Civil Plans 250407_250119-OPW-C-A-Signed · OPW25/0059

Page 2

 

EXISTING LEGEND
— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR 1.00m INTERVALS.
MINOR CONTOUR 0.20m INTERVALS
SEWER MAIN DN150
WATER MAIN DN100
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE
SURFACE LEVEL
TO BE REMOVED

 

 

 

     
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

FOOTPATH
WATER RETICULATION DN100 AC
ASSET ID 2038623
SEWER RETICULATION DN150 PVC-U
ASSET ID 2533744
US IL 32.69 J
DS IL 32.23 SEWER MANHOLE ~ — CONCRETE DRIVEWAY
ASSET ID 2665854 Y AND CROSSOVER
SL 33.78 ¢ ‘ TO BE REMOVED
IL 32.20
SEWER RETICULATION DN150 PVC-U +A
ASSET ID 2533743
US IL 32.20
DS IL 28.79
APPROVED DRAWN XC CLIENT PROJECT DRAWING svat
US FOR APPROVAL
CHARLES COOK KERRY BONE RESIDENTIAL WORKS EXISTING SITE
RPEQ NO: 8480 DESIGN XC Y .
APPROVED DATE CH | N F | N | Y PLAN / \ om 25 PROJECT NO. DRAWING NO. REV NO.
07.04.25, CHECK CC CONSULTING ENGINEERS 5 PARK CRESENT _———S
ISSUED FOR APPROVAL 25.03.25 | cc SIGNED Charles COOK | nme onansewe CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES SUNSHINE BEACH, QLD 250119 OPW-C-00100 A
DESCRIPTION SATE —TABRE 07.04.2025 nyo comin ABN 72 677371 892 Heer sie at

 

 

 

 

 

 

Page 3

 

EXISTING LEGEND

— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR 1.00m INTERVALS.
MINOR CONTOUR 0.20m INTERVALS
SEWER MAIN DN150
WATER MAIN DN100
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE
SURFACE LEVEL

PROPOSED LEGEND

 

EARTHWORKS QUANTITIES

EARTHWORKS CUT: 243m
EARTHWORKS FILL: 6m?
BALANCE: 237m*

   
   
   

FFL 35.18

NOTES:

1, ALL VOLUMES INDICATED ARE SOLID VOLUMES.

2. EARTHWORKS QUANTITIES BASED ON COMPARISON
BETWEEN DESIGN SURFACE AND SURVEY SURFACE.

 

 

 

FFL 35.18

EARTHWORKS NOTES:

1. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED IN
ACCORDANCE WITH AS 3798 AND CURRENT LOCAL AUTHORITY.

2. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
INSTALLED AND FULLY OPERATIONAL BEFORE
COMMENCING UP-SLOPE EARTHWORKS,

3. _ PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL
STRUCTURES, DEBRIS AND FENCES FROM THE SITE.

4. FILL SHALL BE SOUND MATERIAL APPROVED BY THE ENGINEER,

FREE OF ANY ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT
FORM A STABLE FILL (AN

5, _ FILL TO BE PLACED IN MAXIMUM 150mm LIFTS, UNLESS APPROVED io)
OTHERWISE AND COMPACTED TO SPECIFICATION

6. COMPACTION TEST RESULTS TO BE SUBMITTED TO ENGINEER FOR
APPROVAL PRIOR TO PLACEMENT OF EACH LAYER

7 LEVEL 1 CERTIFICATION IS REQUIRED IN ACCORDANCE WITH AS 3798

8 ALL STRUCTURES ARE TO BE CONSIDERED WITH THE STRUCTURAL
LOADING FROM EARTHWORKS.

9. ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL
BE REHABILITATED TO PRE-CONSTRUCTION CONDITIONS, AT THE
CONTRACTORS EXPENSE.

10. THE FINISHED SURFACE SHALL BE FREE DRAINING AT MINIMUM 1:100
UNLESS OTHERWISE STATED ON PLANS.

11, ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE MINIMUM DRY
DENSITY RATIO (M.D.D.R) OF 100% STD.

12 MINIMUM RELATIVE COMPACTION:

* BUILDING PLATFORM (98% STD AS1289.S.1.1
* ROAD SUBGRADE (100% STD AS1289.S.1.1)
13, ALL LEVELS TO BE CROSS REFERENCED WITH ARCHITECTURAL

  
    

GARAGE
FFL 34.33

 

 

 

 

   

 

 

 

 

 

 

 

 

    

 

 

 

DRAWINGS.
_
a
APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL

CHARLES COOK KERRY BONE RESIDENTIAL WORKS EARTHWORKS SITE

RPEQ NO: 8480 DESIGN XC oe

APPROVED DATE CHECK CC PLAN / \ om 25 PROJECT NO. DRAWING NO. [REV NO.

07.04.25, CONSULTING ENGINEERS 5 PARK CRESENT _———S

SUNSHINE BEACH, QLD C4
ISSUED FOR APPROVAL 25.03.25 cc SIGNED Charles Cook IPYRIG«T © AL rg reoerved. wg CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES 250119 OPW-C-00200 A
DESCRIPTION SATE —TABRE 07.04.2025 voriiyc. com. | ABN 72 677 874 S32 Heer sie at

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

GARAGE
FFL 34.33

 
  
  

 

 

_ _ - &

      

 

           

= — ‘a
a \
1.50 _10.50|_ 0.81_ ja, \
ie — ASSUMED 25mm CHAMFER
TO GARAGE
B85 CLEARANCE
SECTION O
SCALE 1:50
>
a
lo
i — EXISTING
I SURFACE POOL TERRACE DESIGN

, FFL 35.18 SURFACE B
rt ico

Io

oF

 

 

 

 

 

 

SECTION (8) c=— 1008 STORMWATER PIPE
SCALE 1:50
>
ia
& x00 EXISTING
oc ‘a
TERRACE | SURFACE
| b
<
= t ia
a
GARAGE ENTRY =
FFL 34.33 FFL 34.33,
LANDSCAPE WALL —————
BY OTHERS |
FFL 35.18 DESIGN

SURFACE
o=— 1008 STORMWATER PIPE

SECTION CO
SCALE 1:50

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL

RPe NG. Sook DESIGN XC KERRY BONE RESIDENTIAL WORKS EARTHWORKS SITE

APPROVED DATE [enecK Gc CH IN | NI Y SECTIONS om 1.25 25 | PROJECTNO.  DRAWINGNO. |REVNO.

07.04.25, CONSULTING ENGINEERS 5 PARK CRESENT |

SUNSHINE BEACH, QLD C4

A |ISSUED FOR APPROVAL 25.03.25 cc SIGNED Charles Cook IPYRIG«T © AL rg reoerved. wg CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES 250119 OPW-C-00210 A
REV DESCRIPTION SATE —TABRE 07.04.2025 Semin com. [ABN T2677 14 S32 Heer sie at

 

 

Page 5

 

EXISTING LEGEND

— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR 1.00m INTERVALS.
MINOR CONTOUR 0.20m INTERVALS
SEWER MAIN DN150
WATER MAIN DN100
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE
SURFACE LEVEL

PROPOSED LEGEND

[J AREA OF CLEARING/TOPSOIL REMOVAL
Oo INLET PROTECTION

—— = _ FLOWDIRECTION
———= SF === SEDIMENT FENCE

 

NOTE:
ALL DISTURBED AREAS IN THE VERGE TO BE TOP SOILED
AND TURFED ON COMPLETION.

 

 

 

EARTH DISTURBANCE NOTES:

1. DRAINAGE CONTROL MEASURES MUST BE IMPLEMENT AND MAINTAINED TO
MINIMISE WATER FLOW INTO AREAS OF EXPOSED EARTH

2. SEDIMENT AND EROSION CONTROL MEASURES MUST BE IMPLEMENTED
AND MAINTAIN TO PREVENT SOIL LOSS FROM EARTH DISTURBANCE AREAS
AND PREVENT DEPOSITION BEYOND EARTH DISTURBANCES AREAS.

3 NO RELEASE OF CONTAINMENTS TO LAND BEYOND ON-SITE AREA OF EARTH
DISTURBANCE OTHER THAN RELEASES THAT ACHIEVE WATER POLLUTANT
CONCENTRATION RELEASE LIMITS OF:

a) 50mg/L TSS (Total Suspended Solids);

b) TURBIDITY UNITS (NTU) VALUE LESS THAN 10% ABOVE BACKGROUND, 75
NTU, OR AS AGREED IN WRITING BY AN OFFICER FROM COUNCIL EROSION
AND SEDIMENT CONTROL (ESC), TEAM IN COMPLIANCE OR REGULATORY
SERVICES;

c) PH BETWEEN 6.5 AND 85 AT ALL TIMES.

4. MAINTAIN A WRITTEN RECORD TO DEMONSTRATE THAT WATER
DISCHARGES FROM THE SITE, INCLUDING ANY DEWATERING OPERATIONS,
MEET THE RELEASE LIMITS AS DETAILED IN (c) FOR WATER DISCHARGES
FROM SITE THAT OCCUR DURING OR IMMEDIATELY AFTER A RAINFALL
EVENT, AND DURING NORMAL BUSINESS HOURS. THE WATER QUALITY OF
THE DISCHARGE FLOWS MUST BE MEASURED AT EACH DISCHARGE POINT
FROM THE SITE, INCLUDING BUT NOT LIMITED TO SEDIMENT BASIN
OUTLETS, OTHER APPLICABLE SEDIMENT CONTROL DEVICES, THE SITE
WATER DRAINAGE SYSTEM, AND RECORDED AGAINST THE RELEASE LIMITS
AT LEAST ONCE EACH CALENDAR DAY UNTIL SUCH DISCHARGES STOPS.

  
     
 

TEMPORARY CONSTRUCTION
ENTRY/EXIT SEDIMENT TRAP
REFER TO STD DRG IPWEA DS-140 —_

a
> \> TEMPORARY CONSTRUCTION FENCING TO

we BE INSTALLED WITH LOCKABLE GATE TO.
">~~.__ BOUNDARY AS REQUIRED TO SECURE SITE

aK

 

DEMONSTRATING AN APPROACH TO EROSION & SEDIMENTATION CONTROL
FOR THE SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AN
EROSION & SEDIMENT CONTROL DESIGN AND A COMPLETED DESIGN

THE EROSION & SEDIMENT CONTROL PLAN IS A CONCEPT PLAN / EK

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

    

 

 

 

CERTIFICATE PRIOR TO COMMENCEMENT OF WORK. CERTIFICATION MUST BE PROVIDE SAND BAGS IN KERB AND ‘
UNDERTAKEN BY A SUITABLY QUALIFIED, EXPERIENCED PROFESSIONAL. CHANNEL DOWNSLOPE OF CROSSOVER
APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL
CHARLES COOK KERRY BONE RESIDENTIAL WORKS EROSION & SEDIMENT
RPEQ NO: 8480 DESIGN XC oe
APPROVED DATE [cuecK co CONTROL PLAN / \ om 25 PROJECT NO. DRAWING NO. REV NO.
07.04.25 CONSULTING ENGINEERS 5 PARK CRESENT _—
SUNSHINE BEACH, QLD C-
ISSUED FOR APPROVAL 25.03.25 | cc [SIGNED Charles COOK | conaccmanmse CML |PROIECT MANAGEMENT| TECHNICA. SERVICES 250119 OPW-C-00220 A
DESCRIPTION DATE —TAPPR 07.04.2025 voriiyc. com. | ABN 72 677 874 S32 sucer se at

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 6

 

GENERAL
TO BE READ IN CONJUNCTION WITH 'SEDIMENT CONTROL DEVICES', REFER STD DRG IPWEA DS-040 &
DS-041
2. TEMPORARY DRAINAGE CONTROL FLOW SHOULD BE DIVERTED AROUND THE WORK SITE WHERE
POSSIBLE.
3. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE
COMMENCING UP-SLOPE EARTHWORKS.
4. CONTROL MEASURES TO BE INSPECTED AT LEAST WEEKLY AND AFTER SIGNIFICANT RUNOFF
PRODUCING STORMS.
5. _ INAREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER ome
MULCHED, COVERED WITH EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTIP OF K&C. =
TO BE DELAYED FOR MORE THAN I4 DAYS. UP-SLOPE RUNOFF
6. CONTROL MEASURES MAY BE REMOVED WHEN ON-SITE EROSION IS CONTROLLED AND 70% oS SROPRINTE
PERMANENT SOIL COVERAGE IS OBTAINED OVER ALL UPSTREAM DISTURBED LAND. SEDIMENT TRAP
7. STRAW BALE SEDIMENT TRAPS ARE TO BE SECONDARY OPTION WHICH GENERALLY SHOULD NOT BE GEOTEXTILE FILTER CLOTH (MANDATORY
USED IF OTHER OPTIONS ARE AVAILABLE. WHEN WORKING ON CLAYEY SOILS)
ALL CAPTURED RUNOFF MUST BE TREATED TO <75NTU PRIOR TO DISCHARGE.
SITE TO BE PROGRESSIVELY STABILISED, AIMING FOR 60% STABILISATION WITHIN 20 DAYS FROM START
OF WORKS AND 70% OR GREATER WITHIN 2 MONTHS
10. ALL INLET PITS TO BE PROTECTED IMMEDIATELY
11. EROSION AND SEDIMENT CONTROL MEASURES TO BE PROGRESSIVELY REMOVED AS SITE
STABILISATION IS ACHIEVED.
SEDIMENT CONTROL
1. ALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL
EROSION CONTROL ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS. THE BASIC
PRINCIPLES ARE TO:
- MINIMISE THE AREA OF DISTURBANCE;
- CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
- MINIMISE EROSION;
- MINIMISE SEDIMENTATION;
PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE
2. SEDIMENT & EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED

40-75mm CRUSHED ROCK 1

150-P0omm

 

8.
9.

FILTER SOCKTO
OVERLAP OVER KERB

   

 

 

   
 
  

meoeene SA we To

TRAFFIC"

(a) ROCK ENTRY/EXIT PAD FOR BUILDING SITES

BACK OF K&C

 

 

NECESSARY THROUGHOUT CONSTRUCTION
3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL
ORDER AND REPLACE ALL BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF ro
MAINTENANCE OF WORKS. i}
4, CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE M
SUPERINTENDENT. SHALL BE COMPLETED AND EFFECTIVE PRIOR TO
a STRIPPING OF TOPSOIL AND GRASS.
b. BULK EARTHWORKS TO THE SITE
c. SERVICES INSTALLATION CONSTRUCTION NOTES
d. _ PAVEMENT CONSTRUCTION. FILTERS ROLLS ARE TO BE:
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN 1. ASINGLE LAYER ROLL OF GEOFABRIC.

“— SPILLWAY

GULLY PIT INLET PROTECTION

SCALE 1:50

WRITING FROM THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.

6. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT/EROSION CONTROL DEVICES SHALL BE 2. SEALED ar sore epee (14-20mm) AND
MAINTAINED AT A SUITABLE LEVEL/CONDITION THROUGHOUT CONSTRUCTION TO THE SATISFACTION 3. WRAPPED IN WIRE MESH TO PROVIDE STRENGTH
OF THE SUPERINTENDENT. SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN CAPACITY IS REDUCED AGAINST BURSTING
BY 30%. 4. MINIMUM OF 200mm dia.

7. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION
WITH THE APPROVED DRAWINGS.

8. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL |S TO BE OBTAINED FROM THE
SUPERINTENDENT FOR THE LOCATION OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE
TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

9. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN

SERVICE, CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE

AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH

AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT.

SEDIMENT TRAP TO BE FLOCCULATED AND DE-SILTED AS NECESSARY.

WATER QUALITY TESTING / MONITORING TO BE UNDERTAKEN BY CONTRACTOR.

SEDIMENT FENCE
NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.

2 NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM CATCHMENT AREA 0.6Ha PER 100m
LENGTH OF FENCE

3. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY BE USED ON SMALL WORK SITES, I.E.
OPERATIONAL PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS.
NOT EXPECTED.

4. WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR THE LAYOUT SHALL CONFORM TO
‘TYPICAL LAYOUT’ ACROSS GRADE.

5. 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.

TEMPORARY CONSTRUCTION ENTRY / EXIT

1 ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY FROM ENTRY/EXIT.

2. WHEEL-WASH OR SPRAY UNIT MAY BE REQUIRED DURING WET WEATHER.

STANDARD SPECIFICATIONS

DRAWING TO BE READ IN CONJUNCTION WITH INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA)

AUSTRALASIA BEST PRACTICES STANDARD DRAWINGS & SPECIFICATIONS. IECA STANDARD DRAWINGS.

GENERALLY AS LISTED BELOW BUT NOT LIMITED TO:

EXIT-01 - CONSTRUCTION EXIT - ROCK PAD
EXIT-02 - CONSTRUCTION EXIT - ROCK PAD
EXIT-03 - ROCK PADS FOR BUILDING SITES
CD-01 - CATCH DRAINS

CD-02 - CATCH DRAINS - EARTH LINED
RCD-01 - CHECK DAMS:

FF-01 - FILTER FENCE

SF-01 - SEDIMENT FENCE

SF-02 - SEDIMENT FENCE

ESC-02 - GRATED STORMWATER (FIELD) INLET SEDIMENT TRAP.
ESC-03 - KERB INLET SEDIMENT TRAPS
R-01 - RENEGOTIATION - GENERAL

MAINTENANCE NOTES
FILTER ROLLS REQUIRE

1, REGULAR INSPECTION TO ENSURE QUALITY.

2. REMOVAL OF SILT DEPOSITS WHEN NECESSARY.
UNTIL OFF MAINTENANCE.

 

THE EROSION & SEDIMENT CONTROL PLAN IS A CONCEPT PLAN DEMONSTRATING
AN APPROACH TO EROSION & SEDIMENTATION CONTROL FOR THE SITE. IT IS THE
CONTRACTORS RESPONSIBILITY TO PROVIDE AN EROSION & SEDIMENT CONTROL
DESIGN AND A COMPLETED DESIGN CERTIFICATE PRIOR TO COMMENCEMENT OF
WORK. CERTIFICATION MUST BE UNDERTAKEN BY A SUITABLY QUALIFIED,
EXPERIENCED PROFESSIONAL NOT DIRECTLY EMPLOYED BY THE PRINCIPAL.

 

 

 

LIP OF K&C

 

 

 

 

 

 

im (MIN) rm (MIN)
FLOW CONTROL BERM INCORPORATED INTO THE oN
ROCK PAD IF THE PAD RECEIVES RUNOFF FROM | | |
THE BUILDING SITE (LOCATION MAY VARY) — BUILDING
SITE
BUILDING. LAND LAND,
SE = SLOPE z SLOPE
= =} fH
= | = [
& &| . SEDIMENT FENCE
. | \ ely \ Z
) MAKE SAFE FOR FOOTPATH | MAKE SAFE FOR
: FOOTPATH PEDESTRIAN TRAFFIC : PEDESTRIAN TRAFFIC
|
ROADWAY ROADWAY

(b) ROCK PAD SLOPING AWAY FROM ROAD
(c) ROCK PAD SLOPING TOWARD THE ROAD

ROCK PADS FOR BUILDING SITES

NTS

CONSTRUCTION NOTES

MATERIALS

ROCK: WELL GRADED, HARD, ANGULAR, EROSION RESISTANT ROCK, NOMINAL DIAMETER OF 40 TO 75mm.
FOOTPATH STABILISING AGGREGATE: 25 TO 50mm GRAVEL OR AGGREGATE (iF REQUIRED).

GEOTEXTILE FABRIC: HEAVY-DUTY, NEEDLE-PUNCHED, NON-WOVEN FILTER CLOTH (‘BIDIM’ A24 OR EQUIVALENT).
INSTALLATION

1 INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED PERIODS
OF RAINFALL, AFTER RUNOFF-PRODUCING RAINFALL, OR OTHERWISE AT FORTNIGHTLY INTERVALS.

2. IF SAND, SOIL, SEDIMENT OR MUD IS TRACKED OR WASHED ONTO THE ADJACENT SEALED ROADWAY,
THEN SUCH MUST BE PHYSICALLY REMOVED, FIRST USING A SQUARE-EDGED SHOVEL, AND THEN A

 

 

NOTE:
INLET OF GULLY PIT NOT
TO BE OBSTRUCTED.

STIFF-BRISTLED BROOM, AND THEN BY A MECHANICAL VACUUM UNIT, IF AVAILABLE.
3 IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL ONLY BE WASHED CLEAN AFTER ALL
REASONABLE EFFORTS HAVE BEEN TAKEN TO SHOVEL AND SWEEP THE MATERIAL FROM THE ROADWAY.

 

 

FABRIC BURIED 200mm —

4. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH MATERIAL AND THE ~=EFFECTIVENESS OF
THE ROCK PAD IS REDUCED TO A POINT WHERE SEDIMENT IS BEING TRACKED OFF THE SITE, ANEW 100mm
LAYER OF ROCK MUST BE ADDED AND/OR THE ROCK PAD MUST BE EXTENDED.

5. _ ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES (e.g. FLOW CONTROL BERM) ARE MAINTAINED
IN ACCORDANCE WITH THEIR DESIRED OPERATIONAL CONDITION

6 DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL NOT CREATE AN EROSION OR POLLUTION
HAZARD

'RETURNS' PLACED AT 20m SPACING (MAX.) IF
FENCE IS LOCATED ALONG THE CONTOUR,
OTHERWISE 5 TO 10m DEPENDING ON SLOPE _,

‘3m (MAX.) WITH WIRE BACKING
OTHERWISE 2m (MAX.)

      
 
 
  

1.5m (MIN)
DIRECTION OF FLOW sa

 

— ALL SUPPORT POSTS PLACED
DOWN-SLOPE OF FABRIC

‘— SEDIMENT FENCE FABRIC, NOT
FILTER CLOTH OR SHADE CLOTH

INSTALLATION OF SEDIMENT FENCE

NTS

SEDIMENT FENCE CONSTRUCTION NOTES

1. SEDIMENT FENCE TO BE INSTALLED ALONG A LINE OF CONSTANT GROUND
ELEVATION WHEREVER PRACTICAL.

2. BOTH ENDS OF THE SEDIMENT FENCE TO EXTEND UP THE SLOPE AT LEAST 1m.

3. SUPPORT POST TO BE SPACED MAXIMUM 2m UNLESS THE FENCE IS SUPPORTED
BY ATOP WIRE OR WORE MESH BACKING, IN WHICH CASE 3m MAXIMUM SPACING.

4, FENCE 'RETURN' SHALL BE INSTALLED AT MAXIMUM 20m SPACING IF FENCE IS
INSTALLED ALONG THE CONTOURS, OTHERWISE 5 TO 10m MAXIMUM SPACING.

5. MINIMUM 4 STAPLES OR TIE WIRES PER STAKE.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL

CHARLES COOK KERRY BONE RESIDENTIAL WORKS EROSION & SEDIMENT

RPEQ NO: 8480 DESIGN XC

APPROVED DATE [cuecK co CONTROL DETAILS PROJECT NO. DRAWING NO. REV NO.

07.04.25 CONSULTING ENGINEERS 5 PARK CRESENT

SUNSHINE BEACH, QLD C4

A_|ISSUED FOR APPROVAL 25.03.25 | cc [SIGNED Charles COOK | conaccmanmse CML |PROIECT MANAGEMENT| TECHNICA. SERVICES 250119 OPW-C-00225 A
REV DESCRIPTION SATE —TABRE 07.04.2025 Semin com. [ABN T2677 14 S32 Heer sie at

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

 

EXISTING LEGEND

— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR 1.00m INTERVALS.
MINOR CONTOUR 0.20m INTERVALS
SEWER MAIN DN150
WATER MAIN DN100
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE

PROPOSED LEGEND
[Jooncre te priveway

[ Jooncrere pati

[J INTERNAL HARDSTAND AND FINISHES BY OTHERS
[A Jowettine

[EEE ]anpscare

* KERB ADAPTER
a Bs STORMWATER

GENERAL NOTES:

1 DRAWINGS TO BE READ IN CONJUNCTION WITH LOCAL AUTHORITY
SPECIFICATIONS.

2. CHECK ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK, DIMENSIONS IN

METRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM DRAWINGS.

CHECK SITE BOUNDARY DIMENSIONS FROM THE TITLE PLANS.

4. EXISTING SERVICES AND STRUCTURES HAVE BEEN PLOTTED FROM SUPPLIED
DATA. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE LOCATION AND
LEVEL OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF ANY WORK.

5. AT COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE REINSTATED
TO DESIGN DRAWINGS OR EXISTING SURFACE.

6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO.
INFRASTRUCTURE. REPAIRS OR REINSTATEMENT TO BE CARRIED OUT TO THE
SATISFACTION OF SUPERINTENDENT.

7 UNLESS WRITTEN APPROVAL FROM THE SUPERINTENDENT OR APPROVING
AUTHORITY MATERIALS SPECIFIED ARE TO BE USED.

8. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL
WORKPLACE HEALTH AND SAFETY
REQUIREMENTS.

9. THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL
MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES,
AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.

o

SAFETY/SAFETY IN DESIGN

1 THERE ARE INHERENT RISKS WITH CONSTRUCTING, MAINTAINING, OPERATING,
DEMOLISHING AND DISPOSING. WE NOTE THIS DESIGN IS TYPICAL OF SIMILAR
DESIGNS. AS FAR AS IS REASONABLY PRACTICABLE, RISKS HAVE BEEN
ELIMINATED OR MINIMISED THROUGH THE DESIGN PROCESS. HAZARD CONTROLS
MUST STILL BE IMPLEMENTED BY THE CONTRACTOR, OWNER OR OPERATOR TO
ENSURE THE SAFETY OF WORKERS. WE DID NOT IDENTIFY ANY UNIQUE RISKS
ASSOCIATED WITH THE DESIGN

2. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL
RELEVANT LEGISLATION

2
N,
t

MATCH NEATLY TO
EXISTING FOOTPATH

 

REPLACE KERB AND CHANNEL TYPE
M1 MATCHING NEATLY TO EXISTING
IPWEA STD DRG RS-080
MATCH NEATLY TO
EXISTING PAVEMENT

3.00 WIDE CROSSOVER. DRIVEWAY
AND CROSSOVER IN ACCORDANCE
WITH IPWEA STD DRG RS-049

 

  

FFL 35.18

   

FFL 35.18

    

  
 

GARAGE
FFL 34.33

  
  
 

INSTALL CONCRETE
FOOTPATH IN ACCORDANCE
WITH IPWEA STD DRG RS-065,

— 300x300 GRATED
INLET PIT
SL 34.60
IL 34.15.

— 1008 UPVC

STORMWATER PIPE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2x KERB
ADAPTERS
APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL
CHARLES COOK KERRY BONE RESIDENTIAL WORKS DEVELOPMENT
RPEQ NO: 8480 DESIGN XC
APPROVED DATE CHECK CC SITE PLAN om 25 PROJECT NO. DRAWING NO. [REV NO.
07.04.25 CONSULTING ENGINEERS 5 PARK CRESENT _———S
SUNSHINE BEACH, QLD C-
A |ISSUED FOR APPROVAL 25.03.25 cc SIGNED Charles Cook IPYRIG«T © AL rg reoerved. wg CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES 250119 OPW-C-00300 A
REVI DESCRIPTION DATE —TAPPR 07.04.2025 voriiyc. com. | ABN 72 677 874 S32 Heer sie at

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 8

 

 

EXISTING LEGEND
— SUBJECT PROPERTY BOUNDARY

 

KERB AND CHANNEL,

PROPOSED LEGEND
[ Jeoncrere oriveway
| CONCRETE PATH

SAWN JOINT (SJ)
—— 0) — 0) ——DOWEL JOINT (DJ & KJ)
ly) — W ——ISOLATION JOINT (\J)
XFS 33.380 SURFACE LEVEL

 

su — SJ

 

 

SAWCUT 6mm WIDE x 1/3 DEEP
WITHIN 4-12HRS OF POUR

MESH AND COVER 75mm TYP.
AS SPECIFIED

 

 

 

 

 

  

 

 

 

 

/ ‘~ INDUCED CRACK |

200um MOISTURE BARRIER
IF REQUIRED, LAPPED 200um

CUT OUT EVERY SECOND:
WIRE DIRECTLY UNDER JOINT
AND DEPRESS MESH LOCALLY

SAWN JOINT (SJ)

 

 

 

 

 

 

 

 

 

 

 

 

APPROVED JOINT SEALANT ~~
10mm WIDE x 12mm DEEP

10mm "ABELFLEX" —

 

 

 

REINFORCED CONCRETE
PAVEMENT AS SPECIFIED

 

 

 

SUBBASE OR BEDDING
LAYER AS SPECIFIED

 

 

200um MOISTURE BARRIER
IF REQUIRED, LAPPED 200um

ISOLATION JOINT (IJ)

 

 

 

 

 

 

 

 

 

 

 

 

   

GARAGE
FFL 34.33

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:10 SCALE 1:10
PROPRIETARY JOINT SEAL.
CAP OR APPROVED SEALANT  \
REFER KEY JOINT DETAIL \ 75mm TYP.IESH AND COVER
FOR ALTERNATIVE CONFIGURATION AS SPECIFIED .
[ REINFORCED CONCRETE
PAVEMENT AS SPECIFIED
SUBBASE OR BEDDING
LAYER AS SPECIFIED
} XL GREASED DOWEL
DANLEY DIAMOND DOWEL 4 WITH EXPANSION CAP
GALVANISED. PLAGE CENTRALLY 200um MO'STURE BARRIER
IF REQUIRED, LAPPED 200um
DOWEL JOINT (DJ)
SCALE 1:10
BR.
Wo,
ESC
i ONGRETEDETALS Ta
PAVEMENT CONCRETE REINFORCEMENT MESH COVER DOWEL BAR
THICKNESS STRENGTH MESH DIA (mm) | MIN LENGTH (mm) | MAX SPACING (mm)
125mm (DRIVEWAY) 32MPa, SL72 50mm TOP, 50mm SIDE 16 400 450
APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL
CHARLES COOK KERRY BONE RESIDENTIAL WORKS CONCRETE JOINTING
RPEQ NO: 8480 DESIGN XC om 0.25 08
APPROVED DATE CHECK CC PLAN & DETAILS —_ PROJECT NO. DRAWING NO. [REV NO.
07.04.25 CONSULTING ENGINEERS 5 PARK CRESENT om 25 5
SUNSHINE BEACH, QLD | C-
A_[ISSUED FOR APPROVAL 25.03.28 | cc [SIGNED Charles COOK | conaccmanmse CML |PROIECT MANAGEMENT| TECHNICA. SERVICES am 250119 OPW-C-00370 A
REV DESCRIPTION SATE —TABRE 2 07.04.2025 | me pmmiinyo.com a ABN 72677371 S92 veer size at