Council archive · source document
Development Application - Part 3 of 3 - Plans · OPW11/0177
Plans and drawings: the text below has words only, no drawings.
I^^IIWiNVWRVVI^IGi^ Place Barcode here
THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part ^ Of ;
Application number: ('gyp/.t11t /O(7---
C Documents and Settings\eje\Desktop\Ivlulti Part Record Cover Sheet NEXT PART (3) doc
27 MAY 2011
Marooohydore
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 12 pages
Page 2
Page 3
TATE PROFFESIONAL ENGINEERS PTY LTD
A.B.N. 28 086 262 035
39-45 First Avenue,
P.O. Box 1092, MOOLOOLABA, 4557
Ph. (07) 5457 5300 Fax (07) 5477 6100
PROFESSIONAL ENGINEERS
Web: http://www.tate.net.au
Email: [email protected]
PROJECT: PROPOSED DEVELOPMENT JOB No. 53000/L5-L6
CLIENT: CAPE BOUVARD DEVELOPMENTS PTY LTD PAGE No. 1
DATE OF DD 29 01 20 05 25
ISSUE MM 05 09 10 04 05
YY 081 08 08 11 11
DOCUMENT TITLE DOC No. REVISION
OVERALL LAYOUT PLAN & DRAWING SCHEDULE S3000/08/L5 6/L01 - - - A B
EROSION & SEDIMENT & EARTHWORKS PLAN & NOTES 53000/081L5-61ES1 A B
EARTHWORKS TYPICAL SECTIONS S3000/08/L5-6/ES2 - - A B
EROSION & SEDIMENT CONTROL DETAILS S3000/081L5-61ES3 A B
DRIVEWAY LAYOUT PLAN & NOTES S3000/O8/L5-6/ROt A B
DRIVEWAY DETAILS & NOTES S3000/08/L5-6/R02 A B
DRAINAGE PLAN & NOTES S3000/08/L5-61D01 A 8 C
DRAINAGE DETAILS S3000/08/1_5 /D02 A B
RAINWATER HARVESTING TANK DETAILS S3000108/L5-6/D03 - A B C
STORMWATER CATCHMENT PLAN S3000/08/L5-6/D04 - A
DISTRIBUTION REGISTER COPIES / REASON FOR ISSUE
SUNSHINE COAST REGIONAL COUNCIL (NOOSA)
CAPE BOUVARD (GARY GODFREY)
A - Approval B -Building Approval C For Construction P - Preliminary Electronic Copy
R - Revision T - For Tender X - Information # - Denotes A3
Practice Manual Page 1 of 1 Form No F08/011
Page 4
PR?OPosi jU xI^1J^ Development Counter
Il
a t S' ^ ,1RE1Tr j jOSR N iO O 6A
G--, WSJ 2 7 MAY 2011
CONJ TII; RACTJ N 83000108
Maroochydore
for C4 P ^ OUVARD P1 ^,^Y L1.JD
Job'SWOO DRAWING SCHEDULE MAY 2108
DWG 1 I^ DESCRIPTION
L01 ! OVERALL LAYOUT PLAN & DRAWING SCHEDULE
ES1 EROSION & SEDIMENT & EARTHWORKS PLAN & NOTES
ES2 EARTHWORKS TYPICAL SECTIONS
ES3 EROSION & SEDIMENT CONTROL DETAILS
DRIVEWAY LAYOUT PLAN & NOTES
R2 DRIVEWAY DETAILS & NOTES
D01 DRAINAGE PLAN & NOTES
D02 DRAINAGE DETAILS
D03 DRAINAGE SWALE DETAILS
qµ rSTORMWATERCATCHMENTPLAN
LOCALITY PLAN
NOTE: ONLY DRAWINGS MARKED'FONCONSTRUCigWANDBEARING ANORIGHy.S IGNATURE SHALL BE USED FOR PURPOSES. Design: SH PROJECT DRAWINGTITLE-
rATEPROFESS I ONAL ENGINEERS PTYLTO
Date:
FOW OVAL
NOUCTION
D rawn: JR
MA
jj TA&T E AB.N.28 086 262 035
39-45 First Avenue, olaba, eba
PO Box 1092, MoWoolaba, OLD, 4557
Tat(07)54575300Fax(07)547761
PROPOSED UNIT DEVELOPMENT
at LOT 5 SERENITY CLOSE
OVERALL LAYOUT PLAN & DRAWING SCHEDULE
DRAWING No
ssooorosrLS srLO1
Rev s on
B
Checked: ... EmaB:engineersQmm.nelau
Y NZJ PEVISEC AW yYL YC I
.... ^1.....
eWm AHD
PROFESSIONAL ENGINEERS :
Weh:N rMww.mm.netau for CAPE BOUVARD PTY LTD m,
r .a °' n `°" ix,a
P M
Ai i
° °' M u e h^ m p-,
847 perOH o di P I.. w Igy
l iar - N I1MY Ip prtl rnm.thn T- Pnd.a Mi
REV DATE , DESCRIPTION By ^ CHNO -
Al SHEETSIZE .: vhu[ ^1x oo n n ] a+= n'vi rm s. ,..;; ,m;i Council ReY. caon.w.m<<, ilwvId b. mo rm, P, r(,...,. c».,
Page 5
LEGEND
INDICATES EXISTING SEWER RETICULATION
HABITAT PROTECTION FENCE TO BE ERECTED PRIOR TO INDICATES SITE BOUNDARY
J `^ \ COMMENCEMENT OF CLEARING WORKS PROVIDE SIGNAGE AT INDICATES EXISTING KERB & CHANNEL
I I
50m SPACINGS' ECOLOGICAL RESTORATION AREA • NO ACCESS
INDICATES SILT FENCE
1 I ^ ^ INDICATES PROPOSED EARTHWORKS CUT AREA
------- ALL WORKS TO BE CARRIED OUT IN STRICT ( )
---------------------- ACCORDANCE WITH APPROVED SETTLERS INDICATES CONSTRUCTION EXIT
------- COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMPI) INDICATES PROPOSED CBR15 BUILDING PLATFORM AREA
(
DATED 21 JULY 2005 BY WBM OCEANICS.
I I INDICATES EXISTING TELSTRA RETICULATION
IL I -ENH- INDICATES EXISTING OVERHEAD POWER
--330 INDICATES EXISTING CONTOURS
I 7 1 , I
- - - -- INDICATES BASEMENT WALLS
`'c - - - - - --- - Y
1 lY`y 1 I
- °,?a":•? -' ^` X
\X LOTS
LOT 7
BUILDING PAD RL 17.80
(FFL 18.00) BUILDING PAD RL 17.80
(FFL 18.00)
EXTENT OF BASEMENT WALLS
-ON h '_ / h I
P
1 I
HABITAT PROTECTION FENCE TO
BE ERECTED AROUND DRIP LINE
I 1
OF TREES TO BE RETAINED
EXISTING SHEET PILING TO
REMAIN IN PLACE UNTIL
BASEMENT CONSTRUCTION &
BACKFILL COMPLETE.
PROVIDE CONSTRUCTION - PROVIDE SILT FENCE - REFER
ACCESS REFER DETAIL
DETAIL
PROVIDE CONSTRUCTION
ACCESS - REFER DETAIL
SLAB LEVEL
FLOOR SLAB & BEDDING SAND
EARTHWORKS LAYOUT PLAN (NOM
it X
150mm CBR15 MATERIAL
(REFER NOTES)
SITE PREPARATION NOTES: NOTE:
FOLLOWING BULK EXCAVATION AN APPROVED CBRI5 MATERIAL SHALL BE IMPORTED TO
CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK PLATFORM TO BE COMPACTED ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO
TO 95% MOD ISTOI AS1289 El I CONSTRUCTION ANY DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT EARTHWORKS LEVEL SETOUT DETAIL
THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER ANY LOOSE SUBGRADE SHALL BE CONTRACTORS EXPENSE
EXCAVATED AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD SCALE 110
BELOW
FILL FOR BENEATH THE SLAB SHALL BE GRANULAR SOUND MATERIAL, FREE OF WI'Y ORGANC
MATTER OR ANY MATERIAL THAT WILL NOT FORMA STABLE FILL EARTHWORKS NOTES: SHEET PILING NOTES:
PLACED IN 200mm MAX LAYERS AND COMPACTED IN CASE OF COHESNE MATERIAL TO A DRY I THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED • ALL TEMPORARY AND PERMANENT SHEET PILING To BEDESKILO..DOCUMENTED NOCERTIEDBYTHESHEET
DENSITY RATIO OF 95%OF THE MAX DRY DENSITY AS DETERMINED BY TESTS E2.1 OF AS1289IN ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE PILING CONTRACTOR
CASE OF COHESIONLESS MATERIAL TO A DENSITY INDEX OF 75% AS DETERMINED BY TESTS E6 I OF THE SITE. • ALL SHEET PILING, WHALERS, GROLNCANCHORSETC TO BE OESIGNEDINACORDANCE WITH THE RELEVANT
OF AS1289 2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR AUSTRALIAN STANDARDS, LOCAL AUTHORITY REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND
ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIALS ANGLE OF REPOSE OR SHOREDVA FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FORTFEATMENT SAFETY ACT
SHEET PILING OR OTHER APPROVED METHODS. DETAILS • DESIGN LOADS DUE TO RETAINED SOIL. GROUND WATER ADJACENT STRUCTURES 8 SERVICES. SURCHARGES.
SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION PRIOR TO 3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996 0 S 10 15 20 25m CONSTRUCTION TRAFFIC ETC ARE TO BE DETERMINED BY THE SHEET PILING CONTRACTOR IN LIASON WITH THE
FOOTING CONSTRUCTION 'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS' I I I GEOTECHNICAL CONSULTANT
LEVEL ONE III SUPERVISION AND TESTING • ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING CONTRACTOR ANY DAMAGE CAUSEDTO
4 ALL AORK'S TO BE COMPLETED IN ACCORDANCE WITH TATE PROFESSIONAL SCALE 1250 Al EXISTING SERVICES BY SHEET PILING OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR
ENG,NEERS STANDARD SPECIFICATION • THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION DAMAGE OR OTHER
DEGRADATION OF ADJACENT STRUCTURES. SERVICES ETC DUE TO SHEET PILING OPERATIONS ANY SUCH
DAMAGE INCURRED IS TO BE RECTIFIED AT THE SHEET FILING CONTRACTORS EXPENSE
NOTE:g&YDRAWNGSMAREDFORCONSTRUCTIO`ANDBEAWON1ORIGIALSGATLESHALLBEUSEDFORCONSTRUCTIONIRIAPOSES Design: sH PROJECT DRAWING TITLE
TATE PROFESSIONALENG9fERSPTYLTD
Drawn: wR EROSION & SEDIMENT & EARTHWORKS PLAN & NOTES
FOR AP OVAL Dab: MAv AB.N.28 086 262 035
PROPOSED UNIT DEVELOPMENT
H<m:IrN
••... PROFESSIONAL ENGINEERS
ml E 3 945
BoxFirs
Tel;
1 t Avenue
Box 1092
2.
.
, Mabs. OLD
lool 7
53W Fax 7x77 610 t LOT 5 SERENITY CLOSE
Emai:[email protected]
°RAWINGNO S3000/08/15-61ES1
.. ,. ..., _.. ... .. ..
R.
Id
Shoo
...,,..
ORE vu .. . . . .....
web: ntpVMww.tWeLneLau
for CAPE BOUVARD PTY LTD
NTY a° - xscurran In 'Ko wPEa
Al SrIEE'SQE Cane Ref
D um x
Page 6
08^ BUILDING
TEMPORARY BASEMENT BASEMENT
CONSTRUCTION N.S.L. PLATFORM RL 17.80 PLATFORMRL 17.80
PLATFORM RI VARIES
I EXISTING BATTER
QI
SECTION
SECTION SCALE I15(A1) BSI
SCAIF I O Al)
ANCILLARY
BUILDINGS RL 2100
O6 BUILDING BUILDING X0
EXISTING BATTER EXISTING BATTER
1^ BASEMENT
BASEMENT
PLATFORM RL 17.80
PIAFCRM Rl 17,80
SECTION SECTION SECTION
NOTE: ONLY DRAWINGS MARKED *FOR CONSTRUCTIONADBEARING ANORIGINAL SIGNATURE SHALL BEUSED FORCONSNUCigNR1RPOSES. Design: SH PROJECT DRAWING TITLE
TATEPROFESSIONALENGINEERS PTI'LTD
Drawn: JR EARTHWORKS TYPICAL SECTIONS
FORA PROVAL Date: MAV
.N. 28 venue,
262 5
PROPOSED UNIT DEVELOPMENT
Xa^l,
NO T F
^
ONSTRUCTION
C hocked: ...
^
...
TAXTE A- d5 First A
395 Avenue, Mooloolaba
PO Box 1092, Mooloolaba, OLD, 4557
Tel(07)54575300Fax(07)54776100
Email: [email protected]
at LOT 5 SERENITY CLOSE DRAWING NO.
S30001081L561ES2
. . ``
. ...
Revision
B
Sheet
2 of 3
f°T°°°^
al ex ®TOSUrecrommasowaosrzaome APPROVAL Damn AHD PROFESSIONAL ENGINEERS
P web: httpllwxw.tate.netau for CAPE BOUVARD PTY LTD p ^nI<_^, ^om
d 1 1 : { Ill 1 II I wI p p.r l r renvm •IAi n T v.' P-d-,
REV GATE DESCRIPTION BY CHMC RWO- 4784 At SHEET SIZE 17L1111 'zt *
- r ,mlcsssernw, 'E -,: Cou nal Ref: :I .n^vllrnry r,. Jori lr b f Mate Yn.lrs G6aHre
I
Page 7
SPILL THROUGH WEIR AT LOW POINTS
AND 3om CENTRES
SILT FENCE BY SEDIMENT FENCE LENGTH AS REQUIRED
GEOFABRICS BY GEOFABRICS 81
SILT FENCE BY WIDTH AS REQUIRED
GEOFABRICS
xs I N.S L
N.SL. NSL
vm"I 200 MIN
1200 MIN POSTS AT 3m CENTRES WITH WIRE -
NOTE CUTOFF DRAIN I SECTION MESH BACKING or 2m WITHOUT ALL
SILT FENCES TO BE PLACED AT 50m REFER DETAIL 3 No STAR..
PICKETS POSTS DRIVEN 600mm INTO GROUND
CTS ALONG CUTOFF DRAINS AND AT
CONCENTRATED DRAINAGE
OUTLETS AS DIRECTED ON SITE BY
SUPERINTENDANT
SPILL-THRU WEIR - SILT FENCE SILT FENCE
SCAT F 1 SO SCALE 150
SEDIMENT & EROSION CONTROL NOTES
ALL SEDIMENT & EROSION CONTRDI DEVICES ARE TO BE INS'AI i ED IN ACCORDANCE
WITH THE: E ALJST SOIL EROSION & SEDIMENT CONTROL MANUAL AS OE TAILED CN
THIS PLAN OR AS REQUIRED FOR COMPLIANCE WITH THE REQUIREMENTS OF THE
ENVIRONMENTAL MANAGEMENT PLAN.
2 THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT EROSION CONTROL
DEVICES ARE INSPECTED & MAINTAINED AS FOLLOWS
(A) DURING CONSTRUCTION
(i) DAILY DURING DRY WEATHER
O PRIOR TO PREDICTED STORM EVENTS
(I) TWICE DAILY DURING PROLONGED RAIN
(x) DURING AND AFTER MAJOR STORM EVENTS
(B) DURING DEFECTS LIABILITY PERIOD
ALL WORKS TO BE CARRIED OUT IN STRICT
(i) WEEKLY DURING DRY WEATHER
(i) PRIOR TO PREDICTED STORM EVENTS ACCORDANCE WITH APPROVED SETTLERS
(ii) TWICE WEEKLY DURING PROLONGED RAIN COVE NOOSA RESIDENTIAL HIGH DENSITY
(iv) DURING AND AFTER MAJOR STORM EVENTS ENVIRONMENTAL MANAGEMENT PLAN (EMPI)
DATED 21 JULY 2005 BY WBM OCEANICS.
1 THE CONTRACTOR IS TO CONSTRUCT AN EN TRWEXIT SEDIMENT TRAP AS DETAILED
PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS
4 ALL STOCKPILES TO BE TEMPORARILY GRASSED B GRADED 10 ENSURE CONTROL OF
RUNOFF ALTERNATIVELY SEDIMENT FENCES TO THE DOWNSTREAM FACE OF
STOCKPILES ARE TO BE INSTALLED. WITH CUTOFF DRAINS UPSTREAM
5 ROUGHEN ALL SURFACES PRIOR TO TOPSOIL PLACEMENT ROUGHENING TO CONSIST
OF LATERAL (90- TO SLOPE) GROOVES 100mm DEEP AT 2m MAX SPACINGS.
Construction Site 6. ROUGHEN ALL SURFACES PRIOR TO TOPSOIL PLACEMENT ROUGHENING TO CONSIST
Cattle and 3.Om NOM width OF LATERAL (90- TO SLOPE) GROOVES 100mm DEEP AT 2m MAX SPACINGS.
set 300mm above ground
7. ALL EXPOSED SURFACES, ONCE COMPLETED SHALL BE IMMEDIATELY STABILISED TO
PREVENT EROSION. ROUGHEN SURFACE BY FORMING LATERAL GROOVES 50mm DEEP
NOTE AT 1 -MAX SPACINGS AND Sm MAX LENGTHS
Contractor to provide a wash
down facilry in conjunction 8. SEDIMENT & EROSION CONTROL DEVICES (OTHER THAN THOSE ALREADY SHOWN) TO
with the proposed cattle grid- BE INSTALLED WHERE NECESSARY & AS DIRECTED ON SITE BY THE
SUPERINTENDENT
9. SEDIMENT & EROSION CONTROL DEVICES ON THIS PLAN ARE INDICATIVE ONLY IT IS
75-100mm J THE RESPONSIBII ITY OF THE SHF MANAGER 10 ENSURE THAT THE INTENT OF THIS
CRUSHED ROCK PLAN AND THE FNVIRONME N TAL MANAGE Mi. N I PLAN ARE COMPLIED WITH
10. EROSION AND SEDIMENT CONTROL DEVICESSTRATEGIES TO BE COMPLETED PRIOR
TO DISTURBANCE OF THE SITE, AND SHALL REMAIN IN PLACE UNTIL PERMANENT
WORKS ARE COMPLETE AND CATCHMENT VEGETATION IS ESTABLISHED (75%GRASS
CONSTRUCTION EXIT COVER MINIMUM)
11. AREAS O'NURh;'rIIIHEQUIREDISTURBANCE OFSOIL SHALL BEKEPT TOA
MINIMUM 'C LM' w__XPOSURE OF SOIL TO RAINDROP IMPACT AND OTHER FORMS
OF WINO r:RUY^n-E^' EROSION
12 ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE PROFESSIONAL
ENGINEERS STANDARD SPECIFICATION
NOTE: OFMYDRAWINGSMARKED TORCONSTRUCTIN*AN)9EARNGANORU,IMLSKRIATLIESFWLBEUSEDFORCONSTRUCTION POSES Design: SH PROJECT: DRAWING TITLE
TATEPROFESSIONA L ENGINEERSPTYLTD
Drawn .R EROSION & SEDIMENT CONTROL DETAILS
FOR ATP: PROPOSED UNIT DEVELOPMENT
AB.N.2bONM035
TAT E
Date MAr
NCT FOR cq+ R ..,p+ PO B
Broc109 Mod oli OLD, 4557 II
Tel(07)54575300Fax(07)547761 00 at LOT 5 SERENITY CLOSE
DRAWING No S300010815-67ES3 B 3 a 3
Checked:
< =+w..
e ±h
PROFESSIONAL ENGINEERS wre n lau for CAPE BOUVARD PTY LTD ' .. ,. • .. ^. tH
..^r.' " ,. IhAfC' VAl DeNm Al()
vw DA-F CFSnbPIOA In c.M-;: APta 4784 Al SHFE T SILE ..• .. • .ss... s_ •-_ . Covrc,IRd
Page 8
BASEMENT GPTIOIL ARRESTOR TO
HYDRAULIC CONSULTANTS DETAILS.
GENERAL NOTES:
125mn DRIVEWAY SLAB 1 NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
SLS2 40 TOP COVER
TYPICAL (U NO) SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE 1
DOWEL SOCKS IS TO LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
R1A GALVANISED DOWELS
MANUFACTURERS SPEC
)000 LONG) AT 450 CTS
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATI
AND LEVEL OF ALL EXISTING SERVICE UTILITIES, THE CONTRACTC
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES
2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY
ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC PRIOR
F BACKFILLING ALL SURVEY TO BE CARRIED OUT BY A LICENCEO
SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER.
Y SAmm (CBR15) 3 SURFACE LEVELS SHOWN ARE INTERPOLATED FROM ASPOT LEVI
SURVEY. THEREFORE DESIGN LEVELS BASED ON THIS INFORMATI
MAY BE VARIED BY THE SUPERINTENDENT ON SITE
TYPICAL DOWEL CONSTRUCTION JOINT DETAIL
ROADWORKS NOTES:
-911 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IFWEA
/ - - - ALL WORKS TO BE CARRIED OUT IN STRICT NOOSA SHIRE COUNCIL d MAIN ROADS STANDARD DRAWINGS
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY 2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
ENVIRONMENTAL MANAGEMENT PLAN (EMP1) LANDSCAPE ARCHITECrs DESIGN DRAWINGS.
DATED 21 JULY 2005 BY WBM OCEANICS.
3. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN
ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT PLAN. A
SPECIFIED IN DWGS ESCO1- ESC02 & AS DIRECTED ON SITE BY
INDICATES LINE OF SUPERINTENDENT
RETAINING WALL TO -- BUILDING OVER
4 ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DF
STRUCTURAL ENG.
DENSITY RATIO (M DD R,) OF 100%STD.
DETAILS.
5 ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERS A!
CHANNEL AS PER IPWEAQ STANDARD DRAWING R 0160 U.N.O.
6 WHERE CONCRE I E DRIVEWAYS ABUT KERB & CHANNEL, THE
CONTRAC I OR IS TO CONSTRUCT A CROSS-OVER IN ACCORDANCE
WITH NOOSA SHIRE- COUNCII STANDARD DRAWINGS
SERVICE 7 PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
FOOTPATHS (IF REQUIRED).
VEHICLES
RETAINING WALL TO 8 ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE
Gam-6pm STRUCTURAL ENG. DETAIL .
PROFESSIONAL ENGINEERS STANDARD SPECIFICATION.
9 ROADWORKS AND DRAINAGE SET-CUT INFORMATION IS AVAILABLE
FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY TATE
SIGNAGE NOTES: PROFESSIONAL ENGINEERS HOWEVER TATE PROFESSIONAL
• PROVIDE CLEARLY VISABLE SIGNAGE TO ADVISE VISITORS ENGINEERS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT
THAT VISITOR CAR PARKING SPACES ARE PROVIDED WITHIN FROM THE DATA PROVIDED CONTRACTOR SHOULD CONFIRM THE
BASEMENT CARPARK AND TO CONTACT THE MANAGER OR CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA
UNIT THAT THEY ARE VISTIING VIA THE INTERCOM TO GAIN PROVIDED ON THESE DRAWINGS
ACCESS TO USE THE PROVIDED SPACES
FOX ENVIRO BPT600 • ALL LINEMARKING IN ACCORDANCE WITH M,U.T.C.D.
OILIGREASE ARRESTOR SL
20.95 IL 20.35 REFER DWG D02
FOR DETAILS
I
125 Alm AL: .C:.i i+C
LEGEND
SLTOP i C 7SMPA
PROWU ,5,S S AS ^In9AL CN PLAN INDICATES EXISTING STORMWATER
INDICATES EXISTING TELSTRA RETICULATION
INDICATES EXISTING OVERHEAD POWER
INDICATES EXISTING SEWER RETICULATION
INDICATES EXISTING KERB & CHANNEL
VISITORS INDICATES SITE BOUNDARY
ONLY INDICATES STORMWATER DRAINAGE
•33.70 INDICATES FINISHED PAVEMENT LEVEL
33 70 INDICATES EXISTING LEVEL
PAVEMENT DETAIL. BJ INDICATES BOLSTER JOINT . REFER DETAIL
NEW 6.Om WIDE CONIC DRIVEWAY INDICATES DOWELLED CONSTRUCTION JOINT- REFER DETAIL
CROSSOVER INACCORDANCE WITH
N S.C. STD DWG No 9002 NDICATES PROPOSED FOOTPATH AREAS
(REFER LANSCAPE ARCHITECT FOR COLOUR & FINISH)
INDICATES PROPOSED CONCRETE DRIVEWAY AREA
)REFER LANSCAPE ARCHITECT FOR COLOUR & FINSH)
DRIVEWAY LAYOUT PLAN
NOTE: ONLY DRAWNGSMNUdll TORCONSTRUCTION'ANDBEARINGAN ClII P&SXNA1ATESHALLBEUSEDFORC01SIW1CTDIPIAPOSES Design: SH PROJECT DRAWING TITLE
TATEPROFESSIONAL ENGNfERSPTYLTO
Drawn: JR DRIVEWAY LAYOUT PLAN & NOTES
FOR AP ROVAL Dale: MAY AB.N.28 086 262 035
PROPOSED UNIT DEVELOPMENT
T,^.
het ed:
....
ml E 3945 FYW Avenue, MooWahe
PO Box 1092. MoolDdaha, OLD, 4557
Tel)07)545753ooFax(07)547761
Ernail: neLaM
at LOT 5 SERENITY CLOSE DRAYANG Hb
S 3000108 / L5-6/RO1
n 1
B I sI 2
_ 'awrAVaacAC.
..
. .CoRECTORA .1VAL . Datum AHD
PROFESSIONAL ENGINEERS Web: ttpiaww.Taoe .necau for CAPE BOUVARD PTY LTD i k
RLV DAR iv fre.U RPES 4784
DESCRIP 7)N AT SHEET SIZE Courcd Rd
Page 9
REINFORCED CONCRETE NOTES:
GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS
DRIVEWAY CROSSING NOTES: AS 3600'SAA CONCRETE STRUCTURES CODE'.
1 EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CONCRETE DRIVEWAY TO BE 150mm THICK EXCLUDING ANY FINISH TREATMENTS IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
EG. STAMPED CONCRETE FINISH.
AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS)
3. CONCRETE SURFACE TOLERANCE TO BE , OVER 3 METRE SECTIONS. AS 3583 1,23.8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS
4. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600.
MATERIALS FOR USE WITH PORTLAND CEMENT.
5. REINFORCEMENT FABRIC TO AS 1304,50 TOP AND EDGE COVER, LAP FABRIC 250
AS 35821 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND
NEW 60• WICF CONC 6. APPROVED MATERIALS FOR CONSTRUCTION '-CONCRETE OR ASPHALT,
DRIVEWAY CROSSOVER CEMENT- FLY ASH.
7- EXPANSION JOINTS TO BE 10MM WIDE, FULL DEPTH CLOSED CELL CROSS LINKED
INACCOROANCE WITH N S C AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.
SID DWG No 9002 POLYETHYLENE FOAM (85-150 KG/AP) OR COMPRESSED GRANULATED
AS 1302 STEEL REINFORCING BARS FOR CONCRETE.
CORKBOARD, INSTALLATION TO MANUFACTURES' INSTRUCTION.
AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.
8 ALL DIMENSIONS IN MILLIMETRES EXCEPT PROHIBITED LOCATIONS OF DRIVEWAYS PLAN.
AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE.
AS 3972 PORTLAND AND BLENDED CEMENTS.
10- ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO AS 1379 READY-MIXED CONCRETE (METRIC UNITS)
CONSTRUCTION ANY DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT PART 1 CONCRETE AGGREGATES
AS 2758
CONTRACTORS EXPENCE.
AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE
AS 3610 FORMWORK FOR CONCRETE.
DRIVEWAY PLAN
N.T S. SUPPLY:
CONCRETE CROSSOVER DETAILS • ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NOON SITE
BATCHING IS ACCEPTABLE.
• MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
1000 150mm CONCRETE SLAB (Fc=32MPa), SL82 MESH WITH BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
• ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
40 TOP COVER on COMPACTED WORKING PLATFORM. AUSTRALIAN STANDARDS.
BACK OF BARRIER KERB DOWEL JOINTS AS SHOWN ON DWG R01 • ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
AND CHANNEL • ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
• ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.
• ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE ALL REINFORCEMENT IS TO COMPLY WITH THE
REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
• ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
1500.001 I
COATINGS WHICH MAY IMPAIR BOND TO CONCRETE
• ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
DRIVEWAY CROSSOVER INACCORDANCE WITH N.S.C. STD DWG No 9002
CONCRETE FOOTPATH DETAILS
FORMWORK:
BARRIER KERB & CHANNEL - BREAKOUT • ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER PLYWOOD
OR STEEL FORMS.
SCALE 1:10 (Al) 100mm CONCRETE SLAB (Fc=25MPa), SL72 MESH WITH • ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510.
40 TOP & SIDE COVER COMPACTED SUBGRADE (100% • REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE CLASS B
FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
STANDARD COMPACTION) • ALL TEMPORARY FORMWORK. FALSEWORK. PROPPING. BRACING. TO BE DESIGNED AND CERTIFIED
BOLSTER JOINTS AT 3m cts, DOWEL JOINTS AT 6m cts & BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
EXPANSION JOINTS AT 12m cts (MAX) • ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
WATERPROOF MEMBRANE
TRANSPORT:
4.5m • ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS
4.6m 6.7m 2m 14.1m 13.8m
• CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHINGMAYBE REJECTED A'Tr,L NGIMELFSCiSCRETION.
3.5m 2.5% 3% 8% 165%(I n60)
20% (1 in 50) (1 in 12.5)
PLACEMENT, COMPACTION AND FINISHING:
• CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL'CHUTING' NO MORE THAN 3M, CONCRETE PUMPING OR
1Y00 EVEL 1 RL 21.50 KIBBLING.
RL 21.10 • UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF VIBRATORS.
• ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN SUCH A
MANNER AS TO AVOID'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR
FOX ENVIRO BPT600 OIDGREASE AS INSTRUCTED IN WRITING BY THE ENGINEER
ARRESTOR SL 20.82 IL 20.10. REFER • ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
DWG D02 FOR DETAILS. • SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, DIRECTLY
BA EMENT RL 18.00 AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
• ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND BREAKS,
CONCRETE DRIVEWAY DETAILS ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT DRY OR WINDY
DRIVEWAY PROFILE CONDITIONS
• ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
125mm CONCRETE SLAB (Fc=32MPa), SL82 MESH WITH SCALE 1100 (Al) • BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING
40 TOP COVER on COMPACTED WORKING PLATFORM. • ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE.
• NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER
DOWEL JOINTS AS SHOWN ON DWG R01.
TESTING:
ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
SLAB ON GROUND THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
SL82 TOP 40 COVER PC = 25 MPA 6.1m MIN. MANUFACTURER'S QUALITY ASSURANCE PROGRAM.
RETAINING WALLS TO
PROVIDE JOINTS AS SHOWN ON PLAN A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG.
0.3m 5.5m MIN. 0,3m STRUCTURAL ENG. DETAILS. COLUMNS, FOOTINGS, ETC)
It p (BUILDING WORKS) A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE CAST ON ANY
GIVEN DAY
A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m' OR PART THERE OF CAST ON A GIVEN
DAY FOR EACH STRENGTH GRADE.
• ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE
TEMPORARY BATTER
53 150mm (CBR15) • IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TAKEN AFTER
WORKING PLATFORM THE ADDITION OF WATER.
CURING:
SECTION
• ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
CALE 1100 (Al)
(A1) ^m • CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
200 UM VISQUEEN
• GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS.
CONTINUOUS WATER PONDING
DRIVEWAY PAVEMENT DETAIL COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
SCALE 1:10 (Al) APPLICATION OF AN APPROVED CURING COMPOUND
NOTE: ONLY DRAWINGS MEOWED 'FORCONSTRUCTNkfANDBEARINGANORIGNALSIG ATURESKNLBEUSEDFORCONSTRUCTIONPURPOSES. Design: SH PROJECT DRAWING TITLE:
Drawn: JR TATE PROFESSIONAL ENGINEERS PTY LTD
A.B.N. 28086262035 DRIVEWAY DETAILS &NOTES
FOR AP RVAL Dale: RAY PROPOSED UNIT DEVELOPMENT
NOT FOR C ?
IMATE 39.45 First Avenue, Mooloolaba
PO Box 1092, Mooloolaba, OLD, 4557
Tel 07 545753DOFax 07)
Email:
( 5477
Inee [email protected]
at LOT 5 SERENITY CLOSE DRAWINGNo
Th, I-
R02
R Revision
-11h
Sheet
r
'R o mw^^ w[raOAw
^^>r^ ^y^ R
Datum AHD PROFESSIONAL E GINEERS (
web;N u
hvww.tate.neta for CAPE BOUVARD PTY LTD nl o
REV DATE DESCRIPTION IT' CHKO
t
a^
VAIW6 VA -L
A, sHEETSIZE ._w°' >m•aissx; 'r tun lrtm-xar; Council Ref
1L5 B ^ ^2
Page 10
GENERAL NOTES:
1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE TO
cove
LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
HABITAT PROTECTION FENCE TO BE ERECTED PRIOR TO ID'°'°"
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
COMMENCEMENT OF CLEARING WORKS PROVIDE SIGNAGE AT
AND LEVEL OF ALL EXISTING SERVICE UTILITIES THE CONTRACTOR
50m SPACINGS" ECOLOGICAL RESTORATION AREA - NO ACCESS
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES
2 THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
ALL WORKS TO BE CARRIED OUT IN STRICT ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO
STAGE 1 ACCORDANCE WITH APPROVED SETTLERS BACKFILLING ALL SURVEY TO BE CARRIED OUT BY A LICENCED
COVE NOOSA RESIDENTIAL HIGH DENSITY SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER.
ENVIRONMENTAL MANAGEMENT PLAN (EMPI)
3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL
DATED 21 JULY 2005 BY WBM OCEANICS.
SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
MAY BE VARIED BY THE SUPERINTENDENT ON SITE.
RIP 1a STORMWATER NOTES:
SWALE 1 - REFER DWG
RIP lb D03 FOR DETAILS. 1. ALL PIPES ARE HOPE U N.O.
R Ic
SWALE3-REFER DWG n 2. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE
D03 FOR DETAILS. N PROFESSIONAL ENGINEERS STANDARD SPECIFICATION.
3. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
I AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
n
40,000L MIMIMUM RAINWATER PROVIDED BY TATE PROFESSIONAL ENGINEERS. HOWEVER,
U
HARVESTING TANK PLUMBED TO TATE PROFESSIONAL ENGINEERS ACCEPTS NO
IRRIGATION SYSTEM. DISCHARGE RWHT RESPONSIBILITY FOR INCORRECT SETOUT FROM THE DATA
OVERFLOW TO R.I.P. PROVIDED. CONTRACTOR SHOULD CONFIRM THE CORRECT
COORDINATES WITH THE MANHOLE SETOUT DATA PROVIDED
ON THESE DRAWINGS
GROUND FLOOR
(FFL 21.5) GROUND FLOOR
(FFL 21.5)
ROOFWATER DRAINAGE TO
ROOFWATER DRAINAGE TO HYDRAULICS CONSULTANTS
HYDRAULICS CONSULTANTS
NOTE:
DETAILS.
ALL BASEMENT & CARPARK STORMWATER TO BE
DETAILS. COLLECTED IN A SUMP & PUMPED TO DISCHARGE
40,000L MINIMUM RAINWATER
HARVESTING TANK PLUMBED TO OVER A'FOX BPT600' GROSS POLLUTANT TRAP PRIOR
TO CONNECTION TO R.1 P.'S. BASEMENT & CARPARK
.
DRAINAGE DETAILS TO HYDRAULIC CONSULTANTS
(^ ,W'I __-_' OVERFLOW TO R.I.P. SPECIFICATIONS
RWHT
NOTE:
REFER TO HYDRAULIC CONSULTANTS DETAILS FOR
ALL DOWNPIPE & STORMWATER CONNECTIONS
FOX ENVIRO BPT600
(PLUMBING & DRAINAGE APPROVAL
OIIJGREASE ARRESTOR SL
20 95 IL 20.35. REFER DWG
D02 FOR DETAILS.
-
LEGEND
SWALE 4 - REFER DWG -D INDICATES EXISTING STORMWATER
D03 FOR DETAILS
-T INDICATES EXISTING TELSTRA RETICULATION
EIOH INDICATES EXISTING OVERHEAD POWER
INDICATES EXISTING SEWER RETICULATION
INDICATES EXISTING KERB & CHANNEL
INDICATES SITE BOUNDARY
INDICATES STORMWATER DRAINAGE
INDICATES ROOFWATER LINE TO HYDRAULIC CONSULTANTS DETAILS
INDICATES SWALE - REFER DWG D03 FOR DETAILS
SCALE 1:250 Al
NOTE: ONLY DRANNGS MARKED 'FOR CONSTRUCTION' AND BEARING AN ORIGINIiI. SIGNATUR E SHALL BEUSED FORCONSTRUCTION PURPOSES Design: sH PROJECT: DRAWING TITLE
TATE PROFESSIONAL ENGINEERS PTY LTD
JH DRAINAGE PLAN & NOTES
FOR A P OVAL Drarevwmn: AaY704 A.B.N. 28 086 262 035
PROPOSED UNIT DEVELOPMENT
b X01 ^v
aa^'
€aacreolsaaelcn
o TO ,AE^m MOU
R
HOI FOR
.
RUCI ION
Ch eck e d : ...
mlmAlol E
PROFESSIONAL ENGINEERS
39.45 First Avenue, M
PO Box 1092, Mookwlaba
ET(0c0 :en 54
,
aba, OLD
OLD 4557
s 5e' ^^e nc 0 na 54 77
6, at LOT 5 SERENITY CLOSE DRAW I NG No
,
S3000!08/LS6/D01
r in o :-.r °1
Revison
c
u. n r.
Id3
ed °, m
i50TAE BqAEIFNfi0X9°LVNI£9 Gx,E APPRCVAI Datum A 't'
W e b : htn p d2w,w.tate.netau for C APE B OU VA RD P T Y L T D ''
»,A,C^ 7" -1 r,al^rn, Irx,mi,IM^hml lr^p-
i°,e Polr v+n°I
REV DATE DESCRPYION BY CHAT APED 47&1 Al SHFFTSIT CouncdRet ^n.a„n..+ r,.i r...
Page 11
900sq TYPE 0 GALVANISED
GRATE FIX WITH 2IM12 515
BOLTS
SURFACE LEVEL VARIES REFER TABLE
CONVERTOR SLAB & RISER p
TO MANUFACTURERS SPEC.
8
7
HOPE INLET PIPE TO HYDRAULIC
CONSULTANTS DETAILS, 2x1500 SLOTTED UPVC
BALANCE PIPES WRAPPED IN
GFOFABRIC SOCK LAID FLAT
REMOVABLE BIDIM A14
GEOFABRIC FILTER. WEIGHT
WITH ROCK SPALLS,
8
8 i
0
75mm BASALT ROCKSPALLS
WRAPPED IN BIDIMA14
GEOFABRIC,
RAPID INFILTRATION PIT DETAIL.
RIP TABLE
RIP DIA DEPTH SL
1A 1800 1800 1845
1B 1800 1800 18.45
1C 1800 1800 18.45
1D 1800 1800 1845
1E 1800 1800 18.45
2 1800 2000 20.70
3A 1800 1800 18.45
3B 1800 1800 18.45
3C 1800 1800 1 18.45
4 1800 1200 20.70
NOTE: ONLY DRAWINGS MARKED 011 CONSTRUCTION' ANDBEARING ANORIGINAL SIGNATUR E SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: SH PROJECT. DRAWING TITLE.
TATEPROFESSIONAL ENGWEERSPTY LTD
IDra": JR DRAINAGE DETAILS
FOR APPROVAL AB.N.28 086 262 035
PROPOSED UNIT DEVELOPMENT
TAX E
Date: MAY
39-45 First Avenue, Mooloolaba
NOT FOR "G-ION
PO Box 1092, MoobOlaba, QLD, 4557 Revision Sheet
DRAWING No
Checked:
Tel 5457 5300 Fax
(0 7) 5477 6100 at LOT 5 SERENITY CLOSE
( 07 ) S30001081L5 61002 B 2 of 3
Email: engineersQlete.netau
r sx ED ........ PROFESSIONAL ENGINEERS We b : h11 P 9M xw.tete.netau for CAPE BOUVARD PTY LTD
nn si Vnsu iuvn w wzo w a D CTO VAI Datum AHO
Nrm i r fit l or i w E rr` VI 1 II . l l p p l mma m .rlAn t'al - Irofnr w,l
REV DATE DESCRIPTION BY CHMD RPEO- 4784
O/)6^ Al SHEET SIZE ..r, oq ..1 . th• , mn asv, Council Rot "o r• ni °P n.ilw.ie e. rr.a.e no-
Page 12
LEVEL 1 RL 2100
HABITAT PROTECTION FENCE TO BE ERECTED
PRIOR TO COMMENCEMENT OF CLEARING
WORKS PROVIDE SIGNAGE AT 50m SPACINGS'
ECOLOGICAL RESTORATION AREA - NO ACCESS
1Dm MIN 2Om MIN
TURF LINED SWALE
COMPACTED
SAND BACKFILL.
RL 18.80 1003000 NOM ROCK
TURF BATTERS & BASE
BASEMENT RL 18.00 PLANTING THROUGH GEOFABRIC
0
TO LANDSCAPE ARCHITECTS
SPEC
GRADE TO OUTLET @ 1:200
MINIMUM.
2050 DIA SLOTTED LIPVC
BALANCE PIPES LAID FLAT.
TYPICAL SWALE I DETAIL TYPICAL SWALE 2 DETAIL
y SCALE 1: 20 (Al)
SCALE 1: 20 (Al) `\D0Y
SWALE 3 SIMILAR SWALE 4 SIMILAR
NOTE: O NLY DRAWINGS MARKED FORCONSIRUCTIOWANDBEARINGANORIG*LkSI;NATUR ESWILBEUSEDFORCONSTRUCTIONPURPOSES. Design: SH DRAWING TITLE:
TATEPR 80 8SIONALENGINEERS PTYLTD PROJECT:
Drawn: JR DRAINAGE SWALE DETAILS
FOR APPROVAL Date: MAY aB.N.2B6262o35 PROPOSED UNIT DEVELOPMENT
^ h^ 20 ^^c To C,s^,^
N0 T FOR C
P,;
rON
Checked:
-- TAT E 3945 First Avenue, Moolodabe
Teell(0)5457'5300
Email: tww
0Faz07)54777617
to.neL Lau
at LOT 5 SERENITY CLOSE
for CAPE BOUVARD PTY LTD
DRAWING r^
m. , c v. xu
S30001081L5 61D03
n x r myy n oK.
C
n d, . v
3 of 3
- e. ^, .,,
n__, ISwYeTO91
____ aoR^m2nswuaom
NOW f ,Ra "
s, ...
DiRe'T
..........
pROVAL Datum AHD
PROFESSIONAL ENGINEERS Web : : lulp: rnNww. ta te.ne t aD
+< a wM m -
y , a oft _ yr r n , u , c v ,_ n. „ n , rn uarav,„
-- REED
REV DATE DESCRIPTION ar CNKO 47^ At SHEET SIZE F'-.wuE SZroonseot^sn xr•_zw, imn uEr, Council Ref. ,,m,uqun„amma b, LrH,-Ta:,,rer,. ^,d ln, nKn
Page 13
HABITAT PROTECTION FENCE TO BE ERECTED PRIOR TO --
COMMENCEMENT OF CLEARING WORKS PROVIDE SIGNAGE AT
50m SPACINGS' ECOLOGICAL RESTORATION AREA - NO ACCESS
STAGE 2_ STAGEI
NOTE:
ALL ROOFWATER TO DISCHARGE TO
RAINWATER HARVESTING TANKS
REFER HDRAULICS CONSULTANT'S
PLANS FOR DETAILS UNDER SEPERATE
PLUMBING AND DRAINAGE APPLICATION
LEGEND
-0 INDICATES EXISTING STORMWATER
-T INDICATES EXISTING TELSTRA RETICULATION
EJCH INDICATES EXISTING OVERHEAD POWER
-S--- INDICATES EXIST INGSFWFRRFTICUTATION
INDICATES EXISTING KERB & CHANNEL
CA2 INDICATES STORMWATER DRAINAGE
TOTAL AREA =1891m' (T ,
IMPERVIOUS AREA = 526m' INDICATES ROOF CATCHMENT AREAS
ROOF AREA = 205m'
INDICATES SWALE - REFER DWG D03 FOR DETAILS
STORMWATER CATCHMENT & TREATMENT PLAN
NOTE: ONLYDRAWNGSIMPoEDEORWXSTRUCTKUN'ANDBEARING
GANORIG$ALSGNATURESHNIBEUSEDFORCONSTRUCIDNPURPOSES Design: SH PROJECT DRAWING TITLE
TATEPR 80 86262 3NGWEERSPTYLTD
Dnrn: JR STORMWATER CATCHMEN T P LAN
PREL (NARY Date: NAV
AB.N.2 086 262 035
3945 First Avenue, Moobolaba
PROPOSED UNIT DEVELOPMENT
NOT F SIRUCTIDN R., -. Sheet
PO Box 1092, Mododaba• OLD, 4557
t
Chedced : .
Tel(07)54575300Fax(07)547761 at LOT 5 SERENITY CLOSE DRAWING No s3oooioe/LO61D04 A 4d4
.... Email: engineers^0e.net.au m. n. r n - n v , n nn
'• • ^
•••-•- • ' AHFaovu Debxri AHD
PROFESSIONAL ENGINEERS We b : http JMwa.tate.neL u for C APE BO U VARD PTY L TD v s. a n e
wi w v.
n nn o i n
i.•rro r..d..
RfV MT $fApilpN eM CHxD RPEO 4784 AI SHEET SIZE u: wt.^s aa.; _^,^ rh. rom .a=: :ursxa- CowcoRd
Used in these records
Development Application - Part 3 of 3 - PlansRelated documentApplication case desk ↗
About this file
- File size
- 4.0 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.