SUPESEDED - Preliminry Amended plans - MCU19-0143

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PRELIMINARY APPROVED PLAN
  MCU19/0143 & OPW19/0264
      NOOSA COUNCIL
     26 FEBRUARY 2020
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‘ a _ vp) % % PRELIMINARY APPROVED PLAN
° Emt. A SP303996 3 MCU19/0143 & OPW19/0264
37.4 — 7 8
Oo . OO 125 THICK SLAB TO CROSSOVER,
K LOCATION TO BE CONFIRMED. NOOSA COUNCIL
coed 1 LAYER F72 MESH 30 TOP COVER. 26 FEBRUARY 2020
| | CROSSOVER TO BE IN ACCORDANCE WITH COUNCIL'S
| SPECIFICATIONS (REFER TO DRAWING R0049 & RS0050),
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| \ | | ~ FIRE
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= 38 95 >
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+ a L POWER
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& PROVIDE NEW 15m FOOTPATH TO >
S BOTH ROAD FRONTAGES AS
a REQUIRED BY COUNCIL. REFER 10
> COUNCIL STANDARD DRAWINGS
8 (RS-065).
2 100 SLAB ON GROUND.
+ 1 LAYER F72 MESH 30 TOP COVER.
$ \ >
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\ > VALVE
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/ | / — S S 37.34 | | IT IS THE BUILDERS RESPONSIBILITY 10
/ 2 | / [| ® | | CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS
/ >| 8 f (| | J ON SITE BEFORE COMMENCING ANY WORK.
/ 5 / | ) {i _ | Y / bons“ > | REFER ANY DISCREPANCIES TO ENGINEER
vy / a] / tao stae oN GRouNg 10 pRVEWAY / 4) Lo a PIT, = IMMEDIATELY.
23 / x | CARPARKING AREAS. 1 LATER / L | / boo Y A 8
SS Co | / Nein MESH 30 TOP COVER. / : C .
fo %
NE| ‘2
1/150 Foon Ar / 2
J RATED EXISTING OVERHEAD POWER LINE. , / /
g COMMS 7 Ir of (BUILDER 10 CONFIRM BEFORE / / Yr
I COMMENCING ANY SITE WORKS). / / /
£ J J s
‘og | Sas ey oo. >
feo } NEW 15m FOOTPATH. _ 7 J / ‘ o & «
x of J ~ / FOWER S@) Se 8
2.69 W / POLE OM LY 8
# A fA
i T T “ —s. W W W W SA w EO Ws “
4 To" \ We W W Wsee— yw —_
: / Y L J \TBM Ww —s
i ROOF, Lo J 4 4 <ortk SCREW IN KERB.
2 PROVIDE NEW 1.5m FOOTPATH TO OuTLATER 1TK 4 4 _~ 36.0 RL 35.925
% BOTH ROAD FRONTAGES AS T a 36.93TK aoe / 36.22TK X
REQUIRED BY COUNCIL. REFER TO ———— ee < \ \
2 COUNCIL STANDARD DRAWINGS N \ \ \ \
at Fa SE ' \
%y 100 SLAB ON GROUND. " rN ee Une. BUILDER TO DEMOLISH EXISTING , \ \ >
& 1 LAYER F72 MESH 30 TOP COVER, CROSSOVER TO BE IN ACCORDANCE WITH COUNCIL'S XISTING W LINE. DRIVEWAY CROSSOVER AND MATCH NEW ‘ \ \
z. a SPECIRCATIONS (REFER TO DRAWING ROQ4S & RSO050) (BUILDER TO CONFIRM BEFORE KERB WITH EXISTING AND MAKE GOOD. \ ALL FOOTINGS TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY 100kPa, |
Ee COMMENCING ANY SITE WORKS), ANY FILL MATERIAL BENEATH SLABS IS TO BE COMPACTED IN LAYERS TO ACHIEVE A
q A AN A AN MINIMUM UNIFORM DENSITY OF 98% STANDARD COMPACTION. BUILDING
DRI F Y D F 0 0 ] p TH S| ] F P|. . DRIVEWAY AND CARPARKING SLAB TO BE 100 THICK (125 CROSSOVER) WITH 1 LAYER F72
V W CJ = FULL HEIGHT CONTROL JOINT TO MASONRY. Vest So. TOP COVER: APPROVAL
STAN cMPALTION SUBGRADE 'S TO BE COMPACTED 10 A MINIMUM OF 98% nee STEPS AND FALLS TO SLAB WITH ARCHITECT'S AND HYDRAULIC ENGINEER'S - NOT FOR CONSTRUCTION -
IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. ‘
CLIENT Sg RI ENMAC A.BN. 52 010 666 430 | DRAWING TITLE: Engineer: PLR] SCALES: 1100
A.CN. 010 666 430
RICHARD & JODIE THOMAS PTY LTD \ DRIVEWAY AND FOOTPATH SITE PLAN Ort. AW/DesipAWIPLA|DATE: 4 JAN 20
PROLECT. CONSULTING CIVIL & STRUCTURAL ENGINEERS
PROPOSED DUPLEX DEVELOPMENT SUNSHINE COAST OFFICE:
Annas. V N A SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) — | NOOSA SHIRE COUNCIL 1954.4 (? A
A | 24 JAN 20 | BA ISSUE (Aw) A re MOOLOOLABA QLD 4557 LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH.
pL_| 17 JAN 20_| PRELIMINARY ISSUE 5 VENTURA STREET, r Phone:- (07) 5349 0762 REAL PROPERTY DESCRIPTION & COUNCIL JOB NUMBER DWG No. | ISSUE
No. DATE AMENDMENT / ISSUE SUNRISE BEACH QLD L567 PETER RIENECKER - RPEO 2080. E:- [email protected] W:- www.rienmac.net Tis aying is ol To be copied or amended yiou! writen penission from Rinnac Consulting EMER, WOT SCALE OFF DRAWINGS. [A2 SHEET 2 OF 6 CHECKED: PLR