Original source · versioned page text
24-0285 Civil Issue C
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
LEGEND - PROPOSED:
1-1
2-1
3-1
4-1
1-2
2-2
STRUCTURE NAME
ROAD CENTRELINE
DRIVEWAY OUTLINE
CONCRETE VEHICULAR PAVEMENTS - TYPE C1
900x600
450x450
FIELD INLET
FIELD INLET TYPE 2
KERB OUTLET
KERB OUTLET
GRATED DRAIN
HB
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
N
CONCRETE FOOTPATHS - TYPE C3
LANDSCAPING
/
STRUCTURE DESCRIPTION
BUILDING OUTLINE - GROUND FLOOR
/
LANDSCAPE STAIRS
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 36.81
/
150 SEW IL 34.95
/
/
STAIRS - 10 RISERS @ 175mm
/
/
LANDSCAPE STAIRS GROUND FLOOR FFL39.50
BASEMENT FFL36.50 RETAINING WALLS, STAIRS & INTERNAL
PAVEMENTS TO STRUCTURAL
ENGINEER'S DETAILS (TYP)
PROVIDE 150Ø STUB FOR MATCH NEATLY TO STORMWATER LONGITUDINAL NOTES:
ROOFWATER CONNECTION EXISTING PATH
S
DL.1. PIPES DENOTED (PVC) SHALL BE UPVC, S.W.
STAIRS - 4 RISERS @ 175mm DL.2. FOR DETAILS OF FIELD INLETS REFER TO IPWEA
CA STANDARD DRAWING DS-050.
3-1
R
TU
2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB. DL.3. FOR DETAILS OF ROOF WATER INSPECTION
RN
TA CHAMBERS REFER TO IPWEA STANDARD DRAWING
BL REFER IPWEA Std Dwg RS-081 FOR DETAILS
E
1-1 DL.4.
DS-110.
FOR DETAILS OF CULVERT BEDDING AND
BACKFILLING REFER IPWEA STANDARD DRAWINGS
STAIRS - 5 RISERS @ 175mm DS-030 AND DS-031.
S
OR 4-1
DO
SS
RE
300mm WIDE GRATED DRAIN WITH
EG
H
IT
W
HEAVY DUTY GRATE & FRAME PIPE SIZE (mm) 150 150 (2x)100 (2x)100
TE
GA
STONE CLAD BLOCK WALL
G
IN
ID
PIPE CLASS (PVC) (PVC) (PVC) (PVC)
2-1
SL
TO ARCHITECT'S DETAILS
TAKE UP & REMOVE FROM SITE EXISTING
1.00% 1.00% 1.00% 2.60%
DRIVEWAY CROSSOVER. MAKE GOOD PIPE GRADE
WITH NEW KERB TYPE B1 TO MATCH IN 1:100 1:100 1:100 1:38
S
PROVIDE 150Ø STUB FOR NEATLY WITH EXISTING KERB
FULL PIPE VELOCITY (m/s) 0.00 0.00 0.34 0.14
ROOFWATER CONNECTION 0
5.5
PART FULL VELOCITY (m/s) 0.00 0.00 0.66 0.73
STAIRS - 3 RISERS @ 175mm TAKE UP & REMOVE EXISTING PATH
& CONSTRUCT 2m WIDE CONCRETE
DATUM RL 23.0 24.0
W.S.E IN STRUCTURE
36.080
36.080
36.080
36.080
36.080
36.039
35.901
35.901
37.607
37.600
37.304
37.304
PATH IN ACCORDANCE WITH N.S.C
SPECIFICATIONS H.G.L IN PIPE
PIPE FLOW (cumecs) 0.000 0.000 0.005 0.002
CONSTRUCT 4m WIDE RESIDENTIAL
S
FLOW CAPACITY (cumecs) 0.015 0.015 0.010 0.017
CROSSOVER. REFER IPWEA Std
Dwgs RS-049/050 FOR DETAILS
0.43
0.92
0.92
1.65
1.67
0.10
0.10
1.00
37.280 -0.34
37.280 -0.34
DEPTH TO INVERT
STONE CLAD BLOCK WALL
1-2 STAIRS - 3 RISERS @ 175mm
EXISTING TELECOMMUNICATIONS
36.066
36.023
36.023
35.959
35.939
35.850
35.850
37.500
TO ARCHITECT'S DETAILS
LEGEND - EXISTING OPTICAL FIBRE CABLES TO BE LOWERED INVERT LEVELS
S
(BY OTHERS AT DEVELOPERS EXPENSE)
ETE
SURFACE LEVELS
36.500
(38.626)
36.939
(38.150)
37.612
(37.718)
35.950
(35.875)
38.497
(38.978)
36.940
(37.280)
ELECTRICAL OVERHEAD
TR
2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB. FINISHED
NS
SEWER GRAVITY MAIN PROPOSED SEWER MAIN
RE-ALIGNMENT. REFER SEWER REFER IPWEA Std Dwg RS-081 FOR DETAILS (EXISTING)
SO
TELECOMMUNICATION CONDUITS
PLAN C06 FOR DETAILS
ER
E 510917.999
E 510921.752
E 510925.025
E 510933.343
E 510915.091
E 510921.799
N 7079109.812
N 7079107.645
N 7079113.164
N 7079110.091
N 7079098.687
N 7079093.529
WATER MAIN
STRUCTURE
2-2 TAKE UP & REMOVE EXISTING PATH
ND
STORMWATER DRAINAGE SETOUT
& CONSTRUCT 2m WIDE CONCRETE
HE
ROAD CROWN PATH IN ACCORDANCE WITH N.S.C COORDINATES
EDGE OF BITUMEN SPECIFICATIONS
MATCH NEATLY TO
KERB EXISTING PATH
LENGTH m 4.334 6.417 8.867 8.462
TOP OF EMBANKMENT
0.000
4.334
0.000
8.462
10.751
19.618
CHANGE OF GRADE
DISTANCE ALONG DRAIN
BOTTOM OF EMBANKMENT
TABLE DRAIN
BUILDING
LINE 1 2
/ / / 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:
A M.T. 06/09/24 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH
B M.T. 11/09/24 For Operational Works Approval Job No.: 24-0285 1. Do not scale drawings.
2. Scale is correct at A3.
C M.T. 18/09/24 For Operational Works Approval Client: JMML INVESTMENTS
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 : 30/08/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 30/08/24 Ph: (07) 5444 5578 Email: [email protected] SITE PLAN
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