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3.78
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5.10
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0.00
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0.93
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9.18
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5.91
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0.00 Ch
: 44.
96
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7.47
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1.48
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3.14
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0.00
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00.0
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20.0
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22.1
7
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32.0
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40.0
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42.2
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Ch: 12.64
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2.49
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5.33
1.5166.07m
166.15m
166.25m
166.35m
162.92m
163.08m
162.97m
162.88m
162.
5
163
163.
5
164 16
4.5 16
5 165.
5 166 166.
5
166.
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166
165.
5
165
164.
5
164
163.
5
163
162.
5
162
167 16
7
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1.20
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2.70
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Ch: 26
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2.04
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3.24
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6.17
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7.37
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9.80
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1.00
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0.00
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1.20
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0.54
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8.20
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Ch: 142.90
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D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
1COVER SHEET
N
4.9
6.4
4.9
2.6 3.66.2
4.9
2.1
PLANSCALE 1:250
WO
NGA
RO
AD1.
5
1.5
TBM 1
TBM 2
LINE OF EXISTING LOGS A
A
B
B
RESHAPE LANDSCAPING AREA TO DIRECTWATER AWAY FROM LIFTED PARKING BAYS.
REPLACE DAMAGED PIT LID WITH CLASS B LIGHT WEIGHT PIT LIDAND FRAME AS PER MAROONDAH CITY COUNCIL STANDARDDRAWING MCC-203.
REINSTATE TRAFFIC SIGN
RELOCATE LETTER BOX
REMOVE AND DISPOSE EXISTING ROCK WALL
MODIFIED KERB AND CHANNEL WITH40mm BULLNOSE AS PER DETAIL.
INSTALL SQUARE 'PYRAMID TOP' TIMBER BOLLARDS AT 1.5m SPACING, 1.0m CLEAROF EDGE AS PER MCC INFRASTRUCTURE AND LANDSCAPE GUIDELINES (TYP).
1.5
7.9
REMOVE BOLLARD.
REMOVE ALL REDUNDANT BOLLARDS AS SHOWNOR DIRECTED BY SUPERINTENDENT (TYP).
INSTALL YELLOW, 100mm Ø, SPIKED PARKINGDOTS TO DELINEATE BAYS (TYP).
LOCALITY PLANMELWAY REF 50 A2
NOT TO SCALE
SITE OF WORKS
CC
S1 S1
S3
S1/S2S1 TRANSITION TO MODIFIED KERB ANDCHANNEL OVER 1.5m (TYP).
INSTALL CLASS D TRENCH GRATE AS PER DETAIL (SVCGRT3020D OR APPROVED EQUIVALENT).
Ø 15
0mm
2.42.4
2.4
5.4
3.5
6.3
5.9
5.9
5.4
2.9
2.4 2.4 2.4
5.4
1.5
1.5
RETAINING WALL 2
RETAINING WALL 1
2.1
DRAWING INDEXCD016 - 1 COVER SHEET
CD016 - 2 DETAIL SHEET
CD016 - 3 SETOUT SHEET 1CD016 - 4 SETOUT SHEET 2
CD016 - 5 LONGITUDINAL SECTIONS SHEET 1CD016 - 6 LONGITUDINAL SECTIONS SHEET 2CD016 - 7 LONGITUDINAL SECTIONS SHEET 3
CD016 - 8 CROSS SECTIONS SHEET 1CD016 - 9 CROSS SECTIONS SHEET 2CD016 - 10 CROSS SECTIONS SHEET 3CD016 - 11 CROSS SECTIONS SHEET 4
FULL DEPTH ASPHALT CONSTRUCTION
REMOVE TOPPING SURFACE, GENTLY DECOMPACT SUBGRADE, TOP SOILTO DESIRED TOP LEVEL, AND MULCH OVER WITH SUITABLE BUSH MULCH
GRAVEL CARPARK
CONCRETE SLEEPER RETAINING WALL
HAND RAIL
LANDSCAPING
NEW LINE MARKING
FUTURE LINE MARKING (AFTER PAVEMENT SEAL)
TRAFFIC SIGNS1 - 90 DEGREE PARKING ONLYS2 - NO STOPPING (R5-35)S3 - NO STOPPING - LEFT ONLY (R5-35)
RETAINING WALL 3
ACCESSIBLE PARKING SPACES SYMBOL OF ACCESS, PARKINGBAY AND SHARED SPACE DELINEATION IN ACCORDANCE WITHAS 1428.1-2009 AND AS 2890.6:2009 (TYP).
GENERAL NOTES1. ALL WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE MAROONDAH CITY COUNCIL STANDARD DRAWINGS, SPECIFICATIONS AND TO THE SATISFACTION OF COUNCIL'S SUPERVISING OFFICER OR HIS/HER APPOINTED REPRESENTATIVE.
2. PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL ASSESS AND VERIFY THE LOCATION OF ALL SERVICES WITH THE RELEVANT AUTHORITIES AND/OR THEIR AGENTS. ANY EXISTING SERVICES SHOWN ON THE DRAWINGS ARE OFFERED AS A GUIDE ONLY AND ARENOT GUARANTEED AS CORRECT.
3. COUNCIL TO BE NOTIFIED SEVEN (7) CLEAR DAYS PRIOR TO COMMENCEMENT OF WORKS.
4. TBM's HAVE BEEN ESTABLISHED AS SHOWN ON THE PLAN BY THE SURVEYOR.
5. ALL LEVELS SHOWN ARE TO A.H.D. AND SET OUT COORDINATES TO M.G.A 94 ZONE 55.
6. ACCESS WAY, FOOTPATHS, RETAINING WALLS AND DRAINAGE ALIGNMENTS ARE TO BE SET OUT BY THE CONTRACTOR AND APPROVED BY THE SUPERINTENDENT BEFORE COMMENCING EXCAVATIONS.
7. KERB TYPES SHALL BE AS SPECIFIED IN ACCORDANCE WITH THE MAROONDAH CITY COUNCIL STANDARD DRAWINGS. TRANSITION LENGTHS BETWEEN DIFFERENT KERB TYPES TO BE OVER 2.0m ONLY IF IT CANNOT BE ACHIEVED AT A PRAM CROSSING ORDRIVEWAY CROSSOVER UNLESS OTHERWISE SPECIFIED.
8. ALL KERB RETURN RADII ARE TO LIP OF KERB UNLESS OTHERWISE SPECIFIED.
9. A SAFE WORK METHOD STATEMENT (SWMS) AND A TRAFFIC MANAGEMENT PLAN IS TO BE PREPARED BY THE CONTRACTOR IN ACCORDANCE WITH AS 1742.3 - 2002 AND THE ROAD MANAGEMENT ACT 2004 WORKSITE SAFETY - TRAFFIC MANAGEMENT CODE OFPRACTICE. ALL DOCUMENTATION IS TO BE APPROVED BY THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF WORK.
10. ALL EXCAVATIONS OF A DEPTH 1.5m OR GREATER MUST COMPLY WITH WORKCOVER VICTORIA. A "NOTICE OF INTENTION TO EXCAVATE..." FORM MUST BE SUBMITTED TO WORKCOVER 3 DAYS PRIOR TO THE WORK EXCAVATIONS.
a. CALL 1800 136 089 TOLL FREE OR 03) 9641 1444 TO OBTAIN FORM.
b. FAX FORM/S TO: 03) 9565 9400 OR 9941 0555.
11. NO EXCAVATION SHALL BE CARRIED OUT WITHIN THE CANOPY DRIP LINE OR 5.0m, WHICHEVER IS GREATER OF ANY EXISTING TREE UNTIL APPROVAL HAS BEEN GIVEN BY COUNCIL'S SUPERVISING OFFICER OR HIS/HER APPOINTED REPRESENTATIVE.
12. A TEMPORARY 1.5m HIGH POST & WIRE FENCE SHALL BE ERECTED AND MAINTAINED AROUND EXISTING TREES, NOMINATED TO BE RETAINED AS PER A TREE PROTECTION ZONE (TPZ) CONDITION, AT ALL TIMES DURING CONSTRUCTION. UNDER NOCIRCUMSTANCES SHALL SITE SHEDS, VEHICLES, MACHINERY AND EQUIPMENT BE STORED OR PLACED WITHIN FENCED ZONE OF THESE TREES.
13. EXISTING SIGNS AND POSTS TO BE REMOVED ARE TO BE REINSTATED AS CLOSE AS POSSIBLE TO THE ORIGINAL LOCATION AS SPECIFIED AND DIRECTED BY THE SUPERINTENDENT.
14. THE CONTRACTOR SHALL TO THE SATISFACTION OF THE COUNCIL'S REPRESENTATIVE PROVIDE AND MAINTAIN ALL NECESSARY WARNING SIGNAGE, LIGHTING AND BARRICADING TO COMPLY WITH THE REQUIREMENTS OF THE ROAD MANAGEMENT ACT.
15. THE CONTRACTOR SHALL MAKE PROPER PROVISION AND TAKE ALL NECESSARY PRECAUTIONS FOR THE LEGAL DIVERSION OF FLOOD AND DRAINAGE WATERS AND THE PROPER DISCHARGING OF FLOWS DURING THE PROGRESS OF THE WORKS.
16. APPROPRIATE SILTATION CONTROL IS TO BE CARRIED OUT DURING THE CONSTRUCTION AND MAINTENANCE PERIOD IN ACCORDANCE WITH MAROONDAH CITY COUNCIL REQUIREMENTS.
17. ALL CONCRETE TO BE USED IN THE CONTRACT WORKS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 25 MPA AT 28 DAYS UNLESS OTHERWISE SPECIFIED
18. ALL DRAINAGE PIPES ARE TO BE REINFORCED CONCRETE RUBBER RING JOINTED AS A MINIMUM UNLESS OTHERWISE APPROVED. ALL P.V.C. PIPES TO BE CLASS SH UNLESS OTHERWISE APPROVED.
19. DRAINAGE TRENCHES WITHIN ROAD RESERVE AND PAVED AREAS TO BE BACKFILLED AND REINSTATED AS PER MAROONDAH CITY COUNCIL STANDARD DRAWING MCC-105.
20. ALL PITS TO BE CONSTRUCTED IN ACCORDANCE WITH COUNCIL'S STANDARD DRAWINGS AND AS NOTED ON THE PLAN. PITS DEEPER THAN 1.0m TO HAVE STEP IRONS PROVIDED AS PER MAROONDAH CITY COUNCIL STANDARD DRAWINGS.
21. SHAPE INVERT OF ALL PIT FLOORS WITH MASS CONCRETE TO PROVIDE A SMOOTH TRANSITION BETWEEN PIPES UP TO SPRINGING LINE.
22. ON COMPLETION THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL BUILDING WASTE, RUBBISH AND SPOIL FROM THE SITE. NO SURPLUS TREES, VEGETATION OR OTHER MATERIALS IS TO BE BURNT ON SITE.
PROCEDURES FOR THE PLACEMENT OF COMPACTED FILL23. STRIP OFF ANY TOPSOIL AND ROOT MATTER TO EXPOSE THE SUBGRADE.
24. THE EXPOSED SUBGRADE SHOULD BE MOISTURE CONDITIONED TO WITHIN 3% OF OPTIMUM MOISTURE CONTENT (OMC) AND COMPACTED OVER THE TOP 200MM TO ACHIEVE A MINIMUM DRY DENSITY RATIO OF 95% STANDARD, IN ACCORDANCE WITH AS1289 5.1.1 AND 5.4.1 OR 5.7.1.
25. ANY SOFT OR WEAK AREAS IDENTIFIED DURING THE SUBGRADE PREPARATION PROCESS SHOULD BE REMOVED AND REPLACED WITH SELECT FILL IN LAYERS NOT EXCEEDING 200MM LOOSE THICKNESS AND SHOULD BE COMPACTED TO ACHIEVE A DRY DENSITYRATIO OF AT LEAST 95% STANDARD IN ACCORDANCE WITH AS 1289 5.1.1,5.4.1 OR 5.7.1. EXCAVATIONS TO REMOVE ANY SOFT OR WEAK AREAS SHOULD HAVE SIDE SLOPES BATTERED NOT STEEPER THAN 1H: 1V.
26. EMBANKMENT FILL SHOULD THEN BE PLACED IN LAYERS AND COMPACTED IN ACCORDANCE WITH THE ABOVE REQUIREMENTS, WHILE MAINTAINING THE DESIGNED SLOPES UNTIL THE FINISHED EMBANKMENT LEVEL IS REACHED.
27. MATERIAL FROM SITE EXCAVATIONS TO BE USED AS FILL FOR BATTER OR AS DIRECTED BY THE SUPERINTENDENT.
28. CARE SHOULD BE TAKEN TO ENSURE THAT ALL TOPSOIL MATERIALS AND ORGANIC MATTER ARE NOT USED IN THE EMBANKMENT CONSTRUCTION. TOPSOIL MAY BE USED FOR TOP DRESSING OF THE EMBANKMENT ONCE CONSTRUCTION IS COMPLETE.
PROVIDE ASPHALT EDGE THICKENING AS PER DETAIL (TYP).
FULL DEPTH GRAVEL CARPARK
REMOVE ALL REDUNDANT TIMBER EDGING ASSHOWN OR DIRECTED BY SUPERINTENDENT.
1.1
5.5
1.1
1.5
1.2
CONNECT SUBSURFACE DRAIN TO TO KERB AND CHANNEL VIA100mm STEEL PIPE AND KERB ADAPTOR AS PER MAROONDAHCITY COUNCIL STANDARD DRAWING MCC 304 OR AS DIRECTED.
CONSTRUCT REINFORCED CONCRETE FOOTPATH IN ACCORDANCE WITHMAROONDAH CITY COUNCIL STANDARD DRAWING MCC-403 (TYP).
1.1LINE OF EXISTING LOGS
CONSTRUCT FOOTPATH AS PER MAROONDAH CITYCOUNCIL STANDARD DRAWING MCC-403.
EDGE OF BITUMEN 1
EDGE OF BITUMEN 2
EDGE OF BITUMEN 3
EDGE OF PATH 1
EDGE OF PATH 2
ACCESS WAY CENTRELINE 1
ACCESS WAY CENTRELINE 2
LEGENDASPHALT OVERLAY
S2
ACCESS WAY CENTERLINE 3
GRAVEL CARPARK CL
2.1
0.6
REGRADE CRUSHED ROCK ENTRANCE AS REQUIRED ORDIRECTED BY SUPERINTENDENT (TYP).
CONNECT SUBSURFACE DRAIN TO EXISTING PIT VIA100mm UPVC PIPE OR AS DIRECTED.
RETAINING WALL TO MATCH EXISTING TIMBER RETAINING WALL.
7.5
CONSTRUCT INDUSTRIAL AND HEAVY USE VEHICLECROSSING AS PER MAROONDAH CITY COUNCILSTANDARD DRAWING MCC-502.
INSTALL 125mm X 25mm TREATED PINE EDGING WITH HALFBURIED, INSTALL PEGS AS REQUIRED OR AS DIRECTED.
2.5
25.7
2.5
THICKEN FOOTPATH EDGE AS PER DETAIL IN SECTION C-CFROM CH 170 TO CH 186.
R10 R28
R6
R8
R4
R4
R6.5
R5
INSTALL MODDEX AR20 ASSISTRAIL OR APPROVEDEQUIVALENT WITH STANCHION, RAIL, CLAMPFITTING, T2 CONNECTION AND KERB RAIL AS PERMANUFACTURER'S SPECIFICATION.
D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
2DETAIL PLAN
INSTALL NEW HAND RAIL AT AHEIGHT BETWEEN 0.865m & 1.0mAS PER AS1428.1-2009
1
10
RETAINING WALL DETAILREFER TO MCC-703
SCALE 1:100
0.3 0.2
0.05
0.2
ASPHALT CHANNEL DETAILNOT TO SCALE
0.00
0
2.00
0
4.00
0
6.00
0
8.00
0
10.0
00
CHAINAGE
162.
8916
2.89
162.
7316
2.73
162.
73
162.
2316
2.23
162.
23
162.
0816
2.08
162.
08
162.
41
162.
6016
2.60
162.
60
TOP OF WALLEXISTING SURFACE
162.
795
162.
468
162.
104
161.
811
161.
938
161.
900
EDGE OF PATH/ROADDESIGN DESIGN
162.
81
162.
81
162.
41
162.
41
162.
61
162.
61
TOP OF WALLDESIGN SURFACE
-0.0
97
-0.2
66
-0.1
25
-0.2
70
-0.4
74
-0.7
02
EDGE OF PATH/ROADCUT/FILL
R.L. 160.000
RETAINING WALL 2 LONGITUDINAL SECTIONSCALE 1:100
SECTION A-ASCALE 1:100
SECTION B-BSCALE 1:100
2.1 VARIES0.075
16.20.075
VARIES2.75
2.75VARIES
2.1 VARIES 2.75 2.250.5
MODIFIED KERB AND CHANNEL DETAILNOT TO SCALE
0.45
0.15
0.04
R0.01
R0.01
R0.015 0.15
0.00
0
2.00
0
4.00
0
6.00
0
8.00
0
10.0
00
12.0
00
14.1
19
15.4
17
17.3
79
18.3
82
CHAINAGE
163.
6016
3.60
163.
62
163.
61
163.
60
163.
52
163.
43
163.
40
163.
30
163.
3416
3.34
163.
34
162.
65
162.
3016
2.30
162.
30
TOE OF WALLEXISTING SURFACE
163.
363
163.
220
163.
078
162.
935
162.
793
162.
650
162.
508
162.
357
162.
351
162.
341
162.
305
EDGE OF PATHDESIGN SURFACE
163.
708
163.
708
163.
708
163.
708
163.
708
163.
508
163.
504
163.
308
163.
308
163.
308
TOP OF WALLDESIGN SURFACE
-0.2
36
-0.3
95
-0.5
28
-0.6
67
-0.7
24
-0.7
84
-0.8
92
-0.9
46
-0.9
89
-0.3
07
+0.0
08
EDGE OF PATHCUT/FILL
R.L. 160.200
163.
308
163.
508
RETAINING WALL 1 LONGITUDINAL SECTIONSCALE 1:100
2.1
SECTION C-CSCALE 1:100
0.04
0.06
RETAINING WALL AS PER MAROONDAH CITYCOUNCIL STANDARD DRAWING MCC-703 (TYP).RAMP AND STEPS DESIGNED BY OTHERS.
TRENCH GRATE DETAILNOT TO SCALE
0.15 0.3 0.15
0.15
0.2
ASPHALT OVERLAY DETAILNOT TO SCALE
30mm THICK, TYPE H, SIZE 10 CLASS 320ASPHALT WEARING COURSE
EXISTING CRUSHED ROCK BEDDING
EXISTING SUBGRADE
EXISTING SURFACE
EXISTING ASPHALT PAVEMENT
ASPHALT PAVEMENT DETAILNOT TO SCALE
30mm THICK, TYPE H, SIZE 10 CLASS 320ASPHALT WEARING COURSE
200mm NOMINAL DEPTH OF SIZE 20mm CLASS 2 FCRIN 2 LAYERS, 98% COMPACTION AND TEST ROLLING TOACHIEVE NON DEFORMATION UNDER LOADING.TESTING AND COMPACTION TO BE IN ACCORDANCEWITH VICROADS SPECIFICATION.
EXISTING SUBGRADE
40mm THICK, TYPE H, SIZE 14 CLASS 320ASPHALT BASE COURSE
ASPHALT EDGE THICKENING DETAILNOT TO SCALE
70mm THICK, TYPE H, SIZE 14 CLASS320 ASPHALT EDGE THICKENING
MINIMUM 200mm THICK, SIZE 20,CLASS 2 CRUSHED ROCK BEDDING
EXISTING SUBGRADE
30mm THICK, TYPE H, SIZE 10 CLASS 320ASPHALT WEARING COURSE
TOP SOIL
0.5m
REFER MAROONDAH CITY COUNCIL STANDRAD DRAWINGMCC-703, RETAINING WALL - CONCRETE SLEEPERS WITHSTEEL UPRIGHTS FOR CONSTRUCTION DETAILS.
REFER MAROONDAH CITY COUNCIL STANDRAD DRAWING MCC-703,RETAINING WALL - CONCRETE SLEEPERS WITH STEEL UPRIGHTS FORSTEEL UPRIGHT, FOOTING AND SLEEPER DETAILS (TYP).
CLASS D , GALVANISED STEEL TRENCH GRATE WITH 300mmCLEAR OPENING (SVC GRT3020D OR APPROVED EQUIVALENT).
CRUSHED ROCK INFILL BETWEEN RETAINING WALL AND EDGE OF PATH.
INSTALL 200mm x 75mm TREATED PINE SLEEPEREDGING, WITH 100mm BURIED INTO FINISHEDSURFACE AS DIRECTED. INSTALL TREATED PINEPEGS AT 1200mm CENTERS OR AS DIRECTED.
0.00
0
2.00
0
4.00
0
6.00
0
8.00
08.
010
10.0
0010
.010
12.0
0012
.010
14.0
00
CHAINAGE
164.
9416
4.94
164.
65
164.
36
164.
06
163.
7316
3.73
163.
7316
3.73
163.
6216
3.62
163.
7516
3.75
163.
66
SURFACEEXISTING
164.
782
164.
642
164.
504
164.
366
164.
218
164.
267
164.
121
164.
120
163.
982
163.
982
163.
844
EDGE OF PATHDESIGN SURFACE
164.
504
164.
504
164.
501
164.
307
164.
302
164.
107
164.
102
163.
979
TOP OF WALLDESIGN SURFACE
164.
495
164.
055
164.
053
163.
885
163.
887
163.
887
163.
891
163.
891
163.
963
163.
963
TOE OF WALLDESIGN SURFACE
+0.1
4
+0.0
0
+0.1
6+0
.17
+0.2
8+0
.28
+0.2
3+0
.23
CUT / FILLTOE OF WALL
R.L. 161.600
RETAINING WALL 3 LONGITUDINAL SECTIONSCALE 1:100
0.5
THICKEN CONCRETE TO A MAXIMUMDEPTH OF 250mm.
Ch: 0
.00
Ch: 6
.39
Ch: 1
3.78
Ch: 1
5.10
Ch: 2
0.00
Ch: 2
0.93
Ch: 2
9.18
Ch: 3
5.91
Ch: 4
0.00 Ch
: 44.
96
Ch: 4
7.47
Ch: 6
0.00
Ch: 6
1.48
Ch: 6
3.14
Ch: 8
0.00
Ch: 1
00.0
0
Ch: 1
03.0
1
Ch: 1
20.0
0
Ch: 1
22.1
7
Ch: 1
32.0
2
Ch: 1
40.0
0
Ch: 1
42.2
1
Ch: 0
.00
Ch: 8.88
Ch: 12.64
Ch: 2
0.00
Ch: 2
2.49
Ch: 2
9.43
Ch: 34.67
Ch: 36.47
Ch: 40.00
Ch: 4
5.33
Ch: 0.00
Ch: 3.68
Ch: 7.63
Ch: 10.00
Ch: 1
5.27 Ch
: 18.
53
Ch: 0.00
Ch: 2.00
Ch: 4.00
Ch: 6.00
Ch: 8.00
Ch: 10.00
Ch: 12.00
Ch: 14.12
Ch: 15.42
Ch: 1
7.38
Ch: 1
8.38
Ch: 0
.00
Ch: 2
.00
Ch: 4
.00
Ch: 6.00
Ch: 8.00
Ch: 10.00
Ch: 0
.00
Ch: 0
.16
Ch: 2
.00
Ch: 3
.74
Ch: 6
.52
Ch: 8
.79
Ch: 1
0.00
Ch: 1
1.76
Ch: 1
3.91
Ch: 1
4.01
Ch: 2
0.00
Ch: 2
4.62
Ch: 3
0.00
Ch: 3
3.09
Ch: 3
8.46
Ch: 4
0.00
Ch: 4
3.78
Ch: 5
0.00
Ch: 5
6.77
Ch: 6
0.00
Ch: 6
7.01
Ch: 7
0.00
Ch: 7
3.71
Ch: 8
0.00
Ch: 9
0.00
Ch: 9
4.00
Ch: 1
00.0
0
Ch: 1
02.9
7
Ch: 1
10.0
0
Ch: 1
20.0
0
Ch: 1
22.1
4
Ch: 1
30.0
0
Ch: 1
32.1
7
Ch: 1
39.6
4
Ch: 1
41.0
7
Ch: 0
.00
Ch: 0
.18
Ch: 4.21
Ch: 4.90
Ch: 6.98
Ch: 7.22Ch: 9.07
Ch: 9.70Ch: 9.81
Ch: 10.00
Ch: 1
1.55
Ch: 13.02
Ch: 1
3.71
Ch: 20.00
Ch: 24.41
Ch: 3
0.00
Ch: 3
2.31 Ch
: 40.
00
Ch: 4
4.47
Ch: 4
4.50
Ch: 50.00
Ch: 51.82
Ch: 60.00
Ch: 60.57
Ch: 7
0.00
Ch: 7
0.26
Ch: 7
0.36
Ch: 8
0.00
Ch: 8
5.88
Ch: 9
0.00
Ch: 1
00.0
0
Ch: 1
10.0
0
Ch: 1
20.0
0
Ch: 1
30.0
0
Ch: 1
40.0
0
Ch: 1
45.7
5
Ch: 1
50.0
0
Ch: 1
60.0
0
Ch: 1
63.2
9
Ch: 1
66.0
4
Ch: 0
.00
Ch: 4.07
Ch: 10.00
Ch: 13.21
Ch: 18.65
Ch: 20.00
Ch: 23.91
Ch: 3
0.00
Ch: 31.11
Ch: 36.51
Ch: 40.00
Ch: 43.88
Ch: 46.6
2
Ch: 50.00
Ch: 52.57
Ch: 5
8.44
Ch: 0.00
Ch: 1
.57
Ch: 4
.75
Ch: 6.32
Ch: 10.00Ch: 10.22
Ch: 2
0.00
Ch: 3
0.00
Ch: 37.22
Ch: 40.00
Ch: 50.00
Ch: 53.42
Ch: 6
0.00
Ch: 7
0.00
Ch: 7
2.62
Ch: 76.52
Ch: 7
8.09
Ch: 8
0.00
Ch: 8
1.26
Ch: 82.83
Ch: 86.93
Ch: 9
0.00
Ch: 9
4.88
Ch: 98.70
Ch: 0.00
Ch: 3.02
Ch: 10.72
Ch: 14.57
1.5166.07m
166.15m
166.25m
166.35m
162.92m
163.08m
162.97m
162.88m
Ch: 1
55.6
7Ch
: 155
.97
Ch: 13.22
Ch: 0
.00
Ch: 1
0.00
Ch: 2
0.00
Ch: 3
2.24
Ch: 0.00
Ch: 8.44
Ch: 20.00
Ch: 0
.00Ch
: 2.00
Ch: 1
0.00
Ch: 1
1.20
Ch: 1
2.70
Ch: 2
0.00
Ch: 26.4
9
Ch: 3
2.04
Ch: 3
3.24
Ch: 4
6.17
Ch: 4
7.37
Ch: 5
0.00
Ch: 5
9.80
Ch: 6
1.00
Ch: 7
0.00
Ch: 7
1.20
Ch: 8
0.54
Ch: 8
2.04
Ch: 8
7.00
Ch: 8
8.20
Ch: 1
00.0
0
Ch: 1
10.0
0
Ch: 1
11.2
0
Ch: 1
20.1
0
Ch: 1
21.3
0
Ch: 1
25.2
1
Ch: 130.00
Ch: 133.40
Ch: 134.49
Ch: 141.50
Ch: 142.90
Ch: 144.50
Ch: 1
50.0
0
Ch: 1
52.8
7
Ch: 1
54.0
7
Ch: 1
59.4
9
Ch: 1
64.6
7
Ch: 168.70
Ch: 170.00
Ch: 178.51
Ch: 180.44
Ch: 190.00
Ch: 194.56Ch: 1
95.5
6
Ch: 4
.00
Ch: 8
.00
Ch: 12.00
Ch: 0
.00
Ch: 16.35
Ch: 2
1.77
Ch: 2
2.97
D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
3SETOUT AND LINE MARKING PLAN
N
RETAINING WALL 2EDGE OF BITUMEN 1
EDGE OF BITUMEN 2
EDGE OF BITUMEN 3
ACCESS WAY CENTRELINE 1
ACCESS WAY CENTRELINE 2
EDGE OF PATH 1
EDGE OF PATH 2
EDGE OF GRAVEL CAR PARK
WONGA RD BOP
RETAINING WALL 1
RETAINING WALL 3
SETOUT PLAN
HAND RAIL
ACCESS WAY CENTERLINE 3
GRAVEL CARPARK CL
SET OUT - ACCESS WAY CENTRELINE 3
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
0.00 345437.493 5815909.306 165.255 165.211
8.44 345436.894 5815900.883 165.888 165.931
20.00 345431.297 5815891.112 166.183 166.075
SET OUT - GRAVEL CARPARK CENTRELINE
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
10.00 345445.715 5815886.714 166.700 166.587
20.00 345453.017 5815879.882 166.993 166.961
32.24 345461.959 5815871.517 166.956 167.006
SET OUT - ACCESS WAY CENTRELINE 2
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
8.88 345402.527 5815935.244 162.944 162.914
12.64 345400.901 5815931.856 163.041 163.041
22.49 345404.102 5815923.682 163.546 163.516
29.43 345410.557 5815921.127 163.778 163.748
34.67 345415.704 5815920.874 163.900 163.870
36.47 345417.427 5815921.367 163.926 163.896
40.00 345420.917 5815921.830 164.021 163.991
SET OUT - RETAINING WALL 2
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
0.00 345502.655 5815857.445 162.795 162.892
2.00 345504.141 5815856.106 162.468 162.734
4.00 345505.991 5815855.348 162.104 162.229
6.00 345507.991 5815855.387 161.811 162.081
8.00 345509.387 5815856.819 161.938 162.412
10.00 345510.783 5815858.251 161.900 162.602
SET OUT - ACCESS WAY CENTRELINE 1
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
6.39 345403.985 5815940.597 162.708 162.678
13.78 345409.987 5815936.489 163.065 163.035
15.10 345411.259 5815936.106 163.118 163.088
20.00 345415.241 5815933.392 163.359 163.329
20.93 345415.774 5815932.627 163.405 163.375
29.18 345420.087 5815925.592 163.860 163.830
35.91 345424.990 5815921.112 164.207 164.177
40.00 345428.652 5815919.298 164.425 164.395
44.96 345433.097 5815917.096 164.784 164.754
47.47 345435.213 5815915.756 164.934 164.904
60.00 345445.042 5815907.985 165.581 165.551
61.48 345446.204 5815907.066 165.669 165.639
63.14 345447.463 5815905.983 165.771 165.741
80.00 345459.773 5815894.466 166.664 166.604
100.00 345474.378 5815880.803 166.512 166.571
103.01 345476.578 5815878.745 166.409 166.390
120.00 345488.984 5815867.139 165.037 165.030
122.17 345490.565 5815865.660 164.801 164.673
130.00 345495.878 5815859.902 163.737 163.716
132.02 345497.250 5815858.415 163.516 163.453
135.00 345499.334 5815856.290 163.023 162.975
137.83 345501.315 5815854.269 162.554 162.608
140.00 345502.834 5815852.719 162.194 162.338
142.21 345504.382 5815851.140 161.878 162.078
SET OUT - RETAINING WALL 1
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
0.00 345490.362 5815843.034 163.335 163.599
2.00 345489.115 5815841.470 163.198 163.615
4.00 345487.869 5815839.906 163.062 163.606
6.00 345486.623 5815838.341 162.925 163.602
8.00 345485.377 5815836.777 162.788 163.517
10.00 345484.131 5815835.213 162.652 163.434
12.00 345482.884 5815833.649 162.515 163.400
14.12 345481.564 5815831.991 162.370 163.303
15.42 345480.755 5815830.976 162.370 163.340
17.38 345482.161 5815829.608 162.370 162.648
18.38 345482.879 5815828.909 162.297 162.297
SET OUT - RETAINING WALL 3
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
4.00 345492.358 5815858.074 164.504 164.357
8.01 345495.225 5815855.217 164.307 163.734
12.00 345494.469 5815851.290 163.978 163.751
R5.5 R16
R31
R30
R55.5
R4
R1.8
R25
R20
R10 R5
R8
R3
R1.2
R1
R10
R28
R6
R8R4
R4
(TYP
)
R6.5
R5
C/2
me
TP
I.P.
HORIZONTAL CURVESET OUT DETAILS
NOT TO SCALE
d/2
R
T
C/2d/2TP
Arc
I
I
D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
4SETOUT DETAILS
SET OUT - EDGE OF BITUMEN 2
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
0.00 345398.749 5815944.395 162.386 162.386
140.00 345484.502 5815867.566 165.494 165.490
165.94 345501.942 5815848.625 161.929 162.095
SET OUT - EDGE OF BITUMEN 1
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
0.00 345401.363 5815946.870 162.316 162.316
0.16 345401.445 5815946.732 162.326 162.323
2.00 345402.635 5815945.339 162.441 162.414
3.74 345404.122 5815944.450 162.550 162.520
6.52 345406.700 5815943.420 162.697 162.662
8.79 345408.837 5815942.657 162.817 162.768
10.00 345409.995 5815942.293 162.881 162.824
11.76 345411.674 5815941.765 162.974 162.932
12.00 345411.902 5815941.691 162.987 162.948
13.91 345413.674 5815940.985 163.088 163.046
14.01 345413.765 5815940.942 163.093 163.050
20.00 345418.591 5815937.451 163.410 163.354
24.62 345421.241 5815933.682 163.620 163.586
28.00 345422.925 5815930.757 163.756 163.717
30.00 345424.070 5815929.118 163.865 163.833
33.09 345426.041 5815926.736 164.079 164.033
34.00 345426.661 5815926.074 164.144 164.096
36.00 345428.080 5815924.665 164.286 164.236
38.46 345429.919 5815923.033 164.462 164.406
40.00 345431.127 5815922.076 164.572 164.510
43.78 345434.284 5815920.004 164.823 164.793
50.00 345439.505 5815916.628 165.178 165.150
56.77 345444.721 5815912.313 165.478 165.431
60.00 345447.078 5815910.109 165.609 165.574
80.00 345461.683 5815896.446 166.604 166.583
90.00 345468.985 5815889.614 166.730 166.770
100.00 345476.288 5815882.782 166.446 166.463
110.00 345483.591 5815875.951 165.997 166.012
120.00 345490.893 5815869.119 164.940 165.089
122.14 345492.457 5815867.656 164.705 164.838
130.00 345497.788 5815861.882 163.705 163.658
132.17 345499.259 5815860.288 163.418 163.302
139.64 345504.648 5815855.119 162.204 162.341
141.70 345506.585 5815854.419 161.871 162.106
142.35 345507.197 5815854.197 161.826 162.040
SET OUT - WONGA RD - BACK OF PATH
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
0.00 345499.875 5815846.373 162.093 162.092
3.02 345501.981 5815848.531 161.923 162.088
10.72 345507.198 5815854.198 161.826 162.040
14.57 345509.881 5815856.958 161.921 161.921
SET OUT - EDGE OF PATH 2
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
3.68 345379.769 5815930.912 162.793 162.805
7.63 345383.077 5815932.887 162.832 162.812
10.00 345384.798 5815934.495 162.855 162.762
15.27 345389.854 5815935.332 162.908 162.782
SET OUT - EDGE OF GRAVEL CARPARK
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
0.00 345435.617 5815890.460 166.322 166.310
1.00 345436.527 5815890.760 166.373 166.363
1.57 345437.030 5815890.507 166.403 166.403
4.75 345439.351 5815888.336 166.491 166.491
5.00 345439.511 5815888.143 166.490 166.479
6.00 345439.576 5815887.187 166.486 166.482
6.32 345439.398 5815886.923 166.485 166.485
10.00 345436.884 5815884.235 166.519 166.520
10.22 345436.734 5815884.075 166.521 166.521
20.00 345443.876 5815877.393 166.853 166.803
30.00 345451.179 5815870.561 167.193 167.193
37.22 345456.451 5815865.629 167.039 167.039
40.00 345458.350 5815867.659 167.010 167.045
50.00 345465.182 5815874.962 166.907 166.932
53.42 345467.518 5815877.459 166.872 166.872
60.00 345462.713 5815881.955 167.014 167.022
70.00 345455.410 5815888.786 166.928 166.942
72.62 345453.497 5815890.576 166.879 166.879
76.52 345450.833 5815887.728 166.786 166.742
77.00 345450.435 5815887.468 166.775 166.735
78.00 345449.488 5815887.622 166.751 166.713
78.09 345449.419 5815887.681 166.749 166.711
80.00 345448.025 5815888.986 166.710 166.697
81.26 345447.107 5815889.844 166.685 166.616
82.00 345446.793 5815890.499 166.658 166.597
82.83 345447.060 5815891.258 166.628 166.628
86.93 345449.861 5815894.252 166.637 166.637
90.00 345447.617 5815896.351 166.437 166.436
94.88 345444.055 5815899.683 166.118 166.118
98.70 345441.444 5815896.892 166.164 166.164
SET OUT - EDGE OF BITUMEN 3
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL
0.00 345432.650 5815913.967 164.832 164.802
4.07 345433.949 5815910.229 165.120 165.145
10.00 345433.520 5815904.313 165.539 165.511
13.21 345433.287 5815901.111 165.766 165.712
18.65 345431.150 5815896.225 166.150 165.941
20.00 345430.226 5815895.237 166.128 165.997
23.91 345427.558 5815892.385 166.066 166.066
30.00 345432.008 5815888.221 166.218 166.198
31.11 345432.816 5815887.466 166.246 166.257
36.51 345436.505 5815891.409 166.346 166.346
40.00 345438.844 5815894.006 166.260 166.218
43.88 345441.444 5815896.892 166.164 166.164
46.62 345439.375 5815897.580 166.098 166.100
50.00 345439.459 5815900.948 165.961 165.935
52.57 345440.126 5815903.425 165.789 165.729
58.44 345444.977 5815904.542 165.734 165.729
SET OUT - EDGE OF PATH 1
CHAINAGE EASTING NORTHING DESIGNLEVEL
EXISTINGLEVEL REMARKS
2.00 345374.827 5815939.491 162.100 162.193
10.00 345375.966 5815931.573 162.671 162.606
12.70 345376.349 5815928.905 162.756 162.693
20.00 345379.824 5815922.664 163.036 162.987
26.49 345385.758 5815920.340 163.259 163.176
32.04 345391.245 5815919.522 163.503 163.330
40.00 345398.582 5815916.510 163.878 163.695
46.17 345403.517 5815912.821 164.221 164.111
47.37 345404.393 5815912.001 164.221 164.155
50.00 345406.311 5815910.207 164.370 164.220
59.80 345413.468 5815903.512 164.929 164.804
61.00 345414.344 5815902.693 164.929 164.869
70.00 345420.916 5815896.544 165.571 165.538
71.20 345421.793 5815895.724 165.572 165.654
80.54 345428.615 5815889.342 166.221 166.045
82.04 345429.710 5815888.317 166.221 166.104
87.00 345433.331 5815884.930 166.464 166.364
88.20 345434.207 5815884.110 166.464 166.439
100.00 345442.824 5815876.049 166.853 166.840
110.00 345450.127 5815869.217 167.183 167.205
111.20 345451.003 5815868.398 167.183 167.177
120.10 345457.505 5815862.315 166.875 166.889
121.30 345458.381 5815861.495 166.875 166.827
125.21 345461.234 5815858.826 166.641 166.617
130.00 345465.610 5815857.214 166.354 166.292
133.40 345468.785 5815858.300 166.150 166.171
134.49 345469.617 5815859.007 166.150 166.167
141.50 345474.524 5815864.011 165.666 166.100
142.90 345475.585 5815864.918 165.570 166.103
144.50 345476.967 5815865.711 165.570 166.084
150.00 345482.347 5815866.126 165.281 165.826
152.87 345484.922 5815864.893 165.131 165.653
154.07 345485.838 5815864.121 165.131 165.506 START OF HAND RAIL
159.49 345489.779 5815860.395 164.744 164.869
164.67 345493.473 5815856.769 164.386 164.110
168.70 345494.663 5815853.096 164.107 163.629
170.00 345494.416 5815851.818 164.017 163.779
178.51 345492.803 5815843.460 163.428 163.079
180.44 345492.004 5815841.726 163.294 162.954
190.00 345486.047 5815834.249 162.633 162.767
195.56 345483.925 5815829.984 162.268 162.268 END OF HAND RAIL
D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
5LONGITUDINAL SECTIONS SH1
ACCESS WAY CENTRELINE 1 LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
ACCESS WAY CENTRELINE 2 LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
WONGA RD BOP LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
EDGE OF BITUMEN 3 LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
0.00
0
6.38
7
10.0
00
13.7
7615
.105
20.0
0020
.932
29.1
8430
.000
35.0
0035
.914
40.0
00
44.9
6145
.000
47.4
70
60.0
0061
.481
63.1
42
80.0
00
84.4
49
88.3
7589
.449
94.4
49
100.
000
103.
012
110.
000
120.
000
122.
166
130.
000
132.
023
140.
000
141.
611
142.
212
CHAINAGE
162.
3116
2.31
162.
6816
2.68
162.
68
162.
87
163.
0316
3.03
163.
0316
3.09
163.
0916
3.09
163.
3316
3.38
163.
3816
3.38
163.
8316
3.83
163.
8316
3.87
164.
1216
4.18
164.
1816
4.18
164.
39
164.
7516
4.75
164.
7516
4.76
164.
9016
4.90
164.
90
165.
5516
5.64
165.
6416
5.64
165.
7416
5.74
165.
74
166.
60
166.
73
166.
7816
6.78
166.
69
166.
57
166.
3916
6.39
166.
39
165.
98
165.
03
164.
6716
4.67
164.
67
163.
72
163.
4516
3.45
163.
45
162.
3416
2.15
162.
0816
2.08
162.
08
SURFACEEXISTING
162.
313
162.
708
162.
903
163.
065
163.
118
163.
359
163.
405
163.
860
163.
901
164.
154
164.
207
164.
425
164.
784
164.
787
164.
934
165.
581
165.
669
165.
771
166.
664
166.
762
166.
805
166.
802
166.
702
166.
512
166.
409
166.
045
165.
037
164.
801
163.
737
163.
516
162.
194
161.
920
161.
878
SURFACEDESIGN
+0.0
00
+0.0
30
+0.0
30
+0.0
30+0
.030
+0.0
30+0
.030
+0.0
30+0
.030
+0.0
30+0
.030
+0.0
30
+0.0
30+0
.030
+0.0
30
+0.0
30+0
.030
+0.0
30
+0.0
60
+0.0
33
+0.0
29+0
.018
+0.0
11
-0.0
59
+0.0
19
+0.0
68
+0.0
07
+0.1
28
+0.0
21
+0.0
63
-0.1
44-0
.229
-0.2
00
FillCut
R.L. 158.800
I.P. 1
62.3
13
6.2%
I.P. 1
62.7
08
5.4%
I.P. 1
62.9
03
4.3%
I.P. 1
63.0
65
4.0%
I.P. 1
63.1
18
4.9%I.P
. 163
.359
5.0%
I.P. 1
63.4
05
5.5%
I.P. 1
63.8
60
5.0%
I.P. 1
63.9
01
5.1%
I.P. 1
64.1
54
5.8%
I.P. 1
64.2
07
5.3%
I.P. 1
64.4
25
7.2%
I.P. 1
64.7
84
5.9%
I.P. 1
64.9
34
5.2%
I.P. 1
65.5
81
5.9%
I.P. 1
65.6
69
6.1%
I.P. 1
65.7
71
5.3%
I.P. 1
66.6
64
2.2%
I.P. 1
66.8
72
-3.4%
10.000
I.P. 1
66.4
09
-5.2%
I.P. 1
66.0
45
-10.1%
I.P. 1
65.0
37
-10.9%
I.P. 1
64.8
01
-13.6%
I.P. 1
63.7
37
-10.9%
I.P. 1
63.5
16
-16.6%
I.P. 1
62.1
94
-17.0%
I.P. 1
61.9
20
-7.0%
0.00
0
5.00
0
8.88
0
12.6
38
16.0
00
20.0
00
22.4
86
29.4
2830
.000
34.6
75
36.4
67
40.0
00
45.3
33
CHAINAGE
162.
4816
2.48
162.
74
162.
9116
2.91
162.
91
163.
0416
3.04
163.
04
163.
21
163.
41
163.
5216
3.52
163.
52
163.
7516
3.75
163.
7516
3.77
163.
8716
3.87
163.
87
163.
9016
3.90
163.
90
163.
99
164.
2616
4.26
164.
26
SURFACEEXISTING
162.
471
162.
774
162.
944
163.
041
163.
175
163.
437
163.
546
163.
778
163.
796
163.
900
163.
926
164.
021
164.
271
SURFACEDESIGN
-0.0
09
+0.0
30
+0.0
30
+0.0
00
-0.0
30
+0.0
30
+0.0
30
+0.0
30+0
.030
+0.0
30
+0.0
30
+0.0
30
+0.0
11
FillCut
R.L. 159.400
I.P. 1
62.4
71
6.1%
I.P. 1
62.7
74
4.4%
I.P. 1
62.9
44
2.6%
I.P. 1
63.0
41
4.0%
I.P. 1
63.1
75
6.5%
I.P. 1
63.4
37
4.4%
I.P. 1
63.5
46
3.3%
I.P. 1
63.7
78
3.1%
I.P. 1
63.7
96
2.2%
I.P. 1
63.9
00
1.4%
I.P. 1
63.9
26
2.7%
I.P. 1
64.0
21
4.7%
0.00
0
4.06
9
10.0
00
13.2
11
18.6
4820
.000
23.9
06
30.0
0031
.106
36.5
06
40.0
00
43.8
85
46.6
1446
.620
49.1
1350
.000
51.6
1352
.046
52.5
6954
.545
55.8
2757
.045
58.4
40
CHAINAGE
164.
8016
4.80
165.
1516
5.15
165.
15
165.
51
165.
7116
5.71
165.
71
165.
9416
5.94
165.
9416
6.00
166.
0716
6.07
166.
07
166.
2016
6.26
166.
2616
6.26
166.
3516
6.35
166.
35
166.
22
166.
1616
6.16
166.
16
166.
1016
6.10
166.
1016
6.10
166.
0316
5.93
165.
7816
5.75
165.
7316
5.73
165.
7316
5.66
165.
6516
5.66
165.
7316
5.73
165.
73
SURFACEEXISTING
164.
832
165.
120
165.
539
165.
766
166.
150
166.
128
166.
066
166.
218
166.
246
166.
346
166.
260
166.
164
166.
099
166.
098
166.
008
165.
961
165.
856
165.
825
165.
789
165.
703
165.
687
165.
701
165.
734
SURFACEDESIGN
+0.0
30
-0.0
25
+0.0
28
+0.0
54
+0.2
09+0
.131
+0.0
00
+0.0
20-0
.011
+0.0
00
+0.0
42
+0.0
00
-0.0
01-0
.002
-0.0
23+0
.026
+0.0
79+0
.070
+0.0
60+0
.045
+0.0
39+0
.039
+0.0
05
FillCut
R.L. 161.800
I.P. 1
64.8
32
7.1%
I.P. 1
66.1
50
-1.6%
I.P. 1
66.0
66
2.5%
I.P. 1
66.2
46
1.9%
I.P. 1
66.3
46
-2.5%
I.P. 1
66.1
64
-2.4%
I.P. 1
66.0
38
-7.3%
4.999
I.P. 1
65.6
43
2.3%
4.999
0.00
00.
493
1.51
63.
016
10.7
18
12.2
18
14.5
68
CHAINAGE
162.
0916
2.09
162.
0916
2.09
162.
09
162.
04
161.
99
161.
9216
1.92
161.
92
EXISTING
162.
0916
2.09
162.
0916
1.92
161.
83
161.
99
161.
92
DESIGN
FILLCUT
R.L. 158.800
I.P. 1
62.0
93
-11.4%
I.P. 1
61.9
23
-1.3%
I.P. 1
61.8
26
10.9%
I.P. 1
61.9
89
-2.9%
D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
6LONGITUDINAL SECTIONS SH2
EDGE OF GRAVEL CAR PARK LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
0.00
01.
000
1.57
12.
389
3.18
33.
450
3.97
84.
749
5.00
06.
000
6.32
010
.000
10.2
20
20.0
00
30.0
00
37.2
20
40.0
00
50.0
00
53.4
20
60.0
00
62.5
66
70.0
00
72.6
20
76.5
2077
.000
78.0
0078
.090
80.0
0081
.257
82.0
0082
.828
83.5
7084
.595
84.7
6585
.619
86.9
2890
.000
94.8
78
98.7
01
CHAINAGE
166.
3116
6.31
166.
3616
6.40
166.
4016
6.40
166.
4816
6.53
166.
5316
6.53
166.
4916
6.49
166.
4916
6.48
166.
4816
6.49
166.
4916
6.49
166.
5216
6.52
166.
5216
6.52
166.
80
167.
19
167.
0416
7.04
167.
04
167.
04
166.
93
166.
8716
6.87
166.
87
167.
02
167.
07
166.
94
166.
8816
6.88
166.
88
166.
7416
6.74
166.
7416
6.73
166.
7116
6.71
166.
7116
6.71
166.
7016
6.62
166.
6216
6.62
166.
6016
6.63
166.
6316
6.63
166.
6916
6.74
166.
7416
6.71
166.
6416
6.64
166.
6416
6.44
166.
1216
6.12
166.
12
166.
1616
6.16
166.
16
SURFACEEXISTING
166.
322
166.
373
166.
403
166.
489
166.
541
166.
545
166.
531
166.
491
166.
490
166.
486
166.
485
166.
519
166.
521
166.
853
167.
193
167.
039
167.
010
166.
907
166.
872
167.
014
167.
070
166.
928
166.
879
166.
786
166.
775
166.
751
166.
749
166.
710
166.
685
166.
658
166.
628
166.
696
166.
750
166.
751
166.
723
166.
637
166.
437
166.
118
166.
164
SURFACEDESIGN
+0.0
12+0
.010
+0.0
00+0
.009
+0.0
13+0
.017
+0.0
00+0
.000
+0.0
11+0
.004
+0.0
00-0
.001
+0.0
00
+0.0
50
+0.0
00
+0.0
00
-0.0
35
-0.0
25
+0.0
00
-0.0
08
+0.0
00
-0.0
14
+0.0
00
+0.0
44+0
.040
+0.0
38+0
.038
+0.0
13+0
.069
+0.0
61+0
.000
+0.0
10+0
.014
+0.0
09+0
.014
+0.0
00+0
.001
+0.0
00
+0.0
00
FillCut
R.L. 163.100
I.P. 1
66.3
22
5.1%
I.P. 1
66.4
0310
.5%
I.P. 1
66.5
73
-5.3%
1.589
I.P. 1
66.4
91-0
.3%
I.P. 1
66.4
85
0.9%
I.P. 1
66.5
21
3.4%
I.P. 1
67.1
93
-2.1%
I.P. 1
67.0
39
-1.0%
I.P. 1
66.8
72
2.2%
I.P. 1
67.0
70
-1.9%
I.P. 1
66.8
79
-2.4%
I.P. 1
66.7
86
-2.3%
I.P. 1
66.7
49
-2.0%
I.P. 1
66.6
85
-3.6%
I.P. 1
66.6
289.
2%I.P
. 166
.790
-6.6%
2.049
I.P. 1
66.6
37
-6.5%
I.P. 1
66.1
18
1.2%
0.00
0
3.67
7
7.63
2
10.0
00
15.2
69
18.5
31
CHAINAGE
162.
6516
2.65
162.
8016
2.80
162.
80
162.
8116
2.81
162.
81
162.
76
162.
7816
2.78
162.
78
162.
8016
2.80
162.
80
SURFACEEXISTING
162.
756
162.
793
162.
832
162.
855
162.
908
162.
940
SURFACEDESIGN
+0.1
02
-0.0
12
+0.0
20
+0.0
93
+0.1
26
+0.1
37
FillCut
R.L. 159.600
I.P. 1
62.7
56
0.99%
EDGE OF PATH 2 LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
170.
000
178.
512
180.
440
190.
000
194.
555
194.
559
195.
562
CHAINAGE
163.
78
163.
0816
3.08
163.
08
162.
9516
2.95
162.
95
162.
77
162.
5916
2.59
162.
5916
2.59
162.
2716
2.27
162.
27
SURFACEEXISTING
164.
017
163.
428
163.
294
162.
633
162.
318
162.
318
162.
268
SURFACEDESIGN
+0.2
38
+0.3
49
+0.3
40
-0.1
34
-0.2
68-0
.268
+0.0
00
FillCut
R.L. 159.200
-6.9%
I.P. 1
62.3
18
-5.0%
EDGE OF PATH 1 (CH:170.00 - 193.94) LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
0.00
02.
000
10.0
0011
.195
12.6
95
20.0
00
21.7
6922
.969
26.4
86
32.0
4233
.242
46.1
7447
.374
50.0
00
59.8
0061
.000
70.0
0071
.200
80.5
4282
.042
87.0
0088
.200
100.
000
110.
000
111.
200
120.
103
121.
303
125.
210
130.
000
133.
400
134.
494
141.
502
142.
900
144.
496
150.
000
152.
870
154.
069
159.
488
159.
492
164.
669
168.
699
170.
000
CHAINAGE
162.
1016
2.10
162.
19
162.
6116
2.65
162.
6916
2.69
162.
69
162.
99
163.
0516
3.10
163.
1816
3.18
163.
18
163.
3316
3.36
164.
1116
4.11
164.
1116
4.16
164.
22
164.
8016
4.87
165.
5416
5.65
166.
0516
6.10
166.
3616
6.44
166.
84
167.
2016
7.18
166.
8916
6.83
166.
6216
6.62
166.
62
166.
29
166.
1716
6.17
166.
1716
6.17
166.
1016
6.10
166.
1016
6.10
166.
08
165.
83
165.
6516
5.51
165.
5116
5.51
164.
8716
4.87
164.
8716
4.87
164.
1116
4.11
164.
11
163.
6316
3.63
163.
6316
3.78
SURFACEEXISTING
162.
100
162.
100
162.
671
162.
756
162.
756
163.
036
163.
104
163.
104
163.
259
163.
503
163.
503
164.
221
164.
221
164.
370
164.
929
164.
929
165.
571
165.
572
166.
221
166.
221
166.
464
166.
464
166.
853
167.
183
167.
183
166.
875
166.
875
166.
641
166.
354
166.
150
166.
150
165.
666
165.
570
165.
570
165.
281
165.
131
165.
131
164.
744
164.
744
164.
386
164.
107
164.
017
SURFACEDESIGN
+0.0
00-0
.093
+0.0
65+0
.102
+0.0
63
+0.0
49
+0.0
50+0
.000
+0.0
83
+0.1
73+0
.140
+0.1
10+0
.066
+0.1
50
+0.1
25+0
.060
+0.0
33-0
.082
+0.1
76+0
.117
+0.1
00+0
.025
+0.0
13
-0.0
22+0
.006
-0.0
14+0
.048
+0.0
24
+0.0
62
-0.0
21-0
.017
-0.4
34-0
.533
-0.5
14
-0.5
45
-0.5
22-0
.375
-0.1
26-0
.125
+0.2
76
+0.4
78+0
.238
FillCut
R.L. 159.000
I.P. 1
62.1
00
0.0%
I.P. 1
62.1
00
7.1%
I.P. 1
62.7
56
0.0%I.P
. 162
.756
3.8%
I.P. 1
63.1
04
0.0%
I.P. 1
63.1
04
4.4%
I.P. 1
63.5
03
0.0%
I.P. 1
63.5
03
5.5%
I.P. 1
64.2
21
0.0%
I.P. 1
64.2
21
5.7%
I.P. 1
64.9
29
0.0%
I.P. 1
64.9
29
7.1%
I.P. 1
65.5
72
0.0%
I.P. 1
65.5
72
7.0%
I.P. 1
66.2
21
0.0%
I.P. 1
66.2
21
4.9%
I.P. 1
66.4
64
0.0%
I.P. 1
66.4
64
3.3%
I.P. 1
67.1
83
0.0%
I.P. 1
67.1
83
-3.5%
I.P. 1
66.8
75
0.0%
I.P. 1
66.8
75
-6.0%
I.P. 1
66.1
50
0.0%
I.P. 1
66.1
50
-6.9%
I.P. 1
65.5
70
0.0%
I.P. 1
65.5
70
-5.2%
I.P. 1
65.1
31
0.0%
I.P. 1
65.1
31
-7.1%
I.P. 1
64.7
44
-6.9%
EDGE OF PATH 1 (CH:0.00 - 170.00) LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
7LONGITUDINAL SECTIONS SH3
EDGE OF BITUMEN 1 LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
EDGE OF BITUMEN 2 LONGITUDINAL SECTIONSCALES 1:250 HOR 1:50 VER
0.00
00.
160
2.00
03.
740
6.51
6
8.78
610
.000
11.7
6012
.000
13.9
0914
.009
19.8
3120
.000
22.3
31
24.6
2424
.831
26.4
59
28.0
0028
.959
30.0
00
31.4
59
33.0
9334
.000
36.0
00
38.4
5939
.415
40.0
00
43.7
7944
.415
49.4
1550
.000
50.0
14
53.2
66
56.5
1856
.773
56.8
22
60.0
0060
.074
63.3
26
70.0
00
76.1
39
80.0
00
86.1
39
87.8
58
90.0
00
96.1
39
100.
000
106.
600
109.
100
110.
000
111.
600
115.
000
120.
000
120.
800
122.
142
123.
300
125.
800
130.
000
131.
442
132.
169
132.
942
134.
442
135.
564
137.
064
138.
564
139.
636
141.
696
142.
347
CHAINAGE
162.
3216
2.32
162.
3216
2.32
162.
3216
2.41
162.
5216
2.52
162.
52
162.
6616
2.66
162.
66
162.
7716
2.77
162.
7716
2.82
162.
9316
2.93
162.
9316
2.95
163.
0516
3.05
163.
0516
3.05
163.
0516
3.05
163.
3416
3.35
163.
48
163.
5916
3.59
163.
5916
3.59
163.
66
163.
7216
3.77
163.
83
163.
93
164.
0316
4.03
164.
0316
4.10
164.
24
164.
4116
4.41
164.
4116
4.47
164.
51
164.
7916
4.79
164.
7916
4.83
165.
1216
5.15
165.
15
165.
30
165.
4216
5.43
165.
4316
5.43
165.
43
165.
5716
5.58
165.
72
166.
04
166.
44
166.
58
166.
78
166.
80
166.
77
166.
61
166.
46
166.
24
166.
0816
6.01
165.
90
165.
61
165.
0916
4.99
164.
8416
4.84
164.
8416
4.67
164.
30
163.
66
163.
4216
3.30
163.
3016
3.30
163.
2016
3.00
162.
86
162.
67
162.
5116
2.34
162.
3416
2.34
162.
1116
2.04
162.
0416
2.04
SURFACEEXISTING
162.
316
162.
326
162.
441
162.
550
162.
697
162.
817
162.
881
162.
974
162.
987
163.
088
163.
093
163.
401
163.
410
163.
524
163.
620
163.
628
163.
689
163.
756
163.
805
163.
865
163.
962
164.
079
164.
144
164.
286
164.
462
164.
530
164.
572
164.
823
164.
863
165.
147
165.
178
165.
179
165.
336
165.
468
165.
478
165.
480
165.
609
165.
612
165.
769
166.
116
166.
436
166.
604
166.
734
166.
741
166.
730
166.
588
166.
446
166.
204
166.
068
165.
997
165.
843
165.
478
164.
940
164.
854
164.
705
164.
570
164.
256
163.
705
163.
515
163.
418
163.
312
163.
099
162.
934
162.
695
162.
417
162.
204
161.
871
161.
826
SURFACEDESIGN
+0.0
0+0
.01
+0.0
3+0
.03
+0.0
4
+0.0
5+0
.06
+0.0
4+0
.04
+0.0
4+0
.04
+0.0
6+0
.06
+0.0
4
+0.0
3+0
.04
+0.0
3
+0.0
4+0
.03
+0.0
4
+0.0
3
+0.0
5+0
.04
+0.0
5
+0.0
5+0
.06
+0.0
6
+0.0
3+0
.03
+0.0
3+0
.03
+0.0
3
+0.0
4
+0.0
5+0
.05
+0.0
5
+0.0
4+0
.03
+0.0
5
+0.0
8
+0.0
0
+0.0
2
-0.0
5
-0.0
6
-0.0
4
-0.0
2
-0.0
1
-0.0
4
-0.0
1-0
.01
-0.0
6
-0.1
3
-0.1
5-0
.14
-0.1
3-0
.10
-0.0
4
+0.0
4
+0.1
0+0
.12
+0.1
1+0
.10
+0.0
7
+0.0
3
-0.0
9-0
.14
-0.2
4-0
.21
FILLCUT
R.L. 158.800
I.P. 1
62.3
16
6.257%I.P
. 162
.550
5.288%
I.P. 1
63.5
33
3.787%
5.000
I.P. 1
63.7
84
7.136%
5.000
I.P. 1
64.8
87
5.208%
10.000
I.P. 1
65.3
48
3.702%
6.504
I.P. 1
65.6
00
5.202%
6.504
I.P. 1
66.9
56
-3.676%
20.000
I.P. 1
66.1
12
-10.754%
5.000
I.P. 1
64.5
85
-13.140%
5.000
I.P. 1
63.3
18
-14.629%
3.000
I.P. 1
62.7
15
-19.864%
3.000
I.P. 1
62.2
04
-16.169%
I.P. 1
61.8
71
-6.910%
0.00
02.
000
4.21
3
6.10
77.
053
7.99
9
13.7
12
15.9
62
24.4
12
32.3
06
40.0
0040
.714
45.7
14
49.6
8350
.714
50.7
2051
.177
52.2
2053
.720
61.2
80
63.7
26
66.1
71
70.3
59
85.8
76
96.2
22
108.
722
111.
674
121.
222
126.
576
130.
025
134.
024
138.
023
138.
039
140.
000
140.
539
143.
039
145.
749
156.
997
157.
831
159.
311
160.
791
163.
245
163.
969
164.
693
165.
378
165.
938
CHAINAGE
162.
3916
2.39
162.
47
162.
6016
2.60
162.
60
162.
7316
2.78
162.
81
162.
8916
2.89
162.
89
162.
78
163.
0516
3.05
163.
05
163.
3716
3.37
163.
37
163.
7416
3.77
163.
94
163.
9816
3.98
163.
9816
3.98
163.
9916
4.03
164.
24
164.
34
164.
50
164.
8016
4.80
164.
80
165.
7316
5.73
165.
73
166.
39
166.
83
166.
86
166.
62
166.
37
166.
19
165.
96
165.
6716
5.67
165.
4916
5.44
165.
17
164.
8316
4.83
164.
83
163.
4916
3.36
163.
0916
2.85
162.
3316
2.22
162.
1816
2.13
162.
09
SURFACEEXISTING
162.
386
162.
503
162.
634
162.
763
162.
815
162.
841
162.
921
162.
865
162.
996
163.
375
163.
768
163.
801
163.
970
164.
011
164.
008
164.
008
164.
007
164.
013
164.
045
164.
271
164.
371
164.
524
164.
832
165.
734
166.
384
166.
851
166.
869
166.
684
166.
476
166.
341
166.
108
165.
722
165.
720
165.
494
165.
433
165.
150
164.
846
163.
342
163.
226
163.
000
162.
734
162.
258
162.
133
162.
038
161.
962
161.
929
SURFACEDESIGN
+0.0
00+0
.030
+0.0
30
+0.0
31+0
.031
+0.0
34
+0.0
29
+0.0
80
-0.0
50
+0.0
00
+0.0
30+0
.030
+0.0
27
+0.0
27+0
.027
+0.0
27+0
.030
+0.0
23+0
.013
+0.0
34
+0.0
34
+0.0
28
+0.0
30
+0.0
05
-0.0
09
+0.0
17
+0.0
05
+0.0
66
+0.1
07
+0.1
46
+0.1
51
+0.0
48+0
.047
+0.0
04-0
.007
-0.0
20
+0.0
20
-0.1
47-0
.131
-0.0
87-0
.115
-0.0
76-0
.091
-0.1
43-0
.172
-0.1
66
FILLCUT
R.L. 158.900
I.P. 1
62.3
86
5.8%
I.P. 1
62.5
03
5.9%
I.P. 1
62.6
34
6.8%
I.P. 1
62.8
28
1.4%
1.892
I.P. 1
62.9
21
-2.5%
I.P. 1
62.8
65
1.6%
I.P. 1
62.9
96
4.8%
I.P. 1
63.3
75
5.1%
I.P. 1
63.7
68
4.7%
I.P. 1
64.0
35
-0.5%
10.000
I.P. 1
64.0
00
3.0%
3.000
I.P. 1
64.3
44
7.4%
4.891
I.P. 1
64.8
325.8%
I.P. 1
65.7
34
6.3%
I.P. 1
67.1
69
-3.9%
25.000
I.P. 1
66.4
76
-3.9%
I.P. 1
66.1
84
-11.6%
7.998
I.P. 1
65.4
30
-11.2%
5.000
I.P. 1
64.8
46
-13.4%
I.P. 1
63.3
42
-13.9%
I.P. 1
63.0
20
-19.4%
2.960
I.P. 1
62.1
18
-11.1%
1.448
I.P. 1
61.9
62-5
.9%
D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
8CROSS SECTIONS SH1
ACCESS WAY CENTRELINE 1 CROSS SECTIONSSCALE 1:100
RL161.1m
Ch 6.39 m
-10.
00
-4.4
1-4
.22
0.00
0.99
10.0
0
OFFSET
163.
008
162.
720
162.
693
162.
678
162.
690
162.
869
EXISTING
162.
7216
2.73
162.
71
162.
71
162.
94
DESIGN
0.7% 0.5% 0.6%
RL161.4m
Ch 13.78 m
-10.
00
-5.6
7-5
.54
0.00
3.44
3.45
10.0
0
163.
042
162.
956
162.
926
163.
035
163.
131
163.
132
163.
427
162.
9616
2.97
163.
06
163.
1716
3.17
-1.7% 3.1%
RL161.4m
Ch 15.10 m
-10.
00
-5.5
7-5
.47
0.00
3.67
10.0
0
163.
111
163.
029
163.
005
163.
088
163.
206
163.
456
163.
0316
3.04
163.
12
163.
24
-1.4% 3.4%
RL161.8m
Ch 20.00 m
-10.
00
-5.6
5-5
.20
0.00
4.07
10.0
0
163.
439
163.
422
163.
416
163.
329
163.
341
163.
520
163.
4216
3.47
163.
36
163.
37
2.1% 0.3%
RL161.8m
Ch 20.93 m-1
0.00
-5.5
7-5
.25
0.00
4.01
4.02
10.0
0
163.
639
163.
507
163.
501
163.
375
163.
367
163.
367
163.
587
163.
5116
3.54
163.
41
163.
4016
3.40
2.5% -0.2%
RL162.2m
Ch 29.18 m
-10.
00
-5.5
6-5
.34
0.00
9.37
10.0
0
164.
216
163.
905
163.
893
163.
830
163.
795
163.
793
163.
9016
3.93
163.
86
163.
82
163.
82
1.2% -0.8%
RL162.5m
Ch 35.91 m
-10.
00
-5.2
7-4
.94
0.00
0.06
4.51
4.64
10.0
0
164.
330
164.
159
164.
148
164.
177
164.
178
164.
193
164.
199
164.
710
164.
1616
4.20
164.
2116
4.22
164.
2316
4.20
0% -0.1% -0.1%
RL162.7m
Ch 40.00 m
-10.
00
-4.0
9-3
.80
0.00
2.55
2.65
10.0
0
164.
464
164.
466
164.
442
164.
395
164.
369
164.
379
164.
927
164.
4716
4.50
164.
42
164.
4016
4.38
2% -0.9%
RL163m
Ch 44.96 m
-10.
00
-3.2
9-3
.12
0.00
2.67
2.78
10.0
0
164.
600
164.
819
164.
808
164.
754
164.
725
164.
730
165.
174
164.
8216
4.84
164.
78
164.
7616
4.73
1.7% -1.1%
RL163.3m
Ch 47.47 m
-10.
00-9
.42
-3.3
0-3
.15
0.00
3.23
3.26
3.49
10.0
0
164.
852
165.
014
165.
004
164.
904
164.
884
164.
892
164.
951
165.
197
165.
0116
5.02
164.
93
164.
9016
4.89
164.
93
2.9% -1.7%
RL163.9m
Ch 60.00 m
-10.
00
-8.1
6
-3.1
4-2
.95
0.00
2.77
3.37
9.81
10.0
0
165.
478
165.
560
165.
560
165.
551
165.
609
165.
648
166.
019
166.
022
165.
5616
5.60
165.
58
165.
6116
5.69
165.
9916
5.99
0.6% 1.3% 1.6%2.7%
RL164m
Ch 61.48 m
-10.
00
-8.0
2
-3.1
1-3
.03
-2.8
3
0.00
2.75
10.0
0
165.
562
165.
618
165.
621
165.
627
165.
639
165.
693
166.
069
165.
6316
5.64
165.
67
165.
67
165.
70
166.
06
-0.6% 0.5% 1.6%
RL164.1m
Ch 63.14 m
-10.
00
-7.9
2
-3.1
8-2
.95
-2.7
5
0.00
2.75
2.80
10.0
0
165.
695
165.
696
165.
701
165.
706
165.
741
165.
792
165.
796
166.
099
165.
7116
5.74
165.
76
165.
77
165.
7916
5.80
166.
09
-0.2% 0.6% 4.5% 6.4%
RL165m
Ch 80.00 m
-10.
00
-7.4
5
-2.9
1-2
.75
0.00
2.75
2.78
7.13
8.24
10.0
0
166.
526
166.
586
166.
581
166.
604
166.
726
166.
729
166.
926
166.
916
166.
816
166.
5816
6.60
166.
66
166.
6916
6.68
166.
92
166.
89
166.
84
-2.3% 0.9% 5.3% 6% -2.4% -3%
RL164.9m
Ch 100.00 m
-10.
00
-8.1
7
-3.9
2
-2.9
0-2
.75
0.00
2.75
2.95
10.0
0
166.
712
166.
574
166.
463
166.
465
166.
571
166.
502
166.
527
166.
802
166.
66
166.
4616
6.45
166.
51
166.
5916
6.54
-2.3% 2.9%
D:\CD016 - McAlpine Res Carpark\04-Design Drawing Cad Files\3-Tender Issue\CD016-T-VOL(2)-10_3_21\CD016-T-VOL(2).dwg
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
9CROSS SECTIONS SH2
PATH 2 CROSS SECTIONSSCALE 1:100
ACCESS WAY CENTRELINE 1 CROSS SECTIONSSCALE 1:100
RL161m
Ch 3.68 m
-4.0
0
-0.0
60.
00
1.50
1.86
4.00
OFFSET
162.
556
162.
803
162.
805
162.
846
162.
856
162.
919
EXISTING
162.
803
162.
793
162.
796
162.
856
DESIGN
0%
RL161m
Ch 7.63 m
-4.0
0
-0.1
50.
00
1.73
1.73
4.00
162.
563
162.
807
162.
812
162.
853
162.
853
162.
906
162.
807
162.
832
162.
853
162.
853
1%
RL160.9m
Ch 10.00 m
-4.0
0
-0.6
4
0.00
1.69
1.99
4.00
162.
510
162.
749
162.
762
162.
811
162.
821
162.
885
162.
749
162.
855
162.
872
162.
821
1%
RL161.2m
Ch 15.27 m
-4.0
0
-0.9
2
0.00
1.51
2.04
4.00
162.
788
162.
755
162.
782
162.
816
162.
825
162.
877
162.
755
162.
908
162.
915
162.
825
0%
RL164.8m
Ch 103.01 m
-10.
00
-7.7
3
-4.0
3-3
.92
-2.7
5-2
.75
0.00
2.75
3.01
10.0
0
OFFSET
166.
601
166.
608
166.
596
166.
402
166.
401
166.
390
166.
369
166.
412
166.
666
EXISTING
166.
5916
6.60
166.
3416
6.34
166.
41
166.
4816
6.41
DESIGN
1 in 4.5 -2.6% 2.4%
RL163.3m
Ch 120.00 m
-10.
00
-6.4
5
-3.8
3
-2.7
5-2
.55
-2.2
5
0.00
2.81
2.95
4.35
6.45
9.10
9.25
10.0
0
165.
757
165.
557
165.
094
165.
006
164.
875
165.
030
165.
120
165.
157
165.
492
165.
566
165.
614
165.
609
165.
586
165.
56
164.
9416
4.89
164.
94
165.
04
165.
1116
5.16
165.
11
165.
16
165.
6016
5.57
1 in 1.8 -4.1% 2.2% -6.8% 2.5% 2.3% 1 in 6 1 in 6.1
RL163m
Ch 122.17 m
-10.
00
-6.4
0
-3.8
4
-2.7
5-2
.55
-2.2
5
0.00
2.88
4.37
6.47
8.77
10.0
0
165.
616
165.
322
164.
840
164.
752
164.
621
164.
673
164.
865
165.
267
165.
361
165.
394
165.
383
165.
32
164.
7116
4.66
164.
71
164.
80
164.
86
164.
96
165.
01
165.
39
1 in 1.8 -4.2% 1.7% 6.6%
RL162m
Ch 130.00 m
-10.
00
-6.8
6
-2.8
7-2
.75
-2.5
5-2
.25
0.00
2.74
3.75
3.82
3.87
3.92
6.03
6.25
6.34
10.0
0
164.
941
163.
696
163.
632
163.
634
163.
693
163.
716
163.
997
164.
196
164.
202
164.
206
164.
210
164.
469
164.
556
164.
588
164.
890
163.
7016
3.68
163.
6316
3.68
163.
74
163.
8316
4.26
164.
5016
4.43
164.
43
164.
4916
4.54
164.
58
-2.4% 3.3%
2.8% 2.8%
RL161.7m
Ch 132.02 m-1
0.00
-6.9
5
-3.0
3-2
.75
-2.5
5-2
.25
0.00
2.73
3.65
3.67
3.72
3.77
4.03
6.31
8.82
10.0
0
164.
775
163.
444
163.
300
163.
365
163.
433
163.
453
163.
726
163.
878
163.
880
163.
883
163.
886
163.
901
164.
282
164.
596
164.
690
163.
4416
3.42
163.
3716
3.42
163.
52
163.
5616
3.96
164.
5016
4.50
164.
2916
4.29
164.
25
164.
60
-4.4% 1.5%
RL161.4m
Ch 135.00 m
-10.
00
-7.0
0
-3.0
3-3
.02
-2.8
3-2
.63
-2.3
3
0.00
2.67
6.70
6.74
6.83
6.92
7.00
10.0
0
164.
547
163.
030
163.
023
162.
923
162.
948
162.
995
162.
975
163.
243
163.
736
163.
741
163.
753
163.
764
163.
775
164.
088
163.
0216
3.02
163.
0116
2.96
163.
01
163.
02
163.
13
163.
9516
4.10
164.
1016
3.99
163.
99
163.
86
-0.6% 4% 1 in 4.21 in 5.4
RL160.9m
Ch 137.83 m
-10.
00
-8.1
3
-3.3
4-3
.26
-2.9
2-2
.72
-2.4
2
0.00
2.58
10.0
0
164.
319
162.
791
162.
744
162.
561
162.
574
162.
581
162.
608
162.
753
163.
419
162.
8116
2.58
162.
5416
2.49
162.
55
162.
55
162.
64
163.
53
-0.3% 3.2% 1 in 5.2
RL160.6m
Ch 140.00 m
-10.
00
-4.0
8-4
.04
-3.9
5-3
.19
0.00
2.58
2.72
10.0
0
164.
314
162.
406
162.
377
162.
324
162.
280
162.
338
162.
301
162.
322
162.
852
162.
4916
2.48
162.
1716
2.12
162.
19
162.
2216
2.22
162.
95
-2.2% 1.1%
RL160.2m
Ch 142.21 m
-10.
00
-7.8
6
0.00
0.06
10.0
0
161.
869
161.
904
162.
078
162.
076
162.
177
161.
91
161.
8816
1.88
162.
22
CROSS SECTIONS SH3
PATH 1 CROSS SECTIONSSCALE 1:100
OF11
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:10
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
RL160.3m
Ch 2.00 m
-4.0
0
-0.6
6
0.00
2.10
2.31
4.00
OFFSET
162.
292
162.
209
162.
193
162.
089
162.
074
162.
006
EXISTING
162.
21
162.
10
162.
0516
2.10
DESIGN
-2.5%
RL162m
Ch 40.00 m
-4.0
0-3
.38
0.00
2.10
2.67
4.00
163.
522
163.
532
163.
695
163.
805
163.
835
163.
890
163.
5716
3.58
163.
88
163.
9316
3.84
-4.1%
Ch 46.17 m
-4.0
0
-0.6
6
0.00
2.10
3.04
4.00
163.
972
164.
110
164.
111
164.
115
164.
116
164.
118
164.
11
164.
22
164.
27
164.
12
Ch 47.37 m
-4.0
0
-0.4
20.
00
2.10
3.05
4.00
164.
090
164.
151
164.
155
164.
167
164.
168
164.
181
164.
1516
4.22
164.
27
164.
16
Ch 50.00 m
-4.0
0
-0.9
6
0.00
2.10
3.07
4.00
164.
186
164.
210
164.
220
164.
243
164.
261
164.
277
164.
21
164.
37
164.
42
164.
26
RL163.2m
Ch 59.80 m
-4.0
0
-0.7
6
0.00
2.10
3.13
4.00
164.
737
164.
803
164.
804
164.
808
164.
809
164.
816
164.
80
164.
93
164.
98
164.
81
RL163.2m
Ch 61.00 m
-4.0
0
-0.6
5
0.00
2.10
3.02
4.00
164.
828
164.
868
164.
869
164.
876
164.
892
164.
907
164.
88
164.
93
164.
98
164.
89
RL163.8m
Ch 70.00 m
-4.0
0
-0.1
90.
00
2.10
2.72
4.00
165.
604
165.
539
165.
538
165.
525
165.
521
165.
513
165.
5416
5.57
165.
6216
5.52
RL163.8m
Ch 71.20 m
-4.0
0
-0.5
10.
00
2.10
2.75
4.00
165.
719
165.
657
165.
654
165.
641
165.
637
165.
629
165.
6616
5.57
165.
62
165.
59
RL164.5m
Ch 80.54 m
-4.0
0
-2.8
5
-1.5
0
0.00
2.10
2.98
4.00
166.
044
166.
041
166.
038
166.
045
166.
119
166.
131
166.
123
166.
18
166.
16
166.
14
166.
22
166.
27
166.
11
1.8% 1.6% -5.6% 1 in 6.
RL164.5m
Ch 82.04 m
-4.0
0
-1.5
0
0.00
2.10
3.05
4.00
166.
120
166.
106
166.
104
166.
206
166.
231
166.
221
166.
22
166.
17
166.
22
166.
27
166.
16
-3.1%
RL164.7m
Ch 87.00 m
-4.0
0
0.00
2.10
3.26
4.00
166.
433
166.
364
166.
351
166.
322
166.
326
166.
40
166.
46
166.
52
166.
32
1.9% -6.4%
RL164.7m
Ch 88.20 m
-4.0
0
0.00
2.10
2.80
4.00
166.
500
166.
439
166.
396
166.
422
166.
387
166.
44
166.
46
166.
52
166.
42
-0.9% 2.9%
RL165.1m
Ch 100.00 m
-4.0
0
-1.7
0
0.00
2.10
2.59
4.00
166.
778
166.
808
166.
840
166.
976
166.
987
166.
983
166.
86
166.
86
166.
85
166.
9116
6.99
-0.1% 0.3%
RL165.5m
Ch 110.00 m
-4.0
0
-1.8
1
0.00
2.10
2.59
4.00
167.
189
167.
194
167.
205
167.
163
167.
154
167.
175
167.
17
167.
19
167.
1816
7.24
167.
15
-1.% 0.6%
RL165.5m
Ch 111.20 m
-4.0
0-3
.25
0.00
2.10
2.68
4.00
167.
170
167.
154
167.
177
167.
131
167.
139
167.
172
167.
1416
7.15
167.
1816
7.24
167.
14
-2.2%
RL165.2m
Ch 120.10 m
-4.0
0
-0.1
10.
00
2.10
2.42
4.00
166.
924
166.
889
166.
889
166.
900
166.
921
166.
973
166.
8916
6.88
166.
9316
6.90
RL165.1m
Ch 121.30 m
-4.0
0
-0.2
80.
00
2.10
2.55
4.00
166.
876
166.
828
166.
827
166.
839
166.
852
166.
928
166.
8316
6.87
166.
9316
6.85
RL164.9m
Ch 125.21 m
-4.0
0
-0.1
30.
00
2.10
2.24
4.00
166.
696
166.
620
166.
617
166.
620
166.
623
166.
652
166.
6216
6.64
166.
6416
6.62
0.%
RL164.5m
Ch 130.00 m
-4.0
0
-0.2
60.
00
2.10
3.77
4.00
166.
571
166.
310
166.
292
166.
149
166.
076
166.
067
166.
3116
6.35
166.
35
166.
08
0.%
RL164.3m
Ch 133.40 m
-4.0
0
-0.2
80.
00
2.10
3.73
4.00
166.
518
166.
196
166.
171
166.
001
165.
886
165.
867
166.
2016
6.15
166.
15
165.
89
0.%
RL164.3m
Ch 134.49 m
-4.0
0
-0.2
20.
00
2.10
3.76
4.00
166.
508
166.
187
166.
167
165.
990
165.
873
165.
856
166.
1916
6.15
166.
15
165.
87
RL163.9m
Ch 141.50 m
-4.0
0
0.00
2.10
3.46
4.00
166.
391
166.
100
165.
948
165.
855
165.
820
166.
33
165.
67
165.
67
165.
86
1 in 6.1 in 6.
RL163.8m
Ch 142.90 m
-4.0
0
0.00
2.10
3.71
4.00
166.
372
166.
103
165.
949
165.
838
165.
819
166.
24
165.
57
165.
57
165.
84
RL163.8m
Ch 144.50 m
-4.0
0
0.00
2.10
3.66
4.00
166.
322
166.
084
165.
935
165.
829
165.
808
166.
24
165.
57
165.
57
165.
83
1 in 6.0.%
RL163.6m
Ch 150.00 m
-4.0
0
0.00
2.10
4.00
165.
577
165.
826
165.
775
165.
701
165.
70
165.
28
165.
28
165.
60
2.9% 1 in 7.4 0.% 1 in 6.
RL163.4m
Ch 152.87 m
-4.0
0
0.00
2.10
4.00
165.
196
165.
653
165.
643
165.
655
165.
25
165.
13
165.
13
165.
45
-2.2% 9.5%
RL163.4m
Ch 154.07 m
-4.0
0
0.00
2.10
4.00
165.
039
165.
506
165.
589
165.
629
165.
06
165.
13
165.
18
165.
50
-2.5% 6.7% 2.5%
RL162.7m
Ch 159.49 m
-4.0
0
-1.4
1
0.00
2.10
3.16
4.00
164.
307
164.
523
164.
869
165.
019
165.
149
165.
208
164.
39
164.
44
164.
74
164.
80
165.
15
-2.% 1 in 4.71 in 3.
RL162.1m
Ch 164.67 m
-4.0
0-3
.90
-1.1
6
-0.1
80.
00
2.10
2.22
4.00
163.
647
163.
646
163.
920
164.
097
164.
110
164.
351
164.
407
164.
636
163.
6816
3.68
163.
75
164.
1216
4.39
164.
4416
4.41
-2.2% 1 in 2.62.5%
RL160.9m
Ch 10.00 m
-4.0
0
-0.3
60.
00
2.10
2.75
4.00
162.
762
162.
611
162.
606
162.
565
162.
547
162.
511
162.
6116
2.67
162.
62
162.
51
RL161m
Ch 12.70 m
-4.0
0
0.00
2.10
2.67
4.00
162.
873
162.
693
162.
638
162.
624
162.
592
162.
80
162.
76
162.
7016
2.62
1.1%
RL161.3m
Ch 20.00 m
-4.0
0
-0.2
40.
00
2.10
2.39
4.00
163.
070
162.
996
162.
987
162.
936
162.
938
162.
947
163.
0016
3.04
162.
9816
2.94
RL161.5m
Ch 26.49 m
-4.0
0
-0.5
60.
00
2.10
2.43
4.00
163.
096
163.
165
163.
176
163.
236
163.
256
163.
349
163.
1716
3.26
163.
3116
3.26
2.5%
RL161.5m
Ch 32.04 m
-4.0
0
-1.1
4
0.00
2.10
2.85
4.00
163.
249
163.
313
163.
330
163.
386
163.
431
163.
497
163.
31
163.
50
163.
56
163.
43
1 in 6. 2.5%
CROSS SECTIONS SH4OF10
CONCRETE PAVING
ASPHALT OVERLAY
FENCE LINE
EX & PROP LEVELS E123.45 ; P123.45
EX & PROP CONTOURS
HOUSE DRAIN
TABLE DRAIN
EX DRAIN & PIT
PROP DRAIN & PIT
SEWER & PIT
O'HEAD ELEC LINE & POLE
U'GRND ELEC CABLE & PIT
WATERMAIN & FITTING
GASMAIN & FITTING
PHONE CABLE & PIT
LIGHT POLE
CENTRE LINE
TRAVERSE LINE
EX TREE OR SHRUB
TREE TO BE REMOVED
TBM
NOTES AND AMENDMENTS
SURVEY: SCDATE: FEB'19
DESIGNED: CDDATE: MAY'20
CD016-T-VOL(2).dwg
CHECKED:DATE:
MCALPIN RESERVE,RINGWOOD NORTH
CARPARK AND PEDESTRIAN ACCESS WORKS
DATUM:A.H.D
PROJ 016 CONTRACT - ----
016 SCALE:11
LEGENDCIVIL DESIGN PTY LTDM: 0433 322 258E: [email protected]
MAROONDAH CITY COUNCIL
AS SHOWN
ACCESS WAY CENTRELINE 3 CROSS SECTIONSSCALE 1:100
GRAVEL CAR PARK CROSS SECTIONSSCALE 1:100
RL164.1m
Ch 8.44 m
-10.
00
-5.0
0
-2.6
0-2
.53
0.00
3.60
4.08
5.00
10.0
0
OFFSET
165.
994
165.
963
165.
964
165.
931
165.
710
165.
684
165.
700
EXISTING
165.
963
165.
974
165.
888
165.
764
165.
684
DESIGN
3.4% -3.4%
RL164.4m
Ch 20.00 m
-10.
00
-5.0
0
-3.6
0-3
.60
0.00
3.60
3.88
5.00
10.0
0
166.
348
166.
276
166.
276
166.
075
166.
041
166.
044
165.
998
166.
276
166.
276
166.
183
166.
092
166.
044
2.6% -2.5%
RL165m
Ch 10.00 m
-10.
00
-3.2
9-3
.20
0.00
8.10
8.46
10.0
0
OFFSET
166.
707
166.
693
166.
685
166.
587
166.
615
166.
623
166.
655
EXISTING
166.
693
166.
707
166.
700
166.
682
166.
623
DESIGN
0.2% -0.2%
RL165.4m
Ch 20.00 m
-10.
00
-8.5
3-8
.10
0.00
8.10
8.39
10.0
0
167.
023
167.
036
167.
034
166.
961
166.
968
166.
972
166.
995
167.
036
166.
964
166.
993
167.
021
166.
972
-0.4% 0.3%
PATH 1 CROSS SECTIONSSCALE 1:100
RL161.1m
Ch 168.70 m
-4.0
0
-0.1
70.
00
2.10
2.10
4.00
OFFSET
162.
972
163.
600
163.
629
164.
265
164.
266
164.
627
EXISTING
162.
87
163.
9016
4.11
164.
1616
4.16
DESIGN
1 in 3.81 in 3.6
2.5% 1 in 3.
RL161.3m
Ch 170.00 m
-4.0
0
-0.1
70.
00
2.10
3.67
4.00
162.
896
163.
737
163.
779
164.
280
164.
592
164.
634
162.
92
163.
9516
4.02
164.
07
164.
59
1 in 3.7
RL160.8m
Ch 174.62 m
-4.0
0
0.00
2.10
4.00
162.
480
163.
576
164.
117
164.
554
162.
61
163.
70
163.
75
164.
38
1 in 3.61 in 3.
RL160.6m
Ch 178.51 m
-4.0
0-3
.60
0.00
2.10
4.00
162.
134
162.
139
163.
079
163.
658
164.
183
162.
14
163.
43
163.
48
164.
10
1 in 2.5
RL160.5m
Ch 180.44 m
-4.0
0
-2.3
9
0.00
2.10
2.18
4.00
162.
063
162.
194
162.
954
163.
599
163.
622
164.
183
162.
19
163.
29
163.
3516
3.71
164.
10
1 in 2.5
2.5%1 in 3.9
RL160.6m
Ch 190.00 m
-4.0
0
-1.4
5
0.00
2.10
2.18
2.18
4.00
162.
201
162.
335
162.
767
163.
453
163.
479
163.
480
164.
083
162.
34
162.
63
162.
6816
3.51
163.
48
1 in 4.9 2.3%
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