Attach 1 [CNR-RT] Car Park Upgrade

(1)

MNP23

Project No.

ACAD FILE No: G:\_AAA DESIGN PROJECTS\MNP\MNP23_Kennedy Drive Boat Ramp Carpark Upgrade\Drawings\B_CONSTRUCTION DRAWINGS\MNP23_ISSUE_FOR_CONSTRUCTION.dwg

ISSUED FOR CONSTRUCTION DATE ...

INDEX & LOCALITY SKETCH MNP23-01

DESCRIPTION

INDEX

DWG ISSUE

1

NO.

APPROVALS

DESIGN MANAGER DATE: ...

... ...

DATE: ...

PROJECT CLIENT ON BEHALF OF COUNCIL

LEGEND

ISSUE A, B, C, etc. = PRELIMINARY APPROVALS / TENDER DRAWINGS (NOT FOR CONSTRUCTION) ISSUE 1, 2, 3, etc. = CONSTRUCTION ISSUE DRAWINGS

BOAT RAMP & CAR PARK UPGRADE KENNEDY DRIVE, TWEED HEADS

PROPOSED WORKS

GANGER'S NAME GANGER'S SIGNATURE DATE THE WORK WAS PERFORMED IN ACCORDANCE WITH THE DESIGN DRAWINGS.

THE WORK PERFORMED HAS CHANGED FROM THE DESIGN DRAWINGS.

REFER TO THE RED LINE CHANGES NOTED ON THE DRAWING SET.

SUPERVISOR'S NAME SUPERVISOR'S SIGNATURE DATE

LOCALITY SKETCH Job No. A4215

NOTES

EXISTING SERVICES AND DEMOLITION PLAN EXTENT OF WORKS PLAN

EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES

MNP23-02 MNP23-03 MNP23-04 MNP23-05 MNP23-07 STORMWATER LONGITUDINAL SECTION & TYPICAL SECTION

MNP23-08

SITE OF WORKS

KENNEDY DRIVE NORMAN STREET

MARGARET STREET

MNP23-06 LINEMARKING PLAN

13.09.17 17.10.17

18.10.17

1 1 1 1 1 1 1

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ISSUE AMENDMENT DETAILS DRAWNCHECK DATE # USE FIGURED DIMENSIONS ONLY. DO NOT SCALE.

1 ISSUE FOR CONSTRUCTION

CONSTRUCTION

FOR CONSTRUCTION

VERTICAL DATUM HORIZONTAL DATUM

CHECKED DRAWN DESIGNED MURWILLUMBAH NSW 2484.

TUMBULGUM ROAD, COUNCIL OFFICES

www.tweed.nsw.gov.au WEBSITE

PHONE 02 66702400 FAX 02 66727513

DESIGN UNIT

COORDS ADOPTED EASTING NORTHING AHD R.L.

MGA

DESIGN ENGINEER DATE

PLAN TITLE:

PROJECT:

11.10.17

DRAWING NUMBER ISSUE

1

PROJECT NUMBER:

½

·

N.O. J.M.M. 18.10.17

19.07.17 N.O

PM41250 552145.608 6882057.637 1.864

KENNEDY DRIVE BOAT RAMP

CAR PARK UPGRADE MNP23

MNP23-02

19.07.17 N.O

19.07.17 J.M.M.

NOTES

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N.O. J.M.M.

ACAD FILE No: G:\_AAA DESIGN PROJECTS\MNP\MNP23_Kennedy Drive Boat Ramp Carpark Upgrade\Drawings\B_CONSTRUCTION DRAWINGS\MNP23_ISSUE_FOR_CONSTRUCTION.dwg SCALE: A1 SHEET 1:125, A3 SHEET 1:250

5 m

0 2.5 7.5 10 12.5

CONSTRUCTION

FOR CONSTRUCTION

PHONE 02 66702400 FAX 02 66727513

DESIGN UNIT

COORDS ADOPTED EASTING NORTHING

R.L.

AHD MGA 19.07.17 N.O

PLAN TITLE:

PROJECT:

PM41250 552145.608 6882057.637 1.864

11.10.17

KENNEDY DRIVE BOAT RAMP CAR PARK UPGRADE

EXISTING SERVICES AND DEMOLITION PLAN

MNP23

MNP23-03

PROJECT NUMBER:

x2 EXISTING BOLLARDS TO BE REMOVED AND RETAINED FOR REUSE

WATER TAP TO BE DISABLED. HANDLE TO BE CHANGED TO COUNCIL ACCESS

EXISTING BOLLARDS TO BE REMOVED AND REINSTALLED AT COMPLETION OF WORKS

EXISTING SIGNS TO REMAIN

EXISTING SURFACE TO BE EXCAVATED AND REMOVED

19.07.17 N.O

19.07.17 J.M.M.

TELECOMMUNICATIONS

!

UNDERGROUND

!

ELECTRICITY

UNDERGROUND

!

WATER MAIN

CONSTRUCTION

FOR CONSTRUCTION

18.10.17

1

(4)

A5

SCALE: A1 SHEET 1:125, A3 SHEET 1:250

5 m

0 2.5 7.5 10 12.5

CONSTRUCTION

FOR CONSTRUCTION

PHONE 02 66702400 FAX 02 66727513

DESIGN UNIT

R.L.

AHD MGA

PLAN TITLE:

PROJECT:

11.10.17

DRAWING NUMBER ISSUE PROJECT NUMBER:

LEGEND

EXISTING KERB

EXISTING EDGE OF BITUMEN EXISTING STORM WATER EXISTING SEWER MAIN EXISTING POWER POLE EXISTING U/G ELECTRICITY EXISTING TELECOMMUNICATIONS EXISTING FENCE

EXISTING LINEMARKING PROPOSED KERB

PROPOSED EDGE OF BITUMEN PROPOSED BOLLARD PROPOSED LINEMARKING EXISTING SURFACE TO REMAIN

NEW PAVEMENT TYPE 1 AREA 370m²

NEW PAVEMENT TYPE 2 AREA 313+137m²

WATER TAP TO BE DISABLED. HANDLE TO BE CHANGED TO COUNCIL ACCESS

TRANSITION NEATLY FROM BARRIER KERB AND GUTTER TO DISH DRAIN OVER 2m.

REFER DETAIL ON SHEET 05.

DISH DRAIN TO TSC S.D. 007.

BARRIER KERB TO TSC S.D. 007.

BARRIER KERB AND GUTTER TO TSC S.D. 007.

BARRIER KERBS TO TRANSITION NEATLY OVER 2m FROM BARRIER KERB AND GUTTER TO FINISH AS 635mm WIDE FLAT CONCRETE EDGE AT END OF ASPHALT SECTION. REFER DETAIL ON SHEET 05.

EXISTING SIGNS TO REMAIN

EXISTING STORMWATER PIPE RCP ∅750 NEW PAVEMENT TYPE 2

NEW PAVEMENT TYPE 1

CYCLEWAY CHICANE TO TSC S.D. 404 AND APPROVED LINEMARKING

BOLLARDS

N.O. J.M.M.

19.07.17 N.O

PM41250 552145.608 6882057.637 1.864

KENNEDY DRIVE BOAT RAMP CAR PARK UPGRADE

EXTENT OF WORKS PLAN

MNP23

MNP23-04

19.07.17 N.O

19.07.17 J.M.M.

CONSTRUCT GRATED INLET PIT TO CONNECT EXISTING SW PIPE.

REFER LONG SECTION ON SHEET 05. TO TSC S.D. 106.

TELECOMMUNICATIONS

!

UNDERGROUND

!

ELECTRICITY

UNDERGROUND

!

WATER MAIN

EXISTING INLET PIT

EXISTING HEADWALL NEW PAVEMENT TYPE 2:

1. EXCAVATE AND BOX OUT TO 100mm GSL 2. PLACE AND COMPACT 100mm BASE UNBOUND

TYPE 2.1 (CBR80) NEW PAVEMENT TYPE 1:

1. EXCAVATE AND BOX OUT TO 235mm BELOW FSL

2. PLACE AND COMPACT 200mm BASE UNBOUND TYPE 2.1 (CBR80) 3. APPLY 10mm PRIMER SEAL

4. APPLY 25mm AC7M SEAL

NEW PAVEMENT TYPE 2

EXISTING SURFACE TO REMAIN

18.10.17

1

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A 4

0.30

NOTES:

VARIES 1. DEPTH OF NEW PAVEMENT TO

EXCEED DEPTH OF ADJACENT EXISTING PAVEMENT BY 50mm (MIN.) 2. SEAL JOINT TYPES: AC TO AC - SAWCUT EXISTING AC WHERE SHOWN OR AS AGREED ON SITE TO PROVIDE A CLEAN JOINT.

SUB - BASE COURSE REFER NOTE 1

EXISTING PAVEMENT BASE COURSE

SAW CUT SEAL OVERLAP PAVEMENT OVERLAP EDGE OF EXISTING

FULL DEPTH PAVEMENT

REFER TO NOTE 2

1.6 1.2 0.8

0.4 2 m

0 0.2

CONSTRUCTION

FOR CONSTRUCTION

PHONE 02 66702400 FAX 02 66727513

DESIGN UNIT

R.L.

AHD MGA

PLAN TITLE:

PROJECT:

11.10.17

BARRIER KERB AND GUTTER AS PER TSC S.D. 007.

635mm WIDE FLAT CONCRETE EDGE.

BARRIER KERB AND GUTTER

TOP OF KERB LIP OF KERB INVERT

TOP OF KERB BACK OF KERB

KERB TRANSITION INVERT

LIP

BARRIER KERB AND GUTTER

TOP OF KERB LIP OF KERB KERB TRANSITION

INVERT

BARRIER KERB AND GUTTER AS PER TSC S.D. 007.

900mm WIDE CONCRETE DISH DRAIN AS PER TSC S.D. 007.

CONCRETE DISH DRAIN LIP

BACK OF DRAIN

LIP OF DRAIN

LIP TOP OF KERB BACK OF KERB

N.O. J.M.M.

19.07.17 N.O

PM41250 552145.608 6882057.637 1.864

MNP23

MNP23-05

19.07.17 N.O

19.07.17 J.M.M.

KENNEDY DRIVE BOAT RAMP CAR PARK UPGRADE

STORMWATER LONGITUDINAL SECTION &

TYPICAL SECTION 3%

GRADE VARIES

(MAINTAIN FALL TO NEW DRAIN)

1. EXCAVATE AND BOX OUT TO 100mm GSL 2. PLACE AND COMPACT 100mm BASE UNBOUND

TYPE 2.1 (CBR80) 1. EXCAVATE AND BOX OUT TO 235mm BELOW FSL

2. PLACE AND COMPACT 200mm BASE UNBOUND TYPE 2.1 (CBR80) 3. APPLY 10mm PRIMER SEAL

4. APPLY 25mm AC7M SEAL

SCALE: A1 SHEET 1:25, A3 SHEET 1:50 2

1 m

0 0.5 1.5 2.5

18.10.17

1

(6)

5 m

0 2.5 7.5 10 12.5

CONSTRUCTION

FOR CONSTRUCTION

PHONE 02 66702400 FAX 02 66727513

DESIGN UNIT

R.L.

AHD MGA

PLAN TITLE:

PROJECT:

11.10.17

LEGEND

PROPOSED LINEMARKING

CYCLEWAY CHICANE TO TSC S.D. 404 AND APPROVED LINEMARKING

N.O. J.M.M.

19.07.17 N.O

PM41250 552145.608 6882057.637 1.864

KENNEDY DRIVE BOAT RAMP CAR PARK UPGRADE

LINEMARKING PLAN

MNP23

MNP23-06

19.07.17 N.O

19.07.17 J.M.M.

TELECOMMUNICATIONS

!

UNDERGROUND

!

ELECTRICITY

UNDERGROUND

!

WATER MAIN

PROPOSED RIGGING BAY

R11.81m NEW CAR SPACES

LINEMARKING

EXISTING LINEMARKING

EXISTING LINEMARKING TO BE REMOVED

18.10.17

1

(7)

N.O. J.M.M.

5 m

0 2.5 7.5 10 12.5

CONSTRUCTION

FOR CONSTRUCTION

PHONE 02 66702400 FAX 02 66727513

DESIGN UNIT

R.L.

AHD MGA 19.07.17 N.O

PLAN TITLE:

PROJECT:

PM41250 552145.608 6882057.637 1.864

KENNEDY DRIVE BOAT RAMP CAR PARK UPGRADE

EROSION AND SEDIMENT CONTROL PLAN

MNP23

MNP23-07

PROJECT NUMBER:

19.07.17 N.O

19.07.17 J.M.M.

HAY BALE PIT SURROUND AS PER TSC S.D. 501

SEDIMENT FENCE AS PER TSC S.D. 501

APPROVAL

ENVIRONMENTAL SCIENTIST ON BEHALF OF COUNCIL

DATE: ...

...

19.07.2017

FILTER SILT SOCK. SEE DETAILS DRAWING 08

18.10.17

1

(8)

N.O. J.M.M.

5 m

0 2.5 7.5 10 12.5

CONSTRUCTION

FOR CONSTRUCTION

PHONE 02 66702400 FAX 02 66727513

DESIGN UNIT

R.L.

AHD MGA 19.07.17 N.O

PLAN TITLE:

PROJECT:

PM41250 552145.608 6882057.637 1.864

KENNEDY DRIVE BOAT RAMP CAR PARK UPGRADE

EROSION AND SEDIMENT CONTROL NOTES

MNP23

MNP23-08

PROJECT NUMBER:

19.07.17 N.O

19.07.17 J.M.M.

APPROVAL

ENVIRONMENTAL SCIENTIST ON BEHALF OF COUNCIL

DATE: ...

...

19.07.2017 Gutter

Kerb Turf

Roadway

1 metre

400 mm min.

Construction Notes

KERBSIDE TURF STRIP SD 6-13

1. Install a 400mm minimum wide roll of turf on the footpath next to the kerb and at the same level as the top of the kerb.

2. Lay 1.4 metre long turf strips normal to the kerb every 10 metres.

3. Rehabilitate disturbed soil behind the turf strip following the ESCP/SWMP.

Return turf strips every 10 metres to prevent scour

200x200 TRENCH FALL

SEDIMENT FENCE

POSTS AT 2.0m CRS. TO BE STEEL PICKETS OR 50mmx50mm HARDWOOD SEDIMENT CONTROL FABRIC TO BE 'PROPEX' OR SIMILAR APPROVED. TOP EDGE TO BE SUITABLY SUPPORTED BETWEEN POSTS.

TEMPORARY SEDIMENTATION CONTROL FENCE

NOT TO SCALE 700mm (APPROX.)

ERSED PLANS SHALL BE DEVELOPED AND IMPLEMENTED AS REQUIRED BY THE SITE SUPERVISOR BASED ON THIS PLAN AND FOLLOWING PRINCIPLES AND STANDARD SITE CONTROL MEASURES.

MINIMISE EXTENT AND DURATION OF DISTURBANCE

· CONSTRUCTION WORKS TO BE MANAGED SUCH THAT AREAS OUTSIDE SCOPE OF WORKS REMAIN UNDISTURBED WHERE POSSIBLE.

· MINIMISE EXTENT OF DISTURBANCE WITHIN CONSTRUCTION SITE AT ANY ONE TIME BY STAGING THE WORKS (EG. RIP EXISTING BITUMEN IN SECTIONS, MOVING ON TO NEW SECTIONS FOLLOWING COMPLETION OF PREVIOUS STAGE).

· MINIMISE DISTURBANCE OF VEGETATION ALONG THE ROAD VERGE WITH SPECIAL EMPHASIS ON MANAGEMENT OF CONSTRUCTION ACTIVITIES ADJACENT TO TO WATERCOURSES (E.G. MAINTAIN GRASSY BUFFER WHERE POSSIBLE).

CONTROL STORMWATER FLOWS ONTO, THROUGH AND FROM THE SITE

· SEPARATE ‘CLEAN’ RUN-ON WATER FROM ‘DIRTY’ (E.G. TURBID) CONSTRUCTION AREA RUNOFF (MAINTAIN CLEAN WATER PASSAGE THROUGH CULVERT CROSSING THROUGHOUT CONSTRUCTION WORKS).

· CONSTRUCT PERMANENT DRAINAGE STRUCTURES EARLY IN THE PROJECT.

USE EROSION CONTROL MEASURES TO PREVENT ON-SITE DAMAGE

· THE INSTALLATION OF ALL EROSION AND SEDIMENT CONTROLS TO OCCUR IMMEDIATELY POST CLEARING AND STRIPPING.

· SITE STOCKPILES OF SOIL MATERIAL IN LOW-HAZARD AREAS CLEAR OF WATERCOURSES. ADDITIONAL PROTECTION TO BE AFFORDED WITH TEMPORARY VEGETATION, DIVERSION BANKS AND SEDIMENT CONTROL MEASURES, IF REQUIRED. SEED STOCKPILES WITH ANNUAL GRASS IF THEY ARE TO BE STORED LONGER THAN 10 DAYS.

· CONSTRUCT A RANGE OF EROSION CONTROLS WITHIN THE VARIOUS ROAD SUB-CATCHMENTS TO COMPLEMENT AND INCREASE THE EFFECTIVENESS AND EFFICIENCY OF SEDIMENT CONTROLS IN THE LOWER AREAS.

USE SEDIMENT CONTROL MEASURES TO PREVENT OFF-SITE DAMAGE

· THE INSTALLATION OF ALL EROSION AND SEDIMENT CONTROLS TO OCCUR IMMEDIATELY POST CLEARING AND STRIPPING.

· CONSTRUCT CONTROL MEASURES AS CLOSE TO THE POTENTIAL SOURCE OF SEDIMENT AS POSSIBLE.

· CONTROL THE DEPOSITION OF MUD AND SOIL MATERIAL ONTO LOCAL ROADS.

STABILISE DISTURBED AREAS QUICKLY

· ALL REINSTATEMENT WORKS ADJACENT TO NEW CONSTRUCTION SHALL BE CARRIED OUT AS SOON AS POSSIBLE AFTER COMPLETION OF CONSTRUCTION WORKS.

· ALL DISTURBED VERGES TO BE STABILISED BY REVEGETATING WITH APPROPRIATE SPECIES (E.G. ANNUAL GRASS SEED SUCH AS ANNUAL RYEGRASSS OR JAPANESE MILLET, OR TURF) AS SOON AS PRACTICAL AFTER REINSTATEMENT.

· ENSURE THE SUCCESS OF THE LATER REVEGETATION PROGRAM BY UTILISING A GOOD TOPSOIL MANAGEMENT PROGRAM.

INSPECT AND MAINTAIN CONTROL MEASURES

· ENSURE THE PROGRESSIVE AND CONTINUAL IMPLEMENTATION AND MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS.

· INITIATE A PROGRAM TO ENSURE REGULAR MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. SEDIMENT CLEANED FROM STRUCTURES (E.G. SCRAPE AWAY ACCUMULATED SEDIMENT UPSTREAM OF CHECK DAMS AND REPLACE/REPAIR AS NECESSARY) TO MAINTAIN FUNCTIONALITY.

· ARRANGE REGULAR INSPECTIONS BY AN ENVIRONMENTAL SCIENTIST TO REVIEW AND UPDATE CONTROL MEASURES. ADDITIONAL INSPECTIONS WILL BE CONDUCTED DURING AND/OR IMMEDIATELY FOLLOWING SIGNIFICANT RAINFALL EVENTS TO MONITOR THE FUNCTIONING OF CONTROLS.

· ALL EROSION AND SEDIMENT CONTROLS TO BE MAINTAINED IN PLACE UNTIL ALL WORKS ARE COMPLETED AND DISTURBED AREAS HAVE STABILISED.

EXTRACT FROM LANDCOM (2004). MANAGING URBAN STORMWATER: SOIL AND CONSTRUCTION. VOLUME 2D MAIN ROADS CONSTRUCTION. 2008

This sediment and erosion control plan contains Council's minimum requirements for environmental protection;

however, it is still the principal contractor's responsibility to ensure that the works and mitigation strategies are performed in a manner that complies with all relevant environmental legislation, including any development approval requirements.

DISTURBED GROUND.

UNDISTURBED GROUND.

300

FALL 300Ø SILT SOCK

50X50 WOODEN STAKES

@ 3m CENTRES

50-75

FILTER SILT SOCK DETAIL

NOT TO SCALE

18.10.17

1