Engineering Plans_1303-10 - 21 · OPW15/0142

         Civil, Environmental &
         Hydraulic Engineers




LEGEND




 SW



 RW


[OCR of page images]
 

 

BIORETENTION &
SWALE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT | EASTING | NORTHING } LEVEL DESCRIPTION
1 | 834.622 | 1136.789 | 108.059 LIP LEVEL MID PIT
2 | 835.264 | 1131.194 | 106.370 LID LEVEL
3 | 836.442 | 1122.248 | 106.310 CORNER BIO BERM TOP
4 | 836,782 | 1120.875 | 105.710 CORNER BIO SAND
5 | 836.944 | 1120.778 | 105.750 IL 2006 PIPE OUTLET
6 | 839.644 | 1119.149 | 105.750 IL 1508 PIPE OUTLET
7 ‘| 840.848 | 1118.420 | 105.710 CORNER BIO SAND
8 | 842.222 | 1118.762 | 106.310 | CORNER BIO BERM TOP
9 | 838.202 | 1114.319 | 105.710 | JUNCTION BIO & SWALE
10 | 836.976 | 112.000 | 105.710 CORNER BIO SAND
11 | 837.316 | 110.627 | 106.310 CORNER BIO BERM TOP
12 | 831.536 | 1114.13 | 106.310 CORNER BIO BERM TOP
13 | 832.909 | 1114.453 | 105.710 CORNER BIO SAND
14 | 835.459 | 1114.083 | 106.010 |CONC EDGE LEVEL & PIT CENT
15 | 858.500 | 1101.899 | 106.150 | SAND LEVEL SWALE CORNER
16 | 960542] 1099305 | 106.190 SAND LEVEL SWALE END
17 | 846.700 | 1125.765 | 106.500 |CONC EDGE LEVEL & PIT CENT
18 | 836.257 | 1094.945 | 106.800 | IL 300¢ PIPE OUTLET
19 | 823.425 | 163.548 | 106.690 LIP LEVEL MID PIT

LEGEND

 

 

 

 

PROPOSED RAINWATER
RAINWATER TANK

PROPOSED BIORETENTION BASIN
LOCATION TO DETAILS ON PLAN 21

sw—— — PROPOSED PVC STORMWATER PIPE

PROPOSED FRC STORMWATER PIPE
PROPOSED ROOFWATER PIPE

—_--—_--— _ PROPOSED KERB EDGE

 

ROADSIDE GULLY PIT WITH PRE
ENTRY

TYPE 2 600x600 PIT WITH ELEVATED
GRATE.

PROPOSED ASPHALT SURFACING

PROPOSED CONCRETE FOOTPATH

PROPOSED FINISH LEVEL

DIRECTION OF SHEET FLOW

STONE PITCHED BASIN OVERFLOW

PROPOSED TOP OF 1IN3 TO ‘IN 4
LANDSCAPED BATTER

— PROPOSED TOE OF BATTER

LL:108.93
05.38

SAG PIT WITH 1.2m LINTEL
TO STD PRG IPWEAQ D-0063

oO
Oo
°

 

1.5sqm 200 ROCK SPALLS
SCOUR PROTECTION

 

 

 

 

+2008 RIVER STONE
VEE CHANNEL 1.0
WIDE 0.1 DEEP
OVER GEOTEXTILE

 

 

 

 

3006 PRECAST HEADWALL &
3sqm 200% ROCK SPALLS
SCOUR PROTECTION

\

 

 

 

 

 

\]VEE_CHANNEL 1.0
\|WIDE 0.1 DEEP

 

2008 RIVER STONE

 

 

\\\LOVER_GEOTEXTILE

 

 

600x600 PIT WITH L/DUTY GALVANIZED
GRATE, TO STD DRG IPWEAQ D-0050

 

TYPE 2 & DETAILS ON PLAN 21

 

 

1500@ PRECAST HEADWALL
& 0.5sqm 200% ROCK
SPALLS SCOUR PROTECTION

 

 

 

 

 

200¢ RIVER STONE.
VEE CHANNEL 1.0
WIDE 0.1 DEEP

 

 

‘OVER _GEOTEXTILE

YY NES SYN .

 

 

200% RIVER STONE VEE
CHANNEL 1.0 WIDE 0.1 DEEP

 

 

OVER _GEOTEXTILE

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i! 6/41. Sunshine Beach Road

= Phone 54749081, Fax 54749041

www.callaghonandtoth.com.au

 

designed | ADT datum AHD DERIVED

 

drawn MM

 

 

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

 

approved

 

 

SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE 54 426 121

_———
project

PROPOSED KABARA HOSTEL
EXTENSION, 20 TOPAZ STREET
COOROY

ld

($$ <~r
Client

NOOSA COUNCIL

TS)

—————————————————
title

STORMWATER DRAINAGE PLAN

DS
_————

LOT 102 on SP236318

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

 

ee
SCALE BEFORE REDUCTION (A3)
SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE

 

 

THIS DRAWING USE ONLY DIMENSIONS PROVIDED.

REVISIONS

revision
A | PRELIMINARY ISSUE

FILES

 

COMPUTER DIRECTORY

 

X\JOBS\CT\...

 

 

FOR APPROVAL

 

Sheet 10 of 12 sheets

 

 

drawing number

1303-19

 

 

 

\ date JULY 2015 J