6. Attachment C - Engineering (incl Driveway detail)

 
 
    
     

WATER LEVEL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

200 200 150_ 2000 4 150,
al
oo S12 BARS @ 300
CRS EACH WAY.
37512 CONT FOR
FULL LENGTH OF POOL. Toy |
S12 VER BARS @150 CRS 3 Gc) C
THROUGHOUT. S12 HOR BARS a ae L> 300 DEEP 7 ine pA
@200 (RS THROUGHOUT. o RUBBLE PIT. \ :
4 2/512 BARS cAcH
SEAS Ree, SIDE EACH WAY
POOL AS PROX ce WAY.
DETAILED. | HYDROSTATIC VALVE
BARS TO BE CENTRAL IN POOL we L 500 Sa
VER BARS TO HAVE 50 | + == —
? SHELL WHEN MAX 600 OUT OF
COVER TO WATER FACE WHEN _| 4 sOUNOY \
OUT OF GROUND. ‘ STEP DETAIL
200 THICK POOL SHELL
THROUGHOUT. Teste nha
(INDICATIVE ONLY)
KORE ~YY
2 aa

 

POOL TO BE MIN 600 INTO NATURAL
GROUND OF MIN SAFE BEARING

CAPACITY 100kPa, THROUGHOUT.

POOL CONSTRUCTION SPECIFICATION

1. WORKMANSHIP & MATERIALS TO BE IN ACCORDANCE WITH AS2783 CONCRETE SWIMMING
POOL CODE AND LOCAL AUTHORITY'S REQUIREMENTS.

2, POOL FILLING & SOIL BACKFILLING NOT TO BE CARRIED OUT UNTIL WALLS & FLOOR HAVE
REACHED DESIGN STRENGTH.

3. 50mm LAYER OF 22mm GRAVEL TO BE PLACED UNDER POOL FLOOR.

4. ALL CONCRETE TO BE PRESSURE APPLIED BY ‘PRESSURECRETE’ METHOD WITH AN

 

 

 

 

 

 

 

 

AVERAGE COMPRESSIVE STRENGTH OF 32MPa AT 28 DAYS.
RIENMAC PTY LTD
PROVIDE 2/512 HOR 1200lq 5, ALL CONCRETE ON PLAN TO BE 300mm RADIUS UNLESS NOTED OTHERWISE. meade tert Car ae el
STRUCTURAL ENGINEERS
yO MOR GENS BOX 6, ALL REINFORCEMENT TO BE HOT ROLLED DEFORMED BARS ‘S' & ‘Y’. SRaue CONT EEE
SUITE 5, FIRST FLOOR, Per (07) 5349 0762|
7. CROSS RODS NOT NOTED TO BE S12 @ 300 CRS. san oan Ena nferlemar oe
(PO BOX 9) : "
8. ALL BARS TO HAVE A SPLICE LENGTH OF 600mm, UNO. MooLOgLABA OLD 4557
——_———— SSS CLIENT:
9. MAIN REINFORCEMENT TO HAVE 65mm COVER 10 GROUND FACE. WHERE A SECOND LAYER GREEN EARTH HOMES
OF REINFORCEMENT IS USED COVER IS TO BE 40mm TO WATER FACE. COVER TO TOP PROLECT:
STEEL OF COPING TO 25mm FROM TOP OF CONCRETE. COVER TO BOTTOM STEEL IN PROPOSED DUPLEX DEVELOPMENT
COPING IS TO BE 40mm FROM BOTTOM OF CONCRETE.
HYDROSTATIC VALVE TO BE 10. SPLICES IN ADJACENT REINFORCEMENT BARS TO BE STAGGERED. 5 VENTURA STREET,
SUNRISE BEACH QLD 4567
INSTALLED AT LOWEST POINT {1 DEEP END TO HAVE AT LEAST 0.3m OF FIRM, NATURAL SOIL OR EQUIVALENT RETAINING N

 

 

 

WALL, ETC AS SUPPORT. REAL PROPERTY DESCRIPTION & COUNCIL:
H Y D R 0 S T ] | ( V L V E LOT 114 ON RP{32135, PARISH OF WEYBA,
12. SUPPORTING SOIL TO BE SOUND NATURAL SOIL OR WELL COMPACTED FILLING WITH COUNTY OF MARCH.
SK | M M F R B 0 x BEARING CAPACITY AT ANY DEPTH NOT LESS THAN 100kPa. NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

 

 

 

13, DESIGN TO BE MODIFIED IF EXCESS GROUND WATER IS ENCOUNTERED DURING EXCAVATION. POOL DETAILS
FILTER DISCHARGE TO COUNCIL 1h. ALL DIMENSIONS ON SITE PLAN SHOWING THE POSITION OF THE POOL ARE TO THE
REQUIREMENTS. WATER FACE. Designed: AW/PLR Drawn: AW
SKIMMER PUMP ta
C4 5, POOL OWNER TO BE INFORMED THAT AN ELEMENT OF RISK TO THE POOL STRUCTURE Is SCALES: 1:20

 

 

 

 

 

INVOLVED IF THE POOL IS EMPTIED, Engineer: PLR|DATE: 1 ocr 19

MAN ORRIN TO POOL_INLETS Wok S10 A
fier etiam New Crag oes JOB NUMBER | DWG No. | ISSUE
DIAGRAMMA TIC WATER RETICULATION PETER RIENECKER - RPEQ 2088 DO NOT SCALE oF mays | A3 [SHEET 0 OF wm (CHECKED: PLR