16844 Approved plans · OPW14/0370

 

 

 

 

 

 

 

 

 

 

2
oc
g
MATCH TO EXISTING ROCK PROFILE aE
Gilly
HS0
Ooze
2a
O=bk
E23
=2% _+2% WILLIAM STREET
MHWS (RL 0,36m) AHD (RL 0.42m) HAT (RL 0.56m) -3 i ~
MEWS (RL - 0.28m) — |
7 i
i
- {
!
Datum. _-3 Nelo
DESIGN HEIGHT 4 SERBESERS B
S seggenman 2
EXISTING SURFACE  SERBeaRReS s
N QI AeTaeagk &
Ss seaelsSes §
a an wo - 1
DESIGN OFFSET ® ZARRS2S33 2
wh att tim cdi mimi) S
hi ctoisitebet ttt S
2
~, ~ a
&
SS wi
be
a Zo
Ww
Zoho SHS
FZa2 §86
SECURE 500 mm NOMINAL SIZE g20s 395
Wea ew, fo 0

TOE-ROCK INTO RIVERBED

MHWS (RL.0.36m) AHD (RL.0.42m)_HAT(RL 0.56m)

 

MLWS (RL - 0.28m)

 

 

Detum_ =4

 

DESIGN HEIGHT

1.386

1.403 |
1413
4.373

 

 

EXISTING SURFACE

 

-0.203

 

DESIGN OFFSET

 

 

8.899 |-2467 [-2.540

3.010

 

'-3.000 |-0.200 (1.393

~2.466 [0.984
~2.000 |0.968
0.000 _|1308 _

 

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

 

 

TOE OF PROPOSED ROCK REVETMENT WALL

 

MHWS (RL.0.36m) AHD (RL 0.42m) HAT (RL 0.56m;

 

 

 

 

ALIGNMENT 1

 

 

 

 

 

 

 

/ | \ GYMPIE TERRACE
+2% 3%
Pere Oren

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 RE
9901 Screw $07130.415 7080612.705 1.361
9902 Screw §07112.546 7080596.835 4,097
9903 Nail 507148.161 7080610.099 4.297
9904 Nait 507142.783 7080614.765 4.368
PSM 18419 506754241 7080419.516 1.402 . &
a
PROPOSED SILT CURTAIN
PROPOSED TOE OF PROPOSED eso 1
ROCK REVETMENT WALL ot at
ae
es
ee
PROPOSED BUILDOUT-TYPEB2KERB 4 o Tee
er

 

JOIN NEATLY 70 EXISTING KERB

As

 

PROPOSED

CONNECT TO

 

 
 
 
  
    
  
  

KERB INLET PIT
INVER RL1.006

BIN NOTE:

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

PROPOSED ROCK PITCHED TOP REVETMENT WALL_

PROPOSED SAFETY RAILING AS SHOWN (20m LENGTH)

\ a

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
A i
Orcs Lt

Lot 20
BuP 8076
ye _4\ REMOVE AND DISPOSE OF
YAN” EXISTING KERB AND CHANEL
S

 

KI
RAISE STORMWATER

ANHOLE LID TO LEVEL OF
NEW PATHWAY

AS REQUIRED TO SUIT
YA, NEW KERB ALIGNMENTL

 

  
    
    
 
  
  

 
  

 

 

 

 

 

 

 

 

\\ JOIN NEATLY TO Soe EXISTING MH Number 307
MLWS (RL - 0.28m) . SG , EXISTING KERB. LD tnvert RL 0.446 Symoie Tee
“ oO \s RP 65319
_ oo we \ ° . ‘
- ‘| A JOIN NEATLY TO
betun 3 QD PROPOSED PAVEMENT EXISTING PATHWAY
otum_— L -
~ aS ~ RS JOIN NEATLY TOY.
DESIGN HEIGHT aS 2 z F PROPOSED KERB BUILDOUT EXISTING KERB \,
Lat = = © WITH B1 KERB .,
EXISTING SURFACE g 2 2 x Number 305 y
a4 28 Symp Fee LEGEND Sy
oc c
DESIGN OFFSET BS B 3 TI TL IGT
$9 G = PATHWAY AND REVETMENT WALL PLAN KSEE] PROPOSED LANDSCAPED GARDEN
sci HORIZONTAL 1:100 @ A1
CROSS SECTIONS BIR oot 2 3 a8 PROPOSED ROCK REVETMENT WALL = PROPOSED PLAIN CONCRETE
HORIZONTAL 1:100 @ At oF Rs eS PROPOSED EXPOSED AGREGATE
———> —— OVERLAND FLOW PATH COLOURED CONCRETE PATHWAY
QF ee 4s ‘ REFER SHEET 8 FOR SPECIFICATION
VERTICAL 1:100 @ Ai oO Ol EXISTING PIERS (TO REMAIN)
PEDESTRIAN SAFETY RAILING
D a PLANNING INFRASTRUCTURE WILLIAM STREET - NOOSAVILLE | ,7°"""
D -
° AHD RL 1.402 ASSET, DESIGN AND INVESTIGATIONS PATHWAY, RAILING AND 0000009
At 8 SURVEY /ALLEN GRAMPTO Rooea Count , -
A DESIGN” |WARA ELLIS, 7 ra Jhesnicans REVETMENT WALL REHABILITATION Drawing Sheet No.
= 22). Jeyece:  TeuerHowe: Fa
Rv DATE REVISIONS REC. |APPR.] CHECKED [CRAIG ELDRIDGE ¢ “offal ee (ory sansor car stesso PLAN AND CROSS SECTIO NS 03 Rv