1225-60_B To 95_A - For Approval

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

( Callaghan & Toth )

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BRIDGE CENTRELINE SETOUT Civil, Environmental &
Hydraulic Engineers
POINT No.) CHAINAGE | EASTING | NORTHING | LEVEL BEARING | RAD/SPIRAL | A.LENGTH | D.ANGLE noose eae 2308
Pt 0 491484757 | 7079236.91 | 101.919 | 159'59°46.85” = i a ne one 54740081
— ; www.callaghanandtoth.com.au
TC 1.925 491485.416 | 7079235.101 | 101.885 | 159°59’46.85 designed [A] datum AD DERNED
IP2 3.522 491485.981 | 7079233.547 | 101.799 5 3.194 36°35'58.24" drawn MM PSM. 178243
checked [ADT | Origin (B.M.)_RL_ 108.138
cT 5.119 491485.509 | 7079231963 | 101.691 | 196'35'45.09”
TC 13.129 491483.221 | 7079224.287 | 101.145 | 196°35'45.09” approved
ep 44” SURVEYED BY
IP3 18.023 491481.7 | 7079219.182 | 100.813 10 9.788 56°04'52.34 MAX WATTERSON & ASSOCIATES
cT 22.917 491476.615 | 7079217596 | 100.673 | 252'40'37.43” PHONE (07) 54 426 121
TC 62.778 491438.562 | 7079205.727 | 100.673 | 252°40'37.43 project
IP4 68.19 491432.825 | 7079203.938 100.673 10 10.823 62'00°42.23” PROPOSED 9 LOT SUBDIMISION
CT 73.601 491428.552 | 7079208.164 | 100.581 314°41'19.66" AT 55 LAKE MACDONALD DRIVE
TC 92.426 491415.168 | 7079221.403 | 100.373 | 314°41"19.66" COOROY — ERINDALE PARK
IP5 96.009 491412.62 | 7079223.924 | 100.333 -100 7.165 406'19.47" A
(——e———T—————
Client
VALKEV PTY LTD

ld

ee Or
title

FOOTBRIDGE SECTION
AND SETOUT

——_ rd
ee

2500 INSIDE RAIL PANELS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

T
= x 35 Fld HWD CCA TREATED MW LOT 156 on MCH978
& ARRISED CAP RAIL
TEX SCREW - Parish of TEWANTIN
g
~ County of MARCH
a 90 x 45 F14 HWD CCA TREATED NOOSA SHIRE COUNCIL
& ARRISED MID & TOP RAIL
145x35 HWD DECKING FIXED TO Fi
i NOTCH & TEX SCREW tS0eb8 PINE JOIST @600 MAX CNRS 2 Locality of COOROY
AND 90x45 PINE PLATE. STAGGER s
90 x 45 Flu HwD CCA TREATED FIXINGS TO AVOID SPLITTING me i —Y
KICK RAIL TEX SCREW TO 90 x (
45 HWD PACKERS 2 SCALE
2490 DECKING ~ a4 2 3 25 5 10
——>>>|>|>_>_ > >»>h_LEap|>Lh™L5™S=™»B™BO™h™)OD™aSHaSaEaSESSSSS
40 605, 600 / 600 605, 40 Meters
2 ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
Ky / 1:200 (43) DO NOT SCALE FROM THIS DRAWING
< DECK LEVEL RL100.68 ra 4 USE ONLY DIMENSIONS PROVIDED
DECK XV y,
Ee s REVISIONS.
zy
s A |_ISSUED FOR APPROVAL
4 J B | ISSUED FOR REVIEW
{ RHS BEARER
1 —
; ANGLE BRACING *

 

 

FILES
SCALE 110 101 } COMPUTER DIRECTORY

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

PRELIMINARY BRIDGE CROSS SECTION B-B FOR APPROVAL

NOTE: FINAL BRIDGE DESIGN BY LANDMARK (CONDAMINE WITH TIMBER RAILS) OR EQUIVALENT WITH 3kPa LOADING

 

 

 

 

Sheet 33 of 36 sheets
drawing number

1225-92
XQ date 29th DEC 2014 yy