Approved Plans MCU16-0087 & OPW16-0159

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU16/0087 & OPW16/0159
      18 AUG 2016


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NOOSA COUNCIL
APPROVED PLAN
MCU16/0087 & OPW16/0159

18 AUG 2016

ROPOSED INDUSTRIAL BUILDING

15 VENTURE DRIVE, NOOSAVILLE
for BETH BUTLER

 

 

 

 

 

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SITE LOCATION PLAN

SITE ADDRESS: LOT 15 VENTURE DRIVE, NOOSAVILLE, QLD, 4566

CIVIL DRAWING INDEX

DRAWING NO. DRAWING DESCRIPTION

DRAWING INDEX AND STANDARD NOTES
CONSTRUCTION MANAGEMENT PLAN

EROSION AND SEDMENT CONTROL NOTES AND DETAILS
EROSION AND SEDIMENT CONTROL PLAN

SITEWORKS AND DRAINAGE PLAN

SITEWORKS AND DRAINAGE SECTIONS AND DETAULS
PAVEMENT PLAN

SIGNS AND LINEMARKING PLAN.

SITE DESCRIPTION
LoTs: 15

PLAN. SP216079

SITE AREA: 16500?

LEVEL DATUM

DATUM, ALHD,
PSM: 103286
LEVEL RL: 7.937

 

GENERAL
a THESE DRAWINGS IN CONJUNCTION WITH
CHITECTURAL AND OTHER ENGNEERNG DREWINGS AND
SPECIFICATIONS AND WITH SUCH OTHER WRITTEN
INSTRUCTIONS AS MEY BE ISSUED

  

 

VERIFY SET OUT DIMENSIONS SHOWN ON THE DRAWINGS
BEFORE SITE WORKS, CONSTRUCTION AND FAB
COMMENCES. REFER ANY DISCREPANCY TO THE ENGINEER
BEFORE PROCEEDING WITH THE WORK

 

3. DO NOT OBTAM DIMENSIONS BY SCALNG FROM THE
DRaWNGS

LL WORKMANSHIP AND MATERIALS SHALL BE Iv
CCORDANCE WITH THE CURRENT 5.2.8 CODES 2ND THE
BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING
AUTHORITY

    

155. THE STRUCTURAL WORK SHOWN ON THE DRAWINGS Has
BEEN DESIGNED FOR THE LOADS SET OUT IN THE TABLE
BELOW IN ACCORDANCE WITH AS-1170 PARTS 18 2

66, FORTY-EIGHT (48) HOURS NOTICE MUST BE GWVEN TO THE
ENGINEER PRIOR TO ANY CONCRETE POURS OR OTHER
SIMILARLY CRUCIAL PHASES OF CONSTRUCTION

   

G5). PROVIDE SUBSOIL DRAINS AS SHOWN ON TYPICAL
SECTIONS. VAYBE OMMITTED WHERE STORMWATER PIPES
ARE SHOWM ON HYDRAULIC CONSTULTANTS DRAWINGS

 

G6. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO
COMMENCEMENT OF WORK WITHIN EXISTING ROAD
RESERVES

5

THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
EXISTING SERVICES WITHIN THE SITE PrIoR TO
COMMENCING WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO EXISTING SERVICES
WHETHER SHOWN ON THE DRAWINGS OR NOT

 

 

GIO, ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL
AUTHORITY'S SPECIICATIONS, STANDARD DRAWINGS AND
CONDITIONS OF APPROVAL,

 

 

GI, REFER TO ARCHITECTURAL SPECIFICATION FOR ALL SET
GUT DIMENSIONS, FIMISHINGS, FLASH
WATERPROOFINGS, ETC

    

CLEARING OF VEGETATION

NO CLEARNG SHELL GE CARRIED OUT BEYOND THE EXTENT
OF EARTHWORKS OR WHERE NECESSARY FOR SERVICES
CONSTRUCTION WITHOUT THE WRITTEN APPROVAL OF THE
SUPERINTENDENT

v2, MILLEBLE

  

iS ARE TO BE REMOVED FOR SAWMILING

\3. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE

Xs, REFER ENDORSED VEGETATION MANAGEMENT
PROJECT ECOLOGIST/ ¢REORIST

 

By THE

  

5. PRIOR TO SITE WORKS COMMENCNG, & FAUNA SPOTTER
QUALIFIED BY GNPWS SHALL INSPECT THE SITE TO ENSURE
IDENTIFICATION OF ANYH WILDLIFE (FAUNA) OR HABITAT
FEATURES PRIOR TO CLEARING

 

 

V6 PRIOR TO ANY TREE REMOVAL WORKS. & CERTIFIED FAUNA
SPOTTER/CATCHER MUST UNDERTAKE PRE-CLEARING
INSPECTIONS INCLUDING FAUNS RELOCATION AND REMOVAL
OF BLOCKNG OF ALL VACANT HOLLOWS. CLEARNG WORKS
MUST AVOID NESTING TIMES OF ANMALS BND BIRDS, &
GUALIFED WILDLIFE OFFICER MUST PROTECT AND RECOVER
FAUNA INOT PREVIOUSLY REMOVED! DURNG CLESRING
OPERATIONS, CO-ORDNATE STAGNG AND SEQUENCE OF
CLEARING WiTH FAUNA PROTECTION. THE TRANSLOCATION OF
ANIPALS AND RECOVERY PROCEDURES,

 

 

 

 

 

 

KS SHALL BE IN ACCORDANCE WITH Lot
SPECEICATIONS FOR EARTHWORKS.

 

L Counc.

PFO To COMPEVENEAT OF aN CUTTNG OF FLING
STRIP VEGETATION AND TOPSOIL FROM AREAS TO Bl
GRPLLED. OF 82 OTHERWISE RECOCENCED THES
GEOTECHNICAL FEPCRT

 

cur

REFER TO THE GEOTECHVICAL REPORT REGARDING REVOVAL
AND REPLACEMENT OF EXISTING FLLING MATERIAL. THIS
NOTE SHELL APPLY TO THE SUBGRADE UNDER ALL
DORIVEWAYS INCLUDING UNDER FILL BATTERS. FOLLOWING THE
SITE STRIP AND DRIVEWAY SET OUT THE ENGINEER SHALL
BE CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY
EXISTING FILL UNDER DRIVEWAYS AND ASSCCIBTED
BATTERS. PROVIDE 4 BACKHOE FOR THE TEST PIT
EXPLORATION. THE ENGNEER MAY DIRECT EXISTING LOOSE
FILL TO BE REMOVED AND RECOMPACTED

 

  

 

COMPACT AND PROOF ROLL ALL PREPARED SUBGRADE
AREAS PRIOR TO PLACING ANY FLLING. COMPACTION SHALL
BE 95% RELATIVE COMPACTION 4S MEASURED BY THE
STANDARD METHOD DESCRIBED IN &s.

 

  

ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE
FROM TOPSOWL AND VEGETATION, THE EXISTING SITE WON
PATERIALS MAY CONTAIN ROCKS AND COBBLES AND THESE
SHALL BE EXCLUDED OVER ‘0omm NOMINAL SIZE IN ANY
EXISTING MATERIAL USED AS FILLING

 

LL MPORTED FILL MATERISL SHALL BE SOURCED FROM aN
APPROVED SUPPLER, BY THE SUPERINTENDENT AND SHALL
COMPLY WITH THE FOLLOWING

FREE FROM

CONTAMINATED MATERIAL
FAXMUM PARTICLE SIZE 75am
PLASTICITY INDEX MAXIMUM 22%, <
LUI LITE Max 45%
AXMUP 25% PASSNG 0.07Smm SIEVE
INIMUM CBRIO

SHRINK/SWELL NDEX MAXIMUM OF 1.0%

 

 

 

ALL FILLING SHELL BE PLECED IN MAXIMUM 200mm LOOSE

LAYER THEKNESS WITH EACH LAYER COMPSCTED TO A7

LEAST 98 RELATIVE COMPACTING AS MEASURED BY THE
[DARD METHOD DESCRIBED WW AS-1235

 

ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE
\WITH 45-3798 WITH LEVEL 1 GEOTECHNICAL SUPERVISION
AND CERTIFICATION Of 85 OTHERWISE RECOMMENDED WN
THE GEOTECHNICAL REPORT.

EARTHWORKS TESTING SHALL BE CARRIED OUT BY THE
CONTRACTOR IN ACCORDANCE WITH AS-3798

‘THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM AN
PEO QUALIFIED GEOTECHNICAL ENGINEER THAT THE WHOLE
(OF THE EARTHWORKS AND GEOTECHICAL SUPERVISION
COMPLIES WITH AS-1798 SUPERVISION

THIS DRAWING TO BE READ IN CONJUCTION WITH arcHITECTS
DRAWINGS FOR FINISHED LEVEL REQUIREMENTS AND SET-0UT

 

NO WORKS SRE TO CCMMENCE ON SITE PRIOR TO FENCING
THE VEGETATION T0 GE PROTECTED AND INSTALLATION OF
THE EROSION AND SEDIMENT CONTROL PLAN MEASURES.

 

 

 

‘TREE REMOVAL WORKS ARE TO BE UNDERTAKEN BY &

SUITABLY QUELIFIED AND INSURED CONTRACTOR. TIMBER IS

TO BE REMOVED, REUSED OR RELYCLED IN EN APPROPRIATE
1D WHERE POSSIBLE SUSTANABLE MANNER

 

 

CONTACT EMPIRE ENGINEERING FOR ELECTRONIC COPY OF
TERRAIN MODEL,

AMeOReD conate
ALL CONCRETE WORK AND REINFORCEMENT TO BE EXECUTED
IN ACCORDANCE WITH THE RELEVANT 5.8.2 CODES AND
SPECEICATIONS; I PARTICULAR THE CURRENT EDITON OF
s-3600

  

 

2. REFER DRAWINGS FOR CONCRETE COMPOSITION AND QUALITY

2. CONCRETE TESTING 10 CONFORM WITH THE ACCEPTABLITY
REQUIREMENTS. OF THE CURRENT EDITION OF

   

(THE CONCRETE SLUMP SHELL NOT BE LESS THAN 75mm AND
NOT MORE THAN 100mm

(5. ALL CONCRETE 15 TO BE VIERATED NA TRADESMAN LIKE
MANNER; NO WATER BE ADDED CN SITE

 

Cb, MN, CLEAR COVER TO ALL RENFORCEMENT (UNLESS SHOWN
OTHERWISE! TO BE IN ACCORDANCE WITH REQUIREMENTS OF
AS-3600 AS NOTED I THE DWG'S

7. CONSTRUCTION JONTS, WHERE NOT SHOWN, SHALL BE
LOCATED TO THE APPROVAL OF THE ENGINEER

 

(3. ALL CONCRETE SHALL BE ADEQUATELY VIBRETED IT
PLACE, AND CURED CONTINUOUSLY FOR NOT LESS THAN
SEVEN (7) DAYS IN AN APPROVED MANNER

 

 

(9. SYMBCLS ON DRAWINGS FOR GRADE & TYPE OF
ENFORCEMENT ARE AS FOLLOWS.~

R_ DENOTES STRUCTURAL GRADE 230 FLEW
ROUND BAR TO 25-46
N DENOTES HOT ROLLED GRADE S00

 

DEFORMED BAR To 45-1
SL DENOTES HARD DRAWN WIRE
EINFORCEING FABRIE TO AS~I3

 

XIMUM CONCRETE AGGREGATE SIZE TO BE 20mm UNO.

 

 

Cit, DOWEL BARS SHALL BE GROUND IF NECESS
ANY PROJECTIONS, BURRS, ETC

 

'Y TO REMOVE

C12, MINIMUM LAP OF REINFORCEMENT Ta BE AS SHOWN ON

 

Drawings
C13, LAP MESH THUS - Lap 2 crass.
stirs

mI ——

14, BAR CHAIRS, DISTRIBUTION RENFORCEMENT ETC, TO BE
PROVIDED TO THE SATISFACTION OF THE ENGINEER

C05. ALL CONERETE FALLS ARE TO eE CONFIRMED WITH
HYDRAULIC CONSULTANT & ARCHITECT'S DRAWINGS

C16. NO PENETRATIONS ARE ALLOWED GREATER THEN 152, OF
CONDUITS CAST INTD SLABS GREATER THAN Soe WITHOUT
PERMISSION FROM THE ENGINEER

PRE-START MEETING
IT IS A CONDITION OF THIS DEVELOPMENT
THAT A COMBINED PRE-START MEETING FOR
BOTH ENGINEERING AND ECOLOGY BE HELD

PRIOR TO COMMENCING WORKS. CONTRACTOR
TO GIVE 5 DAYS NOTICE SO THAT A
PRE-START MEETING CAN BE ARRANGED
WITH COUNCIL

 

 

‘STORMWATER DRAINAGE

 

DIL ALL WORKS SHALL BE IV ACCORDANCE WITH LocAL COUNCIL
REFERENCE SPECIFICATIONS FOR CWIL ENGINEERING WORK:
AND LOCAL COUNCIL STANDARD DRE Wings.

   

D2. ALL ROOFWATER CONNECTIONS To BE UPVC Cl
WNPIPE LOCATIONS REFER HYDRAULIC CONSULTANTS
DRAWING,

    

ALL GRATES WITHIN TREFFICABLE PAVEMENTS SHALL BE
MINIMUM CLASS “DUNO

Di, ALL STORMWATER DOWNSTREAM OUTLETS SHALL BE
CONFIRMED ON SITE. WITH ENGINEER PRIOR 0. COMMENCING
STORMWATER CONSTRUCTION

 

DS. THE CONTRACTOR SHALL VERIFY THE DESIGN BY MENS OF
POTHOLNG AND SERVICE LOCATING WITH ALL RELEVANT
AUTHORITIES FOR SERVICES CROSSING STORMWATER LINES,

 

   

Dé. WHERE POSSIBLE. PAVEMENT JOINT LOCATIONS SHALL BE
INLNE WITH SERVICE PIT LIDS AND GRATE FRAMES,

D?, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND INCLUDE
COSTS FOR THE FOLLOWING IN THERE CONTRACT PRICE

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

  

BED. ZCNE MATERIAL: Sam OR tOmm SCREENINGS, OF

ALTERNATIVELY WASHEM SCREENED BEDDING SAND TO
‘GRADING SPECIFIED BELOW 10 BED ZONE

 

SIEVE SIZE (nm)

 

 

 

 

 

 

 

 

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Du v-

 

 

 

 

 

 

Dio, EMBEDYENT ZONE MATERIAL. Smm OR ‘dmm SCREENINGS.

NOTED OTHERWISE BEDDING TO BE IN ACCORDANCE
WITH LOEEL COUNCIL STANDARD DRAWINGS. FOR ALL PIPES
HS2 BEDDING IS TO BE USED. FOR ALL PLASTIC PES THE
BEDDING MATERIAL I5 TO EXTEND 75mm ABOVE THE CROWN
CF THE FIFE.

 

   

 

 

 

  

 

‘A. LOCAL COUNCIL INSPECTION EES, DI2, UNLESS DIRECTED OTHERWISE, PROVIDE PIPE STUB TO
B, MAINTENNCE BONDS REQUIRED BY COUNCIL DEWATER DRAINAGE TRENCH, STUB TO BE ‘000m LONG x
THE SURVEY AND PREPERATION OF AS-CONSTRUCTED Ds jomm Dla. CORRUGATED POLYETHYLENE PIPE CLASS 400 TO
IW ACCORDANCE WITH LOCAL CCUNCL GUIDELINES. AS 249 (WITH END CAP) INSTALLED ON THE UPSTREAM
D. QUALITY CONTROL AND TESTING REGIMES IN’ ACCORDANCE FACE OF MANHOLES.
WITH LOCEL COUNCIL GUIDELNES,
WORKS UNDER EXISTING PAVEMENT [WHICH IS. TD REMEIN IN
be PES
PIPES WORK SHALL COMPLY WITH THE FOLLOWING UNLESS D'3.1 LOCAL AUTHORITY AND STETE CONTROLLED ROADS,
NOTED OTHERWISE UNLESS APPROVED OTHERWISE BY THE
SUPERINTENDENT NEW WORKS ARE TO BE PLACED BY
TUNNEL BORING.
sie cuass | TPE ToNTING
woe} su 13.2 OTHER PAVEMENTS. TRENCH THROUGH EXISTNG ROD,
soto ne om | ows | oP¥ Pe REFER TRENCH DETAILS ON IPWEAG STD ORG D-0030.
s00 ro a0 pa} 3 | seer Shier au 4
tlk “Re SOCKET RR FIELD DENSITY TEST PER 2 LAYERS FOR EVERY 40
UNGAR METERS OF TRENCH OR FOR PART THEREOF
TNTERNAL FLUSH ONT
zersos | 3 | seep | win externa Rosser
HOLD POINTS.

EMPIRE ENGNEERNG Is fESPONSBLE FOR LAS WITH THE COUNCL. DELEGATE AT THE KEY JONT MSPECTONS AD THE CONTRACTOR

SHALL GIVE SUFFIENT NOTICE, AS FOLLOW:
oRE-START-REETING (HANOATORT) HN. 5 WORK OATS
INSPECTIONS (REFER BELOW) - MIN. 48 HOURS

(OFF MAINTENANCE INSPECTION (WHERE SPEC'D BY COUNCL AT THE PRE-START MEETING) ~ MN. 5 WORKING DAYS

1
2
3. ON MAINTENANCE INSPECTION (WHERE SPEC>D BY COUNCIL AT THE PRE-START MEETING) - MIN. 5 WORKING DAYS
‘
5

EMPIRE ENGNEERING IS LIKELY TO CONDUCT RANDOM SITE VISITS AT THEIR DISCRETION AS NECESSARY ~ NO NOTICE

INSPECTIONS

KEY CORSTRUCTON ACTIVITES To BE RSPEETED NCLUDE GUT NOT LMTED To) THE FLOWING
BULK EARTHWORKS INSPECTION: STRIPPED TOPSOIL VISUAL AND PROOFROLL, SEDIMENT AND EROSION CONTROL MEASURES ARE
USED AND MAINTAINED, ADEQUATE STRIP FOOTING WIDTH TO RETAINING WALLS, CONTRACTOR To SUBMIT CBR AND DENSITY TEST

RESULTS COMPLIANT WITH AS3796,

‘© SUB-GRADE BOX INSPECTION. VISUAL AND PROOFROLL. CONTRACTOR TO SUBMIT CBR AND DENSITY TEST RESULT:

RESULTS

CONCRETE PAVEMENT INSPECTIONS: STEEL INSPECTION, MEASUREMENT
STORMWATER: OUTLET COMPLIANCE WITH THE DRAWINGS, PRIOR TO COMMENCING PIPE LAYING UPSTREAM

BIO-RETENTION: AS PER INSPECTION CHECKLIST 5-31 OF HEALTHY WATERWAYS “WSUD TECHNICAL GUIDLINES IN SEQ’
UNDERGROUND PIPES/CULVERTS: CHECK BEDDING AND ALIGNMENT PRIOR TO BACKFILL AND COMPACTION OF TRENCHES
CONTRACTOR RESPONSIBLE FOR CCTV SURVEY ON ANY COUNCIL UTILITIES TRAVERSING THE SITE AND COMPILING THE DILAPIDATION

Ss
PRE-SEAL INSPECTION, MEASUREMENT, STRINGLINE, VISUAL AND PROOFROLL. CONTRACTOR TO SUBMIT CBR AND DENSITY TEST

REPORT ON STREET FRONTAGE AND ADJACENT PROPERTY ASSETS FOR PRE-START MEETING SUBMISSION

 

FOR APPROVAL

 

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“nendnent bate [ort

 

 

 

 

 

Bundlaberg

 

((lext_ BETH BUTLER

) (Geran HW [on

AR) (Fe

 

Gladstone sunshine Coast

 

Project: PROPOSED INDUSTRIAL BUILDING
LOT 15 VENTURE DRIVE,
NOOSAVILLE

 

 

GAVIN EVANS 7 RPEQ, 6054

 

DRAWING INDEX AND STANDARD NOTES

om JOLY 2016 [scoier _ AS NOTED

 

Job Ret No} Drawing No:| Issue:

 

 

SC-5763 c001 A