10/0662 - Attached Plans in response to information request [As Published] · 142010.662

 

 

 

 

 

 

   

 

 

 

            

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

and can not be copied, wholly or partly
without the consent of the above

 

 

mentioned company

 

|_—--____UNIT_1_1.486 SCOTTSDALE Drive

VARSITY LAKES QLD 4227
PHONE: (07) 55221995 FAX:(07) 5522 1776

 

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3 ARS A NOTES:
; ‘ S RESERVOIR AN >
| 4 tna hing BOND OREAKING 1. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
Tr sTRIP DRAIN BY OTHERS BACKING TAPE 2. FOOTPATH SECTION TO VARY WHERE NECESSARY TO MATCH CONCRETE
ey Cs 4S 7 FOOTPATHS AND VERGE PROFILES, FOOTPATH EARHWORKS ADJOINING
y = > i ra CONCRETE MUST BE WELL COMPACTED.
. «ET ABUTTING PAVEMENT, 4 3. CONCRETE SURFACE TOLERANCE TO BE, 73" OVER 3 METRE SECTIONS
: 7 o EL OR OTHER ; a or 6. CONCRETE N32 IN ACCORDANCE WITH AS1379 AND AS3600
ey ‘ a7 _-- ‘ 5. REINFORCEMENT FAVRIC TO BE SL92, 40 TOP AND EDGE COVER, 250 LAP
y : ! FILLER 6. ALL APROPRIATE PERMITS MUST BE OBTAINED FROM COUNCIL, INCLUDING
y oe ° NO "=f 4 epGe THICKENING ‘APPROBAL OF LOCATIONA ND LEVELS PRIOR TOEXCAVATION °
& Ns , wwe
B = i et a (WHERE REQUIRED) 7. REFER LOCAL AUTHORITY STANDARD DRAWINGS FOR VERGE TYPE
> oa
Y _ > . TYPICAL ISOLATION JOINT (I.J.) 8. DRIVEWAYS MUST ACHIEVE A HIGH POINT OF 250mm ABOVE INVERT OF
Y a ~ Zz. SCALE 1:10 1 KERB TO ENSURE STORMWATER IS CONTAINED WITHN THE ROAD
4 RL 16.251 = 5,95 SEALANT RESERVOIR AND RESERVE AS PER REQUIREMENT OF QUOM (QUEENSLAND URBAN
y eo a z . — SEALANT WITH BOND -BREAKING DRAINAGE MANUAL). THIS CONSTRAINT MAY BE VARIED UPON THE
ig & s | BACKING TAPE APPROVAL OF THE LOCAL AUTHORITY.
y n 3 Se Ke : 3 9. EXISTING FOOTPATH TO BE TRANSITIONAL TO NEW DRIVEWAY AT A
5 _| eet a YS — —: MAXIMUM GRADE OF 1 IN 10
yy gg RE 17.063 + “eo a 10. EARTHWORKS CUT AND FILL BATTERS FROM EDGE OF ORIVEWAY TO
2 ‘ . P NATURAL SURFACE TO BE MAX. GRADE AT 1IN 10 AND FULLY TURFED
4 | : 11. ALL DIMENSIONS SHOWN IN MILLIMETRES.
3 bs | 05d 12. SUB-GRADE SHALL BE TO CORRECT LEVELS AND FALLS AND ALL SOFT
JP JACKET 05d+25 POCKETS OF UNSUITABLE MATERIALS SHALL BE REMOVED, DISPOSED OFF
M4 SITE AND REPLACED WITH SUITABLE MATERIALS AND COMPACTED IN
4300 “4 4 = 1200mm LAYERS TO CORRECT LEVEL AND WITH A CBR VALUE OF 19%.
" . 13. SUB BASE SHALL BE A MIXTURE OF SAND-GRAVEL AND BINDER WITH
i THICKNESS AS SHOWN ON DRAWING HAVING A CBR RATION OF 85 (BASED
Pom me rn TYPICAL DOWELED CONSTRUCTION JOINT (D.J.) ON & DAY-SOAKED TEST}
ig 4 SCALE 1:10 14. PROOF LOAD ROLLING TEST SHALL BE DONE 1-TEST FOR SUB GRADE AND
Z y INDUCED SEALANT RESERVOIR AND SHALL BE ARRANGED BY THE SITE SUPERINTENDANT IN COORDINATION
6) LEGEND RACKIN SEALANT WITH BOND-BRE AKING WITH THE GEOTECHNICAL TESTING CONSULTANT.
7 , Ds CRACKING BACKING TAPE
Y Mos = - DOWEL JOINT -
, ---- yy — £4 _controw sont * ‘ 2 - = | :
v A s a 4
1 4 iJ Sole, 5
r ==. — - ISOLATION JOINT : a ;
al 4 ‘ ~ ~
: 4
“ NON-SLIP 4 i
“| CONCRETE FINISH = 4 TYPICAL CONTROL JOINT) (C.J.)
<4 TO AS4586 SCALE 1:10
3 Z 300 120 THICK SLAB ON GROUND
¥ 1NI2 LASER BAR SL92 TOP MESH - 40 COVER. THICKEN SLAB TO 200 AT EDGES AS SHOWN.
; y \ fc = N32 CONCRETE STRENGTH IN ACCORDANCE WITH AS1379 AND'AS 3600
4
4 DJ. 4RL 19.78 hb : : ——~ =
— apf 19.783 NGL a FHSS HF ores o
7 Pe ; . 4 . > ly 2
My gf 18990. s ’ : .
4300 , st lL 4
B J. RL 20.000 [4 PROPERTY ALIGNMENT > tc oS Tore
fj SONATA IRI OD TH + 7
FOOTPATH ~J DRIVEWAY CROSS OVER\5 FOOTPATH PO INI? BAR @ 4507 SASS COMPACTED, \ KK
BY OTHERS 9 ~ BY OTHERS . 4OOMINAP WITH 7” BEDDING SANDS“ >* * AX> AV) 180 COMPACTED FILL OR
AS PER SUNSHINE COAST \* \ AX, t LK XA KY ANON NA KRESS ACH INSITU MATERIAL
= REGIONAL COUNCIL PSSSNS Top MESH YY SOS » ISD ODT
; KREALALIN SL tL LS RI MLS we SAPP COMPACTED TO MIN
2 DRAWING SEO R050 . > : . 98% MDD :
. |_| 5300 (7300 Max) —_| DRIVEWAY PLAN 120 THK PAVEMENT SECTION
t
500 MIN. SOOMIN. — SGaLE 140 SCALE 1:10
1000 MAX, 1000 MAX
ISSUE ISSUE DESCRIPTION DATE | ORAWK | APPROVEDIDESIGNED GR APPROVED KM STA CONSULTING 7 CLIENT: DRAWING TITLE:
' TRC TIE 15/07/10) icy KM RAW: cH OAaTE £0510
0 | issue FoR CONSTRUCTION 5/0 pea oe pets ENGINEERS (G.C.,) © N, R & C TOKOVIC DRIVEWAY PLAN
© twa sncngvenans a copyrgn ACN 129 448 442 DRIVEWAY SECTIONS AND DETAILS
— |—af STA Consutting Engineers Pty. Ltd <

 

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POON SOE N-G-

 

 

ENGINEERS

-LOT13-GRANT-STREET.
NOOSA HEADS

 

 

 

JOB Ho

CE 98868-G

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