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Approved Plans OPW20-0105
Plans and drawings
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f/hydrant
NOOSA COUNCIL
telstra
APPROVED PLAN
OPW20/0105 27 NOV 2020
As annotated by Council
M Design
SITE BOUNDARY PO Box 290
Peregian Beach QLD 4573
QBCC No. 1066058
Contact: Michael Broeren
t. 07 5471 2721
water
t. 0422 969 645
w. www.mdesign.com.au
EXISTING STORE
© COPYRIGHT 2020 - M DESIGN
THE IDEAS AND CONCEPTS
Grate to be as per approved plan: CONTAINED WITHIN THIS
DOCUMENT AND THE DOCUMENT
"Proposed X-Over Ramp", rev C, ITSELF REMAIN THE INTELLECTUAL
PROPERTY OF M DESIGN AND MAY
dated 22/10/2020, prepared by NOT BE COPIED OR REPRODUCED
IN PART OR IN WHOLE WITHOUT
EXPRESSED WRITTEN PERMISSION
Rienmac Pty Ltd FROM MICHAEL BROEREN OF M
DESIGN.
29.06.20
DATE
COU RT
GRATED DRAIN LOCATION TBC
PROPOSED
NEW CROSSOVER
DRIVEWAY
DESCRIPTION
K&C
FALL FALL
OP WORKS APPLICATION
6135
5632
EXISTING SCREENING
6000
EXISTING CARPORT
CRUSOE
REV
A
BROEREN & MARSHALL RESIDENCE
20
WG
Alterations & Additions
CASTAWAYS BEACH
sw drain
3 CRUSOE COURT,
SITE BOUNDARY
EXISTING SCREENING
ENTRY NEW WG20 GRATE OVER EXISTING
GATE STORMWATER COLLECTION CHANNEL
Project Address:
For:
EXISTING SW DRAIN KERB CHANNEL
sheet title:
PROPOSED
CONSTRUCTION ISSUE
CARPORT
EXISTING SW PIT DRIVEWAY
CARPORT DRIVEWAY CROSSOVER CROSSOVER
job no: drawn by:
1602 JM
1 : 50
date: 15/07/2020
0 1 2 3 4m 9:33:51 AM
1:50 scale (A3): drawing no:
1 : 50 3.7
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Page 2
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NOOSA COUNCIL
APPROVED PLAN
OPW20/0105 27 NOV 2020
[OCR of page images]
EXISTING PERMEABLE STREET PAVING
ON CONC. BASE
GRASSED VERGE
EXISTING STORM WATER COLLECTION
CHANNEL
STREET & CHANNEL
HIGH POINT
CRUSOE CRT
KX . 4 a a ee KALA
RA CECIOQ_OK Ga CA2CQ_X&xCQQ_Q_CR RO >
SSS
RRQ RIUEQEXQRAG RRA
| APPROX. 550mm a
EXISTING STORM WATER COLLECTION
CHANNEL
170 APPX. 420mm EXTENT CONFIRM ON SITE,
GRASSED VERGE LANDSCAPE 10
MINIMISE ANY STEP VOID FOR FREE FLOW
STORM WATER COLLECTION
CURVED PLATE TO SUIT CHANNEL
THROAT
4 x 12mm DIAM. POWERS S.S DOME
HEAD BLUE TIP SCREW BOLT.
i WLU WALL A
RK XK UNA z
BUILDING DEPARTMENT.
XY
’ SOMA’ ON CRT
: °RRRRRRRKR CRUSOE
- ag
- CRG
© ZY
; NON SHRINK HIGH CASA
STRENGTH GROUT Ze
BETWEEN PLATE AND DYN
CONCRETE AS REQUIRED. KSA
Ze ee,
RY a
SSN TA :
APPROX. 420x1f0mm KX
ANGLED OPENING SOOOD} SDAP. YH YH HP HY”
ERROR EXISTING PERMEABLE STREET PAVING
ON CONC. BASE
| APPROX. 550mm | MIN. COATING 600G/M2
DESIGN LOADS MEDIUM VEHICLE
TRAFFIC AREA:
5 kPa - UDL
31 kn POINT LOAD
MAX. VEHICLE LOAD 10000kg
: PROPOSED RAMP TO STORM WATER
u COLLECTION CHANNEL
© TIS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY.
SOLID 16mm PLATE CURVED TO MEET EXISTING KERB
AND CHANNEL PROFILE AS DISCUSSED WITH NSC
ALL STEEL WORK HDG 10 AS 4680
PERMEABLE METAL RAMP. EXTENT CONFIRM ON SITE. -
_ MAXIMUM 900mm
FIXING EQ. SPACED |
TOP OF MOUNTING PLATE
EXTENT CONFIRM ON SITE
iémm SOLID PLATE
STREET JUNCTION, L
16mm FABRICATED PLATE,
4 x 12mm DIAM. POWERS S.S DOME
HEAD BLUE TIP SCREW BOLT.
MIN. 90mm EMBEDMENT CENTRALLY
LOCATED TO END PLATE.
PROPOSED PLAN FOR RAMP 10
STORM WATER COLLECTION CHANNEL
RIENMAC eryiro
ABN. 5? 010 666 430 ACK 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS
SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,
137 BRISBANE ROAD,
(PO BOX 149)
MOOLOOLABA OLD 4557
LENT:
MICHAEL BROEREN & JULIE MARSHALL
P- (07) 5349 0762|
Email;- info@rienmac,net
Web:- wwwrienmac.net
PROJECT:
PROPOSED X-OVER RAMP
REFER 10 ARCHITECTS DRAWING 1602
FOR SITE PLAN AND LOCATION PLAN. 3 CRUSOE COURT
CASTAWAYS BEACH QLD 4567
REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 102 ON MCH807481
NOOSA SHIRE COUNCIL
DRAWING TITLE:
DETAILS
Designed: PLR Drawn: MB
APPROVED PLAN “eS ”
i : ATE:
OPW20/0105 27 NOV 2020 Engineer: PLR|DATE 22 OCT 20
yiten hein ton Resa Conattg Eee JOB NUMBER | DWG No. | ISSUE
PETER RIENECKER - RPEQ 2088 | DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 1 OF 1 |CHECKED: PLR