Council archive · source document
RFI - Engineering Plans · MCU22/0197
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
N
CUT/FILL DEPTH RANGE
LOWER VALUE UPPER VALUE COLOUR
-1.80 TO -2.00 m
-1.60 TO -1.80 m
-1.40 TO -1.60 m
S
SW
-1.20 TO -1.40 m
CP 671
SP111801 RP225123
-1.00 TO -1.20 m
-0.80 TO -1.00 m
D
SW
C -0.60 TO -0.80 m
W
TOW 40.16 021
021
S
BOW 38.90 -0.40 TO -0.60 m
H = 1.29m
TOW 39.78
-0.20 TO -0.40 m
3
BOW 38.44 .09
.2
SW
37
37
H = 1.34m 0 TO -0.20 m
TOW 38.70
BOW 38.40
2
37.5
0 TO 0.20 m
39.4
39.6
H = 0.30m
39.8
W
2
37.6
37
.5 0.20 TO 0.40 m
S
SW
0.40 TO 0.60 m
UP
0.60 TO 0.80 m
37.92
37
.93
0.80 TO 1.00 m
38.6
SW
4W
37.83
SWIMMING
.2
FFL 40.45 1.00 TO 1.20 m
38
POOL
38.8
FFL 40.43 1.20 TO 1.40 m
1.40 TO 1.60 m
SW
39.0
FFL 40.43
S
1.60 TO 1.80 m
39
UP
W
.2
1.80 TO 2.00 m
39.
B 7 3
UNIT 2 38. .6
8
4
38
SW
021
40.0
FFL 40.50 38.53
39.6
40
40.2
S
GARAGE
W
SW
FFL 40.50 EARTHWORKS VOLUMES
TOW 41.41
EARTHWORKS VOLUMES FROM EXISTING
40.4
BOW 40.45
H = 0.96m SURFACE TO DESIGN SURFACE
39
CP
.4
39
SW
SP111802 CUT = 249m³
.3
39
0
39.20
31
.6
TOW 41.47 FILL = 281m³
39
39.
W
S
.8
BOW 41.35 BALANCE = 32m³
40
H = 0.12m CRAZY
.0
PAVED AREA
40
SW
.2
SOUTHERN CROSS PARADE
39.
UNIT 1 UP
39.9
81
GARAGE
39.70 LEGEND:
9
FFL 41.50 FFL 40.50 TOW 40.35
W
S
SW
BOW 40.18
H = 0.17m ADJACENT BOUNDARY
UP
40
A PROPOSED BOUNDARY
BINS
021
.41
40.5 EXISTING CONTOUR MAJOR
40
FFL 41.48
SW
Edge of Bitumen
LAWN EXISTING CONTOUR MINOR
W
FFL 40.43
EXISTING FENCE
S
EXISTING BUILDING
SW
SWIMING POOL EXISTING KERB AND CHANNEL
FFL 41.45 FFL 40.25
40.8
6
E E EXISTING ELECTRICITY
40.
42.5
W
88
40.74
SW SW EXISTING STORMWATER
SW
S
42.5 W W EXSTING WATER
TOW 43.52 TOW 41.45 TOW 42.52 S S EXISTING SEWER
BOW 41.30 BOW 40.25 BOW 40.25
H = 2.22m H = 1.20m H = 2.27m TOW 41.26 ELECTRICITY SERVICE
SW
BOW 40.39
W
41.40
H = 0.87m EXISTING STORMWATER MANHOLE
EXISTING WATER FIRE HYDRANT
S
EXISTING WATER METER
.51
SW
1
41
2
SP194330 SP194330 EXISTING SEWER CHAMBER
41.53
.63
W
41
EXISTING TREE
SW
S
40.5 PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED RETAINING WALL
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL IN-GROUND SERVICES
WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER DRAINAGE,
SEWERAGE, WATER, GAS, ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES. SERVICES TO BE CAPPED 1 0 1 2 3 4 5
IN ACCORDANCE WITH RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
BULK EARTHWORKS FOR APPROVAL - NOT FOR
SUNRISE BEACH QLD 4567 CONSTRUCTION
© ABN 89 647 469 707
B 23/02/23 INFORMATION RESPONSE QT JB JB
NATHAN WAGSTAFF LAYOUT PLAN
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
1:100 DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
020 20220237 A1 B
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