Preliminary Civil Plans · MCU13/0030

 

 

 

LEGEND: PROPOSED SERVICES
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
Ld 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

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

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

Po NEW RETAINING WALL REFER TO LONG SECTIONS ON PLAN
1225-95 & FOUNDATION DETAILS ON PLAN 1225-84

NEW HOUSE PAD LOCATIONS. TOPSOIL, GRASS SEED & MULCH

 

Ec

 

EC

 

 

 

 

PLANS FOR FINISH TOPSOIL LEVEL

TREES TO BE REMOVED & MULCHED
BY CIVIL CONTRACTOR

103 NEW FINISH
CONTOURS

110

LEGEND —

 

 

WWI

75mm THICK (100% COVER BY ON MAINTENANCE). REFER TO

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

EXISTING TREES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL UNDERGROUND
ewices "ARE. APPROXIMATE
LOCATIONS ONLY. ACTUAL LOCATION
MUST BE LOCATED PRIOR TO
EXCAVATION)

104

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EXISTING
ADMIN
/~3- BUILDING

I5— NEW
+ BUILDING

j-/- PROPOSED = z

 

 

DRAINAGE SETOUT TABLE 3
NAME/COORD | STRUCTURE CHAINAGE | LIP/LID/IL | OFFSET [ROAD
STRUCTURE TYPE RL CEN | GRADE
1G X= 0a et ee ivanzen (8966 | UD48500 | 7.702 | N/A
Y= 674.752 | GRATE, TO STO ORG
IPWEAG D-0050 TYPE 2
2/6 Xe 907.754 |e OLY OF me | 486 | uPsems | 2725 | sas
Y= 682.061 | ipwEAa D-0063
ON GRADE GULLY LP IN
3/6 X= 9.992 line 2am UNTEL TOSTO| ASE | 48:4 21s (| 1%
DRG PWEAQ D-0063
1/68 X= 960.062 Tee van (4759 | UD43.900 | 162s | NA
Y= 1656374 | 9019
5/G X= 966672 |Guneanee prcciass | 40968 | is0200 | 11167 | NA
Y= 1655660 | > ppg
a ee N
es \ 3
. poy
QO, ZL s <
NN Ki
) Ss |

 
  
 
  
 
  
 
 
 
  
 
  
  
  
   
  
 
    
   
     
     
 
  
 
  
   
     
 

( 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

  

 

ADT _| datum AHD DERIVED

 

PSM *

 

 

AH] Origin (B.M.)_Ri_*

 

 

 

LOT 102 on SP236318

Porish of TEWANTIN
County of MARCH

NOOSA SHIRE COUNCIL
Locality of COOROY

 

a
‘SCALE

 

5S 0 5 10 15 20 25m

—————
‘SCALE BEFORE REDUCTION (A3)
‘SCALE SHOWN IS GRIGIMAL DRAWING SCALE DO NOT SCALE

4500

 

 

‘THS DRAWING USE ONLY DIMENSIONS PROVIDED.

 

 

 

 

 

‘crowing number
1303-15

 

 

 

 

dote APRIL 2015 /)