Preliminary Civil Plans · MCU13/0030

Page 2

 

 

 

X:JOBSICT Projets in progress\ 1308 SWO plan forage care\Designiopw mar20‘Sicurent dugs\st

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

v
Top, sr y

SEQ
SEQ

SEQ
SEQ
SEQ
SEQ

 

 

SITE LOCATION N.T.S

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

 

  

 

 

EC

 

—e—

 

100W

 

 

 

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
oy cour ‘soaee "rem goa eee SS ee sores, omar oe

 

 

 

 

 

 

 

 

 

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

+
xorht SAREE

 
 
  

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

EXISTING,
ADMIN,
7 BUILDING 7

 

 

 

 

901

 

901

LEGEND —

 

 

DD rrr

 

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

 

 

 

Page 3

 

 

NOTE ALL UNDERGROUND SERVICES ARE
XIMATE. LOCATIONS ONLY. ACTUAL

LOCATION MUST BE LOCATED PRIOR TO

EXCAVATION)

( 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

Origin (BM) Fi *

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOT 102 on SP236318

Porish of TEWANTIN
County of MARCH

NOOSA SHIRE COUNCIL
Locality of COOROY

     
   

EXISTING
HYDRANT
- below

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CARPARK

 

 

 

 

 

a
SCALE

25 0 25 5.0 75 10 125m
Ee
SCALE BEFORE REDUCTION (A3)

‘SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE
_THIS DRAWING USE ONLY DIMENSIONS PROVIDED. J

(22) CARS

      

 

 

1:250

 

 

 

LEGEND — EXISTING SERVICES

 

 

 

 

 

 

 

 

 

 

 

 

—_————————__ EXISTING OVERHEAD POWER
—_———————__ EXISTING TOP OF BANK
—— —— —— —— EXISTING BOTTOM OF BANK
---crr nn EXISTING EASEMENT
sw — EXISTING DRAINAGE
—_—__ EXISTING STRUCTURE
_——_ EXISTING FENCE
—— — — — — _ EXISTING BITUMEN
———— --———__ EXISTING KERB
wr EXISTING PATH

EXISTING VEGETATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sot_2 dt see
1303-02
\ dote APRIL 2015 /)

 

3 SSNS

 

 

 

 

 

 

 

 

Page 4

 

 

 

LEGEND

(RAIN)

(TANK PROPOSED RAINWATER 24,000 LITRE
— RAINWATER TANK

 

PROPOSED BIORETENTION BASIN
LOCATION TO DETAILS ON PLAN 3
PROPOSED PVC STORMWATER PIPE
O==== PROPOSED FRC STORMWATER PIPE
PROPOSED ROOFWATER PIPE
——--——--—— PROPOSED KERB EDGE

aoe ROADSIDE GULLY PIT WITH PRE

ENTRY

 

 

 

 

TYPE 2 600x600 PIT WITH ELEVATED
GRATE

°e
Ss TYPE 2 900x900 PIT WITH ELEVATED
GRATE

PROPOSED ASPHALT SURFACING

FEEEsy PROPOSED CONCRETE FOOTPATH
PROPOSED CARPARK LEVEL

—_ DIRECTION OF SHEET FLOW
-_ STONE PITCHED BASIN OVERFLOW

PROPOSED TOP OF 1IN3 TO 1IN 4
BATTER

CATCHMENT BOUNDARY

EXTENTS OF CUT EARTHWORKS
EXTENTS OF FILLING EARTHWORKS
KERB INVERT M1 KERB & CHANNEL TO
STD DRAWING IPWEAQ R-0080

NEW STORMWATER CULVERT
DEVELOPED 0100 FLOOD LINE
FUTURE CENTRELINE

FUTURE KERB INVERT

FUTURE STORMWATER EASEMENTS

/ EXISTING Jj)

 

 

 

 

ij Al
BUILDING _

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CATCHMENT

A = 0.3574ha
81 = 0.0387ha
= 0.0571ha

 

 

 

 

 

[TOTAL =0.4532ha

 

 

 

 

 

 

I PROPOSED

 

 
  
  
  
  
  
 
  
  
  
  
 
 
 
 
  
 
 
  
 
  
 
  
   
    
  
  
 
 

DMIN

   

 

 

 

( Callaghan & Toth )

\ Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Booch Road

Phone 54740081, Fax 54740041

j-callaghanandtoth.com.ou

   

 

ADT_| datum AHD DERIVED

 

MM PSM *

 

 

Origin (BM) _RL +

 

 

 

ri i

ey
WATTERSON & ASSOCIATES
54 426 121

:

PROPOSED KABARA HOSTEL
20 TOPAZ STREET

NOOSA SHIRE COUNCIL

|

INTEGRATED WATER MANAGEMENT|
WATER QUALITY LAYOUT PLAN

|

LOT 102 on SP236318

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL

Locality of COOROY

A
OS —
SCALE

 

5 0 5 0 1% 20 25m

eee

SCALE BEFORE REDUCTION (A3)
‘SCALE SHOWN IS ORIGINAL DRAWING SCALE 00 WOT SCALE

1500

 

 

‘THES DRAWING USE ONLY DIMENSIONS PROVIDED.

  
  

    

 

 

 

 

 

 

 

 

 

 

 

Page 5

 

 

 

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 /)

 

 

 

Page 6

 

 

 

PROPOSED
ASPHALT
SURFACING

    
     
 

PLANTS AND 1:100
LONGITUDINAL GRADE

 

0.1m DEEP COARSE
SAND TRANSITION

0.2m MINIMUM DEEP 5—2mm
WASHED SCREENINGS &
SLOTTED RIGID SEEPAGE
PIPES & 0.5% MIN GRADE.

 

  
 

 

 

 

—| 0.60 wi 4

LN se SLOTTED RIGID SEEPAGE PIPE.

SURROUNDED WITH 100m LAYER OF
2-—5mm WASHED SCREENINGS.

BIORETENTION SWALE TYPICAL CROSS SECTION

 

SCALE N.T.S

 
   

 

  

NON WOVEN GEOTEXTILE
UNER TO WSUDO01

SECTION X=X

SCALE 1:50

RL105.71 |

  

 

 

 

22.)

23.

 

 

 

 

 

 

 

 

( Callaghan & Toth )

\ Civil, Environmental &

1 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 *

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BIORETENTION BASIN 14

SCALE 1:100

 
     
     
    
   

PLAN

BIORETENTION LARGE
COARSE SEDIMENT

ON LEGS” MIN 100 GAP TO PIT. FOREBAY 200s
CONTRACTOR TO MEGAPOXY RIVER STONES OVER
» ML SONS. GEOTEXTILE

 

   

Tee

ee Sece.} base RL105.11

0.2m DEEP 5-—3mm SAND TRAN:
SCREENINGS & 1008 D SION

LAYER (1mm
SLOTTED RIGID PVC DIAMETER SAND)
SEEPAGE PIPE TO INLET OF

0/F PIT

\ ne wen eevee

CHANNEL OVER GEOTEXTILE

0.1m DEEP COARSE

  
  

 

LOT 102 on SP236318

Porish of TEWANTIN
County of MARCH

NOOSA SHIRE COUNCIL
Locality of COOROY

 

a
‘SCALE

 

0.05 10°15 2 2.5 5
scale SCME SHOWN IS ORIGIAL ORWNING SCE
0 MOT SCALE FROM THIS DRANG

1:100(A3) (ie Gay DMIGENS PROVEED
EO