U14356 · OPW15/0240

                         FOR INFORMATION ONLY

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

EX SEWER CH4.25 ——}=+
IL1.049

IP CH. 9.643 RL.1.217

)

4 IP CH, 4.247 RL.1.609
© IP CH, 14.979 RL.0.201

    
 

  
  
      
       
 
 
 

++ EX SEWER RM CH4.25
1L0.829

\

i EX RETAINING WALL

 

 
     

  
     
  

 

 

 

 

 
     

 

NOTE:

ALL EXISTING SERVICES ARE APPROX ONLY
& WILL REQUIRE FURTHER INVESTIGATION
BY THE CONTRACTOR PRIOR TO ANY
EXCAVATION COMMENCING ON THE SITE

 

 

 

 

LONGITUDINAL SECTION LEGEND:

DD DIRECTIONAL DRILLING
OT OPEN TRENCH EXCAVATION

LONGITUDINAL SECTION OF MOSSMAN COURT WM

HORIZONTAL SCALE

5 0 5 10 15 20 25m
2

SCALE BEFORE REDUCTION (A1)

VERTICAL SCALE

05 0 05 10 15 20 25m

    

 

1:500

 

 

 

 

EX RETAINING WALL

IP CH, 278.397 RL.-1.175

IP CH. 312.036 RL.-0.699\

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\ SCALE BEFORE REDUCTION (A1) a
\ $
\ oT z
\ z
7 3
- - " 3
3 ‘ 3 x S
Ni & \ 5 < © z
' N = 1 S
z 4 = 3 z S
g z e = a z g 8
va es x Ss oi o ° =
N Z 2 x a nN = uv
x a 1 a « 3 “ a
o + x ae a a &
2 x = ot s = 2
S 5 a = x es
oO = 5 a
z = B s =
3 5 5 @
i a a
- a _
& = S
g g 5 a
2 = z :
8 z z 5
3 3 3
& z
x=
a
a
Horiz Curve Data Rédm — R-40m
Vertical Geometry Grade (%)  -1 69-4765 ¥9.04%29 06% -14.083% -20.754-%. 4.951% 9.829% 0.299% 1.415% 149%
DATUM RL.-12.000
EXCAVATION TYPE
NA
NATURAL SURFACE |» a} og) S| 8 3 g 3 2 B a 3 3 5 3/8] 2 = 2 g 2/3) al] 2 a
a 8 g 2} 3 2 & 2 = a 5 & a ® 2/2] & 5 a 8 2) a} 8) & g
a Ni S 7] 5 " / ; " ; * 7 1 ? 79] 3 Ss a i al S} 8] 8 si
DEPTH TO INVERT 2 g 3 s| 8 a g 8 3 a 2 2 2 # 3\3) S 8 g a] 2e| gs] 8 a
S $ 2 gs, 8 Rg B g 8 g 5 5 5 5 3/3] 3 8 8 & 8) S| s| gs B
? a a S| 3 2 o 7 7 a 7 a a a Fel el ees 3 a = le ed wi
DESIGN LEVELS ON an a =| og = e 2 2 2 - < e wn sl = n ~ o e| =| ul
2 8 g S| & R z 8 g $ & 8 3 g 3| 5 2 a 8 2| 3} ol & 3
INVERT OF SEWER RM |= 7 so] 4 $ 3 % % 5 5 * ¥ 4 alt a 7 $ $1 7] 9] ¢ S
g m S S
= 5 g
CHAINAGE 3 3 ; s . . s ° ° o| 5 s ° s o| S| Bl &
s a S| oS Ss s = sg = 2 2 Ss 8 a} a a & a a m a
FOR INFORMATION ONLY
Callaghan & Toth ityw SCALE _ASsHoW
Civil, TO onmestal & Uni ater SHEET 2 OF
Hydraulic Engineers
0/5, DRAWING NO.
At ws Noose Sete 3298 (2163 INOH-SRM-R-0002) MOSSMAN COURT, NOOSA HEADS
toe he a we Nl) g741 sunshine Beach Rood U it t RENEWAL WEYBA CREEK SEWER RISING MAIN U14356-12
=| Phone 54749081 LONGITUDINAL SECTION SHEET 1 OF 1 -
INDEX DATE REVISIONS DRAWN DATE. www.callaghanandtoth.com.au all ywa er