1225_For Approval_A

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 491484.757 | 707923691 | 101.919 | 159°59'46.85” = i “mH sens rone, 54749081
—_ . www.callaghanandtoth.com.au
Tc 1.925 491485.416 | 7079235.101 | 101.885 | 159°59'46.85 Gesigned [AH] 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 ag 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 | 7079217.596 | 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
IPA 68.19 491432.825 | 7079203938 | 100.673 10 10.823 62°00°42.23" PROPOSED 9 LOT SUBDIMSION
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
IPS 96.009 491412.62 | 7079223.924 | 100.333 -100 7.165 4:06'19.47" Ke)
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title
FOOTBRIDGE SECTION
2500 INSIDE RAIL PANELS AND SETOUT
ND)
(ee Y
>, J
145 x 35 Fis HWD CCA TREATED Ml LOT 136 on MCH978
& ARRISED CAP RAIL
TEX SCREW | Parish of TEWANTIN
* County of MARCH
a 90 x 45 F14 HWD CCA TREATED NOOSA SHIRE COUNCIL
& ARRISED MID & TOP RAIL
145x35 HWD DECKING FIXED TO .
i NOTCH & TEX SCREW tS0eb8 PINE JOIST @600 MAX CNRS 2 Locality of COOROY
AND 90x45 PINE PLATE. STAGGER S
90 x 45 Fis HwD CCA TREATED FIXINGS TO AVOID SPLITTING me i —Y
KICK RAIL TEX SCREW TO 90 x (
45 HWD PACKERS 2 SCALE
24.90 DECKING | a1 2 3 25 5 10
——>>>>|> _>hADh\_NEaSaEaBHBBhDBaBaBan"Bananan=SSESS
40 605, 600 i 600 605 40 Meters
it / 1200 (3) SAB ims. sya Sa
i= DECK LEVEL RL100.68 al est USE ONLY DIMENSIONS PROVIDED
—— S REVISIONS.
s A | ISSUED FOR APPROVAL
L 4
t y RHS BEARER
1 —
f ANGLE BRACING f

 

 

SECTION a a“
SCALE 110 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- 96
XK date 9th SEPTEMBER 2014 J