Response to information request REC13/0095

 

 

 

 

START WORK CHO.000
END WORK CH12.385

NEW CONCRETE DRIVEWAY TO IPWEAQ STD DWG
R-0050 N32 125mm THICK WITH SL72 MESH
(PROVIDE 75mm MINIMUM SUB~BASE PAVEMENT
UNDER CONCRETE IF SUBGRADE CBR VALUE=<6)

r GRADE LINE

s0 &
mm» & &
Co
2a & &
8S Se 28
= Zee A Ss
a © ne i;
= av] Ss a
ss 2 &
e 8 53}| a
se wn
a + Zo ae 2
= : a :
. £og/s a
r GO SE So
6 Pel] Ss CL
2 -3/|" &
= xl] x
GSe/S a
— ©
TT NE |

 

r- NATURAL SURFACE

START WORK CH0.000
END WORK CH14.698

NEW CONCRETE DRIVEWAY TO IPWEAQ STD DWG
R-0050 N32 125mm THICK WITH SL72 MESH
(PROVIDE 75mm MINIMUM SUB-BASE PAVEMENT
UNDER CONCRETE IF SUBGRADE CBR VALUE=<6)

GRADE LINE

r NATURAL SURFACE

rs
Sg
3 2
3
2 2 = 2
= & mm
3 oa ™ g
a 2g Bt} B =
3.5 Sa| 2 i
ra sey a
at) (HE S>| <
ee 2a) * o
s Sel a a
o s go S
2 3 =
R = elo si
— 2 aw! 8
x : :
x & eg] = &
Go =
ao & xz] x a
a 5B) &
TTY | a

 

C
\

 

Horiz Curve Data
Vertical Geometry Grade (%)
Vertical Curve Length (m)

Vertical Curve Radius (m)
DATUM _R.L.100.000

12.467%
2.52%
-15.579%

 

 

NATURAL SURFACE

 

102.616
102.835
102.682
102.201
102.304
102.529
102.696

 

CUT / FILL DEPTH

0.224

0.275
-0.050

 

DESIGN LEVELS ON
ROAD CENTRELINE

702.656 [0.158
102.856 |-0.021
102.906
102.594 |-0.393
102.579
102.579
102.704 |-0.007
102.729

 

CHAINAGE

12
12.385

2
6

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION LOT 5
NORTH SIDE DRIVEWAY

Horiz Curve Data
Vertical Geometry Grade (%)
Vertical Curve Length (m)

Vertical Curve Radius (m)
DATUM R.L.100.000

12.533%
2.48%

\%

e—

 

 

 

 

 

 

 

 

 

 

 

 

NATURAL SURFACE {S| | ®| 3| ®| &) 8] &
CUT / FILL DEPTH |x| | 8) &| 2) 2) 8) a
DESIGN LEVELS ON |g] g/ el | gl 8] &) se
ROAD CENTRELINE |S] 8) 8 3) si 8) si gg
CHAINAGE 5

 

 

 

 

 

LONGITUDINAL SECTION LOT 6
NORTH SIDE DRIVEWAY

DRIVEWAY
EDGE

Horiz Curve Data
Vertical Geometry Grade (%)
Vertical Curve Length (m)

Vertical Curve Radius (m)
DATUM R.L.100.000

 

START WORK CH0.000

IP CH. 4,000 RL.104.665

IP CH. 1.500 RL.104.603
1P CH. 5.579 RL.104.600

f

f
/ |
A_# oi

\

2.533%
2.48%
-4.117%

NEW CONCRETE DRIVEWAY TO IPWEAQ STD DWG
R-0050 N32 125mm THICK WITH SL72 MESH
(PROVIDE 75mm MINIMUM SUB~BASE PAVEMENT
UNDER CONCRETE IF SUBGRADE CBR VALUE=<6)

GRADE LINE

. 11.504 RL.104.220

1P CH. 23.504 RL.103.475

os

STORMWATER CULVERT CH20.504

“ CH. 17.504 RL.103.475

 

=
4

en

 

=6.h14%. |= 121417 Ya, )%o. A.

END WORK CH29.504

( Callaghan & Toth )

| Civil, Environmental &

  
   

Hydraulic Engineers
MI PO BOX 2305
i) NOOSA HEADS 4567
| 8/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au

pemeet

 

designed ADT | dotum AHD DERIVED

 

crown_ a PSM 178243

 

 

checked | AH | Origin (B.M.) RL 108.138

 

approved

 

[ NATURAL SURFACE

IP CH. 29.504 RL.104.160

5
|

NN

os

 

SURVEYED BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121

nd
project

PROPOSED 3 LOT

SUBDMSION AT 55 LAKE
MacDONALD DRIVE COOROY

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oY
Client

VALKEV PTY LTD

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title

DRIVEWAY LONGITUDINAL
SECTIONS

Nene
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LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD
N essnssnsssssnsasnssennsseenesnens”

(i
SCALE

 

 

o.2 4 6 8 10 20
eee
0 20 40 60 80 100 Meters 200

4 ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:400 VE DRAWING

 

 

 

 

 

RT
; 00 NOT SCALE FROM THS
1:4000 HORIZ Use ONY DMENSIONS PROVED

REVISIONS

 

FILES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ol al ola) ml =! ol ol else el ehor ol wi
Im) tl HK) Ol GF OPN NN mM RB] wt FS S| OS

s 3/3 5
NATURAL SURFACE J%/ 3] 2] 8) 3) 3) 2) Sie a) Se) a a Sls
=| 8 8 8 8] S| s/ 8) Sis 8S) si sis

wn] t| ml iol ol el os

CUT / FILL DEPTH fa] a] 8] S|} S] x] | S} RS] S|] GS] 8] &
Ss} 8) S| | S) S] €) 3} 3) 3) 3] S} Ss) a &
sl al 1 FT) cl ol ol TT) FF SLA ole
DESIGN LEVELS ON f¥}] ¥/ 8} & 4] ys] ge] e| S| 4) ee) Sl Sl Sig
3] | S} &) S| mR) FB) a) SS) S| 3) &) RB) aS
ROAD CENTRELINE || 2} 2| S| J] S| S| S| S| S| S| SS) S| Se
|
CHAINAGE | a
~ wl of SSS Visi Si Sis sia

COMPUTER DIRECTORY

 

 

X:\JOBS\CT Projects in progress\1225 30 lots

 

lake MacDonald Drive\Design\Current DWG-BASE

 

 

 

LONGITUDINAL SECTION LOT 7 DRIVEWAY

NORTH SIDE DRIVEWAY EDGE

FOR APPROVAL

 

Sheet 5 of 14 sheets

 

drawing number

1225-21

 

 

 

 

KY date 15th JUNE 2013 S