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RFI - 22-0360 Civil Issue F
LEGEND - PROPOSED:
1-1
2-1
3-1
4-1
1-2
2-2
STRUCTURE NAME
ROAD CENTRELINE
DRIVEWAY OUTLINE
600x600
450x450
CONCRETE VEHICULAR PAVEMENTS - TYPE C1
FIELD INLET TYPE 2
KERB OUTLET
KERB OUTLET
GRATED DRAIN
HB
FIELD INLET
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
N
CONCRETE FOOTPATHS - TYPE C3
LANDSCAPE STAIRS LANDSCAPING
/
STRUCTURE DESCRIPTION
BUILDING OUTLINE - GROUND FLOOR
/
RETAINING WALL
STORMWATER PIPE AND MANHOLE/PIT
/
MANHOLE No. - LINE No.
1-1
ROOFWATE/GARDEN DRAINAGE LINE
/
/
/ S SEWER MAIN AND STRUCTURE
/
/
/
/
150 SEW IL 34.99
/
150 SEW IL 35.96
STAIRS - 7 RISERS @ 175mm
/
STAIRS - 3 RISERS @ 175mm
/
LANDSCAPE STAIRS
9
1.6
STAIRS - 2 RISERS @ 175mm
/
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
0
5.4
PROVIDE 150Ø STUB FOR
ROOFWATER CONNECTION
MATCH NEATLY TO STORMWATER LONGITUDINAL NOTES:
EXISTING PATH
S
DL.1. PIPES DENOTED (PVC) SHALL BE UPVC, S.W.
DL.2. FOR DETAILS OF FIELD INLETS REFER TO IPWEA
1.2 3-1 STANDARD DRAWING DS-050.
0 2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB. DL.3. FOR DETAILS OF ROOF WATER INSPECTION
CHAMBERS REFER TO IPWEA STANDARD DRAWING
REFER IPWEA Std Dwg RS-081 FOR DETAILS
1-1 3.0
0 DL.4.
DS-110.
FOR DETAILS OF CULVERT BEDDING AND
BACKFILLING REFER IPWEA STANDARD DRAWINGS
1.1 DS-030 AND DS-031.
0
S
300mm WIDE GRATED DRAIN WITH 2-1 4-1
HEAVY DUTY GRATE & FRAME PIPE SIZE (mm) 150 150 (2x)100 (2x)100
STONE CLAD BLOCK WALL
TO ARCHITECT'S DETAILS PIPE CLASS (PVC) (PVC) (PVC) (PVC)
TAKE UP & REMOVE FROM SITE EXISTING 1.00% 1.00% 1.00% 0.50%
DRIVEWAY CROSSOVER. MAKE GOOD PIPE GRADE
WITH NEW KERB TYPE B1 TO MATCH IN 1:100 1:100 1:100 1:200
S
NEATLY WITH EXISTING KERB FULL PIPE VELOCITY (m/s) 0.00 0.00 1.00 0.90
0
5.5
0
5.4
1.2 PART FULL VELOCITY (m/s) 0.00 0.00 1.00 0.90
0
1-2 TAKE UP & REMOVE EXISTING PATH DATUM RL 23.0 24.0
3.0 & CONSTRUCT 2m WIDE CONCRETE
W.S.E IN STRUCTURE
36.217
36.217
36.217
36.217
36.217
36.042
35.939
35.939
37.054
36.986
36.925
36.925
0 PATH IN ACCORDANCE WITH N.S.C
SPECIFICATIONS H.G.L IN PIPE
9
1.6
1.2
0
PIPE FLOW (cumecs) 0.000 0.000 0.016 0.014
RETAINING WALLS, STAIRS & INTERNAL
CONSTRUCT 4m WIDE RESIDENTIAL FLOW CAPACITY (cumecs) 0.015 0.015 0.010 0.007
S
PAVEMENTS TO STRUCTURAL
ENGINEER'S DETAILS (TYP) CROSSOVER. REFER IPWEA Std
Dwgs RS-049/050 FOR DETAILS
0.46
0.51
0.51
1.22
1.24
0.15
0.15
0.25
0.10
0.10
DEPTH TO INVERT
STAIRS - 13 RISERS @ 175mm
36.038
36.018
36.018
35.962
35.942
35.850
35.850
36.886
36.840
36.840
PROVIDE 150Ø STUB FOR EXISTING TELECOMMUNICATIONS
LEGEND - EXISTING 2-2 INVERT LEVELS
E
ROOFWATER CONNECTION OPTICAL FIBRE CABLES TO BE LOWERED
AT
G
STONE CLAD BLOCK WALL
S
(BY OTHERS AT DEVELOPERS EXPENSE)
T
EE
TO ARCHITECT'S DETAILS
SURFACE LEVELS
36.500
(38.667)
36.524
(38.456)
37.182
(37.838)
36.000
(35.875)
37.137
(38.694)
36.940
(36.840)
TR
ELECTRICAL OVERHEAD
2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB. FINISHED
NS
SEWER GRAVITY MAIN
REFER IPWEA Std Dwg RS-081 FOR DETAILS (EXISTING)
O
TELECOMMUNICATION CONDUITS
RS
E 510917.684
E 510919.358
E 510924.306
E 510933.343
E 510917.635
E 510925.453
N 7079110.434
N 7079109.408
N 7079111.951
N 7079110.091
N 7079102.501
N 7079097.802
WATER MAIN
STRUCTURE
DE
TAKE UP & REMOVE EXISTING PATH
STORMWATER DRAINAGE SETOUT
N
& CONSTRUCT 2m WIDE CONCRETE
COORDINATES
HE
ROAD CROWN PATH IN ACCORDANCE WITH N.S.C
EDGE OF BITUMEN SPECIFICATIONS
MATCH NEATLY TO
KERB EXISTING PATH
PROPOSED SEWER MAIN LENGTH m 1.963 5.564 9.226 9.122
TOP OF EMBANKMENT RE-ALIGNMENT. REFER SEWER
16.753
0.000
1.963
7.527
0.000
9.122
CHANGE OF GRADE PLAN C06 FOR DETAILS DISTANCE ALONG DRAIN
BOTTOM OF EMBANKMENT
TABLE DRAIN
LINE 1 2
BUILDING
/ / / FENCE
LEGEND DRAINAGE
PROPERTY BOUNDARIES
10.5 EXISTING CONTOURS EXISTING SURFACE LEVEL LONGITUDINAL SECTIONS
EXISTING VEGETATION OUTLINE
TREE RETAINED, TREE REMOVED
PLAN FINISHED SURFACE LEVEL
HGL (Q20)
SCALE A1 - 1:1000(H) 1:100(V)
A3 - 1:2000(H) 1:200(V)
SCALE A1 - 1 : 100 0 20 40 60 80 100m
A3 - 1 : 200 SWD PIPE
SCALE 1:1000 @A1
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
F M.T. 20/02/23 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
Dwg No.: C02 3. Check and verify all dimensions
SCALE 1:100 @A1 Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 16/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 16/05/22 Ph: (07) 5444 5578 Email: [email protected] SITE PLAN
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