Engineering drawings [As Published] · 132007.2398

Page 2

 

 

 

DATE: 14-11-2007 TE: 1:26
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LEGEND

eee eee CIVIL WORKS STAGE BOUNDARY

 

EXISTING CONTOURS

 

FSSOCIATED CONSULTANTS:

FOR & ON BEHALF OF BROWN CONSULTING {OLD} PTY LTD

 

 

COOROY RETIREMENT VILLAGE

 

 

 

 

‘ORAWING TITLE
SS SLO Aas RSL CARE PTY LID en Oe
Ph (07) 5443 2844 Fax (07) 5443 7146 SHEET 1 OF 3
HOOK HISON ak RSL CARE saat

NO7058-DA02

 

 

 

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CARRUTHERS COURT

FFLE: MO7058-DAOS.dvg DATE: 1-11-2007 TIME: 10:54

 

 

  

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= AMDOMENT DETALS loemon cHecx SURVEYOR: KEN HICKS & ASSOCIAT Brown (QLD) Py Lid Engineers & Mang pawn TFLE:

= ee see i Saha aga RSL CARE PTY LTD nn mesa canes OVERALL LAYOUT PLAN
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Page 5

 

   

SILT MANAGEMENT PROGRAM PHASE 1
PRE START

DESCRIPTION OF WORKS
+ ERECT SITE SIGNAGE
» CONSTRUCT ENTRY AND EXIT POINT AS INDICATED

+ CONSTRUCT VEHICLE WASHDOWN AREA AND ASSOCIATED
SILT MANAGEMENT DEVICES

+ CONSTRUCT SITE OFFICE AND STORAGE COMPOUND AREA

- ERECT SILT FENCE AT LOW POINTS OF THE SITE AS
DEMONSTRATED

 

CONTRACTOR TO DISPLAY APPROPRIATE
WORKPLACE HEALTH AND SAFETY
SIGNAGE DETAILING THE AREA BEYOND
IS A CONSTRUCTION SITE AND ONLY
AUTHORISED PERSONAL CAN ENTER.

 

 

 

 

 

 

ENTRY/EXIT LOCATION INSTALL

SHAKEDOWN DEVICE

 

SILT MANAGEMENT PROGRAM PHASE 2
CLEARING AND BULK EARTHWORKS

Si
CLEARING

EARTHWORKS

BASINS

MAINTENANCE

ORKS
* SILT FENCE, SAND BAGS AND EARTH RILLS TO BE

ERECTED AS INDICATED OR AS DIRECTED.
+ EXISTING GRASSED AREAS TO BE KEPT WHERE POSSIBLE

AND EXPOSED DISTURBED AREA MINIMISED.
» REQUIRED EARTHWORKS AREA TO BE STRIPPED OF TOPSOIL AND STOCKPILED.

+ SUPERINTENDENT TO CONFIRM EXTENT OF CLEARING/EARTHWORKS
TO CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.

+ SILT FENCES TO BE RE-ERECTED AS REQUIRED OR AS

DIRECTED BY THE SUPERINTENDENT

« BASINS TO BE BULKED-OUT AND ACT AS TEMPORARY SEDIMENT BASINS
THROUGH CONSTRUCTION PHASE

+ SILT FENCES AND EARTH RILLS WITHIN ROADS TO BE
ERECTED AS INDICATED OR REQUIRED

+ THE SILT FENCES ARE TO BE INSPECTED WEEKLY. ANY
REPAIRS REQUIRED ARE TO BE EFFECTED IMMEDIATELY.

+ SILT AFTER RAIN IS TO BE CLEANED FROM STREETS AND
ALLOTMENTS IMMEDIATELY AND CORRECTIVE ACTION TAKEN
TO AVOID A RE-OCCURRENCE OF THE FAILURE.

 

 

 

 

 

LEGEND

x * * SILT FENCE

 

SILT MANAGEMENT PROGRAM PHASE 3
CONSTRUCTION

DESCRIPTION OF WORKS

SEWER/ROOFWATER/ «EXCAVATED MATERIAL TO BE PLACED ON HIGH SIDE
STORMWATER/SERVICES OF TRENCH AND TO PROTECT PIPE WORK AND DIRECT
SURFACE MATERIAL AWAY FROM EXCAVATIONS.
+ DEPRESS GROUND AROUND TEMPORARY FIELD INLETS
TO CREATE SILT POND.
STOCKPILE + SILT FENCE TO BE ERECTED 5M FROM TOE OF BATTER
ON LOW SIDE OF STOCKPILE.
« STOCKPILE SITE TO BE CLEAR OF STAGE BOUNDARIES SD
NOT TO CAUSE A NUISANCE TO ADJOINING PROPERTIES.

ROADWORKS

ALLOTMENTS: + SILT FENCES TO ALLOTMENTS TO BE RE-ERECTED,

+ COVERS TO GULLY GRATES TO BE REMOVED IF THE

‘SUPERINTENDENT INDICATES THE GRASS STRIKE IS SUFFICIENT.

MAINTENANCE

IMMEDIATELY.

+ SILT AFTER RAIN OR CONSTRUCTION TRAFFIC IS TO BE CLEANED FROM
STREETS AND ALLOTMENTS IMMEDIATELY AND CORRECTIVE ACTION TAKEN

+ SILT FENCES TO ALLOTMENTS TO BE RE-ERECTED AS REQUIRED.
KERB INLET PROTECTION TO BE PROVIDED TO ALL GULLIES.

+ THE SILT FENCES ARE TO BE INSPECTED WEEKLY AND FOLLOWING
RAIN FALL EVENTS. ANY REPAIRS REQUIRED ARE TO BE EFFECTED

ee ee ee STAGE BOUNDARY

 

NOTE:

SEDIMENT & EROSION CONTROL DEVICES TO EXIST
WITHIN EACH POSSIBLE STAGE TO COMPLY WITH
COUNCIL SEDIMENT & EROSION REQUIREMENTS.
REFER DWG. NO. NO7058-DA07

 

 

 

SILT MANAGEMENT PROGRAM PHASE 4

POST CONSTRUCTION (ON MAINTENANCE)

DESCRIPTION GF WORKS

ALLOTMENTS + TOPSOIL AND SEED WHERE DIRECTED.

“COVERS TO GULLY GRATES TO BE REMOVED IF THE
SUPERINTENDENT INDICATES THE GRASS STRIKE IS SUFFICIENT.

+ CLEAN OUT SEDIMENT FROM BASIN AND FINALISE BASIN
CONSTRUCTION.

BASIN

ROAD RESERVES + TOPSOIL AND TURFING TO BE PROVIDED IN ACCORDANCE

WITH THE LANDSCAPE ARCHITECTS DRAWINGS.

 

MAINTENANCE + THE SILT FENCES ARE TO BE INSPECTED WEEKLY. ANY
REPAIRS REQUIRED ARE TO BE EFFECTED IMMEDIATELY.
+ SILT AFTER RAIN IS TO BE CLEANED FROM STREETS AND
ALLOTMENTS IMMEDIATELY AND CORRECTIVE ACTION TAKEN
TO AVOID A RE-GCCURRENCE OF THE FAILURE.
NOTE:

KERB INLET PROTECTION DEVICES ARE TO BE
REMOVED ONLY AFTER A SUCCESSFUL ON
MAINTENANCE INSPECTION HAS BEEN COMPLETED.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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SEDIMENT & EROSION
CONTROL PLAN
SHEET 1 OF 2

Brown (QLD) Ply Lid Engineers &

Level 1, 15 Woy, Bodine QLD Arab 2575
Telephone 07 5477 6469 Focimile 07 5477 6486
Prene Conbern labour Sydney Singonere ambi Ct

 

 

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NO7058-DA05

 

 

 

Page 6

 

EROSION AND SEDIMENT CONTROL NOTATIONS

1, WHERE IT IS REQUIRED TO SLASH EXISTING VEGETATION EITHER PRIOR TO THE
COMMENCEMENT OF WORKS, DURING THE CONSTRUCTION WORKS AND / OR DURING
THE MAINTENANCE PERIOD, SAID VEGETATION SHALL BE SLASHED TO A MINIMUM
HEIGHT OF 75mm TO ASSIST WITH THE RETENTION QF SOILS ON SITE (IE ASSIST IN

 

NOTES

 

1.

THE CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS TO CONTROL
EROSION AND DOWNSTREAM SEDIMENTATION DURING ALL STAGES OF
CONSTRUCTION INCLUDING THE MAINTENANCE PERIOD.

ALL SEDIMENT CONTROL DEVICES SHALL BE MONITORED, CLEANED AND/OR

     
  
 

  
  
 
 

 

    
  

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

THE PREVENTION OF EROSION). REPAIRED WHENEVER THE ACCUMULATED SEDIMENT REDUCES THE CAPACITY N
BY 50%,
2. WHERE THE EXISTING VEGETATION WITHIN THE PROPOSED LOTS AND / OR 3. ALL PERIMETER BANK/SWALE SHALL HAVE UNINTERUPTED POSITIVE GRADE |
PARKLAND IS DISTURBED AS A RESULT OF THE CONSTRUCTION WORKS, SAID TO AN OUTLET.
EARTHWORKS ARE TO BE TOPSOILED AND GRASS SEEDED WITHIN SEVEN (7) DAYS OF
4. AT ALL TIMES THE CONTRACTOR SHALL MONITOR THE PREVAILING WEATHER
FINAL: ALLUDES; EARTHWORKS,’ UNLESS/ WOTED) OTHERWISE: CONDITIONS AND PROTECT ANY DOWNSTREAM CONSTRUCTION AND GULLY INLETS.
3. ALL CONSTRUCTION VEHICLES ARE TO ACCESS THE SITE VIA A SINGLE POINT OF 5. INLETS TO HAVE SILT PROTECTION IN ACCORDANCE WITH KERB INLET PROTECTION
ACCESS; THE POINT OF ACCESS, TOGETHER WITH THE MEASURES TO BE IMPLEMENTED, _ DETAIL AT LOCATIONS SHOWN OR AS DIRECTED BY THE ENGINEER.
ARE TO BE AGREED WITH COUNCIL'S DESIGNATED REPRESENTATIVE ON SITE, THE 6. THE EXTENT OF GRASSING SHALL BE DETERMINED BY THE ENGINEER
PRINCIPLE AIM OF THE MEASURE(S} TO BE IMPLEMENTED IS / ARE TO LIMIT THE AND SHALL BE SEEDED, AS SPECIFIED, WITHIN SEVEN DAYS OF FINAL TRIMMING.
TRACKING OF DELETERIOUS MATERIALS ONTO THE SURROUNDING ROAD NETWORK. 7. EXTRA EROSION CONTROLS ARE TO BE ERECTED AS ORDERED BY THE
‘SUPERINTENDENT.
4, PROVIDE GULLY INLET PROTECTION TO ALL GULLY INLET STRUCTURES LOCATED,
8, CLEARING OF SITE AND STOCK PILE AREAS TO BE AS DIRECTED BY THE
DIRECTLY DOWNSTREAM OF THE PROPOSED DEVELOPMENT WORKS. SUPERVISING ENGINEER.
5. APPROPRIATE PROVISIONS ARE TO BE PROVIDED TO THE INTERFACE BETWEEN THE 9. ALL ROGFWATER AND SEWER TRENCHES ADJACENT TO EXISTING DEVELOPMENT ARE
EXISTING ROADWAY PAVEMENTS AND THE NEW ROADWORKS’ CONSTRUCTION. THE TO BE TOPSOILED (75mm MIN.) AND TURFED FOR A MIN. WIDTH OF 900mm.
PROVISIONS SHALL ADDRESS WORKPLACE HEALTH AND SAFETY CONCERNS (ILE 10. WHERE POSSIBLE THE CONTRACTOR SHALL DIVERT CLEAN WATER ENTERING THE SITE
RESTRICTING ACCESS BY THE GENERAL PUBLIC TO THE SITE). FROM EXTERNAL CATCHMENT AND DIRECTED TO THE STORMWATERSYSTEM. REMOVE FABRIC BETWEEN
THIS DISCHARGE POINT SHOULD BE ROCK LINED. REGULAR ROCK CHECK DAMS STEEL PICKET IN SAGS
6. THE LOCATION OF THE CONSTRUCTION VEHICLE COMPOUND, SITE OFFICE AND THE SHOULD BE POSITIONED ALONG THE VEGETATE DRAINAGE LINE LEADING TO THIS
VEHICLE SERVICING AREA SHALL BE AGREED WITH COUNCIL'S DESIGNATED DISCHARGE POINT.
REPRESENTATIVE ON SITE, PRIOR TO THE COMMENCEMENT OF WORKS. 11. REGULAR INSPECTIONS AND MAINTENANCE OF VEHICLE WASHDOWN AREA, SITE
AND STORAGE COMPOUND TO BE CARRIED OUT BY CONTRACTOR.
7. CLEARED VEGETATION TO NOT BE BURNED ON SITE, ALL VEGETATIVE WASTE(S) M
SHALL BE MULCHED AND THEREARTER RETAINED ON SITE FOR USE AS PART OF THE 12. AREAS USED FOR STORAGE OF CHEMICALS USED FOR CONSTRUCTION PURPOSES SHALL
LANDSCAPING / REVEGETATION WORKS. ALL STUMPS AND / OR OTHER ORGANIC HAVE STORMWATER CONTROL DEVICE ERECTED ADJACENT TO THEM (IE. EARTH BUND
MATTER NOT SUITABLE FOR MULCHING SHALL BE DISPOSED OF AT AN APPROVED AND SEDIMENT FENCES). UPON COMPLETION OF ROADWORKS WASTE PRODUCTS ARE TO SAND BAGS BOTH SIDES
WASTE DISPOSAL FACILITY. BE DISPOSED OF AS PER LOCAL AUTHORITY GUIDELINES AND TEMPORARY DEVICES MESH OR GEOFABRIC OF OVERFLOW PATH
8, SILT FENCE AND TURFING RUNNING DOWNSLOPES SHALL HAVE REGULAR FLOW ARE TO BE REMOVED AND AREA REHABLITATED. pean OEND Tol BACK fOr
DISSIPATERS TO SLOPE AT 45° TO SLOPE AS DIRECTED CONSISTING OF SAND BAGS erpuce East PAVEMENT, BOX
OR, SIAEAR! ASTREGUIRED. SPILL_THROUGH WEIR DETAIL
9. NOTWITHSTANDING THE DESIGN SHOWN ON THE DRAWINGS THE CONTRACTOR IS INSTALL AT ALL SAG POINTS IN SILT FENCES
RESPONSIBLE TO IMPLEMENT SEDIMENT CONTROL DEVICES USING BEST PRACTICES IN
ACCORDANCE WITH THE RELEVANT STANDARDS AND GUIDELINES AS NECESSARY TO
MINIMISE THE QUANTITY OF SEDIMENT LEAVING THE SITE.
10. DURING THE CONSTRUCTION PROCESS INCLUDING THAT PERIOD DURING WHICH
THE WORKS ARE “ON MAINTENANCE’ SHOULD COUNCIL'S DESIGNATED
REPRESENTATIVE REQUEST ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES BE IMPLEMENTED SAID MEASURES SHALL BE IMPLEMENTED AT THE
EARLIEST TIME POSSIBLE. NOTWITHSTANDING THE ABOVE REQUIREMENT ANY
MEASURES REQUESTED TO BE IMPLEMENTED BY COUNCIL'S DESIGNATED
REPRESENTATIVE SHALL BE IMPLEMENTED WITHIN 24 HOURS OF THE TIME OF
THE REQUEST.
11. ALL ROOFWATER / SEWER RETICULATION TRENCHES EITHER ADJACENT TO EXISTING
DEVELOPMENT OR PERPENDICULAR TO THE CROSSFALL OF THE LAND ARE TO BE TOPSOILED
(75MM MINIMUM) AND TURFED. SEDIMENT CONTROL FABRIC TO POSTS AT 2.0M CTRS
BE ‘ENVIROSITE' PRINTED SILT FENCE / TO BE STEEL PICKET
TOP EDGE TO BE SUITABLY OR 50 X SO HARDWOOD
GRATE 10 (BES GECRABRIC SUPPORTED BETWEEN POSTS.
3
&
a
SPACER BLOCK =
s
ROLL OF NETTING FILLED
WITH 50 TO 70mm GRAVEL. oS :
200 X 200 a
KERB INLET PROTECTOR TRENCH
NTS SILT FENCE DETAIL
FILE: NO7058-DAC DATE: %4-11-2007 TIME 5:11
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iF FOR & ON BEHALF OF BROWN CONSULTING FOLD! PTY LTD COOROY RETIREMENT VILLAGE NO7058-DA06

 

 

Page 7

 

 

POSSIBLE STAGING SEQUENCE TATE

 

 

 

“Ns PHASE 1 + CLEAR SCRUB/TREES FROM CIVIL STAGE ONE. SEDIMENT & EROSION CONTROL DEVICES TO EXIST
WITHIN EACH POSSIBLE STAGE TO COMPLY WITH
PHASE 2 ~ EARTHWORKS TO FACILITATE STAGE A BUILDING WORKS. COUNCIL SEDIMENT & EROSION REQUIREMENTS.
PAHSE 3 + EARTHWORKS TO FACILITATE STAGE B BUILDING WORKS.
PHASE 4 * CLEAR SCRUB/TREES FROM CIVIL STAGE TWO. LEGEND
PHASE 5 + EARTHWORKS TO FACILITATE STAGE C BUILDING WORKS.
=—— == =e ee mess m= CIVIL WORKS STAGE BOUNDARY
PHASE 6 + EARTHWORKS TO FACILITATE STAGE D BUILDING WORKS.
srrrrorteocteoeeceeceecaecoaecazee POSSIBLE STAGING SEQUENCE BOUNDARY
™ a PHASE 7 * EARTHWORKS TO FACILITATE STAGE E BUILDING WORKS.
PHASE B * EARTHWORKS TO FACILITATE STAGE F BUILDING WORKS. POSSIBLE SURDWG STADRIG PHASE

 

  
  

    

ROAD

 

 

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—————— i Stat tei RSL CARE PTY LTD perenne eee eo
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Page 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

6m Im 1.5m 5.5m varies 5.5m 1.5m 1m 5.5m
I 14+ t t t t —-——++++ 1
landscape
primary rood driveway individual living unit 1.2m individual living unit driveway secondary road
(max 1:20) (1.100 fall to building pad level) HH (1:100 fall to building pad level) {max 1:20)
landscape & flat maintenance oo
street lighting reserve L_ landscape & street lighting
footpath - footpath
OPTION 1
1.5m 1m 5.5m 5.5m : 5.5m 1.5m 1m 6m
boat ' ' pes 4 ' +t4+74 1
landscape
secondary road driveway individual living unit individual living unit driveway primary road
(max 1:20) (1:100 fall to building pad level) (1:100 fall to building pad tevel) (max 1:20)
landscape &
OPTION 2 co
street lighting
foot path

 

extent of courtyard terrace

variable grade
(max 1:3 to nontrafficable areas)

individual living unit

 

SECTIONS PROVIDED BY SMITH
& TRACEY ARCHITECTS

 

 

 

 

 

generally 3.5m

individual living unit

max 1:3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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max 1:3

generally 3.5m

individual living unit

1
+

1.2m individual living unit

HK
flat maintenance

   
  

 

 

6m

primary road

landscape &

 

 

 

OPTION 3 reserve street lighting
foot path
‘ABBOCIATED TANTS ‘CLENT ‘DRAWING TITLE
Seares Brown Carsatng (OLD) Py Lt Engineers & Manogen
SURVEYOR: KEN HICKS & ASSOCIATES iin Woy) Busing QLD Assen
49 THE ESPLANADE MAROOCHYDORE RSL CARE PTY LTD a eNsin oy Tacinia 07 3077 5406 TRANSITION OPTIONS BETWEEN
Ph (07) 5443 2844 Fax (07) S443 7146 bes ter Symey Cgeeen bento HOUSE PADS

BRENT THOMAS 7842
BROOK KITSON  7H8

 

 

FOR & ON BEHALF OF BROWN CONSULTING (OLD) PTY LTD

PaocT

RSL CARE
COOROY RETIREMENT VILLAGE

 
  
 

 

 

™" NO7058-DA08

 

 

 

 

Page 9

 

BASIN SIZED TO HANDLE
EXTERNAL CATCHMENT AND
OVERLAND FLOWPATH

   
     
    
     

BASIN SIZED TO HANDLE
EXTERNAL CATCHMENT AND
OVERLAND FLOWPATH

“= ae oo

 

 

STORMWATER OUTLET FOR INTERNAL DRAINAGE ANALYSIS
REFER BROWN CONSULTING “CONCEPT
STORMWATER MANAGEMENT REPORT”

DATED OCTOBER 2007

* STORMWATER OUTLET

 

 

 

LEGEND

S¥—————_ EXISTING STORMWATER DRAINAGE
EXISTING WATER MAINS

EXISTING SEWER MAIN

sor EXISTING SEWER RISING MAIN
EXISTING ELECTRICAL

EXISTING TELSTRA

_— oe CATCHMENT BOUNDARY

STAGE BOUNDARY
me EXISTING SURFACE CONTOUR
PROPOSED STORMWATER OUTLET

   

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Me a | -> OVERLAND FLOW DIRECTION/

ROAD GRADING DIRECTION

 

 

 

   
 

 

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i FOR 2 ON BEHALF OF BROWN CONSULTING ILD) PTY L7D COOROY RETIREMENT VILLAGE NO7058-DA09

 

 

 

Page 10

 

LEGEND

 

 

RM RM PROPOSED SEWER RISING MAIN
8x,$ au. S. EXISTING SEWER MAIN

ex.RM ——————._ EXISTING SEWER RISING MAIN

 

 

an EXISTING STORMWATER DRAINAGE
= EXISTING ELECTRICAL
EXISTING TELSTRA
EXISTING WATER MAIN
“s ” STAGE BOUNDARY

   
    

cooroy CONNECTION ROAD

   

ee
ead
ah tea =

  
  
    
  

aE ig aE

  

CONFIGURATION OF THIS SYSTEM
TO BE CONFIRMED ON-SITE. AS CON
SUPPLIED BY COUNCIL DETAILS THE
ROAD CROSSING AS A RISING MAIN

 

 

     

=CONSTRUCT E
OVER EXISTING SEWER

 

PUMP STATION
INDICATIVE
RISING MAIN

 

NOTE:

FINAL LOCATION OF PUMP STATION & ALIGNMENT
OF RISING MAIN TO BE DETERMINED AT
OPERATIONAL WORKS DESIGN STAGE.

 

 

 

  

FRE WAS DAR DATE: K-B.200? TE, Bh

 

 

 

 

 

 

  

 

 

 

 

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if sisinoensoustie an 1201_308_¢0__1S0rat . Ph (07) 5443 2844 Fax (07) 5443 7146 OF tow Corker labour yimy Seow Sen at PLAN

o ORAWH CHECK) 1. .

Hi va “| ree | me a RSL CARE e ==—__—_
iF FOR & ON BEMALF OF BROWN CONSULTING (QLO) PTY LTD COOROY RETIREMENT VILLAGE NO7058-DA10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 11

 

 

> YY oe ae PROPOSED WATER MAINS
OX. Wo —— EXISTING WATER MAINS
st —-- EXISTING SEWER MAIN
— ~~ EXISTING SEWER RISING MAIN
~—— EXISTING STORMWATER DRAINAGE
*——————_ EXISTING ELECTRICAL

———~ EXISTING TELSTRA
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EXTENSION OF COUNCIL
WATER MAIN

   

: NOTOSE-DATLGwg DATE: 14-11-2007 THE: 6:21

 

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