Council archive · source document
U14356 · OPW15/0240
Attached to the e-mail OPW15/0240 - Operational Works Application.
DANGER !! CAUTION !! DANGER !! CAUTION !! DANGER !!
UNDERGROUND HIGH VOLTAGE
ASBESTOS PIPES OVERHEAD UNDERGROUND
SEWER/WATER UNDERGROUND
IN THIS AREA ELECTRIC CABLES TELSTRA CABLE
ELECTRIC CABLES
energex energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
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Page 2
DANGER !!
ASBESTOS PIPES
IN THIS AREA
CAUTION !!
UNDERGROUND
SEWER/WATER
DANGER !!
OVERHEAD
ELECTRIC CABLES
energex
CAUTION !!
UNDERGROUND
TELSTRA CABLE
DANGER !!
HIGH VOLTAGE
UNDERGROUND
ELECTRIC CABLES
energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
Page 3
DANGER !!
ASBESTOS PIPES
IN THIS AREA
CAUTION !!
UNDERGROUND
SEWER/WATER
DANGER !!
OVERHEAD
ELECTRIC CABLES
energex
CAUTION !!
UNDERGROUND
TELSTRA CABLE
DANGER !!
HIGH VOLTAGE
UNDERGROUND
ELECTRIC CABLES
energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
Page 4
DANGER !!
ASBESTOS PIPES
IN THIS AREA
CAUTION !!
UNDERGROUND
SEWER/WATER
DANGER !!
OVERHEAD
ELECTRIC CABLES
energex
CAUTION !!
UNDERGROUND
TELSTRA CABLE
DANGER !!
HIGH VOLTAGE
UNDERGROUND
ELECTRIC CABLES
energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
Page 5
DANGER !!
ASBESTOS PIPES
IN THIS AREA
CAUTION !!
UNDERGROUND
SEWER/WATER
DANGER !!
OVERHEAD
ELECTRIC CABLES
energex
CAUTION !!
UNDERGROUND
TELSTRA CABLE
DANGER !!
HIGH VOLTAGE
UNDERGROUND
ELECTRIC CABLES
energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
Page 6
DANGER !! CAUTION !! DANGER !! CAUTION !! DANGER !!
UNDERGROUND HIGH VOLTAGE
ASBESTOS PIPES OVERHEAD UNDERGROUND
SEWER/WATER UNDERGROUND
IN THIS AREA ELECTRIC CABLES TELSTRA CABLE
ELECTRIC CABLES
energex energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
Page 7
DANGER !! CAUTION !! DANGER !! CAUTION !! DANGER !!
UNDERGROUND HIGH VOLTAGE
ASBESTOS PIPES OVERHEAD UNDERGROUND
SEWER/WATER UNDERGROUND
IN THIS AREA ELECTRIC CABLES TELSTRA CABLE
ELECTRIC CABLES
energex energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
Page 8
DANGER !!
ASBESTOS PIPES
IN THIS AREA
CAUTION !!
UNDERGROUND
SEWER/WATER
DANGER !!
OVERHEAD
ELECTRIC CABLES
energex
CAUTION !!
UNDERGROUND
TELSTRA CABLE
DANGER !!
HIGH VOLTAGE
UNDERGROUND
ELECTRIC CABLES
energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
Page 9
DANGER !!
ASBESTOS PIPES
IN THIS AREA
CAUTION !!
UNDERGROUND
SEWER/WATER
DANGER !!
OVERHEAD
ELECTRIC CABLES
energex
CAUTION !!
UNDERGROUND
TELSTRA CABLE
DANGER !!
HIGH VOLTAGE
UNDERGROUND
ELECTRIC CABLES
energex
FOR INFORMATION ONLY
Civil, Environmental &
Hydraulic Engineers
Page 10
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
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