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C23-035 - Emerald Street (2) - Civil Plans [RFI Response]

Attached to the e-mail OPW22/0316 - Request for Information response.

of 16

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Plans and drawings

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= 8 S a SIs s
8 SIs S| PROPOSED a QE ®
PROPOSED ° QE XN DEVELOPMENT & ss se
DEVELOPMENT = b= bl 2 Sy Q5
\ sy sls 2.0m SIS 150m
ANDSCARING 2.0m 4.50m
| { |
el | EXISTING,
-\ EXISTING rooreaTa \\ EXISTING SURFACE
a FOOTPATH EXISTING SURFACE — 8 JS
2% = =) ~ EMERALD
= EMERALD STREET
STREET DESIGN SURFACE PROPOSED 1 —
DESIGN SURFACE _—— — - FOOTPATH ° MATCH NEATLY To
FOOTPATH °o MATCH NEATLY TO WATER MAIN LowereD T=" Jo 80. EXISTING KERB
WATER MAIN LoweRED To a 3 PASTING KERB MIN COVER REFER PLANS &
DATUM RL108.000 MIN COVER REFER PLANS a DATUM RL108.000 601-C603 \
C601-C603
(BY COMMS CONDUITS LOWERED “TO HN cover, monn
SECTION Cc TO MIN COVER SECTION
140 (AN 440 (At)

EXISTING @150 AC SEWER MAIN

MATCH NEATLY.
TO EXISTING

START 0.000 f

   

6.20m WIDE HEAVY DUTY CONCRETE =~
DRIVEWAY CROSSOVER REFER /

 

IPWEAG STD DWG RS-051”
fe ie
by rn
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z 12.5%
EXISTING EDGE .
OF BITUMEN R
t Sy
BITUMEN CUTBACK LINE——= ps
es

REFER DETAIL THIS PLAN

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BARRIER KERB & CHANNEL TYPE
"Mt IN ACCORDANCE WITH
IPWEA STD DWG RS-080
,
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H 20.000

 

 

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Om ROAD RESUMPTION

 

46
5602

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND EXISTING SERVICE LEGEND
— + CONCRETE SLAB "TURN DOWN" AND — OVERLAND FLOW DEPRESSION
KERB REFER DETAIL THIS PLAN “ EXISTING WATER
iss 4 CONCRETE FOOTPATH REFER G EXISTING GAS MAIN
5.5 EXISTING CONTOUR (0.1m) ORCIITECTS PLans
SWD EXISTING STORMWATER
21.0 DESIGN CONTOUR (0.10m)
DRIVEWAY CROSSOVER
1 7 EXISTING TELECOMMUNICATIONS
——O STORMWATER DRAINAGE
EXTERNAL ROAD PAVEMENT REFER — ———_EXISTING UNDERGROUND ELECTRICITY
DETAIL ON DRAWING C102
STORMWATER STRUCTURE LABEL
INERNAL CONCRETE DRIVEWAY ‘OH EXISTING OVERHEAD ELECTRICITY
—---« WATER SERVICE & METER [Cs atveent reer DETAIL oN
ORAWINGS C103 & C104 oF EXISTING OPTIC FIBRE
KERB AND CHANNEL TYPE ’M1
REFER IPWEA STD DWG RS-080 oll EXISTING SANTOS OIL. PIPELINE

 

 

150 uPVC SNB>
ROOFWATER STUB

 

RECONSTRUCT FOOTPATH *
AND MATCH NEATLY TO
EXISTING

OVERLAND FLOW PATH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

> REFER DETAIL THIS PLAN %,
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@ %\Me, ie ' , 4 FFL 110.200 { | \
Yn, | tah aq\| Ya, \ \ \ \ \ \ \ \ \ Ot ave + EXISTING WATER MAIN TO BE—y
\ e \ \ \ \ \ ROOFWATER STUB \\ LOWERED REFER DETAILS ON
i \ \\ Neewro tar ere tang \ gifs Le \\ rons cc)
4 | \ \ \ \ \ | (205 FOR DETAILS \ of Si \ %, 5 ~
15% | 50% | 10.0% 50% le 25% _ AO
Beate We, SRO NNR NA OTE NPE rat PM \ Be
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a METER REFER PLAN Cét
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1.5m STORMWATER EMT”

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

KERB RAMP REFER NSC

 

   

 

 

 

     
  
   
    
   
  
   
   
   
  
  
  
 
 
  
  
   
  
    

 

 

TRANSITION FOOTPATH AT 3.0%
| LONGITUDINALLY TO ACHIEVE
j STANDARD CROSSFALL

 

sya A | /
S—EXISTING POWER POLE TO

REMAIN UNDISTURBED
Sa ot |

 

4
EXISTING TELSTRA PIT TO BE |
LOWERED TO SUIT NEW
FINISHED LEVELS

\ \ |!

 

Sw —

 

  

{| ;
—EXISTING TELSTRA LINE TO” by /
BE LOWERED TO STANDARD we
caver &
\ Bb
7
\
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Li
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N\

   

STD DWG RS-170

 

 

  

 

 

   
 
  
  

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BREAK INTO EXITING GULLY
PIT AND MAKE GOOD
7

RE-INSTATE ROAD PAVEMNENT
\\IN ACCORDANCE WITH IPWEA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

x? owe 9006 * BITUMEN Emt A RPG 401 INTERNAL FOOTPATH \ PROPOSED SEWER SERVICE
CROSSFALL 2.5% MAX REFER TO PLAN C502
 / TAPER 1:10 RPYRA342 L
\ MATCH NEATLY \ 4
TO EXISTING 2
MATCH NEATLY y 5 2 ; 5
RP43490
TO EXISTING P44 TOT RP170689 . L
2
RPLAIOT =
fr I P:107) 2849 8388 ISSUE _| DESCRIPTION DATE _| DRAWN | AUTH. | ISSUE STAMP NORTH CITY COUNCIL APPROVAL NUMBER CLIENT: PROJECT TITLE, DESIGN DATE: | DESIGN CHECK: DATE:
‘A _| PRELIMINARY ISSUE be.t0.2024 DR | CMT DR CMT
M:PO BOX 79,
CAPALABA QLD 4157 B | SECTIONB &C ADDED [i6.11.2024 DR | CMT ISSUE FOR APPROVAL Zz QUEENSLAND PROPERTY PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD DRAWN: DATE: | DWG CHECK: DATE:
$2112 96 MOUNT GRAVATT || C__ | FOOTPATH LEVEL AMENDED EMERALD STREET fo7.12.2024 DR | CMT NOT FOR CONSTRUCTION WITHOUT COUNCIL APPROVAL DEVELOPMENTS STREET, COOROY DR cP
‘APALABA RO, UPPER MOUNT
GRAVATT QLD 4122 D__| ISSUE FOR APPROVAL los.12.2024 DR | CMT "AUTHORISED FOR ISSUE ORIG. SIZE
. E:ifo@emtergneers com au E _ | COUNCIL RFI RESPONSE [.01.204 DR__| CMT | SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE
e n g I n e e rs PM 24980 RL 117.567 MWA & ASSOCIATES —_ | 14-3702AB AM
° 2 ‘ om ROADWORKS & DRAINAGE LAYOUT PLAN CHING MENG TAN RPEQNoi1311
‘THIS DRAWING IS  AND IS NOT TO BE REPRODUCED IN ANY FORM AS A WHOLE OR IN PART | san)
WITHOUT EXPRESS WRITTEN PERMISSION FROM CMT ENGINEERS, THE EXISTING SERVICES NFORNATION RP DESCRIPTION LAND SIZE SCALE 1100 @ A PROJECT NUMBER/ SHEET ISSUE
SHOWIN HAS NOT BEEN CONFIRMED ON SITE AND TIS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY LOT 47 ON c5602 o1012HA 23-035 C101 E
SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION, FIN DOUBT - ASK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
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