REC14/0009 Stage 6 Final Amended Proposal Plan

 

 

 

 

LINETYPE LEGEND
—— — — — = sankeorrom

STORMWATER GRATE
‘STORMWATER MANHOLE
BANK TOP.

BATTER

‘SEWER MANHOLE:

z©

— — — — crow
Gurren TELSTRA PIT

craven WATER METER

———— — amnen

ae 3
a ELECTRICAL, RP202304
WV ee Spy

HYDRANT

 

‘STOP VALVE
POWER POLE

UH POLE
BENCH MARK

o @xag

 

ELECTRICITY JUNCTION BOX

 

 

—— S —— sewer NOS
SSN
DRAINAGE SEIN
+ TREELINE 8:
ON
GARDEN LoS,
ROCK OUTCROP x
BUILDING
—————-= pavnc
RETAINING WALL
WALL
GUARORAIL

 

— — — tence
Boy
MAJOR CONTOUR

unonconroun 99

mv RP881300

 

 

 

STAGE 6 TO BE COMPLETED PRIOR TO THE
COMMENCEMENT OF REC13-0146 - STAGE 3.

Q100 INUNDATION

3

RP113733 /

         

135
R.661
MCH978
RESERVE FOR GRAVEL
(see development application
MCU13-0226 & REC13-0148)

          

5

SP266731

(see development application
REC13-0146)

r

 

Q100 INUNDATION LINE PLOTTED FROM STORMWATER
DETENTION & FLOODING REPORT PREPARED BY
BRISBANE STORMWATER MANAGEMENT

 

MAX WATTERSON
ASSOCIATES

12 Maple Street

PO Box 639

Cooroy Qid 4563

Ph. (07) 54426121

Fax. (07) 54425125

Email. [email protected]

 

cient YALKEV PTY
LTD.

 

Project:

PLAN OF PROPOSED
RECONFIGURATION
OF 8 ON SP266743
(Being part of Lot 137
ON MCH978 & Lot 2
on RP173883).

 

PARISH: TEWANTIN
COUNTY: MARCH
LOCAL GOVT: NOOSA SHIRE COUNCIL

LOCALITY: COOROY

 

 

 

 

 

 

100 3

SP218739

RESERVE OPEN SPACE

Scale 1:1500 - Lengths are in Metres

45 60 75 90 105 120 135 150 165

 

 

Scale: 1:1500 Plan 1 of 1
Datum: AHD Date: 2-07-14
jn. PM 178243
Origin: et 108.138
Cont.Int: 0.5m Ret:
10-3032AP7B
NOTE:

This plan has been prepared for application
purposes only and may be subject to change.

Dimensions and areas shown hereon are
approximate only and subject to final survey.