Tod Consulting Cooroy Noosa Rd design

3.

 
  

 

 
 
  

  
 

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es

     
   
 
 
 
 

 

9150 CCA POSTS
IN 9600 CONCRETE PADS
WITH REFLECTORS

KERB _LINE

 

 

 

 

 

 

 

 

 

 

WIRE OR
DIRECTION

 

 

 

 

  

 

25x25. ARRIS. 150
8] _-2.0%1,
DNR tog *
8
SELECTED FILTER
MATERIAL AS PER
z COUNCIL SPEC.
=
s —— TYPE A OR B
3 CLEANING
CONNECTION
___ 100 6 SLOTTED
CORRUGATED P.V.C.
PIPE
NOT TO SCALE
DISTURBED AREA
STEEL MI — POSTS DRIVEN
eH 600MM INTO
OF ¥ » ROUND
GEOTEXTILE FILTER

 

‘A TEMPORARY BARRIER OF A PERMOUS MATERIAL
(GEOTEXTILE) USED TO INTERCEPT SEDIMENT LADEN
RUNOFF. THESE ARE USUALLY LOCATED ON THE CONTOUR
AND NOT USUALLY INTENDED TO INTERCEPT
CONCENTRATED FLOWS. CONTRIBUTING DRAINAGE AREA
UMITED TO 1 SEDIMENT FENCE PER HA. OF TOTAL
CATCHMENT.

iti ze
Fast thew" Bie level. 23

|
\ PROVIDE SIGNPOSTING FOR
STATING "REAR TO KERB
ANGLE PARKING BAYS

58

Existing Valve
fgised to new_su

 

FOR

\ #1050
crs 00@ «1050 CATCH PIT JON NEAL 10° AO
Se a STORES Uo 11050 MANHOLE Se at 102:
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VEHICLES

At Cooroy

EARTHWORKS NOTES

CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OP FILLED. ALL RUBBISH
INCLUDING DEBRIS FROM CLEARING IS TO BE DISPOSED IN ACCORDANCE WITH THE STANDARDS
OF THE LOCAL AUTHORITY BURNING WiLL NOT BE ALLOWED

ALL ORGANIC MATERIAL, TOPSOIL, AND UNSUITABLE SUBGRADES ARE TO BE STRIPPED FROM
THE AREA TO BE FILLED AND REMOVED FROM THE SITE EXCEPT THAT SUFFICIENT TOPSOU IS
TO BE RETAINED FOR RESPREADING TO A MINIMUM DEPTH OF 100mm ALL OVER THE SITE
AFTER FILLING TO LEVEL WITH IMPORTED FILL, AFTER STRIPPING AS ABOVE THE WHOLE SITE
IS TOBE COMPACTED AND PROOF ROLLED TO THE SATISFACTION OF THE GEOTECHNICAL
CONSUL TANT PRIOP TO PLACING OF IMPOR TED FILL

FILLINGS TO BE CARRIED OUT IN CONTROLLED LAYERS NOT TO EXCEED 200mm DEPTH BY
2500 n°, EACH LAYER IS TO BE COMPLETELY COMPACTED TO A MINIMUM OF 95% RELATIVE
DRY DENSITY FOR COHESIVE SOILS OR A MINIMUM DENSITY INDEX OF 70 FOR
NON-COHESIVE SOUS AND TESTED AND APPROVED BY THE GEOTECHNICAL CONSUL TANT
PRIOR TO THE PLACEMENT OF THE NEXT LAYER. THE TOP 300mm OF THE ROAD SUBGRADE IS
70 BE COMPACTED TO A MINIMUM OF 98. RELA TIVE DRY DENSITY.

THE WHOLE OF THE MATERIAL IN ANY PARTICULAR LAYER SHOULD BF HOMOGENOUS, AND IF
NECESSARY SMALL QUANTITIES OF FILL DIFFERING FROM THE REST SHOULD BE SPREAD AS A
THIVLAYER OVER THE WHOLE SITE AND INCORPORATED INTO A FULL LAYER INA CUT/FILL
SITUA TION THE GEOTECHNICAL CONSUL TANT MAY DIRECT THAT ANY EXISTING SOIL WITHIN
600mm OF THE FINISHED SURFACE LEVEL BE REMOVED AND REPLACED WITH Fil EQUIVALENT
70 THE GENERAL FILL MATERIAL. THE MA TERIAL SO REMOVED MAY, IF IT OTHERWISE MEETS
THE SPECIFICATION, BE USED AS GENERAL FLL AS ABOVE

IMPORTED FILL IN ALLOTMENTS 1S TO CONSIST OF HOMOGENOUS MATERIAL CONTINUDUSL ¥6,
GRADED WITH A MAXIMUM PARTICLE SIZE OF 100mm, A MAXIMUM LINEAR SHRINKAGE OF 8
AND A MOISTURE CONTENT BETWEEN -2 % TO «2 OF OPTIMUM MOIS TURE CONTENT AT THE
TIME OF COMPACTION. IMPORTED FLL IN ROADWAYS IS TO CONSIST OF HOMOGENOUS
MATERIAL CONTINUOUSL Y GRADED WITH A MAXIMUM PARTICLE SIZE OF 100mm, & MINIMUM
CBR OF 8, AND A MOIS TURE CONTENT BETWEEN -2% TO «2% OF OPTIMUM MOIS TURE
CONTENT AT THE TIME OF COMPACTION.

ALL WORK IS TO BE IN ACCORDANCE WITH AS 3798 “GUIDELINE ON EARTHWORKS FOR
COMMERCIAL AND RESIDENTIAL DEVELOPMENTS” ALL TESTING AND INSPECTIONS ARE TO BE
CARRIED OUT BY A HATA CERTIFIED LABORATORY APPOINTED BY THE GEOTECHNICAL
CONSUL TANT IN ACCORDANCE WITH LEVEL TWO TESTING AS SET OUT IN APPENDIX B OF

AS 3798,

ALL “UNCONTROLLED FILL” IDENTIFIED ON SITE TO BE REMOVED TO NATURAL SURFACE LEVEL
AND, IF SUITABLE, REUSED AND PLACED AS SPECIFIED ABOVE.

 

 

 

 

  

 

 

  

 

ROUNDED TOP

750

 

750

 

 

 

 

 

600 NN MASS CONCRETE PAD

 

PROMDE SIGNPOSTING F(
STATING "REAR TO
ANGLE PARKING BAYS

FOR CONTINUATION, REFER TO LEES (CH) CONSULTANTS
HYDRAULIC DRAWING, 4.2717-06-01

ANGUS LODGE EasTNGA,
2 Caicos

dl

KERB’

Noosa

GENERAL ARRANGEMENT PLAN

 

VEHICLES
oR ALL

  
   
    
  
  
    
 

 

   

f— a
EXIST, 930% SOQ

AD wi eS 0
MIN 600

ee MY V7)
Sir wou

 
  
   

 

   
 

 

Existing Vegetation STANDARD NOOSA COUNCIL

PRE ENTRY PIT
SL 103.85,
iL 103.002

Road

Manhole
Uf

y}
ise CLASS 2 AT 4.0%

61050 MANHOLE
SL 103.05
iL 102.19

    
    
       
       
   
  
 

    

 

ist Stormwater gB

pt rd
Existing Carramar Entry sign

e--7
EMPTRAP™ precast AL WITH ¢
Indicative line of Lé _2m-ROCK SCOUR PROTECTION i

 

Scale 1: 250
ae DENOTES EXISTING LEVEL
a)
e DENOTES DESIGN SURFACE LEVEL
?

 

UNDERGROUND SERVICES

THE CONTRACTOR IS TO ACCURATELY
LOCATE ALL SERVICES INCLUDING FIBRE
OPTIC CABLES, WATER MAINS, TELSTRA
CABLES AND ELECTRICAL CABLES, PRIOR
TO COMMENCING WORK ON SITE.

 

cor
repre
cons

cen

 

PRG
iced vtbut The wetien permission of

bal be tr eT
{acid ar tse A {For Contructon i Shon st the Urowiag Record Prelinvery ei
a

‘These drawings and the design thereon ore copyright and shall nat be oe
ig gn heen ore opt

STRUCTION, Thasa drawings shall not be used for construction unht nated ox leu}
‘Consritin” on fhe Drowng Record. with Subeagie revnene Fy ae

rau

  

IMNURY_DETALS: Datos. otad 08 Pratninary unt sue T: (Tender of
be merked” 12

RAL NOTES: Refer Droving No 1

 

 

 

 

o> SEDIMENT FENCE

 

"PRECAST HEADWALL WTH

2m

RCP IL 102.157
i

ROCK SCOUR PROTECTION

   

    
   
 
  
  
     
 
 

 

  

   

 

 

 

 

 

 

SEDIMENT / EROSION CONTROL,

1. ALL AREAS SUBJECT TO FILLING TO BE TOPSOILED AND GRASS-SEEDED AS DIRECTED BY THE ENGINEER UPON
COMPLETION OF EARTHWORKS.

2. SEDIMENT FENCES/FILTER DAMS SHALL BE ERECTED AS DIRECTED BY THE ENGINEER UPON COMMENCEMENT OF

EARTHWORKS AND SHALL BE MAINTAINED UNTIL GRASS COVER IS ESTABLISHED TO THE SATISFACTION OF THE

ENGINEER, SEDIMENT FENCES SHALL BE APPROVED SILT FENCE MESH ANCHORED BY STAR PICKETS AT MAXIMUM

2.0! CENTRES.

MESH COVERS SHALL BE PLACED OVER FIELD INLETS PIT GRATES AND APPROVED AGGREGATE FILLED FIL TER

BLOCKS SHALL BE PLACED IN ALL Si VTRY PIT INLETS AND MAINTAINED IN POSITION TO PREVENT SILT ENTRY

70 DRAINAGE SYSTEMS UNTIL REMOVAL IS APPROVED BY THE ENGINEER

 

 

 

AT THE COMPLETION OF THE FILLING TO WITHIN 100MM OF THE FINISHED SURFACE LEVEL, A LAYER OF
TOPSOIL IS TO BE SPREAD OVER THE WHOLE OF THE EXPOSED EARTHWORKS AND LIGHTLY COMPACTED
AND TRIMMED TO THE FINISHED SURFACE LEVEL AND GRASSED BY SEEDING AS UNDER:

JAPANESE MILLET 100KG PER HECTARE

      

 

MAT GRA 20KG PER HECTARE
‘OUCH GRA 10KG PER HECTARE

   

RYE GRASS 10KG PER HECTARE
FOLLOWING SEEDING THE SURFACE IS TO BE LIGHTLY HARROWED OR CULTIVATED TO IMBED THE SEED IN
THE SOIL THE CONTRACTOR IS TO MAINTAIN THE GRASSED AREAS SO THAT AT THE COMPLETION OF THE
MAINTENANCE PERIOD AT LEAST 75% OF EACH & SQUARE METRES HAS A DENSE LIVING COVER,

5. SEDIMENTATION CONTROLS SHALL COMPLY WITH REQUIREMENTS OF “SOIL EROSION AND SEDIMENT
CONTROL” - LE. AUST. ENGINEERING FOR QUEENSLAND,

 

 

STORMWATER DRAINAGE

ALL WORK I5 TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB
SPECIFICA TION AND TO THE STANDARDS OF, AND TO THE APPROVAL OF THE
NOOSA COUNCIL AND THE ENGINEER.

PAVEMENT NOTES:

(CONFIRM PRIOR TO CONS

 

TRUCTION)

    

MINIMUM COMPACTED DEP TH 30mm ON HOT BITUMEN
PRIMER @ 101 /n?

N

THE CONTRACTOR IS TO LOCATE AND LEVEL ANY EXISTING SERVICES BEFORE
COMMENCING WORK AND IS TO REPORT ANY DISCREPANCIES TO THE ENGINEER

 

   

 
    

   

FORE PROCEEDING
“ eo UNBOUND PAVEMENT TYPE 23.
3. STORMWATER PIPES ARE TO BE THE SIZE AND CLASS SHOWN ON THE PLAN MIN. COMPACTED THICKNESS: 125mm, HIN, COMPACTION.
S OTHERWISE SPECIFIED TO BE MIN) CLASS “2° PIPE IN A HIN 100% ROD.
(LASS “8” BEDDING. ALL PIPES ARE TO BE RUBBER RING JONTED. THE TYPE ‘SUB-BASE COU!
OF PIPE PROPOSED TO BE USED SHALL BE APPROVED IN ADVANCE BY THE GUND PAVEMENT
ENGINEER, MIN COMPACTED THICKNESS: 125mm, MIN, COMPACTION.
44, MANHOLES ARE TO BE THE SIZES SHOWN ON THE PLANS WITH SOLID HEAVY 100% ROD
DUTY CAST IRON LIDS, PRECAST SYSTEMS MAY BE USED IF APPROVED IN EXTRA PAVEMENT:

 

OUND PAVEMENT TYPE 25.
MIN. COMPACTION: 100% ROD.

MIN. DEPTH TO BE DETERMINED BY THE ENGINEER AFTER
TESTING OF THE INSITU SUB-GRADE.
HEADWALLS MAY BE EITHER CAST IN-SITU OR A PRECAST TYPE APPROVED SUBGRADE:

IW ADVANCE BY THE ENGINEER EARTHWORKS APPROVED BY THE ENGINEER AND
COMPACTED TO MIN, 95% ROD FOR Fil. PLACED TO
WITHIN 300mm OF LEVEL AND 97% ROD FOR THE TOP
300mm BELOW THE FINISHED SUBGRADE LEVEL
TOPSOIL

TOPSOIL IS TO BE REMOVED, STOCKPILED, AND
COVER ALL DISTURBED EARTHWORKS TO A MIN
COMPACTED DEPTH OF 75mm. AND GRASSED.
NOTE

ALL PAVEMENT WORK IS TO BE CARRIED OUT IN
ACCORDANCE WITH QUEENSLAND TRANSPORT TECHNICAL
SPECIFICATION NOS. 1108, 1105 AND 1109.

ADVANCE BY THE ENGINEER,

   

 

&

SIDE ENTRY PITS ARE TO BE AS SHOWN ON THE PLANS WITH ALL EXPOSED
COMPONENTS PRECAST WITH HEAYY DUTY LIDS

 

 

UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL STORMWATER
DRAINAGE WORKS ARE TO BE IN ACCORDANCE WITH THE QUEENSLAND
DEPARTMENT OF TRANSPORT SPECIFICATION MRS1103 (DRAINAGE, RETAINING
STRUCTURES AND PROTECTIVE TREATMENTS)

  

 

LUSED TO
uM

   
 

ALL STORMWATER PIPES ARE TO BE PEGGED ON THE GROUND AND
APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.

 

GENERAL NOTES:

ALL WORK ON THIS CONTRACT IS TO BE
CARRIED OUT IN ACCORDANCE WITH THE JOB
SPECIFICA TIO AND TO THE SATISFACTION OF
THE LOCAL AUTHORITY AND THE ENGINEER,

 

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

   

CONDUIT LOCA TIONS IF SHOWN ON THE PLANS
ARE PROVISIONAL ONLY AND THE CONTRACTOR
15 TO LIAISE WITH THE ENGINEER, TELSTRA AND
THE ELECTRICAL CONSUL TANT FOR THEIR FINAL
PLANS IMMEDIATELY PRIOR TO LAYING ROAD AND
FOOTPATH CONDUITS.

 

   

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 ONL Y FROM APPROVED REFERENCE
PEGS AND LEVEL BENCH MARKS.

 

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

6, CLEAR ALL VEGETATION FROM THOSE AREAS TO
BE EXCAVATED OR FILLED IN OTHER AREAS
WHERE CLEARING IS SPECIFIED, SELECTED
CLEARING ONL ¥ 1S TO BE CARRIED OUT BY

ETAINING THOSE TREES MARKED BY THE

ENGINEER AND LEAVING THE AREA INA

CONDITION SUITABLE FOR SLASHING,

 

 

 

2. THE CONTRACTOR IS TO PRESENT UP THE JOB
FOR ON- MAINTENANCE AND OFF-MAINTENANCE
INSPECTIONS WHEN DIRECTED BY THE ENGINEER
WITH ALL PIPES, ROADS AND ALLOTHENTS FREE
OF RUBBISH OR SIL T AND WITH FOOTPATHS AND
PARK AREA SLASHED OR MOWN, AND
UNDERGROUND SERVICES OPENED FOR
INSPECTION

 

  
  

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

  

ALL CONSTRUCTION IS TO BE SET OUT BY THE
CONTRACTOR FROM PEGGING OF ROAD
CENTRELINE, MANHOLE POSITIONS, LOT STAKING
AND TBMs PROVIDED BY THE PRINCIPAL'S
LICENSED SURVEYOR

D | 6.4.06 STORMWATER OUTLETS REVISED
C | 7.12.05 TENDER ISSUE

B | 22.9.05 REVISED TO N.S.C. REQUIREMENTS
A |14.6.05 REVISED FOR N.S.C. APPROVAL
issue | Dote | Drawing Record

PROJECT

PROPOSED VISITOR
CARPARKING
ARRANGEMENTS
CARRAMAR NOOSA
COOROY NOOSA RD

 

 

DRAWING TITLE

CARPARKING

GENERAL
ARRANGEMENT

 

 

ASSOCIATED CONSULTANT

SIGHT SURVEYS
ABN 37644701916

12 Piccabeen Street Doonan

PO Box 1024 Tewantin Q4565

Ph 54491023/Fax 54491883, Mob 0412603286

 

 

TOD NOOSA

CONSULTING ENGINEERS

Structural = Civil

 

SPMR PTY. LTD.
ABN. 63 095 134 991
20 Mary Street, Noosaville

P.0, Box 233, Noosa Heads. O4567
Phone (07) 5449 9600 Fax (07) 5449 9494

 

 

 

 

 

EMail: [email protected]

[Jdesion [Drawn [Date
M. RYAN A. VENES! JUNE. 2004

saa aa Le
1: 250

[Sheet Ne. |Approved: [Datum

Lot 2 AHD

a baa fare

Ae eL0