Updated Stormwater Management Plan · 132007.1841.7

 
 

 

Approxit

Plotte

 

+ \\% S
2 \ S

imate Alignment only
d from records

1X 375RCP

 

COMMON PROPERTY (ROAD)

 

 

’
tot IL:2.48

 

 

1X 450RC

 
 

ormwvater Pi
nerete lid

 

278°50'50" 53.876

    

 

 

  

Xo

 

 

 

 

 

    

°
SEWER MAIN 300mm@

 

only

 

Approximate Align
Plotted from record

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i Sor a *
~ unable
| 5
BO
Bs |
oN
j N Sr}
| g io = 4
| N |
KAN d S sp230643
So s a
| Wa a 7 2
j 8 | A 585m
@ wo m |
ES & |
| 8 z oS

  

 

 

 

s
.
| S 98°50'50" &
|
A

54.35

STORMWATER DRAINAGE

CONCRETE PAVEMENTS

FINAL PAVEMENT DESIGN IS BASED OF A MINIMUM SUB-GRADE CBR OF 1
3.5 UNDER SERVICE CONDITIONS.

EXCAVATE OR FILL AS NECESSARY TO 375mm (225mm PAVEMENT 2
AREAS)/200mm (100mm PAVEMENT AREAS) BELOW FINISHED DESIGN
LEVELS. COMPACT EXPOSED SURFACE TG 100% S.R.D.0. TO A DEPTH OF
200mm. ALL FILL SHALL BE A MINIMUM CLASS 2.5 MATERIAL

3

BEDDING MATERIAL SHALL BE 4 MINIMUM 150mm (225mm PAVEMENT
AREAS}/100mm (100mm PAVEMENT AREAS} DEPTH OF TYPE 2.3

MATERIAL.

CONCRETE PAVEMENTS SHOULD GENERALLY BE CONSTRUCTED AFTER
COMPLETIGN OF BUILDING CONSTRUCTION, 4

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE HYDRAULICS
CONSULTANT'S DRAWINGS.

ROOF WATER DRAINAGE IS TO BE CONNECTED TG PITS OR PIPES AS
SHOWN ON DRAWINGS IN ACCORDANCE WITH THE HYDRAULICS:
CONSULTANT'S REQUIREMENTS.

UNDERGROUND STORMWATER LINES ARE TO BE CONSTRUCTED USING
uPVC STORMWATER DRAINAGE CLASS 12 PIPE TO AS 1254, ALL
STORMWATER PIPES AND PITS ARE TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S REQUIREMENTS AND RELEVANT AUSTRALIAN

AND LOCAL AUTHORITY STANDARDS.

STORMWATER PITS ARE TO BE CONSTRUCTED IN SITU IN ACCORDANCE
WITH DRAWINGS OR VARIED AS NOTED ON THE DRAWINGS.
PREFABRICATED STORMWATER PITS MAY BE USED SUBJECT TO
WRITTEN APPROVAL FROM THE SUPERINTENDENT. CLASS D HEAVY
DUTY GALVANIZED STEEL GRATES ARE TO BE FITTED IN TRAFFIC
AREAS, CLASS B LIGHT DUTY GALVANIZED STEEL GRATES ARE TO BE
FITTED IN LANDSCAPED OR PEDESTRIAN AREAS UNLESS NOTED
OTHERWISE. ALL GRATES TO COMPLY WITH AS3996 FOR BICYCLE &
WHEELCHAIRS AND TO BE NON SLIP.

LEGEND

anaes EXISTING EDGE GF BUILDING

 

EXISTING OVERHEAD ELECTRICITY
EXISTING UNDERGROUND TELECOMMUNICATIONS
£5. EXISTING SEWER MAIN

EXISTING WATERMAIN

oO EXISTING TOE OF BATTER
EXISTING TOP OF BATTER
EXISTING LOT EASEMENT
EXISTING ROAD CENTRELINE
EXISTING EDGE OF BITUMEN

EXISTING CONTOUR (0.m CONTOUR INTERVAL)

 

DESIGN CONTOUR (0.1m CONTOUR INTERVAL)

 

  
  
      

 

 

 

 

 

 

 

 

 

 

 

&

EXISTING VEGETATION

EXISTING SERVICES
ALL EXISTING SERVICES ARE TO BE

LOCATED BY THE CONTRACTOR PRIOR
TO COMMENCEMENT OF WORKS

PROPOSED NEW BUILDING REFER
ARCHITECT'S PLANS FOR DETAILS

PROPOSED STORMWATER DRAINAGE.

 
 

188°50'50"

 

 

chamber
‘opens out
into gully

29.94

VI ATUM
PM NO, alates

LEVEL DATUM RL. #### AHD DERIVED
SITE COORDINATES E:t##4.071 Noth ##

30 40 50m

SCALE 1500 (A1) _ 1:1000 (A3)
Da NOT SCALE USE ONLY THE DIMENSIONS PROVIDED,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1) |) 1) — EXISTING FENCE
Cent WG ARCHITECTS pew AS NOT FOR CONSTRUCTION
Drawn sov

Project Job Number Drawing Number
7 Ta 7 a ACTROL NOOSAVILLE SITIHP oe ae oa cao,
1» | FoR appRovan auc | Ken | 2009.17 Tite PAVEMENT & STORMWATER LAYOUT PLAN checked | KEM .
Rev Description By | Appa | Date Certiied xem | Certified Rev
THIS GRAWINGIS COPYRIGHT (© DO NOT SCALE DRAWING. ORIGINAL ORAWINGIS AT SIZE. THIS DRAWING IS NOT CONSULTANTS RPEQ No. aan A B

TOBE USED FOR CONSTRUCTION UNLESS THE APPROVED SIGNATURE HAS BEEN ADDED.