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

 

 

35mm ASPHALTIC CONCRETE WITH
-———DG10 AND BITUMEN PRIMER SEAL

100mm TYPE 2.1 BASE
COURSE MATERIAL CBR 80

100mm TYPE 2.3 SUB-BASE
COURSE MATERIAL CBR 45

250mm TYPE 2.5 SUB-GRADE
MATERIAL CBR 15

XX BELOW BOX LEVEL AS

RO SUBGRADE REPLACEMENT
XXe Sn SSNS

REQUIRED BY ENGINEER

(PLACED IN MIN 100mm LAYER THICKNESS)

ROAD CLASSIFICATION

RESIDENTIAL COLLECTOR STREET

NOTE:

NOT TO SCALE

DESIGN ESA = 5.9x10°
ASSUMED SUBGRADE CBR = 3%

THE PAVEMENT DEPTHS ARE GIVEN AS A GUIDE

ONLY AND FINAL PAVEMENT DESIGN WILL BE
DETERMINED AFTER CBR TESTING UNDERTAKEN AND.
COUNCIL HAVE APPROVED THE DESIGN.

NEW PAVEMEN
EXISTING PAVEMENT.

 

 

 

 

 

 

CUT BACK OVERLAP SEAL
150mm 150mm, 150mm _, 150mm
A.C. SURFACING pT
GRAVEL TOP COURSE I-——SAW CUT
_ EXISTING
PAVEMENT
SUB BASE COURSE MIN. 150mm TO
FULL DEPTH
LOWER BASE COURSE
(IF APPLICABLE)

DESIGN SURFACE

° 1 2 am (KERB LIP)
|!
SCALE 1:50 @ At ed
VERTICAL SCALE 1
o 10 20 30m
| ase)
SCALE 1:500 @ A1
HORIZONTAL SCALE

VERTICAL GRADE (%) 2,

VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)

DATUM RL 108.0

9

NS

3%

 

 

 

DESIGN SUBGRADE

PAVEMENT JOINING DETAIL

 

EXISTING SURFACE

 

 

 

DEPTH OF CUT (-ve)
HEIGHT OF FILL (+ve}

0.02
-0.03

0.03,
0.03,

 

FINISHED SURFACE
LEVEL (KERB LIP)

111.370

668

1

967
970

 

 

EXISTING SURFACE

 

 

 

 

 

 

 

 

 

 

Datum 110

2.00m ROAD
RESUMPTION

 

 

    
   

& = z BITUMEN CUTBACK REFER
a] |S | DETAIL ON THIS PLAN
675.64 | S
APPLY TURF 1.675 _§.6 ARIES
PROPOSED TO VERGES
DEVELOPMENT WIMMERS LANE

 
 
    

GRAVEL PAVEMENT
REFER DRAWING C105

M1 MOUNTABLE KERB~/
AND CHANNEL AS PER
IPWEA STD DWG RS-080

 

  
   

SUBSOIL DRAIN AS PER
IPWEA STD DWG RS-140

TYPICAL SECTION

cH20.000

5» 8
PROPOSED . &
DEVELOPMENT & xs

CARPARK PAVEMENT REFER
PLAN C103 FOR DETAILS

VARIES 2%
To 5% WAX

 

   

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

LEVEL 7 8 3 3 ~~
= = Se z DRIVEWAY CROSSOVER REFEI 7 EXISTING $5150
PLAN C101 FOR DETAILS SEWER
CONTROL LINE Datum 110
CHAINAGE 3 3 = 5 110.000
HORIZONTAL GEOMETRY
LONGITUDINAL SECTION - WIMMERS LANE - KERB LIP » 5
HORIZONTAL SCALE 1-500 3 al lz
VERTICAL SCALE 1:50 PROPOSED 2 elle
DEVELOPMENT = © al |S
Datum 110
CHO.000
° 2 4 6m
|e!
SCALE 1:100@ A1
[fr I P:(07) 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 28.10.2022] DR | CMT DR CMT
M:PO BOX 79,
CAPALABA QLD 4157 B__| ISSUE FOR APPROVAL 08.12.2024 DR | CMT ISSUE FOR APPROVAL QUEENSLAND PROPERTY PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD DRAWN: DATE: | DWG CHECK: DATE:
‘A:S2/L2,96 MOUNT GRAVATT |__| COUNCIL RFI RESPONSE [12.01.2024 DR | CMT NOT FOR CONSTRUCTION WITHOUT COUNCIL APPROVAL DEVELOPMENTS STREET, COOROY DR cP
CAPALABA RD, UPPER MOUNT
GRAVATT QLD 4122 "AUTHORISED FOR ISSUE ORIG. SIZE
' E [email protected] SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE: *
en g inee rs PM 24980 RL 117.567 MWA& ASSOCIATES — | 14-3702AB Al
ROAD LONGITUDINAL SECTION & CROSS SECTIONS - CHING MENG TAN RPEQ Not 1311
“THis DRAWING IS  AND IS NOT TO BE REPRODUCED IN ANY FORM AS A WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN PERMISSION FROM CMT ENGINEERS, THE EXISTING SERVICES NFORNATION RP DESCRIPTION LAND SIZE WIMMERS LANE PROJECT NUMBER / SHEET 'SSUE
SSHOWNHAS NOT BEEN CONFIRMED ON SITE AND TIS THE CONTRACTORS RESPONSIBILITY TO LOGATE ANY LOT 47 ON C5602 0.1012HA, C23-035 C102 Cc
SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION, FIN DOUBT - ASK