MCU14/0067 Driveway and Stormwater Layout

LINDSAY CONSULTING PTY
                   LTD


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Retaining wall Retaining wall Retoining wall Retaining wall Retaining wall) LINDSAY CONSULTING {i
0.5m approx, 0.6m approx _ 0.7m approx 0.9m approx 1.0m approx
\ \ \ 7A
\ ne
\ THIS DRAWING REMAINA THE PROPERTY OF
\ \ LINDSAY CONSULTING PTY LTD AND IS FOR
Z D, D D eS Y THE SOLE USE OF THE CLIENT. NO PART
ee A ‘ 6a, w 8s “ 4a, b % 4a, S&S MAY BE USED IN PART OR WHOLE WITHOUT
0 \ 0 OD ‘0 0 0 PRIOR EXPRESS WRITTEN CONSENT OF
Landscaped areg| [Landscaped areal
Landscaped ared hS | A | Landscaped ared LINDSAY CONCULTING PTY LTD
Retaining wall ve \ | .
ee LL 462s to S Xe we fy HH CLIENT AND PROJECT DESCRIPTION
\ “4 4 4 4 RON LOGAN
&y By Be &y
bs | a! y—Retuining wail 0.9m approx. | PROPOSED DEVELOPMENT
— /
: A L525 LOT 2 RENE STREET
% % % x - NOOSAVILLE
fa Ka, 8 40, 40, / \ $4
¥—1,0M X 1.0M STONE PITCHING. °0 %0 %2 %0 ‘9 )<ilex 1.0M STONE PITCHING.
FIXED WITH CEMENT FIMED WITH CEMENT
ji —_ — — \
0 UPVE AT GRADE INDICATED & \
B58, \ DRAWING TITLE
HEADWALL QT DRIVEWAY “ony 60 WALL AT DRIVEWAY
EDGE a &y, OPERATIONAL WORKS 2/2
Poy,
J \ YL,
- S Qe
SCALES
A
ROOF FALL ROOF FALL O41 2 30 hm
2700 a
2/00 S on
4% “Sy,
Oy 0
SURVEY DATUM
A
2 S|
x g
ria) fra
> — ASSOCIATED CONSULTANTS
\ y——Retaining wall 0.6m approx.
BEC TION A A \
Retaining wall
| 0.3m approx, o
& & /
tn a nl >
S @
\ FIL 4.525 1% gg5
‘eps
ITCHING. 1.0M X 10M STONE PITCHING.
ITH CEME PAD LEVEL -| 4.910 FIXED WITH CEMENT
. A F.F.L - 5.210
| UPVC ATNGRADE INDICATED, ROOF FALL ROOF FALL _——
HEADWALL NT DRIVEWAY | Spe. WALL AT DRIVEWAY
EDGE ~ “ney
&
\ Ue 2 REVISION LIST
Cc Cr) \ ‘07 A_| ORIGINAL ISSUE 27/08/14,
SECTION B \ hy
Re
CONTINUED DRAWING 1
Fenpotar Fie
140821CP.dwg
DRAWING NOMBER SHEET] EV.
14-0821-C2 2)A