2 - Road Pavement Upgrades And Widening - B14101-SK-006 14-12-04

 

CONTROL LINE MCC1

 

 

 

 

 

 

 

X = 1870.430
2365.005
Z = 203.428
Datum 198.00
x ie} xo xo ae
Ss Ss N Ss S
DESIGN HEIGHT 3 5 s 5 x
QLEN N N N
8] 2 g a| 3
EXISTING SURFACE, ml 3 Sg a q
&| 8 & & a
S Ss
6 Ss
OFFSETS =| 8 8 8} &
I I Ss s +

 

 

 

 

 

 

 

CONTROL LINE MCC1

X = 1929.223
Y = 2353.163
Z = 201.506
Datum 198.00

CHAINAGE 200.000

 

 

DESIGN HEIGHT

 

EXISTING SURFACE

 

OFFSETS

 

 

 

 

 

 

—4.163 |201.083 | 201.083
—4.150 |201.068 | 201.086 |/
—3.000 |201.198 | 201.386
0.000 _|201.320 | 201.506
J.000__|201.059 | 201.586
4.913 _|200.880 | 200.880

 

 

 

 

CONTROL LINE MCC1

CHAINAGE 140.000

 

 

 

 

 

 

 

 

 

 

X = 1967.774 NS
Y = 2342.514 ~A
Z = 200.329
Datum 196.00
D/B/a a a .
+ISIS g 8 8
DESIGN HEIGHT S S Q a 8 >
S|S|S Ss Ss a
QIRIN N NX 2
29]20]u0 2 + 1.
=/S|e = 3 r
EXISTING SURFACE] slelg s a 5
s|jsjs s 3 3
S|R|s & 2 2
S/3/8
R218 2 S N
OFFSETS 2 = 8 Ss 8 XN
ry tye Ss s y

 

 

 

 

CHAINAGE 100.000

CONTROL LINE MCC1

X = 1620.987
Y = 2231.702
Z = 205.352

Datum 204.00

€ CONTROL LINE MCC1

 

&

|

 

CONCEPTUAL DESIGN SURFACE
EXISTING SURFACE

 

DESIGN HEIGHT

 

 

EXISTING SURFACE

 

OFFSETS

 

—4.3514 |205.096 | 205.096
—4.150 |205.090 | 204.932
3.000 |205.042 | 205.232
0.000 _|205.193 | 205.352

 

 

 

 

3.000 _|205.166 | 205.232

 

 

 

CONTROL LINE MCC1

X = 1681.388
Y = 2311.356
Z = 206.143

Datum 204.00

\
\

CHAINAGE 500.000

 

 

DESIGN HEIGHT

 

EXISTING SURFACE

 

 

OFFSETS

 

 

 

 

—4.651 |205.597 | 205.597
—4.150 |205.604 | 205.723
—J.000 |205.705 | 206.023
0.000 _|205.950 | 206.143

 

3.000 _|205.920 | 206.263

 

 

4.832 _|205.805 | 205.805

 

 

CONTROL LINE MCC1

X = 1773.490
Y = 2344.286
Z = 206.014

Datum 202.00

CHAINAGE 400.000

 

 

DESIGN HEIGHT

 

EXISTING SURFACE

 

 

OFFSETS

 

 

 

 

 

—5.016 |206.460 | 206.460
—4.150 |205.789 | 205.594
—3.000 |205.671 |205.894
0.000 _|205.852 |206.014

3.000 _|205.699 | 205.894

 

5.078 _|205.374 |205.374

 

 

 

CHAINAGE 300.000

CONTROL LINE MCC1
X = 1463.135
981.847
Z = 199.966

 

Datum 198.00

 

 

 

DESIGN HEIGHT

199.551
199.546 |)

 

 

EXISTING SURFACE

199.817 | 199.966

199.746 | 200.086

 

OFFSETS

 

 

 

—J3.000 |199.558 | 199.846

 

 

—4.154 |199.551
—4.150 |199.551

0.000

 

 

3.000

 

CONTROL LINE MCC1

CHAINAGE 800.000

 

 

 

 

 

 

 

 

X = 1509.227 -

Y = 2069.847

Z = 199.201 ~

Datum 196.00 (
RIS]S Ss &

DESIGN. HEIGHT sles] 3 S
B/S/2 g g
t|woloo — ~
x/</8 z 2

EXISTING SURFACE woo a 3
2/2/2 2 2

OFFSETS VISIR 8 8
I I I Ss ae)

 

 

 

 

 

CONTROL LINE MCC1

CHAINAGE 700.000

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

X = 1551.615 \
Y = 2159.721 \ 8 4.00% 4.00%
Z = 205.651 \i8 <== yoann
Datum 204.00

8) 8 8 RX) 8
DESIGN. HEIGHT 3 3 S 3] s
EXISTING SURFACE =) 8 =|

8) § 3 s| +
OFFSETS =| 8 8 g| 5

| 7 s sl <

CHAINAGE 600.000
CONCEPT
NOTE: SUBJECT TO DETAILED DESIGN | ADVICE ONLY
26 May 2015

 

 

 

 

 

Project:

0 1:2 3 4m
(ell

SCALE 1:100 (At)

 

PROPOSED POULTRY FARM
INFRASTRUCTURE WORK ASSESSMENT

Client:

W. DONALD MILLIGAN PTY LTD C/— GANTT LEGAL

 

Title:

 

TOP FORESTRY ROAD - CONCEPT ANNOTATED CROSS SECTIONS

(T,

cBD House

LEVEL 3, 120 WICKHAM STREET
FORTITUDE VALLEY QLD 4006 EMAIL [email protected]
0. BOX M2 FORTITUDE VALEY QUO 4014 an

LAMBERT & REHBEIN

ENGINEERS » MANAGERS * SCIENTISTS.

TELEPHONE (07) 3250 9000
FACSIMLE (07) 3250 9001

B10 451 902

Fe

4

Figure No

B14101-SK-006

 

Scale
al eis [Se AS SHOWN

 

 

Drawn: o

 

Checked NG ‘Approved

Sw

Rev) Date | File Ref: SEE BELOW

 

 

 

 

M

 

F:\dobs\814100\B14101\\Drawings\Infrastructure\Sketches\814101-SK-006 15~01-06.dug