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TRANSCRIPT
SV
BOL
BO
L
BOL
BOL
(AREA B
324° 10' 05"
38
.5
8
DP 121
TEL
P
P
CONCRETE FOOTPATH
GRASS AREA
GRASS AREA
DRIVE WAY
(
.
3
,
6
,
3
)
(
.
3
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7
,
5
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LX 8HPULSE
LX 8HPULSE
LX 8HPULSE
LX 8HPULSE
AIR
&
W
AT
ER
EXIT
ON
LY
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200056
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CLIENT:
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PROJECT:
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DATE:
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JOB No.
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SCALE:
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DRG.No.
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DA ISSUE
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REV No.
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INIT.
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COMMENTS
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DATE
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PROPOSED DEVELOPMENT AT LOT D EASTERN ROAD ROOTY HILL - NSW 2766
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7 ELEVEN
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MAY 2020
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A
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GM
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25.03.20
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PRE-DA ISSUE
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B
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GM
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03.06.20
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PRE-DA ISSUE
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1:200 @ A3
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REV A
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C01
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DRAINAGE PLAN
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PROPOSED ACCESS WAY
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7-11 184m 2
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7 - ELEVEN STORE
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UP
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DIGITAL ADV. SIGN
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RECYCLABLE
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WASTE
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RECYCLABLE
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WASTE
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LPG GAS BOTTLES
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OIL / WATER SEPARATOR
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DP
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33.80
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33.70
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33.70
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33.75
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33.83
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33.90
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34.00
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34.00
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34.20
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34.40
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34.15
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DP
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DP
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DP
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A
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B
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C
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D
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E
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H
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J
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K
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L
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M
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P
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2
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8
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9
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10
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13
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DP
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DP
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DP
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33.85
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N
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F
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1
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G
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3
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4
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5
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6
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11
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12
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14
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7
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33.90
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33.80
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FFL = 34.50
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34.10
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34.00
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34.10
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34.50
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34.30
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LEGEND
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8.50
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42.5
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NEW FINISHED PAVEMENT CONTOURS
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FINISHED PAVEMENT LEVEL
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PROPOSED STORMWATER DRAINAGE LINE
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GENERAL NOTES: 1. SITE PLANS SHALL BE READ IN SITE PLANS SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL SITE SETOUT. 2. REFER DWG. C02 FOR LINE SCHEDULE. REFER DWG. C02 FOR LINE SCHEDULE.REFER DWG. C02 FOR LINE SCHEDULE.
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INLET PIT
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KERB & GUTTER
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LINE TAG
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PIT TAG
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C
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3
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RAINWATER LINE
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MIN. 4000L RAINWATER TANK. REUSE FOR TOILET FLUSHING AND LANDSCAPE IRRIGATION. TO FUTURE DETAIL.
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10000L UNDERGROUND OIL/WATER HOLDING PIT. TO FUTURE DETAIL.
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BIO BASIN A FILTER AREA = 4 m² STORAGE AREA = 9m² DETENTION DEPTH = 100mm FILTER DEPTH = 550mm
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BIO BASIN B FILTER AREA = 14 m² STORAGE AREA = 22m² DETENTION DEPTH = 100mm FILTER DEPTH = 400mm
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BIO BASIN C FILTER AREA = 11 m² STORAGE AREA = 21m² DETENTION DEPTH = 100mm FILTER DEPTH = 400mm
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C
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C03
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A
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C03
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B
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C03
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EXISTING STORMWATER DRAINAGE LINE
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HIT & MISS KERB
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EXISTING SUBDIVISION DRAINAGE LINE.
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150OVERFLOW PIPE.
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S300/250.C1 STORMCEPTOR TREATMENT FLOW RATE CAPACITY = 35L/S DEVELOPMENT 2EY FLOW RATE = 32L/S
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EXISTING OSD BASIN SURCHARGE PIT.
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EXISTING SUBDIVISION OSD BASIN.
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D
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C04
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SUBSOIL DRAIN LINE
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PROPOSED OIL/WATER SEPARATOR. CONNECTED TO SYDNEY WATER SEWER.
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UNDER CANOPY DRAINAGE
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PROPOSED 400mm HIGH LOW HEIGHT RETAINING WALL.
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%%uLINE SCHEDULE
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TAG
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UPSTREAM
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INVERT
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MATERIAL
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SIZE
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DOWNSTREAM
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(ACTUAL)
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LENGTH
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GRADE
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INVERT
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%%uPIT SCHEDULE
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TYPE
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TAG
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SIZE
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RL TOP
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INVERT
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COVER
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A
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INLET PIT
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600x900
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33.770
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33.240
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CLASS B RAISED GRATE
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1
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32.310
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300
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UPVC
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0.5
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1:50
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32.300
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2
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32.280
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750
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RCP
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1.5
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1:500
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32.277
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3
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33.240
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225
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UPVC
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4.0
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1:100
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33.200
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B
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INLET PIT
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600x900
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33.630
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33.170
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CLASS B RAISED GRATE
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C
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INLET PIT
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600x900
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33.630
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33.110
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CLASS B RAISED GRATE
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D
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INLET PIT
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900x900
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33.900
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32.310
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EXISTING
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E
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JUNCTION
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900x900
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33.900
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32.280
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EXISTING
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F
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JUNCTION
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600x900
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33.880
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33.180
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CLASS D SEALED LID
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G
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JUNCTION
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600x600
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33.780
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33.080
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CLASS D SEALED LID
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J
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INLET PIT
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600x900
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33.730
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32.600
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CLASS B RAISED GRATE
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4
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33.180
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225
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UPVC
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10.5
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1:95
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33.070
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5
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33.170
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225
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UPVC
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3.5
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1:88
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33.130
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6
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33.050
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225
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UPVC
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9.5
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1:96
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32.910
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NOTES
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EXISTING DEPTH TO BE INCREASED
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EXISTING PIT
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H
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SURCHARGE
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500x500
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33.630
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-
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CLASS B ANGLED GRATE
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K
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JUNCTION
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900x900
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33.980
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32.540
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CLASS D SEALED LID
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L
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INLET+TRENCH
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600x600+ACO
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33.780
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33.000
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CLASS D GRATE
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M
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JUNCTION
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900x900
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33.860
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32.410
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CLASS D SEALED LID
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N
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-
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900x900
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33.820
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32.380
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CLASS D SEALED LID
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P
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INLET PIT
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900x900
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33.900
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32.277
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EXISTING
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EXISTING PIT
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7
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33.110
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225
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UPVC
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6.5
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1:100
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33.070
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8
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32.600
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225
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UPVC
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5.5
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1:138
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32.560
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9
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32.540
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225
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UPVC
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17.5
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1:150
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32.430
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10
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33.000
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150
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UPVC
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15.0
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1:96
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32.880
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11
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32.410
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300
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UPVC
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1.5
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1:150
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32.400
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= 219 MM/HR FOR 100 YEAR RETURN PERIOD 5 MINUTE DURATION STORM
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= RAINFALL INTENSITY IN MILLIMETRES PER HOUR
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= CATCHMENT AREA IN SQ.M.
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= DISCHARGE IN LITRES PER SECOND
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= A RUNOFF COEFFICIENT (SEE TABLE)
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USING FORMULA Q
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WHERE Q
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100
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A
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I
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I
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= 0.00028 CAI
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C
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STORMWATER RUNOFF CALCULATIONS
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5
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CAPACITY
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C=1.0
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ROOF
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LINE
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PAVE'T
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(OVERLAND FLOWS)
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CATCHMENT AREA (SQM)
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ROOF
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L'SCAPE
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(L/S)
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FLOW
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LINE
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FLOW INTO LINE FROM
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C=1.0
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CATCHMENT (L/S)
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PAVE'T
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C=1.0
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L'SCAPE
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(MIN)
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GRADE
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MINIMUM PIPE REQUIREMENT
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(MM)
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SIZE
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(L/S)
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1
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-
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-
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-
AutoCAD SHX Text
-
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-
AutoCAD SHX Text
-
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-
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300
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1:50
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208.30
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2
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-
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-
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-
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-
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-
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-
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-
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750
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1:500
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550.87
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3
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-
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90
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20
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-
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5.48
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1.22
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6.70
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225
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1:100
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67.74
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4
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-
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-
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-
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-
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-
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-
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6.70
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225
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1:95
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69.62
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6
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-
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-
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-
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-
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-
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-
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34.58
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225
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1:96
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69.23
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7
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-
AutoCAD SHX Text
420
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38
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-
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25.57
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2.31
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27.88
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225
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1:100
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67.74
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8
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655
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150
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50
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39.88
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9.13
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3.04
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52.05
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225
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1:92
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70.81
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9
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-
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-
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-
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-
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-
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-
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52.05
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225
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1:97
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68.85
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5
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-
AutoCAD SHX Text
420
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38
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-
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25.57
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2.31
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27.88
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225
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1:88
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72.51
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10
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-
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50
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-
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-
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3.04
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-
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3.04
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150
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1:96
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23.69
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11
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-
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-
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-
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-
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-
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-
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55.10
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300
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1:150
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116.61
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BIOBASIN OVERFLOW ONLY
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BIOBASIN OVERFLOW ONLY
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BIOBASIN OVERFLOW ONLY
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GRATE
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S200K
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NOTES
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EXISTING SW PIPE TO BE LOWERED
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EXISTING SW PIPE
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12
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32.380
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300
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UPVC
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1.0
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1:100
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32.370
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13
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32.350
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300
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UPVC
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7.0
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1:100
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32.280
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14
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32.277
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750
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RCP
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23.5
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1:152
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32.122
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EXISTING SW PIPE
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12
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-
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-
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-
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-
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-
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-
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117.56
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300
AutoCAD SHX Text
1:100
AutoCAD SHX Text
144.60
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13
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
300
AutoCAD SHX Text
1:100
AutoCAD SHX Text
144.60
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14
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
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-
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750
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1:152
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1003.68
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200056
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CLIENT:
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PROJECT:
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DATE:
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JOB No.
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SCALE:
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DRG.No.
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DA ISSUE
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REV No.
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INIT.
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COMMENTS
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DATE
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PROPOSED DEVELOPMENT AT LOT D EASTERN ROAD ROOTY HILL - NSW 2766
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7 ELEVEN
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MAY 2020
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A
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GM
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25.03.20
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PRE-DA ISSUE
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B
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GM
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03.06.20
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PRE-DA ISSUE
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NTS @ A3
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REV A
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C02
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DRAINAGE NOTES & SCHEDULE
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UPVC RISER WITH WATER TIGHT REMOVABLE SCREW CAP.
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WATER LEVEL OF MAXIMUM EXTENDED DETENTION.
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150 DIA. SLOTTED SMOOTH WALL UPVC PIPE. LEVEL AT BOTTOM OF DRAINAGE LAYER.
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PRECAST CONCRETE COLLAR PLACED AFTER COMPACTION.
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BIORETENTION BASIN FINISHED SURFACE
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A34 BIDIM ABOVE AND BELOW.
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HDPE LINER.
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45° ELBOW NON SLOTTED PIPE.
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FLUSHING POINT DETAIL
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SCALE 1:25
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NON SLOTTED UPVC.
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NON SLOTTED PIPE.
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SECTION
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SCALE 1:25
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B
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C01
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N12 @ 200EW COG AND LAP 300 AT CORNERS.
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500x500 ANGLED BOLT DOWN GRATE. (MSC44LT OR APPROVED EQUIVQLENT).
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4 x 50 PVC FILLEDWITH 2-5mm GRAVEL.
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A34 BIDIM ABOVE AND BELOW.
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HDPE LINER.
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CLEAN MIX CONCRETE.
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TRANSITION LAYER.
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DRAINAGE LAYER.
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FILTER LAYER.
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TRANSITION LAYER.
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DRAINAGE LAYER.
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90° UPVC BEND.
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WELDLOCK SURCHARGE GRATE OR APPROVED EQUIVQLENT.
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TYP. SECTION
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SCALE 1:25
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A
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C01
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OUTLET OVERFLOW PIPE.
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150mm DIA SLOTTED PIPE (LEVEL)
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SCOUR PROTECTION. REFER LEGEND.
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A34 BIDIM ABOVE AND BELOW.
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HDPE LINER.
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HDPE LINER.
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SOLID WALL UPVC PIPE.
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PUDDLE FLANGE.
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ATTACH GATE VALVE (WITH PENSTOCK) TO ALLOW EMPTYING OF SUBMERGED ZONE.
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UPVC T-JUNCTION.
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M10 HILTI OR SIM. SS FIXINGS FOR BRACING PIPE TO PIT WALL.
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FLUSH KERB. REFER DWG. C502.
AutoCAD SHX Text
1.0m HIGH BLACK POOL FENCE.
AutoCAD SHX Text
BDY
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EXTERNAL LEVELS.
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SP
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190 BLOCKWORK, GROUT FILL ALL CORES.
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N12-400 CRS.
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N12-400 CRS. HORIZ. (GALV.)
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3N12.
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1
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4
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SECTION
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SCALE 1:25
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C
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C01
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150THICK GRANULAR FILL (DGB20) WRAPPED IN GEOFABRIC (BIDIM A34).
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200x200x5 SHS (GALV.)
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INVERT OF PIPE TO BE LEVEL WITH TOP OF SATURATED ZONE.
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1.0m HIGH BLACK POOL FENCE.
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3N12.
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BDY
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EXTERNAL LEVELS.
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DRG.No.
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INIT.
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COMMENTS
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DATE
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PROPOSED DEVELOPMENT AT LOT D EASTERN ROAD ROOTY HILL - NSW 2766
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7 ELEVEN
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MAY 2020
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A
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GM
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25.03.20
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PRE-DA ISSUE
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B
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GM
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03.06.20
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PRE-DA ISSUE
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1:25 @ A3
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REV A
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C03
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DRAINAGE SECTIONS & DETAIL
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SECTION
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SCALE 1:25
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D
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C01
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1.0m HIGH BLACK POOL FENCE.
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BDY
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EXTERNAL LEVELS.
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SP
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190 BLOCKWORK, GROUT FILL ALL CORES.
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N12-400 CRS.
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N12-400 CRS. HORIZ. (GALV.)
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3N12.
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PROPOSED HIGH FLOW DRAIN.
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EXISTING 600 SW PIPE.
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MASS CONCRETE FILL TO HIGH FLOW OUTLET INVERT.
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SUBSOIL DRAIN CONTINUES THROUGH.
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FLUSH KERB.
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DRG.No.
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INIT.
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COMMENTS
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DATE
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PROPOSED DEVELOPMENT AT LOT D EASTERN ROAD ROOTY HILL - NSW 2766
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7 ELEVEN
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MAY 2020
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A
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GM
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25.03.20
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PRE-DA ISSUE
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B
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GM
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03.06.20
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PRE-DA ISSUE
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1:25 @ A3
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REV A
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C04
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DRAINAGE SECTION
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DRG.No.
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INIT.
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COMMENTS
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DATE
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PROPOSED DEVELOPMENT AT LOT D EASTERN ROAD ROOTY HILL - NSW 2766
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7 ELEVEN
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MAY 2020
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A
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GM
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25.03.20
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PRE-DA ISSUE
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B
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GM
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03.06.20
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PRE-DA ISSUE
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NTS
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REV A
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C07
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CUT/FILL PLAN
SV
BOL
BO
L
BOL
BOL
(AREA B
324° 10' 05"
38
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8
DP 121
TEL
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LX 8HPULSE
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LX 8HPULSE
LX 8HPULSE
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&
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EXIT
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LY
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INIT.
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COMMENTS
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PROPOSED DEVELOPMENT AT LOT D EASTERN ROAD ROOTY HILL - NSW 2766
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7 ELEVEN
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MAY 2020
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A
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GM
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25.03.20
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PRE-DA ISSUE
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B
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GM
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03.06.20
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PRE-DA ISSUE
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1:200 @ A3
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REV A
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C05
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SEDIMENTATION PLAN
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PROPOSED ACCESS WAY
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7-11 184m 2
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7 - ELEVEN STORE
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UP
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DIGITAL ADV. SIGN
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RECYCLABLE
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WASTE
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RECYCLABLE
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WASTE
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LPG GAS BOTTLES
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OIL / WATER SEPARATOR
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E & S CONTROL NOTES: 1. REFERENCE SHOULD BE MADE TO OVERALL SEDIMENT AND EC PLAN BY MARTENS AND ASSOCIATES (P515-B300/A). SOME MEASURES MAY NOT BE REQUIRED IF ALREADY IN PLACE FOR OVERALL SITE. BUILDER SHALL ENGAGE AN APPROPRIATE QUALIFIED PROFESSIONAL TO UPDATE THE E&SC PLAN TO MATCH FINAL CONSTRUCTION STAGING AND REQUIREMENTS.BUILDER IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AND COORDINATING WITH OVERALL SITE MEASURES. ALL MEASURES SHALL BE INSPECTED EACH WORKING DAY AND MAINTAINED AS REQUIRED. 2. BUILDER SHALL PROVIDE SEDIMENT FENCING MATERIAL DURING CONSTRUCTION TO THE LOW SIDE BOUNDARIES. TIE SEDIMENT FENCING MATERIAL TO CYCLONE WIRE SECURITY FENCE. SEDIMENT CONTROL FABRIC SHALL BE AN APPROVED MATERIAL (EG.HUMES PROPEX SILT STOP) STANDING 300 ABOVE GROUND AND EXTENDING 150 BELOW GROUND. 3. EXISTING AND NEW DRAINS LOCATED WITHIN THE SITE SHALL TO HAVE DROP INLET GRATE WRAPPED IN APPROPRIATE GEOTEXTILE FABRIC AND PLACED INTO POSITION WITHIN CONCRETE SURROUND. 4. NO PARKING OR STOCKPILING OF MATERIALS IS PERMITTED ON THE LOWER SIDE OF THE SEDIMENT FENCE. 5. GRASS VERGES SHALL BE MAINTAINED AS MUCH AS PRACTICAL TO PROVIDE A BUFFER ZONE TO THE CONSTRUCTION SITE. 6. ROOF DRAINAGE IS TO BE CONNECTED TO THE STORMWATER SYSTEM AS SOON AS PRACTICAL. 7. CONSTRUCTION ENTRY/EXITS SHALL BE AS PER DETAIL. BUILDER SHALL ENSURE ALL DROPPABLE SOIL AND SEDIMENT IS REMOVED PRIOR TO CONSTRUCTION TRAFFIC EXITING SITE. BUILDER SHALL ENSURE ALL CONSTRUCTION TRAFFIC ENTERING AND LEAVING THE SITE DO SO IN A FORWARD DIRECTION. 8. MATERIAL STOCKPILES (EG. SAND OR SOIL) SHALL BE CONTAINED WITHIN A SILT FENCE IN ACCORDANCE WITH 'SEDIMENT FENCE' DETAIL. 9. BUILDER TO INSTALL GRAVEL BAGS (AS DETAILED) WHERE REQUIRED.
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NOTE 3 (TYP.).
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NOTE 2.
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NOTE 7.
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NOTE 8.
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DATE:
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INIT.
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COMMENTS
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DATE
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PROPOSED DEVELOPMENT AT LOT D EASTERN ROAD ROOTY HILL - NSW 2766
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7 ELEVEN
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MAY 2020
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A
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GM
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25.03.20
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PRE-DA ISSUE
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B
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GM
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03.06.20
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PRE-DA ISSUE
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NTS @ A3
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REV A
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C06
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EROSION AND SEDIMENT CONTROL DETAILS
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UNDISTURBED AREA.
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BERM (0.3M MIN. HIGH).
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EXISTING ROADWAY.
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SEDIMENT FENCE
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CONSTRUCTION SITE.
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RUNOFF FROM PAD DIRECTED TO SEDIMENT TRAP.
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TEMPORARY CONSTRUCTION ENTRY
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DGB 20 ROADBASE OR 30mm AGGREGATE
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STOCKPILE
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FLOW
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DIRECTION OF
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DISTURBED AREA.
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SELF-SUPPORTING GEOTEXTILE
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150mm x 100mm TRENCH WITH COMPACTED BACKFILL
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1.5m STAR PICKETS AT MAX. 2.5m CRS
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500mm-
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600mm
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600mm MIN.
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BOUNDARY
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GEOTEXTILE FABRIC DESIGNED TO PREVENT INTERMIXING OF SUBGRADE AND BASE MATERIALS AND TO MAINTAIN GOOD PROPERTIES OF THE SUB-BASE LAYERS
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SEDIMENT FENCE
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EARTH BANK TO PREVENT SCOUR OF STOCKPILE
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FLOW
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STABILISE STOCKPILE SURFACE
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2:1 SLOPE MAX.
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2:1 SLOPE MAX.
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SEDIMENT TRAP TO STORMWATER SUMP
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GEOTEXTILE FILTER FABRIC.
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GEOTEXTILE FILTER FABRIC.
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BURIED FABRIC.
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RUNOFF WATER WITH SEDIMENT.
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DROP INLET WITH GRATE.
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STAKES.
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FILTERED WATER.
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STAKES
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RUNOFF
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GRAVELBAG IN GUTTER
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HAY BALE SILT RETENTION DAM DETAIL
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STAKES AT 600 C/C (TYP.)
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HAYBAILS WRAPPED IN GEOTEXTILE
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OVERFLOW OUTLET
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SUBMERSIBLE PUMP
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WITH HIGH LEVEL FLOATING INLET
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NTS
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GRAVELBAG KERB SEDIMENT TRAP
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BUILDING MATERIAL STOCKPILES
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NTS
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NTS
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NTS
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NTS
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NTS