Approved Plans MCU16-0087 & OPW16-0159

Page 2

           -

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


[OCR of page images]
 

a FUTURE DETENTION BASIN

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150 90 90 90 90 150
sof, 2500 |1160 i160), 2500
2000 | __5500 L 15000 a) | 2000
7t 7t 7 7t

at ——— VENTURE DRIVE
1000 6500

7

6241 [3000 [1510], 8499 | 3250 5500 2000
2000 |, __5500 L a" 15000 ” 5500 2000
7t
10750 L 8500 L 10750
7t 7t
SITE LEVELS

SITE / FLOOR LAYOUT PLAN

SCALE: 1:200 @ A3 OR 1:100 @ Al

 

REFER ENGINEERS DRAWINGS FOR SITE LEVELS,
FINISHED PAVEMENT & DRIVEWAY LEVELS, &
STORMWATER CATCHMENT DETAIL

FIRE HYDRANT
REFER TO HYDRAULIC ENGINEERS DRAWINGS
FOR SPECIFICATIONS & POSITION.

50, 29900 50.
z 7
50199 29600 1 pP-s0
OBAMA"
| 41 30.00 278°54'10 Ty iy
s| 8 wl og
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— Xf
i -
nous d00n note d00n
(veNTLATON OY) © tite Sten
—
LE APPROVED PLAN
S MCU16/0087 & OPW16/0159 8
18 AUG 2016 °
PROPOSED |
8 BUILDING |
g 743.0m2 | g
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a 2 CARPARK. &
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= —~
3 ™* 550012600 ig 2
& 1650m2 vee g
XN ‘CARPARK N
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° 6
8 scscous ssonaion le 8
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+ oh —~
g
sg} § 8.5m WIDE g
a, INDUSTRIAL 8
8 DRIVEWAY GROSS}
—
{

 

 

SITE AREA 1650 sqm
AREAS.

PROPOSED BUILDING 743.0 sqm
SITE COVER (45.0%) 743.0 sqm
LANDSCAPE REQUIRED (15.0%) 247.5 sqm
LANDSCAPE PROVIDED (15.5%) 256.1 sqm
PARKING REQUIRED 15 parks
PARKING PROVIDED 15 parks

PARKING REQUIRED - CALCULATIONS

-1 SPACE PER 30m2 UP TO 150m2 = 5 CARPARKS
-1 SPACE PER 50m2 UP TO 500m2 = 7 CARPARKS
-1 SPACE PER 100m2 THERE AFTER (243m)

= 3 CARPARKS

TOTAL = 15 CARPARKS REQUIRED

  

LEGEND
ws 100mm HIGH SELECT
PLASTIC WHEEL STOPS,
scx2ano 1.5m HIGH BOLLARD FOR

ACCESSIBLE SHARED
CARPARK AREA

BVILDING
SUNCOAST
GREEN

 

 

 

 

 

 

 

 

 

 

ISSUE] DATE ‘SUBJECT JINIT| AUTH
AMENDMENTS

6 LORRAINE AVE, MARCOOLA QLD, 4564
PHONE:(07)54488 500 Mobile: 0418 715 702
EMAIL: buildgreenbigpond.com

QBSA LICENCE No, 65942

Drawn by SB Checked by DJ

Client BETH BUTLER

LOT 15 VENTURE DRIVE ,
NOOSAVILLE, QLD.

Drawing Description
SITE / FLOOR PLAN
Scale As indicated
Project No. 2016-20
WORKING DWGS

 

27.04.16
03 OF 11

Date
Sheet No.
Issue H

 

 

 

 

Page 3

           -

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


[OCR of page images]
 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

29900 +
29600 150
=F ; = Bae
ao) Re i Be be (2
ROLLER DOOR ROLLER DOOR
(VENTILATION ONLY) (VENTILATION ONLY)
BT136 eT136 BT136
w w
3 3
3 : < < ¢ 3
8 5 2 2 # 8
% o o &
% Fi Fi fi
6 $ PROPOSED $ €
=
8| 8 % z BUILDING g é
gS) y E e €
al a %, é 743.0m2 a $
ea secre z z 2, seeme
Soieint ie ie Somer
Shee ent 5 3 inben ene Fe
ACCESSIBLE z FFL 6.40 2 ACCESSIBLE
AMENITIES [2 if AMENITIES
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° 9255, L L 9255
8 Om MIN BETWEEN 7 7 “om BETWEEN 7
3 EXIT DOORS EXIT DOORS
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seg eel Sa ee eF
BL 8 ROLLER Door BeBe AR Sy ROWER DOOR
8} o.§& TOSI | syne on np 4 TOSt* °
8| 8 aot “Ne 8
N 2650 |, 2700 oor ABOVE 2700 |, 2650 N
90 90 90 90 90 90
1s0]) 2500 _|1160|, 21740 [1160], 2500 [150
aA at at at at Al
150 1 90 90 150
2680 1160} 1160, 2680
150 29600 150
7555 L 14790 L 7555
7 7
29900

 

 

FLOOR PLAN

SCALE: 1:200 @ A3 OR 1:100 @ Al

 

 

 

NOOSA COUNCIL
APPROVED PLAN
MCU16/0087 & OPW16/0159

1

8 AUG 2016

 

 

ALL CONSTRUCTION TO COMPLY WITH THE NATIONAL CONSTRUCTION CODE
OF AUSTRALIA REQUIRMENTS & RELEVANT AUSTRALIAN STANDARDS,
CONTRACTOR TO CONFIRM ALL DIMENSIONS & LEVELS ON SITE PRIOR TO
COMMENCEMENT OF ANY WORK INCLUDING BOUNDARY LINES & PEGS.
CONTRACTOR ALSO TO CONFIRM PRESENCE OF ANY EXISTING SERVICES
BEFORE COMMENCING WORKS.

DIMENSIONS TAKE PREFERENCE OVER SCALE. DO NOT SCALE OFF DRAWING.

REFER TO CONSULTING ENGINEERS DRAWINGS FOR ALL CIVIL,
STRUCTURAL DETAILS & HYDRAULIC ENGINEERS DRAWINGS FOR ALL
HYDRAULIC DETAILS.

SHOULD SITE CONDITIONS DIFFER FROM THOSE INDICATED SEEK
INSTRUCTIONS FROM DESIGNER.

REFER FLOOR PLAN FOR POSITIONS OF PORTABLE FIRE EXTINGUISHERS &
FIXED EMERGENCY LIGHTING

PORTABLE FIRE EXTINGUISHERS TO BE INACCORDANCE WITH NCC E1.6 2014.
ADDITIONAL EXTINGUISHERS MAY BE REQUIRED DEPENDING ON TENANCY
LAYOUT & ASSOCIATED BUSINESS USES.

MECHANICAL VENTILATION TO AS. 1668.2 & AS/NZS 3666.1 AS INDICATED.
MIN 25 Vs EXHAUST FLOW RATE TO ALL WC'S.

PHYSICAL TERMITE BARRIER SYSTEM TO BE USED IN ACCORDANCE WITH
AS. 3660.1, ALL TIMBER TREATED H2/H3 AGAINST TERMITES.

LIGHTING TO AS/NZS 1680.0 & NCC 2015 J6

ALL EXIT DOORS TO COMPLY WITH NCC 2014 CLAUSES D2.10, D2.19 & D2.21
DOOR HARDWARE TO ALL EXIT DOORS TO COMPLY WITH NCC 2015
CLAUSE D2.20

PROVIDE ROOF SAFTEY MESH TO AS/NZS 4389 (1996)
TIMBER/STEEL STUD PARTITIONING TO TOILETS. CEILING HEIGHT 2700mm
MIN. WALLS AND CEILING LINED WITH WATER PROOF PLASTERBOARD.

FIX PLASTERBOARD CEILING OVER AMENITY AREAS (TYP)
WATERPROOF WET AREAS TO AS 3740.
WATERPROOFING TO WET AREAS TO COMPLY WITH NCC 2015 CLAUSE F1.7

ROOF INSULATION R2.5 "ANTICON" FOIL BACKED FIBRE GLASS INSULATION
PROVIDE NON-COMBUSTIBLE MINERAL FIBRE INSULATION UNDERNEATH

ROOF SHEETING TO SEAL ALL FIRE WALLS.
(CSR BRADFORD FIRE SEAL OR EQUIVALENT)

UNISEX ACCESSIBLE FACILITIES TO AS 1428.1, 2009

FIRE HYDRANTS INSTALLED TO ENGINEERS DETAIL. REFER HYDRAULICS
ENGINEER DRAWINGS FOR POSITION OF FIRE HYDRANTS

3000

 

BUILDER TO

ON SITE PRIOR TO ORDERING OF MATERIALS &
COMMENCEMENT OF CONSTRUCTION

 

@

aa
ara

 

Tasis

VERIFY ALL DIMENSIONS & LEVELS

LEGEND

150mm CONCRETE TILT UP WALL TO
ENGINEERS DETAILS

90mm INTERNAL STUD WALLS TO
ENGINEERS DETAILS

EMERGENCY EXITS (TENANCY OVER 300m?):
10 WATT ILUMINATED SINGLE SIDED EXIT
SIGN MODEL E1112,

CLASSIFICATION ASINZS 2298.1 1998,
LIGHTING TO ASINZS 1680.0

‘STANLITE SF10 NON-MAINTAINED
(10W HALOGEN FIXED

FLUSH WITH CEILING) TO ASINZS 2293.1
STANLITE BT 126NPR SINGLE 36W NON-
MAINTAINED OR ALTERNATIVE BRAND TO
‘SUIT CLASSIFICATION AS 2293:PART 1
MOUNTED AT 6m MAX ABOVE FINISHED
FLOOR.

MECHANICALLY VENTILATED TO AS

1668.2 1991, MIN 25S.

EXHAUST FLOW RATE. CEILING 2400mm HIGH.

EXTINGUISHER TYPE: 3A:408:(E)
ENSURE FIRE EXTINGUISHERS ARE WITHIN

4m OF EXIT DOOR,
EXTINGUISHER LOCATION SIGN ABOVE IN
ACCORDANCE WITH AS 2444-1995

INSTANTANEOUS HWS IN VERMIN PROOF
CABINET UNDER SINK (TYP.}

‘TACTILE GROUND SURFACE INDICATORS TO
COMPLY WITH AS 1428.4.1

 

 

 

 

 

 

S=E FIRE HOSE RHEEL TO ENGINEERS DETAILS
3am
ISSUE] DATE SUBJECT wir] auTH
‘AMENDMENTS

 

 

 

 

 

 

 

6 LORRAINE AVE, MARCOOLA QLD, 4564
PHONE:(07)54488 500 Mobile: 0418 715 702
EMAIL: buildgreenbigpond.com

QBSA LICENCE No, 65942

Drawn by SB Checked by DJ

Client BETH BUTLER
LOT 15 VENTURE DRIVE ,
NOOSAVILLE, QLD.

 

Drawing Description
FLOOR PLAN

 

Scale As indicated |Date 27.04.16
Project No, 2016-20 |SheetNo, 05 OF 11
WORKING DWGS _ |lssue H

 

 

 

 

Page 4

           -

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


[OCR of page images]
 

 

 

BUILDING HEIGHT

7555 L 14790 L
2350 1 7
4 7 TRIMDEK ROOF SHEETING @ TRIMDEK ROOF SHEETING @
L 2.0 DEGREES PITCH ROOF 2,0 DEGREES PITCH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7363

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

eG
gs 8
ole 5
8]gs N38? | —— | S=—— E _ -—+
&lze 3
om © TSS rr in 7 Cr J _ — TT
eg 6 aFISO y T AFD
Zo 2 - C- ch -
S54 t ROLLER DOOR \. 4 ROLLER DOOR
f f L sevectpant J BOLLARD. —+ —Z
‘25mm “V" GROOVED PATTERN IN '__ NRG AWNING OVER LECT PAINT NRG AWNING OVER: 25mm “V" GROOVED PATTERN IN
CONCRETE TILT UP WALL PANELS: ENTRY DOOR: FINISH TO ENTRYDOOR — ‘CONCRETE TILT UP WALL PANELS.
(HORIZONTAL GROOVES @ 600 MAX CONCRETE (HORIZONTAL GROOVES @ 600 MAX

2650 2700
SOUTH ELEVATION

SCALE 1:200 @ A3

 

 

 

BUILDER TO VERIFY ALL DIMENSIONS & LEVELS
ON SITE PRIOR TO ORDERING OF MATERIALS &
COMMENCEMENT OF CONSTRUCTION

2700

TRANSPARENT ROOF SHEETING.

TRIMDEK ROOF SHEETING @

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

BUILDING HEIGHT { VENT 2.0 DEGREES PITCH
A BULDINGHEIGHT p———
SURFACE MOUNTED
s _—__ [a GUITER
Ee
2 ee SELECT PAINT FINISH SELECT PAINT FINISH
8 Bs TO CONCRETE TILT UP JO CONCRETE TILT UP
R) ges PANELS PANELS
5 ga
oF —4+—--— SS ee © SS Fh
2 &
ea SEs
z2 ge ROLLER DOOR ROLLER DOOR
SCALE 1:200 @ A3
3000
200,
[— SURFACE MOUNTED TRIMDEK ROOF SHEETING ROOF oat
BUILDING HEIGHT [email protected] DEGREES PITCH ROOF jot
@
&
2 ae
8 ae NAG AWNING OVER
R} e/ze SELECT PAINT FINISH TO CONCRETE ENTRY DOOR
g]gs TILT UP PANELS
= a Po
3
2 of
a8 8 lg [F-_souuaro
55 N52

 

 

 

 

 

 

 

 

 

WEST ELEVATION

SCALE 1:200 @ A3

3000
"900

 

BUILDING HEIGHT
So

 

7363

 

 

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

 

 

TRI

       
 
 

 

5700
MIN PITCHING HEIGHT To:
UNDERSIDE OF RAFTERS

HEIGHT

 

2100
JOINER)

 

IMDEK ROOF [email protected] DEGREES PITCH

‘SELECT PAINT FINISH TO CONCRETE
TILT UP PANELS,

SURFACE MOUNTED.
a

 

 

 

 

 

 

 

 

 

NRG AWNING OVER
ENTRY DOOR

 

EAST ELEVATION

SCALE 1:200 @ AS

LEGEND
FG ALUMINIUM FRAMED FIXED GLASS WINDOW
AF-SD ALUMINIUM FRAMED SLIDING DOOR,

soo ‘SOLID CORE DOOR,

BVILDING

 

 

 

 

 

wir} AUTH

 

 

 

 

 

ISSUE] DATE
‘AMENDMENTS
6 LORRAINE AVE, MARCOOLA QLD, 4564
PHONE:(07)54488 500 Mobile: 0418 715 702
EMAIL: buildgreenbigpond.com

QBSA LICENCE No, 65942

Drawn by SB Checked by DJ

Client BETH BUTLER

LOT 15 VENTURE DRIVE ,
NOOSAVILLE, QLD.

SUBJECT

 

 

Drawing Description
ELEVATIONS
Scale As indicated
Project No. 2016-20
WORKING DWGS

 

Date
Sheet No.
Issue H

27.04.16
06 OF 11

 

 

 

 

Page 5

Proposed landscaping intended for easement area
to rear of property not approved.




                                              -

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

Page 6

           -

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


[OCR of page images]
 

 

 

 

LO’

ol

 

 

NOOSA COUNCIL
APPROVED PLAN
MCU16/0087 & OPW16/0159

18 AUG 2016

ROPOSED INDUSTRIAL BUILDING

15 VENTURE DRIVE, NOOSAVILLE
for BETH BUTLER

 

 

 

 

 

SITE

 

 

coor
coos
cow
con
cou
cos
cow
cou

 

 

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)

 

 

 

 

 

 

 

 

aa an
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

 

Ee

“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

 

 

 

 

Page 7

           -

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


[OCR of page images]
 

RETAINING WALL UNDER MAX 149 T0 LOW HECHT RETADING
| sumo erer 10 Pwo aay WALL Oke GH
‘STRUCTURAL ENGNEERS
PLANS FOR DETAILS

LEGEND

exstng

 

 

TELSTRA
conrouRs.

UPGRADE EXISTING 05375
TO Basa REP chan

CONCRETE PAVEMENT.
REFER OWG C030

DESIGN SURFACE LEVEL
STRUCTURE NUMBER
DIRECTION OF FALL

 

4 NEW 400x900 TYPE 2
/ FELD INLET OVER EXISTING
D UNE 4.61 APPROX.

45.5
oo 225 UPVC Sue

PROPOSED BULGING
FFL 6.00

  
 

NOTE: REFER DWG C001 FOR
STORMWATER NOTES AND CO2S/
026 FOR SECTIONS AND DETAILS

225 UPVC sve
ROOF COMECTION

o

. NO FLUNG OVER
OVERLAND FLOW
PATH/DRANAGE EASEMENT

VENTURE DRIVE

~ PROVIDE BORED PIERS AT 2.0m
CCTRS TO FOUND BELOW ADJACENT
SEWER. REFER STRUCTURAL
ENGINEER FOR DETAILS

 

 

 

 

NOOSA COUNCIL _
APPROVED PLAN &
MCU16/0087 & OPW16/0159 * a ee

18 AUG 2016

 

 

 

 

SITEWORKS AND DRAINAGE PLAN ‘FOR APPROVAL

7_seTm BUTLER ~ Moon oo TY 2006 acon AS NOTED
GAVIN EVANS 7 RPEG. 8054 )

eR Torawing No-| Issue.
SC-5763 coz0 | A

PROPOSED INDUSTRIAL BUILDING
LOT 15 VENTURE ORIVE,
NOOSAVILLE

 

 

 

 

SITEWORKS AND DRAINAGE PLAN |

 

   

 

 

Page 8

           -

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


[OCR of page images]
 

 

DRIVEWAY NOTES

4. PERMITS RELATING TO ROAD AND FOOTPATH CLOSURES MUST BE
OBTAINED FROM COUNCIL. CONTRACTOR ISTO ALLOW FOR TRAFFIC
CONTROL AND PRODUCE AN ENDORSED TRAFFIC MANAGEMENT PLAN
PRIOR TO COUNCIL PRE-START MEETING

2. CONCRETE TO BE 32MPa IN ACCORDANCE WITH AS-I379 & AS-3600
wo.

“Sam
“on

CONCRETE SURFACE TOLERANCE TO BE
OVER 3 METRE SECTIONS.

COMPACTION OF SUBGRADE TO 98% STANDARD TO ASI289.5.11
WHERE SUBGRADE 1S LESS THAN CBR 5 EXCAVATE UNSUITABLE AND
PROVIDE IMPORTED MATERIAL TO SATISFACTION OF THE
SUPERINTENDENT

ALL CONCRETE TO BE BROOM FINISHED. FINISHES OTHER THAN BROOM
CONCRETE ARE TO BE SPECFICALLY APPROVED BY ENGINEER, WITH
REGARDS TO LONG TERM SKID RESISTANCE AND DURABILITY

PATTERN LINES TO BE SQUARE TO SIDES AND FINISHED WITH AN.
APPROVED GROOVING TOOL

1. EXPANSION JOINTS TO BE 10 THCK, FULL DEPTH CLOSED CELL CROSS
LUNKED POLYETHYLENE FOAM (85-150 KG/M?) OR 10mm THICK
COMPRESSED GRANULATED CORKBOARD. INSTALLATION TO
MANUFACTURERS INSTRUCTIONS.

5. 3-L12 TRENCH MESH x 2000 LONG TO BE PLACED AT ALL
RE-ENTRANT CORNERS

ENFORCEMENT FABRIC TO AS-1304, 40 TOP AND EDGE COVER, LAP
FABRIC 250,

GRADE NOT TO EXCEED 1 IN 40 WHERE DISABILITY ACCESS IS
REQUIRED,

1. THIS DRAWING 1S TO BE READ IN CONJUNCTION WITH ARCH. &
HYDRAULIC CONSULTANTS DWGS FOR ALL LEVELS, FALLS, GRADES,
DRAINAGE, ETC.

REFER TO COUNCIL'S STANDARD DRAWINGS FOR DRIVEWAY
CROSS-OVER TYPES, DIMENSIONS AND FLARES. A COPY OF THESE
DRAWINGS CAN BE OBTAINED FROM COUNCIL'S WEBSITE, OR CONTACT
EMPIRE ENGINEERING,

. COMMERCIAL, INDUSTRIAL AND MULTI-UNIT DEVELOPMENT DRIVEWAY
CROSS-OVERS REQURE THE REMOVAL OF THE EXISTING KERB &
CHANNEL IN ITS ENTIRETY, WITH 00mm MIN WIDE DEEP LIFT
ASPHALT USED TO RE-NSTATE ROAD PAVEMENT AT THE LIP OF
CHANNEL,

 

SAWCUT 3nm WIDE BY 1/3,
SLAB DEPTH USING SOFF CUT
‘SAW AS. SOON AS CONCRETE
1S TRAFFICABLE AND WITHIN

12 HOURS OF SLAB POUR

SEALANT RESERVOR &
| ‘APPROVED SEALANT

   
 
    

NESH AS SPECIFIED
40 TOP COVER:

AS SPECIFIED

 

 

 

25

 

 

 

samc roel | | Cn vena
copa) Ts BaD

STD AND PROOF ROLLED.

 

 

L remove 200mm oF EVERY
2nd TRANSVERSE WIRE OF
MESH UNDER TOOLED JONT

 

Graver suapase
(CORKS MIN) COMPACTED
To 95% R.D.D MOD.

SAW CUT JOINT DETAIL (SCJ)

‘SCALE 120

LNE OF POUR BREAK——
SEALANT RESERVOIR &
PROVIDE 30d TOOLED-, } / APPROVED SEALANT
JONT ONE SIDE OF JOINT

MESH AS SPECIED, 40 TOP
COVER, DISCONTINUE MESH
Sonn EACH SIDE OF JONT

 
  

"ABELFLEX’ OR APPROVED ~\\
EQUIVALENT FULL DEPTH

AS SPECIFIED

 

 

 

  

 

E 1
PLASTIC VISQUEEN

GRAVEL SUBBASE
(BRIS MIN) COMPACTED
To 95% R.DD MOD.

 

6 DOWEL BARS @ 600 —!
CTRS. x 600 Lg (PROVIDE
TDOWEL SERTS" ONE END)

XPANSION JOINT DETAIL (EJ,

SCALE 120

 

ek. tom GaP

 

 

 

“nendnent

 

GRAVEL SUBBASE
(CORKS MIN.) COMPACTED
To 95% RDD MOD,

SUBGRADE To BE
COMPACTED TO 98% ROD
‘STD AND PROOF ROLLED.

‘omn tom BEAD OF
‘APPROVED SEALANT

1-NI2 EDGE TRIMER. LAP 500 —
‘AS REDD, & AT CORNERS

 

  
 
   
   

 

\ 200 SERIES BLOCKWORK
CONCRETE FILL ALL CORES
(N20 CONC. émm MAX. AG.

SIZE 230 SLUMP

F—saaeuriex: of apL
APPROVED EQUW- | Pa
ALENT JONT FILLER q

 

Ni2 @ 400 CTRS,
EACH WAY

 

 

 

NI2 STARTER BARS @
400 CTRS. LAP 400
WITH VERT. RENF. COG
200 INTO FOOTING

 

 

 

 

 

a AN

 

}-—coLunn oR 350 Ban Zhe, 50
PLASTIC WALL FACE

visaUEEN

RETAINING WALL DETAIL

 

 

600mm HIGH MAX (SFL

ISOLATION JOINT DETAIL (IJ.

(STRIP FOOTING DETAIL)

 

SCALE 120

PLASTIC
350 VISQUEEN

ies ei;

AS SPEC.

 

 

 
  

 

GRAVEL SUBBASE
(CBR&S MIN) COMPACTED
To 95% RD.D MOD.

EDGE THICKENING DETAIL (ET

SCALE 120

 

PROVIDE 30d UNE OF SAWCUT
TOOLED JOINT
MESH AS SPECIFIED, 40 TOP | | SEALANT RESERVOIR &

COVER, DISCONTINUE MESH [APPROVED SEALANT
Sonm EACH SIDE OF JOINT

SUBGRAE TO a

COMPACTED TO 98% R.D.D
‘STD AND PROOF ROLLED.

AS SPEC,

 
   

 

DRILLED AND EPOXY'D
| Ris DOWEL BARS @
600 CTRS. x 600 Ly
GRAVEL SUBBASE
ICBRAS MIN) COMPACTED
To 95% R.D.D MOD.

DOWELLED JOINT DETAIL TO

 

EXISTING PAVEMENT (DJ)
SCALE 120

1-N16 LONGITUDINAL
50 COVER

-ACO_ORAIN INSTALLED IN
[ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS.
DEPTH VARIES FOR K200S SYSTEM

‘0mm ABELFLEX JONT
WITH ‘nm SEALANT

SLABS AS meen

K

 

  

 

 

 

LI 2 AT 200 CRS TO

 

 

 

 

 

 

AS SPEC

 

Laie at 200 crs:
LONGITUDINALLY

ACO TRENCH DRAIN SECTION
NTS

SCALE 120,

 

 

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

 

 

 

 

 

BETH BUTLER

pesigned

HW [on AR

 

 

      

EMPIRE Sethe, Beeinn, SEE

ENGINEERING me

 

Project: PROPOSED INDUSTRIAL BUILDING

LOT 15 VENTURE DRIVE,
NOOSAVILLE

 

 

GAVIN EVANS 7 RPEQ, 6054

 

om JOLY 2016 [scoier _ AS NOTED

 

. SITEWORKS AND DRAINAGE SECTIONS Job Ref No: Drawing No:[ Issue:

 

AND DETAILS SHEET 1

FOR APPROVAL

 

SC-5763 co2z5 | A

 

 

 

 

Page 9

           -

   NOOSA COUNCIL
   APPROVED PLAN          Driveway width must not exceed
MCU16/0087 & OPW16/0159   6.5m at the front boundary line
                          and 13.0m at the kerb line.
      18 AUG 2016

Page 10

           -

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


[OCR of page images]
 

 

 

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

 

Seow

PWD SIGN AS:
DETAILED ASIDE

 

 

PRECAST CONCRETE WHEEL STOPS
IN ACCORDANCE WITH AUST STD
"AS/NZS. 289012004" TABLE 2.1

 

 

 

 

 

 

7,
240m 240m
REFER NOTE 5,
PROPOSED BULONG 5
FFL 6.40
250m
ava
ontavor

 

 

 

 

 

 

 

 

 

00mm TYP. 10.
Low KERB EDGE

 

 

 

 

 

 

stare
2]

 

 

 

 

SIGNS AND LINEMARKING PLAN

SCALE A

 

 

| | L

jEND
1 EXISTING PROPOSED

 

KERB AND CHANNEL
—— FlsH ence
SS FETAINNG WALL

 

~ SIGN

 

i SIGNAGE AND LINEMARKING NOTES

‘ALL SIGNAGE AND LINEMARKING TO BE IN ACCORDANCE WITH THE
MANUAL OF UNFORM TRAFFIC CONTROL DEVICES (MUTCD CURRENT
DITION)

 

2

ALL CARPARK LINEMARKING TO BE IN ACCORDANCE WITH THE
DIMENSIONAL REQUIREMENTS OF AS/NZ 2890.1 2004,

ALL LUINEMARKING SHALL BE WHITE, TYPE 1 ROAD MARKING PAINT
80-100mm WIDE, REFER MRS 1.45 SPECFICATIONS.

EXISTING LINEMARKING TO BE REMOVED BY EITHER MACHINE
GRINDING OR SAND BLASTING METHODS

DISABILITY CARPARK LINEMARKING SHALL BE YELLOW AND SLIP
RESISTANT IN ACCORDANCE WITH 4S7890.6

WHEEL STOP SETOUT To AS7890.1

ALL SIGNS TO BE REFLECTORISED CLASS 1 TO ASIT43 UNLESS
NOTED OTHERWISE

SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES:
TO EDGE OF SIN:

 

 

 

 

g = NO KERB = 600mm BEHIND GUIDE POSTS
3 BARR KeRD Soom FROM FACE OF KERB
ROUNTABLE eas = S00nn FON FACE OF ERD
20m
s i
' Ss ony | |
#
5
| 5 WORT
8S

PWD PARKING SIGN
NTS

 

 

04 2 3 4 5m HO ot AT

1200 at A3

 

‘FOR APPROVAL

 

 
 
  
  

 

“nendnert i

 

(lent ETH BUTLER ) (Peston

HT [Deen AER

 

Project: PROPOSED INDUSTRIAL BUILDING deoroved:

LOT 15 VENTURE DRIVE,

 

 

NOOSAVILLE

GAVIN EVANS 7 RPEQ, 805%

 

 

 

a (bate JOLY 2016 [sraie AS NOTED
SIGNS AND LINEMARKING PLAN Job Ref No: Drawing No:[ Issue:
SC-5763 Co40 | A