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MCU10/2065 Response to information request
SCRCC
B0346327
11
24 March 2011
Our Ref: 100833 / Office: Sunshine Coast
khcJ
DEVELOPMENT
M A N A G E R S
Council Ref: MCU10/2065
SUNSHINE COAST REGIONAL COUNCIL
LOCKED BAG 72
SUNSHINE COAST MAIL CENTRE QLD 4560
ATTENTION: Mr Marcus Brennan
Dear Marcus
INFORMATION RESPONSE
MATERIAL CHANGE OF USE - MULTIPLE HOUSING TYPE 2 DUPLEX
17 GRANT STREET, NOOSA HEADS
LOT 11 SP179879
Further to Council's Information Request for the abovementioned proposal we now respond in full to
each of the items raised.
1. Submit an amended plan that demonstrates either:-
(a) The garage has a height not more than 4.5 metres and a mean height of not more than 3.5m
where located within the boundary setback; or
(b) A 1.5m building setback is provided to the southeast boundary.
Response:
The criteria suggested in part (a) of this information request item are not identified in any part of the
applicable assessment codes of The Noosa Plan. It is understood this criteria is an acceptable solution
for Duplex housing under MP1.3 of the Queensland Development Code. In this regard it should be
acknowledged these criteria can only be considered as a guide with the application assessment.
Notwithstanding, these provisions have been reviewed and design amendments made to the built to
boundary garage wall in an effort to achieve a maximum height of 4.5m and mean height of 3.5m -
refer amended southeast & northeast elevation plan A-05 C included in Attachment 1. This plan
shows a dashed line representing a height of 4.5m and 3.5m above ground level and demonstrates
that the proposed built to boundary garage wall will have a maximum height at the rear corner of
4.33m and a mean height of 4.07m. While not fully achieving the suggested criteria, the amendment
is an improvement to the original proposal and will achieve the corresponding performance criteria
under the QDC, as follows:
Performance Criteria Compliance
P2 Building and structures -
(a) Provide adequate daylight and ventilation Not applicable - the garage is not a habitable
to habitable rooms; and room
(b) Allow adequate light and ventilation to The adjoining building is setback at least 2m from
habitable rooms of buildings on adjoining the common boundary. The position of the built
lots. to boundary wall is a western boundary to the
PLANNING I SURVEYING I PROJECT MANAGEMENT I COURT APPEALS
Moreton Bad Sunshine Coast North QucmensIand
18/42 King Street, Caboolture Old 4510 Suite 1, Comer Surf Road & Gardak Street 1C/41 Stunt Street, Townsville Old 4810
PO Box 1712, Caboolture Old 4510 Alexandra Headland Old 4572 PO Box 5027, Townsville Old 4810
p 07 5495 5318 f i 07 5495 5317 PC B(-,x 6380, Maroochydore B:C Old 4558 p1 4 721 3066 r 07 4721 3088
p 07,5443 2844 f 07 5443 /146
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Page 2
adjoining lot. This western orientation is not an
optimum design orientation for daylight or
prevailing breezes, which is evident in the design
of the adjoining building having no window
openings facing the boundary. In any event the
garage wall is lower than the desired maximum
height and only 0.5m higher than the desired
mean height. This minor mean height
exceedance will not unduly restrict light or
ventilation to adjoining habitable rooms which
have no window openings facing this boundary.
(c) Do not adversely impact on the amenity As indicated above, the adjoining building has no
and privacy of residents on adjoining lots. window openings facing the common boundary
and proposed built to boundary wall. A ground
level outdoor deck area exits, which is heavily
screened by timber battens from this boundary.
Established screening landscaping also exists
between the adjoining building and the common
boundary. As such no adverse amenity impacts
will result. Further, as the proposed garage wall
has no openings, no privacy impacts will result. _
2. Submit an amended plan that demonstrates: -
(a) A 2 metre minimum width of soft landscaping can be provided along the site's frontage; and
(b) 0.5m minimum width of soft landscaping can be provided the entire length of the southeast
boundary.
Response:
A 2m minimum width of soft landscaping along the sites frontage is not required by the applicable
codes. The proposed soft landscape frontage outcome is an appropriate design outcome consistent
with the existing adjoining developments and many other approvals granted by Council for duplexes
under The Noosa Plan. The front fence is articulated and setback 1 - 2m from the frontage with
soft landscaping between the fence and frontage in accordance with probable solutions S38.1 and
S38.2 of the specific outcomes and probable solutions for the Semi-attached Housing Zone. All
sections of the frontage comprise soft landscape with the exception of areas required for pedestrian
or vehicular access.
A 0.5m minimum width of soft landscaping along side boundaries is not required by the applicable
codes. Nonetheless a minimum 0.5m of soft landscaping is provided for the majority of the
boundary with the exception of 7.62m of driveway required for vehicle manoeuvring purposes. The
driveway will be screened from the adjoining lot by fencing. Further, there are no window openings
of the adjoining building that face this common boundary.
The proposal compiles with the applicable assessment codes without the amendments suggested by
item 2. Amendments suggested by item 2 would result in substantial and unnecessary design
impact to the proposal.
3. Submit to Council a preliminary Stormwater disposal design for the, proposed
development. The design must be prepared by an RPEQ and must address:
(a) Runoff from the buildings, driveway and manoeuvring areas;
(b) Include any rainwater harvesting system; and
(c) The proposed connection to Council's drainage system.
Page 3
Response:
Included in Attachment 2 is a preliminary stormwater disposal design prepared by Empire Engineering
addressing runoff from the buildings, driveway and manoeuvring areas; rainwater harvesting system;
and connection to Council's drainage system.
4. Submit to Council a preliminary design of the access driveway for the proposed development. The
design must be prepared by an RPEQ and must address and include:
(a) A longitudinal section extending from the road formation to the proposed garaging. The
design must be in accordance with Council's Driveways and Carparking Code and standard
drawing SEQ R-050;
(b) Demonstrate that vehicles can access the various carspaces in a forward gear, manoeuvre
on site and exit the site in a forward gear in a total of 3 movements. It must be assumed
that the adjoining space in the garage is occupied when demonstrating the manoeuvring
path;
(c) Ensure that the required vehicle paths do not encroach into any proposed landscaped areas;
(d) Provide detail on any required retaining structures, especially in those areas where the
driveway is located in close proximity to the property boundary; and
(e) The need for fencing or barriers on or adjacent to the retaining structures and driveway
Response:
Included in Attachment 2 are preliminary engineering design plans for the driveway prepared by
Empire Engineering. These plans provide a longitudinal section extending from the road formation to
the proposed garaging; demonstrate that vehicles can access the various carspaces in a forward gear,
manoeuvre on site and exit the site in a forward gear in a total of 3 movements; ensure that the
required vehicle paths do not encroach into any proposed landscaped areas; and provide detail on
required retaining structures, especially in those areas where the driveway is located in close
proximity to the property boundary. While this plan does address the need for fencing or barriers on
or adjacent to the retaining structures and driveway, a screen fence is proposed as detailed on the
proposal plans.
The Information and Referral Stage of IDAS has now concluded and the application is now in the
Decision Stage.
Should you have any questions with respect to the above, please do not hesitate to contact me direct.
Yours faithfully
KHA DEVELOPMENT MANAGERS
A
Scott Sobey
DIRECTOR
Page 4
ATTACHMENT 1 Amended elevation plan prepared by EPS Design [OCR of page images] ATTACHMENT 1 Amended elevation plan prepared by EPS Design
Page 5
James Hardie Scyon Matrix
cladding system w/ pointed Bons height resiriction line
finish.
Ig
Anodise aluminium
locking gates to bin
enclosure.
Anodise aymintum framed Natural stone finish to
windows + doors. wok + piers as shown.
Colorbond panel lift doors
to garage w/ remotes.
L Masonry wall to boundary
w/ render + painted finish.
Open tread stairs w/ centre
stringer and s/steel cable
southeast elevation balustrade.
scale 1:100
Colorbond custom-orb roof
sheeting ;y 5e pitch.
Colorbond smoothfne gutter
w/ metal fascia + raking eaves.
8
Front entry door to be aluminium
framed w/ white translucent glass
C A3
Score
1:100
drowig status
C...132011
drawn br
EPS
rerngn by
+ full glass side and high light. DA EPS
(C) COPYWrdR 2010
8 Shaded area denotes the height
of front fencing screening.
Residential Development
17 Grant Street NOOSA HEADS Q
LlI I SP179879
Anthony Corkill
northeast elevation
SC:Olr3 1j00
C65 aEbpan
PO Box 73601oowoomba
South Q 4350
p:: 0409 870 422
e:: [email protected]
Page 6
ATTACHMENT 2
Preliminary stormwater and driveway design
plans prepared by Empire Engineering
Page 7
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET, NOOSA HEADS
for ANTHONY CORKILL
GGYR L (ARTS COMIl fOOTIK / fOLWDA IA7N PREPARATpV ClIERf(f BLIXK MAS(WP(
READ THESE DRAWINGS IN CONJUNCTION WITH EL 'RIOa ICI ,,MMEN[EMENT OF ANY CUTTING OR FILLING. X[1 JN;RE'L WORK AND REINFORCEMENT TO BE EXECUTED II 115 F'AR.I `A' II`I ILO WIIA' 115 I II'W TIC BUILDING BY HI. AI'. nl - 1 I I I ' l l ' . ^V: ' v, 10 BE EXECUTED
ARUM IEL7 URAL AND OTHER ENGINEERING DRAWINGS AND s7R ' VIII A':ON AND TOPSOIL FROM AREAS TO BE CUT III A LJL:ANII W17E TIE RELEVANT S.A.A (ODES AND VIMOVAI I . A'Ir CI'.III I It.I AINRI'.I ILRGANI( AND/OR I I I A I j, AN ,III If I 1,INI -:'TEETHl DI
rI II II AIIOHS AND WITH SUCH OTHER WRITTEN +" ltD I A MINIMUM DEPTH OF "MM vJPIFAT -NS ', -'ARTICULAR THE CURRENT EDITION Of IIJOHIIA',II "AI '-R 0.11, MAT NIIIHI1 LOMPAI TION
15.1 UL LIONS AS MAY BE ISSUED AS 1608 AS 3700 . S.A.A MASONRY CODE
E2. REFER TO THE GEOTECHNICAL REPORT REGARDING REMOVAL F7. DI119N ;II '.1 ANTI Al STIFFENING BEAMS TO BEAR A5^4455 . LON(RI. TI MASONRY UNITS
G2. VERIFY SET OUT DIMENSIONS SHOWN ON THE DRAWINGS AND REPLACEMENT OF EXISTING FILLING MATERIAL. THIS ON I I NIIn IIIIA MI
A'I:IAI WITH MINIMUM SAFE BEARING AS 36'0 - SAA IONEVEII STRUCTURES CODE
BEFORE SITE WORKS CONSTRUCTION AND FABRICATION NOTE SHALE APPLY TO THE SUBGRADE UNDER ALL PRI 'I91 A Nn n I w 151 TABIZ BI10W OS )699 MA50NNY WAIL TIES
COMMENCES. REFER ANY DISCREPANCY TO THE ENGINEER DRIVEWAYS INCLUDING UNDER FILL BATTERS. FOLLOWING THE C3. COHERE If IESIING 10 CONFORM WITH THE ACCEPTABILITY AS2699.2- MASONRY CONSTRUCTION,
BEFORI PROCEEDING WITH THE WORK SITE STRIP AND DRIVEWAY SET OUT YVE ENGINEER SHALL REOUIRIMINTS OF THE CURRENT EDITION OF AS-3600 F3. COMPACT FOUNOANON OILOW IN IIIAI.11 II I Ad. 10 THE ACCESSORIES
Of CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY STANDARD 01 COMPACTION FOR fill II,1DII ". AT. Gk
53. DO NOT OBTAIN DIMENSIONS BY SCALING FROM THE EXISTING FILL UNDER DRIVEWAYS AND ASSOCIATED CA. THE CONCRETE SLUMP SHALL NOT BE LESS THAN 75-m AND FOOTINGS HEREUNDER UNLESS NOIl1 III.' RW tl M2. 'CLEAN OUT 111110''. IJ BI II',lu AI IIA'J 111114 JOUST
DRAWINGS BATTERS. PROVIDE A BACKHGE FOR THE TEST PIT NOT MORE THAN IOU.. EACII ELOOR AND All MARIAN ID BL IIIHGVCp 1717M lOa:S
EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE EN. SAND FITTING UNDER SI ABS ON FOOTINGS SHALL BE PLACED PRIOR TO CONCRE IE R.1N4
G4. ALL WORKMANSHIP AND MATERIALS SHALT BE IN FILL TO BE REMOVED AND RECOMPACTFO C5. ALL CONCRETE 15 TO BE VIBRATED IN A TRADESMAN LIKE N MAX. 200mm LAYERS IUN(OMPA( I ED DEPT FIT COMPACTED
ACCORDANCE WITH THE CURRENT S.A.A CODES AND IHE MANNER. NO WATER BE ADDED ON SITE N ACCORDA(NCE WITH AS 1219 (DENSITY INDEX TO BE MI. CONCAEIE MIX USED 10 FILL CAVITY TO HAVE
BY-LAWS AND ORDINANCES Of 1H[ RELEVANT BUILDING E3. COMPACT AND PROOF ROLE ALL PREPARED SUBGRADE GREATER THAN 70% N ACCORDANCE WITH AS-1289 (HARA( TLRISTIC COMPRESSIVE STRENGTH OF 20MPa IF 0.
AUTHORITY AREAS PRIOR TO PLACING ANY FILLING. COMPACTION SHALL C6. MIN. (LEAR COVER TO ALL REINIORCCMENT IUNLESS SHOWN MAXIMUM SLUMP 210mm, MAXIMUM AGGREGATE SIZE 6mm
BE 95% RELATIVE COMPACTION AS MEASURED BY THE OTHERWISEI TO BE IN ACCORDANCE WITH REOUREMENTS OF F5. FILL MATERIAL OTHER THAN SAND la. GRAVEL. DECOMPOSED MAXIMUM 6 COURSE HEIGHT PLACED AT ONE IIMEI
G5, IHI `%I1LiII RAI W'IiUY ',IIOWN ON THE DRAWINGS HAS STANDARD METHOD DESCRIBED IN AS-1289 AS 3600 AS NOTED IN THE GWGS ROCK OR BROKEN ROCK FREE FROM ORGANIC MATERIAL AND
BEEN L'I LNII': I'Li III' IlIAOS SET OUT IN THE TABLE LUMPS OF CLAY) UNDER SLABS OR FOOTINGS TO BE M4. BLO(KWORX MUST NOT BE BUI I ON CONCRETE SLABS UNTIL
BELOW o, a uFUr.NI will AS 1170 PARIS B 2 E6. ALL hi LING SHALL BE CLEAN EXCAVATED MATERIAL FREE C7. CONSTRUCTION 10INTS, WHERE NOT SHOWN SHALL BE COMPACTED 10 ACHIEVE A DENSITY RATIO (CALCULATED BY FORMWORK SUPPORTING SAME HAS BEEN REMOVED
FROM TOPSOIL AND VEGETATION. THE EXISTING SITE WON LOCATED 10 THE APPROVAL OF THE ENGINEER AS.1289I OF NOT LESS IHAN 98% AT MAXIMUM DRY
G6. FORTY EIGHT 1481 HOURS NOTICE MUST BE GIVEN TO THE MATERIALS MAY CONTAIN ROCKS AND COBBLES AND THESE DENSITY AS 0111IMN)U BY AS 1289 HIS. MORTAR TO BE MIXED IN PROPORTION OF 1.01.06.0
ENGINEER PRIOR TO ANY CONCRETE POURS OR OTHER SHALL BE EXCLUDED OVER 100- NOMINAL SIZE IN ANY (B. ALL 1DNCSETE SHALL BE AOF:;L A- _I` VURAilD INTO CEMENT HYDRATED LIME SAND TOR EQUIVALENT CEMENT
5MILADA CRUCIAL PHASES OF CONSTRUIIION EXISTING MATERIAL USED AS FILLING PLACE AND :CRED CONTINUCI,',LY -DR 101 S THAN F6. PROOF ROLL THE FOUNDATION A', Ia9 AND SAND MORTAR WITH PLASTICISER) AND MORTAR
SEVEN III DAYS IN AN APPRULF I YANVIN RECONSTRUCT AREAS THAT 111 Ar 1 11 ild EVIDENCE COMPRESSIVE STRFNGT,I AT 20 DAYS TO BE 2OMPA MINIMUM
G7. PROVIDE SUBSOIL DRAINS AS SHOWN ON T-PICA- ES. ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP OF MOVEMENT UNDER III[ 15011 III,.
SLIT. I,OCAI'ION PLAN SE C [IONS MAYBE OMMITTED WHERE STURPWA Tf Il PIPES SHORTFALLS IN QUANTITIES SHALL BE CLEAN SOIL MATERIAL C9. SYMBGtS ON DRAWINGS FOR GRADE & TYPE OF M6 CHARA( TERISIIC COMPRESSIVE STRENGTH OF BLOCK Iut
ARE SHOWER ON HYORAUI'1C CONSIUI IAN'S ITVAWINGS FREE FROM TOPSOIL, VEGETABLE MATTER AND OTHER REINFORCEMENT ARE AS FOLLOWS - FT. CONSTRUCT FOOTINGS UNDER ALL LOAD BEARING WALLS 15 MP9 V NO.
SITE ADDRESS 17 GRANT STREET. NOOSA HEADS, OLD, 4561
DELETERIOUS MATERIAL. THE FILLING SHALL BE FREE FROM FTYRI(ALI
NITS
G. NOTIFY All RELEVANT AUTHORITIES PRIOR TO COBBLES OR ROCKS IN EXCESS OF TOOmm NOMINAL SIZE. THE R DENOTES STRUCTURAL GRADE 230 PLAIN M1. COVER TO REINFORCEMENT 201 MN. FROM INSIDE FACE OF
COMMENCEMENT OF WORK WITHIN EXISTING ROAD MATERIAL SHALL HAVE A MINIMUM SOAKED (OR OF AT ROUND BAR TO AS-4671 F. LAP AND CORNER BARS EOUIVALENT 10 THE REINFORCEMENT BLOCK U.N.O.
REST ICVES LEAST K N DENOTES HOT ROLLED GRADE 500 IN THE FOOTING TO BE PROVIDED At CHANGES IN DIRECTION
DEFORMED BAR TO AS-4671 AND TUN ZION OF FOOINGS MIN PROVIDE STARTER BARS TO MATCH VERTICAL
fig. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL E6. ALL FILLING SHALL BE PLACED N MAXIMUM 2OOmm LOOSE SL DENOTES HARD DRAWN WIRE REINFORCEMENT 1600 r 410 LEG)
EXISTING SERVICES WITHIN THE SITE PRIOR TO LATER THICKNESS WITH EACH LAYER COMPACTED TO AT REINFORCEING FABRIC TO AS-1104
COMMENCING WORK. THE CONTRACTOR SHALL BE LEAST 98 % RELATIVE COMPACTING AS MEASURED BY THE M9, PROVIDE fit BARS TO MATCH VERTICAL REINFORCEMENT 1600
CIVIL DRAWING INDEX RESPONSIBLE FOR ANY DAMAGE TO EXISTING SERVICES STANDARD METHOD DESCRIBED IN AS-1289 600 LEST
WHETHER SHOWN ON THE DRAWINGS OR NOT CLEARIAO OF VEGETATpN
DRAWING NO. DRAWING DESCRIPTION E7. Al
.IRK, - 1:r 111. '151. 111
A.L BE CARRIED OUT IN ACCORDANCE DOWEL BARS SHALL BE GROUND IF NECESSARY TO REMOVE ARMED OUT BEYOND THE EXTENT M10. PROVIDE VERTICAL CONSTRUCTION JOINTS AT 6m MAX. (IRS.
COT DRAWING IFOEX AND STANDARD NOTES GTO. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL WIT- A I:Y'. U-r _EVEL I GEOTECHNICAL SUPERVISION ANY PROJECTIONS. BURRS. ETC. ' I A-,., i1.. nR -FIE NECESSARY FOR SERVICES TO IN APPROVAL OF THE ENGINEER UNLESS OIMERWISE
AUTHORITY'S SPECIFT(A TIONS AND REQUIREMENTS ANC.-c: N ', iI,5 W 'IOTA 'HC WRITTEN APPROVAL OF THE DETAILED, NOTED OR SPECIFIED
CO11 CONCEPT INTEGRATED WATER MANAGEMENT PLAN
(12. MINIMUM LAP CF REINFORCEMENT TO BE AS SHOWN ON S,1'IR N'V,;ENI
0111 PAVEMENT PLAN ES. EARTHWORKS TESTING SHALL BE CARRIED OUT BY THE ORAWINCS MIT. PRC, 1 Ni , . ... , 'IATEO ON PLAN
(115 SECTIONS AND DETAILS SHEET I CONTRACTOR IN ACCORDANCE WITH AS 3798 PO', - .%- I N', r E BLOCK CAVITY UNLESS
C13. BAR CHAIRS, DISTRIBUTION REINFORCEMENT [I(, TO BE QT,. U'»I'; A I' ',P[(NRD
CII6 SECTIONS AND DETAILS SHEET 2 E9. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM AN PROVIDED TO THE SATISFACTION OF THE ENGINEER
Co" DRIVEWAY TURING PATHS BEET I RPEO QUALETD ENGINEER THAT THE WHOLE OF THE
S1 11' IM: SCRIP I ION EARTHWORKS AND 6FOTEC HNCAL SUPERVISION COMPLIES CIA.. ALL CONCRETE FALLS ARE TO BE CONFIRMED WITH
(091 DRIVEWAY TURNNK PATHS $EET 2 WITH AS-3798 FOR LEVEL I SUPERVISION HYDRAULIC CONSULTANT & ARCHITECTS DRAWINGS
LOT 11
NOTIFICATION AND INSI'I:('IION PRO IO('OIS
SP 179179
C6. NO PENETRATIONS ARE ALLOWED GREATER THAN 1510, OR EMPIRE ENGIEENNG IS RESPONSIBLE FOR LIASNG WITH THE (0(MCIL DELEGATE AT TIE KEY 30NT 16P((TINS AND THE CONTRACTOR
SITE AREA 026129,' CONDUITS CAST INTO SLABS GREATER THAN 500 WITHOUT SMALL GIVE SUFFICIENT NOTICE. AS FOLLOWS
PERMiss OON FROM I"( ENGINEER 1. PRE-START MEETING, IMAIBATORYI - MN. S WORKING DAYS
2. KEY CONSTRUCTION ACTIVITY INSPECTIONS (REFER BELOW) - MINA 46 HOURS
3. ON MAINTENANCE INSPECTION (WHERE SPEC'D BY COUNCIL AT THE PRE-START FECTIG) - MIL S WORKING DAYS
4. OFF MANTENAN(E INSPECTION )WHERE SPECIE BY COUNCIL AT THE PRE-START MEETING) - MINA 5 WORKING DAYS
S. EMPIRE ENGIEERIG IS LIKELY TO CONDUCT RANDOM SITE VISITS AT THEM DISCRETION AS NECESSARY - NO NOTICE
NOTE REFER TO ARCHITECTURAL SPECIFICATION
FOR ALL SET OUT DIMENSIONS. FRANKS. KEY CONSI R1 V1 ION ACTIVITY INSI'ECI'IONS
FLASFIKS. WATERPROOFNGS, EEC.
KEY CONSTRUCTION ACTIVITIES 10 BE NSPE(I(0 INCLUDE NUT NOT LIMITED 101 THE FOLLOWING
• BULK EARTHWORKS INSPECTION STRIPPED TOPSOIL VISUAL AND PROOFROLL. SEDIMENT AND EROSION CONTROL MEASURES ARE
USED AND MAINTAINED, ADEQUATE STRIP F00106 WIDTH TO RETAING WALLS. CONTRACTOR TO SE IT (BR AND DENSITY TEST
RESULTS COMPLIANT WHIN AS)791
• SIB-GRADE BOX INSPECTION VISUAL AND PROOFROLL. CONTRACTOR TO SUBMIT (BR AND DENSITY TEST RESULTS
• PRE-SEAL INSPECTION MEASUREMENT. STRIKE(, VISUAL AND PAOOFROLL. CONTRACTOR TO SUBMIT (BR AND DENSITY TEST
PRE-SIARI MELIING RESULTS
• CONCRETE PAVEMENT INSPECTIONS STEEL INSPECTION. MEASUREMENT
If IS A COALITION OFTIE DEVfL0PFEN( • STORMWATER OUTLET COMPLIANCE WITH THE DRAWINGS. PRIOR TO COMMENCING PPE LAYING UPSTREAM
(MA I A COB/ED PRE-START NEfTNG FOR • RIO-RETENTION AS PER INSPECTION CHECKLIST 5.31 O IEALINY WATERWAYS "WSUD TECHNICAL GUDLRES N SED-
BOTH ENGINEERING AND LANDSCAPE WORKS • UUERGAOUNO PPES/((AVERTS CHECK BEDDING AND ALIGNMENT PRIOR TO BACKFLL AND COMPACTION OF TRENCHES
BE HELD PRIOR TO COFIENCNG WORKS. • CONTRACTOR RESPONSIBLE FOR ((TV SURVEY ON ANY COUNCIL UTLI7ES TRAVERSING THE SITE AND COMPILING THE DILAPIDATION
CONTRACTOR TO GIVE S DAYS NOTICE SO REPORT N STREET FRONTAGE AND ADJACENT PROPERTY ASSETS FOR PRE-START MEETING SUBMISSION
THAT A PRf-S TART MEETING CAN BE
ARRANGED WITH COWX
PRELIMINARY
^__ - '+nw,rWa•Tw wrr.'n.:. :
ANTHONY (DRKLL NOVEMBER 2010 , AS NOTED
WWNN •tlb ff-ne.' a• «„r•, .r .rnA, •e'. l[ EMP ! RE
C N C. I N E E R N G
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET.
DRAWING INDEX AND STANDARD NOTES Job Reg No
SC-2930
Drawng No . Issue
0001 A
Ns. A•N+WAWAI DNI• OI ,, , .. Ate.... war w uwA NOOSA HEADS. OLD
Page 8
I.IIGEND
EXISTING PROPOSED
KERB AND CHAHLL
KERB ONLY
--- -- EDGE OF CONCRETE
CONTROL LINE
-SW- - - -SW- - DRAINAGE
-RW- - ROOF WATER
--w-- SEWER
--w-- WATER
OH OVERHEAD POWER
----3.00---- CONTOURS
to BUILDING
9'!799/9
BATTERS
RETAINING WALL
n o ^
I I IIII' 1.0 STRUCTURE NUMBER
\S SS I ! l! 1 1
^ 3 1! 1 1 1 II S
600.60E FIELD INLET
GRATED
TRENCH GRATE
Ns IS I CONCRETE PAVEMENT
141 ^-S- -r -S-r- is 1
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/I
1. RECEIVING MINIMUM 60% ROOF CATCHMENT AREAS
7 I FF15 2. CONNECTED TO TOILET CISTERNS AND WASHING MACHINE (OLD
III
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WATER TAPS; AND.
AN EXTERNAL USE.
BACKFLOW PREVENTION AND FIRST FLUSH DIVERSION IN
ACCORDANCE WITH ODC MP4.2 - WATER SAVING TARGETS.
I I
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14.020 I
14.840 15.040
300 WIDE GRATED
I I I , I
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450.45E GRATED '
FFL FIELD INLET. REFER
14.050 DRD C015 FOR DETALS
I I-
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360 WIDE GRATED
II 111 Ill
TRENCH DRAIN REFER I I IM1^44lNNYA}^!N DRIVEWAY CROSSOVER IN
C01S FOR DETAILS
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IIII I I 1111111111111111S11St IS II ACCORDANCE WITH IPWEAQ
I, II II IIII I IIII II I III I I I 111 1 111 IIS 51Il S STD DRG SEQ R-050
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CONNECTION TO EXISTING
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LAWFUL POINT OF DISCHARGE I !
SL12.550. 1111.150 !^ I ¢
113.970
H
/ 1.1 1.2
,V'r 11 450X450 GRATED
FIELD INLET. REFER
INDICATES NOMINAL LOCATION 1.200. HIGH MAX RETAINING WALL.
0106 COTS FOR DETAILS
OF 3,0001 SLNLNE WATER EXTENT TO BE CONFIRMED IN DETAILED DESIGN
TANK TO DISCHARGE INTO
cp I
EXISTING INFRASTRUCTURE 1500 uPV( 'SNE' -
5P226601
STRUCTURAL WALL ODKATES NOMINAL LOCATION (F
TO STRUCTURAL TRAFFICABLE 3,7001 UNDERGROUND
ENGINEERS DETAILS RAINWATER TANG AS PER 'ALLCAST
PRECAST' UNIT DR APPROVED EQUIVALENT
CONCEP"E INTEGRATED WATER
MANAGEMENT' PLAN
SCALE A
0 1 2 3 4 s. 1:100 at Al
A
1:200 at A3
PRELIMINARY
N
I lIna IM poprlll ILA[ .oM not IC?I iN_<yM
I :oa>t of lice. ANTHONY CORKILL SFD> SFO ACR NOVEMBER 2010 s;a!I AS NOTED
EMP RE PROPOSED RESIDENTIAL DEVELOPMENT CONCEPT INTEGRATED WATER N .- _- D r a w in g No
Job Re f o No.-. I Issue:
I ssue:
n9'rI TO cat m
AKndnent
nay _n_
ENGINEERING
sunshine Coast office 17 GRANT STREET,
NOOSA HEADS. OLD
MANAGEMENT PLAN SC-2930 CO10 A
CLfe Oft TROY PAULSEN / RPEO- 6990)
Page 9
LEGEND
KERB APD (MANEL
---'- EDGE OF COERETE
- -SW- - DRAINAGE
BUILDNG
® RETAIIM WALL
-
FE9
GRATED
TRENCH GRATE
CONCRETE
PAVEMENT. REFER
DRIVEWAY NOTES
MNA,N AREA OF
SLAB THI(KENNG
GRATED TRENCH
DRAM REFER ORG
(01S FOR DETAILS CONCRETE FOOTPATHS
AS PER WEAU SW
ORG R-06S
1
LI - - DOWELLED JOINT
$1 - - SAWCUT 101ST
DRIVEWAY NOTES
PERMITS RELATNG TO ROAD AND FOOTPATH CLOSURES
MUST BE OBTAINED FROM COUNCIL
I
2. VERGE CROSS-OVER TO APPLICABLE COUNCIL STANDARD
DRAWING R-050, DR R-1051
3. DRIVEWAY TO BE 125 THICK CONCRETE SLAB REINFORCED
WITH 5L72 MESH, 40 TOP COVER, LAB FABRIC 250.. ONO
4. CONCRETE TO BE 32MPa N ACCORDANCE WITH AS-1319 1
AS-3601
GRATED TRENCH S. COMPACTION OF SUBGRADE TO 91% STANDARD TO
DRIVEWAY CROSSOVER N
DRAIN. REFER DRG AS1209.S.I.L WHERE SUBGRADE IS LESS THAN CBR 5
ACCORDANCE WITH PWEAO
(015 FOR DETAILS EXCAVATE UNSUITABLE AND PROVIDE IMPORTED MATERIAL
STD DRG SEO R-050
0 TO SATISFACTION OF THE SUPERINTENDENT
6. ALL CONCRETE TO BE BROOM FINISHED. FINISHES OTHER
THAN BROOM CONCRETE ARE TO BE SPECIFICALLY
APPROVED BY ENGINEER. WITH REGARDS TO LONG TERM
SKID RESISTANCE AND DURABILITY
7. PATTERN LINES TO BE SQUARE TO SIDES AND FINISHED
_L L__
i WITH AN APROVED GROOVING TOOL
L 3412 TRENCH MESH a 2001 LONG TO BE PLACED AT ALL
RE-ENTRANT CORNERS
0. THIS DRAWING IS TO BE READ N C(NAN(TDN WITH ARCH
L HYDRAULIC CONSULTANTS DWGS FOR ALL LEVELS, FALLS.
GRADES. DRAINAGE. ETC.
ZOOM MIN THICK SLAB OVER TAW. TRAFFICA&E 3.7101.
2000.. MIN BEYOND TAW. UNIDERGROUND RAINWATER
SL12 MESH. BOTTOM EXTRA. TAN. 1.9400 a I.775a M15H
BACKFLL AND COMPACT TO 11% M.
CP
SP226607
I'AVEMI,N'I I'I.AN
SCALE A
A 0 0.5 to t5 2A 2.1. 150 of At
tmm^ 1100 at A)
PRELIMINARY
_Yry_
oral catH orrice ANTHONY CDRKLL SFO - SFD ACR NOVEMBER 2010 -- , AS NOTED
q1 fO cap.. - naa eU
EMPIRE ^vm^h^ne -
c con^ce
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET.
PAVEMENT PLAN Job Ref No Orarxg No Issue
Dale Off
E N G I N F F N I N C.
NOOSA HEADS. OLD SC-2930 CO11 A
Page 10
REFER STRUCTURAL
ENGINEER FOR EXTENT OF SLAB THICKENING OVER UNDERGROUND TANK
BUILDING DETAILS
RAINWATER TAN(
OVERFLOW GARAGE FFL 14,750
1500 oPV( 5040
- - 3,700L
3.000L 225 0 uPV( SNB UNDERGROUND
RAINWATER
TAN
RAINWATER
TANK
PIPE TO BE HUNG FROM-1 --STRUCTURE 1.2
UNDERSIDE OF SLAB. PRODUCT LSOo4SO GRATED FELD
STRUCTURE 1.0 AND TYPE TO BE CONFIRMED MET REFER DETAIL 1 STRUCTURE 1.3
EXISTING FIELD LO IN DETAILED DESIGN ON THIS PLAN
POET
DRAIN LINE'I' LONGITUDINAL SECTION
SCALE 1:50
25 650 25
MIN.
600
5Dx5OxSm
ALL PITS TO BE FITTED WITH
GRATE TO BE 'WEBFORGE' EQUAL ANGLE
SUMP GRATE 'GSG 66XH' OR-- ECO-SON RSF 100 SEDIMENT
BASKETS OR APPROVED EQUIVALENT
APPROVED EQUIVALENT
L 1
INSTALLED TO MANU. SPECS.
END VIEW
_ WEB FORGE OR APPROVED EQLOV.
CLASS 'B' GRATE.
300
50
165 !165
I' l 'I
PLAN ------ L I ------
SAND BED. ETC.-^ I I
TYPICAL GRATED INLET PIT DETAII.S GRATE DETAILED AS BEFORE L----J
150 MIN. THICK WALLS
AND BASE. SL72 MESH
NTS IS EQUIVILENT TO PLACED CENTRAL
'WEBFORGE' BOX
GRATE 'BG 30OL'
GENERAL PIT NOTES SECTION
SCALE 1.20
1. PRE-CAST GRATED POET PITS FROM REPUTABLE SUPPLIERS AND SECTION PLAN
AS APPROVED BY THE SUPERINTENDENT MAY BE USED N PLACE
NTS
OF THE SPECIFED CAST-INSITU GRATED INLET PITS
2. ALL PITS TO HAVE 1 LAYER OF SL72 MESH PLACED CENTRALLY IN TYPICAL. GRATED TRENCH
WALL AND FLOOR SLABS
3. CONCRETE TO BE N25 GRADE MIN. DRAIN DETAIL
4. GRATES TO BE HOT DPPED GALVANIZED SCALE 130
5. ALL PENETRATIONS IN PIT WALLS TO HAVE 2-N16 TRIMMER BARS
6. ALL PITS TO BE FITTED WITH ECO-SQL RSF 100 OR APPROVED
EQUIVALENT
PRELIMINARY
NOTES coral coast office
plc ^f tSe PoDrch of me ems- W •pl nor fe ow topN-
ANTHONY (ORKLL SFD I NOVEMBER 2010 :le AS NOTED
Us, 'espoxn ro moan _ x¢+p pa
,ep,MweE .+ent, . e port ,.,?ho t Ite np+eu pe:wimn of
2. eyweO Unenvwp'ate yrceleae o.rc 15010
EMP RE
ENGINEERING ,,,..
sunshine coast office
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET.
SECTIONS AND DETAILS SHEET 1 Job Ref No Drawing No Issue
AaenAAent Oolr Olf ). vrc.lp ap Anxnuom an fire. NOOSA HEADS. OLD TROY PAULSEN / RPEQ. 6990) SC-2930 C015 A
Page 11
ISO
Alf,
SLOB MESH FSL / NSL
AO TOP (OVER
SAND BED AS BEFOR
BEND MESH INTO KERB SAWCUT 3mm WOE BY 30 SEALANT RESERVOIR 0
DEEP USING SOFF (UT SAW APPROVED SEALANT
AS SOON AS CONCRETE IS I l
('ONCRL I'L KLRR DETAIL (KE) TAAFFICABIC AND WITHIN 17 SL82 MESH
SCALE 1:20 NOUNS OF SLAB POUR 40 TOP (OVER
11nr xOMO BEAD OF,
APPROVED SEALANT
I-N02 EDGE TRIMER. LAP 5"
AS REO'0. 9 AT CORNERS
r21 ` 'ABELFLEX' OR APPROVED 10r GAP
EQUIVALENT 30N1 FILLER
COLUMN OR WALL FACE-/
ISOLATION JOINT DETAIL (IJ)
SCALE 121
FORMED CONCRETE KERB --
AS DETAILED OR TO sA
5101 MESH. BUIL DERS SPECIFICATIONS
AS TOP COVER
I
--^J e
--------------- $
I NSl
INDICATES 50mm BED(RND INDICATES 250w EDGE
SAND AND SINGLE LAYER OF THICKENING FOR RETAINING
VISDUEEN VAPOUR BARRIER PURPOSES ONLY.
DRIVI;NAY RETAINING DETAIL
(111.IGI-I'I S UP TO 350mm)
SCALE 120
MNMY IO (MMO M 4^ tl
Oslo, ar. Of?
Page 12
I,IxuI;NU
J EXISTING PROPOSED
KERN AND CHANNEL
--- KERB ONLY
---- EDGE RESTRAINT
- -- - CONTROL LIE
I
B85 TURN TENtPLATE'A'
SCALE A
CMr Y
'P179870
J
1
law
0 1 2 3 K S. 1,100 at Al
B85 TURN TEMPLATE 'B' TNRafA3
SCALE A
PRELIMINARY
ANTHONY CORKRL NOVEMBER 2010 AS NOTED
PROPOSED RESIDENTIAL DEVELOPMENT DRIVEWAY TURNING PATHS SHEET 1 Job Ref No Orowing No issue
na.' n 17 GRANT STREET,
0.t. al
ENGINEERING ,
NOOSA HEADS, OLD SC-2930 C090 A
Page 13
ER I Y
S-9a79
I I(GI';NI)
EXISTING PROPOSED
KERB AND CHANNEL
KERB ONLY
EDGE RESTRAINT
CONTROL LINE
1195 (AR
WIDTH 1.870m
TRACK 1.770m
LOCK TO LOCK TIME 6.00r.
III
STEERING ANGLE 34.06eg.
Ire' -rte
IT
B85 TURN TEMPLATE'('
SCALE A
'-----------------------------------L
^r-
5vrryg79
2
r^r- i r r-
A e I 7 3 a S. 1100 at Al
B85 TURN I I:MPLATE'D' 1200 01 A3
SCALE A
PRELIMINARY
coral coast ofM1p SFD SFD s ACID ' NOVEMBER 2010 . AS NOTED
W WaY.^a
- ,. Htkµ 1. n n M^ n.,J H mm^+ v
EMPIRE wn'n yt 01 is
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET.
DRIVEWAY TURNING PATHS SHEET 2 Job Ref No Drawing No Issue
' . d. . I ^
E N C.
IhrwAmeanlDtOf,«r.
N E E R I N C.
NCOSA HEADS, OLD SC-2930 C091 A
Page 14
James Hardie Scyon Matrix -
cladding system w/ painted 8.om height restriction line
finish.
cwr+crceam
4 nrvo4Vcnr
8
Anodise aluminium
locking gates to bin
rfl reEBS enclosure.
Natural stone finish to
walls + piers as shown.
Max. height 4.334 and mean height 4.07
Colorbond panel lilt doors
to garage w/ remotes.
- Masonry wall to boundary
w/ render + painted finish.
Open tread stairs w/ centre
stringer and s/steel cable
southeast elevation balustrade.
scale 1:100
Colorbond custom-orb roof -
sheeting (d 5° pitch.
Colorbond smoothline gutter
w/ metal fascia + raking eaves.
10.006 A-05
A3 C ?2.07.2011
kale drown by
Front entry door to be aluminium 1:100 EPS
framed w/ white translucent glass drawing status revision by
+ full glass side and high fight.
DA EPS
-n COPYRIGHT 2010
Shaded area denotes the height
of front fencing screening.
Residential Development
17 Grant Street NOOSA HEADS Q
LI] I SP179879
for
northeast elevation Anthony Corkill
scale 1:100
PO Box 73601oowoomba
South 0 4350
p::0409870422
e:: [email protected]
Page 15
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET, NOOSA HEADS
for ANTHONY CORKILL
rAfAIERAL cawmff f00IALG I FOUIOAIKII PREPARATI(W COKRf ff BLOCSHA50VR7
I III All Till ,I DRAWINGS IM (0HlUN(II0N WITH OMMENCI MENI OF ANY CUTTING OR FILLING LI ALL IILN a 1E WORK AND REINFORCEMENT TO BE EXECUTED III I X n I T ' HN H I IW III( BUILDING BY MI 1 Till d I I I II 114 WIIIII TO
0 BE EXECUTED
AR :I-117;( IURAI AND OTHER ENGINEERING DRAWINGS AND IAIION AND TOPSOIL FROM AREAS TO BE CUT IW A I j " n A % WITH THE RELEVANT S.A.A CODES AND III I rI A I SIOIN', NRGANK AND/OR I, •d l IAN I p1'1 '[ I I(C LP"ION OF.
P Gt.
I '. I I A IION,
' AND WII H SUCH OTHER WRIT TEN
IN,1UUI TIONS AS MAY BE ISSUED
VERIFY SEI OUI DIMENSIONS SHOWN ON THE DRAWINGS
BEFORE SITE WORKS, CONSTRUCTION AND FABRICATION
Et.
TO A MINIMUM DEPTH OF lSOmm
REFER TO THE GEOIE(HNI(AL REPORT REGARDING REMOVAL
AND REPLACEMENT OF EXISTING FILLING MATERIAL. THIS
NOTE SMALL APPLY 10 THE SUBGRADE UNDER ALL
A', 1600
IV N' T, PARTICULAR THE CURRENT EDITION OF
Ft.
NIr AvI M: 'I III HAIL. Ill' I OMPA( ETON
UII'IN IHHr5M, AND SLAB STIFFININO BEAMS 10 BEAR
OR IIIIHUA NUF MATE RIAI WITH MNMUM SAFE BEARING
PRI','.1111 A', NOTED IN THE TABLE BELOW
AS 3100
AS 3455
AS 3600
AS-2699
S.A,A MASONRY (ODE
CONCRETE MASONRY UNITS
SAA CONCRETE STRUCTURES (ODE
MASONRY WALL TIES
n COMMENCES REFER ANY DISCREPANCY TO THE ENGINEER
BE TORE PROCEEDING WITH TIE WORK
DRIVEWAYS INCLUDING UNDER FILL BATTERS. FOLLOWING THE
SITE S TA ID AND DRIVEWAY SET OUT THE FNMME ER SHALL
C3. CONURFll IESTINU 10 CONFORM WITH THE ACCEPTABILITY
REQUIREMENTS
0 F 1THE CURRENT EDITION OF AS-300 F3. COMPACT FOUNDATION BELOW THE IIIN;111 II STABS TO THE
AS 2699.1-
AI I ISSORIES
MASONRY CONSTRUCTION,
SITE BE CALLED TO ATE TO DETERMINE THE PRESENCE OF ANY STANDARD OF COMPAT TION FUR Iit I 1INIII N SI ABS OR
Q G3. 00 NOT OBTAIN DIMENSIONS BY SCALING FROM THE
DRAWINGS
EXISTING FILL UNDER DRIVEWAYS AND ASSOCIATED
BATTERS, PROVIDE A BACKHOE FOR THE TEST PIT
EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE
(4. THE CONCRETE SLUMP SHALL NOT BE LESS THAN 1Smm AND
NOI MORE THAN 10-
FI.
FOOTINGS HERIUNI$R UN(E55 NOIEO Oh,1 RWKE
SAND FILLING UNDER SLABS OR IOOING'i SIIALI BE PLACED
M7. '(LEAN OUT' BLOCKS 10 BE USED AT FIRST COURSE ABOVE
EACH FLOOR AND All MORTAR TO BE REMOVED FROM CORES
PRIOR ID 10% RE It III I INC.
V G4. ALI WORKMANSHIP AND MATERIALS SHALL BE IN FILL TO BE REMOVED AND RF(OHPAITED (5. ALL CONCRETE IS TO BE VIBRATED IN A TRADESMAN LIKE IN MAX. 1DOmm LAYERS. IUNCOMPA( TED DIP HI COMPACTED
ACCOROANCI WITH THE CURRENT S,A.A CODES AND THE MANNER, NO WATER BE ADDED ON SITE IN ACCONLIAINOI WITII AS-1299 (DENSITY INUCX TO BE M). CONCRETE MIX USED 10 FILL CAVITY TO HAVE
BY-IAWS AND ORDINANCES OF THE RELEVANT BUILDING E3. COMPA(I AND PROOF ROLL ALL PREPARED SUBGRADE GREATER THAN 10% IN ACCORDANCE WITH A5-1219 (HARA( IERISI1C COMPRESSIVE STRENGTH OF 20MPR IF it.
AUTHORITY AREAS PRIOR TO PLACING ANY FILLING. COMPACTION SHALL C6. MIN. (LEAR (OVER TO ALL RIINIOR(EMENT )UNLESS SHOWN MAXIMUM SLUMP 230mm, MAXIMUM AGGREGATE SIZE 6mm
BE 9S% RELATIVE COMPACTION AS MEASURED BY THE OIHERWISEI TO BE IN ACCORDANCE WITH REQUIREMENTS OF FS. FILL MATERIAL OTHER THAN SAND b•. GRAVEL DECOMPOSED IMAXIMUM 6 COURSE HEIGHT PLACED AT ONE TIMET
05. THE STRII IllA m TOWN ON THE DRAWINGS HAS STANDARD METHOD DESCRIBED IN AS I2B9 AS 3600 AS NOTED IN THE DWG S ROCK OR BROKEN ROCK FREE FROM OREANIL MATERIAL AND
BEEN 011',l NIII I, -I ;ADS SET OUTT THE TABLE LUMPS OF (LAY) UNDER SUBS OR FOOTINGS IO BE M3. BLO(XWORK MUST NOT BE BUILT ON CONCRETE SLABS UNTIL
BELOW IN A I; ANI I 'U TE'I ASs 1170
1 7 o PARTS 1 & 2 EL, ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE C7. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE COMPACTED TO ACHIEVE A DENSITY RATIO (CALCULATED BY FORMWORK SUPPORTING SAME HAS BEEN REMOVED
FROM TOPSOIL AND VEGETATION. THE EXISTING SITE WON LOCATED TO THE APPROVAL OF THE ENGINEER A5.1289) Of NOT LESS THAN 98% AT MAXIMUM DRY
G6, TUN I II I 1.f 81 rlUUAS NOTICE MOST BE GIVEN TO THE MATERIALS MAY CONTAIN ROCKS AND COBBLES AND THESE DENSITY AS DETERMINED BY AS-1289 MS. MORTAR TO BE MIXED IN PROPORTION OF 1.01.06.0
LNI,IIj, I -'TOIL ICI ANY CONCRETE POURS OR OTHER SHALL BE EXCLUDED OVER 100mn NOMINAL SIZE IN ANY (0. ALL CONCRETE SHALL BE ADEQUATELY VIBRATED INTO CEMENT HYDRATED LIME SAND HER EQUIVALENT CEMENT -
IIMI AI, r +'I:IAt PHASES OF (ONSTRIICTIUN EXISTING MATERIAL USED AS FILLING PLACE AND CURED CONTINUOUSLY FOR NOT LESS THAN F6. PROOF ROLL THE FOUNOAUUN II I L: AND SAND MORTAR WITH P(ASIITISERI AND MORTAR
SEVEN 171 DAYS IN AN APPROVED MANNFA RECONSTRUCT AREAS THAI Nil o- I I; 'ICIW EVIDENCE COMPRESSIVE STRENGTH AT 28 DAYS TO BE 20MPa MINIMUM
G7. PROVIDE SUBSOIL DRAINS AS SHOWN ON ES ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP OF MOVEMENT UNDER THE I'H ' A I„
SIIi I,0UA HON PLAN SECTIONS MAYBE OMMIITFO WHERE SIB=r-,V. I'PES SHORTFALLS IN QUANTITIES SHALL BE CLEAN SOUL MATERIAL (9. SYMBOLS ON DRAWINGS FOR GRADE & TYPE OF MI6. CHARACTERISTIC COMPRESSIVE STRENGTH OF BLOCK I'w
ARE SHIIWM ON HYORAIJII( CONSTULTA•, I'. ". SIBS FREE FROM TOPSOIL. VEGETABLE MATTER AND OTHER REINFORCEMENT ARE AS FOLLOWS- FL CONSTRUCT FOOTINGS UNDER ALL LOAD BEARING WALLS IS MPa UN.O.
SITE ADDRESS 17 GRANT STREET, NOOSA HEADS, OLD, 4567
DELETERIOUS MATERIAL. THE FILLING SHALL BE FREE FROM IT YFIUp
NT$
G8. NOTEY ALL RELEVANT AUTHORITIES PRIOR TO COBBLES OR ROCKS IN EXCESS OF TOO- NOMINAL SIZE. THE R DENOTES STRUCTURAL GRADE 730 PLAIN M1. COVER TO REINFORCEMENT 23mm MN. FROM INSIDE FACE OF
(UMPt'CEMENT OF WORK WITHIN EXISTING ROAD MATERIAL SHALL HAVE A MINIMUM SOAKED COP OF AT ROUND BAR TO A5-4671 IS. LAP AND :OUNER BARS TOHIVAIIN' ILL 'III R1511:RI !w Nl BLOCK U,N,O,
REU'.F'VIS LEAST 1S N DENOTES HOT ROLLED GRADE 500 IN THE FUO'NU IJ RF PROVIOIO Al :TONY', I4 C111111;IN
DEFORMED BAR TO AS-4671 AND JUN( '115 (I 1001 RIG'. MB PROVIDE STARTER BARS TO MATH VERTICAL
69. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL E6. ALL FILLING SHALL BE PLACED IN ,MAXIMUM 201 LOOSE SL DENOTES HARD DRAWN WIRE REINFORCEMENT 1600 s LOU LEGI
EXISTING SERVICES WITHIN THE SITE PRIOR TO LAYER THICKNESS WITH EACH LAYER COMPACTED TO AT REINFOR(EING FABRIC TO AS-T3O4
COMMENCING WORK TTK CONTRACTOR SHALL BE LEAST 9B % RELATIVE COMPACTING AS MEASURED BY THE MH PROVIDE TIE BARS TO MATCH VERTICAL REINFORCEMENT 1601
CIVIL, DRAWING INDEX RESPONSIBLE FOR ANY DAMAGE TO EXISTING SERVICES STANDARD METHOD DESCRIBED IN AS-1289 x 609 LEG)
WHETHER SHOWN ON THE DRAWINGS OR NOT CZEAR" oA V(&TATWN
DRAWING NO. DRAWING DESCRIPTION El. ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE (IT. DOWEL BARS SHALL BE GROUND IF NECESSARY TO REMOVE V' NH I -A+N 'I-4u HI I ARRIEDOUT BEYOND THE EXTENT M10. PR09IDE VERTICAL CONSTRUCTION JOINTS AT Am MAX. (YRS.
(001 DRAWING INDEX AND STANDARD NOTES 610. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL WITH AS-3798 WITH LEVEL 1 GEOTECHNUL SUPERVISION ANY PROJECTIONS. BURRS. Et(. rn 'IL' W OR WIIf PE NECESSARY FOR SERVICES TO T' APPROVAL OF THE ENGINEER UNLESS OTHERWISE
AUTHORITY S SPECIFICATIONS AND REQUIREMENTS AND CERTIFICA'ION FV.i^5'd'H,IIU 710 WRITTEN APPROVAL OF THE DE'A.ED NOTED OR SPECIFIED
(OD CONCEPT INTEGRATED WATER MANAGEMENT PLAN
(12. MINIMUM LAP OF REINFORCEMENT TO BE AS SHOWN ON SU-` MLR+G5'
COIL PAVEMENT PLAN E8. EARTHWORKS TESTING SHALL BE CARRIED OUT BY THE DRAWINGS NIT. PROVIDE REINFORCEMENT AS NOMINATED ON PLAN
CONTRACTOR IN ACCORDANCE WITH AS-3798 POSITIONED CENTRALL Y WITHIN THE BLOCK CAVITY UNLESS
(BE SECTIONS AND DETAILS SHEET I
C13. BAR CHAIRS. DISTRIBUTION REINFORCEMENT EI(C TO BE OTHERWISE DETAILED. NOTED DR SPECIFEO
(816 SECTIONS AND DETAILS SHEET 2 E9. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM AN PROVIDED TO THE SATISFACTION OF THE ENGINEER
CR90 DRIVEWAY TURNING PATHS SLEET I FIRED QUALIFIED ENGINEER THAT THE WHOLE OF THE
SI I E DI',SCRII'I ION EARTHWORKS AND GEOTECHNI(AL SUPERVIS'ON COMPLIES (IL. ALL (ONCRE TE FALLS ARE TO BE CONFIRMED WITH
(R91 DRIVEWAY TURNING PATHS SHEET 2
LOT II WITH AS-3798 FOR LEVEL I SUPERVISION HYDRAULIC CONSULTANT 8 ARCHITECTS DRAWINGS
NO IFICAiiON AND INSPI':C11ON I'ROI O('OI,S
SP 179819
C15. NO PENETRATIONS ARE ALLOWED GREATER THAN 6N. OR EMPIRE EN(1EEAING IS RESPOWS&E FOR UA5NG WITH THE (OUCL DELEGATE AT THE KEY JOINT INSPECTIONS AND TIE CONTRACTOR
SITE AREA 116.729711 CONDUITS (AST INTO SLABS GREATER THAN 500 WITHOUT SHALL LIVE SUFFICIENT NOTICE, AS FOLLOWS
PERMISSION FROM !HE ENGINEER IT. PRE-START MEETING IMANOATORYI - MN. S WORKING, DAYS
2, KEY CONSTRUCTION ACTIVITY NSPE(TIONS (REFER BELOW) - MK N HOURS
3. ON MAINTENANCE NSPE(TNXN (W)ERE SPE('D BY (OUKL Al THE PRE-START MEETIGI - MN- S WORKING DAYS
A, OF MANTENAMEE INSPECTION IWMEN SPE('D BY (DUNEL AT THE PRE-START MEETING) - MN. S WOIIOIG OAYS
S. EMPIRE ENGNEERNG IS LIKELY TO CONDUCT RANDOM SITE VISITS AT THEIR DISCRETION AS NECESSARY - NO NOTICE
NOTD REFER TO ARCHITECTURAL SRfffKA TDNH
FOR ALL SET OUT DIENSIOVS, FI05NI11GS, 1(I':Y GUNS I KI,'CI TUN AC I'IVI l'Y INSPECTIONS
FLASIINGS, WAT(RPRODNGS. ETC.
KEY CONSTRICTION ACTIVITIES TO BE NSPE(IED INCLUDE BUT NOT LIMITED TOI Till FOLLOWING
• BULK EARTHWORKS NSPE(IION STRIPPED TOPSOIL VISUAL AND PROOFROLL. SEDIMENT AND EROSION CONTROL MEASURES ARE
USED AND MAINTAINED. ADEQUATE STRP MOOING WIDTH TO RETANNG WALLS. CONTRACTOR TO SLM1 (OR AND DENSITY TEST
RESULTS CO PLIANT WITH AS3791
• SUB-GRADE BOX INSPECTION VISUAL AND PRODPROLL. CONTRACTOR TO SUBMIT (2R AND DENSITY TESL RESULTS
• PRE-SEAL INSPECTION MEASUREMENT. STRNOA1E, VISUAL AND PROOFROLL. CONTRACTOR TO SUBMIT CBR AND DENSITY TESL
PRE.-S I ART MEETING RESULTS
• CONCRETE PAVEMENT NSPECTIONS STEEL INSPECTION. MEASUREMENT
IT IS A COANTDN O THIS DEVELOPMENT STORMWATER OUTLET COPLIANCE WITH THE DRAWINGS. PRIOR 10 COwLN(NG PPE LAYING UPSTREAM
THAT A COMBINED PRE- START MEETING FOR • BID-RETEN1UH AS PER INSPECTION CHECKLIST S-3) O HEALTHY WATERWAYS -WSID TECHNICAL GU&IES N SEQ-
BOTH EIK1fERFG AND LANDSCAPE WORKS LNDERGROUD PIPES/CULVERTS (MECK BEDDING, AND ALIGNMENT PRIOR TO BACKFLL AND COMPACTION OF TRENCHES
BE MELD PRIOR TO (OFEEMEND WORKS. • CONTRACTOR RESPONSIBLE FOR ((TV SURVEY ON ANY COUNCIL UTILITIES TRAVERSING TIE SITE AND COMPILING THE DIELAPIDATION
CONTRACTOR TO GIVE 5 DAYS NDfKE SO REPORT ON STREET FRONTAGE AND ADJACENT PROPERTY ASSETS FOR RILE-START MEETING SIUBMISSION
THAT A PRE-START MEET" CAN BE
PRELIMINARY
ANTHONY CORKLL SFD SFD NOVEMBER 2010 AS NOTED
DRAWING INDEX AND STANDARD NOTES
na• n
RE PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET,
Job Rot No DKO ring No , Issue
Out, Off
1 I N C,
NOOSA HEADS, OLD SC-2930 0001 A
Page 16
I I :GENI)
//STING PROPOSED
KERB AND CMANNL
KERB ONLY
----- EDGE OF CONCRETE
CONTROL LIE
-SW - -SW- DRAINAGE
-RW - ROOF WATER
W SEWER
W- WATER
- ON OVERHEAD POWER
-3.00 ----3.00---- CONTOURS
-
to BU ILDING
DPI»9»
b BATTERS
Ig'H1 - -
,kY
61; ...u......... ... RETAINING WALL
\ \ \ 1/ f I l' j 1.0 sTROCTFOE NINIBER
M ``I \ \ \ I III L i i
I`, I \ \ /
600.600 FIELD INLET
1 I GRATED
I I TRENCH DRAY
I I I I 1 1 1 1 1
A ! I I II
f II 1 11 I I I 1 1 1 1 1 1 1
X 1 1 1
f f f 7 LAI I 1 1 1 1 CONCRETE PAVEMENT
1 1
r s- r -s-r- S -^^ s1-vAe» sr - i _ I I-I
l is + i ns r t REFER ORG (011 FOR
I ! I 1 I 1
I DETAILS
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1. RECEIVING MINIMUM 61% ROOF CATCHMENT AREAS
a FFL, t 2. CONNECTED TO TOILET CISTERNS AND WASIHNG MACMNE COLD
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In q
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FFL FFL 7 i I
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14.020 14.840
300 WIDE GRATED
TRENCH DRAIN REFER
(01S FOR DETAILS
1 .
450N451 GRATED
FFL FIELD INLET. REFER
14.050 ORG (015 FOR , DETAILS
\ 1 I I I I t' -1''w•J Y 1 A
AA I I I I I ! A 1`"'1 I '
II 310 WIDE GRATED
l TRENCH DRAIN REFER
DRIVEWAY CROSSOVER N
COTS FOR DETAILS 17
,I! I1111
11111111111111111111111ii A 1 ACCORDANCE WITH PWEAG
I 1 STD DRG SEQ R-050
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LAWFUL PONT O DISCHARGE i I II I l ,^.l-J^-J-L.L
I 1 1 I I !i
SL12.550, L11.750
113.970
1.1
1^I , 450450 GRATED
FIELD NET. REFER
IDEATES NOMINAL LOCATION 1.200m HIGH MAX RETAINING WALL.
ORG CUT5 FOR DETAILS
OF 3,10.0 5LNLNE WATER ^'-EXTENT TO BE CONFIRMED IN DETAILED DESIGN
TANK TO DISCHARGE INTO
EXISTING INFRASTRUCTURE
STRUCTURAL WALL INDICATES NOMINAL LOCATION O
TO STRUCTURAL TRAFFKABLE 3,700L UNDERGROUND
ENGINEERS DETAILS RAINWATER TASK AS PER 'ALLCAST
PRECAST' LOOT OR APPROVED EQUIVALENT
CONCEPT IN I I;GRATEL) WAl'ER
MANAGEMENT PLAN
SCALE A
S. 1.100 at Al
A
A 1200 of A3
PRELIMINARY
coral coast off.r¢ ANTHONY (ORKILL D-,',,/ SFD (ne, P,1 SFD at ACR NOVEMBER 2010 1.- AS NOTED
PROPOSED RESIDENTIAL DEVELOPMENT CONCEPT INTEGRATED WATER Job Ref No Drann9 No Issue-
A I4lA to ("a w nn.' a Suflfh Te court >1F 17 GRANT STREET,
Nfur, A.oMynf
ENGINEERING MANAGEMENT PLAN SC-2930 C010 A
Dot. Off NOOSA HEADS, OLD TROY PAULSEN / RPEQ 6990
Page 17
I.I :(REND
(XIS 11AG PROPOSED
KERB AND CHANNEL
- EDGE OF CONCRETE
- DRAINAGE
BUILDING
RETAINING WALL
GRATED
TRENCH GRATE
CONCRETE
PAVEMENT. REFER
DRIVEWAY NOTES
PON" AREA OF
SLAB TIKKENNG
GRATED TRENCH
DRAIN. REFER DRG
CONCRETE FOOTPATHS
(015 FOR DETAILS
AS PER PWEAO STD
ORG R-065
01 - - DOWELLED JOINT
L - - SAWCUT JOINT
NI
I)RI VI WAY N( ► TE,S
I 1. PERMITS RELATING TO ROAD AM) FOOTPATH CLOSURES
MAT BE OBTAINED FROM COUNCK
2. VERGE (ROSS-OVER TO APPLICABLE COUNCIL STANDARD
DRAWING R-050, OR R-OOSI
3. DRIVEWAY TO BE 125 THICK CONCRETE SLAB REINFORCED
WITH 5L72 MESH, 40 TOP (OVER, LAB FABRIC 250,. UNO
4. CONCRETE TO BE 32M'a IN ACCORDANCE WITH AS-1379 A
AS-3600
GRATED TRENCH 5, COMPACTION OF SUBGRADE TO 9B% STANDARD TO
-DRIVEWAY CROSSOVER N
DRAIN. REFER DRG AS12B9.5.I.1. WHERE SUBGRADE IS LESS THAN (BR S
ACCORDANCE WITH PWEAD
C015 FOR DETAILS EXCAVATE UNSUITABLE AND PROVIDE IMPORTED MATERIAL
STD DRG SEQ R-050
TO SATISFACTON OF THE SUPERINTENDENT
0
6. ALL CONCRETE TO BE BROOM FINISHED. FINISHES OTHER
THAN BROOM CONCRETE ARE TO BE SPECIFICALLY
APPROVED BY ENGINEER. WITH REGARDS TO LONG TERM
SKID RESISTANCE AND DURABILITY
7. PATTERN LINES TO BE SQUARE TO SIDES AND FINISHED
WITH AN APROVED GROOVING TOOL
.L l__ E 3-112 TRENCH MESH a 2000 LOG TO BE PLACED AT ALL
RE-ENTRANT CORNERS
9. THIS DRAWING IS TO BE READ N CONJUNCTION WITH ARCH.
0 HYDRAULIC CONSULTANTS DUGS FOR ALL LEVELS. FALLS.
GRADES. DRAINAGE, ETC.
HON. MIN TIKK SLAB OVER TANK. - TRAFFKABLE 3700E
2110.. MN BEYOND TAN(. UNDERGROUND RAINWATER
SLOT MESH. BOTTOM EXTRA. TANK. 194003 : 1.775. MGM
BA(KFILL AND COMPACT TO 90% STD.
CP
SP226607
I'AVEMI':N I PLAN
SCALE A
A 1 0S to 1.3 2.0 2S 150 a9 Al
1-100 at A3
PRELIMINARY
coral coast office ANTHONY CORI(LL SFD SFO A(R ' NOVEMBER 2010 AS NOTED
a :Mn\iN U 00.6 M
EMPIRE PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET,
PAVEMENT PLAN lob Ref No Drarij No Issue
htue AMM\M1 CWT. DI NDOSA HEADS, DLD SC-2930 0011 A
Page 18
REFER STRUCTURAL
ENGINEER FOR EXTENT OF SLAB THICKENING OVER UNDERGROUND TAN(
BUIL DING DETAILS
DESIGN SURFACE
GARAGE FFL 14.750
_r'
1500 uPVC SNB
- - 3.700L
UNDERGROUND
RAINWATER
TANK
-STRUCTURE 1.2
UNDERSIDE OF SLAB. PRODUCT 4500450 GRATED FIELD
STRUCTURE 1.0 AND TYPE TO BE CONFIRMED INLET REFER DETAIL
EXISTING FIELD ON THIS PLAN
INLET
DRAIN LINE '1' LONGTCUDINAL SECTION
SCALE 1:SO
450
MIN,
1
ALL PITS TO BE FITTED WITH
so=sly 4
GRATE TO BE 'WEBFORGE' -Tzz= I
EQUAL ANGLE
ECO-SOU RSF 100 SEDIMENT
SUP GRATE 'GS6 66XH' OR -
BASKETS DR APPROVED EQUIVALENT
APPROVED EQUIVALENT
INSTALLED TO MAHUF. SPECS.
END VIEW
_ WEB FORGE OR APPROVED EQUIV.
CLASS 'B' GRATE.
50 310 y s0
-I
PLAN
SAND BED, ETC
TYPICAL GRA'T'ED INLET PIT DETAILS GRATE DETAILED AS BEFORE
150 MIN. THICK WALLS
L-TAND BASE. SL72 MESH
NTS IS EQUIVILENT TO PLACED CENTRAL
'WEBFORGE' BOX
GRATE 'BG 300L'
GENERAL PCT NOTES SECTION
1. PRE-CAST GRATED INLET PITS FROM REPUTABLE SUPPLIERS AND SECTION PLAN t
AS APPROVED BY THE SUPERINTENDENT MAY BE USED N PLACE NTS
OF THE SPECIFED CAST-INSITU GRATED INLET PITS
2. ALL PITS TO HAVE I LAYER OF SL72 MESH PLACED CENTRALLY IN TYPICAL GRATED TRENCH
WALL AND FLOOR SLABS
3. CONCRETE TO BE N25 GRADE MN.
DRAIN DETAIL.
4. GRATES TO BE HOT DIPPED GALVANIZED SCALE 130
5. ALL PENETRATONS IN PIT WALLS TO HAVE 2-N16 TRIMMER BARS
6. ALL PITS TO BE FITTED WITH ECO-SOU RSF 110 OR APPROVED
EQUIVALENT
3nK
PRELIMINARY
NOVEMBER 2010 AS NOTED
I
EMP I RE PROPOSED RESIDENTIAL DEVELOPMENT SECTIONS AND DETAILS SHEET 1 f
J o b Re No Dr a wi n g No Issue
RPo61 TO [W6M rtaa 3. ^^a^,b mmsa•, ime ^rm.Me wr uwK
sunshine coast offirz 17 GRANT STREET,
MIS I MI 3. Ymly oil Airynfinn, m ii^e.
E NGINECRING
•.x .nr. , t , n..^i^,i ,n4^^vu l.r^n^-.IAo ^+r NOOSA HEADS, OLD TROY PAULSEN / RPEQ- 6990 J S C - 29 30 (015
Page 19
585 VEHICLE TEMPLATE
CLEARANCE CHECK TO AS2390
DRIVEWAY LONGITIIDINAI. SECTION
SCALE 150
quo
SL82 MESH ( fS SL
L 40 TOP COVER - X140
S5 COVER
SAND BED AS BEFORE-
CTRS. s 600 Lg (PROVIDE 'DOWEL
55 COVER INSERTS' ONE END, (HENSET 60 TOP COVER
BEND MESH INTO KERB SAW(UT 3em WIDE BY 30 SEALANT RESERVOIR &
DEEP USING 50FF CUT SAW APPROVED SEALANT 150mm EMBEDMENT OTHER.] i
AS SOON AS CONCRETE IS
('()NCRE I'L KERI3 DI: TAIL (KE) D. TRAFFICABLE AND WITHIN 12 SL02 MESH
SCALE 120 HOURS OF SLAB POUR 40 TOP COVER
- WATERPROOF MEMBRANE
-
TO MANUF. SPECS.
rte- N12 0 400 CTRS. ND 0 400 CTRS.
HORIZONTAL HORIZONTAL
SAND BED. ETC. -REMOVE 240em OF EVERY
z
AS BEFORE 2M TRANSVERSE WRE OF • _FREE DRAINING
N12 0 400 CTRS. FREE DRAINING
MESH UNDER TOOLED )DINT GRAMMAR BACKFLL
N12 0 400 CTRS.^{- VERTICAL GRANULAR BACKFILL
Nee v 10mm BEAD OF VERTKAL
APPROVED SEALANT
SAW CUT JOINT DETAIL (SCJ) WATERPROOF MEMBRANE
I-NI2 EDGE TRIMMER. LAP 500 TO ARCH. SPECS.
SCALE 120 AG LINE IN CONTINUOUS ^^.
AS REO'O, 8 AT CORNERS AG LM IN CONTINUOUS
K^ L FILTER SOCK TO DISCHARGE L 1-- - - - FILTER SOCK TO LNS(MARGF
30
1.. CLEAR OF STRU(TORE CLEAR OF STRUCTURE
1
'ABELFIEK' OR APPROVED
EQUIVALENT JOINT FILLER
Nee GAP
L HATCHING INDICATES
N12 0 400 CTRS. COMPACTED
55 COVER N12 0 400 CTRS. CONTROLLED FILL.
55 COVER
ISOLATION JOINI DETAIL. (IJ) L
SCALE 120
612 STARTER BARS 0
M12 STARTER BARS 400 CTRS. 450 HL
LINE OF POUR BREAK I SEALANT RESERVOIR L
0 400 CTRS. 450 MN LAP, COG END 100'
APPROVED SEALANT
LAP, COG END 160-
PROVIDE 36I TOOLED 5112 MESH. 40 TOP COVER
JOINT ONE SEE OF JOINT DISCONTINUE MESH Sae
EACH SIDE OF ANT
FORMED CONCRETE KERB
HEIGHT - -H- BASE WIDTH - -B- HEIGHT - -H- BASE WIDTH - -B-
AS DEIALED OR TO
5102 MESH, BUILDERS SPECIFICATIONS Imo!. NF 600 BN 600
45 TOP (OVER
RM DOWEL BARS 0 600 50 HIM. COMPACTED SAND NN 700 1000 700
CTRS. t 600 Lg (PROVOS BED UNDER SLAB WITH 1200 000
to 0 1200
TOWEL SERFS' ONE END) VAPOUR BARRIER OVER
DOWEI.LEl) JOINT DETAIL (DJ) TYP. RETAINING WALL DETAIL. I Yl'. RI MINING WALL/DRIVEWAY DETAIL
INDICATES 50mm BEDDING INDICATES 2SOw EDGE 250-
SCALE 120
(IIEIGI I ' l S >350mm UP TO 1200mm) SCALE H0
SAND AND SINGLE LAYER OF THICKENING FOR RETAINING SCALE 110
VISQUEEN VAPOUR BARRIER PURPOSES ONLY.
I)RIVI';WAY RI'; MINING 1)1 FAI1.
II IEIGI ITS 1:131 O 350mm)
SCALE 120
PRELIMINARY
ANTHONY CORKLL NOVEMBER 2010 AS NOTED
'roveu ro Cam" nnro' '
EMP RE PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET.
SECTIONS AND DETAILS SHEET 2 Job Ref No Dram v No . Issue
Ikh Oft NOOSA HEADS, OLD SC-2930 (016 A
Page 20
I.I:(;IiNU
EXISTING PROPOSED
KERB AND CHANNEL
--- KERB ONLY
---- EDGE RESTRAINT
- CONTROL LINE
1485 CAR
WIDTH 1.8701,
TRACK 1.770m
LOCK TO LOCK TIME 6.00sec
STEERING ANGLE : 34.Odeg.
1485 TURN I EMPLATE'A'
SCALE A
1100 at Al
1185 1URN IFMIPLATE'B' 1200 at A3
SCALE A
PRELIMINARY
coral coax '-' , ANTHONY (ORKLL NOVEMBER 2010',,, AS NOTED
^ti rr4 M it ... ..a I Drawing No I Issue
PROPOSED RESIDENTIAL DEVELOPMENT DRIVEWAY TURNING PATHS SHEET 1 Job Ref No
^• a^. "' .,._ E M P R E
17 GRANT STREET,
'nnm' n
Dare pl
E N C, I N E E R I N
N OSA HEADS. OLD TROY PA UL SEN / RPEO 6990) SC-2930 C090 A
Page 21
I
IEGEND
E%ISTNG PROPOSED
KERB AND CHANNEL
--- KERB OILY
---- EDGE RESTRAINT
II CONTROL LINE
I
4
B85 TURN'fl•:MPLA'E'E'C'
SCALE A
fMT Y
57fNero
1 r
4
, 1 1 3 t S. 1100 of AT
B85 TURN TEMPLATE'D' T2R0 at A3
SCALE A
PRELIMINARY
ANTHONY CORKILL SFO SFD c.- ACR NOVEMBER 2010 AS NOTED
. u p' Qt(! of of r'1Mr OM Yf nfl W t4 c,M.
.4 4.MIlf r n 1r0 MMpc IM front prune., of
PROPOSED RESIDENTIAL DEVELOPMENT DRIVEWAY TURNING PATHS SHEET 2 Job Rel No Drawing No Issue
•^unp•^^•..,f nr •w ffw^•ogo^wm
. 'pow naa .n - 'rt¢r n 17 GRANT STREET,
hcu ANMMnt 001. Off
pu pr.w+n.rr ¢aa.
NOOSA HEADS, OLD SC-2930 C091 A
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