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

 

 

    

    
      

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._