Approved Plans MCU16-0087 & OPW16-0159

           -

   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