OPW1/0370 Operational Works Application for Prescribed Tidal Works · OPW14/0370

 

MHWS (RL.0.36m) AHD (RL0.42m) HAT (RL 0.56m)

MATCH TO EXISTING ROCK PROFILE

MLWS (RL - 0.28m) _

Datum —3

 

PROPOSED B2 KERB
ALIGNMENT 1
CUT BACK

=2% _+2%

u

 

DESIGN HEIGHT

0.235
0.631
0.717

0.931
0.988
1.013

1.365
1371

1.372
1.392
1.352

 

EXISTING SURFACE

1.241

 

DESIGN OFFSET

 

 

-4.529 [0.117

-5.994 |0.235
-4.748 |0.631

 

 

 

 

 

 

 

 

 

 

 

 

-4.218 |0.931
-3.125 |1.013
-3.010 | 1.037
-3.001 [1.037
-3.000 |1.038
-2.000 |1.102
0.000

 

SECURE 500 mm NOMINAL SIZE
TOE-ROCK INTO RIVERBED

MHWS (RL.0.36m) AHD(RL0.42m) HAT (RL 0.56m)

NK

PROPOSED

Le

XISTING
RAILING
RAILING

E

 

 

MLWS (RL - 0.28m AD

©

 

OI

Datum —4

 

ALIGNMENT 1

WILLIAM STREET

PROPOSED B2 KERB

CUT BACK

/ GYMPIE TERRACE
+2% 3%

 

DESIGN HEIGHT

-2.540

1.386
1.393
1.403
1.413
1.373

 

EXISTING SURFACE

1,308

 

DESIGN OFFSET

 

 

 

-8.899 |-2.462

 

 

 

 

-3.010 |-0.203
-3.000 |-0.200
-2.466 |0.984
-2.000 |0.968

0.000

 

 

 

TOP OF PROPOSED ROCK PITCHED
REVETMENT WALL - REFER TO TYPICAL DETAIL

 

TOE OF PROPOSED ROCK REVETMENT WALL

 

MHWS (RL.0.36m) AHD (RL0.42m) HAT (RL 0.56m}
MLWS (RL - 0.28m

 

Datum —3

 

EL
Zz
Ww
=
Zz
&
5
=z

 

DESIGN HEIGHT

-0.933
-0.142

1.216
1.394

 

EXISTING SURFACE

0.933

1.216
1.392

 

DESIGN OFFSET

-5.226 |-0.142

-6.011

 

 

 

 

-1.921
0.000

 

 

 

 

CROSS SECTIONS
HORIZONTAL 1:100 @ A1
0 1 2 3 4 5

VERTICAL 1:100 @ A1

GYMPIE TERRACE

NOTES:

EXCAVATION WILL BE CARRIED OUT AT LOW - OUTGOING TIDE.
WORKS WILL BE CLEAR OF EXISTING CHANNEL AND MARITIME TRAFFIC.
DO NOT DISTURB EXISTING PRIVATELY OWNED CONCRETE PILES

 

 

 

 

 

SURVEY STATION TABLE
POINT NO. TYPE EASTING NORTHING RL
9901 Screw 507130.415 7080612.705 1.361
9902 Screw 507112.546 7080596.835 1.097
9903 Nail 507148, 161 7080610.099 1.297 .
9904 Nail 507142.783 7080614.765 1.368 <—
PSM 18419 506754,241 7080419.516 1.402 < =” .
*
Oe
-
PROPOSED SILT CURTAIN we.
PROPOSED TOE OF PROPOSED urs om {
oe ee fee
ROCK REVETMENT WALL D o —_

   
  
   

 

  
 
 
  
 
 
 
 
 
 
 
 
 
 
  
 
 
 
 
 
 

  
 

  

JOIN NEATLY TO
EXISTING KERB

Number 305
Gympie Tce

PATHWAY AND REVETMENT WALL PLAN

HORIZONTAL 1:100 @ A1
oO 1 2-3 4 ~55

o 1 2 4.5

  

   

> -~—
O 0

 

PROPOSED
KERB INLET PIT
INVER RL1.006
CONNECT TO
EXISTING MH
Invert RL 0.446 Lot 4

PROPOSED PAVEMENT
REHABILITATION

BIN NOTE:

SUPPLY AND INSTALL 2401 WHEELIE BIN ENCLOSURE
(GENERAL WASTE) IN LOCATION SHOWN
AND BOLT TO NEW SLAB TO MATCH ADJOINING PATHWAY.

Kicrmorreanon’

PROPOSED ROCK PITCHED TOP REVETMENT WALL_

a

PROPOSED SAFETY RAILING AS SHOWN (20m LENGTH)

 

 

 

Number 307
Gympie Toe.

   

RP 65319

PROPOSED KERB BUILDOUT
WITH B1 KERB

   
  
 

LEGEND

PROPOSED LANDSCAPED GARDEN

PROPOSED ROCK REVETMENT WALL SS

OVERLAND FLOW PATH
EXISTING PIERS (TO REMAIN)

PEDESTRIAN SAFETY RAILING

PROPOSED STONE PITCHED HEADWALL - TOP RL 1.45
PROVIDE CONCRETE SCOUR PROTECTION - 5.5m LONG
FROM OUTLET OF EXISTING 300 DIA RCP TO MLWM (RL -0.28)

BACKFILL VOIDS, PLACE GEOTEXTILE AND
ROCK REVETMENT WALL
REFER TO CONSTRUCTION DETAIL
RESTORE (CONCRETE LINE)
| EXISTING 300 DIA RCP
PROPOSED PEDESTRIAN SAFETY RAILING

 

 

 

 

 

  
   

 
 
   
 
   
   
 
 
  
 

REFER TO DETAIL SHEET 7

PROVIDE 2 x 150 DIA POLY RELIEF PIPES
TO CONNECT FROM KERB TO

EXISTING STORMWATER MANHOLE
CAUTION - TELSTRA CABLE 600mm DEEP

INSTALL GJ JAMES
RUBBISH BIN

 

RAISE STORMWATER
MANHOLE LID TO LEVEL OF
NEW PATHWAY

Number 2
William Street
Lot 20

BUP 8076

= ReMSvE AND DISPOSE OF
EXISTING KERB AND CHANEL
AS REQUIRED TO SUIT
\\ NEW KERB ALIGNMENTL

S\\
dD

  
  
 

  
 
   
  

    
 
 
 
 

JOIN NEATLY TO
EXISTING PATHWAY.

JOIN NEATLY TO\s
EXISTING KERB

  

PROPOSED PLAIN CONCRETE

PROPOSED EXPOSED AGREGATE
COLOURED CONCRETE PATHWAY
REFER SHEET 8 FOR SPECIFICATION

 

 

Al

PLANNING INFRASTRUCTURE

 

ASSET, DESIGN AND INVESTIGATIONS

 

Noosa Council
PO Boxta1

 

‘TEWANTIN QLD 4565
OFFICE: TELEPHONE: FAX:

 

 

E PSM PSM 18419

e AHD RL 1.402

B SURVEY |ALLEN CRAMPTON
A |23-10-14| ESTABLISHED QUAY LINE DESIGN MARA ELLIS

Rv| DATE REVISIONS REC. |APPR.| CHECKED |CRAIG ELDRIDGE

 

 

 

 

 

 

Tewantin (07)5329.6501 (07) 53296501

 

 

 

 

WILLIAM STREET - NOOSAVILLE

PATHWAY, RAILING AND

REVETMENT WALL REHABILITATION

PLAN AND CROSS SECTIONS

Project Number

0000009

 

Drawing Sheet No.

03 Rv.A