Compiled Approved Plans - 132006.1165.02

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i GRADE TO RUBBLE PITS ON SITE TO BE 1%

 

1. SEWERAGE

1. Sewerage plon to be in accordance with Council prepared plan.

2. STORMWATER

a) Stormwoter to be discharged to Council approved dischorge point
b) position of stormwater lines os per Council requirements.
c) Maximum roof areo stormwater discharge per specified

Downpipe or stormwater drainage pipe /shape.

100x75 OP: 50m SQU ROOF AREA
90mms OP: SQm SQU ROOF AREA
100mm¢ OP: 60m SQU ROOF AREA

125m SQU ROOF AREA. MIN GRADE 1:100 ( @ 6 litres/sec)
“170m SQU ROOF AREA. MIN GRADE 1:100 ( @ 8 litres/sec)
525m SQU ROOF AREA. MIN GRADE 1:100 { @ 20 fitres/sec)

90mme PVC S/W PIPE:
100mme PVC S/W PIPE:
150mm¢e PVC S/W PIPE:

3. EARTHWORKS

a) Cut and fill indicated on plan may vary at construction stage ond
builder is to verify and adjust os required,

b) Any variation at construction stage is to comply with Council
policy on earthworks/drainage for residential sites.

c) Site works indicated on this plan are for construction purposes
only. It is the clients responsibility to carry out all londscoping.

4. RETAINING WALLS , ,

a) All retaining walls are to comply with Council policy on retaining
walls and embankments on residential building sites.

b} Position of retaining wall mays vary and must be verified by
builder prior to commencement.

c) Any variation ot construction stage to comply with Council policy.

d) Retaining walls by owner unless otherwise noted.

5 CONTOURS AND LEVELS :

a) Contours and levels shown on plan are token from levels supplied
by coitour surveyor and no responsibility is taken for accuracy
or cut and fill levels.

6. SITE SETOUT

0) All boundary clearences shown are to be verified by builder at
setout and prior to any construction commencing.

b) Any variation to setout dimensions must remain within council
requiremenis.

c) It is recommended that o licenced surveyor be engaged to
set out the building.

7 FENCING

a) All fencing to be by owner unless noted otherwise on plan
or specifications. :

8 GENERAL

: Do not scale off plan, figured dimensions take preference.

b) Owner to verify all dimensions ond levels on plan before
commencement of job and no responsibility is token
ofter starting.

NOTE: STORMWATER DRAINAGE CALCULATED FOR
BUILDING ROOF AREAS AND OR PAVED AREAS
SHOWN ON THIS PROPOSED DEVELOPMENT ONLY,
AND MAY NOT BE ADEQUATE FOR ANY
SUBSEQUENT ROOF OR PAVED AREAS.

MIN 100x75 DOWNPIPES ( EACH 10 DRAIN MAX 40.00m SQU
ROOF me DISCHARING INTO 100mmé S/W DRAINAGE
PIPEWORK (EACH RUN CARRYING MAX CAPACITY OF 8 litres/sec)

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FINISH RETAINED

BLOCKWORK 70 HAVE NATURAL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

%5.088m 184° 20° 40" °.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SEAVIEW TERRACE

 

 

 

 

 

 

 

 

 

 

 

PROPOSED SITE PLAN

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5204 | 19000 §000 | 2100 | 3900
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PROPERTY DETAILS

LOT NUMBER: 1

RP/SP NUMBER: 81810:

PARISH: WEYBA

COUNTY: MARCH

AREA: 531

LOCAL AUTHORITY: | NOOSA SHIRE COUNCIL
SITE ZONING: N/A

PRECINCT: N/A

 
     
     
     
     
    
 

  
 

 

 

 

 

 

 

 

 

 

 

 

Roofed Area
Unroofed Area =

Total Area

C) HARRIS

= 168.33 sq.m.
69.63 sq.m.

= 237.96 sq.m.

Site Coverage = 237.96 / 531 = 44.8%

NOOSA SHIRE COUNC
IL
PLANS APPROVED

sionsrune( Zee

DATE: wb POE

 

 

 

 

 

 

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