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Appendix C - Engineering
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
PROPOSED ROCK APRON FOR 3 INLET PIT WITH CLASS B GRATED LID.
W
T
SCOUR PROTECTION TI6337 PROVIDE OCEANGUARD LITTER
S
BASKET OR APPROVED EQUIVALENT
// // // //
S
W
T
OE
S
UP
1.0m
S
OE
MATCH NEATLY TO
S
W
T
PROPOSED 5.0kL
OE
RAINWATER TANK EXISTING FOOTPATH
POOL POOL DECK DECK LIVING CARPORT
4
|
RL 2.40 RL 2.76 RL 2.80 RL 2.60
TI6337
S
PROPOSED 1.0m WIDE CONCRETE
S
|
OE
FOOTPATH IN ACCORDANCE WITH
W
T
|
OE
IPWEA STD DRG RS-065
|
|
S
SW SW SW SW
0.5m
S
|
|
W
OE
T
PROPOSED ROCK APRON FOR
SCOUR PROTECTION
NOTE:
|
SW
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,
S
|
POOL POOL DECK DECK
S
LIVING CARPORT ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING
RL 2.40 RL 2.76 RL 2.80 RL 2.60 BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
|
ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
4.0m
|
W
REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR
T
PROPOSED 5.0kL
OE
RAINWATER TANK TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
SW
S
|
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
S
RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS
|
PROPOSED DRIVEWAY IN
|
ACCORDANCE WITH IPWEA
STD RS-049 & RS-050
W
//
T
// //
|
// // // // // //
S
0.5m
//
OE
SW
S
FH
TELE PIT
|
OE OE OE OE
|
S
0.5m
|
INLET PIT WITH CLASS B
S
W
T
GRATED LID. PROVIDE
|
//
OCEANGUARD LITTER BASKET
OE
PROPOSED 5.0kL
RAINWATER TANK OR APPROVED EQUIVALENT
|
|
DECK LIVING CARPORT
S
5
RL 2.80
|
RL 2.76 RL 2.60
4.2m
RP73672
W
T
OE
|
LEGEND:
|
PROPOSED DRIVEWAY IN
ACCORDANCE WITH IPWEA
S
|
//
STD RS-049 & RS-050 // EXISTING FENCE
POOL
|
W
T
OE
\ \ \ \ \ \ \ \ \ \ \ EXISTING BUILDING
|
0.5m
m EXISTING KERB AND CHANNEL
1.5
|
S
T EXISTING TELSTRA
DO
|
POOL
DOONELLA STREET
ON
OE EXISTING OVERHEAD ELECTRIC
|
W
T
EL
SW EXISTING STORMWATER
|
LA
S
m
UP
1.5 DECK LIVING CARPORT W EXSTING WATER
|
LA
RL 2.76 RL 2.80 RL 2.60
KE
|
S EXISTING SEWER
//
EXISTING TOP OF BANK
|
W
T
| | | | | |
| | | | | |
|
S
EXISTING TREE
|
EXISTING WATER VALVE
|
ADJACENT BOUNDARY
|
W
T
S
|
PROPERTY BOUNDARY
PROPOSED RETAINING WALL
> > > PROPOSED SWALE
S
TELE PIT
MATCH NEATLY TO
W
T
PROPOSED ROCK APRON FOR PROPOSED 5.0kL EXISTING FOOTPATH PROPOSED STORMWATER PIPE
SCOUR PROTECTION RAINWATER TANK
PROPOSED STORMWATER PIT
6 PROPOSED HEADWALL
S
RP73672
PROPOSED CONCRETE PAVEMENT
W
T
PROPOSED COBBLESTONE PAVERS
PROPOSED FOOTPATH
PROPOSED LANDSCAPE
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 OVERALL LAYOUT PLAN
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
010 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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