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Apdx3 - Engineering Plans
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 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
L (min) .10
616
+ FSL 107
S RM
L
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
S
IL104.65
+
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 Lane
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
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
S
H)
+ FSL 107
RL106.7
0
107.20
107.09
.20
E(O 10
E(OH)
Nail in K H) 6.99 107.17 C56014
b
REET
+ FSL 107
107.E00
(OH 107.12
) 614
W
106.75 107.07
.17
106.88
107.01
100Ø Cla
Pipe y
.07
W
W
PROPOSED EARTHWORKS PLAN
SCALE 1:250 @ A3
212602-OPW-01-210922.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
.................
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 A
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 22-09-21
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