Original source · versioned page text
Attachment 2 - SBSMP
Attached to the e-mail Response to Council’s Information Request - MCU21/0183 & OPW21/0292 - 9 Ruby Street Cooroy.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
LEGEND
MARK DESCRIPTION
PROPOSED BUILDING
PROPOSED EARTHWORKS FILL
N
PROPOSED EARTHWORKS CUT
PROPOSED STORMWATER PIPE
PROPOSED RETAINING WALL
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
+ 23.750 EXISTING SURFACE LEVEL
EXISTING BOUNDARY
S EXISTING GRAVITY SEWER
.10
+ FSL 107
1
S
ESL 107.00
H 0.2m +
C07
ESL 106.90
RL107.1
.00
+ FSL 107
2
Screw in
.00
+ FSL 107
Conc
ESL 107.20
LEGEND
107.14
S
IL104.66
S
+
FSL 107.00
+ FSL 107
C56014 S
+
S
FSL 106.90
S RM
.10
LL (min)
616
+ FSL 107
S RM
0.5% FA
E(OH)
FSL 106.80
IL104.65 S
.10
RM
+ + FSL 10
+ FSL 107
IL104.64 S
.20
RM
FSL 106.70
+ H 0.30m
W
+
S RM
S SL106.8
106.81 S 8 RM
+
106.80 S RM 107.08
E(OH)
S RM
IL104.65
S
+
RM
7.50
106.71 S
3.0%
106.55 S 106.95 RM
106.55
+
S RM
W
S 106.93
OPAL LA
RM 107.22
S
S
S
Carport RM
RM
E(OH)
RL106.2 S
7 S RM
S RM
.30
+ FSL 107
Screw in S RM 107.03 107.18
Kb RM 107.00
.30
+ FSL 107
RM 106.72
W
106.94
RM
S
E(OH)
RM 107.00
RM
NE
.40
+ INV 107
107.19
C56014
G FALL CUT & FILL VOLUMES
SW
W
+ H 0.35m
107.26
EXISTIN
E(OH)
107.23
S
615 107.24
3.0%
2
+ ESL 107
+ FSL 107.5
.50 CUT VOLUME - 14cu.m
+ FSL 107
.50 FILL VOLUME - 172cu.m
Pool
Opal La
FFL 107.10 + FSL 107 C07
E(OH)
W
106.87
APPROX NET IMPORT - 158cu.m
+ FSL 107
S
1.0%
107.04 .20 107.35
+ FSL 107
NOTE: EARTHWORKS VOLUMES TO 300mm BELOW FFL AND 300mm
5
ne
SW
.60
106.90
106.81
FFL 107.80 + FSL 107 BELOW FOR PAVEMENT BOXING. REFER STRUCTURAL &
.60
+ FSL 107
107.09
E(OH)
FSL 107.77
LANDSCAPE DRAWINGS FOR DETAILS ON FOUNDATIONS AND
.65
W
Pump
.75
S
FSL 107.75
107.29 107.31
SURFACE FINISHES
107.05 + 107.49
FSL 107.60
106.79
+ ESL 107
SW
+ H 0.35m
E(OH)
106.91 106.95 107.10
.70
5+
+ FSL 107
Shelter SW
W
Shelter Shade
S
+ ESL 107
RUBY ST
+ H 0.45m
E(O
107.17 H) Shade
+ + ESL
.40
.80
+ FSL 107
+ FSL 107
E(OH)
107.15 107.05
+ H 0.6m
E(O
H)
107.07
W
.30
106.96 107.06 E(O
H)
S
+ FSL 107
RL106.7
0
107.20
107.09
.20
E(O 106.
E(OH)
Nail in K H) 99 107.17 C56014
b
REET
+ FSL 107
107.E00
(OH 107.12
) 614
W
106.75 107.07
.17
106.88
107.01
100Ø Cla
y Pipe
.07
W
PROPOSED EARTHWORKS PLAN
SCALE 1:250 @ A3
212602-OPW-01-211201.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 22-09-21 FOR APPROVAL DB DK
PROPOSED DUPLEX CHRISTOPHER ROBINSON 0 2.5 5 7.5 10 12.5m
.................
B 01-12-21 RFI FOR APPROVAL DTB DK DATUM
DESIGN
AHD
DB
212602
9 RUBY STREET COOROY
DANIEL KENNA DRAWN DB SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
PROPOSED EARTHWORKS PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C06 B
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 22-09-21
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