Operational Works Application PS17-0585 · OPW17/0585

 

 

 

  
  

 

 

 

 

 

 

 

 

 

  
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
   
  

 

 

  

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

LEGEND: EXISTING SERVICES Callaghan & Toth )
K —_—_——_—__—_—————_ BOUNDARY Civil, Environmental &
—— —— —— _ ROAD CENTERLINE yy Hydraulic Engineers
HOUSE No. 40 77 __ KERB de CHANNEL i Nos HEADS 4567
ReaD 4 aoeeeeaes ~ _EDGE'OF CONCRETE: URVEWAr Phone” S4749081 ow SHPAG081
, Fax
RPGEESS e | | XX RETAINING WALL www.callaghanandtoth.com.au
N BUILDING designed [ADI | datum ASSUMED
drawn uP
| | T ——— _ TELSTRA checked _| WM
— SE ——SE WATER SERVICE CONDUIT
approved
L () WATER METER SONA AY
_ SURVEYING
PHONE (07) 5472 8569
: ; TREE TT
NO . project
ow oN, L PROPOSED DRIVEWAY
Y RECONSTRUCTION AT
LEGEND: PROPOSED SERVICES 23 EUGARIE STREET,
NEW N32 CONCRETE DRIVEWAY 125mm THICK | | NOOSA HEAD!
[I] wt F72 west wt somm toP cover 70 [NOGSA HEADS
SPECIFICATION ON IPWEAQ RS-050 ——
. Client
~~ D. HOLGATE
~NEW CONCRETE CROSSOVER
_|TO.NC STD DWG 9005. Neeesseenenasncanenasinssnaaninsiecanaicanengl
~ ——
2 title
“s ) LAYOUT PLAN 1 OF 1
HOUSE No. 23 NJ
LOT 213 Le )
RP88934 ee
R12 GALVANIZED DOWELS
400L @ 450CRS LOT 213 on RP88934
<0
R12 GALVANIZED DOWELS Parish of NOOSA
400L_@ 450CRS
County of MARCH
NOOSA SHIRE COUNCIL
DRIVEWAY SETOUT TABLE Locality of NOOSA HEADS
POINT No. | EASTING NORTHING | LEVEL DESCRIPTION
CROSSOVER ATKERBINVERT | SSS:
1 2012.9657 2049.6081 29.023 ‘sOmm JUMP UP SCALE
2 2012.4657 20496084 29.108 EDGE OF DRIVEWAY 005 _ 145 2 25 Meters __5
sc — 3 2010,9657 2049.6093 29.145 EDGE OF DRIVEWAY Kaas SoA om son se cA
4 2008.9997 2049.9758 28.895 EDGE OF DRIVEWAY \ USE_ONLY_DIMENSIONS PROVIDED. }
5 2007.0338 2050,3434 28,355 EDGE OF DRIVEWAY REVISIONS
6 2005.0677 2050.7104 21.128 CHANGE OF GRADE 7
1 2005,5386 2osa3z7— | 77.885 EDGE OF DRIVEWAY ae
8 2003,2093 2051.0573 27.350 | EDGE OF DRIVEWAY/EXISTING
9 2000.2493 2051.0602 27.350 EXISTING GRATED DRAIN
EDGE OF DRIVEWAY /
SAUTION TI 10 2002.6975 2047.9921 27.249 EWAY/EXISTING
UNDERGROUND. "1 2004.5019 2047.6798 27.470 CHANGE OF GRADE FILES
TELSTRA CABLE
LE 12 2006.4727 2047,3388 27.867 CHANGE OF GRADE COMPUTER DIRECTORY
XA\JOBS\CT Projects in progress\1727 23 EUGARIE|
B 2008.4436 2046.9977 28.367 CHANGE OF GRADE STREET\Current_ DWG\1727-01.DWG
HOUSE No. 21
LOT 214 14 2010.4145 204.6.6566 28.597 CHANGE OF GRADE
RPE FOR APPROVAL
CAUTION !! 15 2010.9640 2046.609 28.617 CHANGE OF GRADE
aEvER ACES BK 16 2012.4640 2046.6084 28.580 CHANGE OF GRADE Sheet 2 of 3. sheets
CROSSOVER AT KERB INVERT drawing number
1 2012.9841 2046,6081 28.495 dam JUHPIUP 1 79% _ 02
18 2007.1815 2042.8315 21.241 EDGE OF DRIVEWAY B
A 19 2004.5196 2042.9917 21.208 EDGE OF DRIVEWAY Ke date th SEPTEMBER 2017 yw,