OPW14/0165.01 Approved Plans

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


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__RP BOUNDARY

 

6.0m WIDE :
STORMWATER > —~1
EASEMENT | {

 

 

 

6.0m WIDE
STORMWATER
EASEMENT

 

 

 

 

 

 

 

 

  

 

 

 

EXISTING BUILDING

RP222164

 

LOT 1

 

 

 

FILLING

 

EARTHWORKS NOTES

SITE PREPARATION / EXCAVATION

1. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC.
RICH TOPSOIL AND SEVERELY ROOT AFFECTED AREAS MUST BE REMOVED FROM
AREAS OF PROPOSED PAVEMENT TO A DEPTH OF APPROXIMATELY 250mm (TO BE
CONFIRMED ON SITE).

2. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT MAY HOWEVER BE USED FOR
LANDSCAPING PURPOSES ONLY.

3. SUBGRADES IN BUILDING AND PAVEMENT AREAS SHOULD BE PROOF ROLLED USING
A MINIMUM 10t FLAT DRUM ROLLER AND ANY SOFT SPOTS SHOULD BE EXCAVATED
AND REPLACED WITH SELECTED FILL,

4. IMPORTED FILL SHOULD BE COMPACTED AT MOISTURE CONTENTS WITHIN +/- 2% OF
OPTIMUM MOISTURE CONTENT FOR STANDARD COMPACTION.

5. SELECT FILL SHOULD HAVE A MAXIMUM PARTICLE SIZE OF 100mm FOR AN
UNCOMPACTED LAYER OF 200mm AND COMPACTED BY REPEATED ROLLING TO
ACHIEVE A DRY DENSITY RATIO OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY
FOR COHESIVE SOILS OR 75% DRY DENSITY FOR COHESIONLESS SOILS.

SURVEY NOTES

1. THIS DESIGN IS BASED ON FIELD SURVEYS PROVIDED BY THE SURVEYOR NOTED IN
THE TITLE BLOCK.

2. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES
PRIOR TO CONSTRUCTION.

PUP NOTES

1, THE LOCATION OF PUBLIC UTILITIES HAS BEEN DETERMINED FROM FIELD SURVEY
AND INFORMATION PROVIDED BY THE PROVIDER / AUTHORITIES.

2. THE UTILITIES ARE SHOWN ON THE PLANS FOR INFORMATION ONLY AND NO
RESPONSIBILITY IS TAKEN FOR THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SUPPLIED

3. THE CONTRACTOR IS TO VERIFY ALL UTILITIES ON THE SITE PRIOR TO COMMENCING
THE WORKS.

4, NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF SERVICES WITHOUT PRIOR,
NOTIFICATION TO THE APPROPRIATE AUTHORITIES.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GENERAL NOTES:

1. ALL WORK ON THIS CONTRACT |S TO BE CARRIED OUT IN
ACCORDANCE WITH THE JOB SPECIFICATION AND TO.
THE SATISFACTION OF THE LOCAL AUTHORITY AND THE
ENGINEER.

2. THE CONTRACTOR IS TO CONTACT ENERGEX, TELSTRA,
COUNCIL AND OTHER SERVICE AUTHORITIES AND
LOCATE EXISTING UNDERGROUND SERVICES PRIOR TO
CONSTRUCTION

3. CONDUIT LOCATIONS IF SHOWN ON THE PLANS ARE.
PROVISIONAL ONLY AND THE CONTRACTOR IS TO LIAISE
WITH THE ENGINEER, TELSTRA AND THE ELECTRICAL
CONSULTANT FOR THEIR FINAL PLANS IMMEDIATELY
PRIOR TO LAYING ROAD AND FOOTPATH CONDUITS.

4, THE ENGINEERING DESIGN IS BASED PARTLY ON A DATA
TERRAIN MODEL COMPUTER GENERATED FROM THE
SITE SURVEY AND SOME ELEMENTS OF THE SURVEY
DATA ARE INTERPOLATED AND MAY VARY FROM THE.
ACTUAL SITE CONDITIONS. THE CONTRACTOR SHALL
LIAISE WITH THE ENGINEER AND SURVEYOR AND SET
OUT THE WORKS ONLY FROM APPROVED REFERENCE
PEGS AND LEVEL BENCH MARKS.

5. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT
EROSION, DEPOSITION OF SILT, AND STORMWATER,
RUNOFF FROM THE JOB SITE DOES NOT EXCEED THE
PRE CONSTRUCTION RATES AT ANY POINT AS A RESULT
OF HIS ACTIONS.

2

. CLEAR ALL VEGETATION FROM THOSE AREAS TO BE
EXCAVATED OR FILLED. IN OTHER AREAS WHERE
CLEARING IS SPECIFIED, SELECTED CLEARING ONLY |S
TO BE CARRIED OUT BY RETAINING THOSE TREES
MARKED BY THE ENGINEER AND LEAVING THE AREA IN A
CONDITION SUITABLE FOR SLASHING

7. THE CONTRACTOR |S TO PRESENT UP THE JOB FOR
ON-MAINTENANCE AND OFF-MAINTENANCE INSPECTIONS
WHEN DIRECTED BY THE ENGINEER WITH ALL PIPES,
ROADS AND ALLOTMENTS FREE OF RUBBISH OR SILT
AND WITH FOOTPATHS AND PARK AREA SLASHED OR,
MOWN, AND UNDERGROUND SERVICES OPENED FOR
INSPECTION

@

NO WORK IS TO COMMENCE ON THE SITE UNTIL THE
APPROVAL OF THE LOCAL AUTHORITY HAS BEEN
RECEIVED IN WRITING AND AN OFFICIAL PRE-START.
MEETING WITH A REPRESENTATIVE OF COUNCIL AND
THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR |S.
TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START
MEETING AND SHALL COMPLY WITH ALL REQUIREMENTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PLAN INDEX THEREOF.
DWG No DESCRIPTION 9. ALL CONSTRUCTION IS TO BE SET OUT BY THE
CONTRACTOR FROM PEGGING OF ROAD CENTERLINE,
13606-C01 SITE PLAN AND INDEX MANHOLE POSITIONS, LOT STAKING AND TBMs PROVIDED
YY PI ‘ a
13606-C02 CIVIL WORKS DEMOLITION PLAN BY THE PRINCIPAL'S LICENSED SURVEYOR.
13606-C03 CIVIL WORKS GENERAL ARRANGEMENT SHEET 1
0 5 10 15 20 25m
SITE PLAN 13606-C04 CIVIL WORKS GENERAL ARRANGEMENT SHEET 2
SCALE 1: 500 @A1- 1: 1000 @AS 73606-C05 CIVIL WORKS SETOUT PLAN SHEET 1
13606-C06 CIVIL WORKS SETOUT PLAN SHEET 2
13606-CO7 CIVIL WORKS STORMWATER DRAINAGE LONGITUDINAL SECTIONS
13606-C08 CIVIL WORKS CROSS SECTIONS SHEET 1
ernst 13606-C09 CIVIL WORKS CROSS SECTIONS SHEET 2
eS we 13606-C10 CIVIL WORKS CONCRETE PAVEMENT LAYOUT PLAN
13606-C11 CIVIL WORKS CONCRETE PAVEMENT AND KERB DETAILS
é STANDARD DRAWINGS 13606-C12 CIVIL WORKS LINEMARKING AND SIGNAGE PLAN
é Lg) 13606-C13 EROSION AND SEDIMENT MANAGEMENT PLAN
é
Peers “ DWG No DESCRIPTION 13606-C14 GENERAL ARRANGEMENT ADDITIONAL PARKING AREA
: IPWEA D-0010 ACCESS CHAMBER DETAILS 21050 TO 2100 73606-015 ADDITIONAL PARKING AREA SETOUT PLAN
IPWEA D-0030 eee en eee Aen pipe OF STORMWATER 13606-C16 "ADDITIONAL PARKING AREA RETAINING WALL LAYOUT
soomen %, 13606-C17 ADDITIONAL PARKING AREA RETAINING WALLS DETAILS
SEQ D-050 FIELD INLET AND OVERFLOW GULLY TYPE 1 & 2
ras i SEQ D-060 DRAINAGE PIT KERB INLET KERB IN LINE
: ° SEQ D-063 DRAINAGE PIT KERB INLET LIP IN LINE SKYLINE SURVEYORS PLANS
wan K IPWEA R-0051 COMMERCIAL DRIVEWAY TYPE A DWG No DESCRIPTION NOOSA COUNCIL
“y SEQ R065 CONCRETE STRIP FOOTPATH 6021det CONTOUR AND DETAIL SURVEY APPROVED PLANS
SEQ R-080 KERB & CHANNEL PROFILES AND DIMENSIONS
tots 4 OPW14/0165.01 9 DEC 2014
SEQ R-0141 SUBSOIL DRAINS DETAILS
LOCALITY PLAN
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Scale ISheet Size|
Copyright nccordance wth the enone SUNSHINE COAST i O D p Hopeott S Jackson PROPOSED CAR SHOWROOM CAR SITE PLAN AND INDEX AS SHOWN A1
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Used for his specific project consulting engineers ‘Approved RPEQ No RDP Lori RP aai64 13606- C01
‘hic drawing shal notbe weed 3/11/14] ADDED CAR PARK, LEVELS AMENDED [DWH | Noosa: 07 5449 9600 D Reyngjds 9072 LOCAL AUTHORITY NOOSA COUNCIL
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‘issued for construction’ in the [A [01/04/14] ISSUE FOR APPROVAL lDWH Suite 8, Duyer House SEONG ‘[email protected] _wwtodconsulting.com ROL APPROVAL NIA IVERT DATUM AHD = PSM52588
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revision description, Rev|Date [Revision Description Drawn | warana‘aco'sss FF s00 90 AEN 99 128809 388 OPWAPPROVAL TBA RL MEASUREMENT BAR - INCREMENTS IN mm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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