Council archive · source document
MCU14/0073 Town Planning Report
EXISTING BUILDING
95
95
.67
LEGEND
.77
PROPOSED 40 CARPARKING SPACES
LINEMARKS
EXISTING BUILDING
95
95
95
.6
.66
.51
7
CONCRETE DRIVEWAY & CARPARKING
5.5m 5.5m
PROPOSED DEVELOPMENT AREA
95
2.6m
EXISTING BUILDING - SUBJECT SITE
.35
2.6m
EXISTING STORMWATER
95
PROPOSED STORMWATER
95
95
.44
.61
.75
> > > GRASS SWALE
95
95
95
EXISTING 300Ø 2.0m WIDE OVER LAND FLOW DIRECTION
.42
.28
.68
SW PIPE GRASS SWALE; EXISTING SW PIPE EXISTING SURFACE CONTOURS
REFER TO DWG R09 FOR CUT AND CONNECT EXISTING SW PIPE IL 95.1
.63
EXISTING SW PIPE IL 95.1
95
DETAILS IL 95.15
EXISTING RCP TO CUT AND CONNECT 95.41 PROPOSED LEVELS
1050 MH 95.28 EXISTING LEVELS
95
R09
EXISTING RCP TO1050 MH
.63
IL 94.80
SWALE IL95.43
IL 94.91
95
95
95
95
95
95 95
95
.44 95
.44
.42
.30
.44
SWALE IL95.194
.42 .39
95
GRASS SWALE EXISTING EDGE OF CONCRETE
.56
.13
4
2.0m
3.0m
> > > > > > > >
IL 94.78
1%
IL 94.68
.41 >
>
EXISTING 225Ø
>
10.0m
5.5m
>
10.0m IL 94.89 SL 95.54
>
IL 94.76
SW PIPE 15.0m 2.6m
CONSTRUCT 450 SQ PIT
225Ø RCP
PROPOSED 225Ø RCP
OVER EXISTING RCP PROPOSED 225Ø RCP
OUTLET TO UNDERGROUND
EXISTING 225Ø SL95.1; REFER DWG R07 OUTLET TO UNDERGROUND UNDERGROUND
WATER TANK EXISTING STAFF PARKING
SW PIPE IL94.35 WATER TANK WATER TANK; (27 SPACES; GRASS)
OVERFLOW TO GRASS
225Ø OVER FLOW PIPE -
SWALE;REFER TO DWG R07
CREEK IL 94.44 NOOSA COUNCIL
FOR DETAILS
DISCONNECT AND
EXISTING REMOVE APPROVED PLANS
BRIDGE SW PIPE
OPW13/1038 25 FEB 2014
LA
K
EX
E
IST
M
EXISTING
IN
AC
G
BRIDGE
TE
D
ED
LS
O
GE
TR
N
DRAINAGE NOTES
OF
A
EXISTING
AL
ED
BIT
GE
5/1200Ø RCP
D
1. EASEMENTS SHALL BE CREATED OVER ALL COUNCIL OWNED
UM
OF
D
INTER-ALLOTMENT
EN
R
BIT
DRAINAGE LINES:
IV
UM
225Ø = 1.5M WIDE,
E
EN
300Ø OR GREATER = 3.0M WIDE.
2. PIPE BEDDING AND BACKFILL ARE IN ACCORDANCE WITH SPECIFICATION
NO.
4.6 - SEWER RETICULATION FOR UPVC PIPES, AND SPECIFICATION NO.
4.5 - STORMWATER DRAINAGE FOR RC AND FRC PIPES.
ROADWORKS NOTES 3. PIPE MATERIALS ARE UPVC SEWER PIPE MINIMUM CLASS SH; UPVC
DRAINAGE PIPE PLASCOR OR EQUIVALENT, OF EQUIVALENT CLASS TO
UPVC SEWER CLASS SH; R.C.P. CLASS "2" RUBBER RING JOINTED;
1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF
OR F.R.C. PIPE CLASS "X" RUBBER RING JOINTED.
ALL PUBLIC & PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT
4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD
OF ANY CONSTRUCTION. WHERE UTILITY SERVICES ARE SHOWN ON
JOINTED.
THE PLANS, THEY ARE SHOWN FOR THE INFORMATION OF THE
STANDARD MANUFACTURER'S FITTINGS ARE USED IN BOTH CASES.
CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE LIABLE FOR ANY
5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE
OMISSION OF SERVICES FROM THE PLANS OR THE ACCURACY OF ANY
LOWER PRECAST SECTION INTO A WET CAST-INSITU CONCRETE BASE.
SERVICES SHOWN ON THE PLANS.
CUT OUTS FOR PIPE PENETRATIONS ARE MADE USING CONCRETE SAWS/
2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH
NOTES COMPUTER MODELLING OF FIELD SURVEY DATA. THESE CALCULATED
DRILLS WHILE MINIMISING DAMAGE TO THE ADJACENT PIPE MATERIALS.
NOTE: 6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT
1. SIGNAGE & LINEMARKING TO BE PROVIDED IN LEVELS MAY VARY FROM THE ACTUAL GROUND LEVEL.
- EXISTING STORMWATER PITS AND PIPE DOWN CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC
ACCORDANCE WITH MUTCD REQUIREMENTS. 3. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH
LIGHT DUTY, POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY
LOCATIONS AND LEVELS TO BE CONFIRMED 2. NEW LINEMARKING TO BE INSTALLED AS SHOWN. REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE
THE SAME INTERNAL DIMENSIONS AS THE MANHOLE.
ON SITE PRIOR TO CONSTRUCTION 3. LINEMARKING SETOUT AS PER ARCHITECTURAL SITE PLAN. PRINCIPAL'S APPOINTED SURVEYOR.
7. LIDS TO FRC AND RCP MANHOLES ARE IN ACCORDANCE WITH THE
- EXISTING CONCRETE TO BE REPAIRED AS 4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH
MANUFACTURER'S PROPRIETARY CONCRETE OR CONCRETE INFILL TYPE.
THE PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN
REQUIRED 8. LIDS MATCH FINISHED SURFACE GROUND SLOPE AND SIT 25-50 MM
GUIDE FOR FLEXIBLE RESIDENTIAL STREET PAVEMENTS.
PAVEMENT MARKINGS 5. ALL KERBING SHALL CONFORM TO SUNSHINE COAST REGIONAL COUNCIL'S
PROUD, AND ARE MARKED "STORMWATER" IMPRESSED INTO THE
CONCRETE INFILL.
RELEVANT STANDARD DRAWINGS.
9. INFILL CONCRETE IS CLASS N25.
100mm
PARKING BAY LINES 6. PAVEMENT MARKINGS AND SIGNS PROVIDED IN ACCORDANCE WITH
10. UPVC PIPE AND KERB ADAPTORS ARE USED WHERE DISCHARGE IS
CAUTION - THE QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
INTO THE KERB AND CHANNEL.
EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE 7. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-
11. INTER-ALLOTMENT DRAINAGE LINES ARE LOCATED 0.5 METRES FROM
WAYS, WHERE DIRECTED.
EXACT LOCATION OF ALL EXISTING SERVICES IN THE VICINITY SINGLE WHITE LINE REAR OR SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
OF THE PROPOSED WORKS PRIOR TO THE START OF ANY 8. THE CONTRACTOR IS TO INSTALL PERMANENT REFLECTIVE NUMBERING TO
(REFER TO ARCHITECTURAL DWG'S FOR FINAL BUILDING AND COURTYARD
THE KERB FACE AS REQUIRED BY SUNSHINE COAST REGIONAL COUNCIL.
CONSTRUCTION. THE COST OF ANY RECTIFICATION WORKS SETOUT)
DUE TO DAMAGE TO EXISTING SERVICES SHALL BE BORNE BY 12. MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH COUNCIL'S
THE CONTRACTOR. STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
CLIENT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1014
PROJECT:
DATUM AHD 0 7.5 15 22.5 30 37.5m
DESIGN LN
................. SHEET: 6 OF 9
DRAWING NUMBER REV
Director: TONY SHELLEY DRAWING TITLE:
DRAWN LN SCALE 1:750 A3 (RPEQ 7736)
DESIGN CHECK TS 07 54534494 R06
DRAWING STATUS www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from [email protected]
DATE 13-11-13 Barlow Shelley Consulting Engineers FOR APPROVAL PO Box 432 Buderim 4556 ABN 42 135 788 813
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