Council archive · source document
MCU14/0073 Town Planning Report
LEGEND
EXISTING BUILDING
PROPOSED DEVELOPMENT AREA
- SUBJECT SITE
EXISTING BUILDING
PROPOSED CONCRETE CARPARKING
EXISTING LAKE MACDONALD DRIVE AND SITE ENTRY
PROPOSED WIDENING
GARDEN AREAS
EXISTING TELSTRA
EXISTING WATERMAIN
EXISTING SEWAGE TREATMENT SYSTEM LOCATION
E
PROPOSED
ET
CR
OFFICES; REFER TO
95.8
ON
ARCHITECT DWG PROPOSED SEWAGE TREATMENT SYSTEM LOCATION
C
OF
GE
95.780 EXISTING STORMWATER
ED
FFL 95.85
R0
95.632
G
9
PROPOSED STORMWATER
TIN
IS
PROPOSED 20 SPACES PROPOSED LEVELS
EX
VISITORS CARPARKING 95.418 EXISTING LEVELS
2.6m x 5.4m
95.7 600 x 600 SW
EXISTING SURFACE CONTOURS
PIT WITH RAISED GRATE & 95.388
95.50
ECOSOL 100GPT OR
APPROVED EQUIVALENT; 95.50 PROPOSED SURFACE CONTOURS
REFER TO R09 FOR DETAILS
95.646
m
EXISTING BUILDING TO 95.6 NOTE:
6.0
95.626
BE DEMOLISHED 95.774 6.2 95.6 4 95.444
61 FFL 95.80 - EXISTING STORMWATER PITS AND PIPE
6.0m LANDSCAPING 95.69 m 95.6 LOCATIONS AND LEVELS TO BE CONFIRMED
83 95.596 EXISTING STORMWATER PIT;
95.5 5
BUFFER; REFER TO .7 ON SITE PRIOR TO CONSTRUCTION
95
LANDSCAPING DRAWINGS 95.6 95.591 95.599 RAISE GRATE TO SUIT NEW - EXISTING CONCRETE TO BE REPAIRED AS
FOR DETAILS 100Ø PVC SUBSOIL 95.3 95.503 CONCRETE LEVELS REQUIRED
DRAIN PIPES OUTLET
95. 95.615
TO STORMWATER PIT
95.75 95.6 658 95.467 NOTE:
81
95.641 49
95.6.676 95.496
95 95.56 95.571 1. ALL LINEMARKING AND SIGNAGE SHALL
.6 95.565 BE IN ACCORDANCE WITH DMR "MANUAL
95 95.68 95.5 95.422
6.0m
OF UNIFORM TRAFFIC CONTROL
95.528 DEVICES"
SCRC BARRIER KERB B4 95.383
.5 5 2. ALL PAVEMENT MARKINGS SHALL USE
TYPE; 95 .45
95 .498 "TYPE 1" ROAD MARKING PAINT AS
REFER TO R09 FOR 9 5
DEFINED IN DMR's STANDARD
DETAILS 2 12.5m
.58 1
95.4
SPECIFICATION No. MRS11.45 INCLUDING
95 .53 .4 5
.39 6
5 95 SOLVENT-BORNE ROAD MARKING PAINT
9
95 5.38 TO THE REQUIREMENTS OF AS4049.1
5
95 .3
9
.15
8
95 .3
95
PP
.03
95
6.0m
SCRC BARRIER KERB B4 TYPE; 450 x 450 SW 95.286 IL
92
REFER TO R09 FOR DETAILS PIT WITH ECOSOL 100GPT 8.5m .81
PAVEMENT MARKINGS
EL PROPERTY BOUN OR APPROVED EQUIVALENT 95.2
DA RY
LANE LINES
EXTEND 7.2m EXISTING 450RCP
95. .94
95.4.853
95 .808
94
AND INSTALL PRECAST 3.0 1.0 3.0
9
.12
94
18
145
HEADWALL; IL 94.165 95.0 EL
25.0m 29.6m CONTINUITY LANE
5%
LINE - (CL) 200mm
.73
94.8
94 IL 93.46
.60 94 582 "W" STEEL BEAM GUARDRAIL FIXED
2 94
.
94.675
3 .62 DBL
94 .52
EXISTING EDGE OF BITUMEN
1.0m
ON TOP OF HEADWALL;
94.5 94.6 94 INSTALLATION AND SETOUT IN DOUBLE BARRIER LINE -
(EL) 94 9
94 4.50
3.5m
3.5m
.62 ACCORDANCE WITH DEPARTMENT (DBL)
9 .49
18.4m
80mm
6 OF MAIN ROADS STD DWG 1474
80mm
SL
80mm
(CL)
3.5m
3.5m
LAKE MACDONALD DRIVE (EL)
(DBL)
3.5m
ROAD CENTER LINE
SEPARATION SL
(DBL) 100mm
LINE
3.6m
3.55
3.6m
EL
EXISTING EDGE OF BITUMEN EDGE LINE 150mm
PROPOSED ENTRY IN
- ACCORDANCE WITH
AS 2890.2 & SCRC STD
NOOSA COUNCIL DWG R005; REFER TO PARKING BAY LINES
DWG R09 FOR SINGLE WHITE LINE 100mm
APPROVED PLANS CROSSOVER DETAILS
OPW13/1038 25 FEB 2014
CLIENT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1014
A 28-01-14 DIMENSIONS ADDED LN TS
PROJECT:
DATUM AHD 0 4 8 12 16 20m
DESIGN LN
................. SHEET: 5 OF 9
DRAWING NUMBER REV
Director: TONY SHELLEY DRAWING TITLE:
DRAWN LN SCALE 1:400 A3 (RPEQ 7736)
DESIGN CHECK TS
DRAWING STATUS
07 54534494 R05 A
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE 13-11-13 Barlow Shelley Consulting Engineers FOR APPROVAL PO Box 432 Buderim 4556 ABN 42 135 788 813
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