proposed residence for: dawodu & akinshola
TRANSCRIPT
PROPOSED NEW RESIDENCE FOR
AT
COPYRIGHT HOTONDO PTY LTDRev Amendment DateA 23/09/21
DATE ........./.........../.................
BUILDER .......................................
DATE ........./.........../.................
CLIENT .......................................
PRELIMINARY DRAWINGS
DrawnVN-EM
THIS DRAWING REMAINS THE PROPERTY OF HOTONDO PTY LTD AND IS PROVIDEDFOR THE USE AS DESCRIBED AND MAY NOT BE USED OR REPRODUCED IN WHOLE
OR IN PART WITHOUT WRITTEN CONSENT
DAWODU & AKINSHOLA
LOT 78 DP 1274510NO. 16 MOUNTAIN VISTAORANGE, NSW 2800
SCALE
DATEDRAWN
DWG No.JOB No.00
13/10/21VN-GB
SHEET SIZE A3
000224
PRELIMINARY
MODIFIED KALARA 253BASIX CERT. No.
PLAN
TITLE
FACADE
TRADITIONALB 07/10/21WORKING DRAWINGS VN-EMC 13/10/21VO1 VN-GB
COVER SHEET
SPECIFICATIONSGENERAL- IT IS RESPONSIBILITY OF BUILDER TO VERIFY ALL DOCUMENTS AS TO THEIR ACCURACY AND SUITABILITY- PLANS TO BE READ IN CONJUNCTION WITH ENGINEER'S DETAILS WHERE APPLICABLE- NCC - NATIONAL CONSTRUCTION CODE - VOLUME 2 - HOUSING PROVISIONSSTATUTORY REQUIREMENTS- ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NCC CONDITIONS IMPOSED BY LOCAL AUTHORITY, & COMMITMENTS NOTED IN RELEVANT BASIX CERTIFICATE- THE BUILDER IS TO COMPLY WITH REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION OVER BUILDING WORKS AND PROVISIONS OF THE HOME BUILDING ACT.- BUILDER SHALL PROVIDE TEMPORARY TOILET FACILITIES FOR THE USE OF THE SUBCONTRACTORSNCC REQUIREMENTS- ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH ENGINEER'S DETAILS & PART 3.1.1 OF NCC. ALL EXCAVATIONS & UNDERFLOOR FILL SHALL BE IN ACCORDANCE WITH ENGINEER'S DETAILS & PART 3.2.2 OF NCC- PRIMARY BUILDING ELEMENTS TO BE PROTECTED FROM SUBTERRENEAN TERMITES IN ACCORDANCE WITH PART 3.1.4 OF NCC- PROVIDE ADEQUATE CROSS VENTILATION TO SPACE UNDER SUSPENDED GROUND FLOORS IN ACCORDANCE WITH PART 3.4.1 OF NCC- STORMWATER DRAINAGE SHALL BE CARRIED OUT IN ACCORDANCE WITH PART 3.1.3 OF NCC- ALL TIMBER FRAMEWORK SHALL COMPLY WITH PART 3.4.1 OF NCC OR AS1684- ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AS1720 & INSTALLED IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS- STRIP & SHEET FLOORING SHALL BE INSTALLED IN ACCORDANCE WITH AS1684- STEEL FRAMING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & PART 3.4.2 OF NCC- ALL ROOF CLADDING SHALL COMPLY WITH PART 3.5.1 OF NCC, & INSTALLED IN ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS- GUTTERS & DOWNPIPES SHALL BE IN ACCORDANCE WITH PART 3.5.3 OF NCC- SARKING SHALL COMPLY WITH AS/NZS4200.1 & 2- FLASHING SHALL COMPLY WITH EITHER AS4773 OR AS3700- CLAY BRICK WORK SHALL COMPLY WITH EITHER AS4773 OR AS3700- CONCRETE BLOCK WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH EITHER AS4773 OR AS3700- AUTOCLAVED AERATED CONCRETE PRODUCTS SHALL E INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AS 5416.1- DAMP PROOF COURSES & CAVITY VENTILATION SHALL COMPLY WITH EITHER AS4773 OR AS3700- MORTAR & JOINT TOLERANCES SHALL BE IN ACCORDANCE WITH EITHER AS4773 OR AS3700- MASONRY ACCESSORIES SHALL COMPLY WITH EITHER AS4773 OR AS3700 APPROPRIATE TIES SHALL BE PROVIDED TO ARTICULATED MASONRY JOINTS- LINTELS USED TO SUPPORT BRICKWORK OVER OPENINGS & BE PROTECTED FROM CORROSION SHALL COMPLY WITH EITHER AS4773 OR AS3700- MASONRY VENEER SHALL COMPLY WITH PART 3.3.5 OF NCC- ENGAGED PIERS IN SINGLE LEAF MASONRY WALLS SHALL BE CONSTRUCTED IN ACCORDAANCE WITH EITHER AS4773 OR AS3700- INTERNAL WET AREAS & BALCONIES OVER HABITABLE ROOMS TO BE WATERPROOFED IN ACCORDANCE WITH PART 3.8.1 OF NCC. WET AREA WALL LINING TO BE FIXED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS- ALL TIMBER DOOR & DOOR SETS SHALL BE MANUFACTURED IN ACCORDANCE WITH AS2688 & AS2689 UNLESS NOTED OTHERWISE IN THE SCHEDULE OF WORKS- WINDOWS & DOORS SHALL BE MANUFACTURED & INSTALLED IN ACCORDANCE WITH AS 2047- ALL GLAZING SHALL COMPLY WITH PART 3.6 OF NCC- STAIR & RAMP CONSTRUCTION SHALL BE IN ACCORDANCE WITH PART 3.9.1 OF NCC- BALUSTRADES SHALL BE IN ACCORDANCE WITH PART 3.9.2 OF NCC- ALL PLUMBING SHALL COMPLY WITH REQUIREMENTS OF RELEVANT SUPPLY AUTHORITY & AS3500, & BE CARRIED OUT BY A LICENSED PLUMBER- ALL ELECTRICAL WORK SHALL COMPLY WITH REQUIREMENTS OF RELEVANT SUPPLY AUTHORITY & AS3000 & BE CARRIED OUT BY LICENSED ELECTRICIAN- ALL GAS INSTALLATIONS SHALL COMPLY WITH REQUIREMENTS OF RELEVANT SUPPLY AUTHORITY, & BE CARRIED OUT BY A LICENSED GAS FITTER- PROVIDE & INSTALL HARD WIRED SMOKE ALRAMS IN ACCORDANCE WITH AS3786 & PART 3.7.5 OF NCC- INSTALLATION OF WALL & FLOOR TILES SHALL BE IN ACCORDANCE WITH AS3958.1- BUILDING TO BE SEALED TO THE REQUIREMENTS OF PART 3.12.3 OF NCC, INCLUDING CHIMNEY'S, FLUES, ROOF LIGHTS, EXTERNAL WINDOWS & DOORS, EXHAUST FANS, ROOF, WALLS, & FLOORS.- SERVICES ARE TO BE INSTALLED TO THE REQUIREMENTS OF NSW PART 3.12.5 OF BCA, INCLUDING HOT WATER SUPPLY, INSULATION OF SERVICES, CENTRAL HEATING WATER PIPING, HEATING & COOLING DUCTWORK- MECHANICAL VENTILATION IS TO BE INSTALLED IN ACCORDANCE WITH PART 3.8.5 OF NCC- INWARD SWINGING WC DOORS ARE TO BE FITTED WITH LIFT OFF HINGES TO COMPLY WITH PART 3.8.3.3 OF NCC- CONDENSATION MANAGEMENT TO COMPLY WITH PART 3.8.7 OF NCC- FIRE HAZARD PROPERTIES TO COMPLY WITH PART 3.7.1.2 OF NCC- WALL CLADDING TO COMPLY WITH PART 3.5.4 OF NCC
Drawing List
Sheet No.
0001-101-201-302-102-202-303-103-20405-105-205-30607-107-207-30809-109-209-3
Sheet Name
COVER SHEETSITE PLANSHADOW DIAGRAMSHADOW DIAGRAMGROUND FLOOR PLANFIRST FLOOR PLANROOF PLANELEVATIONSELEVATIONSPERSPECTIVESSECTIONSECTIONDETAILSSTAIRS LAYOUTSLAB LAYOUTREDACTED PLANBRICKWORK SETOUTKITCHEN DETAILSWET AREA DETAILSWET AREA DETAILSFITOUT AREA DETAILS
PROPOSED RESIDENCE FOR:DAWODU & AKINSHOLALOT 78 DP 1274510NO. 16 MOUNTAIN VISTAORANGE, NSW 2800
PROPOSED NEW RESIDENCE FOR
AT
COPYRIGHT HOTONDO PTY LTDRev
AmendmentDate
A23/09/21
DATE ........./.........../.................
BUILDER .......................................
DATE ........./.........../.................
CLIENT .......................................
PRELIMINARY DRAWINGS
DrawnVN-EM
THIS DRAWING REMAINS THE PROPERTY OF HOTONDO PTY LTD AND IS PROVIDED
FOR THE USE AS DESCRIBED AND MAY NOT BE USED OR REPRODUCED IN WHOLE
OR IN PART WITHOUT W
RITTEN CONSENT
DAWODU & AKINSHOLA
LOT 78 DP 1274510NO. 16 MOUNTAIN VISTAORANGE, NSW
2800
SCALE
DATEDRAW
NDW
G No.JOB No.
01-1
13/10/21VN-GB
SHEET SIZEA3 1:200
000224
PRELIMINARY
MODIFIED KALARA 253BASIX CERT. No.
PLAN
TITLE
FACADETRADITIONALB
07/10/21W
ORKING DRAWINGS
VN-EMC
13/10/21VO1
VN-GB
SITE PLAN 20m MAXIMUM(UNLESS STATED OTHERW
ISE ON PROJECT PLAN)
MINIMUM1.5m
1500 STAR PICKETS
500 MINIMUM 500-600
SEDIM
ENT FEN
CE
SECTION A-A
A
A
ELEVATION
PLAN
FLOW
STAR PICKETS AT MAXIMUM3.0m SPACINGS
SELF SUPPORTINGGEOTEXTILE
DIRECTION OF FLOW
ON SOIL - 150x100 TRENCHW
ITH COMPACTED BACKFILLON ROCK - SET INTOSURFACE CONCRETE
DISTURBED AREA
UNDISTURBED AREA
SD6-8
1.5m STAR PICKETS ATMAXIMUM 3.0m SPACINGS
Construction N
otes1. Construct sediment fence as close as possible to parallel with the contours of the site.2. Drive 1.5m long star pickets into ground, 3.0m apart.3. Dig a 150mm deep trench along the upslope line of the fence for the bottom of the fabric to be
entrenched.4. Backfill trench over base of fabric.5. Fix self-supporting geotextile to upslope side of posts with wire ties or as recommended by
geotextile manufacturer.6. Join sections of fabric at support posts with a 150mm overlap.
NOTE:-ALL LEVELS SHOW
N ARE NOMINAL-FINAL LEVELS ARE TO BE DETERMINED ON-SITE TO BEST SUIT GRADE & FALLS
STANDARD NOTES1. ALL W
RITTEN DIMENSION TAKEPRECEDENCE OVER SCALE.2. ALL ROOF BEAMS. LINTELS ANDBRICKW
ORK ANGLES TO TRUSS/WALL
FRAME MANUFACTURER'SSPECIFICATIONS AND ENGINEERSVERIFICATION.3. W
C DOORS TO COMPLY WITH NCC VOL 2
PT 3.8.3.3.4. ALL W
ET AREAS TO BE COMPLETED INACCORDANCE W
ITH NCC VOL 2 PT 3.8.1.5. ENGINEER DESIGNED - PREFABRICATEDTIMBER ROOF TRUSSES AS PERMANUFACTURER'S SPECIFICATIONS. (600CTS UNLESS NOTED OTHERW
ISE).6. 90mm PREFABRICATED TIMBER W
ALLFRAMES AS PER MANUFACTURER'SSPECIFICATIONS, U.N.O.7. BUILDER & TRADES ARE TO CONFIRMALL MEASUREMENTS, DETAILS &SPECIFICATIONS PRIOR TO SET-OUT BEORDERING OF MATERIALS.8. REPORT ANY ERRORS FORCLARIFICATION/CORRECTION AS NORESPONSIBILITY W
ILL BE TAKEN AFTERCONSTRUCTION HAS COMMENCED.9. ALL ELECTRICAL APPLIANCE &PLUMBING SYMBOLS ARE DIAGRAMMATICONLY. REFER TO BUILDERSSPECIFICATION FOR DETAILS OF ALLFIXTURES.10. SIZE AND LOCATION OF DOW
NPIPES TOBE CONFIRMED ON SITE BY BUILDER.11. ALL W
ORK TO BE CONSTRUCTED INACCORDANCE W
ITH THE BUILDING CODEOF AUSTRALIA AND RELEVANT TRADE ANDTECHNICAL MANUALS.
DP
DPDPDP
DPDP
DP
DP
6,078
5,309 5,161
4,9924,550
58,969
3,0006,000
51.33 m2
PORCHFFL @
874.21
METERBOXINST.HW
S
872 .6 38 72 .8 3 8 73 .1 0 8 73 .3 8
8 73 .6 5
8 72 .3 48 72 .4 8
8 72 .8 1
8 73 .6 8
8 74 .5 8
8 75 .5 2
8 76 .4 9
8 77 .4 8
8 78 .4 5
8 79 .3 6
8 80 .2 4
8 79 .6 4
8 78 .8 6
8 77 .9 1
8 77 .0 2
8 76 .1 7
8 75 .3 2
8 74 .4 8
8 73 .6 6
8 73 .11 8 73 .4 4
8 74 .2 1
8 74 .8 9
8 75 .7 4
8 76 .5 4
8 77 .3 7
8 78 .3 3
8 79 .0 38 78 .9 6
8 78 .1 3
8 77 .2 4
8 76 .4 1
8 75 .5 8
8 74 .8 5
8 74 .1 8
8 73 .6 3
8 7 3 .7 8
874 .3 7
8 75 .11
8 75 .7 7
8 76 .6 3
8 77 .4 8
8 78 .2 6
8 79 .0 0
R 57.62A 17.19
C 1 7 .1 2 5 1 8 °0 6 '2 5 "
279 °13 '50 "81.615
99 °13 '50 "78 .95
875.00 875.00
876.00 876.00
877.00 877.00
878.00878.00
879.00
879.00
880.00
9°48 '10 "3 .08RL 8 7 2 .6 2
D H & W I N G
B E N C H M A R K
(S M )(S M )(S M )
V A C A N T 21 6 1 6 mV A C A N T
7 880
VISTAMOUNTAIN
C O N C R E T ED R I V E W A Y
C O N C R E T ED R I V E W A Y
N B N P I TE L E C T R I C I T Y P I L L A R
S E W E R M A N H O L EW A T E R S U P P L Y
S E W E R J U N C T I O N
S E W E R M A N H O L ES E W E R J U N C T I O N
S T R E E T L I G H TW A T E R S U P P L Y
U P R I G H T 1 5 0 m m C O N C R E T EK E R B & G U T T E R
K E R BI N L E T P I T
GARAGEFFL @
874.13
CROSSOVER TOCOUNCIL
REQUIREMENTSDRIVEW
AY BYBUILDER
FFL @ 874.30
LOT 78PROPOSEDDW
ELLINGFFL @
875.67
SETOUT
SETBACK
SETBACK SETBACK
SETBACK
SETBACK
SETBACK TO B 'DRY
SETBACK
-570+202
+628-570
AREASLocation
GROUND FLOORGARAGEPORCHUPPER FLOOR
Area139.8836.542.8474.53253.79 m
2
AREA [m2 ON THE FLAT]124.07
AREA [m2 ON THE RAKE]134.60
ROOF AREAS (COLORBOND)
Site Area
Name
AreaPercentage Of
Area UsedBuilt Area (Garage,House, Alfresco & Porch)
179.26m²11.09%
Site Remaining1407.2m²
87.08%Driveway
29.54m²1.83%
Grand total: 31616 m
²100%
MOUNTAIN
1SITE PLAN1:200
PROPOSED NEW RESIDENCE FOR
AT
COPYRIGHT HOTONDO PTY LTDRev Amendment DateA 23/09/21
DATE ........./.........../.................
BUILDER .......................................
DATE ........./.........../.................
CLIENT .......................................
PRELIMINARY DRAWINGS
DrawnVN-EM
THIS DRAWING REMAINS THE PROPERTY OF HOTONDO PTY LTD AND IS PROVIDEDFOR THE USE AS DESCRIBED AND MAY NOT BE USED OR REPRODUCED IN WHOLE
OR IN PART WITHOUT WRITTEN CONSENT
DAWODU & AKINSHOLA
LOT 78 DP 1274510NO. 16 MOUNTAIN VISTAORANGE, NSW 2800
SCALE
DATEDRAWN
DWG No.JOB No.03-2
13/10/21VN-GB
SHEET SIZE A31:100
000224
PRELIMINARY
MODIFIED KALARA 253BASIX CERT. No.
PLAN
TITLE
FACADE
TRADITIONALB 07/10/21WORKING DRAWINGS VN-EMC 13/10/21VO1 VN-GB
ELEVATIONS
FLF2
CL
FLF1
876.000
875.005
CLFLF3
CL
3493
2636
4c
25c
13c
25c
2,400
2,400
300
2,440
6,614
450
450
450450
JAMES HARDIEHARDIPLANKSMOOTH 230
SELECTED COLORBONDROOF @ 22.5º PITCH
SELECTED FASCIAAND GUTTER
FLASHING
FACEBRICK
FACEBRICK
EAVES
EAVES
EAVESEAVES
1:100NORTH ELEVATION
874.210
873.780
874.370
BRICK PIER
ALUMINUM FRAMEDWINDOWS AND DOORS
FLF2
GFL
CL
8c
FL
25c
0c 4c
11c
25c
4c
11c
25c
-17c
2,486
2,440
450
450
450
450
JAMES HARDIEHARDIPLANKSMOOTH 230
SELECTED COLORBONDROOF @ 22.5º PITCH
SELECTED FASCIAAND GUTTER
FLASHING
FLASHING
FACE
BRIC
K
EAVES
EAVES
EAVES
EAVES
EAVES
1:100EAST ELEVATION
876.170
ALUMINUM FRAMEDWINDOWS AND DOORS
PROTECTION OF OPENABLE WINDOWS AS PER B.C.ACONDITION 3.9.2.5A WINDOW OPENING MUST BE PROVIDED WITH PROTECTION IF THE FLOOR BELOWTHE WINDOW IN A BEDROOM IS 2m OR MORE ABOVE THE SURFACE BENEATH.WHERE THE LOWEST LEVEL OF A WINDOW OPENING IS LESS THAN 1.7m ABOVE THEFLOOR, A KEYED LOCK MUST BE FITTED SO AS TO RESTRICT THE WINDOW OPENINGTO A MAX 125mm
PROPOSED NEW RESIDENCE FOR
AT
COPYRIGHT HOTONDO PTY LTDRev Amendment DateA 23/09/21
DATE ........./.........../.................
BUILDER .......................................
DATE ........./.........../.................
CLIENT .......................................
PRELIMINARY DRAWINGS
DrawnVN-EM
THIS DRAWING REMAINS THE PROPERTY OF HOTONDO PTY LTD AND IS PROVIDEDFOR THE USE AS DESCRIBED AND MAY NOT BE USED OR REPRODUCED IN WHOLE
OR IN PART WITHOUT WRITTEN CONSENT
DAWODU & AKINSHOLA
LOT 78 DP 1274510NO. 16 MOUNTAIN VISTAORANGE, NSW 2800
SCALE
DATEDRAWN
DWG No.JOB No.03-1
13/10/21VN-GB
SHEET SIZE A31:100
000224
PRELIMINARY
MODIFIED KALARA 253BASIX CERT. No.
PLAN
TITLE
FACADE
TRADITIONALB 07/10/21WORKING DRAWINGS VN-EMC 13/10/21VO1 VN-GB
ELEVATIONS
FLF1
CL
GFL
FLF3
CL
3493
9c
CL
1693
2293 2293
3493
1693
2293
3493
1693
-5c-12c
2,400
300
2,400
2,572
6,614
450 450
JAMES HARDIEHARDIPLANKSMOOTH 230
SELECTED COLORBONDROOF @ 22.5º PITCH
SELECTED FASCIAAND GUTTER
BARGE & CAPPING
BARGE & CAPPING
FACEBRICK
EAVES EAVES
1:100WEST ELEVATION
873.880873.780
873.680
ALUMINUM FRAMEDWINDOWS AND DOORS
REMOTE CONTROLSECTIONAL DOOR
(PANEL-LIFT)
FLF1
CL
FLF2
CL
FLF3
CL
3493
2636 2293
3493
9c
-12c
0c
25c
17c 10c
876.000
873.000
2,400
300
2,400
2,400
6,634
450450
450
900
JAMES HARDIEHARDIPLANKSMOOTH 230
SELECTED COLORBONDROOF @ 22.5º PITCH
SELECTED FASCIAAND GUTTER
METERBOX
INST.HWS
EAVESEAVES
EAVES
FACEBRICK
FACEBRICK
1:100SOUTH ELEVATION
875.000
874.000
875.6801,3
70
ALUMINUM FRAMEDWINDOWS AND DOORS
PROTECTION OF OPENABLE WINDOWS AS PER B.C.ACONDITION 3.9.2.5A WINDOW OPENING MUST BE PROVIDED WITH PROTECTION IF THE FLOOR BELOWTHE WINDOW IN A BEDROOM IS 2m OR MORE ABOVE THE SURFACE BENEATH.WHERE THE LOWEST LEVEL OF A WINDOW OPENING IS LESS THAN 1.7m ABOVE THEFLOOR, A KEYED LOCK MUST BE FITTED SO AS TO RESTRICT THE WINDOW OPENINGTO A MAX 125mm
PROPOSED NEW RESIDENCE FOR
AT
COPYRIGHT HOTONDO PTY LTDRev Amendment DateA 23/09/21
DATE ........./.........../.................
BUILDER .......................................
DATE ........./.........../.................
CLIENT .......................................
PRELIMINARY DRAWINGS
DrawnVN-EM
THIS DRAWING REMAINS THE PROPERTY OF HOTONDO PTY LTD AND IS PROVIDEDFOR THE USE AS DESCRIBED AND MAY NOT BE USED OR REPRODUCED IN WHOLE
OR IN PART WITHOUT WRITTEN CONSENT
DAWODU & AKINSHOLA
LOT 78 DP 1274510NO. 16 MOUNTAIN VISTAORANGE, NSW 2800
SCALE
DATEDRAWN
DWG No.JOB No.01-2
25/10/21VN-GB
SHEET SIZE A31:800
000224
PRELIMINARY
MODIFIED KALARA 253BASIX CERT. No.
PLAN
TITLE
FACADE
TRADITIONALB 07/10/21WORKING DRAWINGS VN-EMC 13/10/21VO1 VN-GB
SHADOW DIAGRAM
8 7 2 .6 38 7 2 .8 3
8 7 3 .1 08 7 3 .3 8
8 7 3 .6 5
8 7 2 .3 48 7 2 .4 8
8 7 2 .8 1
8 7 3 .6 8
8 7 4 .5 8
8 7 5 .5 2
8 7 6 .4 9
8 7 7 .4 8
8 7 8 .4 5
8 7 9 .3 6
8 8 0 .2 4
8 8 0 .7 4
8 8 1 .1 8
8 8 1 .5 9
8 8 1 .9 7
8 8 2 .1 48 8 2 .2 0
8 8 1 .9 9
8 8 1 .6 9
8 8 1 .3 3
8 8 0 .9 8
8 8 0 .3 0
8 7 9 .6 4
8 7 8 .8 6
8 7 7 .9 1
8 7 7 .0 2
8 7 6 .1 7
8 7 5 .3 2
8 7 4 .4 8
8 7 3 .6 68 7 3 .1 18 7 3 .4 4
8 7 4 .2 1
8 7 4 .8 9
8 7 5 .7 4
8 7 6 .5 4
8 7 7 .3 7
8 7 8 .3 3
8 7 9 .0 3
8 7 9 .8 2
8 8 0 .5 7
8 8 1 .0 9
8 8 1 .4 6
8 8 1 .7 9
8 8 2 .0 98 8 2 .1 8
8 8 1 .8 4
8 8 1 .5 2
8 8 1 .0 5
8 8 0 .4 6
8 7 9 .6 4
8 7 8 .9 6
8 7 8 .1 3
8 7 7 .2 4
8 7 6 .4 1
8 7 5 .5 8
8 7 4 .8 5
8 7 4 .1 8
8 7 3 .6 3
873 .7
8
8 7 4 .3 7
8 7 5 .1 1
8 7 5 .7 7
8 7 6 .6 3
8 7 7 .4 8
8 7 8 .2 6
8 7 9 .0 0
8 7 9 .7 7
8 8 0 .5 5
8 8 1 .1 6
8 8 1 .6 8
8 8 1 .9 3
8 8 2 .2 38 8 2 .1 5
189°
1 3'3 0
"4.5
6 5
R 57
.62A
17.19
C 17
.125 1 8
°06 '2
5 "2 7 9 °1 3 '5 0 "
81.615
189°
16'25
"15
.4 35
9 9 °1 3 '5 0 " 7 8 .9 5
875.
0087
5.00
876.
0087
6.00
877.
0087
7.00
878.
0087
8.00
879.
00
879.
00
880.
00
880.
00
881.00
881.
00
882.
00
882.00
9°4 8
'1 0"
3.08
R L 8 7 2 .6 2
D H & WI N G
B E N C H M A R K
(SM
) - P
ROPO
SED
EASE
MEN
T TO
D
RAIN
SEW
AGE
2.5
WID
E
& V
ARIA
BLE
WID
TH
(SM
)
(SM
)
(SM
)(S
M)(S
M)
NOT E
: BO U
NDAR
I ES
A RE
NOT
F ENC
ED U
N LE S
SS H
OWN
O TH E
RWI S
E
NOT E
: BO U
NDAR
I ES
S HOW
NHE
REON
ARE
PRO
V IS I
O NA L
ONL Y
A ND
S UB J
ECT
TO I N
VEST
IGAT
ION A
NDRE
G IS T
RAT I
ON B
Y T H
EL A
ND R
EGI S
TRY
S ERV
I CES
MET
ALFE
NCE
VACA
NT
VACA
NTVA
CANT
VACA
NT2
1 61 6
mVA
CANT
UN
REG
ISTE
RED
P
LAN
79
7677
7880
DP
125
931826
2757
56
VIST
AM
OUN
TAIN
CONC
RETE
DRIV
EWAY
CONC
RETE
DRIV
EWAY
NBN
PIT
ELEC
TRIC
ITY
PILL
AR
SEW
ER M
ANHO
LEW
ATER
SUP
PLY
SEW
ER JU
NCTI
ON
SEW
ER M
ANHO
LESE
WER
JUNC
TIO
N
STRE
ET L
IGHT
WAT
ER S
UPPL
Y
UPRI
GHT
150
mm
CO
NCRE
TEKE
RB &
GUT
TER
KERB
INLE
T PI
T
DATE
OF S
URVE
Y 21/0
4/21
IN R
EPLY
PLE
ASE
QU
OTE
:
3522
1
8 7 2 .6 38 7 2 .8 3
8 7 3 .1 08 7 3 .3 8
8 7 3 .6 5
8 7 2 .3 48 7 2 .4 8
8 7 2 .8 1
8 7 3 .6 8
8 7 4 .5 8
8 7 5 .5 2
8 7 6 .4 9
8 7 7 .4 8
8 7 8 .4 5
8 7 9 .3 6
8 8 0 .2 4
8 8 0 .7 4
8 8 1 .1 8
8 8 1 .5 9
8 8 1 .9 7
8 8 2 .1 48 8 2 .2 0
8 8 1 .9 9
8 8 1 .6 9
8 8 1 .3 3
8 8 0 .9 8
8 8 0 .3 0
8 7 9 .6 4
8 7 8 .8 6
8 7 7 .9 1
8 7 7 .0 2
8 7 6 .1 7
8 7 5 .3 2
8 7 4 .4 8
8 7 3 .6 68 7 3 .1 18 7 3 .4 4
8 7 4 .2 1
8 7 4 .8 9
8 7 5 .7 4
8 7 6 .5 4
8 7 7 .3 7
8 7 8 .3 3
8 7 9 .0 3
8 7 9 .8 2
8 8 0 .5 7
8 8 1 .0 9
8 8 1 .4 6
8 8 1 .7 9
8 8 2 .0 98 8 2 .1 8
8 8 1 .8 4
8 8 1 .5 2
8 8 1 .0 5
8 8 0 .4 6
8 7 9 .6 4
8 7 8 .9 6
8 7 8 .1 3
8 7 7 .2 4
8 7 6 .4 1
8 7 5 .5 8
8 7 4 .8 5
8 7 4 .1 8
8 7 3 .6 3
873 .7
8
8 7 4 .3 7
8 7 5 .1 1
8 7 5 .7 7
8 7 6 .6 3
8 7 7 .4 8
8 7 8 .2 6
8 7 9 .0 0
8 7 9 .7 7
8 8 0 .5 5
8 8 1 .1 6
8 8 1 .6 8
8 8 1 .9 3
8 8 2 .2 38 8 2 .1 5
1 89°
1 3'3 0
"4.5
6 5
R 57
.62A
17.19
C 17
.125 1 8
°06 '2
5 "
2 7 9 °1 3 '5 0 "81.615
189°
16'25
"15
.4 35
9 9 °1 3 '5 0 " 7 8 .9 5
875.
0087
5.00
876.
0087
6.00
877.
0087
7.00
878.
0087
8.00
879.
00
879.
00
880.
00
880.
00
881.00
881.
00
882.
00
882.00
9°4 8
'1 0"
3.08
R L 8 7 2 .6 2
D H & WI N G
B E N C H M A R K
(SM
) - P
ROPO
SED
EASE
MEN
T TO
D
RAIN
SEW
AGE
2.5
WID
E
& V
ARIA
BLE
WID
TH
(SM
)
(SM
)
(SM
)(S
M)(S
M)
NOT E
: BOU
NDAR
I ES
A RE
NOT
F ENC
ED U
N LE S
SS H
OWN
O TH E
RWI S
E
NOT E
: BO U
NDAR
I ES
S HOW
NHE
REON
ARE
PRO
V IS I
ONA L
ONLY
A ND
SUB J
ECT
TO I N
V ES T
I GA T
I ON A
NDRE
G IS T
RAT I
ON B
Y TH
ELA
ND R
EGI S
TRY
S ERV
I CE S
MET
ALFE
NCE
VACA
NT
VACA
NTVA
CANT
VACA
NT2
1 61 6
mVA
CANT
UN
REG
ISTE
RED
P
LAN
79
7677
7880
DP
125
931826
2757
56
VIST
AM
OUN
TAIN
CONC
RETE
DRIV
EWAY
CONC
RETE
DRIV
EWAY
NBN
PIT
ELEC
TRIC
ITY
PILL
AR
SEW
ER M
ANHO
LEW
ATER
SUP
PLY
SEW
ER JU
NCTI
ON
SEW
ER M
ANHO
LESE
WER
JUNC
TIO
N
STRE
ET L
IGHT
WAT
ER S
UPPL
Y
UPRI
GHT
150
mm
CO
NCRE
TEKE
RB &
GUT
TER
KERB
INLE
T PI
T
DATE
OF S
URVE
Y 21/0
4/21
IN R
EPLY
PLE
ASE
QU
OTE
:
3522
1
8 7 2 .6 38 7 2 .8 3
8 7 3 .1 08 7 3 .3 8
8 7 3 .6 5
8 7 2 .3 48 7 2 .4 8
8 7 2 .8 1
8 7 3 .6 8
8 7 4 .5 8
8 7 5 .5 2
8 7 6 .4 9
8 7 7 .4 8
8 7 8 .4 5
8 7 9 .3 6
8 8 0 .2 4
8 8 0 .7 4
8 8 1 .1 8
8 8 1 .5 9
8 8 1 .9 7
8 8 2 .1 48 8 2 .2 0
8 8 1 .9 9
8 8 1 .6 9
8 8 1 .3 3
8 8 0 .9 8
8 8 0 .3 0
8 7 9 .6 4
8 7 8 .8 6
8 7 7 .9 1
8 7 7 .0 2
8 7 6 .1 7
8 7 5 .3 2
8 7 4 .4 8
8 7 3 .6 68 7 3 .1 18 7 3 .4 4
8 7 4 .2 1
8 7 4 .8 9
8 7 5 .7 4
8 7 6 .5 4
8 7 7 .3 7
8 7 8 .3 3
8 7 9 .0 3
8 7 9 .8 2
8 8 0 .5 7
8 8 1 .0 9
8 8 1 .4 6
8 8 1 .7 9
8 8 2 .0 98 8 2 .1 8
8 8 1 .8 4
8 8 1 .5 2
8 8 1 .0 5
8 8 0 .4 6
8 7 9 .6 4
8 7 8 .9 6
8 7 8 .1 3
8 7 7 .2 4
8 7 6 .4 1
8 7 5 .5 8
8 7 4 .8 5
8 7 4 .1 8
8 7 3 .6 3
873 .7
8
8 7 4 .3 7
8 7 5 .1 1
8 7 5 .7 7
8 7 6 .6 3
8 7 7 .4 8
8 7 8 .2 6
8 7 9 .0 0
8 7 9 .7 7
8 8 0 .5 5
8 8 1 .1 6
8 8 1 .6 8
8 8 1 .9 3
8 8 2 .2 38 8 2 .1 5
189°
1 3'3 0
"4.5
6 5
R 57
.62A
17.19
C 17
.125 1 8
°06 '2
5 "
2 7 9 °1 3 '5 0 "81.615
189°
16'25
"15
.4 35
9 9 °1 3 '5 0 " 7 8 .9 5
875.
0087
5.00
876.
0087
6.00
877.
0087
7.00
878.
0087
8.00
879.
00
879.
00
880.
00
880.
00
881.00
881.
00
882.
00
882.00
9°4 8
'1 0"
3.08
R L 8 7 2 .6 2
D H & WI N G
B E N C H M A R K
(SM
) - P
ROPO
SED
EASE
MEN
T TO
D
RAIN
SEW
AGE
2.5
WID
E
& V
ARIA
BLE
WID
TH
(SM
)
(SM
)
(SM
)(S
M)(S
M)
NOT E
: BOU
NDAR
I ES
A RE
NOT
F ENC
ED U
N LE S
SS H
OWN
O TH E
RWI S
E
NOT E
: BO U
NDAR
I ES
S HOW
NHE
REON
ARE
PRO
V IS I
ONA L
ONL Y
AND
SUB J
ECT
TO I N
VEST
IGAT
ION A
NDRE
G IS T
RAT I
ON B
Y TH
ELA
ND R
EGI S
TRY
S ERV
I CES
MET
ALFE
NCE
VACA
NT
VACA
NTVA
CANT
VACA
NT2
1 61 6
mVA
CANT
UN
REG
ISTE
RED
P
LAN
79
7677
7880
DP
125
931826
2757
56
VIST
AM
OUN
TAIN
CONC
RETE
DRIV
EWAY
CONC
RETE
DRIV
EWAY
NBN
PIT
ELEC
TRIC
ITY
PILL
AR
SEW
ER M
ANHO
LEW
ATER
SUP
PLY
SEW
ER JU
NCTI
ON
SEW
ER M
ANHO
LESE
WER
JUNC
TIO
N
STRE
ET L
IGHT
WAT
ER S
UPPL
Y
UPRI
GHT
150
mm
CO
NCRE
TEKE
RB &
GUT
TER
KERB
INLE
T PI
T
DATE
OF S
URVE
Y 21/0
4/21
IN R
EPLY
PLE
ASE
QU
OTE
:
3522
1
SCALE 1:800
SHADOW DIAGRAMJUNE 21 - 9AM
SCALE 1:800
SHADOW DIAGRAMJUNE 21 - 12NN
N N
SCALE 1:800
SHADOW DIAGRAMJUNE 21 - 3PM
N