16844 Approved plans · OPW14/0370

Page 2

 

 

 

 

 

 

 

a a SURVEY STATION TABLE
=
POINT NO. TYPE EASTING NORTHING RL
9901 Screw 507130.415 7080612.705 1.361 REMOVE AND DISPOSE OF
9902 Screw 507112,546 7080596.835 1.097 EXISTING TRAFFIC ISLAND
9903 Nail 507148,161 7080610.099 .. 1.297 EXTENT AS SHOWN
9904 Nail 507142,783 7080834765 4.368
PSM 18419 506754.241 7080419.516 9s: 1.402 . es -
7 a" ~
REMOVE AND DISPOSE OF __ .
a EXISTING RAILING” °

  

  

EXISTING FEATURES PLAN

 

 

REMOVE AND DISPOSE OF
EXISTING CONCRETE PATHWAY
_ EXTENT AS SHOWN ___

 

Number 305
Gympie Tee

 

yt
Lot

RP 65319
SEDIMENTATION CONTROL

 

 

 

 

 

 

 

Number 307,
Gympie Tee.
Lott

RP 65319
REMOVE AND DISPOSE OF EXISTING
ASPHALT SPEED HUMP

 

REMOVE AND DISPOSE OF EXISTING
CONCRETE TRAFFIC ISLAND AND KERB.

RETURN EXISTING BIN TO COUNCIL DEPOT

 

 

REMOVE AND DISPOSE OF
EXISTING CONCRETE APRON
DECOMMISSION

ay

     

 

   

 
   
   
   
   
   
    
   
 
  

 

 

NOTE:

 

 

  

EX 300 DIA PIPEX

  
  

“

 

   
   
 
  
     

 

PHOTO 1 - EXISTING REVETMENT WALL AND PIE

   

RS

 

EXISTING FEATURES LEGEND

&P. E

E

 

TE Overhead Power Line and Pole

eR -—-a---—-1-—
EPTE

TE
}—or—or—or-—

Underground Telco Line and Pit
Overhead Telco Line and Pole

Underground Optic Fibre and Pit

Stormwater Pipeline & Pit ar M/H
Terrain, Bank or Drain Batter

 

K&C, channel, footpath, driveway
Rockwall or feature

vem men aoe —— Edge of bitumen road
maa oe moe = ————=_ ROad centreline

Building/structure face

 

‘ ’ Fence line
49999 Survey Control Station
RP ————aam Ke Existing RP Boundary

 

 

DEMOLISH EXISTING
i tn CONCRETE

Pred “77 EXISTING ROCK
GEE LT od “7 REVETMENT WALL

EXISTING OVERLAND
=> —> —— FLOW PATH

EXISTING CONCRETE
PIERS (TO REMAIN)

 

 

cot — -W- — -W- -~ Underground Water main & FH/SV

 

 

 

 

 

 

 

of 2 34S ENEGEX NOTE:
—— a 1, MAXIMUM DEPTH OF EXCAVATION ALLOWED AT THE BASE OF POLE 16941 iS 500mm
+400 @ MA SRS NO TREES TO BE REMOVED OR DAMAGED 2, FINISHED GROUND LEVEL AFTER WORKS ARE COMPLETED TO BE AT CURRENT
, NATURAL SURFACE LEVEL
3. MAINTAIN MINIMUM 500mm GAP BETWEEN THE POLE AND PROPOSED RAILING
E PSM PSM 18419 Project Numb
8 PLANNING INFRASTRUCTURE WILLIAM STREET, NOOSAVILLE SAAC
c AHD RL 1.402 ASSET, DESIGN AND INVESTIGATIONS| PATHWAY, RAILING AND 0000009
Al B SURVEY [ALLEN CRAMPTON 7) Noosa Counc , -
aq DESIGN [WARAELUS 7 Com Sfrol erm om REVETMENT WALL REHABILITATION Drawing Sheet No.
7d, :TELEPHOHE: FAX:
Ry DATE REVISIONS REC. |APPR.| CHECKED |CRAIG ELDRIDGE cbg «| 14)/ a (on ss296s01 a7) sezeas01 EXISTIN G FEATURES 02 Rv._

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

 

 

 

 

 

 

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

    

    
      

TOE ROCK WALL

  

Number 2
Wiliam Seat
Lot 20

BUP 8076

SETOUT POINTS TABLE

 

 

 

POINT NO EASTING NORTHING RL. DESC,
ALL
POINT 1 §07122.568 7080609.760 1.394 - CH 0,000
POINT 2 507125.446 7080611.349 4.386 - CH 3.460
POINT 3 §07130.278 7080613.048 1.376 - CH 8,392
POINT 4 507131.816 7080613.269 4.373 - CH 10.000
POINT 5 507135.770 7080613.883 4.364 - CH 14.000
POINT 6 507141.699 7080613.479 4.349 - CH 20.000
POINT 7 507149.777 7080607.473 1.330 - CH 30.370
POINT 8 507151.666 7080604.460 1,322 - CH 33.920
AL2:
POINT 9 §07124.299 7080604.258 1.380 - CH 0,000
POINT 10 | 507132.194 7080608.754 1.026 - CH 9.085,
ISLAND:
POINT 11 | 507141.584 7080606.388 1.200 - ISLAND
POINT 12 | 507141,584 7080606.388 1.067 - ISLAND
POINT 13 | 507142,136 7080607.107 1,220 - ISLAND
POINT 14 | 507146.979 7080601.991 1.240 - ISLAND
POINT 15 | 507145.151 7080600,804 1.220 - ISLAND

Number 305
Gymple Tee
Lot

RP 65319

tort
RP 06319

 

PLAN
0 0.02 0.04 ~— 0,06
ee
Scale 1:1 @A1

Number 307
Gymple Tee.

  
 
     
   
      
    
   
 
   
   
     
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Horizontal Geometry Alignment 1

InSeg OutSeg Tan Chainage Coordinates.

x Y Zz

In Direction Out Direction In Rad Out Rad
Deg Min Sec Deg Min Sec

Line 0,000 §07122.502 7080609.761 1,394 29°01'36,28"

Line Arc Yes 3.456 §07125.524 7080611,438 1.386 29°01'36.28" 29°01'36,28" 14,000
Arc Line Yes 8,392 §07130.169  7080613,031 1,376 8°49'35.18"  8°49'35.18" 14.000
Line Are Yes = 14,001 507135.711 7080613.892 1,364 8°49'35,18"  8°49'35.18" 14,000
Arc Line Yes 21.061 507142.663  7080613.207 1.349 339°55'55.88" 339°S5'55.88" 14.000.
Line Arc Yes 21,120 507142.719 7080613,187 1.349 339°55'55,88" 339°55'65.88" 14.000
Arc Line Yes 30.369 507149,778 7080607.473 1.330 302°04'49,94" 302°04'49,94" 14.000
Line 33,925 507151.666 7080604.460 1.322 302°04'49.94"

FOR SURVEY SETOUT CONTACT NSC
RICHARD HENDERSON, ENGINEERING SURVEYOR
PH: 0419 651 978

NOTE:

e@ REINSTATE EXISTING SIGNS AND LINEMARKING
IF REMOVED DURING CONSTRUCTION

e TRAFFIC SIGNS TO BE MOUNTED AT A MINIMUM

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| NATURAL SURFACE HEIGHT OF 2.1m
~ . . | DESIGN SURFACE
1 - ~ - - - ~ ~ -
Hori. t Ridm Rigm Ridm
joriz Curve Data LEGEND
Vertical Geometry Grade (%) -0.21%
Vertical Grade Length (m) 33.925m
Vertical Curve Length (m) PROPOSED LANDSCAPED GARDEN
Vertical Curve Radius (m)
DATUM R.L.0.000
NAT. SURFACE ON
& 2 3 a 3} SiS 3 a PROPOSED PLAIN CONCRETE
ALIGNMENT 1 = = = = Sale = =
CUT / FILL DEPTHS g 5 & =| 25 8 3 7a
> e 9 3 3| FF 9 ? _*. =" PROPOSED EXPOSED AGGREGATE
=e oo, | COLOURED CONCRETE PATHWAY
DESIGN LEVELS ON it
a 3 s 3 al SiS a 8
IMENT * a m a mm) aly ” 4
ALIGNMENT 1 2 2 2 = S|) Se = = OVERLAND FLOW PATH
= - o 1
CHAINAGE 8 s 5 Sly g 8
° m oo = S| SIS a fA PEDESTRIAN SAFETY RAILING
> = Horizontal scale 1:100
LONGITUBINAL SECTION ALIGNMENT 1 gg 4S oO 0 EXISTING CONCRETE PIERS (TO REMAIN)
im
0 02 04 06 08 10
Vertical scale 1:20
E PSM PSM 18419 Project Number
8 PLANNING INFRASTRUCTURE WILLIAM STREET, NOOSAVILLE
° AD [RL 1402 ASSET, DESIGN AND INVESTIGATIONS 0000009
Rooza Couned PATHWAY, RAILING AND
B SURVEY [ALLEN CRAMPTON -) 10/14 | Ssaces -
an DESIGN |WARA ELLIS 727 tora | vena REVETMENT WALL REHABILITATION Drawing Sheet No.
OFFICE: TELEPHONE: FAX:
Ry] DATE REVISIONS REC. [APPR.| CHECKED |CRAIG ELDRIDGE 7Q)& 10/14 | tewanin consseoesor(onszzaseos LONG SECTION ALIGNMENT 4 04 Rv._

 

 

 

 

 

 

 

Page 5

 

 

 
 

 

th

 
  
 

: EXISTING FEATURES LEGEND

“ Ss EAEEEEEenceaiaemae EP ,
= —& ——_—————_ Overhead P
JOIN NEATLY TO $ verhead Power Line and Pole

 

   
 
    
  

EXISTING PATHWAY. apes Underground Telco Line and Pit
JOIN NEATLY TO AB ere - Underground Optic Fibre and Pit
EXISTING KERB oe E}—or— oF — oF
ee FHISV Underground Water main & FH/SV
wa Cw — -W- — -we —

 

___ Stormwater Pipeline & Pit or M/H

a2" Street_ 2 os we pee 13.———— =F _ Terrain, Bank or Drain Batter

~—__N~ oe

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ee PROPOSED CONCRETE DRIVEWAY K&C, channel, footpath,driveway
-@- ALIGNMENT 2 Ly, os ~ REFER TO STO OW 50 —_— Rockwall or feature
=8- . = _ ____ Edge of bitumen road
ea an _. a __ a = _ . Road centreline
Q-7 a de oO g Building/structure face
2 . 2 Sg Fence line
OQ / /
A9999 Suvey Contral Station
PLAN we i” Existing RP Boundary
0 0.02 0.04 006m fo \ oo memes EXISTING
‘eee eee CONCRETE PATHWAY
Scale 1:1 @At eer 77 J) EXISTING ROCK
naa LE REVETMENT WALL
EXISTING OVERLAND
woe FOR SURVEY SETOUT CONTACT NSC > > FLOW PATH
RICHARD HENDERSON, ENGINEERING SURVEYOR O EXISTING CONCRETE
PH: 0419 651 978 a PIERS (TO REMAIN)
1] JOIN NEATLY TO
i| EXISTING KERB
RECONSTRUCT KERB
3 SETOUT LIP OF B1 KERB AND CHANNEL,
5 NATURAL SURFACE
i} __DESIGN SURFACE __ a
3 Horiz Curve Data ~ 7 = Rim
ei
| | Vertical Geometry Grade (%) 0.378%
| | Vertical Grade Length (m) 66.604m
= —\|; Vertical Curve Length (m)
| Vertical Curve Radius (m)
| | DATUM R.L.0,.000
| NAT. SURFACE ON], al
~~ x 5 313 2 s
ALIGNMENT 2 3 = Ze = S
CUT / FILL DEPTHIE 3 gig 8 2
DESIGN LEVELS ON/_ . Tf
ALIGNMENT 2 3 5 gis 3 5
CHAINAGE 8 g
° o SIR = a
LONGITUDINAL SECTION ALIGNMENT 2
Horizontal scale 1:100
oo 1 2 3 4
a 0.2 04 06 08 19
BEST PLOTTED Vertical scale 1:20
AT AT.
E PSM PSM 18419 Project Number
PLANNING INFRASTRUCTURE
D AHD RL 1.402 ASSET, DESIGN AND INVESTIGATIONS] zs zs WILLIAM STREET, NOOSAVILLE 0000009
Al 5 SURVEY [ALLEN CRAMPTON, Hosen cove S PATHWAY, RAILING AND
8 Papo. Tevenrvts OUD 4565 : ss REVETMENT WALL REHABILITATION Drawing Sheet No.
A DESIGN |MARAELLS  (C-<-Bahof Msc waco: exe nas Me
Ry, DATE REVISIONS REC, [APPR] CHECKED [CRAIG ELDRIDGE CRE “1G fA} Tevorin tor seovec0 or ssasstos LONG SECTION ALIGN MENT 2 05 Rv.

 

 

 

 

 

 

 

 

 

 

 

 

Page 6

 

   

Number 6

 

 

Number 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vitiiam Street AL Mien Steet
4
ap erere = RP 67878 a
pub i eet
« va
7 DRIVEWAY 2
wy o
— =
©
F
~
bw
__ ae
—16
o ,o
__ CONCRETE te JOIN NEATLY TO QO
__._ CROSSOVER EXISTING KERB =
—— | a
ALIGNMENT 2 oa, ~
—s = =
uy - ee
& ET ale
yn . “Oy
z2 92 8:
5 2 a
oO oO
FOR SURVEY SETOUT CONTACT NSC PLAN shunoer3
RICHARD HENDERSON, ENGINEERING SURVEYOR 0 0.02 0.04 0,06m on
PH; 0419 651 978 ae BUP 10567"
Scale 1:1 @A1
Horizontal Vertex Data for Alignment 2 RECONSTRUCT KERB AND CHANNEL
a SETOUT LIP OF KERB AND CHANNEL
InSeg  QutSeg Tan Chainage Coordinates In Direction Out Direction In Rad +
x Y z Deg Min Sec Deg Min Sec A
Line 0.000 507124295 © 7080604,264 0,992 29°37'16.12" =
Line Arc Yes 9.085 §07132.194 70B0608,754 1,026 2" 29°376.12" 7.000 z
Are Line Yes 19.778 — §07141.584 —7080806.388 1.087 .70" 302°0S'S0,70" 7.000 -
Line 84.752  807176.109  7080551.346 = 1.305 302°05'50,70" 3
Vertical Alignment Report for Alignment 2 %
InSeg OutSeg Tan Chainage iInGrade OutGrade In VCL Out VCL NATURAL SURFACE 5
% % Radius Radius a
Line 0.000 0.992 0,38
Line Line No 66,804 1.244 © 0,38 0.34 DESIGN SURFACE |
Line 84,752 4.305 0.34 = = T
Horiz Curve Oata
Vertical Geometry Grade (%) 0.378% 0.34%,
Vertical Grade Length (m)} 66.604m 18.148m
Vertical Curve Length (m)
Vertical Curve Radius (m)
OATUM R.L.0.000
NAT. SURFACE ON]. .
8 Ss a 3
ALIGNMENT 2 3 q 8 a
t
CUT / FILL DEPTH|e 5 8 8
s ad s s
DESIGN LEVELS ON - o
S s ae oS
ALIGNMENT 2 = 8 § R
oy
CHAINAGE x
o oe So 7
a 3 3a 3
LONGITUDINAL SECTION ALIGNMENT 2 (2)
Horizontal scale 1100
o 1 2 5 4 §
emery
0 02 04 O6 0.8 1.0
Vertical scale 1:20
BEST PLOTTED
AT AT.
E PSM PSM 18419 ‘ Project Number
D PLANNING INFRASTRUCTURE WILLIAM STREET, NOOSAVILLE
D AHD RL 1.402 ASSET, DESIGN AND INVESTIGATIONS PATHWAY, RAILING AND 0000009
Al B SURVEY [ALLEN CRAMPTON. ooea Ceunea : -
a DESIGN Jwara cus (ZZ 7 Jens REVETMENT WALL REHABILITATION Drawing Sheet No.
22 tof peYorrice: “verernone, ax
Ry, DATE REVISIONS REC. [APPR.| CHECKED [CRAIG ELDRIBGE COS [ig /(A"] wenn ansezecsor _omysazeesr LONG SECTION ALIGNMENT 2 (2) 06 Rv.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

 

 

STONE PITCHING AT TOP OF REVETMENT WALL
(Nominal 250mm thick, Minimum Riprap size
150mm dia.,NO FINES Concrete Mortar)

PROPOSED REVETMENT WALL
PLACE NOM 300-500mm DIA BASALT ROCK OR SIMILAR
SUITABLE FOR MARINE ENVIRONMENT

AND PATHWAY

PROPOSED TYPE B2 KERB

AND 32MPa SALT RESISTANT
EXPOSED AGGREGATE PATHWAY
200mm THICK WITH SL 102 MESH
CENTRALLY PLACED

 

 

 

 

SECURE NOMINAL 500mm TOE-ROCK INTO RIVERBED

 

MHWS (RL 0.36m) AHD (RL 0.42m)

ALIGNMENT 1 - TOP OF KERB

PROPOSED TIMBER
SAFETY RAIL

 

 

 

 

 

HAT (RL 0,86m)

 

 

 

 

MCWS TRE 028m)

EXCAVATE EXISTING ROCK REVETMENT WALL
TO EXPOSE NATURAL SURFACE

TOE OF ROCK
REVETMENT WALL

REMOVE AND DISPOSE OF EXISTING
CONCRETE TRAFFIC ISLAND

 

 

 

PAVEMENT REHABILITATION
0.5m CUTBACK AT 3% GRADE

ALLOW 50mm SETDOWN FOR

   

AC SURFACING
GYMPIE

TERRACE

300mm WIDE DRAINAGE LAYER

   

 

 

 

 

 

 

 

 

PROFILE TO ALLOW FOR
50mm ASPHALT OVERLAY

20mm SCREENING WRAPPED IN GEOTEXTILE

 

 

 

 

 

 

PLACE 600R GEOTEXTILE BELOW PROPOSED ROCK
REVETMENT WALL AND PROVIDE 0.5m OVERLAP ON ALL JOINTS

 

EXISTING ROCK REVETMENT WALL

PROPOSED ROCK REVETMENT WALL.

PROPOSED STONE PITCHED CAPPING

EXISTING ROAD PAVEMENT

PROPOSED CUTBACK

REFER TO B2 KERB DETAL BELOW
FOR SPECIFICATION

REMOVE AND DISPOSE OF EXISTING PATHWAY AND ASPHALT PAVEMENT
BACKFILL VOIDS, PLACE ELCOMAX 600R GEOTEXTILE (OR APPROVED EQUIVALENT)

AND COMPACTED ROAD BASE

 

EXISTING CONCRETE PILES TO REMAIN

 

 

TYPICAL SECTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PATHWAY - REFER

          
   

 

 

 

 

 

 

 

 

 

 

 

 

 

CONSTRUCTION DETAIL 1 SHEET 8 FOR FINISHES
0 25
_ = 6 32mPa SALT RESISTANT
1200: NOMINAL SPACE BETWEEN POSTS 2550, gay MoREMorFOSTe mene EXPOSED AGGREGATE REFERENCE POINT FOR
JOIN HORIZONTAL RAILS AT POST COLOURED CONCRETE SETOUT AND LEVELS
YUNGTION EVERY SECOND POST. cs ro SL 102 MESH CENTRALLY PLACED ALIGNMENT 4
+}. . a 75 x38 ACQ OR SIMILAR STANDARD 2mWIDE
| gi eg TREATED HORIZONTAL RAILS: erm
1 ie * FIX HORIZONTAL RAILS WITH TYPE 17
8 AL ! |

TREATED HORWONTALRALS REAR, ENSUE Hn 99 EMBED INTO POST BARRIS soomm SAW CUT EXISTING

100 x 100 ACO OR SIMILAR STANDARD. fone 2 / g thee ee ACO, on SIMILAR STANDARO : j 8 /

TREATED H4 F17 HARDWOOD POSTS | a g g wire PrReMOTOe ee POSTS - 3 Pope

NOTE: ARRIS ALL EXPOSED EDGES OF. t— j | )

BOTH POSTS & HORIZONTAL RAILS. ns or NOTE: ARRIS ALL EXPOSED EDGES OF ite

U bows BOTH POSTS & HORIZONTAL RAILS. ir ay ae renrmevahoaresnenan
| 75MM (MIN) - 150
el BEDDING TO
g 500 KERB PAVEMENT REHABILITATION (MINIMUM)
FIX POSTS TO TOP OF ROCK | 2M WIDE 32mm NOMINAL THICK ASPHALT SURFACE
REVETMENT WALL 5 ss (rs “rr™ 7a PATHWAY NOMINAL 200mm DEEP CEMENT TREATED BASE (CTB)
AG \ V ¥ / hoy La pene
ds DES Aaa oe cc és sl a On, ied <
AB pe 0 ot Lp vor ste B2_KERB DETAIL
o~ om FN DIMENSIONS IN MILLIMETRES
“rons ey ve necann saeony RAILING DETAIL SIDE VIEW NOT TO SCALE
E PSM PSM 18449 Project Number
PLANNING INFRASTRUCTURE y
atl ee WILLIAM STREET, NOOSAVILLE | oGpgpg
® DESIGN [MARA ELLIS 7 2) tore? REVETMENT WALL REHABILITATION Drawing Sheet No.
CGE | ove: TeePHoNe:

Rv, DATE REVISIONS REC. [APPR.| CHECKED [CRAIG ELDRIDGE COS" of 14 in (ON SazB6s0s (ar) szaBE801 TYPICAL CONSTRUCTION DETAIL 1 07 Rv._

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 8

 

 

MATERIALS AND SURFACE FINISHES ~ PROVIDE SAMPLES OF ALL FINISHES FOR COMPARISON AND APPROVAL.

 

 

 

 

 

 

 

CODE (TEM COLOUR AGGREGATE NOTES FINISH
P41 CONCRETE PATHWAY CCS ' DESERT BUFF" 90% HANSON 'LAWTON' AGGREGATE (7-10mm NOMINAL SIZE) + 10% WHITE ASH EXPOSED AGGREGATE COLOURED CONCRETE MEDIUM WASH FINISH
P2 PLAIN CONCRETE GREY PORTLAND BLUE METAL (5-7MM NOMINAL SIZE) MEDIUM BROOM FINISH
P3. RECONSTRUCT ASPHALT PAVEMENT PAVEMENT REHABILITATION (MINIMUM) NOMINAL 200mm DEEP CEMENT TREATED BASE 50 mm NOMINAL THICK ASPHALT SURFACE
P4 STONE PITCHING AT TOP OF REVETMENT WALL NOMINAL 250MM THICK MINIMUM RIPRAP SIZE 150MM DIA.,NO FINES CONCRETE MORTAR

 

 

 

  

PROPOSED TIMBER SAFETY RAILING
REFER DETAIL SHEET 05

PROPOSED PLAIN

 

FINISHES PLAN

> 0 0.02 0.04
=)
Scale 1:1 @A1

CONCRETE PATHWAY
JOIN NEATLY TO EXISTING

   

0.06m

 

 

 

 

 

 

 

 

      

 

 

 

ow 40
wa 150
be [| REFER CONTROL
Eg 150 450 LINE PLANS.
= zB SETOUT POINT
Se
28
a.
wi aé
ae zz
oe <3 2
@ I g28
: wea
Zz “ >
= ESN os Sw
& SLA wz GRR RRR RZ
SEEKER e wk (B1+ 450)
gs Re CRRA Si & BARRIER KERB AND CHANNEL.
DISIAN a 8 CLOSEST DTMR EQUIVALENT,
PSSLNISA 82 f PE 87.
REFER STD DWGS FOR

SUBSOIL SPECIFICS.

 

PATHWAY NOTE:
REFER TO STANDARD DRAWING SEQ 065
FOR PATHWAY CONSTRUCTION DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

E PSM PSM 18419 PLANNING INFRASTRUCTURE . Project Number
AAl: a a a ASSET DESIGN ANDINVESTIGATINS WILLIAM STREET, NOOSAVILLE | goqgo09
A DESIGN /MARA ELLIS Cizah o, [pew co ses REVETMENT WALL REHABILITATION Drawing Sheet No.
bof tefernce Lr
Rv, DATE REVISIONS REC. [APPR] CHECKED JCRAIG ELDRIDGE re ae ensmen nssnesn TYPICAL CONSTRUCTION DETAIL 2 08 Rv._

 

 

Page 9

 

GENERAL NOTES:

1. DESIGN CRITERIA FOR THE WALL ARE BASED ON THE FOLLOWING:
— DESIGN LIFE OF NEW ROCK PROTECTION = 50 YEARS.

Botts CRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER
DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN
INSTRUCTIONS

AS MAY BE ISSUED DURING THE COURSE OF THE CONSTRUCTION.
DISCREPANCIES AND VARIATIONS SHALL BE REFERRED TO THE
SUPERINTENDENT

BEFORE PROCEEDING WITH THE WORK.

3. DURING CONSTRUCTION THE CONTRACTOR (AS PRINCIPAL
CONTRACTOR) SHALL BE RESPONSIBLE FOR MAINTAINING THE
STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART
SHALL BE DAMAGED UNDER CONSTRUCTION ACTIVITIES.

4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMPLEMENTATION OF EROSION AND SEDIMENTATION CONTROL
MEASURES DURING CONSTRUCTION.

5. ON COMPLETION OF WORKS THE SITE (INCLUDING ALL ACCESS
ROUTES) SHALL BE LEFT IN A CLEAN AND TIDY CONDITION TO THE
SATISFACTION OF THE SUPERINTENDENT,

6. WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH THE
RELEVANT SAA CODES EXCEPT WHERE VARIED BY THE CONTRACT
DOCUMENTS.

7, ALL LEVELS ARE EXPRESSED IN METRES TO A CONTROLLED
DATUM (REFER LEVEL DATUM NOTE). ALL DIMENSIONS RELEVANT TO
THE SETTING OUT OF THE WORK SHALL BE VERIFIED BY THE
CONTRACTOR BEFORE CONSTRUCTION PROCEEDS,

8. THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT FROM
THE SUPERINTENDENT BEFORE INCORPORATION INTO THE WORK.

9, CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCEMENT OF WORK.

ARMOUR ROCK

CLASS & GRADING

1. ROCKS SHALL BE GRADED VISUALLY.

2. NOT MORE THAN 5% OF ROCKS SHALL HAVE A RATIO OF
MAXIMUM DIMENSION TO MINIMUM DIMENSION OF GREATER THAN

3 Rocks SHALL COMPLY WITH THE FOLLOWING GRADING BASED ON
ROCK COUNTS:
~ <0.45 DNSO MIN
~ <1.0 DNS5O MEAN
— >1.55 DNSO MAX
UNLESS WHEN PLACED IN THE WORKS THE GENERAL ROCK
RADING IN THE AREA OF INDIVIDUAL LARGE ROCKS IS INCREASED
SUCH THAT AT LEAST 50% OF THE SURROUNDING ROCKS ARE
GREATER THAN 0.6XDN OF THE LARGER ROCK),
WHERE ROCKS ARE MEASURED BY DN= SUM GF 3 MUTUALLY
PERPENDICULAR
DIMENSIONS.
4, THE SIZES OF THE ARMOUR ROCK TO BE USED IN THE WORKS
ARE SET OUT
BELOW:
ONSO

go
100
RELATIVE DENSITY OFOCK SHALL BE A MINIMUM OF 2.6 (SATURATED

SURFACE DRY)
5. EXISTING LARGER ROCK MAY BE UTILISED IF OF SUITABLE
QUALITY.

6. MATERIAL SHALL BE PLACED SO THAT THE DISTRIBUTION OFOCKS
WITHIN ANY 5M X 5M AREA CONFORMS WITH THE ROCK COUNT
GRADING BASED ON DNSO.

7. SATURATED SURFACE DRY — LARGER SAMPLES ARE SATURATED
TO FILL ALL ACCESSIBLE VOIDS BUT THE OUTER SURFACE IS DRY.

GEQTEXTILE

1. GEOTEXTILE FABRIC SHALL BE ELCOMAX 6Q0R (NON WOVEN OR
SUITABLE EQUIVALENT)

2, GECTEXTILE SHALL BE INSTALLED WITH SOOMM OVERLAP AT

SONSTRUCTION
ROCK PLACEMENT

1. THE CONTRACTOR SHALL SUPPLY A METHOD STATEMENT
DETAILING ITS PROPOSED METHOD OFOCK PLACEMENT AND
CONTROL TO ENSURE THE REMEDIATION MEETS THE SPECIFIED
STANDARDS.

2. ARMOUR ROCK IS TO BE PLACED ON THE GEOTEXTILE
AT THE TOE OF THE WALL IN TWO LAYERS TO THE MINIMUM
THICKNESS SHOWN ON THE DRAWINGS.

3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR
DETERMINING SATISFACTORY PLACEMENT TECHNIQUES TO
ENSURE GEOTEXTILE IS NOT DAMAGED.

4. THE METHOD OF PLACING SHALL PRODUCE A DENSE,
EVENLY DISTRIBUTED ROCK BLANKET WITH A MINIMUM OF VOIDS
AND SHALL ENSURE THE MAXIMUM
INTERLOCK BETWEEN ADJACENT ROCKS.

5. INDIVIDUAL ROCKS SHALL BE MOVED TO A NON—MOVING
STABLE POSITION IN CONTACT WITH THREE OTHER ROCKS.

8. TOLERANCE AND FINISH LEVELS:
~ THE ARMOUR ROCK THICKNESS SHALL BE WITHIN —O00 MM
AND +200 MM OF THE SPECIFIED THICKNESS AT ALL
LOCATIONS.
=- THE SLOPE OF THE ROCK LAYER SHALL NOT VARY BY MORE
THAN 10% FROM THE SPECIFIED SLOPE.

HOLD POINTS

THE FOLLOWING HOLD POINTS FOR INSPECTION SHALL APPLY
BEFORE PROCEEDING WITH EACH STAGE OF CONSTRUCTION:

1. TRAFFIC CONTROL, ENVIRONMENTAL CONTROLS, WHS
CONTROLS.

2. REMOVAL OF EXISTING CONCRETE AND ROCK

2.1. SUPPORT TO EXISTING PAVEMENT EDGE

2.2. OTHERWISE AS DIRECTED

QUALITY OF ARMOUR ROCK MATERIAL

1, ARMOUR ROCK SHALL COMPRISE INDIVIDUAL STONE WHICH
IS EITHER IGNEOUS OR METAMORPHIC IN ORIGIN AND WHICH IS
DENSE, SOUND, RESISTANT TO ABRASION AND FREE OF
CRACKS, CLEAVAGE PLANES, SEAMS AND OTHER
DEFECTS WHICH WOULD RESULT IN BREAKDOWN OF THE STONE
IN THE ENVIRONMENT OF THE SITE OF THE WORKS.

2. ANY STONE WHICH WILL UNDERGO PHYSICAL CHANGE
CAUSING SPALLING, WEATHERING OR FRACTURING IN THE
ENVIRONMENT OF THE SITE WILL NOT BE ACCEPTABLE.

3. THE CONTRACTOR SHALL SUPPLY TESTING BY A SUITABLY
EXPERIENCED PETROLOGIST OR GEOTECHNICAL ENGINEER WHO
HAS OBTAINED REPRESENTATIVE SAMPLES AND CARRIED OUT
TESTING TO DETERMINE THE MINERAL COMPOSITION AND SUCH
OTHER TESTS HE MAY DEEM NECESSARY TO DETERMINE THE
SUITABILITY OF THE ROCK.

4. THESE TESTS MUST INCLUDE THOSE LISTED BELOW,
IDENTIFIED AS (A) TO (B) INCLUSIVE, TOGETHER WITH THE
DETERMINATION AND DISTRIBUTION OF DELETERIOUS SECONDARY
MINERALS FOR ALL BASIC IGNEOUS ROCKS. FULL DETAILS OF
THIS SAMPLING AND TESTING ARE TO BE INCLUDED IN THE
REPORT.

5. ALL ARMOUR ROCK TO BE INCORPORATED IN THE WORKS
SHALL COMPLY WITH THE FOLLOWING TEST REQUIREMENTS AND
BE TESTED AT NATA ACCREDITED LABORATORY.

A) LOS ANGELES ABRASION TEST
FOR SPECIMENS TO COMPLY GRADING OF AS 1141~1980
SECTION 23, THE LOSS WHEN TESTED IN ACCORDANCE WITH
THE REQUIREMENTS OF THAT STANDARD SHALL NOT EXCEED
20%

B)_DENSITY
THE PARTICLES DENSITY OF THE 37.SMM TO 63MM FRACTION
OF A CRUSHED SAMPLE EXPRESSED ON A DRY BASIS SHALL
NOT BE LESS THAN 2 600 KG/M’ AND THE WATER
ABSORPTION SHALL NOT EXCEED 3% WHEN DETERMINED BY
THE RELEVANT METHODS DESCRIBED IN AS 1141-1980,
SECTION 6 OR AS4133.2

 

 

Al

 

 

 

 

 

 

 

 

 

 

E PSM PSM 18419 PLANNING INFRASTRUCTURE

c AHD RL 1.402 ASSET, DESIGN AND INVESTIGATIONS
B SURVEY | ALLEN CRAMPTON peecane

A DESIGN | MARA ELLIS Ce rar ao a

Rv) DATE REVISIONS REC. j/APPR.] CHECKED] CRAIG ELD! Tewantn (07) 5320.650% 07} 83208601

 

 

 

 

 

WILLIAM STREET, NOOSAVILLE

PATHWAY, RAILING AND
REVETMENT WALL REHABILITATION

GENERAL NOTES

Project Number

009

 

 

Orawing Sheet No.

09 Rv.

 

 

Page 10

 

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