Council archive · source document
Development Application - Part 2 of 2 - Plans · OPW12/0081
Plans and drawings: the text below has words only, no drawings.
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THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
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Page 2
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GENERAL NOTES:
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1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
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SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO
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-------.!.!;=~ _--
-~--- LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCA1’l,ON
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LOT 2
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, "" AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
-------------------, SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.
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I 2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY
LOT 3 .
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3M FOR ROADWORKS,DRAINAGE WORKS, SERVICE COODUITS ETG.
PRIOR TO BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A
5.5m I .
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LICENCED SURVEYOR TO THE REQUIREMENTS OF THE SHIRE
ENGINEER
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3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL
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\ \.C><J C><J SURVEY.THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
\ MAY BE VARIED BY THE SUPERINTENDENT ON SITE.
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ROADWORKS NOTES:
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EXlSt[NG KERB & PROPOSED COMMERCIAL /1) EXISTING KERB &
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAo.
CHANNEL TO REMAIN
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EXISTING MEDIAN TO REMAIN
CROSSOVER ’A’. REFER DETAIL
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14.0m
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III
TAKE UP EXISTING MEDIAN
CHANNEL TO REMAIN
SAWCUT EXISTING PAVEMENT
EXISTING MEDIAN TO REMAIN
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SUNSHINE COAST REGIONAL COUNCI.L & MAIN ROADS STANDARD
DRAWINGS.
2. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND
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CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.
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SAWCUT EXISTING KERB
SA’N UT EXISTING KERB 10.0m
3. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
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FOOTPATHS (IF REQUIRED).
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4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TAnE
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PROFESSIONAL ENGINEERS STANDARD SPECIRCATlON.
CARPARK DESIGN BY OTHERS. REFER ARCHITECTURAL DRAWINGS
FOR DESIGN & VEHICLE MOVEMENTS ETC.
/ 6. TATE PROFESSIONAL ENGINEERS HAVE NOT UNDERTAKEN A RISK
/ SAWCUT EXISTING KERB
ASSESSMENT OF THE PROPOSED CARPARK DESIGN & LAYOUT WITH
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/ SAWCUT
EXISTljli KERB
SAWCUT EXISTING PAVEMENT
RESPECT TO VEHICLE OR PEDESTRIAN MOVEMENTS. CONSULT
~ ARCHITECT OR TRAFFIC ENGINEER FOR FURTHER INFORMATION.
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SERENITY CLOSE
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LEGEND
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c=J PROPOSED ASPHALTIC PAVEMENT AREAS
PROPOSED CONCRETE PAVEMENT AREA
SM3
PROPOSED SEMI MOUNTABLE KERB
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EXISTING SURFACE CONTOURS
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-0- --
EXISTINGSTORMWATERDRAINAGE
2.0 4.0 ao 8.0 10.Om
SCAlE 1:100 AI, 1:200 113
PROJECT: DRAWING TITLE:
TATE PROFESSIONAL ENGINEERS PTY LTO
EXTERNAL ROADWORKS LAYOUT PLAN
AB.N. 28086262 035
39-45 First Avenue, MooIoolaba
PROPOSED RESORT
PO Box 1092, Mooloolaba, OLD,4557
Tel (07)5457 5300 Fax (07)5477 at lOTS 10 & 11 SEREN ITY Cl, NOOSA HEADS
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Emall: [email protected]
Web: http://www.tate.net.au for CAPE BOUVARD Pty Ltd
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Page 3
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1500
’T’
5500 1 ’TE
1500
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Property Alignment
COMMERCIAL CROSSOVER NOTES:-
,. Concrete N32 in accordance willi AS 1379 and AS 3&Xl.
2. Reinforcing fabric to AS 1304. Lap fabric 25Omm.
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3. Deptlls of concrete and reinfOlCing steel shown are tile
FOOTPATH VARIES
minimum requirements for good foundation conditiOns, a1d ~ 1000
1200 MIN.
average traffic loading. Where llIis does nol apply,deptl1s cI
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KERB & CHANNEL OR z
concrete and reinforcing shall be increased to suispecific INVERT CROSSING ~I
conditions. TO 8E REINFORCED.
Construction Joint
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4. Reprofile adjacent foctpalh to match driveway. Footpath
earthworks adjoining concrete must be well canpacfEd.
%1 2.5% MAX
if ordered
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~ 5. Compaction for sUbgrade 95% Siandard to AS 1289.5.1.1.
6. Where subgrade Is less Ihan CBR 5excavate a1d proYide CONbRUCTlON JOINT
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imported matertallo satisfaction of llIe Superinlendenl SL72 MlN REINFORCING
~ 7. Concrete driveway unless olllerwise approved
8. Paver and/or proprietary concrete surface finishes to driveway
FABRIC SOMM TOP AND
EDGE COVER.
shall only be used when approved by Local Au1hority.
~ertbtaper 9. Refer project drawings or Local Authority Standard Drawings
I.. 1300
..I.. 8500
Barrier kertb and channel
for Verge Type Cross Sections.
10. All dimensions in millimetJes. SECTIONG
~ REFER IPWEAQ R..()()51 FORAOOTIONAL
DETAILS
COMMERCIAL CROSSOVER "A"
SETOUT DETAILS
SCALE 1:50
8
REFER IPWEAQ R-0051 FOR ADDTIONAL DETAILS
REMOVE EXISTING SECTION
.~60
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OF KERB TO ALLOW FOR SM3 SEMI-MOUNTABLE KERB
PROPOSED ASHALTlC SCALE 1:20
PAVEMENT
PROPOSED TYPE ’SM3’SEMI PROPOSED TYPE ’SM3’SEMI
MOUNTABLE KERB MOUNTABLE KERB
PROPOSED ASPHALTIC PAVEMENT
30mmNC
EXISTING KERB EXISTING KERB l50rrvn TYPE 2.1
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"Y’;, ’,",r/~...’" ..Y, l50mm TYPE 2.3
STANDARD SUBSOIL DRAIN STANDARD SUBSOIL DRAIN
TO DISCHARGE TO EXISTING TO DISCHARGE TO EXISTING
SUBSOIL DRAINAGE NETWORK. SUBSOIL DRAINAGE NETWORK.
PAVEMENT DETAIL
SECTION SCALE 1:100
SCALE 1:50 ALL PAVEMENT TO BE COMPACTED TO
100% MOO (AS1289 E1.1)
FINAL PAVEMENT DEPTH TO BE
DETERMINED UPON RECEIPT OF
REMOVE EXISTING SECTION REMOVE EXISTING SECTION GEOTECHNICAL TEST RESULTS.
OF KERB TO ALLOW FOR
OF KERB TO ALLOW FOR
PROPOSED ASHALTlC
PROPOSED ASHAlTIC
PAVEMENT
PAVEMENT
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SAWCUT EXISTING .’;’
SAWCUT EXISTING
PROPOSED ASPHALTIC PAVEMENT
PAVEMENT PAVEMENT SURfACING
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PROPOSEO PAIIIEHT "’l;’.-
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EXISTING ROADWAY EXISTING ROADWAY
I EXlSnNG PA\9ENT
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OVERLAP DETAIL
SECTION SCALE 1:20
SCALE 1:50
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PROJECT: DRAWING TITlE:
T^TE PROFESSIONAL ENGINEERS PlY L
EXTERNAL ROADWORKS SECTIONS & DETAILS PLAN
A.B.N. 28086 262 035
39-45 Flrllt Avenue, Mooloolaba
PROPOSED RESORT
PO Box 1092, MooIooIaba, OLD,4557
Tel (07)5457 5300 Fax (07)5477 at lOTS 10 & 11 I SEREN ITY Cl, NOOSA HEADS
Email: [email protected]
Web: ht1p://www.tate.net.au for CAPE BOUVARD Pty Ltd
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Development Application - Part 2 of 2 - PlansRelated documentApplication case desk ↗
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