Council archive · source document
RFI - Engineering Plans · MCU26/0001
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.
SUBJECT SITE
BDY
- LOT 0 SP117777 -
BUILDING SHOWN INDICATIVELY ABOVE LEVEL 1 TOP OF RETAINING WALL TO BE AT RL36.800 MIN
REFER TO ARCHITECTURAL DRAWINGS FFL 36.35
FOR DETAILS
RETAINING WALLS TO
ARCHITECT'S DETAILS
GROUND FLOOR
FFL 33.25 DRAINAGE SWALE
BDY
EXISTING SURFACE ENTRY GATE
(WALL SHOWN BEHIND) INDICATIVE 3kL
BOTTLEBRUSH AVENUE
RAINWATER TANK
BASEMENT
PROPOSED ACCESS DRIVEWAY FFL 29.90 REFER TO STRUCTURAL ENGINEER'S
DETAILS FOR BUILDING / RETAINING WALLS
EXISTING WATER MAIN & DESIGN SURFACE
TELECOMMUNICATIONS TO
DATUM RL 27.00 BE LOCATED AND LOWERED
SECTION A
SCALE 1:100 C101
BUILDING SHOWN INDICATIVELY ABOVE
REFER TO ARCHITECTURAL DRAWINGS
FOR DETAILS
(WALL SHOWN BEHIND)
BDY
LEVEL 1
FFL 36.35
BDY
ESCAPE
TUNNEL GROUND FLOOR NOTES:
FFL 33.25 1. EXISTING STORMWATER LINE TO BE SUPPORTED OR
0.95m
RELAID DURING CONSTRUCTION.
2. PROTECTION OF EXISTING SERVICE BY STRUCTURAL
TOP OF WALL TO BE 400mm MIN HIGHER REFER TO STRUCTURAL ENGINEER'S
ENGINEER. TO BE ASSESSED AND RPEQ CERTIFIED
THAN ADJOINING GARDEN AREA DETAILS FOR BUILDING / RETAINING WALLS
IN ACCORDANCE WITH QDC MP1.4.
EXISTING SURFACE 3. ZONE OF INFLUENCE LINES BASED ON AN ANGLE OF
EXISTING 300Ø 0.71m BASEMENT REPOSE OF 45° TO 300mm DEPTH BELOW THE
STORMWATER PIPE FFL 29.90 EXISTING STORMWATER LINE.
INDICATIVE ZONE OF INFLUENCE OF
EXISTING STORMWATER PIPE
DESIGN SURFACE
DATUM RL 27.00
SECTION B BUILDING SHOWN INDICATIVELY ABOVE
SCALE 1:100 C101 REFER TO ARCHITECTURAL DRAWINGS
FOR DETAILS
BDY
BDY
LEVEL 1
FFL 36.35
PROPOSED PLANTER BED
0.84m EXISTING SURFACE POOL TERRACE AND GARDEN
BDY
BDY
PLANTER BED WALL TO EXISTING SURFACE
BE MIN 400mm HIGH GROUND FLOOR
0.37m DRAINAGE SWALE
EXISTING 300Ø STORMWATER PIPE FFL 33.25
INDICATIVE ZONE OF INFLUENCE OF REFER TO STRUCTURAL ENGINEER'S 0.31m
EXISTING STORMWATER PIPE DETAILS FOR BUILDING / RETAINING WALLS EXISTING 300Ø STORMWATER PIPE
DESIGN SURFACE
BASEMENT INDICATIVE ZONE OF INFLUENCE OF
FFL 29.90 EXISTING STORMWATER PIPE
p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c110 ewks sections.dwg
DATUM RL 28.00 DATUM RL 31.00
SECTION C SECTION D
SCALE 1:100 C101 SCALE 1:100 C101
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED MULTIPLE DWELLING DEVELOPMENT
A 14.05.26 FOR APPROVAL GS CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 17 BOTTLEBRUSH AVE, NOOSA HEADS 2613
DATUM AHD
DESIGN CS 1:100 1 0 1 2 3 4 5 A1
................. 07 5443 8285 FOR MADE ONE PTY LTD
PO Box 899
1:200 Director: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN GS A3
(RPEQ 25245) [email protected] BULK EARTHWORKS SECTIONS
DESIGN CHECK TB
DRAWING STATUS
barlowshelley.com.au C110 A
DATE MAY 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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