Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Revised Civil Drawings_Optimized
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
2
-
/
/
/
EXTEND EXISTING ROCK ARMOUR SCOUR
PROTECTION, PLACED ON GEOTEXTILE,
/
STONE 75-100mm, 300mm THICK
/
/
84.00 PITCHING TO OUTLET
/
EXTENDED TO TOE OF BASIN
LEGEND
/
BATTER
d50=100mm, A=10.20m²
/
LIMIT OF WORKS BOUNDARY
/
85.00 PROPOSED LOT BOUNDARIES
1 IN 3
/
SW
EXISTING LAND PARCELS
/
SW
EXISTING ROAD CROWN
/
SW
EXISTING MOUNTABLE KERB AND CHANNEL
/
SW
/
86.00 \\\ \\\ \\\ EXISTING EDGE OF BITUMEN
SW
SW
/
SW
EXISTING BIO-BASIN BATTERS
/
12.00m TOTAL WEIR LENGTH
SW
SW
SW SW SW EXISTING STORMWATER
/
TOP OF BUND
SW
3.00m
RL86.27
/
> > > > EXISTING SWALE
SW
SW
/
/ / / / / / EXISTING FENCE
SW
> > >
> > >
>
> > 90
SW
/
>
>
.00 EXISTING CONTOUR (INTERVAL 0.50m)
SW
> > >
> >
SW
>
/
86. >
1 IN 3.4
PROPOSED OVERFLOW PIT IN ACCORDANCE >
00 90.
84.00
>
> 00 DESIGN CONTOUR (INTERVAL 0.20m)
/
WITH IPWEA STD DRG DSD-501 & DSD-502.
SW
>
SW
> >
WITH GRATED LID
SW
>
/
> >
> > PROPOSED SW SW SW PROPOSED STORMWATER DRAINAGE
/
SW
>
> SEDIMENT FOREBAY
EXTEND EXISTING WEIR RL85.90 > >
RW RW PROPOSED ROOFWATER DRAINAGE
SW
/
>
AS PER IPWEA STD DRG DSD-507 > >
> PROPOSED EASEMENT
/
> 85.00 1 IN 4
SW
> >
>
/
>
PROPOSED BIO-BASIN BATTERS
85.00
>
>
>
>
> 3.00m
/
>
>
> 1 IN 3 PROPOSED BIO-BASIN MEDIA FILTER AREA
1 PROPOSED BIO-BASIN
/
>
38
>
>
>
FILTER MEDIA BIO-RETENTION BASIN
/
> 3
FILTER AREA 50.4m² 1 IN
6.70m
7.00m
-
>
>
/
>
> SL85.00
>
> 3.90m
/
> 85.00 CONCRETE ACCESS
>
600 85.10 RAMP TO SEDIMENT
/
> PROVIDE INSPECTION OPENINGS AT END OF
>
EACH LINE AS PER DETAIL AND IN SP324164 FORBAY
/
>
ACCORDANCE WITH IPWEA STD DRG DS-070
86.00
>
/
>
7.20m
1I
/
N
5.8
SW
/
PROPOSED SLOTTED Ø100
[email protected] SPACINGS
/
SW
SW
/
PROPOSED UNSLOTTED SW 30 CONTROL LINE BIO-BASIN CAUTION - EXISTING SERVICES
/
1 IN 4
Ø150 COLLECTOR PIPE ACCESS TRACK. THE CONTRACTOR IS TO DETERMINE THE
SW
SW
/
REFER TO DWG C360 FOR EXACT LOCATION OF ALL EXISTING SERVICES
LONGITUDINAL SECTION IN THE VICINITY OF THE PROPOSED WORKS
/
SW
EXISTING BIO-BASIN AND TYPICAL CROSS PRIOR TO THE START OF ANY CONSTRUCTION.
SW
SECTION. THE COST OF ANY RECTIFICATION WORKS
/
TO BE EXTENDED
DUE TO DAMAGE OF EXISTING SERVICES
/
SHALL BE BORNE BY THE CONTRACTOR.
SW
SW
/
/
SW
SW
/
BIO-BASIN
/
ACCESS TRACK
SW
SW
/
/
BDY
BUND FILTER MEDIA
FILTER MEDIA SEDIMENT FOREBAY BUND (3.00m WIDE) (7.00m WIDE)
(7.15m LONG) (4.12m LONG) (3.00m WIDE) EXISTING LOT
RL86.27 EDD RL85.30
RL86.27 Q100 DETENTION 6 ON SP324164
Q100 DETENTION RL85.78 DESIGN SURFACE 1 IN GRATED LID
RL 85.78
FILTER SURFACE LEVEL RL 85.0
EDD RL85.30 1 IN 4
3.4 1 IN 4
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c350-c351 bio-basin plan and details.dwg
DESIGN 3
EXISTING BIO-BASIN 1 IN
3 1 IN
SURFACE
EXISTING SURFACE
EXISTING SURFACE [email protected]%
SEDIMENT FOREBAY AS PER
IPWEA STD DRG DSD-506 IL 83.949 IL 84.40
DATUM RL 82.500 DATUM RL 82.500 SCOUR See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.