1225-60_B To 95_A - For Approval

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

   
    

   

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

o
s
Ss
3
3S
=
G
a
S
z
S
=
ROAD CENTRELINE 2
2
a
” moom | m
rR Reser | a 2 a
e eewoe | 2a] S a eee
= ecco of + c a!
Ss es ez} es S Sas
5 S55 a = see
faa cree eo a a aoa
™m co z = e Cee
+ee Ssss s °
2s0 Solan Seas Ss Sau
Sse snow | oZ & Ss Sas
Sas +30 Res a mow
So an zg ° = mst
a@t_@ xtexr] =x : =
& S555 | SL! x : Lo
zs = cir
a qaaaa a u yvuvuw
= eooa | 2 a
SX a © a aoa
3 8 TTT
S/F
Sih She NATURAL SURFACE
SIG | hs
BH] Iw
418
|i
IS
Horiz Curve Data D n ReJOm n
o x b 3S,
3 3 x [eo
3
a |]| & exe gS S |#32
3 S on iF = |g 3
. q 5 | PF lao
Vertical Geometry Grade (%)
Vertical Grade Length (m) g e ec le & |slg
S| R oe So |lF/x
= om + hm
= e = ile
Vertical Curve Length (m) Ue | L
Vertical Curve Radius (m) R4Wi}53 R7BL419
DATUM R.L.88.000 Ses SS
0.10 0 058
VOLUMES cH22-80 |_CUT ;
(NOT INC. STRIP) FILL 42.438 28.6: Ah
NAT. SURFACE ON Ie ml|m]2) ofele) elelsislelsiels =
2 BIS/S/SE/BIBIS/AlR/S|S/R/S/S]s 3
= Hlelelololofo|Tlololel[olofolaolo S
PATH CENTRELINE [& S/S/S/S/S/SiS/s/SiS/S/S/SiSisis S
=| =
CUT / FILL DEPTHISISISIS/Z/S al S/5/Z/S/4/S/8/S/S/S S/S /S/S/s/Sls/s
ASIANA] SHlsfsfsfea/aj2Ajsjelsleyelsjess|sisle
slsfololols|S|alsls)als|sfclslsclslsjals|clals|cla
PTT S IFIP sl SIT ITI SIFT ITS FITS] S19 19] SFP 15
DESIGN LEVELS ONeale}gls BMeleleejelelslslelelslalslelela)a|s
K)R/B/S BIAR]efe]oe]efelia)zlmiQyayapefSyEjaaseS
PATH CENTRELINE [8/8/58 2/5/5/8|S|5/5/S/S|S/S/S|S|S/S/S|S|/S/s
= m| fo
o n wo] wolN min Slo o
CHAINAGE Sla/SjelS\a)_ [Ble E8) (sal JRlS|_|s/el |=
S/S) FP] olalailololai|mlelslelSlal/=H/Sim/F1S/S
olole—|[min{F{F ala DlolrjofafafLSjSjalajejajsis

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

b~ 2.00
bo
\/Q st
“Be, Bg
OF i>
vDaturT Tug
rot Centreline R.L.100.421
80.000 END PATH
$552 Bi KS
SOOO. = PB LOA MS
ump B | gs Over

 

|

 

Centreline R.L.100.673

oO
o-
oO
a

oo
SRE
ONnS

 

 

Datum 100
Centreline R.L.100.673

 

 

LEFT SIDE OF PATH RL 100.68
IS WEIR LEVEL ACROSS PARK

   

 

 

 

oo.e6s + | It 100.665
@

  

| Datum 99
I Centreline R.L.100.673
\

 

 

TRANSITION FOOTPATH
CROSSFALL ZERO TO 1% 52.80
CHS50.8-CH52.8 N rot

 

 

 

 

Datum 98
hort Centreline R.L.100.68
50.800 END |CUEAR SPAN

S
Seo TPP hoe
Bl oo | gpl RY
0%

10% {

to

' Centreline R.L.100.68

42.000 STAR as SPAN

 

Re

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL

SECTION Bridge CL rev

 

TRANSITION 1% FOOTPATH b 6
CROSSFALL TO ZERO CH40-CH42 40.00

 

 

  

I Datum 99
6 | Centreline R.L.100.673
0
1

   

 

 

 

 

 

 

0.5m WIDE SHOULDERS 38 0
AT 5% CROSSFALL :
~L 799 I
Le xe
\ fo. 5h OA
7%590,, BK 1 GB Yo
SLSR DB 1 A. PALA
BRP By gS Qe
Datum 100

 

 

 

 

( 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

 

O14 23 25 5 10
ees
Meters:

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

 

 

2.0m WIDE FOOTPATH TO
SEQ STD DRG R-0065

 

 

 

TP22.917

Centreline R.L.100.673

 

USE ONLY DIMENSIONS PROVIDED

REVISIONS

A | ISSUED FOR APPROVAL

B | ISSUED FOR REVIEW

 

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
XQ date 29th DEC 2014 yy