Council archive · source document
Response to Information Request · OPW11/0196
Our Reference: S3000/L5&6/RF TATE PROFESSIONAL ENGINEERS PTY LTD
ABN 28 086 262 035
39 - 45 FIRST AVENUE, MOOLOOLABA QLD 4557
TIITE
P.O. BOX 1092, MOOLOOLABA QLD 4557 CIVIL ENGINEERING
PHONE IO'1 545% 511111 FAX t07 -,477 6100 STRUCTURAL ENGINEERING
215t September 2011 WEB www.tate.net.au EMAIL [email protected] PROJECT MANAGEMENT
SCRC CORRESPONDENCE
Sunshine Coast Regional Council
PO Box 141
60419535
I I[ I 1 1 '
TEWANTIN QLD 4565
Attention: Mr Mark Lewis
Dear Sir
RE: LOT 8 SP195871 SERENITY CLOSE, NOOSA HEADS
DEVELOPMENT PERMIT FOR OPERATIONAL WORKS
(ENGINEERING WORKS - ROADWORKS, DRAINAGE WORKS, STORMWATER
AND WATER AND SEWERAGE INFRASTRUCTURE)
COUNCIL REF: OPW11/0196
We are in receipt of Council's Information Request dated 5tt' July 2011 and offer the following by way
of response:-
1. Please provide RPEQ certification of all plans provided to demonstrate compliance
with all elements of Condition 48 of M0005/0699. A plan detailing the connection of
the irrigation system to the rainwater tank is required.
Drawing D01 provided notes "40,000L minimum rainwater harvesting tank plumbed to irrigation
system". Irrigation systems and other plumbing works are beyond the scope of this Operational
Works application and hence details of such are not included at this time but will be addressed in
future hydraulic consultant's applications as appropriate.
We hereby certify that plans provided demonstrate compliance with Condition 48.
2. Provide calculations to demonstrate that swales are appropriately sized pursuant to
Condition 51 of 132005.699.05.
Typical swales 3 and 4 as detailed on Drawing D02B are proposed for conveyance of any
overland flows to RIP's.
Examining the largest catchment to be conveyed (LANDSCAPE CA2) we note the following-
Catchment CA2
Impervious Area = Approx. 245m2
??cc //70
Total Area = 789m?
Roof areas are conveyed to RIP's underground.
^LfC
245/789 = 31% is impervious.
S3000/11/LBrResponse to Information Request - Sunshine Coast Regional Council
SH/cw
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Page 2
TATE PROFESSIONAL ENGINEERS PTY LTD
ABN 28 086 262 035 TOTE
Rational Method
For a 1 year ARI storm in Noosa:
5I1 = 128mm / hr
soi,o
= 72m / hr
From Table 4.05.3(a) of QUDM:
C10 = 0.76
Fy = 0.80
5Qy = 0.76 x 0.80 x 128mm / hr x 789m2
= 0.017m3/sec
Swale Capacity - Mannings
For Swale 2 flowing full:
A = 0.3x1.0 = 0.3m2
P = 2 x 0.3 + 1.0 = 1.6m
R = A/P = 0.188m
n = 0.04 (medium grass)
s = 0.005
V = R2'3 S112 /n = 0.1882'3 x 0.005'2 /0.04
= 0.58m / sec
Q = V.A = 0.58m / sec x 0.3m2
= 0.174m3 / sec >>5Qj
This proposed swale 2 is adequate to convey 1 year ARI flows and hence 3 month ARI flows.
3. Please confirm whether both swales on the property are intended to be located at the
same RL's or otherwise provide design detail including finish levels for both swales.
Drawing D02B has been amended to include details of swale 2 as requested. Note carefully that
the existing boulder retaining wall was designed and inspected by Tate Professional Engineers
and we hereby certify that it's structural stability and adequacy will not be compromised by
construction of adjacent swales and RIP's as detailed.
4. Demonstrate that there will not be an increase in runoff in events that exceed the
design capacity of the swales. Appropriate detention must be demonstrated where
required.
All rainwater incident on the proposed development, up to 100 year ARI events is to be infiltrated
on site via Rapid Infiltration Pits as demonstrated in the application. As such there will be no
runoff from the site for events up to 100 year ARI and no increase in runoff from the site for
events up to 100 year ARI, satisfying the requirements of QUDM and Condition 49.
S3000/11/L8/Response to Information Request - Sunshine Coast Regional Council
SH/cw
Page 3
TATE PROFESSIONAL ENGINEERS PTY LTD
AB N 28 086 262 035 TOTE
5. Revise surface treatment proposed for swales so that it is low maintenance and likely
to maintain its modeled configuration during the long term and consistent with the
requirements of the approved management plans.
Drawings have been revised to remove reference to turf in swales (despite its successful use on
previous adjacent stages). We defer to the landscape architect for details of swale planting.
6. Detail the RL of the overflow of the underground rainwater tanks and inlet to the Rapid
Infiltration Pits on the submitted drawings.
We note that proposed rainwater harvesting tanks as indicated on drawing D01 B occur above
proposed ground floor levels of RL14.0m/10.5m AHD and the tops of the proposed RIP's are to
be at RL13.0m/9.0m AHD respectively.
As such there will be no shortage of fall or gradient required to achieve adequate overflow of
tanks to the RIP's.
Building drainage, guttering, spouting, etc is beyond the scope of this Operational Works
application and hence details of such are not included at this time but will be addressed in future
hydraulic consultant's applications as appropriate.
7. Demonstrate that runoff from the driveway and basement areas will be able to drain
from the site via gravity.
Driveway runoff collected at basement level (RL10.5m AHD) will be treated via a second Fox
Enviro BPT 600 grease arrestor and discharged via gravity to RIP'S 2a/2b at Swale 2 (RL8.8m
AHD). Refer revised drawing D01 B.
8. Provide amended plans that indicate the width of the access driveway in accordance
with Condition 23 of the Decision Notice 2008/175 dated 12t1i August 2009.
Drawing R01 B has been amended accordingly.
We trust,this adequately addresses all issues raised and look forward to receipt of a decision notice.
Stev ^l son - Director
for T P ROFESSIONAL ENGINEERS PTY LTD
Encl/ Drawings as per register
Cc. Mr Gary Godfrey
S3000/11/L8/Response to Information Request - Sunshine Coast Regional Council
SH/cw
Page 4
TATS 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. S3000/1-9
CLIENT: CAPE BOUVARD DEVELOPMENTS PTY LTD PAGE No. 1
DATE OF DD 10 21
ISSUE MM 06 09
YY 11 11
DOCUMENT TITLE DOC No. REVISION
DISTRIBUTION REGISTER COPIES / REASON FOR ISSUE
SUNSHINE COAST REGIONAL C UN II. (N Ai
CAPE BOUVARD (GARY GODFREY)
A - Approval B - Building Approval C - For Construction P - Preliminary e - Electrornc Copy
R Revision T - For Tender X - Information M - Denotes A3
fit:,. Popp . of I Form No F
Page 5
PIRIOPOSED xI^1.,j BI ?;v;LOP^I r ;xJ r"
at SE'B¢E^N I1 fl CAL 0 ' ? ; 1'x'00 8 J I MA D S
00 N Tr RRA C.9 r, No., 83000108
from C^4P1 BOUVARRD PTrly L WD
Job sJOOD DRAWING SCHEDULE APRIL2011
DWG ) DESCRIPTION
L01 OVERALL LAYOUT PLAN & DRAWING SCHEDULE
ES01 EROSION & SEDIMENT & EARTHWORKS PLAN & NOTES
ES02 EARTHWORKS TYPICAL SECTIONS
ESO3 EROSION & SEDIMENT CONTROL DETAILS
R01 DRIVEWAY LAYOUT PLAN & NOTES
R02 DRIVEWAY DETAILS & NOTES
D01 DRAINAGE PLAN & NOTES
D02 DRAINAGE DETAILS
p03 STORMWATER CATCHMENT PLAN
LOCALITY PLAN
NOTE: ONLY DRAWINGSMARKED'FORCONSTRUCTgKANDBEARINGANORIGINALSIpATURESWYLBEUSEDFORCONSTRUCTIONPURPOSES Design: si PROJECT DRAWING TITLE
TATE PROFESSLENGINEERSPfYLTD
Dra wn: R OVERALL LAYOUT PLAN & DRAWING SCHEDULE
FOR APPROVAL Data: APRIL 2011 A.BN 28 086 262 035
3945 First Avenue, MooWaba
PROPOSED UNIT DEVELOPMENT
NOT FOR CONSTRtK.TION Sheet
PO Box 1092, Moobdaba, QLD, 4557 evision
Checked : A 6100 at LOT 9 SERENITY CLOSE, SETTLERS COVE DRAWING No
S3000/08/L91LO1 B I of I
ERIa il: [email protected]
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Page 6
REINFORCED CONCRETE NOTES:
60m 2.Om GENERALLY CONCRETE SHALL BE IN ACCORDANCE WI TH AUSTRALIAN STANDARD SPECIFICATIONS
PROPERTY BOUNDARY
DRIVEWAY CROSSING NOTES: AS 3000'SAA CONCRETE STRUCTURES CODE'
I EXISTINGVOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
2 CONCRETE DRIVEWAY 10 BE 150mm THICK EXCLUDING ANY FINISH TREATMENTS
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 ate, OVER 3 METRE SECTIONS. AS 3583 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS
4 CONCRETE N25 IN ACCORDANCE NTH 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 6 Om WIDE CONIC
DRIVEWAY CROSSOVER 6 APPROVED MATERIALS FOR CONSTRUCTION - CONCRETE OR ASPHALT CEMENT- FLY ASH.
INACCORDANCE WITH 7 EXPANSION JOINTS TO BE 10MM WIDE, FULL DEPTH CLOSED CELL CROSS LINKED AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.
N S C STD DWG No 9002 POLYETHYLENE FOAM (85 - 150 KG/M`) OR COMPRESSED GRANULATED AS 1302 STEEL REINFORCING BARS FOR CONCRETE
CORKBOARD, INSTALLATION TO MANUFACTURESINSTRUCTION AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE
B 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 AS 2758 PART1 CONCRETE AGGREGATES
CONTRACTORS EXPENCIF AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE
AS 3610 FORMWORK FOR CONCRETE
DRIVEWAY PLAN
NTS SUPPLY
CONCRETE CROSSOVER DETAILS • ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER NO ON SITE
BATCHING IS ACCEPTABLE.
1 • MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
150mm CONCRETE SLAB (Fc=32MPa), SL82 MESH WITH BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE
1000 • ALL MATERIALS. STORAGE, BATCHING. ETC TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
SAW CUT AND BREAKOUT 40 TOP COVER on COMPACTED WORKING PLATFORM. AUSTRALIAN STANDARDS.
BACK OF BARRIER KERB FALL
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 MCROSTRAJN
• ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE
IL • 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
lo. 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
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
• ALL CONCRETE OTHER THAN CAST AGAINST GROUND SHALL BE PLACED AGAINST TIMBER, PLYWOOD
BARRIER KERB & CHANNEL - BREAKOUT OR STEEL FORMS
SCALE 1 10 (At) 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 ARCHITECTS DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE CLASS8
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 cls & BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION
EXPANSION JOINTS AT 12m US (MAX) • ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
TO PROVIDE THE ILD COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
WATERPROOF MEMBRANE
TRANSPORT
• ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS
• CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT Nil I NGNIER;SDISCRLI ION
TEMPORARY BATTER R16 GALVANISED 125mm DRIVEWAY SLAB SL82
DOWEL SOCKETS TO
DOWELS (600 40 TOP COVER TYPICAL PLACEMENT, COMPACTION AND FINISHING.
MANUFACTURERSSPEC CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING NO MORE THAN 3M, CONCRETE PUMPING OR
LONG) AT 900 CTS (UIN O) •
OR EQUAL KIBBLING.
SECTION r-1- • UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF VIBRATORS
SCALE 1 100 (Al) lm - • ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN SUCH A
11, MANNER AS TO AVOID'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR
AS INSTRUCTED IN WRITING BY THE ENGINEER
• ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
• SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, DIRECTLY
AFTER SCREEDING. PRIOR TO FLOATING. REGARDLESS OF WEATHER CONDITIONS
2000M
• ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND BREAKS,
CONCRETE DRIVEWAY DETAILS VISQUEEN ETC MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT, DRY OR WINDY
150mm (CBR15) CONDITIONS
WORKING PLATFORM • ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE
125mm CONCRETE SLAB (Fc=32MPa), SL82 MESH WITH • BROOM FINISHING, WHERE SPECIFIED SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING
40 TOP COVER on COMPACTED WORKING PLATFORM. TYPICAL DOWEL CONSTRUCTION JOINT DETAIL. • ALL CONCRETE TO BE ORDERED AND P_AC[D AT 80MM SLUMP UNI ESS NOTED OTHERWISE
• NO WATER TO BE ADDED ON SIT E ;;N!ESS 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
125 MM SLAB ON GROUND
SLAB ON GROUND • THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
SL82 TOP 40 COVER FC = 25 MPA MANUFACTURER'S QUALITY ASSURANCE PROGRAM
SL82 TOP 40 COVER FC = 25 MPA
PROVIDE JOINTS AS SHOWN ON A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG
PROVIDE JOINTS AS SHOWN ON PLAN
PLAN COLUMNS, FOOTINGS. ETC)
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 GI EN
DAY FOR EACH STRENGTH GRADE
• ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR ON SITE
• IF WATER IS ADDED ON SITE WITH THE ENGINEERS PERMISSION. SAMPLES FOR TESTING SHALL BE TAKEN AFTER
- 150mm (CBR15)
LG^^LCL^I/// THE ADDITION OF WATER
WORKING PLATFORM
CURING:
200 UM 150mm (CBR15) • ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING
VISQUEEN WORKING • CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
200 UM VISQUEEN GENERALLY CONSIST OF ONE OR A COMB NATION OF THE FOLLOWING METHODS
PLATFORM
DRIVEWAY PAVEMENT DETAIL PAVEMENT DETAIL. CONTINUOUS WATER PONDING.
COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG POLYTHENE)
SCALE 110(AI) APPLICATION OF AN APPROVED CURING COMPOUND
NOTE: ONLY DRAWINGS MAARKED'FOR CONSTRUCTION' AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FORCONSTRUCTION PURPOSES Design: 5^ PROJECT DRAWING TITLE
TATEPROFESSIONAL ENGINEERS PTY LTD
Drawn: R DRIVEWAY DE T AILS & NO T ES
FOR APPROVAL Data: AB.N.28 086 262 035
PROPOSED UNIT DEVELOPMENT
T"I E
APRIL 2111
39.45 First Avenue, Moobdaba
or FOR Cos R C'. H PO Box 1092, Mooloolaba, OLD, 4557 ev,uon Steel
T el ( 07^) 54575300F ax(07) 5477610 at LOT 9 SERENITY CLOSE , SETTLERS COVE DRAWING No:
S3 0DD10 B I L9IR 02 B 2 Of 2
Checked: .. .... E ma il . tale.netau
. .. _ PR A7^ROYQ D a t um AI Q
PROFESSIONAL ENGINEERS s
Web: ht1p:/twwate.neLau for C AP E BOU VAR D PTY LTD q i itun .i d , i i.a . n n. u
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Page 7
GENERAL NOTES:
1 NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
a n `aa a nn
^ a^ n - FOX ENVIRO BPT600 SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE TO
LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
ROPERT)I COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
^Pn NDARy 0
a n i DWG D02 FOR
OR DETAILS. co AND LEVEL OF ALL EXISTING SERVICE UTILITIES THE CONTRACTOR
RETAINING WALL TO n ®a#^^
STRUCTURAL ENG. DETAILS. SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES
z
0 2 THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
ROADWORKS DRAINAGE WORKS SERVICE CONDUITS ETC PRIOR TO
X
w n BACKFILLING ALL SURVEY TO BE CARRIED OUT BY A LICENCED
r SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER
0
r m 3 SURFACE LEVELS SHOWN AREINTLRPOLATEDFROM ASPOT LEVEL
SURVEY THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
MAY BE VARIED BY THE SUPERINTENDENT ON SITE
INDICATES LINE OF
LAa 350 NEW 6.Om WIDE CONC. DRIVEWAY
BUILDING BASEMENT CROSSOVER INACCORDANCE WITH
WALLS . NSC STD DWG No, 9002- R02 FOR
DETAILS. ROADWORKS NOTES:
1 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ,
300wGRATED DRAIN DRAIN TO NOOSA SHIRE COUNCIL & MAIN ROADS STANDARD DRAWINGS
BASEMENT GPTiOIL ARRESTOR &
INDICATES LINE OF'
DISCHARGE TO SWALE 2 TO 2 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
BUILDING OVER.
HYDRAULIC CONSULTANTS DETAILS. LANDSCAPE ARCHITECTS DESIGN DRAWINGS
3 SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN
I ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT PLAN, AS
I SPECIFIED IN DWGS ES01- ESO4 & AS DIRECTED ON SITE BY
n SUPERINTENDENT
I n
4m 4 ROAD PAVEMENTS TO BE COMPACTED TOACHIEVE A MINIMUM DRY
32m 2.6m'
DENSITY RATIO (M 0 D R) OF 100%STD
0
EXISTING SEWER
n MANHOLE 5 ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND
CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U N 0
♦
♦ I
PROPERTY BOUNDARY 6 WHERE CONUHI: IL CR1 yE WAYS ABUT KERLI B CHANNEL, THE
CONTRACTOR S 10 CONSTRUCT A CROSS OVER IN ACCORDANCE
WITH NOOSA SI IIRL COUNCIL STANDARi) ORAWN('S
♦♦
---5 ---- - -
7 PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
FOOTPATHS (IF REQUIRED)
8 ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE
DRIVEWAY LAYOUT PLAN ALL WORKS TO BE CARRIED OUT IN STRICT
SCALE 1 100 Al.1200A3
ACCORDANCE WITH APPROVED SETTLERS
SERVICE 2P SIGNAGE NOTES:
PROFESSIONAL ENGINEERS STANDARD SPECIFICATION
COVE NOOSA RESIDENTIAL HIGH DENSITY VEHICLES
• PROVIDE CLEARLY VISABLE SIGNAGE TO ADVISE VISITORS 9 ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE
ENVIRONMENTAL MANAGEMENT PLAN (EMPl) FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY TATE
THAT VISITOR CAR PARKING SPACES ARE PROVIDED WITHIN
DATED 21 JULY 2005 BY WBM OCEANICS. VISITORS PROFESSIONAL ENGINEERS HOWEVER TATE PROFESSIONAL
Gam - 6pm BASEMENT CARPARK AND TO CONTACT THE MANAGER OR
ENGINEERS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT
ONLY UNIT THAT THEY ARE VISTIING VIA THE INTERCOM TO GAIN
FROM THE DATA PROVIDED CONTRACTOR SHOULD CONFIRM THE
ACCESS TO USE THE PROVIDED SPACES
CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA
• ALL LINEMARKING IN ACCORDANCE WITH M U.T.C.D.
PROVIDED ON THESE DRAWINGS
LEGEND
SERENITY
INDICATES EXISTING STORMWATER
CLOSEZe
46m 16.3m 2.3m 4.1m 3.7m 37m 43m -T INDICATES EXISTING TELSTRA RETICULATION
8% 158% 8% 1 20% 2.0% E/0H - - INDICATES EXISTING OVERHEAD POWER
LEVEL IRL1400 1 INDICATES EXISTING SEWER RETICULATION
INDICATES EXISTING KERB & CHANNEL
INDICATES SITE BOUNDARY
INDICATES STORMWATER DRAINAGE
• 33.70 INDICATES FINISHED PAVEMENT LEVEL
BASEMENT RL 1050 • 33.70 INDICATES EXISTING LEVEL
BJ INDICATES BOLSTER JOINT - REFER DETAIL
GRATED DRAIN TO HYDRAULIC DJ INDICATES DOWELLED CONSTRUCTION JOINT - REFER DETAI
CONSULTANTS DETAILS
INDICATES PROPOSED CONCRETE DRIVEWAY AREA
DRIVEWAY PROFILE L (REFER LANSCAPE ARCHITECT FOR COLOUR t FWSNI
SCALE 1 100 A 1 1 200 A3 INDICATES PROPOSED PAVEMENT AREAS
21 40 60 40 loom
I
SCALE 1100 A1.1200 A3
NOIE:ONYORAYAIGSMRKEDTORCONSIRUCTIOWAM9EAPriGANOPoC#NLSIGMTLRESHALBEISEDFORCONS1PoJC1)ONRNO S Des : S. PROJECT DRAWING TITLE
TATS PROFESSIONAL ENGINEERS PTY LTD
.R DRIVEWAY LAYOUT PLAN & NOTES
FOR APPROVAL o.m A^R_r^• AB.N.2SOB6 262 035
PROPOSED UNIT DEVELOPMENT
NOT POR CONSTRUCnGN
--. - -
hocked .. '..
TAITE
PROFESSIONAL ENGINEERS W eb: 14tp Jtwww.tate.netau
3945 Fret Avenue. MooloWbe
PO Box I M, Moolcoiaba. OLD . 455
( 07) 5457 53M Fax ( 0 7 ) 54 7 7 100 at
ETren: erqsn [email protected] S7
O T 9 SERENITY CLOSE, S ETTLERS COVE WNGNO s3ooo/o^LS,RO• R
s 1 T
,. ..: .. neFLTUR Datum for BOU VAR D PTY L TD
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Page 8
I,
GENERAL NOTES:
HABITAT PROTECTION FENCE TO BE ERECTED 1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
PRIOR TO COMMENCEMENT OF CLEARING SHOWN ON THE DRAWINGS THE CON TRACTOR IS RESPONSIBLE TO
LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
WORKS PROVIDE SIGNAGE AT 50m SPACINGS'
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
ECOLOGICAL RESTORATION AREA - NO ACCESS
AND LEVEL OF ALL EXISTING SERVICE UTILITIES THE CONTRACTOR
1 i ! *X SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES
2 THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
ROADWORKS DRAINAGE WORKS SERVICE CONDUITS ETC PRIOR TO
BACKFILLING ALL SURVEY TO BE CARRIED OUT BY A LICENCED
SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER
FOR
I, of fiw T BO ARYTAILS.\
3 SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPPOT LEVEL
SURVEY THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
MAY BE VARIED BY THE SUPERINTENDENT ON SITE
l
300* GRATED DRAIN DRAIN TO.-- STORMWATER NOTES:
BASEMENT GPT OIL ARRESTOR &
DISCHARGE TO SWAIF 2 TO 1 ALL STORMWATER CATCHMENT NAMES ARE AS PER THE
HYDRAULIC CONSULTANTS DETAILS STORMWATER PITS THEY CONTRIBUTE TO
ROOFWATER DRAINAGE TO 2. ALL PIPES ARE HDPE U N 0
HYDRAULICS CONSULTANTS
-DETAILS 3 ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE
ROPERTY PROFESSIONAL ENGINEERS STANDARD SPECIFICATION
I Pme"M ^UMDA RY -p
L 4 ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS
AVAILABLE FOR THE CONTRACTOR VIA COMPUTER MODEL
PROVIDED BY TATE PROFESSIONAL ENGINEERS HOWEVER
40,000L MIMIMUM RAINWATER
TATE PROFESSIONAL ENGINEERS ACCEPTS NO
-HARVESTING TANK PLUMBED TO
RESPONSIBILITY FOR INCORRECT SETOUT FROM THE DATA
IRRIGATION SYSTEM DISCHARGE
PROVIDED CONTRACTOR SHOULD CONFIRM THE CORRECT
OVERFLOW TO RI P
COORDINATES WITH THE MANHOLE SETOUT DATA PROVIDED
ON THESE DRAWINGS.
NOTE:
ALL BASEMENT & CARPARK STORMWATER TO BE
COLLECTED IN A SUMP & PUMPED TO DISCHARGE
OVER A'FOX BPT600' GROSS POLLUTANT TRAP PRIOR
TO CONNECTION TO RIP'S. BASEMENT & CARPARK
DRAINAGE DETAILS TO HYDRAULIC CONSULTANT'S
SPECIFICATIONS.
kIH)b NOTE:
REFER TO HYDRAULIC CONSULTANTS DETAILS FOR
ALL DOWNPIPE & STORMWATER CONNECTIONS
;__ -=---- ------- ""^yf ^ S+YA^E`^' ^
(PLUMBING & DRAINAGE APPROVAL)
---------
REFER 002 FOR '
-zq
/ ^RIPDETALS '^
D02 FOR DETAILS.
LEGEND
INDICATES EXISTING STORMWATER
16'
INDICATES EXISTING TELSTRA RETICULATION
INDICATES EXISTING OVERHEAD POWER
DRAINAGE LAYOUT PLAN -s- INDICATES EXISTING SEWER RETICULATION
INDICATES EXISTING KERB & CHANNEL
ALL WORKS TO BE CARRIED OUT IN STRICT INDICATES SITE BOUNDARY
ACCORDANCE WITH APPROVED SETTLERS
INDICATES EXISTING CONTOURS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP1) INDICATES STORMWATER DRAINAGE
DATED 21 JULY 2085 BY WBM OCEANIC$. INDICATES ROOFWATER LINE TO HYDRAULIC CONSULTANTS DETAILS
•3370 INDICATES FINISHED PAVEMENT LEVEL
INDICATES PROPOSED PEDESTRIAN PAVEMENT AREAS
INDICATES PROPOSED VEHICULAR PAVEMENT AREAS
INDICATES ROOF CATCHMENT AREAS
INDICATES SWALE - REFER DWG D03 FOR DETAILS
10 15 20 25m
INDICATES PROPOSED PAVEMENT AREAS
j
SCALE 1250 Al, 1 500 A3
NOTE:ONYDRAWNGSMWtl(ED'FORCONSTRUCTIOMAHDBEARINGANORIGINALSIGNATURESHALL BE USED FOR CONSTRUCTION PURPOSES Design: sN PROJECT DRAWING TITLE
TATEPROFESSIONAL ENGINEERS PTY LTD
Drawn: JH DRAIN AGE P LAN & NOTES
FOR APPROVAL Date: APRIL2011
A.B.N.28 086 262 035
39-45 First Avenue, MI
PROPOSED UNIT DEVELOPMENT
NCI coR consl r c' oN Revmm Show
PO Box 1082, MI OLD, 4557
Checked
61 00 at LOT 9 SERENITY CLOSE , SETTLERS COVE DRAWING No
S3 0001081L91D01 B r 'I d3
web : http www
s tee .au
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Page 9
900sq TYPE D GALVANISED
GRATE FIX WITH 2IM12 SS
BOLTS 600S0 GRATE TO
RIP 3
1
CONVER ION SLAB& RISER C) 100-3000 NOM ROCK
TO MANUFAC IURERSSPFC 1Am
MIN
RIP TABLE
3
HOPE INLET PIPE To HYDRAULIC
RIP I DIA DEPTH SL
CONSULTANTS DETAILS. 2x1500 SLOTTED UPVC
BALANCE PIPES WRAPPED IN 1a 1800 1800 1280
GEOFABRIC SOCK LAID FLAT 'PLANTING THROUGH GEOFABRIC
lb 1800 1800 12.80 TO LANDSCAPE ARCHITECTS
DIA RCP (2)
1c 1800 1800 1280 SPEC
REFER RIP TABLE
is 1800 1800 1280
GRADE TO OUTLET @ 1:200
2a 1800 1800 8 50
MINIMUM.
2b 1800 1800 850
REMOVABLE BIDIMA14 3 1050 1200 13.35
GEOFABRIC FILTER WEIGHT TYPICAL SWALE 3 DETAIL
WITH ROCK SPALLS SWALE 4 SIMILAR
SCALE 1 2C (AT)
CLEAN COARSE SAID FILTER' 75mm BASALT ROCKSPALLS
WRAPPED IN BIDIM A14
GEOFABRIC
RAPID INFILTRATION PIT DETAIL.
GROUND FLOOR RL 10.50
LEVEL 1 RL 1400
600 1300 MIN ROCK LINED SWALE 600
V
w0 MIN VEGETATED TO LANDSCAPE MIN
a. z ARCHITECTS SPEC. RETAINING WALL TO
0^ STRUCTURAL ENG DETAILS.
am
HABITAT PROTECTION ZONE 500 600 1300 MIN ROCK LINED SWALE 800
RL90
MIN MIN VEGETATED TO LANDSCAPE MIN
ARCHITECTS SPEC.
RL130
2x150 DIA SLOTTED PILED FOUNDATION TO
uPVC BALANCE PIPES STRUCTURAL ENG
IN GEOFABRIC SOCK DETAILS
LAID FLAT
2x150 DIA SLOTTED
uPVC BALANCE PIPES
BASEMENT RL 10.50
IN GEOFABRIC SOCK
LAID FLAT
TYPICAL SWALE I DETAIL TYPICAL SWALE 2 DETAIL 4 Y
SCALE 1:20(A1) ^DO1) SCALE 120(A1) A,^D01
NOTE: GNLYDRAWINGS MARKED SGRCDNSTRUICTO ANDBEAR GNIORGIULSGMTT.PFSH4LBEUSEDFORCONSTRUCTIONRMIPOSES Design: sH TATS PROFESSIONAL ENGINEERS PLY LTD
PROJECT TITLE
Drawn: - pRWI GAGEDE TAILS
FOR APPROVAL Dale:
ABN.2BOBB 262 ,M
mie035 PROPOSED UNIT DEVELOPMENT
NOT FOR CCNSTRUCrCN
Checked:
mlmAl E
PROFESSIONAL ENGINEERS W e b : mro:iA
39-45
PO, Box 10 Aven ue, AE OObo OLD
Fwst
PO Ox 1092. Aloobdabe, OLD, 4557
TN (07) 575® Fax 07 5477 61
u re^ea^
OT SETTLERS COVE DRAWING No
ssoooroeiLS/DO2 ,
Revisor i Sheer
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REV WiE EESCRPT" ar CRC RRO 4781 Council Rat
Page 10
a
I / 1
HABITAT PROTECTION FENCE TO BE ERECTED
PRIOR TO COMMENCEMENT OF CLEARING
#r-+j -
'
36m2
WORKS PROVIDE SIGNAGE AT 50m SPACINGS' ,RIP1e %
ECOLOGICAL RESTORATION AREA- NOACCESS I
i a
LEGEND
-0 INDICATES EXISTING STORMWATER
-T INDICATES EXISTING TELSTRA RETICU L ATION
E/OH- INDICATES EXISTING OVERHEAD POWER
STORMWATER CATCHMENT PLAN
INDICATES EXISTING SEWER RF I ICUTAIION
INDICATES EXISTING KERB& CIIANNH
I NOTE:
ALL WATER TO DISCHARGE TO RAINWATER INDICATES STORMWATER DRAINAGE
HARVESTING TANKS. DISCHARGE OVERFLOW TO RIP
REFER HYDRAULICS CONSULTANTS PLANS FOR DETAILS INDICATES PROPOSED LANDSCAPE AREAS
UNDER SEPERATE PLUMBING AND DRAINAGE APPLICATION
INDICATES PROPOSED VEHICULAR PAVEMENT AREAS
INDICATES ROOF CATCHMENT AREAS
INDICATES SWALE - REFER DWG D03 FOR DETAILS
O INDICATES PROPOSED PAVEMENT AREAS
INDICATES PROPOSED POOL AREAS
NOTE: ONLYDRAW1NGSMN (ED TOR CONSTRUCTIN ANDBEARING ANORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES Design: Si, PROJECT DRAWING TITLE
TATEPROFESSOWLENGINEERS PfYLTD
Dawn: JR
A.B.N. 28 086 262 035 STORM WATER CATCHMENT AND TREATMENT PLAN
FOR APPROVAL Date: AML 2011 PROPOSED UNIT DEVELOPMENT
HOT FOR CONSTRIC N
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TA&I E
PROFE SSIONAL ENGINEERS
3945 First Avenue, Meoloolaba
Po Box 1092, MooWaba.
Tel (07) 5457 5300 Fax (07)
Email:nengneers@tate .not.au
0, 1 4557
SER ENITY CLOSE, SETTLERS COVE DRAWING No S30001081L91D03
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