Council archive · source document
130814 Permissible Change Request Final · MCU14/0073
Attached to the e-mail OPW13/1038.01 Request to Change to existing approval.
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
TE
PROPOSED
RE
OFFICES; REFER TO
NC
95.8
CO
ARCHITECT DWG PROPOSED SEWAGE TREATMENT SYSTEM LOCATION
OF
GE
ED
95.780 EXISTING STORMWATER
FFL 95.85
R0
G
95.632
9
TIN
PROPOSED STORMWATER
IS
PROPOSED 20 SPACES
EX
PROPOSED LEVELS
VISITORS CARPARKING 95.418 EXISTING LEVELS
2.6m x 5.4m
95.7 600 x 600 SW
95.50
EXISTING SURFACE CONTOURS
PIT WITH RAISED GRATE & 95.388
ECOSOL 100GPT OR
APPROVED EQUIVALENT; 95.50 PROPOSED SURFACE CONTOURS
REFER TO R09 FOR DETAILS
m
95.646 NOTE:
6.0
EXISTING BUILDING TO .64 95 95.626 95.444
BE DEMOLISHED 95.774 6.2 95.661 FFL 95.80 - EXISTING STORMWATER PITS AND PIPE
6.0m LANDSCAPING 95.69 m 95.6 LOCATIONS AND LEVELS TO BE CONFIRMED
BUFFER; REFER TO .7 83 95.596 EXISTING STORMWATER PIT;
95 95.5 5 95.591
ON SITE PRIOR TO CONSTRUCTION
LANDSCAPING DRAWINGS 95.6 95.599 RAISE GRATE TO SUIT NEW - EXISTING CONCRETE TO BE REPAIRED AS
FOR DETAILS 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
1. ALL LINEMARKING AND SIGNAGE SHALL
95 95.56 95.571
.6 95.565 BE IN ACCORDANCE WITH DMR "MANUAL
95 95.68 95.5
6.0m
95.422 OF UNIFORM TRAFFIC CONTROL
95.528 DEVICES"
SCRC BARRIER KERB B4 .5 95.383
95 5 2. ALL PAVEMENT MARKINGS SHALL USE
TYPE; .45
95 .498 "TYPE 1" ROAD MARKING PAINT AS
REFER TO R09 FOR 9 5
DEFINED IN DMR's STANDARD
DETAILS 2 95.4 12.5m
.58 1 SPECIFICATION No. MRS11.45 INCLUDING
95 .53 95
.4 5 SOLVENT-BORNE ROAD MARKING PAINT
9 5 .39 6
95 5.38 TO THE REQUIREMENTS OF AS4049.1
5
95 .3
.15
8
9
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 .8 1 PAVEMENT MARKINGS
EL PROPERTY BOUN OR APPROVED EQUIVALENT 95.2
DARY
LANE LINES
EXTEND 7.2m EXISTING 450RCP
95. .94
95.4.853
95 .808
94
9
AND INSTALL PRECAST 3.0 1.0 3.0
.12
94
18
145
HEADWALL; IL 94.165 95.0 EL
25.0m 29.6m
5%
CONTINUITY LANE
LINE - (CL) 200mm
94.8
94 .73 IL 93.46
.60 94 582 "W" STEEL BEAM GUARDRAIL FIXED
EXISTING EDGE OF BITUMEN .
94.675
3 .62 DBL
1.0m
2 94 94 .52 ON TOP OF HEADWALL;
94.5 94.6 94 INSTALLATION AND SETOUT IN DOUBLE BARRIER LINE -
(EL)
3.5m
94 9
3.5m
.62 94 4.50 ACCORDANCE WITH DEPARTMENT (DBL)
80mm
9 .49
18.4m
80mm
SL 6 OF MAIN ROADS STD DWG 1474
80mm
3.5m
3.5m
LAKE MACDONALD DRIVE (CL)
(EL)
3.5m
ROAD CENTER LINE (DBL)
SEPARATION SL
(DBL) 100mm
3.6m
LINE
3.55
3.6m
EL
EXISTING EDGE OF BITUMEN EDGE LINE 150mm
PROPOSED ENTRY IN
ACCORDANCE WITH
AS 2890.2 & SCRC STD
DWG R005; REFER TO PARKING BAY LINES
DWG R09 FOR SINGLE WHITE LINE 100mm
CROSSOVER DETAILS
CLIENT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1014
A 28-01-14 DIMENSIONS ADDED LN TS
PROJECT:
DATUM AHD
DESIGN LN
0 4 8 12 16 20m
................. 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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