Engineering Plans_1303-10 - 21 · OPW15/0142

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

 

PROPOSED ASPHALT
SURFACING EDGE SETDOWN TO

Callaghan & Toth )
rp a 0——+f—0 |

Civil, Environmental &
Hydraulic Engineers

   
    
 
      
    

TURF BATTERS

  

PO BOX 2305

NOOSA HEADS 4567

TUBE STOCK @8/sqmAS PER i! 6/41 Sunshine Beach Road
LANDSCAPE PLAN = Phone 54749081, Fax 54749041

www.callaghanandtoth.com.au
designed [ADI] datum AND DERIVED

drawn | MM - PSM *
checked | AH | Origin (B.M.) RL *

  

 

BIO PLUS SAND WITH 3% ORGANICS
4:50 LONGITUDINAL GRADE

 

 

 

 

 

 

0.1m DEEP COARSE SAND approved
TRANSITION LAYER SURVEYED BY
(0.5mm-2mm)

 

 

MAX WATTERSON é& ASSOCIATES
PHONE 54 426 121

 

 

0.2m MINIMUM DEEP 5-2mm WASHED
SCREENINGS & SLOTTED RIGID SEEPAGE
PIPES & 0.5% MIN GRADE.

 

_———
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

ld

($$ <~r
Client

NOOSA COUNCIL

2x100 SLOTTED RIGID SEEPAGE PIPE.

BIORETENTION SWALE TYPICAL CROSS SECTION
SCALE N.T.S

TS)

—————————————————
title

BIORETENTION DETAIL PLAN

DS
_————

LOT 102 on SP236318

Parish of TEWANTIN
7 County of MARCH
OS NOOSA SHIRE COUNCIL
~ S75 Locality of COOROY

BIORETENTION BASIN 1 PLAN Ld)

(——————T——eererererer
SCALE 1:100 SCALE

 

PIT, PIPEWORK AND OUTLET
WEIR tm WIDE T0 PWEAQ CONFIGURATION AS PER IPWEAQ 0.05 1 15 2 25 Meters 5

WSUD-006 STD DWG WSUD-002 SURCHARGE GRATE LIGHT DUTY "TELLAM SPG 600x600 Soe
NORMAL GRATE & FRAME ON LEGS" MIN 100 GAP TO PIT SCGle ——_SCALE_SHOWN IS ORIGINAL DRAWING SCALE

CONTRACTOR TO MEGAPOXY ALL JOINS 1:100(A3)  B0_NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
BIORETENTION COARSE

SEDIMENT FOREBAY 2000
RIVER STONES OVER REVISIONS
GEOTEXTILE

 

 

 

BIO PLUS SAND WITH 3% ORGANICS WITH TUBE STOCK
@8/sqm AS PER LANDSCAPE PLAN

revision
A | PRELIMINARY ISSUE

     

RL106.31

 

WEIR RL106.16

7.3 OP RL 106.01;

 

 

 

bs

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

———$——J i
i | pil’ SAND_RL1Q5.71 ieeeee
TH HO —s i it 5 i . FILES
0.30
t 200 RIVER STONE VEE CHANNEL 1.0 5 aa DIRECTORY
| Fie ee ee ne a base RL105.11 WIDE 0.1 DEEP OVER GEOTEXTILE :\JOBS\CT\...
TORY
0.20
0.2m DEEP 5-3mm SCREENINGS & 1008 FOR APPROVAL
NON WOVEN GEOTEXTILE LINER TO SLOTTED RIGID PVC SEEPAGE PIPE TO 0.1m DEEP COARSE SAND
WwSUDO001 INLET OF O/F PIT WITH RISERS. TRANSITION LAYER (1mm
ALL TO IPWEAQ WSUD-003 DIAMETER SAND) Sheet 12 of 12 sheets
S ECT O N X-xX drawing number
SCALE 1:50 1303-21
*

 

 

 

 

XK date JULY 2015 yy,