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Appendix C - Engineering
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
C CUT/FILL DEPTH RANGE
3 C21
W
T
LOWER VALUE UPPER VALUE COLOUR
TI6337
S
-0.80 TO -0.90 m
TOW 2.20 TOW 3.00
3.94
BOW 1.84 BOW 2.69
-0.70 TO -0.80 m
H= 0.36m H= 0.31m
// // // // -0.60 TO -0.70 m
1.8
S
W
T
OE
S
UP -0.50 TO -0.60 m
2.0
-0.40 TO -0.50 m
3.6
-0.30 TO -0.40 m
S
OE
S
-0.20 TO -0.30 m
W
T
OE
3.4
-0.10 TO -0.20 m
3.79
POOL POOL DECK DECK LIVING CARPORT
2.2
|
RL 2.40 RL 2.76 RL 2.80 RL 2.60 0 TO -0.10 m
3.
S
8
S
0 TO 0.10 m
|
OE
W
T
|
OE
0.10 TO 0.20 m
3.2
WATER VALVE
2.4
3.74
|
0.20 TO 0.30 m
|
S
SW SW SW SW
S
0.30 TO 0.40 m
3.0
|
0.40 TO 0.50 m
|
W
OE
T
3.61
0.50 TO 0.60 m
|
SW
2.8
S
|
POOL POOL DECK DECK
S
LIVING CARPORT 0.60 TO 0.70 m
RL 2.40 RL 2.76 RL 2.80 RL 2.60
|
A 0.70 TO 0.80 m
|
W
T
C21
OE
0.80 TO 0.90 m
2.6
SW
S
|
S
0.90 TO 1.00 m
|
IO
1.00 TO 1.10 m
3.41
|
1.10 TO 1.20 m
W
//
T
// //
|
// // // // // //
S
//
OE
SW
S
FH
TELE PIT
|
OE OE OE OE
|
S
EARTHWORKS VOLUMES
|
S
1.8
W
T
3.31
|
EARTHWORKS VOLUMES FROM EXISTING
//
OE
SURFACE TO DESIGN SURFACE
|
CUT = 2.35 m³
|
SW GRATE
3.48
DECK LIVING CARPORT FILL = 356.43 m³
B
S
RL 2.80
|
RL 2.76 RL 2.60
BALANCE = 354.08 m³
W
T
C21
OE
|
3.4
2.0
|
3.2
S
|
//
POOL
|
W
T
OE
3.0
3.16
LEGEND:
|
|
3.0 EXISTING MAJOR CONTOUR
S
DO
|
POOL
DOONELLA STREET
EXISTING MINOR CONTOUR
ON
2.2
2.8
|
3.2
W
T
EL
// EXISTING FENCE
|
LA
S
UP
\ \ \ \ \ \ \ \ \ \ \ EXISTING BUILDING
DECK LIVING CARPORT
|
LA
RL 2.76 RL 2.80 RL 2.60 EXISTING KERB AND CHANNEL
KE
|
//
T EXISTING TELSTRA
|
W
T
2.4
|
S
OE EXISTING OVERHEAD ELECTRIC
|
3.
0
SW EXISTING STORMWATER
|
W EXSTING WATER
2.6
|
W
T
S
S EXISTING SEWER
|
EXISTING TOP OF BANK
2.84
| | | | | |
| | | | | |
EXISTING TREE
S
EXISTING WATER VALVE
TELE PIT
W
TOW 1.70
T
TOW 2.40
BOW 1.33 BOW 2.10
ADJACENT BOUNDARY
H= 0.37m H= 0.3m
PROPERTY BOUNDARY
2.72
6
S
3.0 PROPOSED MAJOR CONTOUR
RP73672
W
T
PROPOSED MINOR CONTOUR
> > > PROPOSED SWALE
PROPOSED STORMWATER PIPE
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL IN-GROUND SERVICES PROPOSED STORMWATER PIT
WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER DRAINAGE,
SEWERAGE, WATER, GAS, ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, PROPOSED HEADWALL
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
IN ACCORDANCE WITH RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS 1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
North Point Approved Project Address Title
BEN PARRY
RPEQ 28084 53-55 DONNELLA ST BULK EARTHWORKS SECTIONS
TEWANTIN QLD 4565
For and on behalf of RECOR Pty Ltd. LOT 4 T16337 & LOT 5 RP73672
N
Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 23/06/23 OPW ISSUE HL BP www.recorconsulting.com | ABN 89 647 469 707 BLACKWOOD ASSETS PROPOSED 20210038 A1
A 05/05/23 MCU ISSUE JAC BRP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This RESIDENTIAL DUPLEX Drawing Number Revision
021 B
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
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