1. RELEVANT AUTHORITIES SHALL BE CONTACTED AT LEAST 24 RELEVANT AUTHORITIES SHALL BE CONTACTED AT LEAST 24 HOURS PRIOR TO ANY WORKS NEAR SERVICES 2. CONTRACTOR TO LOCATE, EXPOSE AND PROTECT EXISTING CONTRACTOR TO LOCATE, EXPOSE AND PROTECT EXISTING SERVICES AT ALL TIMES DURING CONSTRUCTION 3. SERVICE LOCATIONS ARE INDICATIVE ONLY AND SHOULD BE SERVICE LOCATIONS ARE INDICATIVE ONLY AND SHOULD BE CONFIRMED ON SITE PRIOR TO ANY WORKS 4. THE CONTRACTOR WILL BE RESPONSIBLE TO COORDINATE AND THE CONTRACTOR WILL BE RESPONSIBLE TO COORDINATE AND PROGRAM THE RELOCATION OF EXISTING SERVICES
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%%USERVICES NOTES
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1. ALL SET OUT DIMENSIONS AND LEVELS TO BE CONFIRMED ON SITE ALL SET OUT DIMENSIONS AND LEVELS TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF THE WORKS. 2. ONLY USE FIGURED DIMENSIONS DO NOT SCALE OFF DRAWING ONLY USE FIGURED DIMENSIONS DO NOT SCALE OFF DRAWING 3. ALL KERBING TO BE SEMI-MOUNTABLE UNLESS OTHERWISE NOTED. ALL KERBING TO BE SEMI-MOUNTABLE UNLESS OTHERWISE NOTED. 4. LEVELS ARE DESIGNED TO TOP OF ASPHALT. LEVELS ARE DESIGNED TO TOP OF ASPHALT. 5. DO NOT SCALE OFF THESE DRAWINGS. IF IN DOUBT ASK.DO NOT SCALE OFF THESE DRAWINGS. IF IN DOUBT ASK.ASK..
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%%UGENERAL NOTES
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1. ALL AREAS TO BE FILLED SHALL BE COMPLETELY CLEARED OF ALL ALL AREAS TO BE FILLED SHALL BE COMPLETELY CLEARED OF ALL DELETERIOUS MATERIAL, INCLUDING THE FOLLOWING : TREES, ROOTS AND ALL OTHER DECAYED VEGETATION. 2. PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURAL PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURAL CONSTRUCTION, THE ENTIRE SITE AREA IS TO BE COMPACTED AND TESTED IN ACCORDANCE WITH AS1289.5.1.1 TO PRODUCE THE FOLLOWING:· 98% STANDARD COMPACTION AT THE SURFACE AND AT 300mm BELOW SURFACE LEVEL, WHEN PAVEMENTS AND STRUCTURES ARE TO BE CONSTRUCTED, ELSEWHERE 95%. · TESTING SHALL BE CARRIED OUT A RATE OF 1 TEST PER 150 Sq/m AT EACH 200mm LAYER OF FILL (MIN 5 TESTS PER LAYER). TESTING SHALL BE EVENLY SPACED OVER THE ENTIRE SITE, AND AT RANDOM LOCATIONS. TEST RESULTS SHALL BE FORWARDED TO THE SUPERINTENDENT FOR APPROVAL PRIOR TO COMMENCEMENT OF WORKS. 3. ALL NEW FILL SHALL BE COMPACTED TO PRODUCE 98% OF THE ALL NEW FILL SHALL BE COMPACTED TO PRODUCE 98% OF THE STANDARD COMPACTION TO AS 1289.5.1.1 (U.N.O.) WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%. 4. FILL MATERIAL TO BE APPROVED BY THE SUPERINTENDENT. THE FILL MATERIAL TO BE APPROVED BY THE SUPERINTENDENT. THE LOOSE THICKNESS OF EACH LAYER BEFORE COMPACTION SHOULD NOT EXCEED 200mm WITHOUT THE APPROVAL OF THE SUPERINTENDENT. 5. PROVIDE COMPACTION TESTS FOR NEW FILL AS PER NOTE 2. PROVIDE COMPACTION TESTS FOR NEW FILL AS PER NOTE 2. 6. ALL EXISTING FILL WITHIN THE CONSTRUCTION AREA SHALL BE ALL EXISTING FILL WITHIN THE CONSTRUCTION AREA SHALL BE COMPLETELY REMOVED. 7. MATERIAL SHALL BE REPLACED AND COMPACTED IN LAYERS NOT MATERIAL SHALL BE REPLACED AND COMPACTED IN LAYERS NOT EXCEEDING 200mm WHEN MEASURED LOOSE. 8. EACH LAYER SHALL BE COMPACTED TO ACHIEVE A DENSITY OF NOT EACH LAYER SHALL BE COMPACTED TO ACHIEVE A DENSITY OF NOT LESS THAN 98% STANDARD COMPACTION WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%.
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GENERAL COMPACTION NOTES
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LOCATION OF WORK
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WERRIBEE RD
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TOODYAY RD
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DRAWING LIST:
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URBAN STAGE 1 C-16-3130-000 COVER SHEET AND SITE LOCATION PLAN C-16-3130-001 PLAN & PROFILE CHN 0000 - CHN 0480 C-16-3130-002 MAYO ROAD INTERSECTION C-16-3130-003 DRAINAGE PLAN & PROFILE C-16-3130-004 DRAINAGE PLAN & PROFILE C-16-3130-005 DRAINAGE PLAN C-16-3130-006 CROSS SECTIONS SHEET 1 OF 3 C-16-3130-007 CROSS SECTIONS SHEET 2 OF 3 C-16-3130-008 CROSS SECTIONS SHEET 3 OF 3 C-16-3130-009 SIGNAGE & PAVEMENT MARKING URBAN STAGE 2 DESIGN TO BE FINALISED IN CONJUNCTION WITH SUBDIVISION WORKS RURAL STAGE C-16-3130-201 PLAN VIEW 1 C-16-3130-202 PLAN VIEW 2 C-16-3130-203 SIGNAGE & PAVEMENT MARKING SHEET 1 OF 2 C-16-3130-203 SIGNAGE & PAVEMENT MARKING SHEET 2 OF 2
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GOVERNMENT RD
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BAILUP RD
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BURMA RD
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Bailup
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Wooroloo
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BAILUP RD
2
8
2
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2
3
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2
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6
9
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2
2
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0
0
0
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2
4
.
8
1
3
C
S
117.581
L10.000
ST
127.581
L141.2
63
0°17'29"
TS
268.844
L25.0
00
SC
293.844
R
-1
1
0
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8
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R-40.000
L8.916
CT16.810
20
DIAL BEFOREYOU DIGwww.1100.com.au
Andrew Townsend 03/02/17
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WADE STREET - LIMIT OF WORKS
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REVISION
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APPROVED
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ENGINEER
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shall be treated as PRELIMINARY.
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In the absence of the APPROVED signature this drawing
WADE STREETADE STREETDE STREETE STREET STREETSTREETTREETREETEETETT
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MAYO ROAD
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70
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200
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280
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320
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380
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500
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415
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385
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345
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305
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275
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245
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215
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185
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155
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1.8m POWER POLE TO BOK
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CHN 0157.6 DESIGN LOW POINT
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REFER DWG C-16-3118-02 FOR INTERSECTION DETAILS
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MATCHLINE JOINS
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CHN. 0480 0480 C-16-3118-XX
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CHN 0110 - CHN 1090 ROAD TREATMENT: RIP AND RESHAPE EXISTING PAVEMENT TO ACHIEVE A NOMINAL DEPTH OF 150mm. AREAS OF POOR DEPTH OR QUALITY MATERIAL ARE TO RECEIVE FULL 0mm. AREAS OF POOR DEPTH OR QUALITY MATERIAL ARE TO RECEIVE FULL BOX OUT. IMPORT NOMINAL 100mm COMPACTED FERRICRETE BASE OVER IMPORT NOMINAL 100mm COMPACTED FERRICRETE BASE OVER BLENDED ROAD PROFILINGS. ACHIEVE 7.4m FORMATION FOR 6.4m SEAL. 30mm 30mm DENSE GRADED ASPHALT (AC10) OVER PRIME SEAL FOR WEARING COURSE.
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INSTALL 800m² 30mm ASPHALT OVERLAY TYP.
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LEGEND ADDITIONAL WIDENING OVER EXISTING SEAL WIDTH AREAS OF EXISTING SEAL TO BE REMOVED APPROX. AREAS OF PROFILING REQUIRED AREA OF ASPHALT OVERLAY ONLY
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SMK 2
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TP BUS STOP NO. 15227 (9 PASS/WEEKDAY)
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INSTALL 85m SM KERB CHN 0110 - 0195 MATCH INTO SEP
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INSTALL 141m SM KERB, GOVERNMENT RD - WADE ST. INSTALL R3.5 TAPERS TO SCHOOL CARPARK
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INSTALL 405m SM KERB CHN 0020 (WADE ST) - 0070 (MAYO RD). TRANSITION TO CROSSOVER (CK) TYPE KERB FOR 12* CROSSOVERS (TOTAL)
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RETAIN EXISTING KERB CHN 0020 - 0110
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PROPOSED EDGE OF SEAL
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EXISTING EDGE OF SEAL
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REFER SHEET - 04 FOR DRAINAGE DETAILS
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PROPOSED 0.5m COMPACTED GRAVEL SHOULDER
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GOVERNMENT ROAD
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REINSTATE 9* WESTERN GRAVEL CROSSOVERS TO ASPHALT FOOTPATH, SOM TO OFFER PART-PAYMENT UPGRADE TO CONCRETE TO RESIDENTS. ENSURE 300mm MIN. COVER TO STORMWATER
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REINSTATE 3* GRAVEL CROSSOVERS TO BOUNDARY
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NARROW SOUTHERN ROAD EDGE NOM. 1.4m FROM EXISTING FOK TO PROPOSED FOK CHN 0000 - 0110.
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TRANSITION KERB TO EXISTING ROAD WIDTH AT R12
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SHARED CROSSOVER
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EXISTING EDGE OF SEAL
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VEGETATION REMOVAL REQUIRED, CLEAR TO 1.5m OFF EOS (TBC)
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TRANSITION TO 30mm ASPHALT OVERLAY
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REINSTATE 50m² (TOTAL) BROWN ASPHALT FOOTPATH
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INSTALL 2* CONCRETE KERB RAMPS (TYPE A SINGLE WING). ENSURE 1.5m PATH BEHIND RAMP
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2* EXISTING VARIABLE SPEED SCHOOL ZONE SIGNS, LIAISE WITH MRWA FOR RELOCATION TO 600mm CLEAR OF EOS
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INSTALL 2* CONCRETE KERB RAMPS (TYPE A SINGLE WING, TYPE B)
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EXISTING BROWN ASPHALT FOOTPATH
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SMK 2
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SMK 2
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SMK 2
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SMK 2
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SMK 2
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Wooroloo Primary School
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REINSTATE EXISTING ASPHALT CROSSOVER
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REINSTATE CONCRETE CROSSOVER TO ASPHALT FOOTPATH
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REFER X-SECTIONS FOR PROFILING DETAILS
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GS
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AT
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G
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A
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140
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140
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200
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270
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300
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350
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360
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410
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410
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420
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470
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LHS-2.0%
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RHS2.0%
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LHS-2.0%
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RHS2.0%
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LHS-3.9%
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RHS3.9%
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LHS-4.0%
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RHS4.0%
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LHS-3.0%
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LHS & RHS-3.0%
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VPI 235.100
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VPI 235.486
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VPI 237.200
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VPI 241.700
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CH 157.570
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CH 196.140
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CH 309.912
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CH 396.338
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-0.5%
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1%
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1.51%
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5.21%
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2.38%
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VERTICAL GRADE
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6.67 K
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98.68 K
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13.51 K
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30.06 K
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VERTICAL CURVE
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LVC 10
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LVC 50
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LVC 50
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LVC 85
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R -115
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HORIZONTAL ALIGNMENT
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ARC 37.398
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ARC LENGTH
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TAN 139.875
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TAN 253.073
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S25
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S25
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130.000
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0.065
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235.173
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235.238
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140.000
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0.054
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235.134
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235.188
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152.570
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-0.038
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235.163
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235.125
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155.903
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-0.056
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235.173
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235.117
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157.570
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-0.059
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235.178
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235.119
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160.000
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-0.056
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235.186
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235.129
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162.570
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-0.043
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235.193
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235.150
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171.140
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-0.000
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235.236
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235.236
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180.000
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0.031
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235.298
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235.328
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196.140
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0.059
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235.459
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235.517
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200.000
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0.058
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235.508
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235.567
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220.000
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0.063
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235.782
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235.845
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221.140
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0.064
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235.798
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235.862
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240.000
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0.071
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236.076
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236.147
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260.000
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0.072
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236.376
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236.448
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267.456
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0.088
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236.472
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236.560
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280.000
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0.088
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236.662
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236.749
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284.912
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0.098
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236.725
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236.823
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292.456
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0.080
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236.878
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236.958
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300.000
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0.072
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237.063
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237.135
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309.912
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0.086
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237.346
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237.431
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320.000
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0.053
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237.754
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237.808
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329.854
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0.090
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238.158
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238.248
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334.912
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0.072
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238.429
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238.502
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340.000
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0.074
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238.692
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238.767
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353.838
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0.068
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239.419
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239.487
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354.854
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0.067
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239.473
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239.540
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360.000
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0.055
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239.747
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239.802
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380.000
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0.054
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240.681
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240.735
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396.338
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0.070
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241.330
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241.400
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400.000
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0.067
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241.469
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241.536
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420.000
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0.076
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242.128
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242.204
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438.838
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0.069
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242.642
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242.711
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440.000
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0.069
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242.669
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242.739
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460.000
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0.099
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243.116
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243.215
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470.000
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0.126
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243.326
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243.452
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SUPERELEVATION
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CHAINAGE
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DEPTH (-CUT/+FILL)
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NATURAL SURFACE
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DESIGN LEVEL
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DATUM R.L. 234.0
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SCALE 1:500 HORIZ.
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DIAL BEFOREYOU DIGwww.1100.com.au
Andrew Townsend 03/02/17
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In the absence of the APPROVED signature this drawing
CLAYDEN STREETLAYDEN STREETAYDEN STREETYDEN STREETDEN STREETEN STREETN STREET STREETSTREETTREETREETEETETT
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RESERVE 25786
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RESERVE 11625
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REMOVE EXISTING RED ASPHALT FOOTPATH AS SHOWN. INSTALL 12m², 1.8m WIDE RED ASPHALT PATH WITH MAX GRADE 5% TO ROAD AND CONCRETE KERB RAMP. (TYPE B)
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REINSTATE EXISTING GRAVEL CROSSOVER TO SUIT NEW ALIGNMENT
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REINSTATE EXISTING GRAVEL CROSSOVER TO SUIT NEW ALIGNMENT
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25
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415
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45
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EXISTING EOS
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DESIGN EOS
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MATCH INTO EXISTING INTERSECTION SWEEPS
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1. RELEVANT AUTHORITIES SHALL BE CONTACTED AT LEAST 24 HOURS PRIOR TO RELEVANT AUTHORITIES SHALL BE CONTACTED AT LEAST 24 HOURS PRIOR TO ANY WORKS NEAR SERVICES. 2. CONTRACTOR TO LOCATE, EXPOSE AND PROTECT EXISTING SERVICES AT ALL CONTRACTOR TO LOCATE, EXPOSE AND PROTECT EXISTING SERVICES AT ALL TIMES DURING CONSTRUCTION. 3. SERVICE LOCATIONS ON PLAN ARE INDICATIVE ONLY AND SHOULD BE CONFIRMED SERVICE LOCATIONS ON PLAN ARE INDICATIVE ONLY AND SHOULD BE CONFIRMED ON SITE PRIOR TO ANY WORKS. 4. THE CONTRACTOR/ SUPERVISOR SHALL BE RESPONSIBLE TO COORDINATE AND THE CONTRACTOR/ SUPERVISOR SHALL BE RESPONSIBLE TO COORDINATE AND PROGRAM THE RELOCATION OF EXISTING SERVICES.
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%%USERVICES NOTES
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1. ALL SETOUT DIMENSIONS AND LEVELS TO BE CONFIRMED ON SITE PRIOR TO ALL SETOUT DIMENSIONS AND LEVELS TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF THE WORKS. 2. ONLY USE FIGURED DIMENSIONS - DO NOT SCALE OFF DRAWING. IF IN DOUBT ASK. ONLY USE FIGURED DIMENSIONS - DO NOT SCALE OFF DRAWING. IF IN DOUBT ASK. ASK. . 3. ALL KERBING TO BE SEMI-MOUNTABLE UNLESS OTHERWISE NOTED. ALL KERBING TO BE SEMI-MOUNTABLE UNLESS OTHERWISE NOTED. 4. LEVELS ARE DESIGNED TO TOP OF ASPHALT.LEVELS ARE DESIGNED TO TOP OF ASPHALT.
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%%UGENERAL NOTES
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1. ALL AREAS TO BE FILLED SHALL BE COMPLETELY CLEARED OF ALL DELETERIOUS ALL AREAS TO BE FILLED SHALL BE COMPLETELY CLEARED OF ALL DELETERIOUS MATERIAL, INCLUDING THE FOLLOWING : TREES, ROOTS AND ALL OTHER DECAYED VEGETATION. 2. PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURAL CONSTRUCTION, PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURAL CONSTRUCTION, THE ENTIRE SITE AREA IS TO BE COMPACTED AND TESTED IN ACCORDANCE WITH AS1289.5.1.1 TO PRODUCE THE FOLLOWING:· 98% STANDARD COMPACTION AT THE SURFACE AND AT 300mm BELOW SURFACE LEVEL, WHEN PAVEMENTS AND STRUCTURES ARE TO BE CONSTRUCTED, ELSEWHERE 95%. · TESTING SHALL BE CARRIED OUT A RATE OF 1 TEST PER 150 Sq/m AT EACH 200mm LAYER OF FILL (MIN 5 TESTS PER LAYER). TESTING SHALL BE EVENLY SPACED OVER THE ENTIRE SITE, AND AT RANDOM LOCATIONS. TEST RESULTS SHALL BE FORWARDED TO THE SITE SUPERVISOR FOR APPROVAL PRIOR TO COMMENCEMENT OF WORKS. 3. ALL NEW FILL SHALL BE COMPACTED TO PRODUCE 98% OF THE STANDARD ALL NEW FILL SHALL BE COMPACTED TO PRODUCE 98% OF THE STANDARD COMPACTION TO AS 1289.5.1.1 (U.N.O.) WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%. 4. FILL MATERIAL TO BE APPROVED BY THE SITE SUPERVISOR. THE LOOSE FILL MATERIAL TO BE APPROVED BY THE SITE SUPERVISOR. THE LOOSE THICKNESS OF EACH LAYER BEFORE COMPACTION SHOULD NOT EXCEED 200mm WITHOUT THE APPROVAL OF THE SITE SUPERVISOR. 5. PROVIDE COMPACTION TESTS FOR NEW FILL AS PER NOTE 2. PROVIDE COMPACTION TESTS FOR NEW FILL AS PER NOTE 2. 6. MATERIAL SHALL BE REPLACED AND COMPACTED IN LAYERS NOT EXCEEDING MATERIAL SHALL BE REPLACED AND COMPACTED IN LAYERS NOT EXCEEDING 200mm WHEN MEASURED LOOSE. 7. EACH LAYER SHALL BE COMPACTED TO ACHIEVE A DENSITY OF NOT LESS THAN EACH LAYER SHALL BE COMPACTED TO ACHIEVE A DENSITY OF NOT LESS THAN 98% STANDARD COMPACTION WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%.
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GENERAL COMPACTION NOTES
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MATCHLINE JOINS
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CHN. 0414 0414 C-15-3118-07
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MATCHLINE JOINS
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CHN. 0514 0514 C-16-3118-XX
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REMOVE/ RIP 70m EXISTING ROAD ALIGNMENT AND REVEGETATE
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EXISTING HV POWER POLE TO REMAIN (APPROX 0.7m FROM EOS
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LIMIT OF STAGE 1 WORKS 1 in 50m TAPERS TO EXISTING WIDTH
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PAVEMENT EDGE WITH SEMI-MOUNTABLE KERB - SMK2 SCALE 1:10
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1
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1
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SEMI-MOUNTABLE KERB (TYPE SMK2)
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ASPHALT AS SPECIFIED
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COMPACT SUB GRADE TO 95% MMDD
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EXTEND PRIMER SEAL 100mm BEYOND BACK OF KERB
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5/7mm PRIMER SEAL
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ASPHALT
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PRIMER SEAL
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SMK2 SCALE 1:10
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PRIMER SEAL
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CK-2 SCALE 1:10
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FUTURE FOOTPATH ALIGNMENT TO SUBDIVISION
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FUTURE FOOTPATH ALIGNMENT TO CLAYDEN STREET
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MINOR VEGETATION PRUNING AND REMOVAL REQUIRED
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LEGEND ADDITIONAL WIDENING OVER EXISTING SEAL WIDTH AREAS OF SEAL TO BE REMOVED APPROX. AREAS OF PROFILING REQUIRED AREA OF ASPHALT OVERLAY ONLY
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EXTENT OF ASPHALT OVERLAY
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INSTALL 405m SM KERB CHN 0020 (WADE ST) - 0070 (MAYO RD). TRANSITION TO CROSSOVER (CK) TYPE KERB FOR 10* CROSSOVERS
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TIE INTO EXISTING SMK
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INSTALL 41m SMK
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STAGE 2 WORKS
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REFER SHEET 05 FOR DRAINAGE DETAILS
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PATH WIDTH
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NB. KERB RAMP TO BE USED ONLY WHEN FOOTPATH
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IS NOT KERB ALIGNED. IF TACTILE INDICATORS ARE
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PROPERTY BDY.
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REQUIRED, REFER TO AS/NZS 1428.4:2002.
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%%UKERB RAMP - TYPE B
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SCALE 1:50
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1 IN 10
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1 IN 10
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1 IN 10
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KERB
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%%UKERB RAMP - TYPE A
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SCALE 1:50
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B
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-
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NOTES: 1. USED WHEN RAMP CAN BE ACCESSED FROM SIDE (I.E. WINGS ARE USED WHEN RAMP CAN BE ACCESSED FROM SIDE (I.E. WINGS ARE ACCESSIBLE FOR PEOPLE WITH DISABILITIES) 2. CONCRETE CLASS SHALL BE 25 Mpa. THICKNESS 100mm MIN.CONCRETE CLASS SHALL BE 25 Mpa. THICKNESS 100mm MIN.
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%%USECTION A-A
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KERB
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FINISH ROAD LEVEL
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PRAM RAMP 1 IN 10 MAX
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%%USECTION B-B
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A
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-
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MATCH AND TIE INTO KERB TYPE
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R0.3
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B
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-
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KERB ALIGNED PATH. SEE NOTE 5
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TAPER INTO KERB
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1 IN 10
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FOOTPATH
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MAYO ROAD - LIMIT OF WORKS
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INSTALL 15m SMK ON INTERSECTION SWEEP
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MAYO ROAD: CLAYDEN - BAILUP TREATMENT IMPORT FERRICRETE GRAVEL TO ACHIEVE A NOMINAL PAVEMENT DEPTH OF ACHIEVE A NOMINAL PAVEMENT DEPTH OF 150mm. AREAS OF EXISTING SEAL ARE TO BE OVERLAYED AS SHOWN. 0mm. AREAS OF EXISTING SEAL ARE TO BE OVERLAYED AS SHOWN. OF EXISTING SEAL ARE TO BE OVERLAYED AS SHOWN. . ACHIEVE 7.0m FORMATION FOR 6.0m SEAL. INSTALL 30mm DENSE GRADED INSTALL 30mm DENSE GRADED ASPHALT (AC10) OVER PRIME SEAL FOR WEARING COURSE.
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DIAL BEFOREYOU DIGwww.1100.com.au
Andrew Townsend 03/02/17
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No.
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REVISION
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APPROVED
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ENGINEER
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DATE
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shall be treated as PRELIMINARY.
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Drawn:
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Approved:
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Draft
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Check:
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Scale:
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Check:
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Size
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Drg.
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No.
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Rev
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Title
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Project
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A1
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Cadfile:
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Datum:
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Design:
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Engineer
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In the absence of the APPROVED signature this drawing
CHN: 4.530 - TOODYAY RD (END) LOCALISED SHOULDER MAINTENANCE AND VEGETATION CLEARING ONLY
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C
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L
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150mm (NOM. THICKNESS) COMPACTED GRAVEL WHERE FULL BOX OUT IS REQUIRED
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INSTALL CLEAN FILL @ 1 in 4 SLOPE WHERE POSSIBLE
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EXISTING PAVEMENT
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TYPICAL CROSS-SECTION CHN 2300- CHN 3490
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MATCH EXISTING XFALL%
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1. RELEVANT AUTHORITIES SHALL BE CONTACTED AT LEAST 24 HOURS PRIOR TO RELEVANT AUTHORITIES SHALL BE CONTACTED AT LEAST 24 HOURS PRIOR TO ANY WORKS NEAR SERVICES. 2. CONTRACTOR TO LOCATE, EXPOSE AND PROTECT EXISTING SERVICES AT ALL CONTRACTOR TO LOCATE, EXPOSE AND PROTECT EXISTING SERVICES AT ALL TIMES DURING CONSTRUCTION. 3. SERVICE LOCATIONS ON PLAN ARE INDICATIVE ONLY AND SHOULD BE CONFIRMED SERVICE LOCATIONS ON PLAN ARE INDICATIVE ONLY AND SHOULD BE CONFIRMED ON SITE PRIOR TO ANY WORKS. 4. THE CONTRACTOR/ SUPERVISOR SHALL BE RESPONSIBLE TO COORDINATE AND THE CONTRACTOR/ SUPERVISOR SHALL BE RESPONSIBLE TO COORDINATE AND PROGRAM THE RELOCATION OF EXISTING SERVICES.
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%%USERVICES NOTES
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1. ALL SETOUT DIMENSIONS AND LEVELS TO BE CONFIRMED ON SITE PRIOR TO ALL SETOUT DIMENSIONS AND LEVELS TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF THE WORKS. 2. ONLY USE FIGURED DIMENSIONS - DO NOT SCALE OFF DRAWING. IF IN DOUBT ASK. ONLY USE FIGURED DIMENSIONS - DO NOT SCALE OFF DRAWING. IF IN DOUBT ASK. ASK. . 3. ALL KERBING TO BE SEMI-MOUNTABLE UNLESS OTHERWISE NOTED. ALL KERBING TO BE SEMI-MOUNTABLE UNLESS OTHERWISE NOTED. 4. LEVELS ARE DESIGNED TO TOP OF ASPHALT.LEVELS ARE DESIGNED TO TOP OF ASPHALT.
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%%UGENERAL NOTES
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1. ALL AREAS TO BE FILLED SHALL BE COMPLETELY CLEARED OF ALL DELETERIOUS ALL AREAS TO BE FILLED SHALL BE COMPLETELY CLEARED OF ALL DELETERIOUS MATERIAL, INCLUDING THE FOLLOWING : TREES, ROOTS AND ALL OTHER DECAYED VEGETATION. 2. PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURAL CONSTRUCTION, PRIOR TO THE COMMENCEMENT OF ANY CIVIL OR STRUCTURAL CONSTRUCTION, THE ENTIRE SITE AREA IS TO BE COMPACTED AND TESTED IN ACCORDANCE WITH AS1289.5.1.1 TO PRODUCE THE FOLLOWING:· 98% STANDARD COMPACTION AT THE SURFACE AND AT 300mm BELOW SURFACE LEVEL, WHEN PAVEMENTS AND STRUCTURES ARE TO BE CONSTRUCTED, ELSEWHERE 95%. TESTING SHALL BE CARRIED OUT A RATE OF 1 TEST PER 150 Sq/m AT EACH 200mm LAYER OF FILL (MIN 5 TESTS PER LAYER). TESTING SHALL BE EVENLY SPACED OVER THE ENTIRE SITE, AND AT RANDOM LOCATIONS. TEST RESULTS SHALL BE FORWARDED TO THE SITE SUPERVISOR FOR APPROVAL PRIOR TO COMMENCEMENT OF WORKS. 3. ALL NEW FILL SHALL BE COMPACTED TO PRODUCE 98% OF THE STANDARD ALL NEW FILL SHALL BE COMPACTED TO PRODUCE 98% OF THE STANDARD COMPACTION TO AS 1289.5.1.1 (U.N.O.) WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%. 4. FILL MATERIAL TO BE APPROVED BY THE SITE SUPERVISOR. THE LOOSE FILL MATERIAL TO BE APPROVED BY THE SITE SUPERVISOR. THE LOOSE THICKNESS OF EACH LAYER BEFORE COMPACTION SHOULD NOT EXCEED 200mm WITHOUT THE APPROVAL OF THE SITE SUPERVISOR. 5. PROVIDE COMPACTION TESTS FOR NEW FILL AS PER NOTE 2. PROVIDE COMPACTION TESTS FOR NEW FILL AS PER NOTE 2. 6. MATERIAL SHALL BE REPLACED AND COMPACTED IN LAYERS NOT EXCEEDING MATERIAL SHALL BE REPLACED AND COMPACTED IN LAYERS NOT EXCEEDING 200mm WHEN MEASURED LOOSE. 7. EACH LAYER SHALL BE COMPACTED TO ACHIEVE A DENSITY OF NOT LESS THAN EACH LAYER SHALL BE COMPACTED TO ACHIEVE A DENSITY OF NOT LESS THAN 98% STANDARD COMPACTION WHEN BENEATH PAVING AND STRUCTURES, ELSEWHERE 95%.
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GENERAL COMPACTION NOTES
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FUTURE WIDENING AND SEALING WORKS
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MAINTAIN 0.8m SHOULDER
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MATCH SEAL INTO INTERSECTION SWEEPS
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MAINTAIN DRAINAGE CHUTES
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MATCHLINE JOINS
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CHN. 1840 1840 C-16-3130-XX
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CHN. 5600 5600 C-16-3130-202
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SIGNIFICANT VEGETATION
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ADDITIONAL LOCALISED SHOULDER MAINTENANCE MAY BE REQUIRED, TBD BY SITE SUPERVISOR
GLESNA PARK LESNA PARK ESNA PARK SNA PARK NA PARK A PARK PARK PARK ARK RK K ROAD (UNMADE)OAD (UNMADE)AD (UNMADE)D (UNMADE) (UNMADE)(UNMADE)UNMADE)NMADE)MADE)ADE)DE)E))
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6300
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6300
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6300
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3064
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7995
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8000
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10200
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10005
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9400
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9305
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7995
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CHN 10300.00 LIMIT OF WORKS
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ADDITIONAL LOCALISED SHOULDER MAINTENANCE MAY BE REQUIRED, TBD BY SITE SUPERVISOR
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MATCHLINE JOINS
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CHN. 5600 5600 C-16-3130-201
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REFER DWG C-16-3118-101 FOR GENERAL NOTES AND DETAILS
