITH STATEMENT OF FACTSAND CONTENTIONS FILED BY BCC.
456457458459460461462463464465466
467
480479478477476475474473472471470469468
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:200
A.H.D.
32
DECEMBER, 2019
21
GJA
BNS
2624DA1-21
MS2624CONCEPTUAL ENGINEERING PLAN - PROPOSED LOTPADS AND RETAINING WALLS
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
THIS IS A CONCEPT PLAN ONLY- NOT FOR CONSTRUCTION -
LEGEND:
PROPOSED RETAINING WALL
RL TOP & BOTTOM OF WALL
1:200 4 0 4 8
56.62
54.84
TW 56.65/BW 55.75
TW 57.20/BW 56.30
FINISHED PAD LEVEL57.00
TW 55.75/BW 54.85
PROPOSED ROAD 2
PROPOSED ROAD 4
PROP
OSED
ROA
D 3
56.10
54.31
56.10
54.31
55.42
53.63
55.42
53.63
54.59
52.80
54.59
52.80
53.68
51.90
53.68
51.90
53.02
51.20
53.02
51.20
52.16
50.98
52.16
50.98
51.37
50.33
51.37
50.33
50.37
49.68
50.37
49.68
49.17
48.63
49.17
48.63
47.97
47.43
47.97
47.43
47.4747.4746.7746.77
46.23 (FUTURE PAD)
TW 56.10/BW 55.20
TW 55.20/BW 54.30
TW 55.45/BW 54.55
TW 54.55/BW 53.65
TW 54.60/BW 53.70
TW 53.70/BW 52.80
TW 53.70/BW 52.80
TW 52.80/BW 51.90
TW 53.05/BW 52.15
TW 52.15/BW 51.25
TW 52.15/BW 50.95TW 51.40/BW 50.30TW 50.40/BW 49.65TW 49.20/BW 48.60TW 48.00/BW 47.40TW 47.40/BW 44.60TW 47.40/BW 44.60TW 46.70/BW 44.60 TW 46.70/BW 44.60
TW 47.20/BW 44.60TW 46.70/BW 44.60
TW 46.70/BW 44.60
TW 47.40/BW 44.60
56.85
52.90
56.33
52.60
56.33
52.60
55.65
52.20
55.65
52.20
54.82
51.85
54.82
51.85
53.91
51.45
53.91
51.45
53.25
51.10
53.25
51.10
52.39
50.75
52.39
50.75
51.60
50.10
51.60
50.10
50.60
49.45
50.60
49.45
49.40
48.40
49.40
48.40
48.20
47.20
48.20
47.20
47.7047.7047.00
46.00 (FUTURE PAD)
47.00
[52.0]
[51.0]
[50.0]
[49.0]
[48.0]
[47.0]
[46.
0]
[45.0]
[45.0]
[46.0]
[52.0]
[53.0]
[54.0]
[46.0]
[47.0]
[48.0]
[49.0]
[50.0]
[51.0]
[52.0]
[53.0]
[54.0]
[55.0]
[56.0]
[57.0]
TW 46.50/BW 46.40 TW 47.40/BW 46.00 TW 49.15/BW 48.40 TW 54.30/BW 54.10
TW 45.40/BW 45.20
TEMPORARY MASONRY WALL
CONT
INUE
D FR
OM S
HEET
20
(RESIDUE)
06/04/2020 - AMENDED PLANS IN ACCORDANCE WITH STATEMENT OF FACTSAND CONTENTIONS FILED BY BCC.
TW 45.10/BW 44.45
46.23 (FUTURE PAD)
46.00 (FUTURE PAD)
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE -
A.H.D.
32
06/04/2020
23
GJA
BNS
2624DA1-23
MS2624DRAINAGE CALCULATIONS - HYDROLOGICAL RESULTS(5yr AND 20yr ARI DESIGN STORM EVENT)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
DESIGN STORM 1:20yr ARI HYDROLOGIC RESULTS (INTERALLOTMENT DRAINAGE LINES ONLY)PIT
NAMEPIT TYPE CATCHMENT
AREAIMPERVIOUSPERCENTAGE
RUNOFF C
IMPERVIOUSTIME Tc
IMPERVIOUSINTENSITY I
PERVIOUSTIME Tc
PERVIOUSINTENSITY I
FULL AREATIME Tc
FULL AREAINTENSITY I
FULL AREACAT. FLOW Qc
PARTIAL AREATIME Tc
PARTIAL AREAINTENSITY I
PARTIAL AREACAT. FLOW Qc
TOTAL CAT.FLOW Qc
DIRECTFLOW Qd
APPROACHFLOW Qa
FLOODEDDEPTH d
FLOODEDWIDTH w
FLOODED(vxd)
ROADGRADE
ROADXFALL
CHOKEFACTOR
INLETFLOW Qg
BYPASSFLOW Qb
BYPASSPIT
COMMENTS
(-) (-) (ha) (%) (-) (min) (mm/hr) (min) (mm/hr) (min) (mm/hr) (L/s) (min) (mm/hr) (L/s) (L/s) (L/s) (L/s) (m) (m) (sq.m/s) (%) (%) (-) (L/s) (L/s) (-)
7-1 GSIP 600x900 0.038 80 0.854 5 168 5 168 5 168 15 5 168 15 15 0 15 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-2 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-3 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-4 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-5 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-6 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-7 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-8 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-9 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-10 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-11 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-12 GSIP 600x900 0.027 80 0.854 5 168 5 168 5 168 11 5 168 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-13 GSIP 600x900 0.034 80 0.854 5 168 5 168 5 168 14 5 168 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-14 GSIP 600x900 0.034 80 0.854 5 168 5 168 5 168 14 5 168 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-15 GSIP 600x900 0.034 80 0.854 5 168 5 168 5 168 14 5 168 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-16 GSIP 600x900 0.034 80 0.854 5 168 5 168 5 168 14 5 168 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-17 GSIP 600x900 0.034 80 0.854 5 168 5 168 5 168 14 5 168 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
4-7 GSIP 900x900 8-1 J.PIT 900x900 SOLID COVER 0 FUTURE GRATED COVER 5-4 GGP 1.2m KI (SAG)
9-1 GSIP 600x900 0.034 80 0.854 5 168 5 168 5 168 14 5 168 14 14 0 14 6.4 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
9-2 GSIP 600x900 0.034 80 0.854 5 168 5 168 5 168 14 5 168 14 14 0 14 8.5 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
2-16 GGP 2.4m EKI 10F-1 GSIP 600x900 0.022 85 0.86 5 168 5 168 5 168 9 5 168 9 9 0 9 9 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-2 GSIP 600x900 0.022 85 0.86 5 168 5 168 5 168 9 5 168 9 9 0 9 9 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-3 GSIP 600x900 0.022 85 0.86 5 168 5 168 5 168 9 5 168 9 9 0 9 9 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-4 GSIP 600x900 0.022 85 0.86 5 168 5 168 5 168 9 5 168 9 9 0 9 9 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-5 GSIP 600x900 0.022 85 0.86 5 168 5 168 5 168 9 5 168 9 9 0 9 9 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-6 GSIP 600x900 0.022 85 0.86 5 168 5 168 5 168 9 5 168 9 9 0 9 9 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-7 GSIP 600x900 0.022 85 0.86 5 168 5 168 5 168 9 5 168 9 9 0 9 9 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-8 GSIP 600x900 0.022 85 0.86 5 168 5 168 5 168 9 5 168 9 9 0 9 9 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-9 GSIP 600x900 0.025 85 0.86 5 168 5 168 5 168 10 5 168 10 10 0 10 10 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
3-1 GSIP 600x900 11F-1 GSIP 600x900 0.024 85 0.86 5 168 5 168 5 168 10 5 168 10 10 0 10 10.1 10 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-2 GSIP 600x900 0.024 85 0.86 5 168 5 168 5 168 10 5 168 10 10 0 10 11.2 10 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-3 GSIP 600x900 0.024 85 0.86 5 168 5 168 5 168 10 5 168 10 10 0 10 11.2 10 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-4 GSIP 600x900 0.024 85 0.86 5 168 5 168 5 168 10 5 168 10 10 0 10 11.2 10 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-5 GSIP 600x900 0.024 85 0.86 5 168 5 168 5 168 10 5 168 10 10 0 10 10.9 10 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-6 GSIP 600x900 0.024 85 0.86 5 168 5 168 5 168 10 5 168 10 10 0 10 9.3 10 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-7 GSIP 600x900 0.024 85 0.86 5 168 5 168 5 168 10 5 168 10 10 0 10 7.8 10 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
DESIGN STORM 1:5yr ARI HYDROLOGIC RESULTSPIT
NAMEPIT TYPE CATCHMENT
AREAIMPERVIOUSPERCENTAGE
RUNOFF C
IMPERVIOUSTIME Tc
IMPERVIOUSINTENSITY I
PERVIOUSTIME Tc
PERVIOUSINTENSITY I
FULL AREATIME Tc
FULL AREAINTENSITY I
FULL AREACAT. FLOW Qc
PARTIAL AREATIME Tc
PARTIAL AREAINTENSITY I
PARTIAL AREACAT. FLOW Qc
TOTAL CAT.FLOW Qc
DIRECTFLOW Qd
APPROACHFLOW Qa
FLOODEDDEPTH d
FLOODEDWIDTH w
FLOODED(vxd)
ROADGRADE
ROADXFALL
CHOKEFACTOR
INLETFLOW Qg
BYPASSFLOW Qb
BYPASSPIT
COMMENTS
(-) (-) (ha) (%) (-) (min) (mm/hr) (min) (mm/hr) (min) (mm/hr) (L/s) (min) (mm/hr) (L/s) (L/s) (L/s) (L/s) (m) (m) (sq.m/s) (%) (%) (-) (L/s) (L/s) (-)
1-1 GSIP 600x900 0.118 95 0.858 5 129 5 129 5 129 36 5 129 36 36 0 36 5.9 3 1 34 2 1-2 1-2 GGP 1.8m EKI 0.057 95 0.859 5 129 5 129 5 129 18 5 129 18 18 0 20 6.1 20 0 1-3 CONN 2-1 GGP 2.4m EKI 0.028 95 0.858 5 129 5 129 5 129 9 5 129 9 9 0 9 11.2 3 1 9 0 2-4 2-2 GGP 2.4m EKI 0.027 95 0.859 5 129 5 129 5 129 8 5 129 8 8 0 8 11.2 3 1 8 0 2-3 2-3 GGP 2.4m EKI 0.016 95 0.858 5 129 5 129 5 129 5 5 129 5 5 0 5 9.3 3 1 5 0 3-2 2-4 GGP 2.4m EKI 0.028 95 0.858 5 129 5 129 5 129 9 5 129 9 9 0 9 7.7 3 1 9 0 2-5 2-5 GGP 2.4m EKI 0.019 95 0.858 5 129 5 129 5 129 6 5 129 6 6 0 6 1.8 3 1 6 0 2-6 2-6 GGP 2.4m EKI 0.046 85 0.848 5.117763 127.8 5 129 5.117763 127.8 14 5 129 14 14 0 14 1 3 1 14 0 2-7 2-7 GGP 2.4m EKI 0.071 85 0.848 5.117763 127.8 5 129 5.117763 127.8 21 5 129 21 21 0 21 1 3 1 21 0 2-8 2-8 GGP 2.4m EKI 0.035 85 0.848 5.117763 127.8 5 129 5.117763 127.8 11 5 129 11 11 0 11 1 3 1 11 0 2-9 2-9 GGP 2.4m EKI 0.072 85 0.848 5.117763 127.8 5 129 5.117763 127.8 22 5 129 21 22 0 22 2.7 3 1 21 0 2-10
2-10 GGP 2.4m EKI 0.035 85 0.848 5.117763 127.8 5 129 5.117763 127.8 11 5 129 10 11 0 11 3.5 3 1 11 0 2-11 2-11 GGP 2.4m EKI 0.072 85 0.848 5.117763 127.8 5 129 5.117763 127.8 22 5 129 21 22 0 22 3.6 3 1 21 0 2-12 2-12 GGP 2.4m EKI 0.036 85 0.848 5.117763 127.8 5 129 5.117763 127.8 11 5 129 11 11 0 11 3.6 3 1 11 0 2-13 2-13 GGP 2.4m EKI 0.07 85 0.848 5.117763 127.8 5 129 5.117763 127.8 21 5 129 21 21 0 21 4.5 3 1 21 0 2-14 2-14 GGP 2.4m EKI 0.044 85 0.848 5.117763 127.8 5 129 5.117763 127.8 13 5 129 13 13 0 13 5.4 3 1 13 0 2-15 2-15 GGP 2.4m EKI 0.044 85 0.848 5.117763 127.8 5 129 5.117763 127.8 13 5 129 13 13 0 13 5.9 3 1 13 0 2-16 2-16 GGP 2.4m EKI 0.013 95 0.858 5 129 5 129 5 129 4 5 129 4 4 0 4 8.5 3 1 4 0 5-6 2-17 J.PIT 900x900 SOLID COVER 0 EXTENDED CHAMBER PIT (SPECIAL)
2-18 HW OUT 3-1 GSIP 600x900 0.027 85 0.86 5 129 5 129 5 129 8 5 129 8 8 0 8 5.8 8 0 3-2 GGP 1.8m EKI 0.021 95 0.859 5 129 5 129 5 129 6 5 129 6 6 0 6 5.8 6 0 2-5 GGP 2.4m EKI 4-1 GGP 1.8m EKI 0.045 95 0.859 5 129 5 129 5 129 14 5 129 14 14 0 14 3.4 3 1 14 0 4-2 4-2 GGP 1.8m EKI 0.043 95 0.858 5 129 5 129 5 129 13 5 129 13 13 0 13 8.7 3 1 13 0 4-3 4-3 GGP 1.8m EKI 0.039 95 0.858 5 129 5 129 5 129 12 5 129 12 12 0 12 10.1 3 1 12 0 4-4 4-4 GGP 1.8m EKI 0.021 95 0.859 5 129 5 129 5 129 6 5 129 6 6 0 6 11.1 3 1 6 0 4-5 4-5 GGP 1.2m KI (SAG) 0.01 95 0.859 5 129 5 129 5 129 3 5 129 3 3 0 3 11.1 3 1 3 0 5-2 4-6 J.PIT 600x900 SOLID COVER 0 4-7 GSIP 900x900 0.037 80 0.854 5 129 5 129 5 129 11 5 129 11 11 0 11 11 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
4-8 HW OUT 5-1 GGP 2.4m KI (SAG) 2.04 85 0.848 5 129 7.5 111 7.5 111 533 5 129 591 591 0 591 1.4 591 0 5-2 GGP 2.4m KI (SAG) 0.026 95 0.859 5 129 5 129 5 129 8 5 129 8 8 0 8 1.4 8 0 5-3 GGP 1.8m EKI 0 5-4 GGP 1.2m KI (SAG) 0.017 95 0.859 5 129 5 129 5 129 5 5 129 5 5 0 5 1.5 3 1 5 0 5-5 5-5 GGP 1.8m EKI 0.019 95 0.859 5 129 5 129 5 129 6 5 129 6 6 0 6 2.4 3 1 6 0 5-6 5-6 GGP 2.4m KI (SAG) 0.11 85 0.848 5.117763 127.8 5 129 5.117763 127.8 33 5 129 33 33 0 33 2.2 33 0 5-7 GGP 2.4m KI (SAG)
6-1 GSIP 1200x1200 0 0 5 0 0 5 0 0 0 74 74 2.2 74 0 6-2 GSIP 1200x1200 0 0 0 0 0 0 0 0 0 0 0 2.2 0 0 6-3 J.PIT 900x900 SOLID COVER 0
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE -
A.H.D.
32
06/04/2020
24
GJA
BNS
2624DA1-24
MS2624DRAINAGE CALCULATIONS - HYDRAULIC RESULTS(5yr AND 20yr ARI DESIGN STORM EVENT)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
DESIGN STORM 1:5yr ARI HYDRAULIC RESULTSPIPE NAME PIPE TYPE PIPE
DIAMETERPIPE
LENGTHPIPE
SLOPEPIPE
AREA AfFULL AREA
TIME TcFULL AREAINTENSITY I
FULL AREASUM CA
FULL AREAFLOW Qc
PART-AREATIME Tc
PART-AREAINTENSITY I
PART-AREASUM CA
PART-AREAFLOW Qc
DIRECT PIPEFLOW Qp
PEAK FLOWQrat
NET BYPASSFLOW Qb
PIPEFLOW Q
FLOW CAP.Qcap
Q/QcapRATIO
FULL PIPEVELOCITY
NORM. DEPTHVELOCITY
CRIT. DEPTHVELOCITY
U/S PITGRATE RL
PIPEU/S IL
PIPED/S IL
PIPE D/SDROP
U/S PITKu
U/S PITKw
PIPEV'HEAD
PIT LOSS(Ku.V'head)
WSE LOSS(Kw.V'head)
TOTALPIPE LOSS
U/S PITHGL
U/S PIPEHGL
D/S PIPEHGL
HGLGRADE
MIN.COVER
U/SFREEBOARD
COMMENTS
(-) (-) (mm) (m) (%) (sq.m) (min) (mm/hr) (ha) (L/s) (min) (mm/hr) (ha) (L/s) (L/s) (L/s) (L/s) (L/s) (L/s) (-) (m/s) (m/s) (m/s) (m) (m) (m) (m) (-) (-) (m) (m) (m) (m) (m) (m) (m) (%) (m) (m)
1-1 to 1-2 RCP/RRJ/CL2 450 54.85 6.56 0.16 5 129 0.101 36.2 5 129 0.1 36.2 0 36.2 -2.2 34 901.8 0.04 0.21 2.8 0.94 62.496 60.9 57.3 0 4 0 0.01 0.01 3.58 61.035 61.025 57.465 6.49 1.08 1.46 1-2 to 1-3 RCP/RRJ/CL2 450 5 6.08 0.16 5.46 124.4 0.15 52 5 129 0.14 50.6 0 52 0 52 867.8 0.06 0.33 3.08 1.06 58.922 57.3 56.996 1.68 0.01 0.01 0.01 0 57.465 57.456 57.069 7.74 1.1 1.46
58.685 57.069 2-1 to 2-2 RCP/RRJ/CL2 375 12.15 4.11 0.11 5 129 0.024 8.7 5 129 0.02 8.7 0 8.7 0 8.7 442.1 0.02 0.08 1.63 0.67 57.297 55.7 55.2 0 4 0 0 0 0.49 55.767 55.766 55.296 3.87 0.99 1.53 2-2 to 2-3 RCP/RRJ/CL2 375 17.43 10.9 0.11 5.1 128 0.048 17 5 129 0.05 17 0 17 0 17 721.7 0.02 0.15 2.8 0.8 56.719 55.2 53.3 0 2.56 2.78 0 0 0 1.9 55.296 55.293 53.409 10.81 1.05 1.42 2-3 to 2-4 RCP/RRJ/CL2 375 14.21 4.92 0.11 5.25 126.5 0.061 21.5 5.15 127.5 0.06 21.5 0 21.5 0 21.5 484 0.04 0.19 2.26 0.86 54.889 53.3 52.6 0 2.11 2.54 0 0 0 0.69 53.409 53.405 52.729 4.75 1.01 1.48 2-4 to 2-5 RCP/RRJ/CL2 375 14.22 9.85 0.11 5.36 125.4 0.086 29.8 5.26 126.4 0.09 29.9 0 29.9 0 29.9 685.8 0.04 0.27 3.19 0.94 54.138 52.6 51.2 0 1.42 0 0.01 0.01 1.26 52.729 52.724 51.5 8.61 1.01 1.41 2-5 to 2-6 RCP/RRJ/CL2 450 9.12 2.19 0.16 5.98 120.2 0.467 155.8 5.66 122.7 0.46 157.6 0 157.6 0 157.6 519.4 0.3 0.99 2.88 1.52 52.846 51.2 51 0 0.43 0.05 0.02 0.02 0.19 51.5 51.479 51.324 1.7 1.15 1.35 2-6 to 2-7 RCP/RRJ/CL2 450 21.2 1.42 0.16 6.05 119.7 0.506 168.1 5.7 122.4 0.5 170.1 0 170.1 0 170.1 416.3 0.41 1.07 2.49 1.57 52.74 51 50.7 0 0.58 0.06 0.03 0.03 0.28 51.324 51.29 51.057 1.1 1.24 1.42 2-7 to 2-8 RCP/RRJ/CL2 450 9.74 1.54 0.16 6.23 118.6 0.566 186.5 5.84 121.2 0.56 188.4 0 188.4 -0.1 188.3 434.5 0.43 1.18 2.64 1.64 52.528 50.7 50.55 0 0.72 0.07 0.05 0.05 0.14 51.057 51.006 50.899 1.09 1.33 1.47 2-8 to 2-9 RCP/RRJ/CL2 450 20.7 1.69 0.16 6.31 118.1 0.596 195.6 5.93 120.6 0.59 197.5 0 197.5 0 197.5 455.5 0.43 1.24 2.77 1.67 52.43 50.55 50.2 0 0.46 0.08 0.04 0.04 0.32 50.899 50.863 50.589 1.33 1.35 1.53
2-9 to 2-10 RCP/RRJ/CL2 450 9.85 2.03 0.16 6.49 117.1 0.657 213.6 6.13 119.2 0.65 215.7 0 215.7 -0.2 215.6 499.4 0.43 1.36 3.03 1.74 52.032 50.2 50 0 0.66 0.09 0.06 0.06 0.19 50.589 50.527 50.377 1.52 1.24 1.44 2-10 to 2-11 RCP/RRJ/CL2 450 20.35 2.95 0.16 6.57 116.6 0.687 222.4 6.21 118.7 0.68 224.7 0 224.7 0 224.7 602.9 0.37 1.41 3.53 1.77 51.714 50 49.4 0 0.43 0.1 0.04 0.04 0.57 50.377 50.334 49.819 2.53 1.12 1.34 2-11 to 2-12 RCP/RRJ/CL2 450 10.8 3.7 0.16 6.74 115.6 0.747 239.9 6.35 117.9 0.74 242.6 0 242.6 -0.2 242.4 676.2 0.36 1.52 3.92 1.84 50.99 49.4 49 0 0.61 0.12 0.07 0.07 0.38 49.819 49.747 49.405 3.16 1.08 1.17 2-12 to 2-13 RCP/RRJ/CL2 450 19.32 4.14 0.16 6.83 115 0.778 248.6 6.44 117.4 0.77 251.5 0 251.5 0 251.5 715.3 0.35 1.58 4.12 1.88 50.606 49 48.2 0 0.41 0.13 0.05 0.05 0.76 49.405 49.353 48.646 3.66 1.1 1.2 2-13 to 2-14 RCP/RRJ/CL2 450 12.84 4.67 0.16 6.99 114.1 0.838 265.4 6.56 116.6 0.83 268.7 0 268.7 -0.1 268.6 760 0.35 1.69 4.39 1.95 49.848 48.2 47.6 0 0.56 0.15 0.08 0.08 0.57 48.646 48.564 48.037 4.1 1.13 1.2 2-14 to 2-15 RCP/RRJ/CL2 450 12.15 5.76 0.16 7.09 113.4 0.875 275.7 6.64 116.1 0.87 279.3 0 279.3 0 279.3 844.7 0.33 1.76 4.79 2 49.207 47.6 46.9 0 0.43 0.16 0.07 0.07 0.67 48.037 47.97 47.346 5.14 1.09 1.17 2-15 to 2-16 RCP/RRJ/CL2 450 16.18 7.11 0.16 7.2 112.8 0.912 285.8 6.74 115.5 0.9 289.8 0 289.8 0 289.8 938.5 0.31 1.82 5.23 2.04 48.521 46.9 45.75 0 0.42 0.17 0.07 0.07 1.06 47.346 47.276 46.264 6.26 1.1 1.17 2-16 to 2-17 RCP/RRJ/CL2 450 12.09 7.03 0.16 7.33 112 0.981 305.3 6.84 115 0.97 309.8 0 309.8 0 309.8 933.5 0.33 1.95 5.3 2.13 47.333 45.75 44.9 0 0.66 0.76 0.19 0.13 0.15 0.67 46.283 46.136 45.501 5.26 0.82 1.05 2-17 to 2-18 RCP/RRJ/CL2 525 5.68 1.76 0.22 7.43 111.4 0.981 303.6 6.94 114.4 0.97 308.1 0 308.1 0 308.1 698.9 0.44 1.42 3.12 1.86 46.16 44.9 44.8 0.13 2.17 2.71 0.1 0.22 0.28 0 45.557 45.276 45.044 4.09 0.15 0.6
45.325 45.044 3-1 to 3-2 RCP/RRJ/CL2 375 4.53 4.42 0.11 5.76 121.9 0.347 117.4 5.48 124.2 0.34 118.5 0 118.5 0 118.5 458.2 0.26 1.07 3.51 1.49 53.63 51.85 51.65 0 4 0.06 0.23 0.23 0.2 52.339 52.104 51.896 4.58 1.2 1.29 3-2 to 2-5 RCP/RRJ/CL2 450 22.03 2.04 0.16 5.8 121.6 0.364 123.1 5.54 123.7 0.36 124.3 0 124.3 0 124.3 501 0.25 0.78 2.64 1.4 53.31 51.65 51.2 0 0 0.03 0 0 0.43 51.896 51.896 51.5 1.8 1.01 1.41
51.5 4-1 to 4-2 RCP/RRJ/CL2 375 50.7 6.71 0.11 5 129 0.038 13.8 5 129 0.04 13.8 0 13.8 0 13.8 565.3 0.02 0.12 2.22 0.76 57.843 56.3 52.9 0 4 0 0 0 3.38 56.386 56.383 53.021 6.63 1.12 1.46 4-2 to 4-3 RCP/RRJ/CL2 375 45.3 9.82 0.11 5.42 124.8 0.075 26.1 5 129 0.07 25.9 0 26.1 0 26.1 684.9 0.04 0.24 3.06 0.9 54.403 52.9 48.45 0 2 0 0.01 0.01 4.44 53.021 53.016 48.596 9.76 1.05 1.38 4-3 to 4-4 RCP/RRJ/CL2 375 24.19 9.09 0.11 5.8 121.6 0.108 36.6 5.38 125.2 0.11 36.6 0 36.6 0 36.6 658.8 0.06 0.33 3.29 1 50.303 48.45 46.25 0 1.49 0.01 0.01 0.01 2.2 48.596 48.588 46.404 9.02 1.07 1.71 4-4 to 4-5 RCP/RRJ/CL2 375 11.49 9.84 0.11 6 120 0.126 42 5.58 123.4 0.12 42.1 0 42.1 0 42.1 685.4 0.06 0.38 3.52 1.04 47.677 46.25 45.12 0 0.87 0.01 0.01 0.01 1.1 46.404 46.398 45.331 9.29 0.93 1.27 4-5 to 4-6 RCP/RRJ/CL2 375 6 1 0.11 6.1 119.4 0.135 44.6 5.67 122.6 0.13 44.7 0 44.7 0 44.7 216.4 0.21 0.4 1.56 1.06 46.406 45.12 45.06 0 2.12 2.66 0.01 0.02 0.02 0.01 45.336 45.313 45.323 -0.17 0.88 1.07 4-6 to 4-7 uPVC 375 24.11 1.04 0.11 6.15 119.1 0.135 44.5 5.72 122.2 0.13 44.6 0 44.6 0 44.6 262.8 0.17 0.4 1.79 1.06 46.773 45.06 44.81 0 0.2 0.01 0 0 0.01 45.323 45.322 45.319 0.01 1.39 1.45 4-7 to 4-8 uPVC 450 0.9 1.11 0.16 6.47 117.2 0.602 195.9 6.13 119.2 0.6 197.2 0 197.2 0 197.2 441.5 0.45 1.24 2.69 1.67 46.774 44.81 44.8 2.5 2.78 0.08 0.2 0.22 0 45.341 45.123 45.011 12.43 1.86 1.43
45.25 45.011 5-1 to 5-2 RCP/RRJ/CL2 675 11 1.09 0.36 7.5 111 1.73 533.3 5 129 1.65 591.3 0 591.3 0 591.3 1055.8 0.56 1.65 3.03 2.13 46.04 43.93 43.81 0 2 0.14 0.28 0.28 0.04 45.344 45.065 45.027 0.35 1.25 0.7 5-2 to 5-3 RCP/RRJ/CL2 675 14.27 1.05 0.36 7.59 110.4 1.752 537.4 5.09 128.1 1.67 594.9 0 594.9 0 594.9 1036.3 0.57 1.66 2.99 2.13 46.041 43.81 43.66 0 2.29 2.62 0.14 0.32 0.37 0.05 45.074 44.704 44.654 0.35 1.51 0.97 5-3 to 5-4 RCP/RRJ/CL2 675 19.94 1 0.36 7.71 109.7 1.752 533.9 5.21 126.9 1.67 589.4 0 589.4 0 589.4 1012.1 0.58 1.65 2.93 2.12 46.304 43.66 43.46 0 0.5 0.14 0.07 0.07 0.07 44.654 44.585 44.516 0.34 1.9 1.65 5-4 to 5-5 RCP/RRJ/CL2 675 21.88 1.01 0.36 7.88 108.7 1.766 533.5 5.38 125.2 1.69 586.7 0 586.7 0 586.7 1013.3 0.58 1.64 2.93 2.12 46.072 43.46 43.24 0 1.1 0.14 0.15 0.15 0.07 44.516 44.365 44.291 0.34 1.68 1.56 5-5 to 5-6 RCP/RRJ/CL2 675 13.62 1.03 0.36 8.06 107.6 1.782 532.9 5.56 123.5 1.7 584.2 0 584.2 0 584.2 1024.6 0.57 1.63 2.95 2.11 45.634 43.24 43.1 0.05 0.5 0.14 0.07 0.07 0.05 44.291 44.223 44.176 0.34 1.12 1.34 5-6 to 5-7 RCP/RRJ/CL2 750 9.01 1 0.44 8.17 107 1.875 557.2 5.67 122.6 1.8 611.7 0 685.7 0 685.7 1330.8 0.52 1.55 3.03 2.13 44.934 43.05 42.96 1.4 0.12 0.17 0.17 0.02 44.176 44.004 43.98 0.27 0.95 0.76
44.938 43.98 6-1 to 6-2 RCP/RRJ/CL2 375 1.2 13.75 0.11 5 129 0 0 5 129 0 0 0 74 0 74 810.9 0.09 0.67 4.66 1.25 44.8 43.785 43.62 0 4 0.02 0.09 0.09 0 44.263 44.172 44.17 0.12 0.54 6-2 to 6-3 RCP/RRJ/CL2 525 1.05 15.24 0.22 5.01 128.9 0 0 5.01 128.9 0 0 0 74 0 74 2060.5 0.04 0.34 4.65 1.13 45.945 43.62 43.46 0 -1.75 0.01 -0.01 -0.01 0 44.17 44.181 44.18 0.02 1.77 6-3 to 5-6 RCP/RRJ/CL2 525 6.37 2.91 0.22 5.02 128.8 0 0 5.02 128.8 0 0 0 74 0 74 896.2 0.08 0.34 2.56 1.13 44.8 43.46 43.275 0.225 0.43 0.49 0.01 0 0 0 44.181 44.178 44.176 0.02 0.77 0.62
44.934 44.176
DESIGN STORM 1:20yr ARI HYDRAULIC RESULTS (INTERALLOTMENT DRAINAGE LINES ONLY)PIPE NAME PIPE TYPE PIPE
DIAMETERPIPE
LENGTHPIPE
SLOPEPIPE
AREA AfFULL AREA
TIME TcFULL AREAINTENSITY I
FULL AREASUM CA
FULL AREAFLOW Qc
PART-AREATIME Tc
PART-AREAINTENSITY I
PART-AREASUM CA
PART-AREAFLOW Qc
DIRECT PIPEFLOW Qp
PEAK FLOWQrat
NET BYPASSFLOW Qb
PIPEFLOW Q
FLOW CAP.Qcap
Q/QcapRATIO
FULL PIPEVELOCITY
NORM. DEPTHVELOCITY
CRIT. DEPTHVELOCITY
U/S PITGRATE RL
PIPEU/S IL
PIPED/S IL
PIPE D/SDROP
U/S PITKu
U/S PITKw
PIPEV'HEAD
PIT LOSS(Ku.V'head)
WSE LOSS(Kw.V'head)
TOTALPIPE LOSS
U/S PITHGL
U/S PIPEHGL
D/S PIPEHGL
HGLGRADE
MIN.COVER
U/SFREEBOARD
COMMENTS
(-) (-) (mm) (m) (%) (sq.m) (min) (mm/hr) (ha) (L/s) (min) (mm/hr) (ha) (L/s) (L/s) (L/s) (L/s) (L/s) (L/s) (-) (m/s) (m/s) (m/s) (m) (m) (m) (m) (-) (-) (m) (m) (m) (m) (m) (m) (m) (%) (m) (m)
7-1 to 7-2 uPVC 225 10.14 1.08 0.04 5 168 0.032 15.2 5 168 0.03 15.2 0 15.2 0 15.2 70.1 0.22 0.38 1.41 0.87 57 56.3 56.19 0 4 0.01 0.03 0.03 0.07 56.431 56.401 56.364 0.37 0.5 0.57 7-2 to 7-3 uPVC 225 10.14 1.08 0.04 5.08 167 0.056 26 5 168 0.06 25.9 0 26 0 26 70.1 0.37 0.65 1.63 1.05 57 56.19 56.08 0 1.83 0.02 0.04 0.04 0.06 56.364 56.324 56.303 0.21 0.61 0.64 7-3 to 7-4 uPVC 225 10.14 1.08 0.04 5.17 166 0.079 36.6 5.08 167 0.08 36.6 0 36.6 0 36.6 70.1 0.52 0.92 1.78 1.21 57 56.08 55.97 0 1.44 0.04 0.06 0.06 0.11 56.303 56.24 56.144 0.95 0.71 0.7 7-4 to 7-5 uPVC 300 10.14 1.08 0.07 5.25 165 0.103 47.2 5.17 166 0.1 47.2 0 47.2 0 47.2 149.6 0.32 0.67 1.88 1.16 57 55.97 55.86 0 0.27 0.02 0.01 0.01 0.09 56.144 56.138 56.082 0.55 0.74 0.86 7-5 to 7-6 uPVC 300 10.14 1.08 0.07 5.34 163.9 0.126 57.6 5.25 165 0.13 57.7 0 57.7 0 57.7 149.6 0.39 0.82 1.98 1.25 57 55.86 55.75 0.4 1.04 0.03 0.04 0.04 0.05 56.082 56.047 55.879 1.65 0.47 0.92 7-6 to 7-7 uPVC 300 10.14 1.08 0.07 5.42 162.9 0.15 67.8 5.34 163.9 0.15 68 0 68 0 68 149.6 0.45 0.96 2.07 1.33 56.62 55.35 55.24 0.59 2.17 2.66 0.05 0.1 0.13 0.04 55.679 55.553 55.382 1.69 0.46 0.94 7-7 to 7-8 uPVC 300 10.14 1.08 0.07 5.51 161.9 0.173 78 5.34 163.9 0.17 78.3 0 78.3 0 78.3 149.6 0.52 1.11 2.14 1.42 56.1 54.65 54.54 0.74 2.14 2.64 0.06 0.13 0.17 0.04 55.033 54.868 54.694 1.72 0.48 1.07 7-8 to 7-9 uPVC 300 10.14 1.08 0.07 5.59 161.1 0.197 88.1 5.42 162.9 0.2 88.4 0 88.4 0 88.4 149.6 0.59 1.25 2.2 1.51 55.42 53.8 53.69 0.79 2.1 2.58 0.08 0.17 0.21 0.04 54.238 54.032 53.856 1.73 0.5 1.18
7-9 to 7-10 uPVC 375 10.14 1.08 0.11 5.68 160.2 0.22 98.1 5.42 162.9 0.22 98.4 0 98.4 0 98.4 269.1 0.37 0.89 2.25 1.38 54.59 52.9 52.79 0.59 2.15 2.71 0.04 0.09 0.11 0.02 53.24 53.13 52.947 1.81 0.42 1.35 7-10 to 7-11 uPVC 375 10.14 1.08 0.11 5.76 159.4 0.244 107.9 5.59 161.1 0.24 108.4 0 108.4 0 108.4 269.1 0.4 0.98 2.31 1.44 53.68 52.2 52.09 0.74 2.14 2.66 0.05 0.11 0.13 0.02 52.573 52.442 52.255 1.84 0.46 1.11 7-11 to 7-12 uPVC 375 10.14 1.08 0.11 5.85 158.5 0.267 117.7 5.59 161.1 0.26 118.3 0 118.3 0 118.3 269.1 0.44 1.07 2.36 1.49 53.02 51.35 51.24 0.74 2.14 2.66 0.06 0.13 0.16 0.02 51.759 51.603 51.414 1.87 0.44 1.26 7-12 to 7-13 uPVC 375 12.51 1.04 0.11 5.93 157.7 0.291 127.3 5.68 160.2 0.29 128.1 0 128.1 0 128.1 263.1 0.49 1.16 2.37 1.54 52.16 50.5 50.37 0.87 2.13 2.66 0.07 0.15 0.18 0.05 50.947 50.764 50.555 1.67 0.5 1.21 7-13 to 7-14 uPVC 375 12.51 1.04 0.11 6.03 156.7 0.32 139.1 5.78 159.2 0.32 140.1 0 140.1 0 140.1 263.1 0.53 1.27 2.42 1.61 51.37 49.5 49.37 1.07 2.12 2.63 0.08 0.17 0.22 0.05 49.992 49.776 49.565 1.69 0.5 1.38 7-14 to 7-15 uPVC 375 12.51 1.04 0.11 6.14 155.6 0.349 150.7 5.8 159 0.34 152 0 152 0 152 263.1 0.58 1.38 2.46 1.67 50.37 48.3 48.17 1.07 2.1 2.59 0.1 0.2 0.25 0.05 48.838 48.587 48.375 1.7 0.5 1.53 7-15 to 7-16 uPVC 375 12.51 1.04 0.11 6.24 154.6 0.378 162.1 5.9 158 0.37 163.7 0 163.7 0 163.7 263.1 0.62 1.48 2.5 1.74 49.17 47.1 46.97 1.07 2.07 2.55 0.11 0.23 0.29 0.05 47.684 47.398 47.185 1.7 0.5 1.49 7-16 to 7-17 uPVC 450 12.51 1.04 0.16 6.35 153.5 0.407 173.4 5.92 157.8 0.4 175.2 0 175.2 0 175.2 424.7 0.41 1.1 2.55 1.59 47.97 45.9 45.77 0 2.13 2.7 0.06 0.13 0.17 0.12 46.361 46.194 46.112 0.66 1.13 1.61 7-17 to 4-7 uPVC 450 1.75 1.14 0.16 6.45 152.5 0.435 184.5 6.03 156.7 0.43 186.7 0 186.7 0 186.7 446.5 0.42 1.17 2.69 1.63 46.77 45.77 45.75 0.94 0.54 0.07 0.04 0.04 0 46.112 46.074 45.953 6.95 0.56 0.66
45.518 8-1 to 5-4 RCP/RRJ/CL2 450 6.5 1.54 0.16 5 168 0 0 5 168 0 0 0 0 0 0 434.2 0 0 0 0 46.774 44.6 44.5 1.04 0.5 0 0 0 0 44.876 44.876 44.876 0 1.08 1.9
44.876 9-1 to 9-2 uPVC 150 13 8.46 0.02 5 168 0.029 13.5 5 168 0.03 13.5 0 13.5 0 13.5 57.1 0.24 0.76 2.66 0.99 48.424 47.5 46.4 0.3 4 0.03 0.12 0.12 0.85 47.727 47.608 46.449 8.91 0.6 0.7
9-2 to 2-16 RCP/RRJ/CL2 375 5.5 1.82 0.11 5.11 166.7 0.058 26.8 5 168 0.06 26.7 0 26.8 0 26.8 292.8 0.09 0.24 1.68 0.91 47.339 46.1 46 0.25 2.29 2.99 0 0.01 0.01 0 46.392 46.383 46.384 -0.02 0.85 0.9546.415
10F-1 to 10F-2 uPVC 150 7.75 9.68 0.02 5 168 0.019 9 5 168 0.02 9 0 9 0 9 61.1 0.15 0.51 2.5 0.84 60.859 59.9 59.15 0 4 0.01 0.05 0.05 0.73 60.041 59.988 59.276 9.19 0.76 0.82 10F-2 to 10F-3 uPVC 225 7.74 9.68 0.04 5.06 167.2 0.039 18 5 168 0.04 17.9 0 18 0 18 177.8 0.1 0.45 2.91 0.92 60.052 59.15 58.4 0 1.41 0.01 0.01 0.01 0.72 59.276 59.261 58.573 8.88 0.63 0.78 10F-3 to 10F-4 uPVC 225 7.75 7.75 0.04 5.13 166.5 0.058 26.8 5.06 167.2 0.06 26.8 0 26.8 0 26.8 158.9 0.17 0.68 3 1.06 59.276 58.4 57.8 0 1.57 0.02 0.04 0.04 0.56 58.573 58.537 58.011 6.79 0.61 0.7 10F-4 to 10F-5 uPVC 225 7.75 7.75 0.04 5.19 165.7 0.077 35.6 5.13 166.5 0.08 35.7 0 35.7 0 35.7 158.9 0.22 0.9 3.25 1.19 58.672 57.8 57.2 0 1.28 0.04 0.05 0.05 0.54 58.011 57.958 57.446 6.62 0.61 0.66 10F-5 to 10F-6 uPVC 225 7.75 5.16 0.04 5.26 164.9 0.097 44.3 5.19 165.7 0.1 44.4 0 44.4 0 44.4 129.6 0.34 1.12 2.96 1.33 58.056 57.2 56.8 0 1.09 0.06 0.07 0.07 0.32 57.446 57.376 57.078 3.85 0.61 0.61 10F-6 to 10F-7 uPVC 225 7.74 4.52 0.04 5.32 164.1 0.116 52.9 5.19 165.7 0.12 53.1 0 53.1 0 53.1 121.1 0.44 1.34 2.95 1.48 57.657 56.8 56.45 0.3 0.96 0.09 0.09 0.09 0.29 57.078 56.991 56.585 5.24 0.61 0.58 10F-7 to 10F-8 uPVC 225 7.75 3.87 0.04 5.39 163.4 0.135 61.5 5.26 164.9 0.13 61.7 0 61.7 0 61.7 112 0.55 1.55 2.88 1.64 57.334 56.15 55.85 0 1.9 2.24 0.12 0.23 0.28 0.3 56.627 56.352 56.057 3.81 0.78 0.71 10F-8 to 10F-9 uPVC 300 9.25 3.24 0.07 5.45 162.6 0.155 69.9 5.32 164.1 0.15 70.2 0 70.2 0 70.2 218.2 0.32 0.99 2.76 1.35 56.841 55.85 55.55 0.3 0 0.05 0 0 0.09 56.057 56.057 55.667 4.21 0.68 0.78
10F-9 to 3-1 uPVC 300 27.45 10.38 0.07 5.53 161.7 0.177 79.4 5.34 164 0.18 79.8 0 79.8 0 79.8 392.2 0.2 1.13 4.4 1.43 56.856 55.25 52.4 0.55 2.13 2.63 0.07 0.14 0.17 2.73 55.641 55.47 52.541 10.67 0.91 1.2152.541
11F-1 to 11F-2 uPVC 150 8.71 10.33 0.02 5 168 0.021 9.8 5 168 0.02 9.8 0 9.8 0 9.8 63.1 0.15 0.55 2.61 0.87 59.671 58.8 57.9 0 4 0.02 0.06 0.06 0.88 58.954 58.891 58.033 9.86 0.67 0.72 11F-2 to 11F-3 uPVC 225 8.71 11.48 0.04 5.07 167.1 0.042 19.4 5 168 0.04 19.4 0 19.4 0 19.4 193.7 0.1 0.49 3.16 0.95 58.719 57.9 56.9 0 1.41 0.01 0.02 0.02 0.96 58.033 58.015 57.085 10.68 0.54 0.69 11F-3 to 11F-4 uPVC 225 8.71 11.48 0.04 5.15 166.3 0.063 29 5.07 167.1 0.06 29 0 29 0 29 193.7 0.15 0.73 3.54 1.09 57.746 56.9 55.9 0 1.57 0.03 0.04 0.04 0.95 57.085 57.042 56.126 10.52 0.57 0.66 11F-4 to 11F-5 uPVC 225 8.71 9.18 0.04 5.22 165.4 0.084 38.5 5.15 166.3 0.08 38.5 0 38.5 0 38.5 173.1 0.22 0.97 3.53 1.24 56.773 55.9 55.1 0 1.28 0.05 0.06 0.06 0.73 56.126 56.065 55.364 8.05 0.55 0.65 11F-5 to 11F-6 uPVC 225 8.71 11.48 0.04 5.29 164.5 0.105 47.8 5.22 165.4 0.1 48 0 48 0 48 193.7 0.25 1.21 4.07 1.39 55.893 55.1 54.1 0 1.09 0.07 0.08 0.08 1 55.364 55.283 54.286 11.44 0.53 0.53 11F-6 to 11F-7 uPVC 300 8.71 8.04 0.07 5.36 163.6 0.126 57.1 5.22 165.4 0.12 57.3 0 57.3 0 57.3 344.8 0.17 0.81 3.66 1.24 54.943 54.1 53.4 0 0 0.03 0 0 0.7 54.286 54.286 53.589 8 0.5 0.66
11F-7 to 3-1 uPVC 375 13.6 7.35 0.11 5.44 162.8 0.147 66.3 5.29 164.5 0.15 66.6 0 66.6 0 66.6 592.1 0.11 0.6 3.61 1.2 54.661 53.4 52.4 0.55 0.09 0.02 0 0 0.96 53.589 53.588 52.541 7.7 0.53 1.0752.541
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500(HS); 1:100(VS)
A.H.D.
32
06/04/2020
25
GJA
BNS
2624DA1-25
MS2624DRAINAGE LONGITUDINAL SECTIONS - LINES 2 & 3 (5yr)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
42.00
375
4.11
0.08
9
442
RCP/RRJ/CL2
0.99
3.87
12.15
45.4
57.4
4957
.297
055
.71.
6055
.766
2-1
GG
P 2.
4m E
KI
375
10.90
0.15
17
722
RCP/RRJ/CL2
1.05
10.81
17.43
40.2
2956
.718
56.7
1912
.155
55.2
55.2
1.52
1.52
55.2
9355
.296
2-2
GG
P 2.
4m E
KI
375
4.92
0.19
22
484
RCP/RRJ/CL2
1.01
4.75
14.21
22.8
54.7
8654
.889
29.5
8453
.353
.31.
591.
5953
.405
53.4
09
2-3
GG
P 2.
4m E
KI
375
9.85
0.27
30
686
RCP/RRJ/CL2
1.01
8.61
14.22
13.7
9954
.779
54.1
3843
.797
52.6
52.6
1.54
1.54
52.7
2452
.729
2-4
GG
P 2.
4m E
KI
450
2.19
0.99
158
519
RCP/RRJ/CL2
1.15
1.7
9.12
16.2
5253
.354
52.8
4658
.013
51.2
51.2
1.65
1.65
51.4
7951
.5
2-5
LIN
E 3
GG
P 2.
4m E
KI
450
1.42
1.07
170
416
RCP/RRJ/CL2
1.24
1.1
21.2
25.3
6953
.258
52.7
467
.129
51511.
741.
7451
.29
51.3
24
2-6
GG
P 2.
4m E
KI
450
1.54
1.18
188
434
RCP/RRJ/CL2
1.33
1.09
9.74
46.5
6553
.337
52.5
2888
.326
50.7
50.7
1.83
1.83
51.0
0651
.057
2-7
GG
P 2.
4m E
KI
450
1.69
1.24
197
455
RCP/RRJ/CL2
1.35
1.33
20.7
56.3
0453
.203
52.4
398
.065
50.5
550
.55
1.88
1.88
50.8
6350
.899
2-8
GG
P 2.
4m E
KI
450
2.03
1.36
216
499
RCP/RRJ/CL2
1.24
1.52
9.85
7752
.51
52.0
3211
8.76
150
.250
.21.
831.
8350
.527
50.5
89
2-9
GG
P 2.
4m E
KI
450
2.95
1.41
225
603
RCP/RRJ/CL2
1.12
2.53
20.3586
.853
52.0
951
.714
128.
614
50501.
711.
7150
.334
50.3
77
2-10
GG
P 2.
4m E
KI
450
3.70
1.52
242
676
RCP/RRJ/CL2
1.08
3.16
10.8
107.
199
51.5
0550
.99
148.
9649
.449
.41.
591.
5949
.747
49.8
19
2-11
GG
P 2.
4m E
KI
450
4.14
1.58
251
715
RCP/RRJ/CL2
1.1
3.66
19.32
118
51.0
2950
.606
159.
761
49491.
611.
6149
.353
49.4
05
2-12
GG
P 2.
4m E
KI
450
4.67
1.69
269
760
RCP/RRJ/CL2
1.13
4.1
12.84
137.
319
50.3
5549
.848
179.
079
48.2
48.2
1.65
1.65
48.5
6448
.646
2-13
GG
P 2.
4m E
KI
450
5.76
1.76
279
845
RCP/RRJ/CL2
1.09
5.14
12.15
150.
163
49.5
8349
.207
191.
924
47.6
47.6
1.61
1.61
47.9
748
.037
2-14
GG
P 2.
4m E
KI
450
7.11
1.82
290
938
RCP/RRJ/CL2
1.1
6.26
16.18
162.
309
48.8
7348
.521
204.
069
46.9
46.9
1.62
1.62
47.2
7647
.346
2-15
GG
P 2.
4m E
KI
450
7.03
1.95
310
933
RCP/RRJ/CL2
0.82
5.26
12.09
178.
492
47.9
4447
.333
220.
253
45.7
545
.75
1.58
1.58
46.1
3646
.264
2-16
LIN
E 9
GG
P 2.
4m E
KI
525
1.76
1.42
308
699
RCP/RRJ/CL2
0.15
4.09
5.68
190.
582
47.2
0346
.16
232.
343
44.9
44.9
1.26
1.26
45.2
7645
.501
2-17
J.PI
T 90
0x90
0 SO
LID
CO
VER
EXTE
ND
ED C
HAM
BER
PIT
(SPE
CIA
L)
191.
0847
.667
45.3
2523
8.01
944
.844
.80.
520.
5245
.044
2-18
HW
OU
T
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 2
46.00
375
4.42
1.07
119
458
RCP/RRJ/CL2
1.2
4.58
4.53
0.5
54.2
2453
.63
051
.85
1.78
52.1
04
3-1
LIN
E 10
F
LIN
E 11
F
GSI
P 60
0x90
0
450
2.04
0.78
124
501
RCP/RRJ/CL2
1.01
1.8
22.03
154
.027
53.3
14.
528
51.6
551
.65
1.66
1.66
51.8
96
3-2
GG
P 1.
8m E
KI
16.2
5253
.354
52.8
4626
.559
51.2
51.2
1.65
1.65
51.4
7951
.5
2-5
LIN
E 2
GG
P 2.
4m E
KI
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 3
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500(HS); 1:100(VS)
A.H.D.
32
06/04/2020
26
GJA
BNS
2624DA1-26
MS2624DRAINAGE LONGITUDINAL SECTIONS - LINES 4 & 5 (5yr)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
42.00
375
6.71
0.12
14
565
RCP/RRJ/CL2
1.12
6.63
50.7
66.6
6257
.724
57.8
430
56.3
1.54
56.3
83
4-1
GG
P 1.
8m E
KI
375
9.82
0.24
26
685
RCP/RRJ/CL2
1.05
9.76
45.3
117.
361
54.3
0254
.403
50.6
9852
.952
.91.
501.
5053
.016
53.0
21
4-2
GG
P 1.
8m E
KI
375
9.09
0.33
37
659
RCP/RRJ/CL2
1.07
9.02
24.19
162.
661
50.3
9150
.303
95.9
9848
.45
48.4
51.
851.
8548
.588
48.5
96
4-3
GG
P 1.
8m E
KI
375
9.84
0.38
42
685
RCP/RRJ/CL2
0.93
9.29
11.49
186.
853
48.5
8847
.677
120.
191
46.2
546
.25
1.43
1.43
46.3
9846
.404
4-4
GG
P 1.
8m E
KI
375
1.00
0.40
45
216
RCP/RRJ/CL2
0.88
-0.17
619
8.34
47.7
8446
.406
131.
678
45.1
245
.12
1.29
1.29
45.3
1345
.331
4-5
GG
P 1.
2m K
I (SA
G)
375
1.04
0.40
45
263
uPVC
1.39
0.01
24.11
47.7
646
.773
137.
678
45.0
645
.06
1.71
1.71
45.3
2245
.323
4-6
J.PI
T 60
0x90
0 SO
LID
CO
VER
450
1.11
1.24
197
442
uPVC
1.86
12.43
0.9
47.3
8146
.774
161.
783
44.8
144
.81
1.96
1.96
45.1
2345
.319
4-7
LIN
E 7
GSI
P 90
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
47.3
5145
.25
162.
683
44.8
44.8
0.45
0.45
45.0
11
4-8
HW
OU
T
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 4
39.00
675
1.09
1.65
591
1056
RCP/RRJ/CL2
1.25
0.35
11
205.
524
48.8
4646
.04
043
.93
2.11
45.0
65
5-1
GG
P 2.
4m K
I (SA
G)
675
1.05
1.66
595
1036
RCP/RRJ/CL2
1.51
0.35
14.27
205.
3247
.398
46.0
4111
.002
43.8
143
.81
2.23
2.23
44.7
0445
.027
5-2
GG
P 2.
4m K
I (SA
G)
675
1.00
1.65
589
1012
RCP/RRJ/CL2
1.9
0.34
19.94
55.5
0946
.71
46.3
0425
.27
43.6
643
.66
2.64
2.64
44.5
8544
.654
5-3
GG
P 1.
8m E
KI
675
1.01
1.64
587
1013
RCP/RRJ/CL2
1.68
0.34
21.88
35.5
7146
.369
46.0
7245
.207
43.4
643
.46
2.61
2.61
44.3
6544
.516
5-4
LIN
E 8
GG
P 1.
2m K
I (SA
G)
675
1.03
1.63
584
1025
RCP/RRJ/CL2
1.12
0.34
13.62
13.6
9245
.994
45.6
3467
.086
43.2
443
.24
2.39
2.39
44.2
2344
.291
5-5
GG
P 1.
8m E
KI
750
1.00
1.55
686
1331
RCP/RRJ/CL2
0.95
0.27
9.01
205
46.3
4344
.934
80.7
0843
.05
43.1
1.88
1.83
44.0
0444
.176
5-6
LIN
E 6
GG
P 2.
4m K
I (SA
G)
205.
312
46.0
0444
.938
89.7
1342
.96
42.9
61.
981.
9843
.98
5-7
GG
P 2.
4m K
I (SA
G)
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 5
(FU
TUR
E PI
T BY
OTH
ERS)
LIM
IT O
F C
ON
STR
UC
TIO
N
LIM
IT O
F C
ON
STR
UC
TIO
N
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500(HS); 1:100(VS)
A.H.D.
32
06/04/2020
27
GJA
BNS
2624DA1-27
MS2624DRAINAGE LONGITUDINAL SECTIONS - LINES 7 & 9 (20yr)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
41.00
225
1.08
0.38
15
70
uPVC
0.5
0.37
10.14
57.2
5457
056
.30.
7056
.401
7-1
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
225
1.08
0.65
26
70
uPVC
0.61
0.21
10.14
57.1
4157
10.1
456
.19
56.1
90.
810.
8156
.324
56.3
64
7-2
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
225
1.08
0.92
37
70
uPVC
0.71
0.95
10.14
56.1
1957
20.2
856
.08
56.0
80.
920.
9256
.24
56.3
03
7-3
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
0.67
47
150
uPVC
0.74
0.55
10.14
55.6
7857
30.4
255
.97
55.9
71.
031.
0356
.138
56.1
44
7-4
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
0.82
58
150
uPVC
0.47
1.65
10.14
55.5
7557
40.5
655
.86
55.8
61.
141.
1456
.047
56.0
82
7-5
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
0.96
68
150
uPVC
0.46
1.69
10.14
55.0
4656
.62
50.7
55.3
555
.75
1.27
0.87
55.5
5355
.879
7-6
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
1.11
78
150
uPVC
0.48
1.72
10.14
54.5
8156
.160
.84
54.6
555
.24
1.45
0.86
54.8
6855
.382
7-7
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
1.25
88
150
uPVC
0.5
1.73
10.14
54.1
1955
.42
70.9
853
.854
.54
1.62
0.88
54.0
3254
.694
7-8
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.08
0.89
98
269
uPVC
0.42
1.81
10.14
53.5
3354
.59
81.1
252
.953
.69
1.69
0.90
53.1
353
.856
7-9
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.08
0.98
108
269
uPVC
0.46
1.84
10.14
53.4
9353
.68
91.2
652
.252
.79
1.48
0.89
52.4
4252
.947
7-10
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.08
1.07
118
269
uPVC
0.44
1.87
10.14
53.3
553
.02
101.
451
.35
52.0
91.
670.
9351
.603
52.2
55
7-11
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.04
1.16
128
263
uPVC
0.5
1.67
12.51
52.3
0952
.16
111.
5450
.551
.24
1.66
0.92
50.7
6451
.414
7-12
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)375
1.04
1.27
140
263
uPVC
0.5
1.69
12.51
51.0
951
.37
124.
0549
.550
.37
1.87
1.00
49.7
7650
.555
7-13
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.04
1.38
152
263
uPVC
0.5
1.7
12.51
50.1
7450
.37
136.
5648
.349
.37
2.07
1.00
48.5
8749
.565
7-14
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.04
1.48
164
263
uPVC
0.5
1.7
12.51
49.2
6249
.17
149.
0747
.148
.17
2.07
1.00
47.3
9848
.375
7-15
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
450
1.04
1.10
175
425
uPVC
1.13
0.66
12.51
48.4
2647
.97
161.
5845
.946
.97
2.07
1.00
46.1
9447
.185
7-16
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
450
1.14
1.17
187
447
uPVC
0.56
6.95
1.75
47.4
7646
.77
174.
0945
.77
45.7
71.
001.
0046
.074
46.1
12
7-17
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
47.3
8146
.774
175.
8444
.81
45.7
51.
961.
0245
.167
45.9
53
4-7
LIN
E 4
GSI
P 90
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 7
38.00
150
8.46
0.76
14
57
uPVC
0.6
8.91
13
165.
548
.907
48.4
240
47.5
0.92
47.6
08
9-1
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.82
0.24
27
293
RCP/RRJ/CL2
0.85
-0.02
5.5
178.
548
.095
47.3
3913
46.1
46.4
1.24
0.94
46.3
8346
.449
9-2
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
178.
492
47.9
4447
.333
18.5
45.7
546
1.58
1.33
46.1
746
.384
2-16
LIN
E 2
GG
P 2.
4m E
KI
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 9
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE -
A.H.D.
32
06/04/2020
28
GJA
BNS
2624DA1-28
MS2624DRAINAGE CALCULATIONS - HYDROLOGICAL RESULTS(100yr ARI DESIGN STORM EVENT)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
DESIGN STORM 1:100yr ARI HYDROLOGIC RESULTSPIT
NAMEPIT TYPE CATCHMENT
AREAIMPERVIOUSPERCENTAGE
RUNOFF C
IMPERVIOUSTIME Tc
IMPERVIOUSINTENSITY I
PERVIOUSTIME Tc
PERVIOUSINTENSITY I
FULL AREATIME Tc
FULL AREAINTENSITY I
FULL AREACAT. FLOW Qc
PARTIAL AREATIME Tc
PARTIAL AREAINTENSITY I
PARTIAL AREACAT. FLOW Qc
TOTAL CAT.FLOW Qc
DIRECTFLOW Qd
APPROACHFLOW Qa
FLOODEDDEPTH d
FLOODEDWIDTH w
FLOODED(vxd)
ROADGRADE
ROADXFALL
CHOKEFACTOR
INLETFLOW Qg
BYPASSFLOW Qb
BYPASSPIT
COMMENTS
(-) (-) (ha) (%) (-) (min) (mm/hr) (min) (mm/hr) (min) (mm/hr) (L/s) (min) (mm/hr) (L/s) (L/s) (L/s) (L/s) (m) (m) (sq.m/s) (%) (%) (-) (L/s) (L/s) (-)
1-1 GSIP 600x900 0.118 95 1 5 219 5 219 5 219 72 5 219 72 72 0 72 5.9 3 0.8 49 23 1-2 1-2 GGP 1.8m EKI 0.057 95 1 5 219 5 219 5 219 35 5 219 35 35 0 58 6.1 58 0 1-3 CONN 2-1 GGP 2.4m EKI 0.028 95 1 5 219 5 219 5 219 17 5 219 17 17 0 17 11.2 3 0.8 14 3 2-4 2-2 GGP 2.4m EKI 0.027 95 1 5 219 5 219 5 219 17 5 219 17 17 0 17 11.2 3 0.8 13 3 2-3 2-3 GGP 2.4m EKI 0.016 95 1 5 219 5 219 5 219 9 5 219 9 9 0 13 9.3 3 0.8 10 3 3-2 2-4 GGP 2.4m EKI 0.028 95 1 5 219 5 219 5 219 17 5 219 17 17 0 21 7.7 3 0.8 17 4 2-5 2-5 GGP 2.4m EKI 0.019 95 1 5 219 5 219 5 219 12 5 219 12 12 0 16 1.8 3 0.8 13 3 2-6 2-6 GGP 2.4m EKI 0.046 85 0.997 5 219 5 219 5 219 28 5 219 28 28 0 31 1 3 0.8 24 7 2-7 2-7 GGP 2.4m EKI 0.071 85 0.997 5 219 5 219 5 219 43 5 219 43 43 0 50 1 3 0.8 35 15 2-8 2-8 GGP 2.4m EKI 0.035 85 0.997 5 219 5 219 5 219 22 5 219 22 22 0 36 1 3 0.8 27 9 2-9 2-9 GGP 2.4m EKI 0.072 85 0.997 5 219 5 219 5 219 43 5 219 43 43 0 53 2.7 3 0.8 37 16 2-10
2-10 GGP 2.4m EKI 0.035 85 0.997 5 219 5 219 5 219 21 5 219 21 21 0 37 3.5 3 0.8 28 9 2-11 2-11 GGP 2.4m EKI 0.072 85 0.997 5 219 5 219 5 219 43 5 219 43 43 0 53 3.6 3 0.8 37 16 2-12 2-12 GGP 2.4m EKI 0.036 85 0.997 5 219 5 219 5 219 22 5 219 22 22 0 38 3.6 3 0.8 28 10 2-13 2-13 GGP 2.4m EKI 0.07 85 0.997 5 219 5 219 5 219 43 5 219 43 43 0 52 4.5 3 0.8 37 16 2-14 2-14 GGP 2.4m EKI 0.044 85 0.997 5 219 5 219 5 219 27 5 219 27 27 0 42 5.4 3 0.8 31 11 2-15 2-15 GGP 2.4m EKI 0.044 85 0.997 5 219 5 219 5 219 26 5 219 26 26 0 38 5.9 3 0.8 28 10 2-16 2-16 GGP 2.4m EKI 0.013 95 1 5 219 5 219 5 219 8 5 219 8 8 0 18 8.5 3 0.8 14 4 5-6 2-17 J.PIT 900x900 SOLID COVER 0 EXTENDED CHAMBER PIT (SPECIAL)
2-18 HW OUT 3-1 GSIP 600x900 0.027 85 0.995 5 219 5 219 5 219 16 5 219 16 16 0 16 5.8 16 0 3-2 GGP 1.8m EKI 0.021 95 1 5 219 5 219 5 219 13 5 219 13 13 0 15 5.8 15 0 2-5 GGP 2.4m EKI 4-1 GGP 1.8m EKI 0.045 95 1 5 219 5 219 5 219 27 5 219 27 27 0 27 3.4 3 0.8 21 7 4-2 4-2 GGP 1.8m EKI 0.043 95 1 5 219 5 219 5 219 26 5 219 26 26 0 33 8.7 3 0.8 24 9 4-3 4-3 GGP 1.8m EKI 0.039 95 1 5 219 5 219 5 219 23 5 219 23 23 0 32 10.1 3 0.8 24 9 4-4 4-4 GGP 1.8m EKI 0.021 95 1 5 219 5 219 5 219 13 5 219 13 13 0 21 11.1 3 0.8 17 4 4-5 4-5 GGP 1.2m KI (SAG) 0.01 95 1 5 219 5 219 5 219 6 5 219 6 6 0 10 11.1 3 0.8 8 2 5-2 4-6 J.PIT 600x900 SOLID COVER 0 4-7 GSIP 900x900 0.037 80 0.99 5 219 5 219 5 219 22 5 219 22 22 0 22 22 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
4-8 HW OUT 5-1 GGP 2.4m KI (SAG) 2.04 85 0.996 5 219 7.5 188 7.5 188 1060 5 219 1175 1175 0 1175 1.4 1175 0 5-2 GGP 2.4m KI (SAG) 0.026 95 1 5 219 5 219 5 219 16 5 219 16 16 0 18 1.4 18 0 5-3 GGP 1.8m EKI 0 5-4 GGP 1.2m KI (SAG) 0.017 95 1 5 219 5 219 5 219 10 5 219 10 10 0 10 1.5 3 0.8 8 2 5-5 5-5 GGP 1.8m EKI 0.019 95 1 5 219 5 219 5 219 11 5 219 11 11 0 13 2.4 3 0.8 11 3 5-6 5-6 GGP 2.4m KI (SAG) 0.11 85 0.997 5 219 5 219 5 219 67 5 219 67 67 0 73 2.2 73 0 5-7 GGP 2.4m KI (SAG)
6-1 GSIP 1200x1200 0 0 0 0 0 0 0 0 0 0 0 2.2 0 0 6-2 GSIP 1200x1200 0 0 5 0 0 5 0 0 0 322 322 2.2 322 0 6-3 J.PIT 900x900 SOLID COVER 0 5-6 GGP 2.4m KI (SAG)
7-1 GSIP 600x900 0.038 80 0.99 5 219 5 219 5 219 23 5 219 23 23 0 23 23 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-2 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-3 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-4 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-5 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-6 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-7 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-8 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-9 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-10 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-11 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-12 GSIP 600x900 0.027 80 0.99 5 219 5 219 5 219 17 5 219 17 17 0 17 17 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-13 GSIP 600x900 0.034 80 0.99 5 219 5 219 5 219 20 5 219 20 20 0 20 20 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-14 GSIP 600x900 0.034 80 0.99 5 219 5 219 5 219 20 5 219 20 20 0 20 20 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-15 GSIP 600x900 0.034 80 0.99 5 219 5 219 5 219 20 5 219 20 20 0 20 20 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-16 GSIP 600x900 0.034 80 0.99 5 219 5 219 5 219 20 5 219 20 20 0 20 20 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
7-17 GSIP 600x900 0.034 80 0.99 5 219 5 219 5 219 20 5 219 20 20 0 20 20 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
4-7 GSIP 900x900 8-1 J.PIT 900x900 SOLID COVER 0 FUTURE GRATED COVER 5-4 GGP 1.2m KI (SAG)
9-1 GSIP 600x900 0.034 80 0.99 5 219 5 219 5 219 20 5 219 20 20 0 20 6.4 20 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
9-2 GSIP 600x900 0.034 80 0.99 5 219 5 219 5 219 20 5 219 20 20 0 20 8.5 20 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
2-16 GGP 2.4m EKI 10F-1 GSIP 600x900 0.022 85 0.995 5 219 5 219 5 219 14 5 219 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-2 GSIP 600x900 0.022 85 0.995 5 219 5 219 5 219 14 5 219 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-3 GSIP 600x900 0.022 85 0.996 5 219 5 219 5 219 14 5 219 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-4 GSIP 600x900 0.022 85 0.996 5 219 5 219 5 219 14 5 219 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-5 GSIP 600x900 0.022 85 0.996 5 219 5 219 5 219 14 5 219 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-6 GSIP 600x900 0.022 85 0.996 5 219 5 219 5 219 14 5 219 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-7 GSIP 600x900 0.022 85 0.996 5 219 5 219 5 219 14 5 219 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-8 GSIP 600x900 0.022 85 0.995 5 219 5 219 5 219 14 5 219 14 14 0 14 14 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
10F-9 GSIP 600x900 0.025 85 0.996 5 219 5 219 5 219 15 5 219 15 15 0 15 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
3-1 GSIP 600x900 11F-1 GSIP 600x900 0.024 85 0.995 5 219 5 219 5 219 15 5 219 15 15 0 15 10.1 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-2 GSIP 600x900 0.024 85 0.995 5 219 5 219 5 219 15 5 219 15 15 0 15 11.2 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-3 GSIP 600x900 0.024 85 0.995 5 219 5 219 5 219 15 5 219 15 15 0 15 11.2 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-4 GSIP 600x900 0.024 85 0.995 5 219 5 219 5 219 15 5 219 15 15 0 15 11.2 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-5 GSIP 600x900 0.024 85 0.995 5 219 5 219 5 219 15 5 219 15 15 0 15 10.9 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-6 GSIP 600x900 0.024 85 0.995 5 219 5 219 5 219 15 5 219 15 15 0 15 9.3 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
11F-7 GSIP 600x900 0.024 85 0.995 5 219 5 219 5 219 15 5 219 15 15 0 15 7.8 15 0 + 150Ø STUB (REDUCED AT 600 x 600 AT SURFACE)
3-1 GSIP 600x900
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE -
A.H.D.
32
06/04/2020
29
GJA
BNS
2624DA1-29
MS2624DRAINAGE CALCULATIONS - HYDRAULIC RESULTS(100yr ARI DESIGN STORM EVENT)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
DESIGN STORM 1:100yr ARI HYDRAULIC RESULTSPIPE NAME PIPE TYPE PIPE
DIAMETERPIPE
LENGTHPIPE
SLOPEPIPE
AREA AfFULL AREA
TIME TcFULL AREAINTENSITY I
FULL AREASUM CA
FULL AREAFLOW Qc
PART-AREATIME Tc
PART-AREAINTENSITY I
PART-AREASUM CA
PART-AREAFLOW Qc
DIRECT PIPEFLOW Qp
PEAK FLOWQrat
NET BYPASSFLOW Qb
PIPEFLOW Q
FLOW CAP.Qcap
Q/QcapRATIO
FULL PIPEVELOCITY
NORM. DEPTHVELOCITY
CRIT. DEPTHVELOCITY
U/S PITGRATE RL
PIPEU/S IL
PIPED/S IL
PIPE D/SDROP
U/S PITKu
U/S PITKw
PIPEV'HEAD
PIT LOSS(Ku.V'head)
WSE LOSS(Kw.V'head)
TOTALPIPE LOSS
U/S PITHGL
U/S PIPEHGL
D/S PIPEHGL
HGLGRADE
MIN.COVER
U/SFREEBOARD
COMMENTS
(-) (-) (mm) (m) (%) (sq.m) (min) (mm/hr) (ha) (L/s) (min) (mm/hr) (ha) (L/s) (L/s) (L/s) (L/s) (L/s) (L/s) (-) (m/s) (m/s) (m/s) (m) (m) (m) (m) (-) (-) (m) (m) (m) (m) (m) (m) (m) (%) (m) (m)
1-1 to 1-2 RCP/RRJ/CL2 450 54.85 6.56 0.16 5 219 0.118 71.7 5 219 0.12 71.7 0 71.7 -22.7 48.9 901.8 0.05 0.31 3.11 1.04 62.496 60.9 57.3 0 4 0 0.02 0.02 3.52 61.071 61.051 57.576 6.34 1.08 1.42 1-2 to 1-3 RCP/RRJ/CL2 450 5 6.08 0.16 5.46 212.6 0.175 103.5 5 219 0.16 100 0 103.5 0 103.5 867.8 0.12 0.65 3.74 1.31 58.922 57.3 56.996 2.45 0.02 0.05 0.05 0 57.576 57.524 57.1 8.48 1.1 1.35
58.685 57.1 2-1 to 2-2 RCP/RRJ/CL2 375 12.15 4.11 0.11 5 219 0.028 17.2 5 219 0.03 17.2 0 17.2 -3.4 13.8 442.1 0.03 0.12 1.86 0.76 57.297 55.7 55.2 0 4 0 0 0 0.48 55.786 55.783 55.325 3.77 0.99 1.51 2-2 to 2-3 RCP/RRJ/CL2 375 17.43 10.9 0.11 5.1 217.6 0.056 33.7 5 219 0.06 33.6 0 33.7 -6.8 26.9 721.7 0.04 0.24 3.21 0.91 56.719 55.2 53.3 0 2.56 2.78 0 0.01 0.01 1.89 55.326 55.317 53.45 10.72 1.05 1.39 2-3 to 2-4 RCP/RRJ/CL2 375 14.21 4.92 0.11 5.25 215.5 0.071 42.7 5.15 217 0.07 42.7 0 42.7 -6 36.7 484 0.08 0.33 2.64 1 54.889 53.3 52.6 0 2.1 2.55 0.01 0.01 0.01 0.68 53.452 53.438 52.783 4.6 1.01 1.44 2-4 to 2-5 RCP/RRJ/CL2 375 14.22 9.85 0.11 5.36 213.9 0.1 59.3 5.26 215.3 0.1 59.3 0 59.3 -6.8 52.5 685.8 0.08 0.48 3.75 1.11 54.138 52.6 51.2 0 1.5 0.01 0.02 0.02 0.77 52.783 52.766 52.051 5.03 1.01 1.35 2-5 to 2-6 RCP/RRJ/CL2 450 9.12 2.19 0.16 5.98 205.3 0.541 308.6 5.66 209.8 0.54 312.4 0 312.4 -3.2 309.2 519.4 0.6 1.94 3.4 2.13 52.846 51.2 51 0 0.42 0.19 0.08 0.08 0.07 52.051 51.97 51.898 0.79 1.15 0.79 2-6 to 2-7 RCP/RRJ/CL2 450 21.2 1.42 0.16 6.05 204.3 0.587 333.1 5.7 209.2 0.58 337.4 0 337.4 -7.2 330.2 416.3 0.79 2.08 2.89 2.23 52.74 51 50.7 0 0.47 0.22 0.1 0.1 0.19 51.898 51.794 51.604 0.9 1.24 0.84 2-7 to 2-8 RCP/RRJ/CL2 450 9.74 1.54 0.16 6.23 202.2 0.658 369.6 5.84 207.2 0.65 374.3 0 374.3 -15 359.3 434.5 0.83 2.26 3.03 2.37 52.528 50.7 50.55 0 0.57 0.26 0.15 0.15 0.1 51.604 51.457 51.354 1.06 1.33 0.92 2-8 to 2-9 RCP/RRJ/CL2 450 20.7 1.69 0.16 6.31 201.2 0.693 387.6 5.89 206.6 0.68 392.4 0 392.4 -9.1 383.3 455.5 0.84 2.41 3.19 2.5 52.43 50.55 50.2 0 0.5 0.3 0.15 0.15 0.25 51.354 51.206 50.957 1.2 1.35 1.08
2-9 to 2-10 RCP/RRJ/CL2 450 9.85 2.03 0.16 6.49 199.2 0.765 423 6.1 203.8 0.76 428.6 0 428.6 -15.7 412.9 499.4 0.83 2.6 3.49 2.66 52.032 50.2 50 0 0.58 0.34 0.2 0.2 0.14 50.957 50.757 50.62 1.39 1.24 1.07 2-10 to 2-11 RCP/RRJ/CL2 450 20.35 2.95 0.16 6.57 198.3 0.8 440.5 6.14 203.3 0.79 446.3 0 446.3 -9.3 437 602.9 0.72 2.75 4.11 2.8 51.714 50 49.4 0 0.5 0.39 0.19 0.19 0.34 50.62 50.428 50.099 1.61 1.12 1.09 2-11 to 2-12 RCP/RRJ/CL2 450 10.8 3.7 0.16 6.74 196.6 0.871 475.7 6.29 201.6 0.86 481.7 0 481.7 -15.8 465.9 676.2 0.69 2.93 4.56 2.97 50.99 49.4 49 0 0.56 0.44 0.25 0.25 0.19 50.099 49.854 49.663 1.77 1.08 0.89 2-12 to 2-13 RCP/RRJ/CL2 450 19.32 4.14 0.16 6.83 195.7 0.907 493.1 6.38 200.5 0.9 499.2 0 499.2 -9.6 489.6 715.3 0.68 3.08 4.82 3.11 50.606 49 48.2 0 0.47 0.48 0.23 0.23 0.53 49.663 49.435 48.917 2.69 1.1 0.94 2-13 to 2-14 RCP/RRJ/CL2 450 12.84 4.67 0.16 6.99 194.1 0.977 526.9 6.56 198.4 0.97 533.3 0 533.3 -15.6 517.7 760 0.68 3.26 5.12 3.28 49.848 48.2 47.6 0 0.51 0.54 0.28 0.28 0.33 48.917 48.638 48.313 2.53 1.13 0.93 2-14 to 2-15 RCP/RRJ/CL2 450 12.15 5.76 0.16 7.09 192.9 1.021 547.1 6.64 197.6 1.01 554.6 0 554.6 -11.5 543.1 844.7 0.64 3.41 5.62 3.43 49.207 47.6 46.9 0 0.46 0.59 0.27 0.27 0.43 48.313 48.04 47.617 3.48 1.09 0.89 2-15 to 2-16 RCP/RRJ/CL2 450 16.18 7.11 0.16 7.2 191.6 1.065 566.8 6.74 196.6 1.05 575.5 0 575.5 -9.7 565.8 938.5 0.6 3.56 6.16 3.57 48.521 46.9 45.75 0 0.43 0.65 0.28 0.28 0.52 47.617 47.342 46.827 3.18 1.1 0.9 2-16 to 2-17 RCP/RRJ/CL2 450 12.09 7.03 0.16 7.33 190 1.145 604.3 6.84 195.6 1.13 615.1 0 615.1 -3.5 611.6 933.5 0.66 3.85 6.23 3.86 47.333 45.75 44.9 0 0.56 0.62 0.75 0.43 0.46 0.37 46.866 46.401 46.035 3.03 0.82 0.47 2-17 to 2-18 RCP/RRJ/CL2 525 5.68 1.76 0.22 7.43 188.8 1.145 600.5 6.94 194.6 1.13 611.9 0 611.9 -3.5 608.4 698.9 0.87 2.81 3.6 2.88 46.16 44.9 44.8 0.13 1.77 2.11 0.37 0.65 0.77 0 46.16 45.388 45.183 3.61 0.15 0
45.325 45.183 3-1 to 3-2 RCP/RRJ/CL2 375 4.53 4.42 0.11 5.76 208.4 0.401 232.3 5.5 212 0.4 234.5 0 234.5 0 234.5 458.2 0.51 2.12 4.17 2.22 53.63 51.85 51.65 0 4 0.23 0.92 0.92 0.05 53.12 52.2 52.161 0.86 1.2 0.51 3-2 to 2-5 RCP/RRJ/CL2 450 22.03 2.04 0.16 5.8 207.9 0.422 243.6 5.51 211.8 0.42 246 0 246 2.6 248.6 501 0.5 1.56 3.14 1.87 53.31 51.65 51.2 0 -0.02 0.02 0.12 0 0 0.11 52.166 52.163 52.051 0.51 1.01 1.14
52.051 4-1 to 4-2 RCP/RRJ/CL2 375 50.7 6.71 0.11 5 219 0.045 27.2 5 219 0.04 27.2 0 27.2 -6.6 20.6 565.3 0.04 0.19 2.49 0.85 57.843 56.3 52.9 0 4 0 0.01 0.01 3.36 56.409 56.402 53.065 6.58 1.12 1.43 4-2 to 4-3 RCP/RRJ/CL2 375 45.3 9.82 0.11 5.42 213.1 0.088 52 5 219 0.08 51.1 0 52 -8.8 43.2 684.9 0.06 0.39 3.54 1.05 54.403 52.9 48.45 0 2 0.01 0.02 0.02 4.42 53.065 53.05 48.663 9.68 1.05 1.34 4-3 to 4-4 RCP/RRJ/CL2 375 24.19 9.09 0.11 5.8 207.8 0.126 72.9 5.38 213.7 0.12 72.8 0 72.9 -8.6 64.3 658.8 0.1 0.58 3.86 1.19 50.303 48.45 46.25 0 1.63 0.02 0.03 0.03 2.18 48.663 48.635 46.485 8.88 1.07 1.64 4-4 to 4-5 RCP/RRJ/CL2 375 11.49 9.84 0.11 6 205 0.147 83.7 5.58 210.9 0.14 83.9 0 83.9 -4.4 79.5 685.4 0.12 0.72 4.21 1.28 47.677 46.25 45.12 0 1.11 0.03 0.03 0.03 0.58 46.485 46.456 45.929 4.59 0.93 1.19 4-5 to 4-6 RCP/RRJ/CL2 375 6 1 0.11 6.1 203.8 0.157 88.7 5.67 209.6 0.15 89 0 89 -2.1 86.9 216.4 0.4 0.79 1.86 1.32 46.406 45.12 45.06 0 1.93 2.27 0.03 0.06 0.07 0.01 45.939 45.868 45.857 0.17 0.88 0.47 4-6 to 4-7 uPVC 375 24.11 1.04 0.11 6.15 203.2 0.157 88.5 5.72 208.9 0.15 88.7 0 88.7 -2.1 86.6 262.8 0.33 0.78 2.14 1.32 46.773 45.06 44.81 0 0.2 0.03 0.01 0.01 0.03 45.857 45.851 45.82 0.13 1.39 0.92 4-7 to 4-8 uPVC 450 0.9 1.11 0.16 6.47 199.4 0.698 386.8 6.04 204.5 0.69 390.7 0 390.7 -2.1 388.6 441.5 0.88 2.44 3.1 2.53 46.774 44.81 44.8 1.95 2.14 0.3 0.59 0.65 0 45.879 45.227 45.131 10.64 1.86 0.9
45.25 45.131 5-1 to 5-2 RCP/RRJ/CL2 675 11 1.09 0.36 7.5 188 2.03 1060.3 5 219 1.93 1175 0 1175 0 1175 1055.8 1.11 3.28 3.28 3.35 46.04 43.93 43.81 0 2 0 0 0 0 46.04 46.04 46.04 0 1.25 0 5-2 to 5-3 RCP/RRJ/CL2 675 14.27 1.05 0.36 7.59 187.3 2.056 1069.5 5.09 217.7 1.96 1183.6 0 1183.6 2.1 1185.7 1036.3 1.14 3.31 3.31 3.38 46.041 43.81 43.66 0 2.04 2.26 0 0 0 0 46.04 46.04 46.04 0 1.51 0 5-3 to 5-4 RCP/RRJ/CL2 675 19.94 1 0.36 7.71 186.3 2.056 1064.1 5.21 216.1 1.96 1174.6 0 1174.6 2.1 1176.7 1012.1 1.16 3.29 3.29 3.36 46.304 43.66 43.46 0 0.5 0 0 0 0 46.04 46.04 46.04 0 1.9 0.26 5-4 to 5-5 RCP/RRJ/CL2 675 21.88 1.01 0.36 7.88 185 2.073 1065.2 5.38 213.7 1.97 1172 0 1172 0 1172 1013.3 1.16 3.28 3.28 3.35 46.072 43.46 43.24 0 1.1 0.53 0.59 0.59 0.29 46.04 45.453 45.167 1.31 1.68 0.03 5-5 to 5-6 RCP/RRJ/CL2 675 13.62 1.03 0.36 8.06 183.4 2.092 1065.6 5.56 211.2 1.99 1168.9 0 1168.9 -0.6 1168.3 1024.6 1.14 3.26 3.26 3.34 45.634 43.24 43.1 0.05 0.5 0.54 0.27 0.27 0.18 45.167 44.895 44.713 1.33 1.12 0.47 5-6 to 5-7 RCP/RRJ/CL2 750 9.01 1 0.44 8.17 182.3 2.201 1114.5 5.67 209.6 2.1 1223.9 0 1545.9 5.6 1551.5 1330.8 1.17 3.51 3.51 3.58 44.934 43.05 42.96 1.4 0.63 0.88 0.88 0.12 44.713 43.832 43.71 1.35 0.95 0.22
44.938 43.71 6-1 to 6-2 RCP/RRJ/CL2 375 1.2 13.75 0.11 5 219 0 0 5 219 0 0 0 0 0 0 810.9 0 0 0 0 44.8 43.785 43.62 0 4 0 0 0 0 44.8 44.8 44.8 0 0 6-2 to 6-3 RCP/RRJ/CL2 525 1.05 15.24 0.22 5.01 218.9 0 0 5.01 218.9 0 0 0 322 0 322 2060.5 0.16 1.49 7.04 1.89 45.945 43.62 43.46 0 5.96 0 0.02 0.02 0 44.8 44.779 44.779 0.01 1.15 6-3 to 5-6 RCP/RRJ/CL2 525 6.37 2.91 0.22 5.02 218.7 0 0 5.02 218.7 0 0 0 322 0 322 896.2 0.36 1.49 3.82 1.89 44.8 43.46 43.275 0.225 0.37 0.4 0.11 0.04 0.04 0.02 44.782 44.737 44.713 0.38 0.77 0.02
44.934 44.713 7-1 to 7-2 uPVC 225 10.14 1.08 0.04 5 219 0.038 22.9 5 219 0.04 22.9 0 22.9 0 22.9 70.1 0.33 0.58 1.58 1 57 56.3 56.19 0 4 0.02 0.07 0.07 0.01 56.62 56.552 56.538 0.14 0.5 0.38 7-2 to 7-3 uPVC 225 10.14 1.08 0.04 5.08 217.8 0.065 39.3 5 219 0.06 39.1 0 39.3 0 39.3 70.1 0.56 0.99 1.81 1.25 57 56.19 56.08 0 1.8 0.05 0.09 0.09 0.04 56.538 56.449 56.412 0.37 0.61 0.46 7-3 to 7-4 uPVC 225 10.14 1.08 0.04 5.17 216.6 0.092 55.4 5.08 217.8 0.09 55.3 0 55.4 0 55.4 70.1 0.79 1.39 1.95 1.52 57 56.08 55.97 0 1.39 0.1 0.14 0.14 0.1 56.412 56.274 56.192 0.81 0.71 0.59 7-4 to 7-5 uPVC 300 10.14 1.08 0.07 5.25 215.5 0.119 71.4 5.17 216.6 0.12 71.4 0 71.4 0 71.4 149.6 0.48 1.01 2.09 1.36 57 55.97 55.86 0 0.27 0.05 0.01 0.01 0.05 56.192 56.178 56.171 0.07 0.74 0.81 7-5 to 7-6 uPVC 300 10.14 1.08 0.07 5.34 214.3 0.147 87.2 5.25 215.5 0.15 87.3 0 87.3 0 87.3 149.6 0.58 1.24 2.19 1.5 57 55.86 55.75 0.4 1.04 0.08 0.08 0.08 0.04 56.171 56.09 55.915 1.73 0.47 0.83 7-6 to 7-7 uPVC 300 10.14 1.08 0.07 5.42 213.1 0.174 102.8 5.34 214.3 0.17 103 0 103 0 103 149.6 0.69 1.46 2.27 1.65 56.62 55.35 55.24 0.59 2.04 2.49 0.11 0.22 0.27 0.05 55.868 55.598 55.423 1.73 0.46 0.75 7-7 to 7-8 uPVC 300 10.14 1.08 0.07 5.51 211.9 0.201 118.3 5.34 214.3 0.2 118.6 0 118.6 0 118.6 149.6 0.79 1.68 2.34 1.81 56.1 54.65 54.54 0.74 1.95 2.34 0.14 0.28 0.34 0.06 55.249 54.913 54.742 1.68 0.48 0.85 7-8 to 7-9 uPVC 300 10.14 1.08 0.07 5.59 210.7 0.228 133.5 5.42 213.1 0.23 134 0 134 0 134 149.6 0.9 1.9 2.38 1.98 55.42 53.8 53.69 0.79 1.86 2.15 0.18 0.34 0.39 0.07 54.469 54.074 53.913 1.59 0.5 0.95
7-9 to 7-10 uPVC 375 10.14 1.08 0.11 5.68 209.5 0.255 148.6 5.51 211.9 0.25 149.3 0 149.3 0 149.3 269.1 0.55 1.35 2.5 1.66 54.59 52.9 52.79 0.59 2.09 2.64 0.09 0.2 0.25 0.02 53.431 53.185 52.99 1.92 0.42 1.16 7-10 to 7-11 uPVC 375 10.14 1.08 0.11 5.76 208.4 0.283 163.5 5.51 211.9 0.28 164.4 0 164.4 0 164.4 269.1 0.61 1.49 2.55 1.75 53.68 52.2 52.09 0.74 2.07 2.55 0.11 0.23 0.29 0.02 52.786 52.498 52.302 1.93 0.46 0.89 7-11 to 7-12 uPVC 375 10.14 1.08 0.11 5.85 207.2 0.31 178.3 5.59 210.7 0.31 179.4 0 179.4 0 179.4 269.1 0.67 1.62 2.6 1.84 53.02 51.35 51.24 0.74 2.04 2.5 0.13 0.28 0.34 0.02 51.996 51.66 51.465 1.93 0.44 1.02 7-12 to 7-13 uPVC 375 12.51 1.04 0.11 5.93 206 0.337 192.8 5.68 209.5 0.33 194.2 0 194.2 0 194.2 263.1 0.74 1.76 2.59 1.93 52.16 50.5 50.37 0.87 2.01 2.43 0.16 0.32 0.38 0.06 51.205 50.821 50.611 1.68 0.5 0.96 7-13 to 7-14 uPVC 375 12.51 1.04 0.11 6.03 204.6 0.371 210.6 5.7 209.3 0.37 212.3 0 212.3 0 212.3 263.1 0.81 1.92 2.64 2.05 51.37 49.5 49.37 1.07 1.94 2.3 0.19 0.37 0.43 0.07 50.266 49.832 49.627 1.64 0.5 1.1 7-14 to 7-15 uPVC 375 12.51 1.04 0.11 6.14 203.3 0.404 228.3 5.8 207.8 0.4 230.2 0 230.2 0 230.2 263.1 0.88 2.08 2.67 2.18 50.37 48.3 48.17 1.07 1.88 2.17 0.22 0.42 0.48 0.08 49.123 48.641 48.443 1.58 0.5 1.25 7-15 to 7-16 uPVC 375 12.51 1.04 0.11 6.24 202.1 0.438 245.7 5.9 206.3 0.43 247.8 0 247.8 0 247.8 263.1 0.94 2.24 2.69 2.32 49.17 47.1 46.97 1.07 1.83 2.05 0.26 0.47 0.53 0.09 47.975 47.448 47.262 1.49 0.5 1.19 7-16 to 7-17 uPVC 450 12.51 1.04 0.16 6.35 200.8 0.471 262.9 5.92 206.1 0.46 265.3 0 265.3 0 265.3 424.7 0.62 1.67 2.81 1.94 47.97 45.9 45.77 0 2.04 2.56 0.14 0.29 0.36 0.08 46.625 46.262 46.229 0.26 1.13 1.34 7-17 to 4-7 uPVC 450 1.75 1.14 0.16 6.45 199.6 0.505 279.9 6.11 203.6 0.5 282.6 0 282.6 0 282.6 446.5 0.63 1.78 2.96 2.01 46.77 45.77 45.75 0.94 0.54 0.16 0.09 0.09 0 46.229 46.142 46.01 7.51 0.56 0.54
45.879 8-1 to 5-4 RCP/RRJ/CL2 450 6.5 1.54 0.16 5 219 0 0 5 219 0 0 0 0 0 0 434.2 0 0 0 0 46.774 44.6 44.5 1.04 0.5 0 0 0 0 46.04 46.04 46.04 0 1.08 0.73
46.04 9-1 to 9-2 uPVC 150 13 8.46 0.02 5 219 0.034 20.4 5 219 0.03 20.4 0 20.4 0 20.4 57.1 0.36 1.16 2.97 1.25 48.424 47.5 46.4 0.3 4 0.07 0.27 0.27 0.8 47.903 47.63 46.843 6.05 0.6 0.52
9-2 to 2-16 RCP/RRJ/CL2 375 5.5 1.82 0.11 5.11 217.5 0.067 40.6 5 219 0.07 40.4 0 40.6 0 40.6 292.8 0.14 0.37 1.89 1.03 47.339 46.1 46 0.25 1.99 2.58 0.01 0.01 0.02 0 46.847 46.829 46.827 0.04 0.85 0.4946.866
10F-1 to 10F-2 uPVC 150 7.75 9.68 0.02 5 219 0.022 13.6 5 219 0.02 13.6 0 13.6 0 13.6 61.1 0.22 0.77 2.8 1 60.859 59.9 59.15 0 4 0.03 0.12 0.12 0.71 60.13 60.008 59.321 8.87 0.76 0.73 10F-2 to 10F-3 uPVC 225 7.74 9.68 0.04 5.06 218.1 0.045 27.1 5 219 0.04 27.1 0 27.1 0 27.1 177.8 0.15 0.68 3.27 1.07 60.052 59.15 58.4 0 1.41 0.02 0.03 0.03 0.67 59.321 59.287 58.652 8.21 0.63 0.73 10F-3 to 10F-4 uPVC 225 7.75 7.75 0.04 5.13 217.2 0.067 40.5 5.06 218.1 0.07 40.5 0 40.5 0 40.5 158.9 0.26 1.02 3.36 1.27 59.276 58.4 57.8 0 1.57 0.05 0.08 0.08 0.49 58.652 58.569 58.111 5.91 0.61 0.62 10F-4 to 10F-5 uPVC 225 7.75 7.75 0.04 5.19 216.3 0.09 53.8 5.13 217.2 0.09 53.9 0 53.9 0 53.9 158.9 0.34 1.36 3.62 1.49 58.672 57.8 57.2 0 1.27 0.09 0.12 0.12 0.45 58.111 57.992 57.557 5.61 0.61 0.56 10F-5 to 10F-6 uPVC 225 7.75 5.16 0.04 5.26 215.4 0.112 67 5.19 216.3 0.11 67.1 0 67.1 0 67.1 129.6 0.52 1.69 3.28 1.75 58.056 57.2 56.8 0 1.03 0.15 0.15 0.15 0.22 57.557 57.407 57.196 2.72 0.61 0.5 10F-6 to 10F-7 uPVC 225 7.74 4.52 0.04 5.32 214.5 0.134 80.1 5.26 215.4 0.13 80.2 0 80.2 0 80.2 121.1 0.66 2.02 3.25 2.05 57.657 56.8 56.45 0.3 0.87 0.21 0.18 0.18 0.21 57.196 57.015 56.814 2.6 0.61 0.46 10F-7 to 10F-8 uPVC 225 7.75 3.87 0.04 5.39 213.6 0.157 93 5.26 215.4 0.16 93.3 0 93.3 0 93.3 112 0.83 2.35 3.14 2.36 57.334 56.15 55.85 0 1.58 1.92 0.28 0.44 0.54 0.27 56.909 56.37 56.102 3.46 0.78 0.43 10F-8 to 10F-9 uPVC 300 9.25 3.24 0.07 5.45 212.7 0.179 105.9 5.32 214.5 0.18 106.2 0 106.2 0 106.2 218.2 0.49 1.5 3.07 1.68 56.841 55.85 55.55 0.3 0 0.12 0 0 0.3 56.102 56.102 55.803 3.22 0.68 0.74
10F-9 to 3-1 uPVC 300 27.45 10.38 0.07 5.53 211.6 0.205 120.2 5.4 213.4 0.2 120.7 0 120.7 0 120.7 392.2 0.31 1.71 4.91 1.83 56.856 55.25 52.4 0.55 1.94 2.31 0.15 0.29 0.34 2.42 55.859 55.515 53.12 8.72 0.91 153.12
11F-1 to 11F-2 uPVC 150 8.71 10.33 0.02 5 219 0.024 14.7 5 219 0.02 14.7 0 14.7 0 14.7 63.1 0.23 0.83 2.93 1.04 59.671 58.8 57.9 0 4 0.04 0.14 0.14 0.85 59.055 58.913 58.082 9.53 0.67 0.62 11F-2 to 11F-3 uPVC 225 8.71 11.48 0.04 5.07 218 0.048 29.4 5 219 0.05 29.3 0 29.4 0 29.4 193.7 0.15 0.74 3.55 1.1 58.719 57.9 56.9 0 1.41 0.03 0.04 0.04 0.9 58.082 58.043 57.172 10 0.54 0.64 11F-3 to 11F-4 uPVC 225 8.71 11.48 0.04 5.15 217 0.073 43.8 5.07 218 0.07 43.8 0 43.8 0 43.8 193.7 0.23 1.1 3.97 1.32 57.746 56.9 55.9 0 1.57 0.06 0.1 0.1 0.87 57.172 57.075 56.233 9.67 0.57 0.57 11F-4 to 11F-5 uPVC 225 8.71 9.18 0.04 5.22 216 0.097 58.2 5.15 217 0.1 58.2 0 58.2 0 58.2 173.1 0.34 1.46 3.94 1.57 56.773 55.9 55.1 0 1.24 0.11 0.14 0.14 0.63 56.233 56.098 55.481 7.08 0.55 0.54 11F-5 to 11F-6 uPVC 225 8.71 11.48 0.04 5.29 214.9 0.121 72.3 5.22 216 0.12 72.5 0 72.5 0 72.5 193.7 0.37 1.82 4.53 1.87 55.893 55.1 54.1 0 1 0.17 0.17 0.17 0.99 55.481 55.311 54.329 11.27 0.53 0.41 11F-6 to 11F-7 uPVC 300 8.71 8.04 0.07 5.36 213.9 0.145 86.4 5.29 214.9 0.15 86.6 0 86.6 0 86.6 344.8 0.25 1.23 4.09 1.49 54.943 54.1 53.4 0 0 0.08 0 0 0.7 54.329 54.329 53.637 7.95 0.5 0.61
11F-7 to 3-1 uPVC 375 13.6 7.35 0.11 5.44 212.9 0.17 100.3 5.29 214.9 0.17 100.7 0 100.7 0 100.7 592.1 0.17 0.91 4.05 1.39 54.661 53.4 52.4 0.55 0.08 0.04 0 0 0.57 53.637 53.633 53.12 3.78 0.53 1.0253.12
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500(HS); 1:100(VS)
A.H.D.
32
06/04/2020
30
GJA
BNS
2624DA1-30
MS2624DRAINAGE LONGITUDINAL SECTIONS - LINES 2 & 3 (100yr)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
42.00
375
4.11
0.12
14
442
RCP/RRJ/CL2
0.99
3.77
12.15
45.4
57.4
4957
.297
055
.71.
6055
.783
2-1
GG
P 2.
4m E
KI
375
10.90
0.24
27
722
RCP/RRJ/CL2
1.05
10.72
17.43
40.2
2956
.718
56.7
1912
.155
55.2
55.2
1.52
1.52
55.3
1755
.325
2-2
GG
P 2.
4m E
KI
375
4.92
0.33
37
484
RCP/RRJ/CL2
1.01
4.6
14.21
22.8
54.7
8654
.889
29.5
8453
.353
.31.
591.
5953
.438
53.4
5
2-3
GG
P 2.
4m E
KI
375
9.85
0.48
53
686
RCP/RRJ/CL2
1.01
5.03
14.22
13.7
9954
.779
54.1
3843
.797
52.6
52.6
1.54
1.54
52.7
6652
.783
2-4
GG
P 2.
4m E
KI
450
2.19
1.94
309
519
RCP/RRJ/CL2
1.15
0.79
9.12
16.2
5253
.354
52.8
4658
.013
51.2
51.2
1.65
1.65
51.9
752
.051
2-5
LIN
E 3
GG
P 2.
4m E
KI
450
1.42
2.08
330
416
RCP/RRJ/CL2
1.24
0.9
21.2
25.3
6953
.258
52.7
467
.129
51511.
741.
7451
.794
51.8
98
2-6
GG
P 2.
4m E
KI
450
1.54
2.26
359
434
RCP/RRJ/CL2
1.33
1.06
9.74
46.5
6553
.337
52.5
2888
.326
50.7
50.7
1.83
1.83
51.4
5751
.604
2-7
GG
P 2.
4m E
KI
450
1.69
2.41
383
455
RCP/RRJ/CL2
1.35
1.2
20.7
56.3
0453
.203
52.4
398
.065
50.5
550
.55
1.88
1.88
51.2
0651
.354
2-8
GG
P 2.
4m E
KI
450
2.03
2.60
413
499
RCP/RRJ/CL2
1.24
1.39
9.85
7752
.51
52.0
3211
8.76
150
.250
.21.
831.
8350
.757
50.9
57
2-9
GG
P 2.
4m E
KI
450
2.95
2.75
437
603
RCP/RRJ/CL2
1.12
1.61
20.3586
.853
52.0
951
.714
128.
614
50501.
711.
7150
.428
50.6
2
2-10
GG
P 2.
4m E
KI
450
3.70
2.93
466
676
RCP/RRJ/CL2
1.08
1.77
10.8
107.
199
51.5
0550
.99
148.
9649
.449
.41.
591.
5949
.854
50.0
99
2-11
GG
P 2.
4m E
KI
450
4.14
3.08
490
715
RCP/RRJ/CL2
1.1
2.69
19.32
118
51.0
2950
.606
159.
761
49491.
611.
6149
.435
49.6
63
2-12
GG
P 2.
4m E
KI
450
4.67
3.26
518
760
RCP/RRJ/CL2
1.13
2.53
12.84
137.
319
50.3
5549
.848
179.
079
48.2
48.2
1.65
1.65
48.6
3848
.917
2-13
GG
P 2.
4m E
KI
450
5.76
3.41
543
845
RCP/RRJ/CL2
1.09
3.48
12.15
150.
163
49.5
8349
.207
191.
924
47.6
47.6
1.61
1.61
48.0
448
.313
2-14
GG
P 2.
4m E
KI
450
7.11
3.56
566
938
RCP/RRJ/CL2
1.1
3.18
16.18
162.
309
48.8
7348
.521
204.
069
46.9
46.9
1.62
1.62
47.3
4247
.617
2-15
GG
P 2.
4m E
KI
450
7.03
3.85
612
933
RCP/RRJ/CL2
0.82
3.03
12.09
178.
492
47.9
4447
.333
220.
253
45.7
545
.75
1.58
1.58
46.4
0146
.827
2-16
LIN
E 9
GG
P 2.
4m E
KI
525
1.76
2.81
608
699
RCP/RRJ/CL2
0.15
3.61
5.68
190.
582
47.2
0346
.16
232.
343
44.9
44.9
1.26
1.26
45.3
8846
.035
2-17
J.PI
T 90
0x90
0 SO
LID
CO
VER
EXTE
ND
ED C
HAM
BER
PIT
(SPE
CIA
L)
191.
0847
.667
45.3
2523
8.01
944
.844
.80.
520.
5245
.183
2-18
HW
OU
T
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 2
46.00
375
4.42
2.12
234
458
RCP/RRJ/CL2
1.2
0.86
4.53
0.5
54.2
2453
.63
051
.85
1.78
52.2
3-1
LIN
E 10
F
LIN
E 11
F
GSI
P 60
0x90
0
450
2.04
1.56
249
501
RCP/RRJ/CL2
1.01
0.51
22.03
154
.027
53.3
14.
528
51.6
551
.65
1.66
1.66
52.1
6352
.161
3-2
GG
P 1.
8m E
KI
16.2
5253
.354
52.8
4626
.559
51.2
51.2
1.65
1.65
51.9
752
.051
2-5
LIN
E 2
GG
P 2.
4m E
KI
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 3
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500(HS); 1:100(VS)
A.H.D.
32
06/04/2020
31
GJA
BNS
2624DA1-31
MS2624DRAINAGE LONGITUDINAL SECTION - LINE 4 (100yr)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
42.00
375
6.71
0.19
21
565
RCP/RRJ/CL2
1.12
6.58
50.7
66.6
6257
.724
57.8
430
56.3
1.54
56.4
02
4-1
GG
P 1.
8m E
KI
375
9.82
0.39
43
685
RCP/RRJ/CL2
1.05
9.68
45.3
117.
361
54.3
0254
.403
50.6
9852
.952
.91.
501.
5053
.05
53.0
65
4-2
GG
P 1.
8m E
KI
375
9.09
0.58
64
659
RCP/RRJ/CL2
1.07
8.88
24.19
162.
661
50.3
9150
.303
95.9
9848
.45
48.4
51.
851.
8548
.635
48.6
63
4-3
GG
P 1.
8m E
KI
375
9.84
0.72
79
685
RCP/RRJ/CL2
0.93
4.59
11.49
186.
853
48.5
8847
.677
120.
191
46.2
546
.25
1.43
1.43
46.4
5646
.485
4-4
GG
P 1.
8m E
KI
375
1.00
0.79
87
216
RCP/RRJ/CL2
0.88
0.17
619
8.34
47.7
8446
.406
131.
678
45.1
245
.12
1.29
1.29
45.8
6845
.929
4-5
GG
P 1.
2m K
I (SA
G)
375
1.04
0.78
87
263
uPVC
1.39
0.13
24.11
47.7
646
.773
137.
678
45.0
645
.06
1.71
1.71
45.8
5145
.857
4-6
J.PI
T 60
0x90
0 SO
LID
CO
VER
450
1.11
2.44
389
442
uPVC
1.86
10.64
0.9
47.3
8146
.774
161.
783
44.8
144
.81
1.96
1.96
45.2
2745
.82
4-7
LIN
E 7
GSI
P 90
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
47.3
5145
.25
162.
683
44.8
44.8
0.45
0.45
45.1
31
4-8
HW
OU
T
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 4
PHONE: (02) 9680 1123, MOBILE: 0408 218 575
CIVIL ENGINEERS AND DEVELOPMENT CONSULTANTS
MALCOLM SMITH PTY. LIMITED
EMAIL: [email protected]
PO BOX 6189 NORWEST NSW 2153(ACN 063558449)
POWER LIGHT POLE
ELECTRICITY PILLAR
PUBLIC UTILITIES LEGEND
WATER METER
STOP VALVE
SEWER A/CHAMBER
TAP
SEWER
WATER
HYDRANT
LIGHT POLE
LAMPHOLE
STAY POLE
POWER POLE
ELECTRICITY
CROSS SECTIONS
TELSTRA POLE
TELSTRA PILLAR
TELSTRA PIT
TELSTRA
GAS METER
GAS VALVE
GAS LONG SECTION
PLAN
AMENDMENTS
A1
(V)
(H)
SHEET
DATE
DATUM
RATIO SURVEY
DESIGN
CAD FILE
OF REF:
ISSUE 1:500(HS); 1:100(VS)
A.H.D.
32
06/04/2020
32
GJA
BNS
2624DA1-32
MS2624DRAINAGE LONGITUDINAL SECTIONS - LINES 7 & 9 (100yr)
PROPOSED SUBDIVISION OF LOT 45 INDP30186 (No. 175) TALLAWONG ROAD,ROUSE HILL
B
10 5 0 5 10 20
2 1 0 1 2 3 4
1:500
1:100
41.00
225
1.08
0.58
23
70
uPVC
0.5
0.14
10.14
57.2
5457
056
.30.
7056
.552
7-1
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
225
1.08
0.99
39
70
uPVC
0.61
0.37
10.14
57.1
4157
10.1
456
.19
56.1
90.
810.
8156
.449
56.5
38
7-2
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
225
1.08
1.39
55
70
uPVC
0.71
0.81
10.14
56.1
1957
20.2
856
.08
56.0
80.
920.
9256
.274
56.4
12
7-3
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
1.01
71
150
uPVC
0.74
0.07
10.14
55.6
7857
30.4
255
.97
55.9
71.
031.
0356
.178
56.1
92
7-4
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
1.24
87
150
uPVC
0.47
1.73
10.14
55.5
7557
40.5
655
.86
55.8
61.
141.
1456
.09
56.1
71
7-5
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
1.46
103
150
uPVC
0.46
1.73
10.14
55.0
4656
.62
50.7
55.3
555
.75
1.27
0.87
55.5
9855
.915
7-6
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
1.68
119
150
uPVC
0.48
1.68
10.14
54.5
8156
.160
.84
54.6
555
.24
1.45
0.86
54.9
1355
.423
7-7
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
300
1.08
1.90
134
150
uPVC
0.5
1.59
10.14
54.1
1955
.42
70.9
853
.854
.54
1.62
0.88
54.0
7454
.742
7-8
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.08
1.35
149
269
uPVC
0.42
1.92
10.14
53.5
3354
.59
81.1
252
.953
.69
1.69
0.90
53.1
8553
.913
7-9
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.08
1.49
164
269
uPVC
0.46
1.93
10.14
53.4
9353
.68
91.2
652
.252
.79
1.48
0.89
52.4
9852
.99
7-10
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.08
1.62
179
269
uPVC
0.44
1.93
10.14
53.3
553
.02
101.
451
.35
52.0
91.
670.
9351
.66
52.3
02
7-11
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.04
1.76
194
263
uPVC
0.5
1.68
12.51
52.3
0952
.16
111.
5450
.551
.24
1.66
0.92
50.8
2151
.465
7-12
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)375
1.04
1.92
212
263
uPVC
0.5
1.64
12.51
51.0
951
.37
124.
0549
.550
.37
1.87
1.00
49.8
3250
.611
7-13
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.04
2.08
230
263
uPVC
0.5
1.58
12.51
50.1
7450
.37
136.
5648
.349
.37
2.07
1.00
48.6
4149
.627
7-14
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.04
2.24
248
263
uPVC
0.5
1.49
12.51
49.2
6249
.17
149.
0747
.148
.17
2.07
1.00
47.4
4848
.443
7-15
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
450
1.04
1.67
265
425
uPVC
1.13
0.26
12.51
48.4
2647
.97
161.
5845
.946
.97
2.07
1.00
46.2
6247
.262
7-16
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
450
1.14
1.78
283
447
uPVC
0.56
7.51
1.75
47.4
7646
.77
174.
0945
.77
45.7
71.
001.
0046
.142
46.2
29
7-17
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
47.3
8146
.774
175.
8444
.81
45.7
51.
961.
0245
.227
46.0
1
4-7
LIN
E 4
GSI
P 90
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 7
38.00
150
8.46
1.16
20
57
uPVC
0.6
6.05
13
165.
548
.907
48.4
240
47.5
0.92
47.6
3
9-1
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
375
1.82
0.37
41
293
RCP/RRJ/CL2
0.85
0.04
5.5
178.
548
.095
47.3
3913
46.1
46.4
1.24
0.94
46.8
2946
.843
9-2
GSI
P 60
0x90
0 +
150
Ø S
TUB
(RED
UC
ED A
T 60
0 x
600
AT S
UR
FAC
E)
178.
492
47.9
4447
.333
18.5
45.7
546
1.58
1.33
46.4
0146
.827
2-16
LIN
E 2
GG
P 2.
4m E
KI
PIPE CHAINAGE
ROAD CHAINAGE
NATURAL SURFACE LEVEL
DESIGN SURFACE LEVEL
INVERT LEVEL
HYDRAULIC GRADE LINE
DEPTH TO INVERT
PIPE GRADE (%)
PIPE SIZE (mm)
FULL PIPE VELOCITY (m/s)
PEAK FLOW (L/s)CAPACITY FLOW (L/s)
PIPE CLASS
PIPE COVER MINIMUM
HGL GRADE (%)PIPE LENGTH (m)
DATUM (m)
DRAINAGE LINE 9
