Review of Environmental Factors - Camden Valley Way Upgrade and Liz Kernohan Drive Extension (Final) - Flipbook - Page 94
16.
CONTRACTOR TO PROVIDE ALL SURVEY SETOUT, AND WAE FROM DATA.
REFER SURVEY INFORMATION BY INFOCUS SURVEYORS
REF No: 13945-13096.02
DATED: JUNE 2022
12.
ALL WORKS ARE TO BE SETOUT BY A REGISTERED SURVEYOR.
13.
ALL LEVELS SHALL BE OBTAINED FROM ESTABLISHED BENCH MARKS
ONLY. STANDARD DATUM FOR ALL DRAWINGS IS AUSTRALIAN HEIGHT DATUM
(A.H.D.). STANDARD PROJECTION FOR ALL DRAWINGS IS GDA2020.
14.
A TRAFFIC CONTROL PLAN TO AS 1742.3 IS TO BE SUBMITTED TO COUNCIL FOR
APPROVAL PRIOR TO WORKS COMMENCING.
15.
SERVICE CONDUITS SHALL BE PLACED AS DIRECTED BY AUSGRID, NBN, JEMENA
AND AS REQUIRED BY COUNCIL.
16.
17.
18.
19.
ALL PITS DEEPER THAN 0.9m BUT LESS THAN 1.2m TO BE MINIMUM INTERNAL
WIDTH 600 x 900 UNO. ALL PITS DEEPER THAN 1.2m TO BE MINIMUM INTERNAL
WIDTH 900SQ UNO AND ARE TO BE CONSTRUCTED WITH STEP IRONS IN
ACCORDANCE WITH AS 1657 AND DETAILS.
WHERE DEPTH OF PIT EXCEEDS 1500, WALLS AND BOTTOM TO BE REINFORCED IN
ALL DIRECTIONS WITH SL82 MESH AT 40 COVER TO INSIDE FACE WITH N12 CORNER
BARS 300 LEGS AT 400 CTRS. PITS DEEPER THAN 2000 SHALL BE DESIGNED BY A
PROFESSIONAL STRUCTURAL ENGINEER.
17.
CARE TO BE TAKEN BY CONTRACTOR WHEN COMPACTING OVER BURIED PIPES.
18.
PLACED ROCK SCOUR PROTECTION
- ROCK SIZE 300-600mm NOM DIAMETER, HARD DURABLE STONE.
- GEOTEXTILE BIDIM A34 OR EQUAL KEYED 300mm EACH END AND INSTALLED TO
MANUFACTURERS SPECIFICATION.
1.
PROPOSED SERVICES CROSSING EXISTING ROADS SHALL BE THRUST BORED
UNDER THE ROAD SO AS NOT TO DAMAGE EXISTING SURFACES.
2.
SCOUR PROTECTION, SUB SOIL DRAINAGE AND UNSUITABLE SUB-GRADE
REPLACEMENT SHALL BE AT THE DIRECTION OF THE SUPERINTENDENT.
NO TREES ARE TO BE REMOVED OR LOPPED OTHER THAN THOSE SHOWN AND
THOSE IN ROAD RESERVES AND AREAS WITHIN LOTS SUBJECT TO CUT & FILL,
WITHOUT COUNCILS WRITTEN PERMISSION. A TREE INSPECTION WITH COUNCIL
SHALL BE ARRANGED ONCE LOTS HAVE BEEN PEGGED.
ALL NEW WORKS ARE TO MAKE SMOOTH JUNCTIONS WITH ALL EXISTING
CONDITIONS. AC JOINTS TO BE SAW CUT AT CONNECTION TO EXISTING PAVEMENT.
THE CONTRACTOR IS TO MAKE ALL DUE ALLOWANCES FOR WORKS DURING
CONSTRUCTION.
THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION, REMOVAL
AND DISPOSAL IF REQUIRED OF ALL EXISTING SERVICES IN AREAS AFFECTED BY
WORKS WITHIN THE CONTRACT AREA AS DIRECTED OTHERWISE BY THE
SUPERINTENDENT.
EXISTING BUILDINGS, EXTERNAL STRUCTURES, AND TREES SHOWN ON THESE
DRAWINGS ARE FEATURES EXISTING PRIOR TO ANY DEMOLITION WORKS.
4.
CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN EXISTING
SUPPLY TO BUILDINGS REMAINING IN OPERATION DURING WORKS TO THE
SATISFACTION AND APPROVAL OF THE SUPERINTENDENT. ONCE DIVERSION IS
COMPLETE AND COMMISSIONED THE CONTRACTOR SHALL REMOVE ALL SUCH
TEMPORARY SERVICES AND MAKE GOOD TO THE SATISFACTION OF THE
SUPERINTENDENT.
5.
-1
Client
MDM
100% DETAIL DESIGN ISSUE FOR REVIEW
06.03.24
A
DRAFT ISSUE FOR REVIEW
01.08.23
MDM
TRC
Date
Drawn
Approved
1cm at full size
10cm
CAMDEN COUNCIL
TRC
B
0
13.
NO MATERIALS TO BE STOCKPILED ON FUTURE ALLOTMENTS WITHOUT APPROVAL
IN WRITING FROM THE SUPERINTENDENT.
14.
REMOVE EXCESS SPOIL AND DEMOLISHED MATERIAL FROM SITE TO LOCATION
AND DETAIL DETERMINED BY THE CONTRACTOR. AT CONTRACTORS COST.
15.
PAVEMENT BASE COURSE SUBJECT TO BENKELMAN BEAM TEST AS REQUIRED.
16.
SUB-GRADE DEFLECTION SHALL BE CONFIRMED BY THE SUPERINTENDENT BY
PROOF ROLL WITH A 10 TONNE OR HEAVIER DEAD WEIGHT ROLLER. SUB-GRADE
REPLACEMENT MAY BE INSTRUCTED. RIP ROCK SUB-GRADE TO 300mm.
20cm
17.
ALL LINEMARKING TO BE THERMOPLASTIC IN ACCORDANCE WITH SPECIFICATION
R145.
12.
REFER TFNSW DELINEATION GUIDE AND R145 FOR PAVEMENT MARKING NOTATION.
SAFETY IN DESIGN
1.
THE DESIGN SAFETY ASSESSMENT HAS BEEN CARRIED OUT WITH REFERENCE TO
CURRENT WHS REGULATIONS FOR DESIGN TO BE SAFE SO FAR AS REASONABLY
PRACTICABLE. HAZARD AND RISK IDENTIFICATION IS BASED ON INFORMATION
AVAILABLE TO THE DESIGNER AT THE TIME OF THE DESIGN.
2.
ASSESSMENT IS LIMITED TO THE SCOPE OF ACOR'S COMMISSION INCLUDING:
· EARTHWORKS
· ROAD DESIGN
· STORMWATER MANAGEMENT
3.
IDENTIFIED HAZARDS ARE THOSE WHICH ARE AFFECTED BY THE DESIGN, AND ARE
WITHIN THE CONTROL OF THE DESIGNER.
4.
HAZARDS AND RISK RELATING TO CONSTRUCTION, OPERATION, MAINTENANCE
AND DEMOLITION MUST BE CONSIDERED BY THE OWNER, MANAGER, BUILDER,
USER, MAINTAINER AND DEMOLISHER. ALL SUCH ENTITIES ARE ASSUMED TO BE
QUALIFIED, COMPETENT AND EXPERIENCED.
5.
SEEK ADVICE WHERE ACTIVITIES ARE OUTSIDE THE FIELD OF EXPERIENCE OF THE
OPERATOR/BUILDER/MAINTAINER, INCLUDING BUT NOT LIMITED TO QUALIFIED
STRUCTURAL AND GEOTECHNICAL ENGINEERS.
6.
NO ATYPICAL HAZARDS HAVE BEEN IDENTIFIED IN THE DESIGN PROCESS.
7.
WHERE STATE OR TERRITORY LEGISLATION EXISTS, OR OTHERWISE AS MAY BE
REQUIRED, A DESIGN VERIFICATION STATEMENT WILL BE PROVIDED BY THE
CONSULTING ENGINEER.
PAVEMENT MATERIAL REQUIREMENTS:
- A.C. IN ACCORDANCE TFNSW R116 AND TD00018:2021.
- BASE COURSE - CRUSHED ROCK OR GRAVEL IN ACCORDANCE WITH TFNSW3051.
SOAKED CBR (4 DAYS) 80% MIN, PI 2% MIN, 6% MAX.
- SUB-BASE - CRUSHED ROCK OR GRAVEL IN ACCORDANCE WITH TFNSW3051.
SOAKED CBR (4 DAYS) 30% MIN, PI 12% MAX.
- SELECT MATERIAL ZONE TO TFNSW R44
18.
11.
CBR REQUIREMENTS:
- SUB-GRADE MIN CBR 3% (U.N.O).
- SUB-GRADE REPLACEMENT MIN CBR 15%.
- SELECT MATERIAL MIN CBR 30%.
- GEOTECHNICAL ENGINEER TO CONFIRM AT BOX OUT.
INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO
CAUSE ANY INCONVENIENCE TO THE PRINCIPAL. CONTRACTOR TO GAIN
APPROVAL OF SUPERINTENDENT FOR TIME OF INTERRUPTION.
North
Description
ALL BATTERS ARE TO BE SCARIFIED TO ASSIST WITH ADHESION OF TOP SOIL TO
BATTER FACE.
THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL
BUILDINGS NOT AFFECTED BY THE WORKS ARE NOT DISRUPTED.
3.
WHERE THE SLOPE OF THE NATURAL SURFACE EXCEEDS ONE IN FOUR (1V:4H)
BENCHES ARE TO BE CUT TO PREVENT SLIPPING OF THE PLACED FILL MATERIAL
AS REQUIRED BY THE GEOTECHNICAL ENGINEER TO STANDARD PRACTICE.
12.
EXISTING SERVICES AND FEATURES
This drawing has been assigned an electronic code that signifies the drawing has been checked and approved by:
Issue
11.
70 CENTRAL AVENUE
ORAN PARK, NSW 2570
PHONE : (02) 4654 7777
FAX : (02) 4954 7829
© COPYRIGHT of this design and plan is the property of ACOR Consultants Pty Ltd, ACN 079 306 246 ABN 40 079 306 246, all rights reserved. It must not be used, modified, reproduced or copied wholly or in part without written permission from ACOR Consultants Pty Ltd.
\NEWPROJ1ProjectsNSW21NSW210622DrawingsCADCIVDrawings20 CVW and LKD Consolidated PlansNSW210622-C101-10.dwg
11.
15.
NOT FOR CONSTRUCTION
ACOR Consultants Pty Ltd
Project
CAMDEN VALLEY WAY UPGRADE
BETWEEN HILDER STREET AND
T +61 2 4926 4811 KIRKHAM LANE INCLUDING
LIZ KERNOHAN DRIVE EXTENSION
The Forum, Level 1
Suite 1 240-244 Pacific Highway
Charlestown NSW 2290
Drawing Title
CONSTRUCTION NOTES
SHEET 1
Drawn
Date
JER
MAR 2023
Designed
Project No.
SP
Scale
N.T.S.
A1
NSW210622
Q.A. Check
Date
TRC
28.02.24
Dwg. No.
Issue
C101-101
B
Mar 06, 2024 - 9:09am
- SETOUT OF EACH AREA OF WORKS
- CERTIFICATION OF SUBGRADE
- STORMWATER PIPEWORK PRIOR TO BACKFILL
- CONDUITS PRIOR TO BACKFILL
- WORK AS EXECUTED SURVEY
- GEOTECHNICAL CERTIFICATION.
