Approval Plans OPW16-0203.01 pdf

          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0203 5 DEC 2016
                         Subject to further
                        design and approval


[OCR of page images]
 

 

ROADWORKS AND DRAINAGE NOTES
1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL STANDARD DRAWINGS AND PLANNING SCHEME POLICY PSPOS.
2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND MAIN ROADS DEPARTMENT PERMITS PRIOR TO COMMENCING WORK.

3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR RECTIFICATION 3.
OF ANY DAMAGES TO EXISTING SERVICES WHICH MAY OCCUR. THE LOCATION OF EXISTING SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY.

4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY HOUSEHOLDERS EITHER BY DUST, NOISE, FLOODING, SILTATION OR DISCONNECTION OF SERVICE.

5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY BE VARIED AS REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION AND THE CONTRACTOR SHALL INCLUDE THE
COST OF THIS WORK IN THE TENDER PRICE. WHERE NEW WORK JOINS EXISTING, THE EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300mm TO ENSURE A NEAT JOIN. THE WORK 5.
SHALL TRANSITION NEATLY WITH THE PAVEMENT SO THAT THE DEVIATION FROM THE LINE OF 3.0m STRAIGHT EDGE SHALL BE NO GREATER THAN 10mm.

6. ALL FILL AREAS SHALL BE CLEANED OUT TO SOLID AND INSPECTED BY THE SUPERINTENDENT BEFORE FILL IS PLACED.

7. ALL ALLOTMENT EXCAVATION AND FILLING SHALL BE COMPACTED TO NOT LESS THAN 95% DENSITY RATIO (TO AS 1289-5.1.1 - STD. COMPACTION)
8.

9.

 

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FENCE LOCATION
BY OTHERS

BOUNDARY

     
 
  
  
  
 

- SITE 3 -
RL104.35

 

NEW-DRAIN,

 

APPROXIMATE LOCATION OF PROPOSED
UNDERGROUND ELECTRICAL.
REFER ELECTRICAL ENGINEERS DRAWINGS

 

 

NOOSA COUNCIL
APPROVED PLAN

OPW16/0203 5 DEC 2016

FENCE LOCATION ==
a

BY OTHERS N\
0.30m

10. 80% GRASS COVERAGE MUST BE ESTABLISHED BY THE “OFF MAINTENANCE” INSPECTION
11. ALL STORMWATER PIPES 375% UNLESS SHOWN OTHERWISE
12. ALL INTERNAL DRIVEWAYS TO HAVE 1:14 MAX GRADE TO EDGE OF PAVEMENT/CONCRETE IN ACCORDANCE WITH AS/NZS 2890.1-2004 AND/OR AS/NZS 2890.2-2002

13. THE STORMWATER PIPE CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY.
CLASSES IF NECESSARY, IN ACCORDANCE WITH AS3725-2007.

DEVELOPMENT
BOUNDARY

3.0

 

SECTION
SCALE (A1h
SCALE (A3):1:200

 

ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED AND THE CONDUITS RODDED AT THE PRE-SEAL INSPECTION WITH COUNCILS ENGINEER.
FOOTPATHS SHALL BE TRIMMED AND ROLLED PRIOR TO PLACING OF 75mm (MIN COMPACTED THICKNESS) OF APPROVED TOPSOIL AND GRASS SEEDING OR TURFING AS DIRECTED.

THE CONTRACTOR SHALL ASSES ANTICIPATED CONSTRUCTION LOADS AND UPGRA\

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LANDSCAPE BUFFER

- TRADING POST ROAD -

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APPROXIMATE LOCATION OF EXISTING

UNDERGROUND COMMS AND ELECTRICAL.

CONTRACTOR TO CONFIRM DEPTH AND

 

 

 

 

 

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PB

- SITE 12 -

CONCRETE SLEEP RETAINING WALL
REFER DETAIL ON DRG 16-001014-105

 

 

 

CONCRETE SLEEPER RETAINING
WALL BY OTHERS (TYPICAL)

  
 
  

- SITE 33 -

2.0m WIDE CONCRETE FOOTPATH WITH HANDRAILS.
REFER DRG 16-001014-121 FOR LONGITUDINAL SECTION

MAX. 1 IN &
TURFED BATTER

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%
BE
a8

   
   
  
 

 

SCALE (A1): 1:100

 

2
&

  

SECTION
SCALE (ATI: 1100
CALE (A3) 1:20

 

  

   

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SECTION

SCALE (All 100 \ 402)

5.00m TURFED ©

OVERLAND FLOW PATH FENCES BY OTHERS

oo @)

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ee
S © LOCATION ON-SITE PRIOR TO COMMENCEMENT
OF VERGE WORKS.
iS 3.0m
2.0% MIN. LANDSCAPE BUFFER = _ TRADING POST ROAD -
_- L| . lS ae —_— ee er ee _
3 EXISTING KERB
3
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a8 SECTION (8)

wa)

   
   
  
 
 

(TYPICAL)

    

BUND MINIMUM 0.50m
DEPTH TYPICAL

 
     
 

(<
X02

   
  

   
 
  

0.3-0.5m HIGH BUND AT 1 IN 2 MAX
TO DIRECT FLOW ALONG BOUNDARY
TOWARD STORMWATER PIT 11/T

SLOPE VARIES

ROOFWATER NOTES

SET OUT POINT FOR DRAINAGE STRUCTURES IS TO THEIR GEOMETRIC CENTRE.
ROOFWATER PITS SHALL BE IN ACCORDANCE WITH I.P.W.E.A.Q. STD. DRG. D-0110.
HOUSE CONNECTIONS EXCLUDING INSPECTION PITS SHALL BE LOCATED 4.0m UPSTREAM OF THE SIDE

BOUNDARY UNLESS SHOWN OTHERWISE.

ROOFWATER DRAINLINES SHALL BE BEDDED AND SURROUNDED WITH SAND TO 100mm ABOVE THE CROWN OF

PIPE.

HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0m PAST ADJACENT SEWER LINES.
ROOFWATER DRAINAGE PIPES TO BE uPVC (100% CLASS SN6, >150% CLASS SN4), OR FRC CLASS 2 WITH

RUBBER RING JOINTS.

 

CAUTION !!
UNDERGROUND
ELECTRICAL CABLES

UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING

 

 

CAUTION !!
UNDERGROUND
TELECOMMS CABLES

UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.

 

 

 

7. MINIMUM COVER TO PIPES TO BE 450mm UNLESS SHOWN OTHERWISE AND TO SUIT FINISHED SURFACE LEVEL. CONTACT SUPPLIER FOR CABLE
8. ENDS OF PIPES AND STUBS TO BE CAPPED. LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.
ee CAUTION !!
1 IN 4 TURFED BATTER FOR MIN. 0.25m HIGH OVERHEAD
FOR REDIRECTION OF FLOW ALONG SITE ECTRICAL CABLES
BOUNDARY TO STORMWATER PIT 1/15 ACOUSTIC FENCE BY OTHERS. ERHEAD ELECTRICITY CABLES
THE PIPE REFER SOUND ENGINEERS PLANS TIN THIS VICINITY, CONTACT
FOR HEIGHT AND DETAILS ENERGEX WHERE CABLE
2.0m WIDE CONCRETE FOOTPATH oo a LEARANCE IS COMPROMISED BY
IN ACCORDANCE WITH N.S.C. a = MACHINERY.
~ ELM STREET - STANDARDS =
ee i ~ i” 2.50m
SLL [TT TANDSCAPE BUFFER

APPROXIMATE LOCATION OF EXISTING
UNDERGROUND TELSTRA. CONTRACTOR TO
CONFIRM DEPTH AND LOCATION ON-SITE PRIOR
TO COMMENCEMENT OF VERGE WORKS (TYP).

Subject to further

design and approval

    
 

‘\Onue AREA OF FILLING TO ALLOW

FUTURE AGED CARE SITE TO DRAIN

FREELY TOWARD NORTHERN CORNER.
REFER DRG. 16-001014-104 FOR DETAILS

 

 

 

 

 

 

 

 

 

 

 
  
  
 
 
 

SECTION
SCALE (Atk

ne wit

MAX. 1 IN 4 TURFED BATTER

- SITE 10 -

SECTION

BUND TO BE MIN. RL107.785 TO ENSURE NO
OVERFLOW INTO DOWNSTREAM SITE AND TO
DIRECT OVERFLOWS TO TRADING POST nn \

 

 

 

CONCRETE SLEEPER RETAINING WALL BY
OTHERS. NO ALLOWANCE FOR ACOUSTIC
FENCE DESIGN.

BUND TO BE MIN. RL 107.785
TO ENSURE NO OVERFLOW
INTO DOWNSTREAM SITE.
REFER SECTION G

 
 

STRUCTURE 11/T
DEPRESSED MIN. 600mm.

 

 

 

 

(F
SCALE (ati: 1100 \ao2J

SCALE (A3):1:200

PB

- TRADING POST ROAD -

 

 

 

 

SECTION

1 IN 4 TURFED BATTER FOR MIN. 0.25m HIGH
FOR REDIRECTION OF FLOW ALONG SITE
BOUNDARY TO STORMWATER PIT 1/15

2.0m WIDE CONCRETE FOOTPATH
IN ACCORDANCE WITH N.S.C. ¢
STANDARDS

 

ELM STREET FOOTPATH HAS
BEEN DESIGNED TO ENSURE

COVER IS NOT REDUCED OVER
EXISTING TELSTRA CONDUITS

SECTION
SCALE (A

 

 

   
   
   
   

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EXISTING “o”

(6
SCALE (AT: 1100 (402)

SCALE (A3):1:200

    
   
 

FULLY TURFED BATTER,
MAX 1 in 2, TO EXISTING
TOP OF BANK TO ENSURE
NO PONDING

- FUTURE AGED CARE SITE -

 

 

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