ATTCH 7 - IR Response - Engineering (Sheehy & Partners)

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                                                 CONSULT AUSTRALIA



                                                    Member Firm


[OCR of page images]
CAD FILE->N\@500di\853INACAD\PLANNING\853I-A dwa

PLOT DATE-> 06 Nov, 2017-4.40pm

 

LEGEND

STAGE BOUNDARY

 

 

 

 

 

 

‘Sw PROPOSED STORMWATER
— — SwD — — EXISTING STORMWATER
s PROPOSED SEWER
—— — S— — EXISTING SEWER
— — RM— — EXISTING SEWER RISING MAIN (TRACED)
Ws PROPOSED WATER

EXISTING WATER (TRACED)
—— E0/H — — _ EXISTING OVERHEAD ELECTRICAL
VEGETATION LINE

ss PROPOSED PAVEMENT

 

 

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RE-ALIGN EXISTING FOOTPATH
i
! SEWER LIVE WORK CONNECTION
-—-P-~;_
~
Sf _ ~S
~
7
EXISTING SERVICE BAY 22.334m EXISTING RETAINING WALL TO BE
TO BE RECONSTRUCTED ADJUSTED TO SUIT SAFE INTERSECTION
EXISTING STORMWATER GULLY PITS TO SUIT ROAD WIDENING SIGHT DISTANCE REQUIREMENTS

PROPOSED STORMWATER ae IDEAING RELOCATED TO SUIT

DISCHARGE AND CULVERT

BENEATH DRIVEWAY

PROPOSED BAR TREATMENT
WATER LIVE WORKS CONNECTION ROAD WIDENING
LAYOUT PLAN
o 10 15-20 25
SCALE ™ 4500 (At)
: , DRAWING NUMBER:
© commen SURVEYOR: CENT PROIEST: ——e ~*~ Se PLANNING
THE NFORMATION CONTAINED IN DESIGNED: SB _
reer aca KENLYNN PTY LD 2 DAVID LOW WAY, ceca, PH | concucr aust atin AmPARTNERS 8531-A
Pry CIMITEO

COPYING OF THIS DOCUMENT IN 3 [DRIVEWAY REVISED. Nov'17 | RT| pRAWN: SB CONSULTING ENGINEERS FULL SIZE At
MITTEN PERMISSION OF SHEEHY CASTAWAYS BEACH 2 [DRIVEWAY REVISED AND TURNAROUND ADDED | ocT ‘17 | SB Veheckep. pm — i STRUCTURAL AND CIVIL GENERAL LAYOUT AND SERVICES PLAN 1 2] 3] l l l
ANO PARTNERS CONSTITUTES AN + ISEWER PIT LABELS ADDED wuLY a} SB Firm PHO7)SES9 3644 FAK(O) SEBO 3655
INFRINGEMENT OF COPYRIGHT "AMENDMENTS DATE [INTIALS| DATE: JUNE “17 A.C.N.009 899 905 No. OF DRAWINGS: