ver c-1303-10-21 · OPW15/0142

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

DRIVEWAY & LOWER CARPARK
SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 
  
 
   

 

 

 

 

 

 

 

 

 

 

 

POINT | CHAINAGE | EASTING | NORTHING | LEVEL 2
a
IP 0.000 | 843.942 | 1162.509 | 109.088 a
a
P2 5.918 | 842.279 | 1156.829 &
20.000 | 841.615 | 1142.763 | 108.163 %
a
TC 33.149 840.995 1129.628 106.619 gs
Oo
ok oO
IP3 38.176 | 842.087 | 1124.783 o 5 Bg &
40.000 | 843.097 | 1123.268 | 106.547 e g goe z
B 9 OFS 9
cT 43.203 | 845.506 | 1121.181 | 106.553 2 wee aie ai 5
5 Si & rn
60.000 | 859.889 | 1112.506 | 106.740 z 7 So ©
- mH OB ba
IP4 78.894 | 876.068 | 1102.749 2 0B Se ai Zz
N wo a ~
ze “e585 §
oO FP an o 8
a Co a °o +
a 5 N
& Qo
; 00
3 zm
= oO y
3 o- ON x ‘2 DRIVEWAY & LOWER CARPARK CENTRELINE
z eu iB oO wo
wo . On o
5G A o yy
2 2 jo 2
re 5 Lo i 25mm AC SURFACING WITH HOT PRIME
C6 we ne a 100mm BASE COURSE GRAVEL COMPACTED TO 100% STD
aN o* Mm 100mm SUB BASE COURSE GRAVEL COMPACTED TO 100% STD
“EOS Ng 3
N oO N
» a +
zm
= Ooo =
5 ie) 5
or
a wo a
KR
\ |
mo SCR Po
. co wo = 1
Horiz Curve Data 6 635% RP9.55m
V pave
Vertical Geometry Grade (%) bole —12.354% _-16.778% _| 0.174% 1.113%
Vertical Curve Length (m) L1)0.168
Vertical Curve Radius (m) R60
| \
|
|
DATUM R.L.104.000 |
CUT 1.412 3.954 0.664 0
VOLUMES E
FILL 1.372 23.574 262.869 195.049
© 6 + S| R| 6] S| B 3 =
oO -_ a m _ _ oO QD _ o
NATURAL SURFACE o 6 N 6| 6| 6| 6| 6 6 ©
oO oO oO oO oO oO oO oO oO oO
g 5 a| 8 £| 8] 2 3 8
oO
CUT / FILL DEPTH 3 2 B Sf me} m| +] 9 © %
oO oO °o Oo oO oO o oO oO oO
1 | Oo 1 | 1 | 1 | 1
0 » wo oa _ _ ~ » oO oO
DESIGN LEVELS ON @ e 3 3] 3| 3| S| 8 = B
o co nN o oO oO o oO oO oO
ROAD CENTRELINE 2 2 2 2; 2; ee] 2] & 2 2
2] |@)slef} | 3 Z
CHAINAGE ~ =| 8] N 2
oO oO mM oO oO oO ~» oO oo
oO N N mM » » t+ o ~

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRIVEWAY & LOWER CARPARK LONGITUDINAL SECTION

Callaghan & Toth )

\ Civil, Environmental &
| Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

6/41 Sunshine Beach Road

Phone 54749081, Fax 54749041

www.callaghanandtoth.com.au

   

 

designed | ADT | datum AHD DERIVED

 

drawn WM ’

 

 

. PSM
checked | AH Origin (B.M.) RL *

 

 

approved

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

——
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

—_

(i
Client

NOOSA COUNCIL

—.—

(i
title

DRIVEWAY & LOWER CARPARK

LONGITUDINAL SECTION

——_—_——————————————————

LOT 102 on SP236518

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

$$

——_—_———————————————————
SCALE

 

wet 0.25 5 7.5 10 125 15 Hor. 500
es SS

0 0.2505 0.75 1 1.25 1.5 VERT. 50
‘SCALE SHOWN IS ORIGINAL DRAWING SCALE D0 NOT SCALE
\ THIS DRAWING USE ONLY DIMENSIONS PROVIDED. )
ES

 

 

 

 

 

 

 

 

 

 

 

REMISIONS
iment] revision details date
A | PRELIMINARY ISSUE 07/15
B | MINOR CHANGE ISSUE 07/15
NY /
FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT\...

 

 

FOR TENDER

 

Sheet 4 of 12 sheets

 

drawing number

1303-13

 

 

 

 

LO date JULY 2015 )