Plans 1816 1 Rectory St Pomona

Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers


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P Callaghan & Toth
« a & a S 2 Civil, Environmental &
B— Reig 2 g = | j HOUSE No. 3 Hydraulic Engineers
é e oe Is I = PO BOX 2305
! 8 NOOSAVILLE 4566
A 1.16/90 Goodchap Street
Phone 54749081
www.callaghanandtoth.com.au
designed [ADI | datum AND DERIVED
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3 checked | ADT | Origin (B.M.) RL 101.825
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SITE LOCATION Pomona MAX WATTERSON & ASSOCIATES
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title
PLAN INDEX SITE PLAN & SEDIMENT &
—_
A SITE PL EDIMENT & EROSION CONTROL PLAN — > EROSION CONTROL PLAN
& DESIGN FEATURES PLAN 1
A GN FEATURES PLAN ? ( )
A LANDSCAPING NOTES
LOT 201 on P5011
ROADWORKS & DRAINAGE STANDARD DRAWINGS
IPWEAG D-0030 BEDDINGS & BACKFILL TO RC PIPE CULVERTS Parish of TUCKEKOI
IPWEAQ RS-049 RESIDENTIAL DRIVEWAYS PLAN 1 OF 2
IPWEAQ RS-050 RESIDENTIAL DRIVEWAYS PLAN 2 OF 2 County of MARCH
IPWEAG RS-065 CONCRETE PATHWAY CONSTRUCTION DETAILS NOOSA COUNCIL
IPWEAG RS-090 KERB RAMPS i
IPWEAQ DS-050 TYPE 2 FIELD INLETS SEDIMENT CONTROL LEGEND SEDIMENT FENCE DETAIL Locality of POMONA
SEDIMENT & EROSION CONTROL STANDARD DRAWINGS oo hs
IMENT FENCE TO ADJACENT DETAIL STRAINER IRE \ J
ESC-—01 ROCK PADS FOR BUILDING SITES — 7, — fe TOP & BOTTOM (Fy)
ESC—02 GRATED STORMWATER INLET SEDIMENT TRAP. syn SEDIMENT TRAP TO ESC FILTER FABRIC FIXED 10 SCALE
FIELD INLET SEDIMENT TRAP TO ESE
ESC-—03 KERB INLET SEDIMENT TRAP @ FENCE BEDDED INTO
ne SEDIVENT TRAP E 5| GROUND Mh 200nm 0.25 5 75 10 125 Miers 25
BAGS SEDIMENT TRAP SSS eeeee—=—=—SSSS
EARTHWORKS & COMPACTIONNOTES = © besa PE EER WE 5 sccle SCA SHOWN 5 ORGNAL ORAMNE SCALE
OBTAIN ONE CBR TEST PER MATERIAL TYPE OR AT EVERY OF ROAD (1 TEST PLACE TEMPORARY ROCK ACCESS STD FON WIDE WHERE BACKUP FLOW IS 1:500(A3) _DO_NOT, SCALE FROM THIS ORAWING
M M). THE CONTRACTOR WILL MEET COMPACTION TES S Ce=) C ITH CATTLE GRID OR MOUND a UKELY TO DVER TOP WEIR USE ONLY DIMENSIONS PROVIDED
TED BY ENGINEER :
CLEAR TREES, STUMPS, AND RODTS. MULCH AND STOCKPILE 7 REVISIONS.
_ —-— STAR PICKET
STRIP T _Y Lr " r revision details
26°, ROD IOR 1 ; : A [ FOR OPW APPROVAL
MATERIAL AND REPLACE WITH APPROVED FILL. STOCKPILE 4
USEABLE TOPSOIL
APPRDVED FILL TD BE “INIY NOTES
GREGATE SIZE = 50mm. PLACE Pa
PDD FOR SURFACE LEVELS NOTES SEDIMENT FENCE SECTION | (gg
RADE SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH COMPUTER MODELLING OF FIELD SURVEY DATA. THESE PROVIDE TURF PROTECTION TO pL ack ON THE TOF OF ALL FILL
CALCULATED LEVELS MAY VARY FROM THE ACTUAL GROUND LEVEL AT THE CORRESPONDING POSITION ON SITE, WHERE MAJOR BATTERS SUBJECT TO BATTERS WHERE SHOWN OR COMPUTER DIRECTORY
MIN CTION TESTS: ONE PER 100m OF ROAD (FO VARIATI CCUR, THEY SHALL BE REFERRED TO THE SUPERINTENDENT FOR FURTHER CONSIDERATION ARIATION CATCHNENT LENGTHS DIRECTED BY THE ENGINEER X:\JOBS\CT Projects _in_progress\1816 Anglican
LAYERS, MINIMUM 1 TEST PER LAYER), THE CON WILL CAUSE MAJOR PROBLEMS WITH CONSTRUCTING THE PROJECT IN RDANCE WITH APPROVED PLANS cebu THESE FEN ES ! RE NOT TO BE Church Pomona\Design\ Current DWG
SURVEY REFERENCE CONTOUR LINES ONCENTRATED FOR APPROVAL
STRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH REFERENCE TO SURVEYED STAKES SND SURVEYED BENCH a HEET WATER FLOWS
cet, hyEe LAN DEDVANENT <lIDUEY PERE; CHECK & REPAIR STRUCTURES
SETOUT STAKES AND PERMANENT SURVEY PEGS DR AFTER EVERY STOPM REMOVE
Sheet 1 of 4 sheets

 

 

   

  

 

    

 

 

     
 

    

 
  
 
  
  
  
 

 

 

      
 
   

 

 

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MARKS ON OR ADJACENT TO THE ¢

UNDERGROUND SERVICES
TRACTOR SHALL ARRANGE FOR ALL UNDERGROUN

THE Ct
AUTHORITIES

 

STRUCTION

 

) BY THE APPOINTED SURVEYORS. ALL SURVE
SITE SHALL BE PROTECTED DURING CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

  

 

  
   

   

 

   

ICES TO BE MARKED QUT ON-SITE BY THE RELEVANT SERVICE

 

 

 

 

 

 

 

 

 
  

 

 

 

 

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drawing number

1816-101

 

 

 

 

XS date 14 SEPTEMBER 2022