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Civil Engineering Report
Original PDF page 32, section 1. The text section number identifies this passage in the reader.
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LEGEND
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EXISTING PROPOSED
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PROPERTY BOUNDARY
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30.0
EASEMENT BOUNDARY
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CONTOUR 5.00
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BUILDING
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30.3 RE
CONCRETE
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EDGE OF BITUMEN
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RETT
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KERB AND CHANNEL
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KERB RAMP
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30.5
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WALL
BOLLARD
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LL
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SW STORM WATER MAIN
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COMP SW (COMPILED DATA)
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CP (COMPILED DATA)
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COMP W
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BUP5287 S SEWER MAIN S S
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(COMPILED DATA)
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T T TELECOMMUNICATIONS
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COMP T (COMPILED DATA)
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OF OPTIC FIBRE
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COMP OF (COMPILED DATA)
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O/H ELECTRICITY
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R ETT
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WALL
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RET WALL RETAINING WALL RET WALL
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CHANGE OF GRADE
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WTALL
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TOP OF BATTER
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FACE OF BATTER
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RP88934
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TOE OF BATTER
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RET
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STORMWATER
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UNDERGROUND DETENTION EX G5/02 [STRUCTURE NO. / LINE NO.] F4/02
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TANK 9.63kL.
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5030Lx2360Wx900H. 390mm WIDE CATCH
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REFER SWMP FOR INTERNAL DRAIN TO CONVEY
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PROPOSED DRIVEWAY
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RET WALL OUTLET ARRANGEMENT UPSTREAM FLOW
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CROSSOVER. REFER STD NOTES:
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30.25
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DWG IPWEA RS-051
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WALL RET WALL RET
1. CONTOURS SHOWN ARE FOR PRELIMINARY DESIGN AND
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RET
34.75
RET
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CONSTRUCT NEW
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NATURAL SURFACE. MAJOR AND MINOR CONTOURS ARE AT
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MANHOLE 1050Ø
250mm & 50mm INTERVALS RESPECTIVELY.
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COURTYARD
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OVER EXISTING
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2. COMPILED DATA REFERS TO INFORMATION SOURCED FROM
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STORMWATER PIPE Ø225 RCP
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FFL 31.000 EITHER CONNECTING SURFACE MARKERS (PITS, HYDRANTS,
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ETC) OR FROM ONLINE MAPPING (eBIMAP, QLD GLOBE, BYDA,
RET
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ETC). ALL COMPILED DATA IS TO BE CONSIDERED LEVEL QL-C
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GROUND CARPARK
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OR QL-D, AND MUST BE CONFIRMED BY CONTRACTOR PRIOR
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600x600 PIT
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WALL
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FFL 31.000
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BOTTLEBRUSH AVENUE
TYPE B GRATE 3. FOR KERB AND CHANNEL DETAILS, REFER IPWEA STD DRG
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EXISTING 3.0m WIDE
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RS-080.
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SEWER EASEMENT
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RET
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140 COURTYARD 4. INTERNAL STORMWATER PITS AND PIPES SHOWN INDICATIVE
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RP88934 ONLY. HYDROLOGY AND HYDRAULICS TO BE CONFIRMED IN
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FFL 31.000
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DETAIL DESIGN.
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Ø225 RCP
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36.00
RP88934
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RET
! ! ! CAUTION ! ! !
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CONTRACTOR TO CONFIRM THE DEPTH AND
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37.00
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WALL
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LOCATION OF ALL SERVICES PRIOR TO
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COMMENCING ANY CONSTRUCTION WORKS OR
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36.25
ORDERING ANY MATERIALS.
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RET
RET
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WALL
Ø225 RCP
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35.75
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WALL RET WALL RET WALL RET WALL RET WALL RET WALL RET WALL RET WALL RET
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RET WALL RET WALL 36.50
RET
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600x600 PIT
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EXISTING TREE WILL BE TYPE B GRATE
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600x600 PIT
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REMAINED AS A PART OF TYPE B GRATE 126
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RP88934
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DEVELOPMENT
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29.8
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CP
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BUP13648
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30.3
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SCALES: AS SHOWN ABN: 39 062 191 799 mpn JOB
BOTTLEBRUSH CLIENT:
P: 61 7 3335 4555
DESIGN:
DRAWN:
MA
MA
J.HAINES E: [email protected]
Level 4, Building 3,
10256
0 1 2 3 4 5 23 BOTTLEBRUSH AVE, CHKD: CK
Kings Row Office Park,
DRAWING No. REV
NOOSA HEADS, QLD 4567 CIVIL WORKS PLAN 42 McDougall Street, Milton, QLD, 4064
SCALE 1:100 (A1) 1:200 (A3) A 19.05.25 FOR APPROVAL
ISSUE DATE AMENDMENT
MA
BY
LS
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