Approved Plans · OPW11/0177

Page 2

900sq TYPE D GALVANISED
GRATE FIX WITH 2/M12 S/S
BOLTS.

     
 

SURFACE LEVEL VARIES REFER TABLE

 

 

 

 

 

CONVERTOR SLAB & RISER Ss
TO MANUFACTURERS SPEC. |
8

 

 

 

 

 

 

Ly

HDPE INLET PIPE TO HYDRAULIC 4 y
CONSULTANTS DETAILS. 7 2x150@ SLOTTED UPVC

 

 

 

 

E BALANCE PIPES WRAPPED IN
‘ a GEOFABRIC SOCK. LAID FLAT

| 1800 DIARCP (2)

Ps ¥

Bi

a

=

a

z

% REMOVABLE BIDIM A14

i GEOFABRIC FILTER. WEIGHT

z WITH ROCK SPALLS,

 

 

 

 

 

 

 

 

 

 

CLEAN COARSE SAND FILTER 75mm BASALT ROCKSPALLS
WRAPPED IN BIDIM A14
GEOFABRIC

RAPID INFILTRATION PIT DETAIL.

RIP TABLE

RIP DIA | DEPTH SL

1A 1800 1800 | 18.45
1B 1800 1800 | 18.45
1c 1800 1800 | 18.45
1D 1800 1800 | 18.45
1E 1800 1800 | 18.45
2 1800 2000 | 20.70
3A 1800 1800 | 18.45
3B 1800 1800 | 18.45
3c 1800 1800 | 18.45
4 1800 1200 | 20.70

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

    

 

 

 

 

 

 

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION” AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. || Design: TATE PROFESSIONAL ENGINEERS PTY LTD | PROJECT: Dea TE HETAIES
Drawn:
ABN. 28 086 262 035
FOR APPROVAL Date: 39-45 First Avenue, Mooloolaba PROPOSED UNIT DEVELOPMENT — es
PO Box 1092, Mooloolaba, QLD, 4557 json
a , » DRAWING No:
Tel (07) 5457 5300 Fax (07) 5477 6100] at LOT 5 SERENITY CLOSE $3000/08/L5-6/D02 B 2 of 3
Checked: ||| 3 Email: [email protected] © This plan 1 Copyright. Other Wan for the purposes of and subject lo the condilions prescribed under the
eS Sea a | 2 ET PROFESSIONAL ENGINEERS web: htpyimmttenetay for CAPE BOUVARD PTY LTD Err ino Pro oy any or yy, (ee, cana oP
Ht permisiog of Tate Prfetonl Engineers. A inelctal papery renaine hin Tate Professional
REV | DATE DESCRIPTION ay | CHKD Reea- 4784 ‘At SHEET SIZE FILENAME $300005156002dxg-OATE 2581-1 4pm - REFS Council Ref: Tacincedt a cnutier seid be Shected te Tole Proferasal Eggers, essen

 

 

 

 

 

 

 

Page 3

 

Be Om iN a 2.0m Mi sais 4.0 Mas | VARIES |

100-3008 NOM. ROCK

   

 

 

 

a =o nego |
re te cet
BASEMENT RL 18.00 = JRF BATTERS & BASE
°. Q DUTLET @ 1200
A
TYPICAL SWALE 1 DETAIL /“) \ TYPICAL SWALE 2 DETAIL
SCALE 1 20(At) bOL Si 0 (At
SWALE 3 SIMILAR SWALE 4 SIMILAR

 

   
 
  

SUNSHINE CC

 

OPW 11017

 

 

 

Email: [email protected]

PROFESSIONAL ENGINEERS (Woo: nio:ewwiate net au for CAPE BOUVARD PTY LTD

ea me Counc Rat

  

1 TATE PROFESSIONAL ENGINEERS PTY LTO PROVECT DRAINAGE SWALE DETAI
; i AT = ABN 7096 282088 PROPOSED UNIT DEVELOPMENT —— —
rT Ten ster soto err? cio at LOT § SERENITY CLOSE CAMO N: S90008R5-O03 =D 3

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

 

 

 

5
a
3
g
z
S
z &
2 a
3
3 2
a
gl 2
2 3
% a
2 3S
= &
3
3| 06
g
2
=
TEMPORARY
CONSTRUCTION —__ Ss
PLATFORM RL VARIES

TEMPORARY BATTER

SECTION (A \

‘SCALE 1:10 (A1) \esi /

 

 

.OPOSED BASEMENT ALIGNMENT

I BUILDING

      

*

EXISTING BATTER

 

is BASEMENT
2 S| PLATFORM RL. 17.80
TEMPORARY BATTER
SEC IN

 

SCALE 1:10 (A1)

BUILDING

BASEMENT
PLATFORM RL 17.80

   

>
EXISITNG BATTER

:

TEMPORARY BATTER

PROPOSED BASEMENT ALIGNMENT

BUILDING

BASEMENT
PLATFORM RL 17.80

 

 

 

 

PROPOSED PROPERTY BOUNARY
PROPOSED BASEMENT ALIGNMENT

 

 

 

 

 

  

 

 

    
    

 

NSE — 06 BUILDING
CONSTRUCTION ‘ BASEMENT
RAMP RL VARIES a PLATFORM RL 17.80
‘TEMPORARY BATTER | EXISTING BATTER
SECTION
SCALE 1:10 (At)

‘

3

2

B

a

=

a

Z

a

3

3 ANCILLARY

2 BUILDINGS RL 21.00

&

BUILDING I
wer EXISTING BATTER

BASEMENT
PLATFORM RL 17.80

SECTION
‘SCALE 1:10 (At)

 

 

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.

 

FOR APPROVAL

NOT FORMFONSTRUCTION

 

 

 

 

 

 

 

 

 

TATE PROFESSIONAL ENGINEERS PTY LTD
ABN. 28 086 262 035

39-45 First Avenue, Mooloolaba

PO Box 1092, Mooloolaba, QLD, 4557

 

 

 

 

PROJECT:

PROPOSED UNIT DEVELOPMENT

DRAWING TITLE:
EARTHWORKS TYPICAL SECTIONS

 

 

 

 

 

Revision sheet
Tel (07) 5457 5300 Fax (07) 5477 6100}, at LOT 5 SERENITY CLOSE DRAWING No: 6. 3990/08/L5-6/ES2 B 2 of 3
Email: [email protected] ® This plan is Copyright. Other than for the purposes of and subject lo the conditions prescribed under the
He ed ea ees #8 : — PROFESSIONAL ENGINEERS web: hitp:iwwwiatenetau for CAPE BOUVARD PTY LTD Se eee nine Wend secure rl we
Srailen permission of Tate Professions! Enginers. All intellectual properly Fematns within Tale Pretessiona
REV | DATE DESCRIPTION BY | CHKD At SHEET SIZE FILENAME S300D0B15-6ES02.dwg-DATE 255/11 t 29m - XREF's Council Ref: Tafnees All enquiries should be ‘irected lo. Tate Professional cancers

 

 

Page 5

 

   
  

BASEMENT GPTI/OIL ARRESTOR. TO
HYDRAULIC CONSULTANTS DETAILS.

125mm DRIVEWAY SLAB
SL82 40 TOP COVER
TYPICAL (U.N.O}

DOWEL SOCKETS TO

MANUFACTURERS SPEC Ru6 GALVANISED OOWELS

(@00 LONG) AT 450 CTS

 

 

Fred
a

 

 

 

 

 

 

 

  
     
    
     

 

INDICATES LINE OF
RETAINING WALL TO BUILDING OVER.
STRUCTURAL ENG.

DETAILS.

SERVICE
VEHICLES

  

RETAINING WALL TO

6am - 6pm STRUCTURAL ENG. DETAILS.

 

  

FOX ENVIRO BPT600
OILIGREASE ARRESTOR SL
20.95 IL 20.35 REFER DWG D02

  

 
 

. = Tin
SEXISTING SEWER SSX
MANHOLE SL 21.221 SSS

NEW 6.0m WIDE CONC. DRIVEWAY
CROSSOVER INACCORDANCE WIT!
N.S.C. STD DWG No, 9002

DRIVEWAY LAYOUT PLAN

200 UM VISQUEEN 7 l

 

 

 

  

 

 

150mm (CBR15)
WORKING PLATFORM,

TYPICAL DOWEL CONSTRUCTION JOINT DETAIL.

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP)
DATED 21 JULY 2005 BY WBM OCEANICS.

 

 

 

AST REGIONAL COUNCIL
2~ROVEL

 

  

 

SIGNAGE NOTES:

@ PROVIDE CLEARLY VISABLE SIGNAGE TO ADVISE VISITORS
THAT VISITOR CAR PARKING SPACES ARE PROVIDED WITHIN
BASEMENT CARPARK AND TO CONTACT THE MANAGER OR
UNIT THAT THEY ARE VISTIING VIA THE INTERCOM TO GAIN
ACCESS TO USE THE PROVIDED SPACES.

@ ALL LINEMARKING IN ACCORDANCE WITH M.U.T.C.D.

425 MM SLAB ON GROUND
SLB2 TOP 40 COVER F'C = 25 MPA
PROVIDE JOINTS AS SHOWN ON PLAN.

 

 

 

 

 

 
 

SCALE 1:100 A1

 

 

GENERAL NOTES:

. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND

SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO
LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.

. 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.

|. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL

SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
MAY BE VARIED BY THE SUPERINTENDENT ON SITE.

ROADWORKS NOTES:

. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ,

NOOSA SHIRE COUNCIL & MAIN ROADS STANDARD DRAWINGS.

. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE

LANDSCAPE ARCHITECT'S DESIGN DRAWINGS.

SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN
ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT PLAN, AS
SPECIFIED IN DWGS ESC01 - ESC02 & AS DIRECTED ON SITE BY
SUPERINTENDENT.

. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY

DENSITY RATIO (M.D.D.R.) OF 100% STD.

ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND
CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.

|. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE

CONTRACTOR IS TO CONSTRUCT A CROSS-OVER IN ACCORDANCE.
WITH NOOSA SHIRE COUNCIL STANDARD DRAWINGS.

. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &

FOOTPATHS (IF REQUIRED).

. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE

PROFESSIONAL ENGINEERS STANDARD SPECIFICATION,

ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE
FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY TATE
PROFESSIONAL ENGINEERS. HOWEVER, TATE PROFESSIONAL.
ENGINEERS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT
FROM THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE
CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA

LEGEND

PROVIDED ON THESE DRAWINGS.
—=—— )—_—_—— INDICATES EXISTING STORMWATER
——— T————__ INDICATES EXISTING TELSTRA RETICULATION
E/OH INDICATES EXISTING OVERHEAD POWER

 

——— s————___INDICATES EXISTING SEWER RETICULATION

INDICATES EXISTING KERB & CHANNEL
INDICATES SITE BOUNDARY

——eenremenrenmnananeneet INDICATES STORMWATER DRAINAGE

.: 150r (CBR15)
200 UM VISQUEEN pa OR seal 33.70 INDICATES FINISHED PAVEMENT LEVEL
33.70 INDICATES EXISTING LEVEL
PAVEMENT DETAIL. ~—— 8 ___ INDICATES BOLSTER JOINT - REFER DETAIL
—~—— DJ _____ _INDICATES DOWELLED CONSTRUCTION JOINT - REFER DETAIL
(—_____) _ INDICATES PROPOSED FOOTPATH AREAS
(REFER LANSCAPE ARCHITECT FOR COLOUR & FINISH)
q a Bs bs ~~ ie (__) _ INDICATES PROPOSED CONCRETE DRIVEWAY AREA
EE (REFER LANSCAPE ARCHITECT FOR COLOUR & FINISH)

 

=
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION” AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. | Design: sH
Drawn: JR i

FOR APRROVAL ] bate:

 

 

Checked:

  

20st | REFERENCE TO LOT 6OALETED R sH
Geotant | REVISED TO SUIT AMENDED NCU R Sk

 

DIRECTOR APPROVAL Datum _AHD

 

TATE PROFESSIONAL ENGINEERS PTY LTD PROJECT:
ABN. 28 086 262 035

39-45 First Avenue, Mooloolaba PROPOSED UNIT DEVELOPMENT
ro Ber sere olaba, ALD. ser at LOT 5 SERENITY CLOSE

Email: [email protected]

PROFESSIONAL ENGINEERS wet: nttoxwww.tatenetau

for CAPE BOUVARD PTY LTD

 

 

 

 

 

 

 

 

Rev | DATE DESCRIPTION py | cHKD RPEQ- 4784 ‘AM SHEET SIZE FILENAME $3000-06-56R01 dug DATE 295/11 -1'38pm - XREPs XBASES30O11

 

 

DRAWING TITLE:
DRIVEWAY LAYOUT PLAN & NOTES

 

Revision

DRAWING Ne: $3000/08/L5-6/RO1 B

Sheet
1 of 2

 

 

 

© This plan is Copyright. Other then for the purposes of and subject to the conditions prescribed under the
Copyright act, no part of may in any form or by any means (electronic, mechanical, micro copying, pholo-
copying, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
writlen permission of Tate Professional Engineers. All intellectual properly remains vithin Tate Professional
Engineers. all engutries should be direcled to Tate Professional Engineers.

 

 

 

Page 6

2.0m 6.0m 2.0 REINFORCED CONCRETE NOTES:
eo an GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
     

UNDARY DRIVEWAY CROSSING NOTES: ‘AS 3600 "SAA CONCRETE STRUCTURES CODE".
ee nooo epee cone HEFCE THON
-! EG TAGES CONCRETE FINS SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
8 : : AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS),
= 3. CONCRETE SURFACE TOLERANCE TO BE ‘fim, OVER 3 METRE SECTIONS. AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS.
= 4, CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600. MATERIALS FOR USE WITH PORTLAND CEMENT.
ei 5. REINFORCEMENT FABRIC TO AS 1304, 50 TOP AND EDGE COVER, LAP FABRIC 250. 8 ITIOUS MATERIALS FOR US! 7
NEW 6.0m WIDE CONC. a 6. APPROVED MATERIALS FOR CONSTRUCTION :- CONCRETE OR ASPHALT. ween ea PeMENIITICES MSIE
pi NEtAY SROGRONER 18 7. EXPANSION JOINTS TO BE 10MM WIDE, FULL DEPTH CLOSED CELL CROSS LINKED wera METHODS FOR SAMPLING AND TESTING AGGREGATES
SOON ee a] = POLYETHYLENE FOAM (85 - 150 KGIM* ) OR COMPRESSED GRANULATED 5 1300 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. AB 1308 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.
._ FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE. 83072 PORTLAND AND BLENDED CEMENTS
10. ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO 48 1379 READY.MIXED CONCRETE (METRIC UNITS)
CONSTRUCTION. ANY DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT pee PART 1 CONCRETE AGGREGATES.
CONTRACTORS EXPENCE. AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.
DRIVEWAY PLAN AS 3610 FORMWORK FOR CONCRETE.
NTS. SUPPLY:
CONCRETE CROSSOVER DETAILS © ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
BATCHING IS ACCEPTABLE.
* © MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
4000 450mm 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
SANICUT AND BREAKOUT 40 TOP COVER on COMPACTED WORKING PLATFORM. ° AUSTRALIAN STANDARDS.
the oie KERB DOWEL JOINTS AS SHOWN ON DWG R01. ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.

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
la x REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
1500.001 1 ~ SL82 MIN, FABRIC @ ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
‘500.001 1_| COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.

| @ ALLREINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
DRIVEWAY CROSSOVER INACCORDANCE WITH N.S.C. STO DWG No. 9002 POneRere ores eee FORMWORK:

BARRIER KERB & CHANNEL - BREAKOUT © ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
OR STEEL FORMS.

SCALE 1:10 (A1) 100mm CONCRETE SLAB (Fc=25MPa), SL72 MESH WITH ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1810.
40 TOP & SIDE COVER COMPACTED SUBGRADE (100% REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
STANDARD COMPACTION FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.

) © 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.

ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS

EXPANSION JOINTS ATs1Zm.cis (MAX) TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
WATERPROOF MEMBRANE.

TRANSPORT:
4.5m | e ALLCONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
aan oon 7 nie ; neat an * 43.6m © CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE ENGINEER'S DISCRETION.

ea daa (rin t28) cena PLACEMENT, COMPACTION AND FINISHING:
«CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL CHUTING’ NO MORE THAN 3M, CONCRETE PUMPING OR
EVEL 1 RL 21.50 KIBBLING,
© UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF VIBRATORS.
© ALLCONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN SUCH A
LI 5 MANNER AS TO AVOID 'COLD JOINTS”. CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR
—— Fx ENVIRO BPT600 OILIGREASE qj AS INSTRUCTED IN WRITING BY THE ENGINEER.
ARRESTOR SL 20.82 IL 20.10, REFER & |e © ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING SOmm DIAMETER VIBRATORS.
DWG DO2 FOR DETAILS. 8 ie © SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, DIRECTLY
BASEMENT 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.
oa ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
125mm CONCRETE SLAB (Fe=32MPa), SL82 MESH WITH SCALEAV100(A)) 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.
DOWEL JOINTS AS SHOWN ON DWG ROI. NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.

TESTING:
« ALL CONCRETE TESTING IS TO BE CARRIED OUT BY ANATA REGISTERED LABORATORY,
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.

 

   

 

BOUNDARY

 

KERB INVERT

PROPERTY

 

SERENITY CLOSE
3]

S ge ©
e & ls to se RL 21.10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
      
  

 

 

 

 

 

 

   

 

  

 

 

 

  

 

 

 

 

 

 

 

 

SLAB ON GROUND © THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
SL82 TOP 40 COVER F'C = 25 MPA 6.1m MIN RETAINING WALLS TO MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
PROVIDE JOINTS AS SHOWN ON PLAN : : STRUCTURAL ENG: DETAILS - AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG
0am, 5.5m MIN. | 0.3m LENG. COLUMNS, FOOTINGS, ETC)
| | (BUILDING WORKS) - AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE CAST ON ANY
ex _ . GIVEN DAY.
z |
8 ‘ INSHINE = AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH S0m? OR PART THERE OF CAST ON A GIVEN
s S&S << SUNSHII DAY FOR EACH STRENGTH GRADE.
j ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
8 450mm (CBRI5) TEMPORARY BATTER TEMPORARYBATIER: 2S £2 | i a If WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TAKEN AFTER
. IE ADDITION OF WATER.
WORKING PLATFORM
OPW 1101 ] ALICE: 9Nn4 URING:
| SECTION (7) AUG 2011 © ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
200 UM VISQUEEN SCALE T1001) \nor/ © GURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
on Sam GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS :
~ nnnnnnnnned.” CONTINUOUS WATER PONDING.
DRIVEWAY PAVEMENT DETAIL - COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
SCALE 1:10 (A1) - APPLICATION OF AN APPROVED CURING COMPOUND.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION” AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. || Design: si ‘TATE PROFESSIONAL ENGINEERS PTY LTD | PROYECT: DRAWING TITLE:
Drawn: JR DRIVEWAY DETAILS & NOTES
‘ A.B. 28 086 262 035
FOR APPROVAL] "bet iar ABN 20% 22005 ||| | PROPOSED UNIT DEVELOPMENT _
PO Box 1092, , QLD, heat
Shedd ‘rel (07) 5487 3000 Fa (ar) 5477 6100} at LOT 5 SERENITY CLOSE DRAWINGS: 94090/08/L5-6/RO2 3" —
Pies Email: [email protected] © This plan is Copyright Other than for the purposes of and subject to the conditions prescribed under the
§ [See Susowraaooan Bf Po “ii cet it oe PROFESSIONAL ENGINEERS wet: htpsimwiatenctau for CAPE BOUVARD PTY LTD a a ce a eg eee are
Rev | DATE DESCRIPTION sy | cHKD Reea- 4784 At SHEET SIZE TLEWIE SODUSLSEROOGG OME BAT Seon Pe Reon Rea taai we cieeha Wamkamel gers