Council archive · source document
Response to Information Request · OPW11/0196
GENERAL NOTES:
1 NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
a n `aa a nn
^ a^ n - FOX ENVIRO BPT600 SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE TO
LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
ROPERT)I COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
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a n i DWG D02 FOR
OR DETAILS. co AND LEVEL OF ALL EXISTING SERVICE UTILITIES THE CONTRACTOR
RETAINING WALL TO n ®a#^^
STRUCTURAL ENG. DETAILS. SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES
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0 2 THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
ROADWORKS DRAINAGE WORKS SERVICE CONDUITS ETC PRIOR TO
X
w n BACKFILLING ALL SURVEY TO BE CARRIED OUT BY A LICENCED
r SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER
0
r m 3 SURFACE LEVELS SHOWN AREINTLRPOLATEDFROM ASPOT LEVEL
SURVEY THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
MAY BE VARIED BY THE SUPERINTENDENT ON SITE
INDICATES LINE OF
LAa 350 NEW 6.Om WIDE CONC. DRIVEWAY
BUILDING BASEMENT CROSSOVER INACCORDANCE WITH
WALLS . NSC STD DWG No, 9002- R02 FOR
DETAILS. ROADWORKS NOTES:
1 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ,
300wGRATED DRAIN DRAIN TO NOOSA SHIRE COUNCIL & MAIN ROADS STANDARD DRAWINGS
BASEMENT GPTiOIL ARRESTOR &
INDICATES LINE OF'
DISCHARGE TO SWALE 2 TO 2 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
BUILDING OVER.
HYDRAULIC CONSULTANTS DETAILS. LANDSCAPE ARCHITECTS DESIGN DRAWINGS
3 SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN
I ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT PLAN, AS
I SPECIFIED IN DWGS ES01- ESO4 & AS DIRECTED ON SITE BY
n SUPERINTENDENT
I n
4m 4 ROAD PAVEMENTS TO BE COMPACTED TOACHIEVE A MINIMUM DRY
32m 2.6m'
DENSITY RATIO (M 0 D R) OF 100%STD
0
EXISTING SEWER
n MANHOLE 5 ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND
CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U N 0
♦
♦ I
PROPERTY BOUNDARY 6 WHERE CONUHI: IL CR1 yE WAYS ABUT KERLI B CHANNEL, THE
CONTRACTOR S 10 CONSTRUCT A CROSS OVER IN ACCORDANCE
WITH NOOSA SI IIRL COUNCIL STANDARi) ORAWN('S
♦♦
---5 ---- - -
7 PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
FOOTPATHS (IF REQUIRED)
8 ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE
DRIVEWAY LAYOUT PLAN ALL WORKS TO BE CARRIED OUT IN STRICT
SCALE 1 100 Al.1200A3
ACCORDANCE WITH APPROVED SETTLERS
SERVICE 2P SIGNAGE NOTES:
PROFESSIONAL ENGINEERS STANDARD SPECIFICATION
COVE NOOSA RESIDENTIAL HIGH DENSITY VEHICLES
• PROVIDE CLEARLY VISABLE SIGNAGE TO ADVISE VISITORS 9 ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE
ENVIRONMENTAL MANAGEMENT PLAN (EMPl) FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY TATE
THAT VISITOR CAR PARKING SPACES ARE PROVIDED WITHIN
DATED 21 JULY 2005 BY WBM OCEANICS. VISITORS PROFESSIONAL ENGINEERS HOWEVER TATE PROFESSIONAL
Gam - 6pm BASEMENT CARPARK AND TO CONTACT THE MANAGER OR
ENGINEERS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT
ONLY UNIT THAT THEY ARE VISTIING VIA THE INTERCOM TO GAIN
FROM THE DATA PROVIDED CONTRACTOR SHOULD CONFIRM THE
ACCESS TO USE THE PROVIDED SPACES
CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA
• ALL LINEMARKING IN ACCORDANCE WITH M U.T.C.D.
PROVIDED ON THESE DRAWINGS
LEGEND
SERENITY
INDICATES EXISTING STORMWATER
CLOSEZe
46m 16.3m 2.3m 4.1m 3.7m 37m 43m -T INDICATES EXISTING TELSTRA RETICULATION
8% 158% 8% 1 20% 2.0% E/0H - - INDICATES EXISTING OVERHEAD POWER
LEVEL IRL1400 1 INDICATES EXISTING SEWER RETICULATION
INDICATES EXISTING KERB & CHANNEL
INDICATES SITE BOUNDARY
INDICATES STORMWATER DRAINAGE
• 33.70 INDICATES FINISHED PAVEMENT LEVEL
BASEMENT RL 1050 • 33.70 INDICATES EXISTING LEVEL
BJ INDICATES BOLSTER JOINT - REFER DETAIL
GRATED DRAIN TO HYDRAULIC DJ INDICATES DOWELLED CONSTRUCTION JOINT - REFER DETAI
CONSULTANTS DETAILS
INDICATES PROPOSED CONCRETE DRIVEWAY AREA
DRIVEWAY PROFILE L (REFER LANSCAPE ARCHITECT FOR COLOUR t FWSNI
SCALE 1 100 A 1 1 200 A3 INDICATES PROPOSED PAVEMENT AREAS
21 40 60 40 loom
I
SCALE 1100 A1.1200 A3
NOIE:ONYORAYAIGSMRKEDTORCONSIRUCTIOWAM9EAPriGANOPoC#NLSIGMTLRESHALBEISEDFORCONS1PoJC1)ONRNO S Des : S. PROJECT DRAWING TITLE
TATS PROFESSIONAL ENGINEERS PTY LTD
.R DRIVEWAY LAYOUT PLAN & NOTES
FOR APPROVAL o.m A^R_r^• AB.N.2SOB6 262 035
PROPOSED UNIT DEVELOPMENT
NOT POR CONSTRUCnGN
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TAITE
PROFESSIONAL ENGINEERS W eb: 14tp Jtwww.tate.netau
3945 Fret Avenue. MooloWbe
PO Box I M, Moolcoiaba. OLD . 455
( 07) 5457 53M Fax ( 0 7 ) 54 7 7 100 at
ETren: erqsn [email protected] S7
O T 9 SERENITY CLOSE, S ETTLERS COVE WNGNO s3ooo/o^LS,RO• R
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,. ..: .. neFLTUR Datum for BOU VAR D PTY L TD
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