Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Revised Civil Drawings_Optimized
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
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82.5
LEGEND
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6
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NOTES:
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> 82.5
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> > 1. PROPOSED KERBS TO BE IN ACCORDANCE
PROPOSED SEDIMENT >
LIMIT OF WORKS BOUNDARY
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WITH IPWEA STD DRG RS-080.
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FOREBAY
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2. PRIVATE DRIVEWAYS TO BE IN ACCORDANCE
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PROPOSED LOT BOUNDARIES
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1
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CONCRETE ACCESS WITH IPWEA STD DRG RS-049 AND RS-050.
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EXISTING LAND PARCELS
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3. FOR STORMWATER LONGITUDINAL
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6 RAMP TO SEDIMENT
SECTIONS, REFER TO 2499-C320. EXISTING EASEMENT
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FORBAY
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38
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> EXISTING ROAD CROWN
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> 601
EXISTING MOUNTABLE KERB AND CHANNEL
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> CAUTION - EXISTING SERVICES
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> 600 THE CONTRACTOR IS TO DETERMINE THE \\\ \\\ \\\ EXISTING EDGE OF BITUMEN
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EXACT LOCATION OF ALL EXISTING SERVICES
SP324164 W W W EXISTING WATER SERVICE
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IN THE VICINITY OF THE PROPOSED WORKS
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8 PRIOR TO THE START OF ANY CONSTRUCTION.
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S S S S S EXISTING SEWER SERVICE
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THE COST OF ANY RECTIFICATION WORKS
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1 SW 7
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SW SW SW EXISTING STORMWATER
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83 DUE TO DAMAGE OF EXISTING SERVICES
1 .0
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SHALL BE BORNE BY THE CONTRACTOR. > > > > EXISTING SWALE
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83.00
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83.0
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S S 84.00 90.
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S PROPOSED BIO-BASIN FILTER 00 DESIGN CONTOUR (INTERVAL 0.20m)
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MEDIA AREA. REFER TO
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85.00
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DRAWING C350 FOR DETAILS
SW SW SW PROPOSED STORMWATER DRAINAGE
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86.00
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EXISTING BIO-BASIN 20
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RW RW PROPOSED ROOFWATER DRAINAGE
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87.00
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TO BE EXTENDED
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85
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S S S S S PROPOSED SEWER LINE
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W W W
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PROPOSED WATER LINE
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86.0
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6
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PROPOSED EASEMENT
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SP324164
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PROPOSED EARTHWORKS BATTERS
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10 MKC PROPOSED MOUNTABLE KERB
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AND CHANNEL (TYPE M1)
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TC 37.346
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CT 46.
PROPOSED ROOFWATER KERB ADAPTOR
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