19544 Rienmac (23Mar20) Civil

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“ Emt.A SP303996

 

37.4 —— —

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3
36.90CR

125 THICK SLAB TO CROSSOVER.
LOCATION 70 BE CONFIRMED.
1 LAYER F72 MESH 30 TOP COVER.

 

CROSSOVER TO BE IN ACCORDANCE WITH COUNCILS
SPECIFICATIONS (REFER TO DRAWING R0049 & RS0050),

 

 

 

 

 

 

 

 

 

 

 

   

 

 

   
 
  

 

 

 

 

 

 

  
      
 

 

 

 

 

 

 

 

    

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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/ | / Hitt | 6g 97.34 | ZZ |/ / Ne IT IS THE BUILDERS RESPONSIBLITY TO
/ | ° liititl 5 | 4 ~ CONFIRM ALL LEVELS, SETOUT AND DIMENSIONS
/ a g . (| ;) L ) \ ON SITE BEFORE COMMENCING ANY WORK.
/ 5 / | A— ji i | / bowmas 4 > | REFER ANY DISCREPANCIES TO ENGINEER
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ey / | 2] ff 0 SLAB 4 GROwD 10 DBYEWAY JL! / | / PE, = IMMEDIATELY.
No / > [AE UARPARKING AREAS. 1 LAYER / / | 8
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L GRATED EXISTING OVERHEAD POWER LINE. / / |
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oe COMMENCING ANY SITE WORKS). / / Y
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708 W WY —® w W W A ® / A ® 8
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j ROOF, L J 4 Y gtk SCREW IN KERB.
2 PROVIDE NEW 1.5m FOOTPATH TO OuTLATER 17K / 4 4 _~ 36.0 RL 35.925
% BOTH ROAD FRONTAGES AS T SS 36.93TK sangr v 3e221K <
REQUIRED BY COUNCIL. REFER TO —— ee < \ \
2 COUNCIL STANDARD DRAWINGS ts tex saa 10 cRossovea N \ \ \ \
= (RS-065). . ;
fy 100 SLAB ON GROUND. "LAYER FTZ MESH 30 10P COVER EXISTING TELSTRA. LINE. BUILDER 10 DEMOLISH EXISTING >
& 1 LAYER F72 MESH 30 TOP COVER, cRassove TO Bt IN ACCORDANCE WITH COUNCL'S EXISTING WATER LINE. DRIVEWAY CROSSOVER AND MATCH NEW \ \
fe o- SPECHEATINS GEEER TD DRAW BEND EE. (BUILDER TO CONFIRM BEFORE KERB WITH EXISTING AND MAKE GOOD. ALL FOOTINGS TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY {00kPo. |
55 COMMENCING ANY SITE WORKS). ANY FILL MATERIAL BENEATH SLABS IS TO BE COMPACTED IN LAYERS TO ACHIEVE A
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 (J - FULL HEIGHT CONTROL JOINT TO MASONRY. Vest So. TOP COVER: APPROVAL
FOLLOWING SITE STRIPPING, SUBGRADE IS TO BE COMPACTED TO A MINIMUM OF 98% , ,
STANDARD COMPACTION, COM ALL 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
ACN. 010 666 430
RICHARD & JODIE THOMAS PTY LTD DRIVEWAY AND FOOTPATH SITE PLAN Oral. AW/DesigpAWIPLA| DATE: 4 JAN 20
payer CONSULTING CIVIL & STRUCTURAL ENGINEERS
PROPOSED DUPLEX DEVELOPMENT SUNSHINE COAST OFFICE:
Appness V N SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) | NOOSA SHIRE COUNCIL 1954.4 (? B
B | 23 MAR 20 | BA ISSUE (AW) -LAYOUT UPDATED : MOOLOOLABA QLD 4557 LOT 114 ON RP132135, PARISH OF WEYBA, COUNTY OF MARCH
A | 24 JAN 20 | BA ISSUE (AW) TURA STREET ' ' .
bi_| ‘it Jan 20_| pret binagy ISSUE 5 VEN 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 permission from Rinnac Consulting Ei, NOT SCALE OFF DRAWINGS. [A2 SHEET 2 OF 6 CHECKED: PLR