proposed residential subdivision civil ......c2. concrete strength to be grade 20, as3600 (20mpa)...
TRANSCRIPT
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PROPOSED RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
FOR DEVELOPMENT APPLICATION
162 GUNTAWONG ROAD, RIVERSTONE
DANGER :
LOCATION OF ALL EXISTING UNDERGROUND SERVICES
SHOWN ARE APPROXIMATE AS TAKEN OFF DBYD INFO.
EXTREME CAUTION TO BE EXERCISED WHEN WORKING IN THE
VICINITY OF AND AROUND THESE SERVICES. PLEASE CALL THE
RELEVANT AUTHORITIES TWO DAYS PRIOR TO CONSTRUCTION
FOR A MORE EXACT LOCATION OF THE EXISTING SERVICES.
IT IS THE CONTRACTOR RESPONSIBILITY TO CONTACT
"DIAL BEFORE YOU DIG" OR PHONE 1100 FOR THE LOCATION
OF EXISTING PUBLIC UTILITIES, PRIOR TO EXCAVATION.
DISCLAIMER
ALL INFRASTRUCTURE INFORMATION (MAINS, SEWER, PIPES ETC.)
IS DERIVED FROM DIAL BEFORE YOU DIG RECORDS.
EVERY EFFORT WAS MADE TO ENSURE ACCURACY OF THESE
RECORDS WHEN COMPILED.
NO WARRANTY IS GIVEN TO CURRENCY OF DEPTHS AND LEVELS
DUE TO THE POSSIBILITY OF SUBSEQUENT ALTERATION OF LEVELS
THROUGH FILLING OR EXCAVATION. USERS OF THE INFORMATION IN THIS
DRAWING/DESIGN SHOULD TAKE ALL REASONABLE STEPS TO VERIFY THE
RELEVANT INFORMATION BEFORE COMMENCING EXCAVATING OR
CONSTRUCTION WORK.
AUSTRALIAN CONSULTING ENGINEERS TAKE NO RESPONSIBILITY FOR
APPARENT ERRORS OR INACCURACIES IN THE INFORMATION PROVIDED.
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
A
GENERAL NOTES, LOCALITY
C000N.T.S.
PLAN AND DRAWING SCHEDULE
DEVELOPMENT
SITE
LOCALITY PLAN
N.T.S
DRAWING SCHEDULE
DRG No. DESCRIPTION REV.
GENERAL
C000 LOCALITY PLAN & DRAWING SCHEDULE A
C001 GENERAL NOTES A
C002 EXISTING SERVICES AND DEMOLITION PLAN A
EROSION AND SEDIMENT
C100 EROSION AND SEDIMENT CONTROL PLAN SHEET 1 OF 2 A
C101 EROSION AND SEDIMENT CONTROL PLAN SHEET 2 OF 2 A
C102 EROSION AND SEDIMENT CONTROL DETAILS A
ROADS
C300 ROADWORKS AND DRAINAGE LAYOUT PLAN SHEET 1 OF 2 A
C301 ROADWORKS AND DRAINAGE LAYOUT PLAN SHEET 2 OF 2 A
C302 ROAD 1 LONGITUDINAL SECTION A
C303 ROAD 2 LONGITUDINAL SECTION A
C304 ROAD 3 LONGITUDINAL SECTION
C305 ROAD 1 CROSS SECTIONS SHEET 1 OF 2 A
C306 ROAD 1 CROSS SECTIONS SHEET 2 OF 2 A
C307 ROAD 2 CROSS SECTIONS A
C308 ROAD 3 CROSS SECTIONS
STORMWATER
C400 STORMWATER CATCHEMENT PLAN A
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
-
ROADWORKS:
R1. FINAL PAVEMENT THICKNESS AND TESTING
REQUIREMENTS ARE TO BE IN ACCORDANCE WITH
R2. FILL AREAS:-
a) ALL ROAD AND FILL AREAS TO BE CLEARED OF
UNDERGROWTH AND GRASS, TOPSOIL TO BE
REMOVED AND STOCKPILED ON SITE FOR SPREADING
ON FOOTPATHS, BATTER AREAS, AND OTHER FILL
AREAS PRIOR TO COMPLETION.
b) ALL UNSUITABLE MATERIAL, AS DETERMINED BY
REPLACED BY SELECT MATERIAL EXCAVATED ON SITE.
c) ALL FILLING TO BE CONTROLLED AND INSPECTED BY
NATA REGISTERED LABORATORY IN ACCORDANCE
WITH COUNCIL'S SPECIFICATIONS, RELEVANT
AUSTRALIAN STANDARD AND BEST ACCEPTED
PRACTICE.
R3. ALL TESTING WORKS SHALL BE CONTROLLED AND
CERTIFIED BY NATA REGISTERED LABORATORY,
COPIES OF ALL TEST CERTIFICATES CLEARLY
INDICATING THE LOCATION OF EACH TEST AND
OF THE AREA TESTED ARE TO BE FORWARDED TO
COUNCIL.
R4. CONDUITS FOR ELECTRICITY AND TELECOM TO BE
PROVIDED AND PLACED AS REQUIRED.
R5. SERVICE CONDUITS TO BE:-
a) PLACED AS DIRECTED BY INTEGRAL ENERGY AND
AS REQUIRED BY COUNCIL.
b) LAID GENERALLY AS SPECIFIED BY EACH RELEVANT
AUTHORITY.
c) BACKFILLED WITH SHARP COURSE SAND.
d) EXTENDED MINIMUM 300mm BEHIND KERB.
e) LAID PRIOR TO PLACEMENT OF FINAL SURFACING.
R6. SUBSOIL DRAINS SHALL BE PROVIDED AS SHOWN
R7. BATTERS AND FOOTPATH TO BE TOP SOILED TO A
MINIMUM DEPTH OF 150mm.
FILLING AND SITE RE-GRADING
D1. DAMS TO BE STRIPPED OF TOPSOIL. ALL EXPOSED
SILT AND OTHER UNSUITABLE MATERIAL SHALL BE
REMOVED AND DISPOSED OF AS DIRECTED BY THE
ENGINEER.
D2. STRIPPED AREA TO BE COMPACTED TO A DEPTH
OF 200mm TO A DENSITY NOT LESS THAN 95%
STANDARD MAXIMUM DRY DENSITY. FILL MATERIAL IS
TO BE PLACED IN LAYERS NOT MORE THAN 250mm
THICK LOOSE MEASUREMENT, FOLLOWING
INSPECTION OF THE STRIPPED AREA BY THE
ENGINEER.
D3. INSPECTION AND TESTING OF FILLED LAYERS
SHALL BE CARRIED OUT BY QUALIFIED SOILS
PERSONNEL AND NATA REGISTERED SOILS
LABORATORY AS FOLLOWS:-
1. UPON CLEAN UP OF BASE AREA.
2. AT THE CONCLUSION OF PLACEMENT OF MAXIMUM
500mm OF COMPACTED FILL. (1 TEST PER 100M2).
3. ON COMPLETION OF THE WORKS.
D4. A FILL PLAN SHALL BE PREPARED IN ACCORDANCE
WITH DCP 41 AND SUBMITTED TO COUNCIL IN THE
FORM OF STANDARD DRAWING SD 133
CONCRETE - CULVERT STRUCTURES,
CYCLE PATHS, FOOTPATHS, ETC
C1. WORKMANSHIP AND MATERIALS TO CONFORM
WITH THE REQUIREMENTS OF AS3600, FORMWORK
TO BE IN ACCORDANCE WITH AS1509.
C2. CONCRETE STRENGTH TO BE GRADE 20, AS3600
(20MPA) THROUGHOUT UNLESS NOTED OTHERWISE.
C3. EXPANSION JOINTS SHALL BE TOOL FINISHED AT
6M INTERVALS IN ALL PATHWAYS AND DUmmY
JOINTS 10mm DEEP SHALL BE STRUCK AT 1.2M
INTERVALS.
C4. JOINT FILLER / SEALANT TO BE 10 THICK
C5. CRACK CONTROL JOINTS SHALL BE TOOL
FINISHED AT 4M INTERVALS BETWEEN EXPANSION
JOINTS, 20mm DEEP.
C6 PLACING: ALL CONCRETE SHALL BE
MECHANICALLY VIBRATED, VIBRATORS SHALL NOT
BE USED TO SPREAD CONCRETE.
C7. INSPECTION: CONCRETE SHALL NOT BE PLACED
UNTIL THE COMPLETED FALSEWORK, FORMWORK
AND REINFORCEMENT FIXING HAVE BEEN
INSPECTED AND APPROVED BY THE COUNCIL
ENGINEER.
SERVICES
SE1. WHERE EXISTING DRAINAGE, SEWERAGE AND
WATER SERVICES ARE TO BE RELOCATED A
OF THE LOCAL GOVERNMENT ACT IS REQUIRED
FROM COUNCIL PRIOR TO COmmENCEMENT OF
WORK.
SE3. ALL BURIED SERVICES TO EXISTING BUILDINGS
ARE TO BE DISCONNECTED AND REMOVED.
STORMWATER
S1. KERB INLET PITS TO CONFORM TO SD.5 AND AS
DETAILED
S2. JUNCTION PITS TO CONFORM TO SD.7.
S3. PIPES TO BE RUBBER RING JOINTED ON TYPE "H"
BEDDING WHICH COMPLIES WITH AS3725 (UNLESS
OTHERWISE NOTED).
S4. PROVIDE STEP IRONS ON ALL DRAINAGE PITS
DEEPER THAN 1.2m.
S5. BACKFILL TO ALL PIPES IN ROAD RESERVE TO
COMPLY WITH DEVELOPMENT CONTROL PLAN NO 41
SECTION C221.
S6. ONE HUNDRED (100) ARI OVERLAND FLOW PATHS
MUST BE FORMED AND SHOWN ON THE WORK AS
EXECUTED DRAWINGS.
S7. ALL INTERALLOTMENT DRAINAGE LINES THAT
WILL NOT BENEFIT COUNCIL ARE TO BE INSPECTED
AND CERTIFIED BY AN ENGINEER OR SURVEYOR IN
ACCORDANCE WITH CLAUSE D5.23 OF DCP 41.
S8. ALL PIPE JOINS IN PITS, HEADWALLS AND OTHER
DRAINAGE STRUCTURES ARE TO BE MORTARED TO
PREVENT INFILTRATION.
S9. ALL WORK DO BE DONE IN ACCORDANCE WITH
AS/NZ 3500.3.2:1998 AND COUNCIL SPECIFICATIONS.
S10. STORMWATER DESIGN CRITRIA
ROAD DRAINAGE -10YEAR ARI MINOR STORM
EVENT
-100YEAR ARI MAJOR STORM
EVENT
S11.SUBSOIL DRAINS ARE TO BE PROVIDED BEHIND
ALL KERBS AS DIRECTED.
S12. PIPES TO BE INSTALLED TO HS2 SUPPORT IN
ACCORDANCE WITH AS3752 IN ALL CASES BACKFILL
TRENCH WITH SAND TO 300mm ABOVE PIPE. WHERE
PIPE IS UNDER PAVEMENT BACKFILLS REMAINDER
OF TRENCH TO UNDERSIDE OF PAVEMENT WIITH
SAND OR APPROVED GRANULAR MATERIAL
COMPACETED IN 150mm LAYERS TO MINIMUM 98
STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE
WITH AS 12895.2.1(OR DENSITY INDEX OF NOT LESS
THAN 75).
REGRASSING
RG1. ALL DISTURBED AREAS TO BE GRASSED (TURFED OR
SEEDED) WITHIN 7 DAYS OF WORK BEING COMPLETED IN
THAT AREA.
RG2. CHANNELS TO BE TOP SOILED TO A MINIMUM DEPTH
OF 150mm INCLUDING APPLICATION OF LIME, FERTILIZER
AND GRASS SEED.
RG3. TURF IS TO BE PLACED A MINIMUM 900mm WIDE
BEHIND ALL KERBS AND CONCRETE ROADWAYS.
SEWER
SW1. ALL WORKS ARE TO BE CARRIED OUT TO THE PUBLIC
WORKS DEPARTMENT, NSW AND COUNCIL DEVELOPMENT
CONTROL PLAN.
SW2. MANHOLE AND LAMPHOLE CONSTRUCTION TO
CONFORM TO PUBLIC WORKS DEPARTMENT STANDARD
DRAWINGS ST 500B AND ST 517C RESPECTIVELY, EXCEPT
DEVELOPMENT CODE.
SW3. ALL SERVICES ARE TO BE LOCATED BY RELEVANT
AUTHORITIES PRIOR TO COmmENCEMENT OF WORKS.
SW4. COUNCIL IS TO BE NOTIFIED 48 HOURS PRIOR TO
COmmENCEMENT OF WORKS AND FOR INSPECTIONS. SW5
JUNCTIONS AND SIDELINES ARE TO BE LEFT OPEN TO
ALLOW WORK AS EXECUTED INSPECTION TO BE CARRIED
OUT PRIOR TO BACKFILLING.
SW6. ALL WORK TO BE INSPECTED BY COUNCIL PRIOR TO
BACKFILLING.
SW7. SEWER JUNCTIONS TO BE MARKED WITH RED
POLYETHYLENE TAPE TIED TO THE JUNCTION AND A
HARDWOOD STAKE AT GROUND LEVEL.
SW8. RISER TO BE FITTED TO ALL SEWER JUNCTIONS AND
TERMINATED APPROXIMATELY 500mm BELOW SURFACE
WHERE DEPTH EXCEEDS 1.2M.
SW9. RELEVANT FEES TO BE PAID FOR COUNCIL TO
UNDERTAKE ANY JUNCTION CUT-INS ON EXISTING MAINS.
GENERAL NOTES:
1. ALL WORK TO BE CARRIED OUT IN
ACCORDANCE WITH BLACKTOWN CITY COUNCIL
ENGINEERING GUIDE FOR DEVELOPMENT, CIVIL
WORKS SPECIFICATIONS AND TO THE
SATISFACTION OF COUNCIL'S MANAGER,
ENGINEERING.
2. ALL EROSION AND SEDIMENTATION CONTROL
MEASURES ARE TO BE CARRIED OUT IN
ACCORDANCE WITH COUNCIL'S CODE OF
PRACTICE FOR EROSION AND SEDIMENTATION,
AND MUST BE IMPLEMENTED PRIOR TO THE
COMMENCEMENT OF ANY BUILDING OF CIVIL
WORKS. THE DEVELOPER IS RESPONSIBLE FOR
ONGOING MAINTENANCE OF EROSION AND
SILTATION CONTROL MEASURES.
3. ALL PUBLIC UTILITIES ARE TO BE CLEARLY
IDENTIFIED IN THE FIELD PRIOR TO ANY CIVIL
WORKS. COUNCIL ACCEPTS NO RESPONSIBILITY
FOR DAMAGE OR RELOCATION COSTS TO
UTILITIES DURING CONSTRUCTION. UTILITIES
ADJUSTMENT TO BE AT DEVELOPERS EXPENSE.
4. EXISTING SURFACE FITTINGS OF THE
SERVICES SHALL BE ADJUSTED AND NEW
REQUIRED WORKS TO BE UNDERTAKEN AS
NECESSARY TO THE REQUIREMENTS OF
RELEVANT AUTHORITY.
5. ALL SERVICES TO BE CHECKED FOR LEVEL
AND LOCATION PRIOR TO COMMENCEMENT OF
WORK.
6. RETAINED TREES TO BE FENCED WITH A 1.8m
HIGH CHAINWIRE LINK FENCE FULLY
SUPPORTED AT GRADE TO MINIMISE THE
DISTURBANCE TO EXIST. GROUND CONDITIONS
WITHIN THE CANOPY DRIP LINE. "TREE
PROTECTION ZONE" SIGNAGE TO BE ATTACHED
TO PROTECTIVE FENCING.
7. A MINIMUM OF 3m OF SUBSOIL LINE SHALL BE
LAID INTO UPSTREAM SIDE OF COUNCIL PITS.
8. PROVIDE STEP IRONS FOR ALL PITS DEEPER
THAN 1.2m TO COUNCIL'S SPECIFICATIONS.
9. 100 YEAR OVERLAND FLOW PATHS TO BE
FORMED AT TIME OF CONSTRUCTION TO
SATISFACTION OF SITE ENGINEER.
9. DRIVEWAY/LAYBACK TO HAVE MINIMUM 1.0m
CLEARANCE FROM POWER AND LIGHT POLES
AND STORMWATER DRAINS, AND 6m
CLEARANCE FROM KERB RETURN TANGENT
POINTS.
10. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO ENSURE THAT ALL WORKS ARE CARRIED
OUT IN ACCORDANCE WITH THE OCCUPATIONAL
HEALTH AND SAFETY ACT 2000.
11. PERMISSION TO ENTER, CONSTRUCT WORKS
AND DISCHARGE STORMWATER ONTO
ADJOINING PROPERTIES IS TO BE OBTAINED
AND SUBMITTED TO COUNCIL PRIOR TO
COMMENCEMENT OF ANY WORKS.
12. ALL RECTIFICATION WORK ARISING FROM
INSUFFICIENT INFORMATION BEING SHOWN ON
THE SUBMITTED PLANS IS TO BE CARRIED OUT
TO THE ENGINEER'S SATISFACTION.
13. ALL REDUNDANT LINE MARKING SHALL BE
GRINDED OFF THE PAVEMENT AND PROPOSED
LINE MARKING SHALL BE REFLECTIVE WHITE
THERMOPLASTIC OR SIMILAR.
14. ALL WORKS SHALL HAVE SMOOTH
JUNCTIONS WITH EXISTING.
15. FILL IN EXCESS OF 300mmUPON LOTS SHALL
BE COMPACTED TO 95% STANDARD DRY
DENSITY RATIO (AS 1289 E4.1) AND STRIPPED
LEVELS TO BE RECORDED ON W.A.E. PLANS.
16. LOTS SHALL BE EVEN GRADED AT MINIMUM
1% TO PREVENT PONDING.
17. PAVEMENT DEPTH IS SUBJECT TO SOIL
TESTS. RESULTS AND DESIGNS SHALL BE
SUBMITTED TO COUNCIL FOR APPROVAL PRIOR
TO SUBGRADE INSPECTION.
18. VEHICULAR ACCESS AND ALL SERVICES TO
BE MAINTAINED AT ALL TIMES TO ADJOINING
PROPERTIES AFFECTED BY CONSTRUCTION
WORKS.
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
Scale
Dwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
NOTE:
ALL EXISTING SERVICES TO BE
ADJUSTED TO MATCH
PROPOSED SURFACE LEVELS.
A
GENERAL NOTES
C001N.T.S.
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
-
BENCHAMARK
NAIL IN BITUMEN
RL 62.00 A.H.D.
EXISTING
TELSTRA
EXISTING BIRD AVIARY
TO BE DEMOLISHED
EXISTING METAL GARAGE
TO BE DEMOLISHED
EXISTING PART DOUBLE STOREY
BRICK & CLAD RESIDENCE NO 162
TO BE DEMOLISHED
EXISTING DAM
TO BE REMOVED
EXISTING TRESS
TO BE REMOVED
EXISTING TRESS
TO BE REMOVED
EXISTING RETAINING
WALL TO BE DEMOLISHED
EXISTING GAS
EXISTING
WATER MAIN
EXISTING ROAD
CENTRE LINE
EXISTING SHED TO
BE DEMOLISHED
EXISTING METAL GARAGE
TO BE DEMOLISHED
EXISTING CONCRETE
DRIVEWAY TO BE DEMOLISHED
LOT BOUNDARY
GU
NT
AW
ON
RO
AD
LOT BOUNDARY
LO
T B
OU
ND
AR
Y
LO
T B
OU
ND
AR
Y
EXISTING
EASEMENT
EXISTING
EASEMENT
NOTE:
ALL EXISTING SERVICES TO BE
ADJUSTED TO MATCH
PROPOSED SURFACE LEVELS.
30 m20100
SCALE 1:500 @ A1
EXISTING SERVICES
C0021:500
AND DEMOLITION PLAN
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
A
EXISTING BUILDING
TO BE DEMOLISH
LOT BOUNDARY
EXISTING SERVICES
EXISTING CONTOUR
TREES TO BE REMOVED
EXISTING WATER MAIN
EXISTING TELSTRA
EXISTING GAS
EXISTING BITUMEN
TREES TO BE RETAINED
PROPOSED ROAD RESERVE
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
EXISTING EASEMENT
-
DP 162
LOT 1
DP 162
LOT 2
LO
T B
OU
ND
AR
Y
LOT BOUNDARY
LOT BOUNDARY
LOT BOUNDARY
162 -
GUNTAWONG
ROAD
LOT 50
DP 30186
EROSION AND SEDIMENT
C1001:250
CONTROL PLAN
SHEET 1 OF 2
SCALE 1:250 @ A1
0 4 8 12 m2 6 10
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
A
POSSIBLE LOCATION
FOR STOCKPILE
TEMPORARY SEDIMENT AND
DIVERSION FENCE REFER TO DETAIL
ON DRG No.ACE191601.CIV.DA.102
(SHOW OUTSIDE SITE FOR CLARITY)
TEMPORARY SEDIMENT AND
DIVERSION FENCE REFER TO DETAIL
ON DRG No.ACE191601.CIV.DA.102
(SHOW OUTSIDE SITE FOR CLARITY)
TEMPORARY SEDIMENT AND
DIVERSION FENCE REFER TO DETAIL
ON DRG No.ACE191601.CIV.DA.102
(SHOW OUTSIDE SITE FOR CLARITY)
POSSIBLE LOCATION
FOR STOCKPILE
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
EXISTING WATER MAIN
LEGEND
TEMPORARY SEDIMENT AND
DIVERSION FENCE REFER TO DETAIL
TEMPORARY STABILISED SITE EXIT
(WITH SHAKEDOWN) REFER TO DETAIL
55.00 EXISTING CONTOURS
DIRTY WATER DIVERSION SWALE
ROCK CHECK DAM
TEMPORARY FIELD INLET TRAP
REFER TO DETAIL
OVERLAND FLOW ARROWS
55.00
TEMPORARY INLET PROTECT FOR GULLY
REFER TO DETAIL
DESIGN CONTOURS
PROPOSED STORWATER DRAINAGE
LOT BOUNDARY
EXISTING EDGE OF BITUMEN
DENOTES -1.0 ; -0.5 (CUT)
DENOTES -0.5 ; -0.25 (CUT)
DENOTES -0.25 ; -0.0 (CUT)
DENOTES 0 ; 0.25 (FILL)
DENOTES 0.25 ; 0.5 (FILL)
DENOTES 0.5 ; 1.0 (FILL)
DENOTES 1.0 ; 2.0 (FILL)
DENOTES 2.0 ; 5.0 (FILL)
PROPOSED INVERT OF KERB
EXISTING
EASEMENT
FUTURE INVERT OF KERB
FO
R C
ON
TIN
UA
TIO
N R
EF
ER
T
O S
HE
ET
C
301
RO
AD
2
RO
AD
3
ROAD 1
EXISTING EASEMENT
Ex. L
OT
B
OU
ND
AR
Y
CAP AND BURY FOR
FUTURE CONNECTION.
CAP AND BURY FOR
FUTURE CONNECTION.
-
DP 162
LOT 2
LO
T B
OU
ND
AR
Y
LOT BOUNDARY
DP 162
LOT 2
EROSION AND SEDIMENT
C1011:250
CONTROL PLAN
SHEET 2 OF 2
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
TEMPORARY SEDIMENT AND
DIVERSION FENCE REFER TO DETAIL
ON DRG No.ACE191601.CIV.DA.102
(SHOW OUTSIDE SITE FOR CLARITY)
TEMPORARY STABILISED SITE EXIT(WITH
SHAKEDOWN) REFER TO DETAIL ON DRG
No. ACE191601.CIV.DA.102
EXISTING WATER MAIN
LEGEND
TEMPORARY SEDIMENT AND
DIVERSION FENCE REFER TO DETAIL
TEMPORARY STABILISED SITE EXIT
(WITH SHAKEDOWN) REFER TO DETAIL
55.00 EXISTING CONTOURS
DIRTY WATER DIVERSION SWALE
ROCK CHECK DAM
TEMPORARY FIELD INLET TRAP
REFER TO DETAIL
OVERLAND FLOW ARROWS
55.00
TEMPORARY INLET PROTECT FOR GULLY
REFER TO DETAIL
DESIGN CONTOURS
PROPOSED STORWATER DRAINAGE
LOT BOUNDARY
EXISTING EDGE OF BITUMEN
DENOTES 0 ; 0.25 (FILL)
DENOTES 0.25 ; 0.5 (FILL)
DENOTES 0.5 ; 1.0 (FILL)
DENOTES 1.0 ; 2.0 (FILL)
DENOTES 2.0 ; 5.0 (FILL)
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
PROPOSED INVERT OF KERB
EXISTING
EASEMENT
DENOTES -1.0 ; -0.5 (CUT)
DENOTES -0.5 ; -0.25 (CUT)
DENOTES -0.25 ; -0.0 (CUT)
EXISTING EASEMENT
GU
NT
AW
ON
G
ROAD 1
LO
T B
OU
ND
AR
Y
LOT BOUNDARY
RO
AD
BENCHAMARK
NAIL IN BITUMEN
RL 62.00 A.H.D.
LOT BOUNDARY
TEMPORARY SEDIMENT AND
DIVERSION FENCE REFER TO DETAIL
ON DRG No.ACE191601.CIV.DA.102
(SHOW OUTSIDE SITE FOR CLARITY)
SCALE 1:250 @ A1
0 4 8 12 m2 6 10
-
EROSION AND SEDIMENT
C102N.T.S.
CONTROL DETAILS
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
A
EROSION AND SEDIMENT CONTROL NOTES
1. EROSION & SEDIMENT CONTROL (ESC) NOTES ARE TO BE READ IN CONJUNCTION WITH THE GENERAL AND
COORDINATION NOTES.
2. ALL ESC MEASURES SHALL BE IN ACCORDANCE CURRENT COUNCIL STANDARDS, DRAWINGS AND
SPECIFICATIONS U.N.O.
3. CONSTRUCTION OF ALL SEDIMENT CONTROL MANAGEMENT DEVICES SHALL BE TO THE SATISFACTION OF THE
SUPERINTENDENT. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PHASE AS OUTLINED:
3.A. CONSTRUCTION OF EROSION AND SEDIMENT DEVICES;
3.B. STRIPPING TOPSOIL;
3.C. BULK EARTHWORKS;
3.D. SERVICES, BUILDING, PAVEMENT AND ROAD CONSTRUCTION;
3.E. LANDSCAPED AREAS TO BE TOPSOILED, TURFED, MULCHED OR PLANTED.
4. THE CONTRACTOR IS TO PROVIDE A CONSTRUCTION TRAFFIC SHAKEDOWN DEVICE AT ALL RELEVANT POINTS
OF EXIT FROM THE SITE. THE CONTRACTOR SHALL CLEAN OUT AND MAINTAIN THE SHAKEDOWN DEVICE
REGULARLY TO ENSURE EFFICIENT OPERATION.
5. THE CONTRACTOR SHALL PROVIDE SILT FENCES IMMEDIATELY DOWNSTREAM OF ANY SOIL STOCKPILES.
6. BOTH TEMPORARY AND PERMANENT ESC MEASURES SHALL BE MAINTAINED AT A SUITABLE LEVEL/CONDITION
THROUGHOUT CONSTRUCTION TO THE SATISFACTION OF THE SUPERINTENDENT.
7. ALL TEMPORARY ESC MEASURES SHALL BE MAINTAINED AND FULLY OPERATIONAL DURING THE
CONSTRUCTION AND MAINTENANCE PERIOD, AND ARE TO BE REMOVED AFTER THE SATISFACTORY
COMPLETION OF AN 'OFF MAINTENANCE' INSPECTION BY THE SUPERINTENDENT.
8. ALL ESC MEASURES ARE TO BE INSPECTED AT LEAST DAILY, PRIOR TO EXPECTED RAINFALL AND AFTER
RAINFALL. ANY DAMAGE OR EXCESS EROSION/SEDIMENT IS TO BE REPAIRED/MANAGED AS REQUIRED TO
MAINTAIN CONTROL DEVICES.
9. ALL ESC MEASURES MUST SUIT THE PREVAILING CLIMATE/WEATHER CONDITIONS AT THE TIME OF
CONSTRUCTION.
10.THE CONTRACTOR IS TO ENSURE THE SUPPRESSION OF DUST AT ALL TIMES DURING THE CONSTRUCTION
AND MAINTENANCE PERIOD OF THE DEVELOPMENT. ENVIRONMENTAL HARM AND NUISANCE FROM DUST IS TO
BE PREVENTED. ACCEPTABLE METHODS INCLUDE:
10.A. WATERING;
10.B. PROMOTING VEGETATION IN WIND EROSION PRONE AREAS;
10.C. CONSTRUCTING WIND BREAKS;
10.D. MULCHING.
11.THE CONTRACTORS VEHICLES & PLANT SHALL NOT OPERATE OUTSIDE THE LIMITS OF THE IMMEDIATE
CONSTRUCTION AREA AND ARE RESTRICTED FROM CROSSING OR DISTURBING AREAS NOT SUBJECT TO
CONSTRUCTION.
12. ANY WATER TRAPPED WITHIN THE TEMPORARY SEDIMENT BASIN IS TO BE REGULARLY TESTED DURING THE
COURSE OF CONSTRUCTION. REFER WATER QUALITY MONITORING TABLE FOR DETAILS .
13. ALL DISTURBED GROUND IS TO BE GRASS SEEDED TO PREVENT EROSION IF THE DISTURBED GROUND IS TO
BE LEFT "OPEN" FOR A PERIOD OF GREATER THEN ONE (1) MONTH.
14.REFER DRAWING AS ACE191601.CIV.DA - 102 FOR EROSION AND SEDIMENT CONTROL DETAILS.
50 - 75mm GRAVEL
SHAKEDOWN DEVICE
RUNOFF FROM PAD
DIRECTED TO SEDIMENT TRAP
M
I
N
I
M
U
M
L
E
N
G
T
H
1
5
m
5
m
M
IN
IM
U
M
W
ID
T
H
N.T.S
PROPRIETARY SHAKE DOWN GRID AS
PER COUNCIL STD DETAIL SD31
GEOTEXTILE FABRIC
BIDUM U34 OF SIMILAR
BERM (100mm
MIN HEIGHT)
20
0m
m
N.T.S.
TEMOPORARY ROCK MOUND TO SURROUND
HEADWALL ALLOWING FOR SEDIMENT PUMP
OUT IF REQUIRED DURING CONSTRUCTION
OUTLET ROCK PROTECTION DETAIL ROCK CHECK DAM DETAIL
N.T.S.
15
0 M
IN
.
AT 50m INTERVALS U.N.O. AS SHOWN
WEIR
3.0m
CLEAN/DIRTY WATER DIVERSION SWALE DETAIL
FINAL SIZE AND LOCATION TO BE DETERMINED
ON SITE BY THE SUPERINTENDENT
EXISTING SURFACE
0.7m
N.T.S.
1 IN 2 MAX
TYPICAL DIVERSION BANK
EXISTING SURFACE
1.0m
0.5
m
1
:4
N.T.S.
SCOUR INLET PROTECTION INTO BASIN
1
:4
EXISTING SURFACE
DE
PT
H
WA
TE
R D
EP
TH
N.T.S.
MINIMUM GRADE 1in200. FINAL SIZE AND LOCATION
TO BE DETERMINED ON SITE BY THE SUPERINTENDENT
1
:4
DUMPED ROCK SCOUR
PROTECTION TO BASIN INLETS
D50 = 200mm
(400mm) THICKNESS
SEDIMENT BASIN CALCULATION
N.T.S.
EARTHWORKS NOTES
1. EARTHWORKS NOTES ARE TO BE READ IN CONJUNCTION WITH THE GENERAL AND COORDINATION
NOTES.
2. EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH PROCEDURES SET DOWN IN AS3798
'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS'.
3. BULK EARTHWORKS INCLUDING CLEARING, FILLING AND TESTING, ARE TO BE CARRIED OUT IN
ACCORDANCE WITH THE CURRENT COUNCIL STANDARDS, DRAWINGS AND SPECIFICATIONS. COUNCIL
STANDARDS SUPERSEDE ANY NOTES OR SPECIFICATIONS WRITTEN ON THE DESIGN DRAWINGS.
4. BULK EARTHWORKS LEVELS SHALL BE DETERMINED RELATIVE TO THE FINISHED SURFACE LEVELS.
REFER ARCHITECTURAL DRAWINGS FOR SLAB LEVELS, TO THE STRUCTURAL ENGINEERS DRAWINGS FOR
BUILDING AND PATH SLAB THICKNESS AND TO THE CIVIL ENGINEERS DRAWINGS FOR EXTERNAL
FINISHED SURFACE LEVELS AND EXTERNAL PAVEMENT THICKNESSES
5. TOPSOIL SHALL BE STOCKPILED AS DIRECTED BY THE SUPERINTENDENT ON SITE.
6. PRIOR TO PLACEMENT OF ANY FILLING ALL TOPSOIL AND ORGANIC MATERIAL IS TO BE REMOVED AND
THE SUBGRADE SHALL BE UNIFORMLY COMPACTED TO THE MINIMUM DRY DENSITY RATIOS SHOWN IN
NOTE 10. ANY SOFT SPOTS REVEALED BY COMPACTION SHALL BE REMOVED AS DIRECTED BY THE
SUPERINTENDENT AND BACKFILLED WITH COMPACTED SELECT FILL.
7. MOISTURE CONTENT OF COMPACTED FILL SHOULD BE MAINTAINED WITHIN 2% OF OPTIMUM MOISTURE
CONTENT.
8. FILL SHALL BE COMPACTED IN MAXIMUM 200mm THICK LAYERS (LOOSE THICKNESS) TO THE FOLLOWING
MINIMUM DRY DENSITY RATIOS (STANDARD COMPACTION A.S.1289.5-1) .
8.A. UPPER 0.3m OF PAVEMENT SUBGRADE = 100%;
8.B. UNDER BUILDINGS = 98%;
8.C. GENERAL FILL = 95%.
9. ALL FILL MATERIAL PLACED ON THE SITE SHALL COMPRISE ONLY NATURAL EARTH AND ROCK, AND IS TO
BE FREE OF CONTAMINANTS (AS DEFINED BY SECTION 11 OF THE ENVIRONMENTAL PROTECTION ACT
1994), NOXIOUS, HAZARDOUS, DELETERIOUS AND ORGANIC MATERIALS. NO DEMOLITION MATERIAL IS TO
BE USED. SUITABLE FILL MATERIAL IS DEEMED TO COMPLY WITH THE REQUIREMENTS OF CLAUSE 4.3 OF
AS3798, 'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS'.
10.IMPORTED FILL SHALL COMPLY WITH THE FOLLOWING:
10.A. SOAKED CBR = MINIMUM OF 15%;
10.B. LIQUID LIMIT = 30% MAX;
10.C. PLASTICITY INDEX = 15% MAX;
10.D. MAXIMUM AGGREGATE SIZE = 75mm;
10.E. PASSING 0.075mm SIEVE = 30% MAX;
10.F. SHRINK/SWELL INDEX = 1.0% MAX.
11.THE CONTRACTOR IS TO ENGAGE, AT THEIR EXPENSE, AN APPROVED NATA REGISTERED LABORATORY
TO CARRY OUT SITE CONTROL TO 'LEVEL 1' STANDARD AS SET OUT IN APPENDIX B OF AS3798-2007
'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS' AND PROVIDE A
'LEVEL 1' REPORT ON COMPLETION OF EARTHWORKS.
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
-
6m SETBACK
2 BED
UAG08
STUDIO
UAG07
2B(ADPT)
UAG06
STUDIO
UAG05
1 BED
UAG09
2 BED
UAG03
2B(LIVABLE)
UAG01
POS
POS
POS
POS
2 BED
UAG04
POS
POS
POS
POS
POS
FFL 49.00
FFL 47.50
STUDIO
U704
2B(LIVABLE)
UB101
1 BED
UB102
1 BED
UB103
2 BED
UB104
1 BED
UB109
STUDIO
UB105
2 BED
UB106
STUDIO
UB107
2B(ADPT)
UB108
BALC
BALC
BALC
BALC
BALC
BALC
BALC
BALC
BALC
6m SETBACK
RL 47.50
RL 49.00
RL 49.00
RL 47.50
RL 47.50
RL 49.00
RL 49.00
RL 49.00
PLATFORM
LIFT
LIFT B
LIFT A
FS 2
FS 1
FFL 49.00
FFL 47.50
FFL 47.50
FFL 49.40
FFL 48.40
UP
UP
UP
UP
RL.46.50
RL.46.00
RL.45.50
RL.45.50
RL.46.00
RL.46.50
RL.46.50RL.47.00RL.47.50
RL.47.00
RL.46.50
4
6
.6
0
4
6
.4
0
4
6
.2
0
4
5
.8
0
4
5
.6
0
4
5
.
4
0
4
5
.
2
0
4
4
.
6
0
4
6
.0
0
4
5
.
0
0
4
6
.6
0
4
6
.4
0
4
6
.2
0
4
5
.8
0
4
5
.6
0
4
5
.
4
0
4
5
.
2
0
4
4
.
6
0
4
6
.0
0
4
5
.
0
0
12.0m
18.0m
9.0m
6.0m
18
.0
m
12
.0
m
12
.0
m
18
.0
m
3.0m
3.0
m3
.0
m
9.0m
6.0m3.0m
R
1
5
.
6
m
DP 162
LOT 2
162 -
GUNTAWONG
ROAD
LOT 50
DP 30186
ROADWORKS AND DRAINAGE
C3001:250
LAYOUT PLAN SHEET 1 OF 2
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
ROAD 1
LOT BOUNDARY
LO
T B
OU
ND
AR
Y
FO
R C
ON
TIN
UA
TIO
N R
EF
ER
T
O S
HE
ET
C
30
1
PROPOSED KERB AND GUTTER
TO COUNCIL SPECIFICATIONS.
PROPOSED KERB AND GUTTER
TO COUNCIL SPECIFICATIONS.
PROPOSED ROAD
CENTRE LINE
PROPOSED KERB AND GUTTER
TO COUNCIL SPECIFICATIONS.
PROPOSED KERB AND GUTTER
TO COUNCIL SPECIFICATIONS.
PROPOSED ROAD
CENTRE LINE
LEGEND
FINISHED CONTOURS
PROPOSED KERB ONLY
PROPOSED ROAD CENTERLINE
PROPOSED STORMWATER DRAINAGE
32.0
PROPOSED ROAD PAVEMENT
LOT BOUNDARY
PROPOSED GULLY PIT
TREE TO BE RETRAINED
K&G
PROPOSED RAMP RAMP
PROPOSED STRUCTURAL NUMBERS
3
D
PROPOSED PRAM RAMP TO
COUNCIL SPECIFICATIONS.
PROPOSED PRAM RAMP TO
COUNCIL SPECIFICATIONS.
PROPOSED 1.5m CONCRETE
FOOTPATH TO COUNCIL
SPECIFICATIONS.
PROPOSED 1.5m CONCRETE FOOTPATH
TO COUNCIL SPECIFICATIONS.
PROPOSED 1.5m CONCRETE
FOOTPATH TO COUNCIL
SPECIFICATIONS.
PROPOSED 1.5m CONCRETE FOOTPATH
TO COUNCIL SPECIFICATIONS.
CAP AND BURY FOR
FUTURE CONNECTION.
PROPOSED INLET PIT
RO
AD
2
RO
AD
3
ROAD 1
LOT BOUNDARY
LOT BOUNDARY
1
2
1
3
1
4
1
5
1
7
2
4
1
4
1
3
2
2
1
2
FUTURE KERB AND GUTTER
PROPOSED TEMPORARY
HEADWALL TO DISCHARGE
INTO 166 GUNTAWONG ROAD
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
FUTURE ROAD TO BE
CONSTRUCTED BY OTHERS
FUTURE ROAD TO BE
CONSTRUCTED BY OTHERS
Ex. L
OT
B
OU
ND
AR
Y
CAP AND BURY FOR
FUTURE CONNECTION.
1
1
1
6
REFER TO STORMWATER
PLAN FOR MORE DETAILS.
PROPOSED VEHICLE CROSSING
TO COUNCIL SPECIFICATION.
FOR MORE INFORMATION REGARDING
INTERNAL STORMWATER PLANS. REFER
TO STORMWATER PLANS PREPARED BY
AUSTRALIAN CONSULTING ENGINEERS.
PROVIDE 1 IN 3 BATTER OR
RETAINING WALL TO EXISTING.
PROVIDE 1 IN 3 BATTER OR
RETAINING WALL TO EXISTING.
PROPOSED PIT TO CAPTURE
EXTERNAL FLOWS.
PROPOSED PIT TO CAPTURE
EXTERNAL FLOWS.
PROVIDE 1 IN 3 BATTER OR
RETAINING WALL TO EXISTING.
3
2
PROVIDE 1 IN 3 BATTER OR
RETAINING WALL TO EXISTING.
FUTURE PRAM RAMP TO BE
CONSTRUCTED BY OTHERS
PROPOSED RAMP RAMP
EXISTING EASEMENT
3
5
2
6
1
6
K&G
K&G
K&G
K&G
K&G
K&G
K&G
K&G
K&
G
K&
G
K&
G
K&
G
K&
GK
&G
SL: 48.00
IL: 46.90
SL: 47.90
IL: 46.50
SL: 47:40
IL: 46.00
SL: 43.60
IL: 43.40
SL: 44:20
IL: 43.75
SL: 44.60
IL: 43.35
SL: 44.60
IL: 43.20
SL: 43.00
IL: 43.00
SL: 44.20
IL: 43.75
SL: 44.60
IL: 43.60
SL: 45.60
IL: 44.32
SL: 47.20
IL: 46.00
SL: 48.80
IL: 47.40
SL: 45.40
IL: 44.17
SL: 51.65
IL: 51.00
SL: 47.40
IL: 46.80
SCALE 1:250 @ A1
0 4 8 12 m2 6 10
-
DP 162
LOT 2
18
.0
m
12
.0
m3
.0
m3
.0
m
DP 162
LOT 2
ROADWORKS AND DRAINAGE
C3011:250
LAYOUT PLAN SHEET 2 OF 2
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
FO
R C
ON
TIN
UA
TIO
N R
EF
ER
T
O S
HE
ET
C
30
0
GU
NT
AW
ON
G
ROAD 1
LO
T B
OU
ND
AR
Y
LOT BOUNDARY
RO
AD
BENCHAMARK
NAIL IN BITUMEN
RL 62.00 A.H.D.
PROPOSED KERB AND GUTTER
TO COUNCIL SPECIFICATIONS.
PROPOSED KERB AND GUTTER
TO COUNCIL SPECIFICATIONS.
PROPOSED ROAD
CENTRE LINE
EXISTING EDGE OF BITUMEN
EXISTING ROAD CENTRE LINE
SCALE 1:250 @ A1
0 4 8 12 m2 6 10
PROPOSED 1.5m CONCRETE
FOOTPATH TO COUNCIL
SPECIFICATIONS.
PROPOSED 1.5m CONCRETE FOOTPATH
TO COUNCIL SPECIFICATIONS.
PROPOSED PRAM RAMP TO
COUNCIL SPECIFICATIONS.
PROPOSED PRAM RAMP TO
COUNCIL SPECIFICATIONS.
LOT BOUNDARY
4
5
2
6
2
5
3
5
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
ENSURE KERB RETURN TO TIE
EXISTING EDGE OF BITUMEN
ENSURE KERB RETURN TO TIE
EXISTING EDGE OF BITUMEN
PROVIDE 1 IN 3 BATTER OR
RETAINING WALL TO EXISTING.
PROVIDE 1 IN 3 BATTER OR
RETAINING WALL TO EXISTING.
LEGEND
FINISHED CONTOURS
PROPOSED KERB ONLY
PROPOSED ROAD CENTERLINE
PROPOSED STORMWATER DRAINAGE
32.0
PROPOSED ROAD PAVEMENT
LOT BOUNDARY
PROPOSED GULLY PIT
TREE TO BE RETRAINED
K&G
PROPOSED RAMP RAMP
PROPOSED STRUCTURAL NUMBERS
3
D
PROPOSED INLET PIT
FUTURE KERB AND GUTTER
PROPOSED RAMP RAMP
EXISTING EASEMENT
1
6
K&G
K&G
K&G
K&G
K&G
K&G
SL: 57.50
IL: 57.00
SL: 58.30
IL: 56.80
SL: 57.60
IL: 56.40
1
5
SL: 48.00
IL: 46.90
SL: 47.90
IL: 46.50
SL: 47:40
IL: 46.00
-
ROAD 1 - LONGITUDINAL SECTION
SCALE (H) 1:500
(V) 1:100
-3% -14.21% 4.31% 3%
VERTICAL GRADE (%)
06
2.3
66
2.1
22
7.3
16
2.1
46
2
8.6
62
.1
61
.9
99
25
61
.3
56
1.0
88
42
.3
16
0.1
15
9.8
06
50
59
.4
58
.5
34
75
56
.4
45
6.0
85
77
.3
15
6.1
15
5.7
44
10
05
2.8
95
1.9
25
10
4.3
15
2.2
75
1.3
9
12
54
9.7
34
9.1
24
12
9.3
14
9.2
94
8.7
82
15
04
7.6
94
7.2
57
15
4.3
14
7.4
64
7
17
54
6.4
14
6
19
7.1
14
5.2
94
5.3
06
20
04
5.1
64
5.1
75
22
1.2
74
4.6
24
5
22
2.1
14
4.6
24
5
22
4.1
44
.6
14
5
22
54
4.6
14
5
24
7.1
14
5.1
14
4.7
26
25
04
5.2
34
4.8
28
27
54
6.3
14
5.8
99
28
4.4
44
6.7
24
6.2
15
30
04
7.1
84
6.9
99
CHAINAGE
CONTROL LINE
PROPOSED LEVEL
CONTROL LINE
EXISTING LEVEL
DATUM R.L. 39.00
31
5.8
94
7.6
35
PR
OV
ID
E S
MO
OT
H C
ON
NE
CT
IO
N
TO
E
XIS
TIN
G S
UR
FA
CE
CONTROL LINE
EXISTING LEVEL
CONTROL LINE
DESIGN LEVEL
PR
OV
ID
E S
MO
OT
H C
ON
NE
CT
IO
N
TO
E
XIS
TIN
G S
UR
FA
CE
70m
50m
-5.05%
50m
ROAD 1
C302AS SHOWN
LONGITUDINAL SECTION
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
SCALE 1:20 @ A1
0 400 1200 mm800
HORIZONTAL SCALE
VERTICAL SCALE
SCALE 1:100 @ A1
0 2 4 6 m
-
PR
OV
ID
E S
MO
OT
H C
ON
NE
CT
IO
N
TO
E
XIS
TIN
G S
UR
FA
CE
ROAD 2 - LONGITUDINAL SECTION
SCALE (H) 1:100
(V) 1:20
7.72% 7.39%
VERTICAL GRADE (%)
-9
46
.1
66
04
6.8
84
6.9
32
25
48
.7
74
8.7
43
50
50
.6
15
0.5
32
51
50
.6
95
0.6
06
CHAINAGE
CONTROL LINE
PROPOSED LEVEL
CONTROL LINE
EXISTING LEVEL
DATUM R.L. 45.00
CONTROL LINE
EXISTING LEVEL
CONTROL LINE
DESIGN LEVEL
PR
OV
ID
E S
MO
OT
H C
ON
NE
CT
IO
N
TO
E
XIS
TIN
G S
UR
FA
CE
48
.5
50
.5
50
.4
22
66
.8
35
1.8
65
1.8
88
ROAD 2
C303AS SHOWN
LONGITUDINAL SECTION
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
SCALE 1:20 @ A1
0 400 1200 mm800
HORIZONTAL SCALE
VERTICAL SCALE
SCALE 1:100 @ A1
0 2 4 6 m
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
-
ROAD 3 - LONGITUDINAL SECTION
SCALE (H) 1:100
(V) 1:20
-3% 10.03%
VERTICAL GRADE (%)
04
4.6
24
5
8.8
44
4.3
54
5
16
.8
94
4.2
34
4.8
35
25
44
.3
64
5.0
9
26
.3
44
4.4
45
.1
75
43
.8
44
5.5
84
6
50
46
.2
46
.4
48
56
.8
64
6.8
94
6.9
41
CHAINAGE
CONTROL LINE
PROPOSED LEVEL
CONTROL LINE
EXISTING LEVEL
DATUM R.L. 42.00
PR
OV
ID
E S
MO
OT
H C
ON
NE
CT
IO
N
TO
E
XIS
TIN
G S
UR
FA
CE
PR
OV
ID
E S
MO
OT
H C
ON
NE
CT
IO
N
TO
E
XIS
TIN
G S
UR
FA
CE
CONTROL LINE
EXISTING LEVEL
CONTROL LINE
DESIGN LEVEL
35m
ROAD 3
C304AS SHOWN
LONGITUDINAL SECTION
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
SCALE 1:20 @ A1
0 400 1200 mm800
HORIZONTAL SCALE
VERTICAL SCALE
SCALE 1:100 @ A1
0 2 4 6 m
-
LO
T B
DY
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
(L
OT
4
9 D
P3
01
86
)
LO
T B
DY
(L
OT
2
)
LO
T B
DY
(L
OT
4
9 D
P3
01
86
)
LO
T B
DY
(L
OT
2
)
LO
T B
DY
(L
OT
49
D
P30
186
)
LO
T B
DY
(L
OT
2)
LO
T B
DY
(L
OT
4
9 D
P3
01
86
)
LO
T B
DY
(L
OT
2
)
LO
T B
DY
(L
OT
4
9 D
P3
01
86
)
LO
T B
DY
(L
OT
2
)
LO
T B
DY
(LO
T 4
9 D
P3
018
6)
LO
T B
DY
(LO
T 2
)
CH. 25.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.59.00
CH. 50.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.57.00
CH. 75.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.53.00
CH. 100.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.50.00
CH. 125.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.47.00
CH. 150.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.46.00
3
3
.
3
%
4%
2.5%
3%3%
2.5%
4% 3
3
.
3
%
-1
0.3
96
0.8
56
0.9
-8
.8
56
0.8
76
1.4
2
-7
.9
56
0.8
86
1.3
8
-6
.4
56
0.9
36
1.3
4
-5
.6
86
0.9
56
1.3
1
-5
.5
36
0.9
66
1.3
1
-5
.5
60
.9
66
1.1
6
-5
.0
56
0.9
86
1.2
06
1.0
96
1.3
5
5.0
56
16
1.2
5.5
61
61
.1
6
5.5
36
16
1.3
1
5.6
86
16
1.3
1
6.4
56
16
1.3
4
7.9
56
16
1.3
8
8.8
56
16
1.4
2
9.3
56
16
1.4
4
10
.5
46
16
1.0
4
3
3
.
3
%
4%2.5%
3%3%
2.5%
4%
3
3
.
3
%
-1
0.8
58
.7
95
8.8
1
-8
.8
55
8.6
95
9.4
6
-7
.9
55
8.6
25
9.4
2
-6
.4
55
8.5
65
9.3
9
-5
.6
85
8.5
55
9.3
5
-5
.5
35
8.5
65
9.3
5
-5
.5
58
.5
65
9.2
-5
.0
55
8.5
75
9.2
4
05
8.5
35
9.4
5.0
55
8.4
75
9.2
4
5.5
58
.4
65
9.2
5.5
35
8.4
65
9.3
5
5.6
85
8.4
65
9.3
5
6.4
55
8.4
75
9.3
9
7.9
55
8.4
15
9.4
2
8.8
55
8.4
25
9.4
6
9.3
55
8.4
45
9.4
8
12
.7
58
.5
75
8.3
6
3
3
.
3
%
4%2.5%
3%3%
2.5%
4%
3
3
.
3
%
-1
0.43
55.9
755
.9
7
-8
.8
55
5.9
856
.5
-7
.9
55
5.9
856
.4
6
-6
.4
55
5.9
656
.4
2
-5
.6
85
5.9
756
.3
9
-5
.5
35
5.9
756
.3
9
-5
.5
55.9
756
.2
4
-5
.0
55
5.9
756
.2
8
05
6.0
856
.4
4
5.0
55
5.9
56
.2
8
5.5
55.8
956
.2
4
5.5
35
5.8
956
.3
9
5.6
85
5.8
856
.3
9
6.4
55
5.8
356
.4
2
7.9
55
5.7
256
.4
6
8.8
55
5.6
556
.5
9.3
55
5.6
156
.5
2
13
.9
15
555
3
3
.
3
%
4%
2.5%
3%3%
2.5%
4%
3
3
.
3
%
-9
.7
55
2.5
75
2.6
5
-8
.8
55
2.5
15
2.9
5
-7
.9
55
2.4
55
2.9
1
-6
.4
55
2.2
85
2.8
8
-5
.6
85
2.2
15
2.8
5
-5
.5
35
2.2
52
.8
5
-5
.5
52
.2
52
.7
-5
.0
55
2.1
85
2.7
4
05
1.9
35
2.8
9
5.0
55
1.7
35
2.7
4
5.5
51
.7
15
2.7
5.5
35
1.7
52
.8
5
5.6
85
1.7
52
.8
5
6.4
55
1.6
65
2.8
8
7.9
55
1.5
95
2.9
1
8.8
55
1.5
55
2.9
5
9.3
55
1.5
35
2.9
7
14
.0
55
1.4
15
1.4
4%
2.5%
3%3%
2.5%
4%
3
3
.
3
%
-9
.3
74
9.6
49
.6
2
-8
.8
54
9.5
84
9.7
9
-7
.9
54
9.5
54
9.7
5
-6
.4
54
9.4
84
9.7
2
-5
.6
84
9.4
54
9.6
8
-5
.5
34
9.4
44
9.6
8
-5
.5
49
.4
44
9.5
3
-5
.0
54
9.4
24
9.5
7
04
9.1
24
9.7
3
5.0
54
94
9.5
7
5.5
49
49
.5
3
5.5
34
94
9.6
8
5.6
84
94
9.6
8
6.4
54
94
9.7
2
7.9
54
94
9.7
5
8.8
54
94
9.7
9
9.3
54
94
9.8
1
11
.7
84
94
9
4%
2.5%
3%3%
2.5%4%
-9
.2
44
7.8
847
.6
2
-8
.8
54
7.8
747
.7
6
-7
.9
54
7.8
247
.7
2
-6
.4
54
7.7
47
.6
8
-5
.6
84
7.6
447
.6
5
-5
.5
34
7.6
347
.6
5
-5
.5
47.6
347
.5
-5
.0
54
7.5
847
.5
4
04
7.2
647
.6
9
5.0
54
7.3
447
.5
4
5.5
47.3
747
.5
5.5
34
7.3
747
.6
5
5.6
84
7.3
847
.6
5
6.4
54
7.4
247
.6
8
7.9
54
7.5
47
.7
2
8.8
54
7.5
747
.7
6
9.3
54
7.6
147
.7
8
9.9
44
7.6
547
.5
8
K&
GK
&G
K&
G
K&
GK
&G
K&
G
K&
GK
&G
K&
G
K&
GK
&G
K&
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RO
AD
C
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TR
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ER
OA
D C
EN
TR
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IN
ER
OA
D C
EN
TR
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IN
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RO
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C
EN
TR
E L
IN
ER
OA
D C
EN
TR
E L
IN
ER
OA
D C
EN
TR
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IN
E
ROAD 1
C3051:100
CROSS SECTIONS
SHEET 1 OF 2
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
SCALE 1:100 @ A1
0 2 4 6 m
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
-
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 3
BATTERS
1 IN 4
BATTERS
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
LO
T B
DY
(L
OT
4
9 D
P30
18
6)
LO
T B
DY
LO
T B
DY
(L
OT
4
9 D
P3
01
86
)
LO
T B
DY
LO
T B
DY
(L
OT
4
9 D
P3
01
86
)
(L
OT
2
)
(L
OT
2
)
LO
T B
DY
(L
OT
4
9 D
P3
01
86
)
LO
T B
DY
(L
OT
1
)
LO
T B
DY
(L
OT
4
9 D
P3
01
86
)
LO
T B
DY
(L
OT
1
)
LO
T B
DY
(LO
T 4
9 D
P3
018
6)
LO
T B
DY
(LO
T 1
)
CH. 200.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.43.00
CH. 225.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.42.00
CH. 250.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.42.00
CH. 275.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.43.00
CH. 300.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.44.00
CH. 175.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.44.00
3
3
.
3
%
4%
2.5%
3%3%
2.5%4%
3
3
.
3
%
-9
.7
44
54
4.9
2
-8
.8
54
54
5.2
2
-7
.9
54
54
5.1
8
-6
.4
54
5.2
44
5.1
5
-5
.6
84
5.2
54
5.1
1
-5
.5
34
5.2
54
5.1
1
-5
.5
45
.2
54
4.9
6
-5
.0
54
5.2
64
5
04
5.1
84
5.1
6
5.0
54
4.5
44
5
5.5
44
.5
14
4.9
6
5.5
34
4.5
14
5.1
1
5.6
84
4.5
45
.1
1
6.4
54
4.5
54
5.1
5
7.9
54
4.6
14
5.1
8
8.8
54
4.6
24
5.2
2
9.3
54
4.6
44
5.2
4
10
.9
24
4.7
94
4.7
1
3
3
.
3
%
4%
2.5%
3%
-1
1.9
74
443
.6
4
-8
.85
44
44
.6
8
-7
.95
44
44
.6
4
-6
.45
44
44
.6
-5
.68
44.3
44
.5
7
-5
.53
44.3
744
.5
7
-5
.5
44.3
944
.4
2
-5
.05
44.6
44
.4
6
04
544
.6
1
3
3
.
3
%
4%2.5%
3%3%
2.5%4%
-1
3.7
14
3.6
84
3.6
8
-8
.8
54
4.1
14
5.3
-7
.9
54
4.1
84
5.2
6
-6
.4
54
4.2
84
5.2
2
-5
.6
84
4.3
44
5.1
9
-5
.5
34
4.3
54
5.1
9
-5
.5
44
.3
64
5.0
4
-5
.0
54
4.3
94
5.0
8
04
4.8
34
5.2
3
5.0
54
5.2
64
5.0
8
5.5
45
.3
45
.0
4
5.5
34
5.3
45
.1
9
5.6
84
5.3
14
5.1
9
6.4
54
5.3
84
5.2
2
7.9
54
5.5
14
5.2
6
8.8
54
5.5
84
5.3
9.3
54
5.6
24
5.3
2
3
3
.
3
%
4%
2.5%
3%3%
2.5%
4%
-1
2.9
34
54
5.0
1
-8
.8
54
5.2
44
6.3
7
-7
.9
54
5.3
14
6.3
4
-6
.4
54
5.4
24
6.3
-5
.6
84
5.4
84
6.2
7
-5
.5
34
5.4
94
6.2
7
-5
.5
45
.4
94
6.1
2
-5
.0
54
5.5
34
6.1
6
04
5.9
46
.3
1
5.0
54
6.2
54
6.1
6
5.5
46
.2
94
6.1
2
5.5
34
6.2
94
6.2
7
5.6
84
6.3
46
.2
7
6.4
54
6.3
64
6.3
7.9
54
6.4
74
6.3
4
8.8
54
6.5
44
6.3
7
9.3
54
6.5
94
6.3
9
3
3
.
3
%
4%
2.5%
3%3%
2.5%4%
-1
2.4
64
6.0
546
.0
4
-8
.85
46.3
447
.2
5
-7
.95
46.4
147
.2
1
-6
.45
46.5
347
.1
7
-5
.68
46.5
947
.1
4
-5
.53
46.6
47
.1
4
-5
.5
46.6
146
.9
9
-5
.05
46.6
447
.0
3
04
747
.1
8
5.0
54
7.3
147
.0
3
5.5
47.3
446
.9
9
5.5
34
7.3
547
.1
4
5.6
84
7.3
647
.1
4
6.4
54
7.4
347
.1
7
7.9
54
7.5
547
.2
1
8.8
54
7.6
347
.2
5
9.3
54
7.6
747
.2
7
3
3
.
3
%
4%
2.5%
3%3%
2.5%4%
-9
.7
74
6.2
24
6.1
7
-8
.8
54
6.2
34
6.4
7
-7
.9
54
6.1
84
6.4
4
-6
.4
54
6.1
46
.4
-5
.6
84
6.0
64
6.3
7
-5
.5
34
6.0
54
6.3
7
-5
.5
46
.0
54
6.2
2
-5
.0
54
6.0
24
6.2
6
04
64
6.4
1
5.0
54
6.2
94
6.2
6
5.5
46
.3
14
6.2
2
5.5
34
6.3
14
6.3
7
5.6
84
6.3
24
6.3
7
6.4
54
6.3
74
6.4
7.9
54
6.4
64
6.4
4
8.8
54
6.5
24
6.4
7
9.3
54
6.5
54
6.4
9
9.4
34
6.5
64
6.4
7
K&
G
K&
GK
&G
K&
GK
&G
K&
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K&
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K&
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K&
GK
&G
K&
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RO
AD
C
EN
TR
E LIN
ER
OA
D C
EN
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IN
E
RO
AD
C
EN
TR
E L
IN
E
RO
AD
C
EN
TR
E L
IN
ER
OA
D C
EN
TR
E L
IN
E
RO
AD
C
EN
TR
E L
IN
E
ROAD 1
C3061:100
CROSS SECTIONS
SHEET 2 OF 2
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
SCALE 1:100 @ A1
0 2 4 6 m
-
LO
T B
DY
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
LO
T B
DY
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
CH. -7.48
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.45.00
CH. 0.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.45.00
CH. 25.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.47.00
CH. 50.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.49.00
CH. 66.83
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.50.00
4%
2.5%
3%
-9
.7
74
6.5
34
6.5
3
-9
.3
54
6.5
34
6.3
9
-8
.8
54
6.5
24
6.3
7
-7
.9
54
6.4
84
6.3
3
-6
.4
54
6.4
14
6.3
-5
.6
84
6.3
84
6.2
7
-5
.5
34
6.3
84
6.2
7
-5
.5
46
.3
84
6.1
2
-5
.0
54
6.3
64
6.1
6
04
6.3
14
6.3
1
4%2.5%
3%
-9
.8
34
7.1
34
7.1
3
-9
.3
54
7.1
14
6.9
7
-8
.8
54
7.1
46
.9
5
-7
.9
54
7.0
84
6.9
1
-6
.4
54
7.0
44
6.8
7
-5
.6
84
7.0
44
6.8
4
-5
.5
34
7.0
44
6.8
4
-5
.5
47
.0
44
6.6
9
-5
.0
54
7.0
44
6.7
3
04
6.9
34
6.8
8
4%
2.5%
3%3%
2.5%
4%
-9
.8
49
49
-9
.3
54
948
.8
5
-8
.8
54
948
.8
3
-7
.9
54
948
.7
9
-6
.4
54
8.98
48
.7
6
-5
.6
84
8.97
48
.7
2
-5
.5
34
8.97
48
.7
2
-5
.5
48.97
48
.5
7
-5
.0
54
8.96
48
.6
1
04
8.74
48
.7
7
5.05
48.52
48
.6
1
5.5
48.51
48
.5
7
5.53
48.51
48
.7
2
5.68
48.5
48
.7
2
6.45
48.47
48
.7
6
7.95
48.41
48
.7
9
8.85
48.38
48
.8
3
9.35
48.35
48
.8
5
3
3
.
3
%
4%
2.5%
3%3%
2.5%
4%
-1
0.2
15
0.9
85
0.9
8
-9
.3
55
0.9
55
0.7
-8
.8
55
0.9
35
0.6
8
-7
.9
55
0.8
95
0.6
4
-6
.4
55
0.8
35
0.6
-5
.6
85
0.8
50
.5
7
-5
.5
35
0.7
95
0.5
7
-5
.5
50
.7
95
0.4
2
-5
.0
55
0.7
75
0.4
6
05
0.5
35
0.6
1
5.0
55
0.4
50
.4
6
5.5
50
.4
50
.4
2
5.5
35
0.4
50
.5
7
5.6
85
0.3
95
0.5
7
6.4
55
0.3
65
0.6
7.9
55
0.2
95
0.6
4
8.8
55
0.2
65
0.6
8
9.3
55
0.2
55
0.7
4%
2.5%
3%3%
2.5%
4%
-1
0.1
52
.1
95
2.1
9
-9
.3
55
2.1
85
1.9
4
-8
.8
55
2.1
75
1.9
2
-7
.9
55
2.1
45
1.8
8
-6
.4
55
2.0
95
1.8
5
-5
.6
85
2.0
65
1.8
2
-5
.5
35
2.0
55
1.8
2
-5
.5
52
.0
55
1.6
7
-5
.0
55
2.0
35
1.7
1
05
1.8
95
1.8
6
5.0
55
1.6
15
1.7
1
5.5
51
.5
85
1.6
7
5.5
35
1.5
85
1.8
2
5.6
85
1.5
75
1.8
2
6.4
55
1.5
65
1.8
5
7.9
55
1.5
45
1.8
8
8.8
55
1.5
25
1.9
2
9.3
55
1.5
51
.9
4
K&
GK
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K&
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K&
GK
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K&
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K&
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AD
C
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ER
OA
D C
EN
TR
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RO
AD
C
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TR
E LIN
ER
OA
D C
EN
TR
E L
IN
ER
OA
D C
EN
TR
E L
IN
E
LO
T B
DY
EXISTING
SURFACE LEVEL
LO
T B
DY
(LO
T 1
)
DESIGN
SURFACE LEVEL
LO
T B
DY
EXISTING
SURFACE LEVEL
LO
T B
DY
(L
OT
1
)
DESIGN
SURFACE LEVEL
LO
T B
DY
EXISTING
SURFACE LEVEL
LO
T B
DY
(L
OT
1
)
DESIGN
SURFACE LEVEL
ROAD 2
C3071:100
CROSS SECTIONS
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
SCALE 1:100 @ A1
0 2 4 6 m
-
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
LO
T B
DY
(L
OT
1
)
LO
T B
DY
(LO
T 2
)
CH. 25.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.43.00
CH. 56.86
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.45.00
CH. 50.00
OFFSET
EXISTING
SURFACE LEVEL
DESIGN
SURFACE LEVEL
DATUM R.L.45.00
4%
2.5%
3%3%
2.5%
4%
-9
.3
54
5.5
84
4.4
4
-8
.8
54
5.5
64
4.4
2
-7
.9
54
5.5
14
4.3
8
-6
.4
54
5.4
34
4.3
5
-5
.6
84
5.3
84
4.3
1
-5
.5
34
5.3
74
4.3
1
-5
.5
45
.3
74
4.1
6
-5
.0
54
5.3
44
4.2
04
5.0
94
4.3
6
5.0
54
4.9
64
4.2
5.5
44
.9
64
4.1
6
5.5
34
4.9
64
4.3
1
5.6
84
4.9
64
4.3
1
6.4
54
4.9
54
4.3
5
7.9
54
4.9
44
4.3
8
8.8
54
4.9
34
4.4
2
9.3
54
4.9
24
4.4
4
9.6
44
4.9
24
4.5
4
4%
2.5%
3%3%
2.5%4%
-9
.3
54
7.48
46
.9
7
-8
.8
54
7.47
46
.9
5
-7
.9
54
7.35
46
.9
2
-6
.4
54
7.33
46
.8
8
-5
.6
84
7.3
46
.8
5
-5
.5
34
7.29
46
.8
5
-5
.5
47.29
46
.7
-5
.0
54
7.25
46
.7
4
04
6.94
46
.8
9
5.05
46.91
46
.7
4
5.5
46.9
46
.7
5.53
46.9
46
.8
5
5.68
46.9
46
.8
5
6.45
46.9
46
.8
8
7.95
46.91
46
.9
2
8.85
46.93
46
.9
5
9.35
46.94
46
.9
7
9.8
46.94
46
.8
2
4%2.5%
3%3%
2.5%
4%
-8
.8
54
6.8
64
6.1
6
-7
.9
54
6.8
46
.1
3
-6
.4
54
6.6
94
6.0
9
-5
.6
84
6.6
54
6.0
6
-5
.5
34
6.6
44
6.0
5
-5
.5
46
.6
44
6.0
1
-5
.0
54
6.6
24
6.0
5
04
6.4
54
6.2
5.0
54
6.4
46
.0
5
5.5
46
.4
46
.0
1
5.5
34
6.4
46
.1
6
5.6
84
6.4
46
.1
6
6.4
54
6.3
94
6.1
9
7.9
54
6.3
64
6.2
3
8.8
54
6.3
74
6.2
7
9.3
54
6.3
84
6.2
9
9.3
64
6.3
84
6.2
9
K&
G
K&
G
K&
G
K&
G
K&
G
K&
G
RO
AD
C
EN
TR
E L
IN
E
RO
AD
C
EN
TR
E L
IN
E
RO
AD
C
EN
TR
E L
IN
E
LO
T B
DY
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
(L
OT
1
)
LO
T B
DY
(L
OT
2
)
LA
YB
AC
K
RO
AD
C
EN
TR
E L
IN
E
DESIGN
SURFACE LEVEL
EXISTING
SURFACE LEVEL
LO
T B
DY
(L
OT
1
)
LO
T B
DY
(L
OT
2
)
ROAD 3
C3081:100
CROSS SECTIONS
A
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
SCALE 1:100 @ A1
0 2 4 6 m
-
LOT BOUNDARY
GU
NT
AW
ON
RO
AD
LOT BOUNDARY
LO
T B
OU
ND
AR
Y
ROAD 1
RO
AD
3
RO
AD
2
DP 162
LOT 1
DP 162
LOT 2
162 - GUNTAWONG
ROAD
LOT 50 DP 30186
EXTERNAL
CATCHMENT
EXTERNAL
CATCHMENT
STORMWATER
C4001:500
CATCHMENT PLAN
Architect Project
-1 0 1cm at full size 10cm 20cm
Scale
162 GUNTAWONG ROAD, RIVERSTONE
RESIDENTIAL SUBDIVISION
CIVIL ENGINEERING PLANS
DEVELOPMENT APPLICATION
Issue Description Date Design Manager Project No.
Drawing Title
ScaleDwg. No. Issue
A1
A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .
Certification By:
The Bathla Group
137 Gilba Road
Girraween Sydney NSW 2145
EMAIL : [email protected]
PHONE : 02 9688 4762
WEB : www.8squared.com.au
Council
Blacktown City Council
A
ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A
LEGEND
FINISHED CONTOUR32.0
PROPOSED CATCHMENT BOUNDARY
PROPOSED STORMWATER DRAINAGE
LOT BOUNDARY
INTERNAL STOMWATER CATCHMENT (REFER
TO STOMWATER PLANS FOR MORE DETAILS)
EXTERNAL GUNTAWONG ROAD CATCHMENT
(TO BE COLLECTED VIA DRAINAGE SYSTEM
AND CONVEYED TO PROPOSED OUTLET)
INTERNAL CATCHMENT
EXTERNAL OVERLAND
CLEANWATER CATCHMENT
EXISTING WATER MAIN
EXISTING GAS
PROPOSED GULLY PIT
INSET A
SCALE 1:500m
FO
R C
ON
TIN
UA
TIO
N R
EF
ER
T
O IN
SE
T A
FO
R C
ON
TIN
UA
TIO
N R
EF
ER
A
BO
VE
30 m20100
SCALE 1:500 @ A1