Original source · versioned page text
9307-OPW RFI 1 Civil Plans
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
BOUNDARY FENCING, REFER
TO ARCHITECT FOR DETAILS.
PROPERTY BOUNDARY
FACE OF WALL
0.50m
! ! ! CAUTION ! ! ! CLEAR DIMENSION AS REQUIRED
PROPOSED BOUNDARY
CONTRACTOR TO CONFIRM THE DEPTH AND BY STRUCTURAL DESIGN
EASEMENT DRIVEWAY & CARPARK SURVEY SURFACE 1.30m
4.00m 18.60m LOCATION OF ALL SERVICES PRIOR TO COMMENCING FFL = FINISHED FLOOR LEVEL
EX. BOUNDARY
ANY CONSTRUCTION WORKS OR ORDERING ANY CLEAR BEL = BULK EARTHWORKS LEVEL
EX. BOUNDARY
WALK
REMOVED
-WAY CHILDCARE MATERIALS.
3.00m FINISHED SURFACE INDICATIVE EXISTING WALL LEVELS:
BUILDING SURFACE
FSL 5.000 TOW = TOP OF WALL
TOW BOW = BOTTOM OF WALL
BEL 4.875 TOB = TOP OF BLOCK
EARTHWORKS SURFACE 0 2 4 6 8 10 TOF = TOP OF FOOTING
SLEEPER WALL OFFSET FROM
BLOCK RETAINING WALL 3 SECTION BOUNDARY. REFER TO FENCE FOOTING NOTE: TOB ONLY PROVIDED
SCALE 1:200 (A1) 1:400 (A3)
D STORMWATER
825Ø
BE.1.01 SCALE 1:200 TYPICAL DETAIL C-C
SUPPORTING CARPARK. WHERE BLOCKWORK FINISHES
REFER TO TYPICAL DETAIL B-B PLAY AREA
1500 MAX.
UNDER PAVEMENT.
IL2.927
TEMPORARY BATTER TO
GEOTECHNICAL ENGINEERS RETAINING WALLS:
FINISHED
REQUIREMENTS. 1. REFER TO STRUCTURAL ENGINEER FOR BLOCKWORK
SURFACE
CONSTRUCTION
BOW RETAINING WALL DETAILS AND FOOTINGS.
PROPOSED BOUNDARY
FACE OF WALL METHODOLOGY WILL
REQUIRE MINIMISING 2. BUILD OVER SERVICE DETAILS TO BE PER STRUCTURAL
1.70m
EXPOSED FACE OF ENGINEERS DETAILS.
FOOTING DEPTH
EX. BOUNDARY
REFER WALL
FRONTAGE EXCAVATION TO SINGLE 3. REFER TO BE.1.01 FOR RETAINING WALL TOP, BOTTOM
DESIGNER
EX. BOUNDARY
PLAY SPACE
PANEL WIDTH OR SIMILAR AND TOP OF FOOTING LEVELS.
REMOVED
LANDSCAPE PLAY SPACE 8.90m
CHILDCARE PER GEOTECHNICAL
6.90m FINISHED SURFACE 4. SLEEPER RETAINING WALLS TO BE PER STRUCTURAL
HOFMANN BUILDING ENGINEERS ADVICE.
DRIVE FSL 5.000 ENGINEER DETAILS.
WHOLE OF FOOTING AND
BEL 4.875
REAR DRAINAGE TO BE
SURVEY SURFACE CONTAINED WITHIN
EARTHWORKS SURFACE CONCRETE SLEEPER RETAINING WALL NOTES:
CONCRETE SLEEPER OFFSET DEVELOPMENT ALLOTMENT
FROM BOUNDARY. REFER TO 1.REFER GENERAL RETAINING WALL DESIGN NOTES.
IL1.001 225Ø
2 SECTION
EX SEWER
TYPICAL DETAIL D-D 2.REFER TO ARCHITECT FOR WALL FACE TREATMENT(S).
BE.1.01 SCALE 1:200
3.RETAINING WALL DESIGN TO BE UNDERTAKEN IN
ACCORDANCE WITH AS4678 EARTH RETAINING STRUCTURES.
C-C DETAIL - EAST BOUNDARY WALL DESIGNS ARE THE RESPONSIBILITY OF THE
BE.1.01 SCALE 1:50 CONTRACTOR.
4.STRUCTURAL DETAILS AND CERTIFICATION OF ALL WALLS
NOT DESIGNED BY MPN TO BE PROVIDED BY THE
STRUCTURAL ENGINEER PRIOR TO THE COMMENCEMENT OF
PLAY SPACE
PROPOSED BOUNDARY
EASEMENT DRIVEWAY & CARPARK CONSTRUCTION FOR APPROVAL.
4.00m 17.60m 5.THE INSTALLATION OF THE WALL MUST BE UNDERTAKEN TO
EX. BOUNDARY
ENSURE NO SUBSIDENCE OR DAMAGE TO NEIGHBOURING
EX. BOUNDARY
WALK WALKWAY &
REMOVED
-WAY LANDSCAPE CHILDCARE PROPERTIES/RESERVES AS A RESULT OF MECHANICAL
3.00m 2.40m BUILDING EXCAVATION.
FSL 5.000 6.THE CONTRACTOR IS RESPONSIBLE FOR UNDERTAKING ALL
BEL 4.875 NECESSARY DILAPIDATION STUDIES ON EXISTING
INFRASTRUCTURE AND STRUCTURES ADJACENT TO THE
BATTER FROM PLAY SPACE
LEVEL TO EXISTING LEVEL PROPERTY BOUNDARY PRIOR TO COMMENCEMENT OF
AT NEW BOUNDARY. WORK.
SECTION
IL2.664 1200x600Ø
EX. STORMWATER
BLOCK RETAINING WALL 1
BE.1.01
MAXIMUM SLOPE 1 IN 3
SUPPORTING CARPARK. SCALE 1:200
MAXIMUM HEIGHT 200mm
REFER TO TYPICAL DETAIL B-B
CONSULTANT: MPN CONSULTING PTY LTD
PROPERTY BOUNDARY
1800 CLEAR CONTACT: TOBY TAWDE MUSPRATT
(RPEQ 24982)
TELEPHONE: (07) 3335 4595
BOUNDARY FENCING, REFER DATE 30/01/2026
TO ARCHITECT FOR DETAILS.
INDICATIVE SIGNAGE FIXED TO
II
FACE OF WALL/BACK OF KERB. IF REQUIRED: BRACKET FOR NOM. 1 IN 8 SLOPE
MINIMUM 2x M8 GALVANISED FENCE FIXING TO BE PROVIDED
BOLTS WITH 30mm WASHER, TO TOP OF EACH POST
CHEMSET INTO CONCRETE.
II
MINIMUM 80mm EMBEDMENT. D 13.04.26 RFI RESPONSE MG TTM
TOW
INDICATIVE EXISTING C 30.01.26 FOR APPROVAL TTM LS
SURFACE B 28.11.25 OPERATIONAL WORKS TTM LS
EASEMENT CLEAR CARPARKS & DRIVEWAY FENCE FOOTING A 14.11.25 FOR COORDINATION TTM SR
4.00m 700mm CONCRETE UPSTAND KERB. REFER TO
PLAY AREA 1 ISSUE DATE AMENDMENT BY APP
1500 MAX.
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN
TYPICAL DETAIL ON DRAWING CP.2.01 1 PART WITHOUT WRITTEN PERMISSION OF MPN CONSULTING PTY LIMITED 2023 ©
EASEMENT BOUNDARY
1800
CONCRETE PAVEMENT WITH EDGE THICKENING. FINISHED SURFACE
PROPERTY BOUNDARY
ABN: 39 062 191 799
REFER TO DRAWING CP.2.01 FOR DETAILS. TEMPORARY BATTER TO
PROVIDE WHEEL STOPS IN ACCORDANCE GEOTECHNICAL ENGINEERS P: 61 7 3335 4555
E: [email protected]
1100 WITH DETAILS ON DRAWING CP.2.01 REQUIREMENTS.
BOW Level 4, Building 3,
TOW Kings Row Office Park,
PEDESTRIAN PATHWAY 42 McDougall Street, Milton, QLD, 4064
REFER IPWEA STD DRG RS-065 TOB
500 MAX.
REFER WALL DESIGNER
CLIENT:
NOT FOR CONSTRUCTION
3.00m
STOCKWELL DEVELOPMENT GROUP PTY LTD
FOOTING DEPTH
BOW
TOF NOOSA EARLY LEARNING CENTRE
GRANULAR SUB-BASE
CBR MATERIAL LOT 4 NOOSA
EMBEDMENT
TEMPORARY BATTER TO GEOTECHNICAL 63-65 HOFMANN DRIVE
VARIES
EARTHWORKS SURFACE NOOSAVILLE, QLD 4566
ENGINEERS REQUIREMENTS.
INDICATIVE EXISTING
REINFORCED BLOCK RETAINING
SURFACE
WALL. REFER TO STRUCTURAL
BULK EARTHWORKS SECTIONS
& DETAILS
100
ENGINEER FOR DETAILS. 'B'
B-B DETAIL - WEST BOUNDARY TYP. 450
BE.1.01 SCALE 1:50 DESIGN: TTM DRAWN: TTM SCALES: AS SHOWN
CHKD: LS APPRD: TTM DATE: 30.01.2026
D-D DETAIL - NORTH BOUNDARY mpn JOB DRAWING No. REV
BE.1.01 SCALE 1:50
EX. STORMWATER 0 0.5 1.0 2.0 2.5
1200x600Ø
SCALE 1:50 (A1) 1:100 (A3)
9307 BE.2.01 D
FOR APPROVAL
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (9307-OPW RFI 1 Civil Plans.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.