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22-0360 Civil Issue A
LEGEND - PROPOSED:
ROAD CENTRELINE
DRIVEWAY OUTLINE
1-1
2-1
3-1
CONCRETE VEHICULAR PAVEMENTS - TYPE C1 STRUCTURE NAME
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
CONCRETE FOOTPATHS - TYPE C3
N
450x450
600x600
FIELD INLET
HEADWALL
FIELD INLET TYPE 2
LANDSCAPING
/
BUILDING OUTLINE - GROUND FLOOR
/
RETAINING WALL
STRUCTURE DESCRIPTION
STORMWATER PIPE AND MANHOLE/PIT
/
MANHOLE No. - LINE No.
1-1
ROOFWATER DRAINAGE LINE
/
/
/ S SEWER MAIN AND STRUCTURE
/
/
/
/
/
STAIRS - 7 RISERS @ 175mm
/
150 SEW IL 35.31
STAIRS - 4 RISERS @ 175mm
/
9
GROUND FLOOR FFL39.50 STAIRS - 4 RISERS @ 175mm
1.6
/
BASEMENT FFL36.50
6
0.8
0.7
0
PROVIDE 150Ø STUB FOR
RETAINING WALLS, STAIRS & INTERNAL
GA
2.4 ROOFWATER CONNECTION
TE
PAVEMENTS TO STRUCTURAL 0
ENGINEER'S DETAILS (TYP) 2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB.
S
REFER IPWEA Std Dwg RS-081 FOR DETAILS
2-1
MATCH NEATLY TO
VISITOR PARKING
EXISTING PATH
STORMWATER LONGITUDINAL NOTES:
DL.1. PIPES DENOTED (PVC) SHALL BE UPVC, S.W.
DL.2. FOR DETAILS OF FIELD INLETS REFER TO IPWEA
STONE CLAD BLOCK WALL STANDARD DRAWING DS-050.
S
TO ARCHITECT'S DETAILS DL.3. FOR DETAILS OF ROOF WATER INSPECTION
CHAMBERS REFER TO IPWEA STANDARD DRAWING
DS-110.
3-1 DL.4. FOR DETAILS OF CULVERT BEDDING AND
BACKFILLING REFER IPWEA STANDARD DRAWINGS
DS-030 AND DS-031.
TAKE UP & REMOVE FROM SITE EXISTING
DRIVEWAY CROSSOVER. MAKE GOOD
PIPE SIZE (mm) 150 (2x)100
S
WITH NEW KERB TYPE B1 TO MATCH IN
NEATLY WITH EXISTING KERB PIPE CLASS (PVC) (PVC)
0
5.5
1.00% 0.50%
PIPE GRADE
TAKE UP & REMOVE EXISTING PATH 1:100 1:200
5
0.7
& CONSTRUCT 2m WIDE CONCRETE
0.7
VISITOR PARKING 1-1 PATH IN ACCORDANCE WITH N.S.C
0 SPECIFICATIONS
9
1.6
3.5
23.0
S
0 DATUM RL
2.4
0.83
1.08
1.10
0.10
0.10
0
CONSTRUCT 4m WIDE RESIDENTIAL DEPTH TO INVERT
CROSSOVER. REFER IPWEA Std
36.199
36.076
36.056
36.010
36.010
Dwgs RS-049/050 FOR DETAILS
INVERT LEVELS
E
AT
G
STAIRS - 14 RISERS @ 175mm PROVIDE 150Ø STUB FOR
S
EXISTING TELECOMMUNICATIONS
37.025
(38.809)
37.154
(37.901)
36.110
(36.014)
ROOFWATER CONNECTION SURFACE LEVELS
LEGEND - EXISTING OPTICAL FIBRE CABLES TO BE LOWERED
FINISHED
T
(BY OTHERS AT DEVELOPERS EXPENSE)
EE
(EXISTING)
TR
ELECTRICAL OVERHEAD
E 510916.787
E 510924.068
E 510932.176
N 7079101.782
N 7079111.745
N 7079107.581
NS
SEWER GRAVITY MAIN PROPOSED SEWER MAIN
RE-ALIGNMENT. REFER SEWER
STRUCTURE
SO
SEWER RISING MAIN
PLAN C06 FOR DETAILS
SETOUT
COORDINATES
ER
TELECOMMUNICATION CONDUITS
ND
WATER MAIN
TAKE UP & REMOVE EXISTING PATH
HE
STORMWATER DRAINAGE & CONSTRUCT 2m WIDE CONCRETE LENGTH m 12.340 9.115
ROAD CROWN PATH IN ACCORDANCE WITH N.S.C
12.340
21.455
0.000
SPECIFICATIONS
EDGE OF BITUMEN DISTANCE ALONG DRAIN
KERB
TOP OF EMBANKMENT
MATCH NEATLY TO LINE 1
CHANGE OF GRADE EXISTING PATH
BOTTOM OF EMBANKMENT
TABLE DRAIN
DRAINAGE
BUILDING
/ / / FENCE LONGITUDINAL SECTIONS
PROPERTY BOUNDARIES SCALE A1 - 1:1000(H) 1:100(V)
10.5
A3 - 1:2000(H) 1:200(V)
EXISTING CONTOURS
EXISTING VEGETATION OUTLINE
PLAN 0 20 40 60 80 100m
SCALE A1 - 1 : 100
TREE RETAINED, TREE REMOVED SCALE 1:1000 @A1
A3 - 1 : 200
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 05/07/22 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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