Preliminary Civil Plans · MCU13/0030

 

 

 

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SITE OF
WORKS

IPWEAQ D-0014
IPWEAQ D-—0030
IPWEAQ D-0070
IPWEAQ R-0131

ROAD & DRAINAGE — STANDARD DRAWINGS

CAST IRON COVER AND FRAME, C.l. CONCRETE FILLED COVER
EXCAVATION, BEDDING & BACKFILLING OF STORMWATER DRAINAGE PIPES
GULLY ROADWAY SAG AND ANTI PONDING

CONTROL DEVICES

TRAFFIC
& IPWEAQ R-0140 SUBSURFACE DRAINAGE

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SITE LOCATION N.T.S

PLAN INDEX
1303-10
1303-11
1303-12
1303-13
1303-14
1303-15
1303-16

 

  

 

 

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SITE PLAN

CARPARK LAYOUT DETAIL
LONGITUDINAL SECTION

X—SECTIONS

WATER MANAGEMENT CATCHMENT PLAN
STORMWATER DRAINAGE LAYOUT PLAN
BIO RETENTION DETAIL PLAN

LEGEND: PROPOSED SERVICES
ue | PROPOSED ASPHALT SURFACING

PROPOSED CONCRETE FOORPATH

EXTENTS OF EXCAVATION. TOPSOIL, GRASS SEED &
MULCH 75mm THICK. TURF IF INSIDE ROAD
BOUNDARY. (100% COVER BY ON MAINTENANCE).

EXTENTS OF FILLING. TOPSOIL, GRASS SEED & MULCH
75mm THICK TURF IF INSIDE ROAD BDY.(100% COVER
BY OFF MAINTENANCE).

TOPSOIL, FERTILISE AND TURF ROAD/PATH BATTERS IN
PARK AND BESIDE FOOTPATH (REFER LANDSCAPE
PLAN 86).

NEW KERB & CHANNEL LAY BACK TYPE INVERT

(M1) TO IPWEAQ STANDARD DRAWING R-0080

NEW UNDERGROUND ELECTRICAL REFER TO
PLAN 1225-79

NEW WATERMAIN REFER TO
PLAN 1225-79

NEW STORMWATER REFER TO PLAN 1303-77
FOR MATERIAL TYPE & SIZE

NEW INTERLOT DRAINAGE STORMWATER PIPE CLASS
PN6 OR PN9 (WHERE COVER LESS THAN 600mm)

NEW RETAINING WALL REFER TO LONG SECTIONS ON PLAN

1225-95 & FOUNDATION DETAILS ON PLAN 1225-84

—ENTRY/EXIT SEDIMENT TRAP

DS-041
DS-030

DS—050
RS-051
R-080
R-081

NEW HOUSE PAD LOCATIONS. TOPSOIL, GRASS SEED & MULCH
75mm THICK (100% COVER BY ON MAINTENANCE). REFER TO

PLANS FOR FINISH TOPSOIL LEVEL

TREES TO BE REMOVED & MULCHED
BY CMIL CONTRACTOR

 

 

 

 

 

NEW FINISH
CONTOURS
CAUTION! DANGER !! CAUTION !! DANGER !! DANGER !!
UNDERGROUND OVERHEAD UNDERGROUND J | asgesTos PIPES HIGH VOLTAGE
TELSTRA CABLE | | ELECTRIC CABLES “> IN THIS AREA eLeotnie Caples
& energex Unity energex
raxommonos oa: | | ome armor cms re [| voomone asmen
car araveae comer | | Sora ne wer caver | |) wom was or» ue nae Pee! meee See,
‘EIGEN WHERE OLE CLEAOCE CoMARTED BY ‘Seemtons ane fave oF reror unerrmen wore” [f sctrons.txrecne come bust
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SEDIMENT CONTROL — SEDIMENT CONTROL DEVICES—KERB AND FIELD
INLETS—CHECK DAMS AND STRAW BALES
BEDDING AND BACKFILLING— EXCAVATION, BEDDING AND BACKFILLING OF

STORMWATER DRAINAGE PIPES
FIELD INLET TYPE 1 AND TYPE 2
HEAVY DUTY VEHICLE CROSSING

PROFILES AND DIMENSIONS INCLUDING EDGE RESTRAINTS,

RESIDENTIAL DRAINAGE CONNECTIONS

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DS-040 SEDIMENT CONTROL — SEIMENT CONTROL DEVICES —SEDIMENT FENCE

EXISTING,
ADMIN,
7 BUILDING 7

 

 

 

 

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LEGEND —

 

 

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EXISTING SERVICES

EXISTING OVERHEAD POWER
EXISTING TOP OF BANK
EXISTING BOTTOM OF BANK
EXISTING EASEMENT
EXISTING DRAINAGE
EXISTING STRUCTURE
EXISTING FENCE

EXISTING BITUMEN
EXISTING KERB

EXISTING PATH

EXISTING VEGETATION

LANDSCAPING

  
  

NOTES:—

SURFACE LEVELS

SURFACE LEVELS OVER THE SITE HAVE BEEN
INTERPOLATED THROUGH COMPUTER MODELLING OF
FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY
VARY FROM THE ACTUAL GROUND LEVEL AT THE
CORRESPONDING POSITION ON SITE. WHERE MAJOR
VARIATIONS OCCUR, THEY SHALL BE REFERRED TO
THE SUPERINTENDENT FOR FURTHER CONSIDERATION
WHERE SUCH VARIATION WILL CAUSE MAJOR
PROBLEMS WITH CONSTRUCTING THE PROJECT IN
ACCORDANCE WITH APPROVED PLANS.

SURVEY REFERENCE

ALL CONSTRUCTION LEVELS SHALL BE SET BY THE
CONTRACTOR WITH REFERENCE TO SURVEYED STAKES
AND SURVEYED BENCH MARKS PROVIDED BY THE
APPOINTED SURVEYORS. ALL SURVEY STATIONS,
SETOUT STAKES AND PERMANENT SURVEY PEGS OR
MARKS ON OR ADJACENT TO THE CONSTRUCTION SITE
SHALL BE PROTECTED DURING CONSTRUCTION.

UNDERGROUND SERVICES

THE CONTRACTOR SHALL ARRANGE FOR ALL
UNDERGROUND SERVICES TO BE MARKED OUT ON
SITE BY THE RELEVANT SERVICE AUTHORITIES.

 
 
      

( Callaghan & Toth )

\ Civil, Environmental &

\ |

   
    
  
  
 
 
 
  
  
 
 
 
  
  
    
 
 

,, Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
6/41 Sunshine Beach Rood
Phone 54749081, Fax 54749041
‘www.collaghanandtoth.com.ou

 

datum AHD DERIVED

Origin (BM) Fi *

 

 

 

 

 

 

LOT 102 on SP236318

Porish of TEWANTIN
County of MARCH

NOOSA SHIRE COUNCIL
Locality of COOROY

 

 

085 10 1520-25 in 50

 

 

 

 

 

Sheet 1 of ? sheets

‘crowing number
1303-10

 

 

 

 

 

 

XY

dote APRIL 2015