1225_For Approval_A

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

LEGEND
@ APPROXIMATE MAKE 30mm BELOW FL

 

 

 

 

 

 

 

 

 

 

   
 

  

 

 

 

 

 

 

 

 
 

 

 
   
 
    
  

 

 

 

 

 

 

 

 

 

 

( Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305

NOOSA HEADS 4567

i 8/41 Sunshine Beach Road

=> Phone 54749081
www.callaghanandtoth.com.cu

designed [AH datum AHD DERIVED

drawn _| MM PSM. 178243
checked | ADT | Origin (B.M.) RL 108.138

 

 

 

 

 

 

approved
SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE (07) 54 426 121

 

($n
project

PROPOSED 9 LOT SUBDIVISION
AT 55 LAKE MACDONALD DRIVE
COOROY — ERINDALE PARK

ld

_——
Client

VALKEV PTY LTD

ld

ee Or
title

STORMWATER DRAINAGE
LONGITUDINAL SECTION

——_ rd
ee

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

NOOSA SHIRE COUNCIL

Locality of COOROY

Nn

—————
SCALE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

O14 23 25 5 10
SSeS
0 10 20 30 40 50 Meters 100

1:200 VERT SCALE SHOWN IS ORIGNAL DRAWING SCALE
% M WIN
1:2000 HORIZ USE ONLY DIMENSIONS PROVIDED

 

 

REVISIONS

A | ISSUED FOR APPROVAL

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT PRJ N PRG\1225 30 LOTS LAKE MAC

 

 

 

 

DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAl

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FOR APPROVAL

 

 

 

STRUCTURE Ss
NAME No = = < <x < 3S < <
= = =| sa] oa = {8 a 3

STRUCTURE & & ge} | 3 33 3

DESCRIPTION é é é| 8] Siz 3/2 2|z

PROPOSED HGL
FINISH SURFAC PROPOSED _HGL
[FINISH SURFACE

PIPE SiZEmm (Class) 225(U) 300(2)_}_ 300/2) x 300 CBC 300 (RCBO) x 300 (RCBO
PIPE GRADE % 5.51%, 0.91% | 2.56% 050% 0.50% 055%
PIPE SLOPE Tin X 18.15 709.957] 39.04 700.00 200.51 8141
FULL PIPE FLOW VELOCITY (m/s) 107 103 103 136 122 151
PART FULL FLOW VELOCITY (m/s) 2h

DATUM RL 85.0

WATER LEVEL B 8 5 s 8 3 8 S
IN STRUCTURE 8 = S = = S S s
HYDRAULIC als alg 8/8 s/8 3|z ge 3/3 S
GRADE LEVEL s|8 S| S/e S/5 Se s/s S|s =
PIPE FLOW 0.049 0073 | 0.073 0.246 0215 0341
(Cumecs)

PIPE CAPACITY

AT GRADE (Cumecs} 0.150 a0 | 0155 oa 0276 0.216
DEPTH TO INVERT B 8 B 8/8 Bis 2/2 g|2 3
INVERT LEVEL zg s Z sls SIS BIB S|5 8
OF DRAIN = 8 = s|5 32 s|2 s|2 2
DESIGN SURFACE 3 2 2| 8 & & g g
LEVEL = 3 3 2 S a 2 =
ROAD CHAINAGE

(Offset)

RUNNING CHAINAGE 8] woe S| suse B] ns Z] so S| ase Bl os
X:AJOBSACT Projects in progress\1225 30 lots lake MacDonald Drive\Design\stage S\PC Drain REVI\PCDlong8.DXF Scale: Horiz Tin 1000 Vert Tin 190

LINE Z A

Sheet 17 of 36 sheets

 

drawing number

1225-76

 

 

 

 

XK date 9th SEPTEMBER 2014 J