1225_For Approval_A

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   
 
  
 
  
  
  
  

 

Batum—t6¢-

Centreline R.L.100.421

 

 

/
\

7
“8
BC)

 

Datum 100
Centreline R.L.100.673

 

 

LEFT SIDE OF PATH RL 100.68
IS WEIR LEVEL ACROSS PARK

 

 

 

Datum 99
Centreline R.L.100.673

  

 

 

TRANSITION FOOTPATH
CROSSFALL ZERO TO 1%
CHS50.8-CH52.8

 

 

 

es
1 —
Datum 98

1 Centreline R.L.100.68
50.800 END |CLEAR SPAN

 

oro

I Centreline R.L.100.68
42.000 START; CLEAR SPAN

 

 

 

 

 

 

e
s
Ss
Ss
3S
x
G
wv
z
z
S
=
3
8
a
rR Rese rR °
& 2222] 24] a 28
eS sss=| gs) s s sss
e weer] ea] Fi 5 G55
gen gges| st] 5 = Fee
Seg see | 28) 8 & $E8
ate t2exxr] x” : = ces
be S555) 5! = x eee
a aaoa}av . o eos
NX a & a aoa
Al | TTT
slp & (NATURAL SUREAG]
< RE E NATURAL SURFACE
BI] lw
be} | IS
Le
IS
Horiz Curve Data D n Room bin
Ca x b 3S,
Z ||| 2 bee #) |g ys
“4 Sf pes 4 s/f st
Vertical Geometry Grade (%) Pe ' ' |
Vertical Grade Length (m) § & Lee le & § s
x ||} os Res = |az
Vertical Curve Length (m) We | ue
Vertical Curve Radius (m) Ral]|b3 R7BL419
DATUM R.L.88.000 SSS SSS ES
VOLUMES CH22-80 |_CUT ofp o Los
(NOT INC. STRIP) FILL 42.438 28.6: Ah
NAT. SURFACE ON telgig cisig}g <islla B/SiS\5 SSI5)8 5
zg RSS ]elE] Shea) tay) pm/A|S >
ROAD _CENTRELINE [& 5[5/5|5/S/S/s|<|S/s|/S|S|S/s|s|s s
CUT / FILL DEPTHISISIS/RIS/S]g SSSR 41S 8/8 SIS/S/S]S/S/S/S]S/E
sleisisieisielstsisisisisisieisisielsisielsisia]e
DESIGN LEVELS ONels|g/s Slejejele|a|elsla|e/2/B/a]4)]s]efo]=/5
BR] S} 00] 0 FOR] o]ofololofiy|~+|mJaya|alSiSlEfeyays
ROAD CENTRELINE [2/S|S/& 2/5/5/8|S|5/5/S/S|S/S/S|S|S/S/S|S|/S/s
<- Ney m e!/9 s
CHAINAGE sla/SleSlq]_|al&\_|_IR/8)_|S/a/|3)5|_|2/2).|2
ols? malel=|s/sis/s]sisie)als}s/s]2/=/8/5/ 5/3] =
LONGITUDINAL SECTION Bridge CL rev

 

 

 

 

 

 

 

 

\y 20, | o
Sa, S S ee
Bog Bis BIS RY woe
S52. halon 1 Sos
O35 az <2 PA?
I Datum 99
TRANSITION 1% FOOTPATH 6 Centreline R.L.100.673
CROSSFALL TO ZERO CH40-CH42 40.000
Van 8 8 we
Boe S15 oS
‘F695 08, 8) 8 QP Be
“SSS . , 1:4 Qa?
ly ak [4
I Datum 99
0.5m WIDE SHOULDERS 38 obo Centreline R.L.100.673
AT 5% CROSSFALL :
—| 1.50
Vole 8 | 8 Sr
89 S59, 5S Om oe
“BSB. | 8 RIGS
BPS Q4 2S
Jatum 100

 

 

Centreline R.L.100.673
TP22.917

1.5m WIDE FOOTPATH TO
SEQ STD DRG R-0065

 

 

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081

www.callaghanandtoth.com.cu

 

designed | AH datum AHD DERIVED

 

drawn__| MM PSM. 178243

 

 

checked | ADT | Origin (B.M.)_ RL 108.138

 

 

approved

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121

($n
project

PROPOSED 9 LOT SUBDIVISION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

FOOTBRIDGE & FOOTPATH
LONG AND CROSS SECTIONS

——_ rd
ee

LOT 136 on MCH978

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

 

Qo.4 23 25 5 10
Meters

“ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE.
1:200 (A3) DO NOT SCALE FROM THIS DRAWING

 

 

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

A |_ ISSUED FOR APPROVAL

 

FILES

 

COMPUTER DIRECTORY
X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC
DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl

FOR APPROVAL

Sheet 34 of 36 sheets
drawing number

1225- 93
XK date 9th SEPTEMBER 2014 J