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

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

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

 

COUNCIL APPROVAL No.

MCU22/0062

PROPOSED COMMERCIAL DEVELOPMENT
2 EMERALD STREET, COOROY

QUEENSLAND PROPERTY DEVELOPMENTS

 

 

Emerald st :
Emerald st

 

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Emerald st

Emerald s,

 

 

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Garnet g;
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DRAWING INDEX

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Dwa. No. | DESCRIPTION
GENERAL (C000)

C000 [ COVER PAGE

ROADWORKS (C101)

C101 ROADWORKS & DRAINAGE LAYOUT PLAN
C102 ROAD LONGITUDINAL SECTION & CROSS SECTIONS - WIMMERS LANE
C103 PAVEMENT JOINTING PLAN

C104 PAVEMENT JOINTING DETAILS
STORMWATER DRAINAGE (C200)

201 STORMWATER DRAINAGE NOTES

(202 STORMWATER CATCHMENT PLAN

(203 STORMWATER LONGITUDINAL SECTIONS

(204 STORMWATER CALCULATIONS TABLE

¢205 STORMWATER DETENTION TANK DETAILS
EROSION AND SEDIMENT CONTROL (C400)

C401 EROSION AND SEDIMENT CONTROL PLAN

cuo2 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
SEWERAGE RETICULATION (C500)

(504 SEWERAGE RETICULATION LOCALITY & NOTES
(502 SEWERAGE RETICULATION LAYOUT PLAN
WATER RETICULATION (C600)

C601 WATER RETICULATION LOCALITY & NOTES
C602 WATER RETICULATION LAYOUT PLAN

SIGNS & LINEMARKING (C700)

C701 [ SIGNS & LINEMARKING PLAN

 

 

 

 

 

LOCALITY PLAN

NOT TO SCALE

LMT

engineers

 

 

IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER

WHILE EVERY CARE IS TAKEN BY CMT ENGINEERS TO ENSURE THE ACCURACY OF
THE DATA SUPPLIED BY LOCAL AUTHORITIES, DIAL BEFORE YOU DIG (DBYD)
RECORDS, AS CONSTRUCTED INFORMATION AND DETAILED SURVEY, WE MAKE NO
REPRESENTATIONS OR WARRANTIES ABOUT ITS ACCURACY, RELIABILITY,
COMPLETENESS OR SUITABILITY FOR ANY PARTICULAR PURPOSE AND DISCLAIM ALL
RESPONSIBILITY AND ALL LIABILITY (INCLUDING WITHOUT LIMITATION, LIABILITY IN
NEGLIGENCE) FOR ALL EXPENSES, LOSSES, DAMAGES (INCLUDING INDIRECT OR
CONSEQUENTIAL DAMAGE) AND COSTS WHICH MAY BE INCURRED AS A RESULT OF
DATA BEING INACCURATE OR INCOMPLETE IN ANY WAY AND FOR ANY REASON.

 

 

 

 

GENERAL NOTES

THE CONTRACTOR IS TO VERIFY THE LOCATION & RELATIVE LEVELS OF EXISTING
SERVICES PRIOR TO CONSTRUCTION. THE CONTRACTOR IS TO TAKE ALL NECESSARY
PRECAUTIONS REGARDING CONSTRUCTION ADJACENT TO EXISTING SERVICES.

THE CONTRACTOR SHALL PREPARE AN “AS CONSTRUCTED” DETAIL SURVEY PLAN
SHOWING FINISHED SURFACE LEVELS & CONTOURS TO LOCAL AUTHORITY STANDARDS.
THE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE LANDSCAPE ARCHITECTS,
OTHER CONSULTANTS PLANS, SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS AS
MAY BE ISSUED BY THE SUPERINTENDENT DURING THE COURSE OF THE CONTRACT

THE CONTRACTOR IS TO LIAISE WITH THE LOCAL AUTHORITY PRIOR TO COMMENCING
CONSTRUCTION.

ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT LOCAL AUTHORITY &
CMT ENGINEERS STANDARD METHODS, SPECIFICATION & DRAWINGS.

TRAFFIC & PEDESTRIAN CONTROL MEASURES ARE TO BE PROVIDED TO LOCAL AUTHORITY
& SUPERINTENDENTS SATISFACTION.

 

 

ISSUE FOR APPROVAL

NOT

 

‘OR CONSTRUCTION WITHOUT COUNCIL APPROVAL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ISSUE | DESCRIPTION DATE | DRAWN | AUTH. [SURVEYOR a DESIGN: DATE: | DESIGN CHECK: DATE:
7” _| PRELIMINARY ISSUE roan) oR | owt JAS ASSOCIATES i > Suite 2, Level 2, DR CMT
B_| ISSUE FOR APPROVAL oe i220ze| OR | CwT [FILENAME 96 Mount Gravatt DRAWN. DATE: | DWG CHECK: DATE:
1 4-37028B
C__| COUNCIL RFI RESPONSE 12.01.2023] OR | CMT | eer DATUM AHD Capalaba Road, DR cP
PM 24980 RL 117.567 "AUTHORISED FOR ISSUE S ORIG. SIZE
RP DESCRIPTION : Upper Mount Gravatt, Ihsve
woo IANGINGEFS — asia At
CHING MENG TAN RPEQ Not 1311
THIS DRAWING IS  AND IS NOT 70 BE REPRODUCED IN ANY FORM AS A WHOLE OR IV PART | PROJECT NUMBER/ SHEET ISSUE
ROSE WITHOUT EXPRESS WRITTEN PERMISSION FROM CMT ENGINEERS. THE EXISTING SERVICES FORMATION
SHONNHAS NOT BEEN CONFIRMED ON SITE AND IT 15 THE CONTRACTORS RESPONSIBLITY TO LOCATE ANY
0.1012HA SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION. IF IN DOUBT - ASK. €23-035 C000 Cc

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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

   

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DRIVEWAY CROSSOVER REFER /

 

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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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

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TRANSITION FOOTPATH AT 3.0%
| LONGITUDINALLY TO ACHIEVE
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RE-INSTATE ROAD PAVEMNENT
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CROSSFALL 2.5% MAX REFER TO PLAN C502
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MATCH NEATLY y 5 2 ; 5
RP43490
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‘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

Page 3

 

 

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
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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

Page 4

 

 

   

 

 

LEGEND

 

 

 

PROPOSED DRIVEWAY
CROSSOVER

INTERNAL CONCRETE PAVEMENT.
REFER DETAILS ON PLAN C106 EJ

PROPOSED STORMWATER
DRAINAGE PITS

RETAINING WALL Eq

 

 

PROVIDE 2/N12 2000 LONG @

100 CRS TIED TO TOP MESH AT
ALL RE-ENTRANT CORNERS 30

COVER TO CORNER

EXPANSION JOINT

SAWN JOINT

EDGE THICKENING

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

  

  

 

 

 

 

 

 

 

   

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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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 Zz 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] au 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 4 6m PAVEMENT JOINTING PLAN CHING MENG TAN RPEQ Not 1311
‘THIS DRAWING IS  AND IS NOT TO BE REPRODUCED IN ANY FORM AS A WHOLE OR IN PART | san)
\WITHOUT EXPRESS WRITTEN PERMISSION FROM GMT ENGINEERS, THE EXISTING SERVICES NFORNATION RP DESCRIPTION LAND SIZE SCALE 1100 @ A PROJECT NUMBER/ SHEET ISSUE
SHOWIN HAS NOT BEEN CONFIRMED ON SIE AND T ISTHE CONTRACTORS RESPONSIBLITY TO LOCATE ANY LOT 47 ON c5602 o1012HA 23-035 C103 Cc
SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION, FIN DOUBT - ASK

Page 5

REINFORCED CONCRETE NOTES

1, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH
A.S. 3600 CURRENT EDITION WITH AMENDMENTS.

2. THE CLASS OF CONCRETE SHALL BE N25.

3. WHEN ORDERING OR PROPORTIONING CONCRETE THE CONTRACTOR SHALL
CHECK WITH THE SUPERVISING OFFICER TO ENSURE THAT THE CONCRETE
COMPLIES WITH THE ABOVE STRENGTH REQUIREMENTS.

PLAIN GALV. MS DOWELS (NOT
DEFORMED) R16, 300 LONG @
300crs. PLACED CENTRALLY

CLOSED-CELL POLYETHYLENE FOAM
WITH 10 x 10 POLYSULPHIDE
SEALANT,

CONCRETE PAVEMENT REFER
ARCHITECTS PLANS FOR FINISH
1 LAYER OF SL82 20 0.D. GREASED
FABRIC 50 COVER | PVC SLEEVE WITH

STORMWATER

20mm ‘ABLEFLEX' OR SIMILAR

2-N12 RE-ENTRANT BARS,
2.0m LONG (TYP. U.N.O}

STORMWATER
SO DISCHARGE PIT

WITH APPROVED
WATERPROOF SEALANT

FIELD INLET
PIT
4. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20mm U.N.O. END CAP
5 THE CONCRETE SHALL HAVE A SLUMP OF 75mm WHEN BEING PLACED. i z
6. MINIMUM TOP COVER TO REINFORCEMENT SHALL BE 50mm U.N.O. — f——— ss _|
7. COVER TO REINFORCEMENT SHALL BE OBTAINED BY THE USE OF WIRE = = . RN ateeh oeTALs
OR PLASTIC BAR CHAIRS FOR BOTTOM REINFORCEMENT. ALL CHAIRS TO yoo, : > TRIMMER BAR ere cE WHERE
BE SPACED AT 750 CRS. MAX. at | pRoviDE Ni2 DIAMETER
8. THE CONCRETE SHALL BE COMPACTED USING HIGH FREQUENCY s PLASTIC SHEET
VIBRATORS.
9. ALL NUMBERS INDICATING TYPES OF HARD DRAWN STEEL WIRE FABRIC |
Tots SHALL 8 ze [TYPICAL PIT TRIMMER BAR|
10. JOINTS SHALL BE INSTALLED AT THE LOCATIONS SHOWN UNLESS COMPA TED To ose oP waco TYPICAL PIT TRIMMER BAR
AMENDMENTS ARE APPROVED ON SITE BY THE SUPERVISING ENGINEER. an . 600 NTS.
COMP. I | ;
11, THE SUBGRADE SHALL BE KEPT CONTINUOUSLY WET DURING THE
PLACEMENT OF CONCRETE. THE EXPOSED SURFACE OF CONCRETE SHALL STORMWATER FIELD INLET PIT DETAIL
BE KEPT CONTINUOUSLY MOIST FOR A PERIOD OF 7 DAYS AFTER EXPANSION JOINT (E.J.)
PLACEMENT. ‘20
12, THE CONTRACTOR IS TO FINISH ALL CONCRETE DRIVEWAYS & SLABS 0
EVENLY WITH A NON SLIP SKID RESISTANT & LIGHTLY PATTERNED
BROOM FINISH OR AS APPROVED BY COUNCIL
13, STEEL REINFORCEMENT SHALL COMPLY WITH A.S. 4671. ALL STEEL
SHALL BE D500 DUCTILITY CLASS N
16. CURING METHOD OF CONCRETE TO BE PROVIDED TO THE ENGINEER BY DLNI2 RE-ENTRANT BARS
CONTRACTOR FOR SUITABILITY. 1, 'SOFF CUT’ SAWN JOINT 3mm WIDE x “2.0m LONG (TYP, UNN.O)
0.4 'H’ WITHIN 8 HOURS OF POURING. | 4 APPROVED WATERPROOF
COMPACTION NOTES 2. CLEAN OUT JOINT & STORMWATER SEALANT (TYP. U.N.O)
INSTALL APPROVED SLAB AND RE-ENFORCEMENT, DISCHARGE PIT
1. AREAS REQUIRING FILLING TO BE COMPACTED IN LAYERS OF 150mm TO FLEXIBLE SEALANT AFTER SPLICE LENGTH ‘AS DETAILED ELSEWHERE
200mm DEPTH WITH MINIMUM CBR 15+ IMPORTED SELECT FILL 28 DAYS
2. COMPACTION TO BUILDING AREAS TO BE 98% STANDARD 25 MIN. \ Z
3. TO PLATFORM - LESS THAN 300mm BELOW PAVEMENT 98% STANDARD TT . +
- GREATER THAN 300mm BELOW PAVEMENT 95% FABRIC
TT PILLING TO BE CARRIED OUT IN ACCORDANCE WITH ALL RELEVANT Sm 20mm "ABLEFLEX’ OR SIMILAR
AND CURRENT AUSTRALIAN STANDARDS LOCAL DEPRESS MESH (comm MAYBE RED FOR HIGHLY
5. SITE TO BE STRIPPED OF ALL TOP SOIL PRIOR TO FILLING OF SITE AND AROUND SAW JOT CUT MINIMUM LAP SPLICE f
ALL AREAS PROOF ROLLED. EVERY 2ND BAR ACROSS FOR WELDED WIRE FABRIC FoR DETAILS)
6. ALL SOFT SPOTS ARE TO BE REMOVED AND BACK FILLED WITH APPROVED SAW JOINT AWN JOINT (S.J.) +0)
BACK FILL & COMPACTED
+20
TYP. SWD FIELD INLET PIT SECTION
180
150mm (min) THICK CONCRETE N25 REINFORCED
WITH SL82 MESH, SOmm TOP COVER
REE < PROVIDE PLASTIC SHEET Nid CRANK BARS— sn t0P
XS YAALS SS 100mm SUB BASE MATERIAL OF CBR4S © 200 CRS. \ Somm COVER
SS
SOON PROOF ROLL SUBGRADE TO IDENTIFY
KEKE ANY SOFT SPOTS 2
NOONAN a" a
2 700 LAP
INTERNAL CONCRETE ROAD PAVEMENT one 00 |
NOT TO SCALE
THIS SUBGRADE MUST BE TESTED FOR CBR VALUE BY
CONTRACTOR & SUBMITTED TO ENGINEER FOR CONCRETE
PAVEMENT THICKNESS DESIGN CONFIRMATION EDGE THICKENING 1- (ET)
120
° 400 800 +200mm
|
SCALE 120 @ At
° 200 400 600mm
—_—— ee
SCALE 1:10 @ At
[fr I P:(07) 2849 8388 ISSUE | DESCRIPTION DATE | DRAWN | AUTH. | ISSUE STAMP NORTH CITY COUNCIL APPROVAL NUMBER: CLIENT: PROJECT TITLE: OR DATE: | DESIGN CHECK: DATE:
A _| PRELIMINARY ISSUE 28.10.2022] DR | CMT 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:
$2112 96 MOUNT GRAVATT |G _| COUNCIL RFIRESPONSE [12.01.2024 DR | CMT NOT FOR CONSTRUCTION WITHOUT COUNCIL APPROVAL DEVELOPMENTS STREET, COOROY DR cP
‘APALABA RO, UPPER MOUNT
GRAVATT QLD 4122 "AUTHORISED FOR ISSUE ORIG. SIZE
' E [email protected] SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE:
engineers Pus 67 inna rssocues [stars M
PAVEMENT JOINTING DETAILS CHING MENG TAN RPEQ Not 1311
“THis DRAWING IS AND IS NOT TO BE REPRODUCED IN ANY FORM AS A WHOLE OR IN PART
TOUT EXPRESS WRITTEN PERMISSION FROM CMT ENGINEERS, THE EXISING SERVICES NFORWATION ee ener Ca PROJECT NUMBER/ SHEET ISSUE
SHOWIN HAS NOT BEEN CONFIRMED ON SIE AND T ISTHE CONTRACTORS RESPONSIBLITY TO LOCATE ANY
SERVCES EWA PON TO"HE STAT OF CDTRICTON NDOLET A €23-035 C104 Cc

Page 6

STORMWATER & ROOFWATER DRAINAGE
CONSTRUCTION TOLERANCES

PRECAST PIPES AND BOX CULVERTS
HORIZONTAL - CENTRELINE DEVIATION FROM NOMINATED
POSITION +/-100MM

VERTICAL - WHERE NOMINATED GRADE FLATTER THAN 1,200
DEVIATION FROM ILL. NOMINATED +/-15MM. WHERE
NOMINATED GRADE IS STEEPER THAN 1:200 DEVIATION FROM
THE NOMINATED +/-25MM

IN ANY CASE THE FOLLOWING ABSOLUTE MINIMUMS SHALL BE

MAINTAINED.
PIPE MIN
DIAMETER GRADE
(mm) (%)
300 0.50
375 0.40
450 0.30
525 0.25
600 0.20
675 0.18
750 0.15
900 0.12
1050 or 0.10
GREATER

2. MANHOLES/INLET STRUCTURES ETC.

HORIZONTAL - DEVIATION FROM NOMINATED
+/—100MM
VERTICAL - FLUSH WITH FINISHED SURFACE

DISTANCES BETWEEN STRUCTURES TO BE CHECKED PRIOR TO
COMMENCEMENT OF LAYING. ANY VARIATION FROM
DRAWINGS TO BE REFERRED TO THE SUPERINTENDENT FOR
DIRECTION,

NOTE: WHERE ROOFWATER LINES CONNECT TO GULLIES,
GULLY LOCATION IS DETERMINED BY ROOFWATER LINE NOT
DIGITAL DATA PROVIDED

600 FIELD INLET
900 FIELD INLET

= 600MM X 600MM FIELD INLET PIT

= 900MM X 600MM FIELD INLET PIT

ALL INLETS SHALL BE CAST INSITU GRATED INLETS WITH
2X 100 B STUBS. REFER |.P.W.E.A.0. STO. DWG. D-0050
CLASS 2

ALL GRATES TO BE FLUSH TYPE UNO. REFER LONG SECTION
FOR CLASS.

STORMWATER DRAINAGE NOTES

ALL STORMWATER PIPES 375 AND GREATER SHALL BE PRECAST
STEEL REINFORCED CONCRETE SPUN PIPES WITH RUBBER RING JOINTS
CLASS 3, UNLESS NOTED OTHERWISE ON THE DRAWINGS. PIPES ABOVE
600 MAY BE FLUSH JOINTED.

ALL uPVC PIPES SHALL BE CLASS SN8 RRJ U.N.O.

GRADE STORMWATER PIPES OBVERT TO OBVERT UNLESS NOTED OTHER
WISE. MAINTAIN 20mm DROP THROUGH STRUCTURES BETWEEN OBVERTS
OF THE SAME SIZE PIPES.

MINIMUM COVER TO STORMWATER PIPES UNDER ROAD PAVEMENTS
SHALL BE 600mm UNLESS NOTED OTHERWISE.

ALL MANHOLE LIDS SHALL FINISH FLUSH WITH ADJACENT FINISHED
SURFACE LEVELS

PROVIDE A 100 SUBSDIL DRAIN WITH SOCK DISCHARGING INTO
DRAINAGE STRUCTURES FROM UPSTREAM PIPE BEDDING. EXTEND 300mm
INTO PIPE BEDDING.

GENERAL NOTES

1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
CURRENT LOCAL AUTHORITY SPECIFICATIONS AND STANDARDS.

2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL
COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.

3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF
EXISTING SERVICES WITH RELEVANT AUTHORITIES BEFORE
COMMENCING WORKS. BENCH MARK AND LEVELS TO AHD.

44, NOTWITHSTANDING THAT THE PRESENT AND/OR PROPOSED
POSITIONS OF PUBLIC UTILITIES, FITTINGS, PIPES, POLES,
MANHOLES, ETC. MAY BE INDICATED ON THE DRAWINGS. NO
RESPONSIBILITY WILL BE ACCEPTED BY THE PRINCIPAL FOR THE
ACCURACY OF THE PRESENTATION OR THE OMISSION THEREOF.

5. CONTACT 1100 (DIAL BEFORE YOU DIG), ENERGEX, AGILITY (GAS),
SANTOS (OIL), ETC. FOR THE EXACT LOCATION OF
UNDERGROUND CABLES.

6. WHERE OVERHEAD PUBLIC UTILITY LINES AND SURFACE
DRAINAGE WORKS AND/OR UNDERGROUND PIPES, CONDUITS, OR
CABLES, EXIST IN THE VICINITY OF THE WORKS, THE
CONTRACTOR SHALL TAKE CARE TO PROTECT SUCH FACILITIES
FROM DAMAGE, AND IN THE CASE OF ANY DAMAGE OCCURRING
TO SUCH FACILITIES, THE MATTER SHALL BE IMMEDIATELY
REPORTED TO THE RELEVANT AUTHORITY AND TO THE
SUPERINTENDENT. THE COST OF THE NECESSARY REPAIRS OR
RENEWALS SHALL BE BORNE ENTIRELY BY THE CONTRACTOR.

7. NATURAL SURFACE LEVELS ARE FROM DIGITAL TERRAIN MODEL
AS SUPPLIED BY THE PROJECT SURVEYOR

8. THE CONTRACTOR SHALL NOT ENTER ADJACENT PROPERTIES
WITHOUT PRIOR WRITTEN APPROVAL FROM THE PROPERTY
OWNER.

9. DESIGN FINISHED SURFACE LEVELS OF STRUCTURES ARE FOR
THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL FINISHED LEVELS
SHALL BE SET OUT AS DIRECTED ON SITE IN KEEPING WITH THE
REQUIREMENTS AND SPECIFICATIONS OF CITY OF GOLD COAST
COUNCIL AND ACTUAL FINISHED GROUND LEVELS.

STORMWATER PIPE INSTALLATION NOTES

1. REFER PIPE INVERT LEVELS FOR TRENCH DEPTH
2. REFER LAYOUT PLAN FOR DETAILS OF PAVEMENT MATERIAL

3. BEDDING COMPACTION (COMPACTED FILL / SAND BEDDING)

COHESIVE MATERIAL = 95% COMPACTION (STANDARD)
NON-COHESIVE MATERIAL ~ DENSITY OF 70 MIN, REFER
AS1289.65.1
SAND - COMPACT BY FLOODING AND USE OF
VIBRATORS

4. BACKFILL COMPACTION

COMPACTED GRAVEL LAYER UNDER ROAD 95% COMPACTION
(STANDARD)
COMPACTED CBRIS GRAVEL 95% - BELOW 300mm (STANDARD)
COMPACTED BACKFILL - FOOTPATH / PRIVATE PROPERTY 95%
COMPACTION MAX DENSITIES DETERMINED BY STANDARD
COMPACTION TESTS TO AS1289.5.1.1

5. REFER STORMWATER LONGITUDINAL SECTION FOR FOR PIPE SIZE AND
DEPTHS.

6. TYPE U AND TYPE H SUPPORT BEDDING NOT SUITABLE FOR USE WITH

FIBRE REINFORCED PIPES. FOR FIBRE REINFORCED PIPES TYPE HS
BEDDING IS REQUIRED. ALL BEDDING TO CONFORM TO AS 3725

7. PIPES ARE TO BE LAID USING CORRECT STRENGTH CLASS UNDER ALL

CONSTRUCTION LOADS.

BEDDING & COMPACTION

1. COMPACTION TO BE IN ACCORDANCE WITH BCC EARTHWORKS
SPECIFICATION.

2. EMBEDMENT AND BACKFILL TO BE IN ACCORDANCE WITH CoGC
STANDARDS,

CENTRE OF PIT /
LIP OF CHANNEL

LIP OF CHANNEL

SAG GULLY SETOUT POINT

CENTRE OF
MANHOLE

®&

MANHOLE SETOUT POINT

CENTRE OF
FIELD INLET

FIELD INLET PIT SETOUT POINT

0.25m MIN
FFL 110.200

PROPOSED BUILDING REFER:

STRUCTURAL ENGINEER FOR
DETAIL 1

RP_BDY

46
©5602

0.3m MIN

_ <

existing suReace-/

\
‘PROPOSED CONCRETE CHANNEL

DATUM RL109.000

REFER TO STRUCTURAL
ENGINEER FOR STRUCTURAL
DETAILS

SECTION =

4240 (AM)

engineers

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 INFORNATION
SHOWN HAS NOT BEEN CONFIRMED ON SITE AND IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY
SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION. IF IN DOUBT - ASK.

Et [email protected]

PM 24980 RL 117.567

SCALE BAR
MWA& ASSOCIATES — | 14-3702AB

RP DESCRIPTION LAND SIZE.
LOT 47 ON C5602 O.1012HA,

CENT PROROTINIE DESION DATE: DESIGN GHEOK DATE
DR CMT
QUEENSLAND PROPERTY | PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD |= — _
DEVELOPMENTS STREET, COOROY OR cp
AUTHORISED FOR ISSUE . ORIG. SIZE
DRAWING TITLE anos hone M
STORMWATER DRAINAGE NOTES & DETAILS CHING MENG TAN RPEQ No! 1311
PROJECT NUMBER / SHEET ISSUE
C23-035 C201 c

Page 7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

   
   

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND
| ma mm mE CATCHMENT BOUNDARIES
7
r~ ) WN CATCHMENT. NAME
/ \ .
/ \ IEA } yee
/ | > FLOW DIRECTION ARROW
, | FRA  feehS FN UY NY KY TQ OU ONY ON AR BP ey EA A eee Ho a
/ QP
filles
> . CATCHMENT TABLE
OFFICE/SHOP NOB |
/ FFL110.200 \ CATCHMENT AREA (ha)
/ VA 0.0702
/ 4 vB 0.0929
y owl
, &
/@ PATHOLOGY
‘ B/ FFL110.200
k = NIL
) -
/
f
/ we
/
/ re
/ | N , \
/ Emt A __ RPUAIDT \
=
\ a
1 2
RPL 3490
Reactor RP 170669
2
RP4AIOL 2 \
z \
\ \
2
RPLAIOT
’
P4410
a
ey
ae
MAPLE
STREET
fr I P:(07) 2849 8388 ISSUE _| DESCRIPTION DATE _| DRAWN | AUTH. | ISSUE STAMP NORTH CITY COUNCIL APPROVAL NUMBER CLIENT: PROJECT TITLE, oR DATE: | DESIGN CHECK: DATE:
A _| PRELIMINARY ISSUE [28.10.2022] DR | CMT CMT
M:PO BOX 79,
CAPALABA QLD 4157 B__| ISSUE FOR APPROVAL (08.12.2024 DR | CMT ISSUE FOR APPROVAL Zz 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] au SURVEY INFORMATION ‘SURVEYOR FILE NAME SCALE BAR DRAWING TITLE:
en g inee rs PM 24980 RL 117.567 MWA & ASSOCIATES — | 14-3702AB Al
° 2 4 om STORMWATER CATCHMENT PLAN CHING MENG TAN RPEQ Not 1311
‘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 C202 Cc
SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION, FIN DOUBT - ASK

Page 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STRUCTURE a < < < o 5 4
S x x
NAME > a a zs > x a
gs]. 8/8. 8/8. > g/g 8] 2 E/8
21450 Z)gs 2)gs 3 21g =/s4 214
STRUCTURE Zle& =Zles 2/28 Sle Zle 2|le 2le
DESCRIPTION <8 g)<G gl<8 of? Zs ls ds
size size size ZE siz slgz sl
Slzz Slee Slsz x= gje Bice ge
S|B5 3155 S155 32 sls 3/35 3|5
=
3] | 5
9| |=
al | 8
‘kb DESIGN SURFACE
Q10 tae
0 20 40 60m
(a
SCALE 1:1000 @ At
HORIZONTAL SCALE
0 2 4 em
a
SCALE 1:100 @ At
VERTICAL SCALE
PIPE SIZEmm (Class) 150(U) 225(U) 225(U) NST 300 225(U) 225(U)
PIPE GRADE % 4.31% 187% 3.40%, 1.82% 2.41%
PIPE SLOPE 1 in X 23.18 53.51 29.38 54.97 4157
FULL PIPE FLOW VELOCITY (m/s) 1.65 148 1a 1.08 0.79
PART FULL FLOW VELOCITY (m/s) 238 a0 2.65 195; 199
DATUM RU 97.0
TER LEVEL s g 3 3 z g g
IN STRUCTURE = 2 3 s 3 s 2
HYDRAULIC sis als 8 2/8 ale fs
GRADE LEVEL sje s/s s sje s/s sfs
PIPE FLOW
0.037 0.066 0.066 0.049 0.036
(Cumecs)
PIPE CAPACITY
0.040 0.087 ona 0.088 | 0.099
AT GRADE (Cumecs)
DEPTH TO INVERT zs g)R 8/8 & § s|8 &
INVERT LEVEL 2 ale ele alé = sie 8
OF DRAIN 2 2/8 8/8 Sls 2 s|2 &
DESIGN SURFACE 8 2 3 5 g 3 2
LEVEL FS = g s 3 = 2
RUNNING CHAINAGE 8] ans 8) u063 8] nn 3 8] 9565 8] 9.003
LINE A B
[fr I P:(07) 2849 8388 ISSUE | DESCRIPTION DATE | DRAWN | AUTH. | ISSUE STAMP NORTH CITY COUNCIL APPROVAL NUMBER: CLIENT: PROJECT TITLE: OR DATE: | DESIGN CHECK: DATE:
‘A _| PRELIMINARY ISSUE 28.10.2022] DR | CMT CMT
CAPRLABA OD 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:$2/L2,96 MOUNT GRAVATT |__| COUNCIL RFI RESPONSE 12.01.2024 OR | CMT NOT FOR CONSTRUCTION WITHOUT COUNCIL APPR 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: *
engineers PM 24980 RL 117.567 MWA& ASSOCIATES — | 14-3702AB Al
STORMWATER LONGITUDINAL SECTIONS CHING MENG TAN RPEQNo!1311
TH DRAWING 1  AND I HOT TO BE REPRODUCED IN ANY FORM ASA WHOLE ORIN PART
INTHOUT EXPRESS WRITTEN PERMISSION FROM CT ENONEEAS, "He EXISING SERVICES EORNATON RP DESCRIPTION LAND SIZE PROJECT NUMBER/ SHEET ISSUE
Ineo POW RD AST ND HE crn oY TGENE toraroncssa [psoas €23-035 C203 | C

Page 9

 

 

 

 

 

     

 

   

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN PAR] FULL DESIGN LEVELS.
te | a0 C A TGA | +A Q Qg Qb te +4 at Qm_| Qs Qp L Ss Vv T hu KI hl Kw hw St ht Vp
b Ss =
a = = = = |S Ss B 2
wv 2 5 = 5 siz fz B S _ 5 =
S Sle | 2 = z = 5 3 a zy |e 3 = » ely [8 le [z % Sle ]e2 3 3
2 s es &l#z| 2 leele | 2 2/2 ale |_5 2/2 2} sJElaz|alz 2 = 3 = Zeus Sig |z |S |e _ = jza* Zz g Sa] =
= w = ze S/=2| 2 /k£&z\Z.] = ~le,/S42/8 |=S}) wa =/ 8s w Z/ 2 > | Ele i S}w ao S lw jw 2 es # /Ssle5 | S2|5 2/2 |e |e= a /= = se) wu
S s ira E2 iB S/ES| as /SSsfsegpe VY JEVISst/S_|Sa) & e as Ss oS) a 2 2 lazl a & 2 S TrISs/S FS |& > |SS/24/25/43 S| = {5 5a > a )o = 2 os} &
= a a2 2 Sjau|l 2 /SzlzS| = wu [ae S|So\/cs z= 2 a ve lai! 2 = fF |e! = = 3 uwol==|= = = & |/=3Solaesc/Selao 2/4 lz zo e Ee |a a S oS =
zB oS 2 Se =| au |SS| # |2E/ES| S SS S/ESe 2) as S}Z] a |e leSla = |S 2 SZiCe/G s s S|PE|SS fla Sl_F) S /Evwl/FS|/ 2] 5] ee /2 & |x se) &
s 2 2 Le e/flza/ es lee] Z cs e2/Ss|l 5 =| zs s|2]|= |S |/s=/s S/S a Sa|/se/s = & s HE/e S/T HT Slee] 2 less; =] es] S25) 5 gs] s
B = = Ss 2/3 |$2/ a |Ss/sgu| 8 5 |S$2/eyzisej2s) 3 S| |seF 2/2 |5 |2 |22/ 2 Sf) e = Z2e/F2/= S 2 BILS/LSSs/2Sl25| S/eS/@S/ a) es] a fee) e/a s =
8 B Ss as S| a |e) & leclss| a B\|AS|\Cz/2a\E2) Z ce |e |e |S) 2] 2/2/25] = @ia 5 F2Z|55/5 2 6 S |SS|S#/SS/S2|/=S| 5S leclake| S| 2) 8 |Sz/ 5] 5 BZ/ G
yrs. %_|_min__|mm/h ha ha ha V/s ls Vs_ [ls min_|mm/h | ha_[ l/s | l/s [l/s | l/s m Kh mm_|_m/s_| min m nm m m % nm m_ [m/s m m m 1 1 m
0 18 18 v8 a was | 0093 [ace [oo [9 ] 49 | 138 ] 0 1 w | 0 soo | 2m | oo | a2 ws] 9565 | 182] zest] 108) 08 1g 0.049 00 0.049 Do 225 a0sy | 536] 0319 536 | 039 | oso ] 0057 | opt | 195 | ttasss | wnasss | va9e% ‘sats | 09993 | vB
m0 to2/8 500) 3m io | 0093 | 0.093 | 0093 | 82 (ONLOCKED 4) 500] 3m | 0003 [Pipe flow: Grat§ flow) (18) CHRT 32: Vo2/2q00 0.25 H/Do 0.00 ‘09361 | 109391
Kg site flow 5.36 end flow 4.46
0 28 28 ve 6 soo | an | oo | a2 3 | 9063 | aur | msn] a7 | os {e036 Do 225 ans | 031 | 0010 ous [oom [032 | 0029 | oto | 199 | soo3er | tosze | 109301 ww9395 | tiozee | 278
m0 to2/A 500] an | 000 (Pipe flow set byfuser) (an) CHART 50 Du/Dot.00 alpha 0 963 | 109303
Kw 0.05 Wu 126 WSE 001
Ku 031Kw 043
0 WA vA 6 soo | an | 0035 | at x [ams | v3 | som] 16 | 02 {0.031 Do 150 ans [2st | 0403 an | ous [256 | ases | ort [238 | smioos | amioos | sae amos fame [vA
00 to2/A 500] 3m | 0035 (Pipe flow set byfuser) (216) CHRT 32: Vo2/2q0o 0.90 H/Do 0.00 ‘0.005 | 19.956
iq site flow 2.1 end flow 269,
0 wk ws ve 6 sa | mm | oom | om 6% | w63 | v7 | ms] tus | on Qo 0.066 Do 225 ams ] to | 0202 238 | 0252 | tov ] os | or | 21 | roost | roost | t093%a 19393 | 10438 | 2/A
10 403/A 523 | 38 | ons Ghipe flow: $um upstr}H¥en flows) (190 Flow 1/A made egy grate flow Interp va for S/Do .04 Kw 2.38 ‘aa67 | 108799
Angle 90 Chart 47 S/Do 25 chartdeg CHART
Du/Do 100 KO 192KOS 2.12 $/D0 25 0 182 KOS 171 K 17
Qu/do 0.54 Cg 0.95 K 2.11 $/D0 20K0 2.06 KOB 192K 1
$/D0 25 KO 192 KOS 212K 2.1 Interp va for S/o P.04 Ku 13
$/D0 20 KO 2.64 KOS 240K 240 K vals ave for st4pped pipes as grate flow
0 3A a/R ve 6 soo [ae | om | to 6 | ime [340 | mst] tus | on 0.066 Do 225 oie | 140 | oust an [02 | 07 | ons | ons | 26s | tose | toazer | wsszz vases [109738 [37a
10 toEX/A 540 | 3 | 0.128 Gfipe flow: $um upsir Hen flows] (258) Flow 274 made eqy grate flow CHART 5] F526 Do 425 theta 32 r/Do 22 ‘7961 | 198.000
CHRT 32: Vo2/2qDo 0.44 H/Do 0.00 Du 225 Dy/Do 190 KH 180
ig site flow 4.1 end flow 358 i'w 0.23 fu 166 WSE 0.22
ICvals above for stepped pipes as grata flow Ku 180 Ky 211
arate flow decreased by 0.066 from 2/4) K vals sipp pipes a4 pipe flow fu 180 Kw p.m
[fr I P:(07) 2849 8388 ISSUE _| DESCRIPTION DATE _| DRAWN | AUTH. | ISSUE STAMP NORTH CITY COUNCIL APPROVAL NUMBER CLIENT: PROJECT TITLE, oR DATE: | DESIGN CHECK: DATE:
A _| PRELIMINARY ISSUE 28.10.2022] DR | CMT CMT
M:PO BOX 79,
CAPALABA QLD 4157 B_| ISSUE FOR APPROVAL fa122024 or | cur ISSUE FOR APPROVAL QUEENSLAND PROPERTY | PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD [pain DATE: | DG GHECK 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:
engineers Pus 67 inna rssocues [stars M
STORMWATER CALCULATIONS TABLE 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 GMT ENGINEERS, THE EXISTING SERVICES NFORNATION ee ener Ca PROJECT NUMBER/ SHEET ISSUE
SHOWIN HAS NOT BEEN CONFIRMED ON SIE AND T ISTHE CONTRACTORS RESPONSIBLITY TO LOCATE ANY
SERVCES EWA PON TO"HE STAT OF CDTRICTON  NDOLET A €23-035 C204 Cc

Page 10

 

 

INLET PIPE verte |

LONGITUDINAL SECTIONS

 

300 uPVC SNB PIPE

 

 

 

 

 

 

 

 

 

900x600 FIELD INLET

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

9 x ecoAlD EC-1000 STORMWATER
DETENTION UNITS (OR APPROVED
EQUIVALENT)

IL 109.160

 

[STORMWATER DETENTION TANK LAYOUT PLAN

 

 

 

 

 

 

WITH CONCRETE LID

300x300 PLATE WITH B 125
ORIFICE OVER 225 OUTLET PIPE

 

SCALE: 120 (Ai)
° 400 800 200mm
+
SCALE 1:20@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 z 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
' [email protected] au SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE: *
engineers Pus 67 inna rssocues [stars M
STORMWATER DETENTION TANK DETAILS 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 WAITTEN PERMISSION FROM CMT ENGINEERS, THE EXISING SERVICES NFORWATION ee ener Ca PROJECT NUMBER/ SHEET ISSUE
SHOWIN HAS NOT BEEN CONFIRMED ON SITE AND TIS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY
SERVES EWA PON TO"HE STAT OF CDITRICTON  NDOLET Ae €23-035 C205 Cc

Page 11

GEOTECHNICAL RECOMMENDATIONS / BULK EARTHWORKS NOTES:

1. TOPSOIL STRIPPED FROM SITE TO BE USED FOR FINAL TOPSOIL PRIOR TO IMPORT OF ADDITIONAL
TOPSOIL,

2. EXCESS CUT MATERIAL TO BE SPREAD ON-SITE AS PER THE SUPERINTENDENTS INSTRUCTIONS
3. SOLID EARTHWORKS VOLUMES SHOWN. (NO BULKING FACTOR USED)
4. BULK EARTHWORKS ASSUMED ONLY. NO DETAILED DESIGN HAS BEEN UNDERTAKEN.

5. BULK EARTHWORKS LEVELS HAS NOT ALLOWED FOR STRUCTURAL DESIGN OF FOOTINGS,
DEPRESSIONS, FALLS AND HYDRAULICS U.N.O. THESE ARE ADDITIONAL EXCAVATIONS AND SHALL BE
DETERMINED ON SITE BY THE CONTRACTOR. ANY EXCESS MATERIAL REMOVED FROM SITE WILL
REQUIRE TO BE REPLACED AS PER THE MINIMUM COMPACTION REQUIREMENTS.

6. ALL EXCESS MATERIAL REMOVED AS DIRECTED BY CIVIL, STRUCTURAL OR GEOTECHNICAL ENGINEER
HAS NOT BEEN INCLUDED IN THESE CALCULATIONS.

7. ALL ARCHITECTURAL FINISHED SURFACE LEVELS SUPERSEDE THOSE INDICATED ON THE BULK
EARTHWORKS PLAN. THE CONTRACTOR SHALL CONFIRM THE FINAL PAD LEVEL REQUIRED TO SUIT THE
STRUCTURAL DESIGN WITH THE STRUCTURAL DRAWINGS PRIOR TO COMMENCEMENT OF WORK.

8. REFER GEOTECHNICAL REPORT / ENGINEER FOR SUITABILITY OF MATERIAL WON FROM EXCAVATION AS
BACKFILL

9. WHERE NATURAL LEVELS ARE CUT - DEEP TYNE EXPOSED SURFACE SOILS TO AN ADDITIONAL
DEPTH OF 300mm, WITH THE ADDITION OF WATER, AS NECESSARY, TO ADJUST THE MOISTURE
CONTENT TO + / - 2 % OF THE STANDARD OPTIMUM MOISTURE CONTENT. REFER TO GEOTECHNICAL
REPORT FOR FURTHER TREATMENT OF SUB-GRADE MATERIALS.

10. CONTRACTOR IS RESPONSIBLE TO VERIFY AND ESTABLISH THE QUANTITIES AS THE VOLUMES
PROVIDED ARE ESTIMATES ONLY

11, IF RETAINING WALLS ARE TO BE DESIGNED BY CMT ENGINEERS, SOIL TESTING MUST BE CARRIED OUT
BY CERTIFIED NATA SOIL TESTING COMPANY TO PROVIDE BEARING CAPACITY FOUND ON SITE.

BULK EARTHWORKS APPROVAL

1. APPROVAL IS REQUIRED BY ALL RELEVANT AUTHORITIES PRIOR TO THE COMMENCEMENT OF WORKS
ON SITE.

2. THE BULK EARTHWORKS PLANS AND ALL SUPPORTING INFORMATION, INCLUDING ALL EROSION AND
SEDIMENT CONTROL PLANS, SHALL REMAIN ON SITE AT ALL TIMES.

EXISTING SERVICES

1. EXACT LOCATION OF ALL SERVICES, SHALL BE LOCATED PRIOR TO THE COMMENCEMENT OF WORK. IT
IS THE BUILDERS RESPONSIBILITY TO CONFIRM THE DEPTH AND LOCATION OF SERVICES, AND CMT
ENGINEERS ACCEPTS NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE SERVICES
SHOWN.

ADJOINING PROPERTY

1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THE EFFECTS OF THE EARTHWORKS DO NOT
HAVE AN IMPACT TO THE NEIGHBOURING PROPERTIES. SHOULD AN ISSUE ARISE ON SITE THE
CONTRACTOR SHALL INFORM THE SUPERINTENDENT IMMEDIATELY.

2. THE CONTRACTOR IS TO RECEIVE WRITTEN PERMISSION PRIOR TO ENTERING OR COMMENCING WORK

QUTSIDE THE DEVELOPMENT SITE, AND SHALL RECEIVE PERMISSION FROM EASEMENT HOLDERS AND
LOCAL AUTHORITY PRIOR TO WORK COMMENCING.

SOIL_ CONTAMINATION

1. ANY SUSPECTED GROUND OR GROUND WATER CONTAMINATION SHALL BE INVESTIGATED BY A
SUITABLY QUALIFIED GEOTECHNICAL ENGINEER.

IF CONTAMINATED SOILS ARE ENCOUNTERED ON SITE, A CONTAMINATED SOILS REPORT IS TO BE
UNDERTAKEN BY A GEOTECHNICAL ENGINEER OUTLINING APPROVED TREATMENT, OR ACCEPTABLE
DISPOSAL LOCATIONS FOR ALL MATERIAL REMOVED FROM SITE.

3. FINAL APPROVAL FROM REGULATORY AUTHORITY MAY BE REQUIRED PRIOR TO DISTURBING IN-SITU
MATERIAL,

CONSTRUCTION RECORDS

1, ADEQUATE RECORDS SHALL BE KEPT THROUGHOUT CONSTRUCTION INCLUDING BUT NOT LIMITED TO;
LOCATION AND QUANTITY OF EXCESS CUT (DUMP SITE)

THE AREAS ON SITE OF ALL FILL

LEVELS OF STRIPPED SURFACE

LOCATION OF ANY VEGETATION REMOVED

LOCATION OF SITE CONTAMINATION / UNSUITABLE MATERIAL
LEVELS AT COMPLETION OF BULK EARTHWORKS WORK
DETAILS OF SUB-GRADE TEST ROLLING (PROOF ROLLING)
TYPES / SOURCE OF FILL MATERIAL

LOCATION, LEVEL AND RESULT OF EACH COMPACTION TEST
RECORD OF ALL ACTIONS TAKEN ON SITE

UNSUITABLE MATERIALS

1. REFER TO GEOTECHNICAL ENGINEER, AS REQUIRED, FOR DETERMINATION OF SUITABILITY OF MATERIAL
WON ON SITE, OR BORROW PIT TO BE USED AS FILL MATERIAL.

2. ALL UNSUITABLE FILL SHALL BE EITHER REMOVED OR USED AS PER THE RECOMMENDATIONS IN THE
GEOTECHNICAL REPORT.

3. PRIOR TO ANY EARTHWORKS STRIP TOPSOIL CONTAINING ORGANIC MATTER FROM BUILDING +

TESTING / INSPECTIONS

1. ALL TESTING OF EARTHWORKS SHALL BE DONE AT THE CONTRACTORS EXPENSE, UNLESS NOTED
OTHERWISE.

2. SHALL A SUB-GRADE OR PROOF ROLL INSPECTION FAIL, OR ADDITIONAL INSPECTIONS BE
REQUIRED FOR ANY REASON OUTSIDE, THE CONTRACTOR WILL WEAR THE COSTS OF ANY
SUBSEQUENT RE-INSPECTIONS, UNLESS NOTED OTHERWISE.

EARTHWORKS SEQUENCE

1. INSTALL ALL VEGETATION PROTECTION, EROSION AND SEDIMENT CONTROL, AND SITE SPECIFIC
MEASURES PRIOR TO THE COMMENCEMENT OF ANY WORK

2. STRIP ALL TOPSOIL / ORGANIC MATERIAL FROM CONSTRUCTION AREA AND REMOVE FROM SITE
OR STOCKPILE AS DIRECTED BY SUPERINTENDENT.

3. EXCAVATE MATERIAL AS INDICATED ON THE BULK EARTHWORKS PLAN

4, PRIOR TO PLACING FILL, PROOF ROLL EXPOSED SUB-GRADE WITH AN 8 TONNE (MIN) ROLLER OR
WATER TRUCK TO DETECT THEN REMOVE SOFT SPOTS, REPLACE UNSUITABLE MATERIAL WITH
SUITABLE GRANULAR MATERIAL AND COMPACT TO THE MINIMUM COMPACTION REQUIREMENTS
LISTED

(TO BE UNDERTAKEN IN THE PRESENCE OF A CIVIL / GEOTECHNICAL ENGINEER)

5. GEOTECHNICAL ENGINEER TO UNDERTAKE SUB-GRADE COMPACTION TESTING TO LEVEL 1 AS PER
‘AS 3798 (2007) AND PROVIDE CBR VALUES FOR ADJUSTMENT TO PAVEMENT DESIGN

6. FILLING IS TO BE PLACED AND COMPACTED IN MAXIMUM 150mm LAYERS AND TO THE MINIMUM
COMPACTION REQUIREMENTS LISTED.

7. AFTER ALL BULK EARTHWORKS HAS OCCURED, PROOF ROLL THE FINISHED PAD LEVEL WITH AN @
TONNE (MIN) ROLLER OR WATER TRUCK TO DETECT THEN REMOVE SOFT SPOTS, REPLACE
UNSUITABLE MATERIAL WITH SUITABLE GRANULAR MATERIAL AND COMPACT TO THE MINIMUM
COMPACTION REQUIREMENTS LISTED.

TYPICAL EARTHWORKS EMBANKMENT NOTES:

4, IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT THE SITE WORKS DO NOT COMPROMISE /
UNDERMINE OR PLACE ADDITIONAL SURCHARGE ON ANY EXISTING STRUCTURES.

2. BATTER ANGLES MUST COMPLY WITH LOCAL AUTHORITY REQUIREMENTS AND ARE TO CONFORM
TO THE ABOVE DIAGRAM.

3. ALL BATTERS SHALL BE PROTECTED FROM EROSION, AND ADEQUATE EROSION AND SEDIMENT
CONTROL MEASURES IN PLACE PRIOR TO THE COMMENCEMENT OF WORK.

4, SHOULD THE ABOVE CONDITIONS NOT BE ACHIEVED CMT ENGINEERS MUST BE CONTACTED PRIOR
TO ANY SITE WORKS BEING UNDERTAKEN

PAD AND FINISHED LEVEL NOTES:

1. ACTUAL FINISHED LEVELS SHOWN ON THIS PLAN ARE FOR THE CONTRACTOR'S GUIDANCE ONLY.
ACTUAL FINISHED LEVELS SHALL BE SET-OUT IN ACCORDANCE WITH ARCHITECTURAL PLANS
(REPORT ANY DISCREPANCIES TO CMT ENGINEERS IMMEDIATELY)

2. THE PAD LEVEL SHOWN WAS CALCULATED USING THE FOLLOWING PAVEMENT DESIGN, REFER
STRUCTURAL DRAWINGS FOR CONFIRMATION OF LEVELS.

RL
RL — RL
LANDSCAPING DRIVEWAY. BUILDING
RL
RL
—— 500mm.

FOOTPATHS EXTERNAL ROAD BOX

MINIMUM COMPACTION REQUIREMENTS

MINIMUM RELATIVE COMPACTION %

APPLICATION COHESIVE SOILS | COHESIONLESS SOILS
1 RESIDENTIAL - ALLOTMENT FILL, BUILDING PADS 95 70
(MAX20kPa SLAB, Max 100kPa FOOTINGS
2 COMMERCIAL - ALLOTMENT FILL, BUILDING PADS 98 5
(and Residential > Max Bearing from above)
3 FILL TO SUPPORT PAVEMENTS
GENERAL FILL 95 70
SUBGRRADE (depth to 0.3m below box) 98 B

MINIMUM COMPACTION NOTES

1. REFER TABLE 5.1 AS 3798-2007 FOR NOTES RELATING TO MINIMUM COMPACTION TABLE
2. REFER TO GEOTECHNICAL REPORT FOR THE REQUIRED TREATMENT SPECIFIC TO THIS

PAVEMENT AREAS TO AN APPROX. DEPTH OF 0.10m. SPOIL MATERIAL AS DIRECTED BY THE SITE.
MANAGER. REMOVE RUBBLE, OVER SATURATED MATERIALS AND ALL ORGANIC MATTER
[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:

$2112 96 MOUNT GRAVATT |G __| COUNCIL RFIRESPONSE [12.01.2024 DR | CMT NOT FOR CONSTRUCTION WITHOUT COUNCIL APPROVAL DEVELOPMENTS STREET, COOROY DR cP

"APALABA RO, UPPER MOUNT
GRAVATT QLD 4122 "AUTHORISED FOR ISSUE ORIG. SIZE
' [email protected] au SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE:
engineers Pus 67 inna rssocues [stars M
° 2 4 6m BULK EARTHWORKS NOTES CHING MENG TAN RPEQ Not 1311

‘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 @At1 PROJECT NUMBER/ SHEET ISSUE
SSHOWNHAS NOT BEEN CONFIRMED ON SITE AND TIS THE CONTRACTORS RESPONSIBILITY TO LOGATE ANY LOT 47 ON C5602 0.1012HA, e C23-035 C301 Cc
SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION, FIN DOUBT - ASK

Page 12

 

EARTHWORKS TABLE

 

CONTRACTOR TO CONFIRM LOCATION OF
ALL SERVICES TRAVERSING OR ADJACENT

 

TO THE DEVELOPMENT SITE PRIOR TO
UNDERTAKING WORKS.

 

 

 

 

 

 

 

CUT (m) FILL (m?) NETT (m?)
TOPSOIL STRIPPING (DEPTH 100mm) ~140.000
BULK EARTHWORKS (FROM STRIPPED SURFACE) -51.569 168.696 117.127 (IMPORT)

 

 

REFER STRUCTURAL ENGINEER FOR DETAILS
OF TEMPORARY SOIL RETENTION METHOD

 

NOTE:

 

EARTHWORKS VOLUMES ARE TAKEN FROM STAGE STRIPPED EXISTING SURFACE LEVEL.

      

 

REFER STRUCTURAL DRAWINGS.
FOR DETAILS OF PROPOSED
RETAINING WALL CONSTRUCTION

 

 

 

REFER STRUCTURAL DRAWINGS
PREPARED BY STRUCTURAL ENGINEER
FOR FOOTING SLAB AND WALL DETAILS.|

 

 

CUT & FILL LEGEND

 

 

 

LEGEND
PL_ 4.90 propose PLATFORM LEVEL
PAD [email protected] BULK EARTHWORKS LEVEL
412.15 EXISTING SURFACE LEVEL
— | =| == PROPOSED RETAINING WALL
(BY OTHERS)

 

 

EXCAVATION FILLING

[| 0.00m - 0.25m [| 0.00m - 0.25m
Cy 0.25m - 0.50m Ss 0.25m - 0.50m
[| 0.50m - 1.00m is 0.50m - 1.00m
is 1.00m - 200m || 4.00m - 2.00m
Ha ..... a .....
NOTES.

 

CONTRACTOR TO CONFIRM SOIL TYPE AND
ACCEPTABLE TEMPORARY BATTER ANGLE
WITH GEOTECHNICAL ENIGINEER PRIOR TO
UNDERTAKING EARTHWORKS:

 

 

 

 

 

 

 

 

 

   
 
 

 

 

 

 

 

  

© CUT AND FILL IS PROVIDED FOR GUIDANCE ONLY AND DENOTES
LEVEL DIFFERENCE BETWEEN EARTHWORKS SURFACE AND NATURAL
SURFACE. VOLUMES ARE TO STRIPPED SURFACE (100mm NOM.)
AREAS NOT REQUIRING EARTHWORKS ARE TO REMAIN UNDISTURBED.
CUT/FILL IS TO BULK EARTHWORKS SURFACE.

FINAL EXTENTS OF CUT/FILL ARE TO BE DETERMINED BY THE
CONTRACTOR ON SITE IN CONJUNCTION WITH THE EARTHWORKS

LEVEL 1 COMPACTION

ALL FILLING ON SITE TO BE LEVEL 1
COMPACTED FILL AS PER AS3798 UNLESS
NOTED OTHERWISE

(NOTE TYPE 2 TESTING MAY ONLY BE USED
FOR INDIVIDUAL RESIDENTIAL LOTS ONLY)

 

 

DESIGN.

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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‘A _| PRELIMINARY ISSUE 28.10.2022] DR | CMT DR CMT
M:PO BOX 79,
CAPALABA QLD 4157 B__| ISSUE FOR APPROVAL loa.12.2024 DR | CMT ISSUE FOR APPROVAL Zz QUEENSLAND PROPERTY | PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD [apaany DATE: | DWG CHECK. DATE:
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SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION, FIN DOUBT - ASK

Page 13

 

WIMMERS
LANE

EXISTING RP_BDY

PROPOSED RP _BDY

  

BULK EARTHWORKS

 

— FINISHED
SURFACE LINE

 

 

 

 

DETAILS OF PROPOSED BUILDING

 

RP_BDY

PL 110.025

|

I

I

I

i

I

| REFER ARCHITECTURAL PLANS FOR
i

1

I

| FFL 110.200
+

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\ =
SURFACE LINE EXISTING =
SURFACE LINE ~ - EMERALD
STREET
HATCH DENOTES FILL
atu venoves cut—/
DATUM RL 106.000
SECTION @)
100 (41)
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BULK EARTHWORKS
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DATUM RL 108.000
SECTION ©)
100 (A1)
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EMT A il - FINISHED il LOT 46
RP 134362 il PL 110.025 |) SURFACE LINE iI 75602
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SURFACE LINE EXISTING
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[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
' [email protected] au SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE:
engineers Pus 67 inna rssocues [stars M
° 2 4 6m BULK EARTHWORKS 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 | san)
WITHOUT EXPRESS WRITTEN PERMISSION FROM CMT ENGINEERS, THE EXISTING SERVICES NFORNATION RP DESCRIPTION LAND SIZE SCALE 1100 @At1 PROJECT NUMBER/ SHEET ISSUE
SSHOWNHAS NOT BEEN CONFIRMED ON SITE AND TIS THE CONTRACTORS RESPONSIBILITY TO LOGATE ANY LOT 47 ON C5602 0.1012HA, e C23-035 C303 Cc
SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION, FIN DOUBT - ASK

Page 14

 

 

 

46
5602

 

EROSION AND SEDIMENT CONTROL (ESC) MEASURES TO
BE INSTALLED PRIOR TO COMMENCEMENT OF WORK.

EROSION PLANS AND BUILDING REPRESENTATIVE
FAMILIAR WITH THE PLAN MUST BE ON SITE AT ALL
TIMES DURING CONSTRUCTION

 

 

 

 

 

 

 

om 750 -

 

     

 

 

750 SF —

 

2750 SF in 75) SF 75). SF

5) SF a 75
\

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
    

 

 

 

200 \

 

 

 

 

 

 

 

 

=

 

 

(mmm 5,0. NS OSL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND

 

=—75) 5 = 750 HIGH BOUNADARY SEDIMENT FENCE

a 50 SF 450 HIGH INTERNAL SEDIMENT FENCE
TEMPORARY SILT TRAPS

= FABRIC DROP INLET PROTECTION
- ON GRADE GULLY PROTECTION

- SAG GULLY PROTECTION

ey

CONSTRUCTION
ENTRY/EXIT SEDIMENT
TRAP

 

DIVERSION SWALE

_t REFER DETAIL
a ROCK CHECK DAMS
> OVERLAND FLOW DIRECTION

 

 

 

 

 

PROVIDE TEMPORARY SEDIMENT AND SILT BARRIER 10
DOWNSTREAM GULLIES WITHIN 100m OF SITE

 

 

  

 
 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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A _| PRELIMINARY ISSUE [28.10.2022] DR | CMT CMT
M:PO BOX 79,
CAPALABA QLD 4157 B__| ISSUE FOR APPROVAL (08.12.2024 DR | CMT ISSUE FOR APPROVAL Zz 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] au SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE: AM
en g inee rs PM 24980 RL 117.567 MWA & ASSOCIATES — | 14-3702AB
° 2 ‘ om EROSION & SEDIMENT CONTROL 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 C401 Cc
SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION, FIN DOUBT - ASK

Page 15

ROLL OF NETTED FILLING WITH 50 TO 75mm
GRAVEL OR MASONRY BLOCKS WITH A
FILTER CLOTH OVER 50 TO 75mm OF GRAVEL

GRATED INLET PIT

FIELD INLET SEDIMENT TRAP

FILTER SOCKS MAY NEED TO FULLY

PVC PIPE SPACERS.

SURROUND THE INLET TO INTERCEPT
SEDIMENT RUNOFF FROM THE RDAD AND

7
FLTER sock—/

GULLY GRATE WRAPPED IN. NON-WOVEN.
FILTER FABRIC (MINIMUM BIDIM A34 OR
EQUIVALENT)

NOTE:

‘sing INLET REMAINS OPEN

1. SAG GULLIES SHALL HAVE EQUAL PORTIONS OF AGGREGATE
FILLED SUBSOIL DRAIN TO BOTH SIDES OF GRATE

2. TRAP SHALL BE MANUALLY CLEANED AFTER EACH RAINFALL
EVENT OR AS INSTRUCTED BY SUPERINTENDENT

3. IF SUBSOIL DRAIN MOVEMENT IS EVIDENT WEIGH DOWN WITH

INTERMITTENT SAND BAGS

SAG INLET SEDIMENT TRAP

NO HEAVY LOADS TO BE PLACED ON EDGE OF

TRENCH DURING CONSTRUCTION TO PREVENT —
COLLAPSE (45") \

Php

0.6m (TY!
OVERLAND FLow
R Ae

EXCAVATED MATERIAL TO BE
PLACED TO THE UPSIDE OF THE
TRENCH, TO FORM TEMPORARY

CUT OFF DRAIN

CONSTRUCT SILT FENCE FOR FULL

LENGTH OF TRENCH (+5m EACH END)
REFER SEDIMENT FENCE DETAILS

TYPICAL TRENCH LAYOUT

BATTER TO BE COVERED WITH
TURF MULCH OR IMPERMEABLE
LAYER TO DIRECT CLEAN WATER
AROUND CONSTRUCTION SITE
OVERLAND FLOW

TES

TEMPORARY BUND

SILT AND SEDIMENTATION NOTES

DESIGNED IN ACCORDANCE WITH SGIL EROSION AND SEDIMENT CONTROL ENGINEERING GUIDELINES FOR
QUEENSLAND & REGULATORY AUTHORITIES REQUIREMENTS.

ALL WORK, FIXTURES, FITTINGS & STRUCTURES SHALL COMPLY WITH & BE CARRIED OUT TO SOIL
EROSION & SEDIMENT CONTROL ENGINEERING GUIDELINES OF QLD REGULATORY AUTHORITIES
REQUIREMENTS.

PROVIDE, INSTALL AND MAINTAIN ALL BARRIERS, GROSS POLLUTANT TRAPS, CONSTRUCTION EXITS,
SEDIMENT BASINS, PUMP SUCTION PITS, POLLUTANT AND SEDIMENT TRAPS FENCES NECESSARY FOR THE
CONTROL OF EROSION AND SEDIMENTATION WITHIN AND ARGUND THE SITE DURING CONSTRUCTION. ALL
IN ACCORDANCE WITH SOIL EROSION AND SEDIMENT CONTROL ENGINEERING GUIDELINES FOR QUEENSLAND &
REGULATORY AUTHORITIES REQUIREMENTS.

EXACT DETAIL, TYPE & EXTENT OF SEDIMENT FENCE SHALL BE DETERMINED ON SITE IN CONJUNCTION
WITH REGULATORY AUTHORITY TO ACHIEVE & MAINTAIN A SUITABLE LEVEL OF PERFORMANCE FOR THE
EXPECTED FLOWS, INCLUDING POSSIBLE OVERLAND FLOWS.

PROVIDE AND INSTALL 750mm HIGH SEDIMENT FENCE AROUND SITE.
DETERMINED ON SITE IN CONJUNCTION WITH REGULATORY AUTHORITY.

EXACT EXTENT OF FENCE SHALL BE

PROVIDE AND INSTALL 450mm HIGH SEDIMENT FENCE COMPLETELY AROUND ALL OPEN STORMWATER
PIPES AT THE END OF EACH DAYS WORK & IMMEDIATELY PRIOR TO ANY STORM EVENT.

PROVIDE AND INSTALL 450mm HIGH SEDIMENT FENCE COMPLETELY AROUND ALL SWSs, GRATED
TRENCHES & GRATES.

PROVIDE AND INSTALL CONSTRUCTION ENTRY / EXIT SEDIMENT CONTROL STRUCTURE.

PROVIDE AND INSTALL SEDIMENT BARRIERS TO ALL EXISTING ROAD INLET GULLIES AFFECTED BY
CONSTRUCTION.

CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES SHALL BE COMPLETED AND EFFECTIVE PRIOR TO
STRIPPING OF TOP SOIL AND GRASS, BULK EARTHWORKS TO SITE, AND SERVICE INSTALLATION.

ALL SEDIMENT MANAGEMENT DEVICES ARE TO REMAIN IN PLACE UNTIL WRITTEN NOTICE FROM LICENSING
AND COMPLIANCE.

BOTH TEMPORARY AND PERMANENT SEDIMENTATION MANAGEMENT DEVICES SHALL BE MAINTAINED AT A
SUITABLE LEVEL / CONDITION THROUGHOUT CONSTRUCTION. SEDIMENT FENCES ARE TO BE CLEANED OUT
WHEN CAPACITY IS REDUCED BY 30%.

PRIGR TO COMMENCEMENT OF CONSTRUCTION, APPROVAL SHALL BE OBTAINED FROM LICENSING AND.
COMPLIANCE FOR THE LOCATION OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH SHALL BE
MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DEFICIENT OR FAILED IN SERVICE,
DUE TO UNFORESEEN CIRCUMSTANCES, CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH
MAY INCLUDE AMENDMENTS / ADDITIONS TO THE ORIGINAL EROSION CONTROL PLANS. SUCH ADDITIONS
OR AMENDMENTS ARE TO BE APPROVED BY LICENSING AND COMPLIANCE OFFICER AND REGULATORY
AUTHORITY.

THE INSTALLATION, REMOVAL, RELOCATION, OR MODIFICATION TO EROSION AND SEDIMENT CONTROL
DEVICES MAY BE MADE BY A LICENSING AND COMPLIANCE OFFICER AND REGULATORY AUTHORITY IF
DEEMED NECESSARY AND RELEVANT.

ALL MUD TRACKED ONTO COUNCIL ROADS SHALL BE BROOMED OFF IMMEDIATELY (NOT WASHED OFF ONTO
COUNCIL STORMWATER SYSTEM).

ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION
WHERE AS DIRECTED BY COUNCIL REPRESENTATIVE.

GEOTEXTILE
FABRIC AND Fle2—=]

y-POSTS @ 3m CENTRES MAX (WIRE MESH PRESENT)
POSTS @ 2m CENTRES MAX (NO WIRE MESH}

OVERLAND FLow
TIS

BACKFILL
DISH IN GROUND WHERE

SURFACE FLOW MAY
CONCENTRATE

BACKFILLY
RETAIN PART IN

[ALTERNATIVE 1]

MESH AND INLET PROTECTION DEVICES TO ALL GULLY PITS TO BE REMOVED
DURING CONSTRUCTION OF ROADWAYS. AFTER ROADS HAVE BEEN COMPLETED
CONTRACTOR TO ENSURE ALL GULLY GRATES ARE WRAPPED IN GEOFABRIC
AND ROCK FILLED AGRICULTURAL PIPE PLACED ALONG LINTELS. (REFER DETAIL).

MESH AND INLET PROTECTION DEVICES TO FIELD INLETS TO REMAIN UNTIL
SWALES HAVE BEEN TOPSOILED AND TURFED.

SEDIMENT BASINS TO BE REMOVED AT THE COMPLETION OF ALL WORKS OR
WHEN ALL ALLOTMENTS HAVE 70% GRASS COVERAGE.

SEDIMENT FENCES TO REMAIN ALONG PROPERTY BOUNDARIES AND TO BE
MAINTAINED/REPLACED DURING THE ‘ON MAINTENANCE’ PERIOD OR UNTIL LOTS
ARE SOLD AND BUILDING CONSTRUCTION COMMEMCES.

THE CONTRACTOR TO REMOVE GULLY PIT PROTECTION DEVICES AFTER
SUCCESSFUL ‘ON MAINTENANCE’ INSPECTION.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL SEDIMENT
CONTROL DEVICES DURING CONSTRUCTION UNTIL AFTER SUCCESSFUL ‘ON
MAINTENANCE" INSPECTION.

CONSTRUCTION SEQUENCE

1, ERECT SEDIMENT FENCE ALONG ADJACENT PROPERTY BOUNDARIES
AND DOWNSTREAM RUNOFF BOUNDARIES. INSTALL SHAKE DOWN
DEVICE AT ENTRY.

2. CONSTRUCT DRAINAGE, SEWER AND WATER RETICULATION. ALL
GULLY INLETS TO BE CLEAN WATER ONLY.

3. ALL ALLOTMENTS TO GRASS SEED AS DIRECTED.

4, ON COMPLETION OF WORKS AND 70% GRASS COVER AND
APPROVAL BY COUNCIL. SEDIMENT BASIN TO BE REMOVED AND
AREA TO BE REHABILITATED.

MAINTENANCE OF PUBLIC ROADS

ALL CONSTRUCTION VEHICLES DEPARTING THE SITE SHALL HAVE THEIR
TYRES WASHED DOWN.

THE CONTRACTOR SHALL INSPECT THE PUBLIC ROADS ADJACENT TO THE
SITE DAILY AND REMOVE ANY SOIL OR SILT DEPOSITS.

THE CONTRACTOR SHALL PROVIDE A WASH-DOWN AREA AND ANY
STORMWATER INLETS ADJACENT TO THIS AREA ARE TO BE PROTECTED
FROM SILT INFILTRATION.

THE WASH-DOWN AREA SHALL BE LOCATED SUCH THAT SILTED WATER IS
FILTERED PRIOR TO LEAVING THE SITE. SHOULD THE WATER POND IT
MUST BE TESTED IN ACCORDANCE WITH THE EROSION AND SEDIMENT
CONTROL PROGRAM PRIOR TO DISPOSAL.

200mm TO 300mm GAP AT LOWEST POINT
OF SILT FENCE FOR OVERFLOW. STAKE
WIRED HORIZONTALLY WITH SILT FENCE CUT
DOWN AND RAPPED OVER

FIX TO TOP OF STAKE WITH
SHADECLOTH FASTENER OR
TIE TO STEEL PICKET.

2m CRS Max.

50X50 HW STAKE OR FABRIC AND Fy

STEEL PICKET 1200 MIN

50X50 HW STAKE OR
STEEL PICKET 1200 MIN

LONG y= LONG
2m CRS Max. 2 2m CRS Max.
TRS, / TERS

CRUSHED OR GRANNULAR~
MATERIAL, GRADING TO
TABLE & OF OT
SPECIFICATION MRS11.03.

[ALTERNATIVE 2]
SILT FENCE

aA NATURAL GRASS NOTES
™ IF POSSIBLE ‘A. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.
BN 3, B. NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM CATCHMENT AREA 0.6 HA PER
By Sha, "OOM LENGTH OF FENCE.
ne 2 S04 C. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY BE USED ON SMALL WORK
W ong SITES, I.E. OPERATIONAL PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE SIGNIFICANT
fe SEDIMENT RUNOFF IS NOT EXPECTED.

2 D. WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR THE LAYOUT SHALL CONFORM

SEDIMENT FENCE .

TO ‘TYPICAL LAYOUT ACROSS GRADE’.
FENCES ARE REQUIRED 2M MIN FROM TOE OF CUT OR FILL BATTERS, WHERE NOT PRACTICAL
ONE FENCE CAN BE AT THE TOE WITH A SECOND FENCE 1M MIN AWAY. FENCE SHOULD NOT
BE LOCATED PARALLEL WITH TOE IF CONCENTRATION OF FLOW WILL OCCUR BEHIND THE
FENCE.

CLEARING

EARTH BANK AND TABLE DRAIN TO BE CONSTRUCTED ALONG THE TOP OF THE
EXISTING BATTER.

SEDIMENT FENCE, SAND BAGS, SEDIMENT BASINS AND EARTH RILLS TO BE
ERECTED AS INDICATED OR REQUIRED.

EXISTING GRASSED AREAS TO BE KEPT WHERE POSSIBLE.

SHAKE DOWN/WASH DOWN BAY AT ENTRY/EXIT POINT AS REQUIRED BY
COUNCIL OFFICER.

. EARTHWORKS

SEDIMENT FENCES, SEDIMENT BASINS AND EARTH RILLS WITHIN ROADS TO BE
ERECTED AS INDICATED OR REQUIRED.

SEWER / ROOFWATER / STORMWATER / SERVICES

EXCAVATED MATERIAL TO BE PLACED ON HIGH SIDE OF TRENCH AND TO
PROTECT PIPE WORK AND DIRECT SURFACE MATERIAL AWAY FROM
EXCAVATIONS.

TOPSOIL AND GRASS SEED AREAS IN ALLOTMENTS IMMEDIATELY AFTER
COMPLETING THE SEWER AND ROOFWATER DRAINAGE CONSTRUCTION.
DEPRESS GROUND AROUND TEMPORARY FIELD INLETS TO CREATE SEDIMENT
POND.

STOCKPILE

SEDIMENT FENCE TO BE ERECTED Sm FROM TOE OF BATTER ON LOW SIDE OF
STOCKPILE.

ROADWORKS.

SEDIMENT FENCES TO ALLOTMENTS TO BE ERECTED.
KERB INLET PROTECTION TO BE PROVIDED.
SAND BAGS SURROUND SAG GULLY PITS AS INDICATED.

ALLOTMENTS.

MULCH AS DIRECTED AND TOPSOIL AND SEED ALLOTMENTS.

SEDIMENT FENCES TO ALLOTMENTS TO BE RE-ERECTED.

COVERS TO GULLY GRATES TO BE REMOVED IF THE SUPERINTENDENT INDICATES
THE GRASS STRIKE |S SUFFICIENT.

ESTABLISHMENT OF 70% COVERAGE WITHIN 30 CALENDAR DAYS OF COMPLETION
OF WORKS.

MAINTENANCE PERIOD

ALL ESC MEASURES SHALL BE INSPECTED.
a. AT LEASE DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN
WORK IS NOT OCCURRING ON SITE)
b. WITHIN 24 HOURS OF EXPECTED RAIN, AND
c. WITHIN 18 HOURS OF A RAINFALL EVENT
ALL ESC MEASURES SHALL BE MAINTAINED THE SAME DAY WHEN THE CAPACITY
OF THE ESC MEASURE FALLS BELOW 75%.

ENTRY _/ EXIT NOTES.
1. TEMP CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP.

10 ADJACENT STORMWATER RUNOFF TO BE DIVERTED.
AWAY FROM ENTRY/EXIT.
1b. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED

DURING WET WEATHER.
2. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES,
INCORPORATE TRAFFIC CONTROL DEVICES TO THE

SATISFACTION OF THE SUPERINTENDENT.
3. ALL DIMENSIONS IN MILLIMETRES UNLESS INDICATED
OTHERWISE.

RUNOFF DIVERSION BUND INCORPORATED
INTO. THE PAD WHEN THE ENTRY/EXIT
POINT IS LOCATED DOWN SLOPE OF THE
SOIL DISTURBANCE. BERM (00mm MIN.
HEIGHT)

GEDTEXTILE FABRIC
BIDUM U34-OR SIMLAR

aumrs nowy 2

DIRECTED TO SEDIMENT TRAP

UNBOUND PAVEMENT MATERIAL
(GRAVEL)

UNFORMLY-SIZED CRUSHED ROCK
(AVOID ROCK <br AND 75 TO

‘on ENSURE VERGE IS

PEDESTRIAN SAFE DURING
WORKS OR DIVERSION ARE
IMPLEMENTED

TEMPORARY CONSTRUCTION ENTRY /
EXIT SEDIMENT TRAP

[BP (07) 2049 e308

M: PO BOX 79,
CAPALABA QLD 4157

‘A: S2/L2, 96 MOUNT GRAVATT
CAPALABA RD, UPPER MOUNT
GRAVATT QLD 4122

engineers

Et [email protected]

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
B__| ISSUE FOR APPROVAL loa.12.2024 DR | CMT ISSUE FOR APPROVAL QUEENSLAND PROPERTY | PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD [apaany DATE: | DWG CHECK. DATE:
C | COUNCIL RFI RESPONSE [12.01.2024 DR | CMT NOT FOR CONSTRUCTION WITHOUT COUNCIL APPROVAL DEVELOPMENTS STREET, COOROY DR cP
"AUTHORISED FOR ISSUE ORIG. SIZE
‘SURVEY INFORMATION ‘SURVEYOR’ FILE NAME ‘SCALE BAR DRAWING TITLE: *
PM 24980 RL 117.567 MWA& ASSOCIATES — | 14-3702AB Al
EROSION & SEDIMENT CONTROL NOTES & DETAILS CHING MENG TAN RPEQ Not 1311
RP DESCRIPTION LAND SIZE PROJECT NUMBER / SHEET ISSUE
LOT 47 ON c5602 o1012HA 23-035 C402 Cc

Page 16

TYPICAL BOLLARD DETAIL (CONCRETE)

1:20

WIMMERS

I P:(07) 2849 8388
M: PO BOX 79, A
CAPALABA QLD 4157 B
‘8: 82/12, 96 MOUNT GRAVATT |G
CAPALABA RD, UPPER MOUNT
GRAVATT QLD 4122

engineers eer

‘THS 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 INFORNATION
‘SHOVINHAS NOT BEEN CONFIRIED ON SITE AND IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ANY
‘SERVICES RELEVANT PRIOR TO THE START OF CONSTRUCTION. IF IN DOUBT - ASK.

139.7 OD x 3.0 CHS
CONCRETE FILLED

REFLECTIVE TAPE
BANDS AT 300 ©
REFER TO ARCHITECT
TO CONFIRM STYLE

16 PLATE (250 SO)
4/16 “CHEMSET"

ANCHORS o~

 

LANE LINES

ALL LANE LINES SHALL BE MARKED AS FOLLOWS: 1
LANE LINES SHALL BE AS SHOWN ON THE PLAN
LANE LINES SHALL BE APPLIED TO ROAD SURFACE
USING WHITE THERMOPLASTIC LINE MARKING PAINT
PAINT SHALL BE IN ACCORDANCE WITH AS4O49.2 -
APPENDIX F

ALL LANE LINES SHALL BE SETOUT AS PER THE
QUEENSLAND GOVERNMENT DEPARTMENT OF MAIN
ROADS - "MANUAL OF UNIFORM TRAFFIC DEVICES’

MESSAGES ON PAVEMENT

 

—T

TT I

4, ALL WORDINGS APPLIED TO ROAD SURFACE SHALL
BE AS FOLLOWS:
© ALL WORDINGS SHALL BE AS SHOWN ON THE PLAN.

 

 

 

RPLG101

2
RP4EIO

DESCRIPTION
PRELIMINARY ISSUE.
ISSUE FOR APPROVAL
COUNCIL RFI RESPONSE

ALL WORDINGS SHALL BE APPLIED TO THE ROAD

REMOVAL OF EXISTING LINEMARKING

SIGNAGE SCHEDULE

 

SIGN

IMAGE

DESCRIPTION

 

ALL REDUNDANT LINEMARKING TO BE
REMOVED SHALL BE GROUND OFF IN
ACCORDANCE WITH QUEENSLAND
TRANSPORTS REQUIREMENTS,

 

 

 

“CLEARANCE X.Xm"
(REFER TO ARCHITECT
FOR CLEARANCE HEIGHT)

 

 

 

 

SIGN POST INSTALLATION

ALL SIGNS SHALL BE LOCATED AS INDICATED
ON THE PLAN AND SHALL BE INSTALLED IN

ACCORDANCE WITH QUEENSLAND GOVERNMENT
DEPARTMENT OF MAIN ROADS - MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES - PART 2

 

 

SURFACE USING WHITE REFLECTIVE LINE MARKING
PAINT

PAINT SHALL BE IN ACCORDANCE WITH AS4049.1
ALL WORDING SETOUT AND FORMATION SHALL BE
AS PER THE - QUEENSLAND TRANSPORTS -

 

ALL LINE MARKING ON CONCRETE
CAR PARK SURFACING TO BE
PAINTED YELLOW IN COLOUR

 

 

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PART 2 SECTION 4.

WHEEL STOPS TO BE
INSTALLED AS AS PER
AS28901

11/2.6x5.
CARPARKS)

10/2.6x5.4
CARPARKS:

DISABLED SYMBOL TO BE™.
PAINTED AS PER AS2890.6~
SECTION 3 (TYP.)

1
RPLAION

DATE | DRAWN
28.10.2022] DR
oR ISSUE FOR APPROVAL

oR NOT FOR CONSTRUCTION WITHOUT COUNCIL APPROVAL

PM 24980 RL 117.567 MWA & ASSOCIATES

RP DESCRIPTION
LOT 47 ON C5602

CHEVRON MARKING AS PER
AS 2890.6 SECTION 3 (TYP.)

OFFICE/SHOP.
FFL110.200

2.6%5. 44
OADING BAY)

1/1,35x2.5

24x54
CARPARI

(0 BE INSTALLED
PER DETAIL ON THIS

BIKE RACK
‘ARCHITECTS PLANS FOR
DETAILS

 

 

 

 

2
RP43490

CITY COUNCIL APPROVAL NUMBER:

Zz

FILE NAME
14-37024B,

SCALE BAR

° 2 4 6m
| san)

‘SCALE 1:100@ A1

LAND SIZE.
O.1012HA,

MOTOR CYCLE SPACES

PATHOLOGY

2
‘RP 170689

CLIENT:

QUEENSLAND PROPERTY
DEVELOPMENTS

dk
REFER
CTS PLANS FOR

PROJECT TITLE,

PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD

STREET, COOROY

DRAWING TITLE:

SIGNS & LINEMARKING PLAN

LINEMARKING LEGEND
PAVEMENT MARKING

 

LENGTHim) GAPim) WIDTH(mm)

VARIES
REFER PLAN = mo

CHEVRON MARKING AS PER
AS 2890.6 SECTION 3

 

 

 

 

 

LEGEND

SIGNS LEGEND

o— (i) NEW
17

 

SIGN

 

 

 

EMERALD

DESIGN: DATE: | DESIGN CHECK:
DR CMT
DRAWN. DATE: | DG CHECK:
DR cP
‘AUTHORISED FOR ISSUE

DATE:
DATE:

ORIG. SIZE

Al

CHING MENG TAN
PROJECT NUMBER SHEET

€23-035

RPEQNo! 1311

C701

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

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