6160 59 62 d 52 5357 51 d stage 2 goodenia grovedlilac
TRANSCRIPT
LEGEND:
NOTES:
141
PEPPERMINT GROVE
SWALLOWTAIL STREET
WAGTAIL WAY
LILAC PARADE
GOOD
ENIA
GRO
VE
LILAC
PARAD
E
GOODENIA GROVE
D
D
D
DD
DD
DD
D
DD
DD
DD
D
D
D
D
DD
D
DD
D
D
596061
62
575352
51
50
56
55
54
17
16
19
20
2122
REFER TO DRAWING126 FOR DETAILS
BASIN 4REFER TO DRAWING
127 FOR DETAILS
7
8
9
STAGE 2
STAGE 7
STAGE 6
I:\20
16\1
6130
1-16
1400
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ge 1
\AD
L161
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3, 1
2/9/
2018
10:
00 A
M, m
jeffs
When sheet printed full size, the scale bar is 100mm.0 50 100mm
C
A1 DRAWING NUMBERSheet No.Job Number Rev.
Design Drawn
60 Wyatt Street, AdelaideSouth Australia 5000
Telephone 08 8223 7433Email [email protected]
REV. DATE DESCRIPTION DRAFT CHKDENG.
CONS
TRUC
TION I
SSUE
102ADL161322MWRJ MWRJ
ROADS & STORMWATER PLAN 2/2FOR LANSER COMMUNITIESFLAXLEY ROAD, MOUNT BARKERCLOVER PARK - STAGE 1
FOR CONTINUATION REFER TO DRAWING ADL161322-101
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JUNCTION BOX (JB.)
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SIDE ENTRY PIT (SEP.)
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17.5
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EXISTING CONTOURS
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DESIGN CONTOURS (250mm INTERVALS)
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MOUNTABLE KERB AND CHANNEL
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SPOON DRAIN
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1. ALL DRAWINGS TO BE READ IN CONJUNCTION WITH THE LANDSCAPE ALL DRAWINGS TO BE READ IN CONJUNCTION WITH THE LANDSCAPE ARCHITECTS DRAWINGS, OTHER CONSULTANTS DRAWINGS & THE SPECIFICATION. 2. ALL UPVC STORMWATER PIPES ARE TO BE SEWER CLASS 'SN4'. U.N.O. ALL UPVC STORMWATER PIPES ARE TO BE SEWER CLASS 'SN4'. U.N.O. 3. ALL R.C. STORMWATER PIPES ARE TO BE CLASS '2' WITH BEDDING ALL R.C. STORMWATER PIPES ARE TO BE CLASS '2' WITH BEDDING TYPE 'HS2'. U.N.O. 4. ALL EXISTING SERVICES ARE TO BE LOCATED BY THE CONTRACTOR ALL EXISTING SERVICES ARE TO BE LOCATED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK AT CONTRACTORS COST. 5. ALL ROAD BATTERS IN ALLOTMENTS TO BE LEVEL 1 CONTROL FILL.ALL ROAD BATTERS IN ALLOTMENTS TO BE LEVEL 1 CONTROL FILL.
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CONCRETE PATH WITH KERB RAMP
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MOUNTABLE KERB ONLY
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STORMWATER PIPE - RCP PIPE
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337.0
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STORMWATER PIPE - UPVC PIPE
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ALLOTMENT STORMWATER CONNECTION
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NS: 347.16
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DS: 347.46
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H= 0.30
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DRAINAGE OUTLET KERB INSERT
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TREE TO BE REMOVED
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DESIGN SURFACE LEVEL
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TRANSFORMER/SWITCHING CUBICLE EASEMENT
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56.97
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KERB TRANSITION OVER 2.0m
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CUT(-)/FILL DEPTH (H) DESIGN SURFACE LEVEL (DS) NATURAL SURFACE LEVEL (NS)
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OBSTRUCTION MARKER MOUNTED IN 44 GALLON DRUMS FILLED WITH SAND
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D4-5A
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STORMWATER DRAINAGE PIT NUMBER
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FUTURE STORMWATER PIPE
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MOUNTABLE KERB AND TRAY
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STORMWATER INSPECTION OPENING
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TREE WITH TREE PROTECTION ZONE
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GRATED INLET PIT (GIP.)
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DESIGN LEVELS G.- GRATE INLET GRATE INLET IL.- INVERTINVERT
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GABION WALL
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A.C. PAVEMENT TYPE 1
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FIELD GULLY (FG.)
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EXISTING TREE NUMBERS
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ROCK PITCHING
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GROSS POLLUTANT TRAP (ROCLA CDS)
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A.C. PAVEMENT TYPE 2
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A.C. PAVEMENT TYPE 3
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A.C. PAVEMENT TYPE 4
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LEVEL 1 CONTROLLED FILL
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MEDIAN KERB
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BARRIER KERB AND CHANNEL
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BARRIER KERB ONLY
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LANDSCAPING
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CONCRETE PLINTH
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BLOCK PAVING - TYPE 1
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A04
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BLOCK PAVING - TYPE 2
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EDGE KERB
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525%%C RCP - LINE 17
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450%%C RCP - LINE 20
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375%%c RCP
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600%%C RCP
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375%%C RCP - LINE 13
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375%%C RCP - LINE 13
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375%%c RCP
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LINE15
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900%%C RCP - LINE 20
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375%%C RCP - LINE 13
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450%%C RCP
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450%%C RCP - LINE 17
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525%%C RCP - LINE 20
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900%%C RCP
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375%%C
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900%%C RCP
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900%%C RCP - LINE 20
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900%%C RCP - LINE 20
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900%%C RCP - LINE 20
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900%%C RCP - LINE 16
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525%%C RCP - LINE 16
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D4-5A
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D4-5A
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D4-5A
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D4-5A
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D4-5A
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900%%C RCP
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300%%C RCP
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600%%C RCP
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LINE 17
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375%%c RCP
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EXISTING FENCE TO BE REMOVED
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EXISTING FENCE TO BE REMOVED
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A16
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A30
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A31
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A33
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A34
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A35
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A36
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A37
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A38
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A39
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C02
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C05
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C03
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C06
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C04
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D01
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D02
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D04
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D05
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D03
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D06
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D07
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D16
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D09
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D08
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D10
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D11
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D12
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D13
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D14
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D15
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E01
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E02
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E10
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E03
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E11
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E04
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E05
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E06
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E07
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E12
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E08
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E15
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E13
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E09
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E14
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LINE 11
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LINE 14
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375%%c RCP
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375%%c RCP
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LINE 21
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LINE 22
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LINE 22
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LINE 23
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TEMP. 150mm PM2/20 BASE TURN AROUND, 9.0m RADIUS WITH HAZARD BOARD AT END OF ROAD. FINISHED SURFACE TO MATCH EXISTING NATURAL SURFACE (AS NEAR AS PRACTICABLE)
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TEMP. 150mm PM2/20 BASE TURN AROUND, 9.0m RADIUS WITH HAZARD BOARD AT END OF ROAD. FINISHED SURFACE TO MATCH EXISTING NATURAL SURFACE (AS NEAR AS PRACTICABLE)
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WALKWAY. REFER TO DRAWING 129 FOR DETAILS.
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FUTURE BASIN
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PROVIDE 300 HIGH TEMPORARY STORMWATER BUND WITH 1 IN 3 BATTER SLOPES. TOE OF BATTER TO BE 1.0m FROM BOUNDARY.
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BL.364.000
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BATTER FROM BOUNDARY LEVEL TO BENCH LEVEL AT 1 IN 2.
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DAM BUND ALREADY REMOVED
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202
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201
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200
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243
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240
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239
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238
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237
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236
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204
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203
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189
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158
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230
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231
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232
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233
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235
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234
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210
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209
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208
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207
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206
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205
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166
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165
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164
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163
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184
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183
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182
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185
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186
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187
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160
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162
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161
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129
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128
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127
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126
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130
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131
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132
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133
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244
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245
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246
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RESERVE
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RESERVE
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RESERVE
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241
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242
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248
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26
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27
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113
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112
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111
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114
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115
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116
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188
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159
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WALKWAY
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192
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195
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196
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197
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150
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190
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153
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156
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157
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155
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154
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149
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DAM
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DAM
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3
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MJ
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MJ
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MJ
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MJ
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MJ
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MJ
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SA
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SA
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SA
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SA
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SA
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SA
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MJ
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SA
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A
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B
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C
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0
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1
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2
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7.08.17
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INFORMATION ISSUE
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8.11.17
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ISSUED FOR APPROVAL
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18.01.18
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RE-ISSUED FOR APPROVAL
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14.02.18
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ISSUED FOR CONSTRUCTION
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22.02.18
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LOT FILLING REVISED, BLOCK PAVING THRESHOLDS ADDED
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9.03.18
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REVISIONS AS CLOUDED
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3
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12.09.18
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REVISIONS AS CLOUDED
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10
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5
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0
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10
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20
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SCALE BAR (m)
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3
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3
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3
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3