Change to exisiting approval - Plan 2 - OPW15 0099.01

 

LEG

END

BULK EARTHWORKS SURFACE
FINISHED SURFACE
NATURAL SURFACE

ee

REDIRECT EXISTING OVERLAND
FLOW PATH INTO DETENTION BASIN

1 IN 3 BATTER MAX.

MAX 1.5m BOULDER RETAINING WALL
REFER ELEVATION ON DRG. 126

CLUBHOUSE

4.50m MAX-

 

EARTHWORKS NOTES

BULK
1.

FILE: 15-001261-1 i!
Xref's: X_15-001261_1

NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING
SHOWN ON THE CROSS SECTIONS, THE ACTUAL LIMITS
SHALL BE DETERMINED ON-SITE BY THE
SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY
THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED
BY WRITTEN DIRECTION OF THE SUPERINTENDENT
DURING CONSTRUCTION.

SOAKED CBR TEST RESULTS FROM ROAD PAVEMENT
SUBGRADE SHALL BE FORWARDED TO THE
SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS
PRIOR TO EXCAVATION BEYOND THE ‘NOMINAL’ DEPTH.
CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE
AUTHORITIES TO ASCERTAIN SERVICES PRESENT
ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL
BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY.
THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT
PRIOR TO COMMENCING THE DEMOLITION OF ANY
EXISTING STRUCTURES WITHIN THE SITE AREA.

ALL DRAINAGE STRUCTURES TO BE PRESERVED FROM
THE EFFECTS OF STRUCTURAL LOADING GENERATED BY
THE EARTHWORKS.

ALL EXCAVATION AND FILLING SHALL BE COMPACTED
TO THE REQUIREMENTS OF AS3798-1996 IN ACCORDANCE
WITH THE LOCAL AUTHORITY REQUIREMENTS. LEVEL 1
SUPERVISION IS REQUIRED.

ALL CLEARING SHALL BE CARRIED OUT IN STAGES TO
ALLOW FOR RELOCATION OF FAUNA, COMMENCING AT
THE LOWER AREAS OF THE SITE.

ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH
WORKPLACE HEALTH AND SAFETY REQUIREMENTS.

ALL EARTHWORKS TO BE CONSTRUCTED IN ACCORDANCE
WITH PALNNING SCHEME POLICY PSPOS ENGINEERING
DESIGN STANDARDS.

DATE: 15-12-2015 TIME: 1655

ITLE USR: adam young

  

4

 
   

1% MINOR REGARDING AS REQUIRED
TO ENSURE SURFACE IS FREE
DRAINING TO OVERLAND FLOW PATH.

TURF BATTERS TO RETAIN
CLEAN WATER DIVERSION

    

SITE 102

ROAD 8

 

 

  

 

PB

POOL AREA SITE 68

 

 

  

1 IN 3 BATTER TO N.S.

 

LANDSCAPING CORRIDOR
WIDTH VARIES

   

 

NOTES:

1, RETAINING WALLS TO BE CONSTRUCTED
TO MANUFACTURERS SPECIFICATIONS. x
2. CONTRACTOR TO PROVIDE STRUCTURAL
CERTIFICATION FOR RETAINING WALLS.
DESIGN AND CONSTRUCTION.

3. PROVIDE APPROVED SAFETY FENCE TO
ALL WALLS HIGHER THAN 1.0m. .
4, ALL RETAINING WALL FOOTINGS TO BE RY

 

WHERE INDICATED IN FRONT OF WALL

TEMPORARY APPROVED
SAFETY FENCE TO WALLS
HIGHER THAN 1.00m |

PROPERTY BOUNDARY POSITION
PROPERTY BOUNDARY POSITION

 

JQVHERE INDICATED BEHIND WALL

iy
iS
5

 

 

 

LOCATED A MINIMUM 1.0m HORIZONTALLY 1
CLEAR OF THE ROOFWATER AND SEWER
fetuener tN BELOW THE ZONE OF PERMEABLE |
- GEOTEXTILE 1
MEMBRANE

 

 

  

MINIMUM DESIGN REQUIREMENTS

- SURCHARGE LOADING ON BACKFILL : SKPa

- POST AND FOOTING DESIGN TO ALLOW
FOR 1.8m HIGH FENCE

- MAX 1V:46H SLOPE BEHIND WALL

200mm WIDE
GRANULAR FREE
DRAINING MATERIAL:

HEIGHT USED FOR PAYMENT

 

1 IN 4 TURFED BATTER FOR MIN.
0.25m HIGH FOR REDIRECTION OF +
FLOW ALONG SITE BOUNDARY

 

F.S.L.

SECTION
SCALE (AN): 1.700
SCALE (A3):1:200

 

ACOUSTIC FENCE BY OTHERS.
REFER SOUND ENGINEERS PLANS
FOR HEIGHT AND DETAILS

tT]

2

SITE BDY

2.50m
LANDSCAPE BUFFER

 

 

 

 

 

 

NOTE
REFER DRG. 15-001261-401 FOR BASIN
RETAINING WALL DETAILS.

 

CONCRETE SLEEPER
RETAINING WALL BY OTHERS.
NO ALLOWANCE FOR
ACOUSTIC FENCE DESIGN.

SECTION
SCALE (AN): 1:100
SCALE (A3):1:200

 

 

 

 

A

 

RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL
ENGINEER. ROCKS TO BE PLACED IN STRETCHER BOND
PATTERN (MINIMUM VOID ALLOWABLE SHALL NOT BE
GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS
SMALLER THAN 750mm IN SIZE - i.e. NO VOID INFILLING)

TEMPORARY APPROVED
SAFETY FENCE TO WALLS
HIGHER THAN 1.00m

x

WHERE INDICATED BEHIND WALL

AN

      

  

GEOFABRIC TO
FACE OF WALL

PROPERTY BOUNDARY POSITION

  

 

NOTE:
BOULDERS TO BE ‘RANDOM’ GRADE SANDSTONE
(TRENCHED ROCK) RECTANGULAR IN SHAPE.

 

 

MINIMUM DESIGN REQUIREMENTS:
- SURCHARGE LOADING ON BACKFILL: SKPa
- ALLOW FOR 1.8m HIGH FENCE

 

 

 

 

100% SLOTTED SUBSOIL DRAIN Z

WITH FILTER SOCK. DISCHARGE
TO STORMWATER SYSTEM

  

STEEL UNIVERSAL COLUMNS—— |

 

 

 

 

 

 

 

TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL

SCALE 1: 20 {A1)

CONCRETE SLEEPERS

PROPERTY BOUNDARY POSTION
WHERE INDICATED BEHIND WALL

 

 

  
    

- MAX 1V:4H SLOPE BEHIND WALL 12000

 

HEIGHT USED FOR PAYMENT

 

 

COMPACTED FREE-DRAINING
GRANULAR BACKFILL (APPROX.
40-75mm DIA. SPALLS)

SELECTED COMPACTED BACKFILL

TYPICAL ‘RANDOM’ GRADE

SANDSTONE TRENCHED ROCK WALL
SCALE 1:20 (A1)
SCALE 1:40 (A3)

REF NO. 132007.2398.02

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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AMENDMENT DETAILS: SURVEYOR: ML_SURVEYS
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