OPW1/0370 Operational Works Application for Prescribed Tidal Works · OPW14/0370

 

   

Number 6

 

 

Number 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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FOR SURVEY SETOUT CONTACT NSC PLAN shunoer3
RICHARD HENDERSON, ENGINEERING SURVEYOR 0 0.02 0.04 0,06m on
PH; 0419 651 978 ae BUP 10567"
Scale 1:1 @A1
Horizontal Vertex Data for Alignment 2 RECONSTRUCT KERB AND CHANNEL
a SETOUT LIP OF KERB AND CHANNEL
InSeg  QutSeg Tan Chainage Coordinates In Direction Out Direction In Rad +
x Y z Deg Min Sec Deg Min Sec A
Line 0.000 507124295 © 7080604,264 0,992 29°37'16.12" =
Line Arc Yes 9.085 §07132.194 70B0608,754 1,026 2" 29°376.12" 7.000 z
Are Line Yes 19.778 — §07141.584 —7080806.388 1.087 .70" 302°0S'S0,70" 7.000 -
Line 84.752  807176.109  7080551.346 = 1.305 302°05'50,70" 3
Vertical Alignment Report for Alignment 2 %
InSeg OutSeg Tan Chainage iInGrade OutGrade In VCL Out VCL NATURAL SURFACE 5
% % Radius Radius a
Line 0.000 0.992 0,38
Line Line No 66,804 1.244 © 0,38 0.34 DESIGN SURFACE |
Line 84,752 4.305 0.34 = = T
Horiz Curve Oata
Vertical Geometry Grade (%) 0.378% 0.34%,
Vertical Grade Length (m)} 66.604m 18.148m
Vertical Curve Length (m)
Vertical Curve Radius (m)
OATUM R.L.0.000
NAT. SURFACE ON]. .
8 Ss a 3
ALIGNMENT 2 3 q 8 a
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CUT / FILL DEPTH|e 5 8 8
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DESIGN LEVELS ON - o
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ALIGNMENT 2 = 8 § R
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CHAINAGE x
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LONGITUDINAL SECTION ALIGNMENT 2 (2)
Horizontal scale 1100
o 1 2 5 4 §
emery
0 02 04 O6 0.8 1.0
Vertical scale 1:20
BEST PLOTTED
AT AT.
E PSM PSM 18419 ‘ Project Number
D PLANNING INFRASTRUCTURE WILLIAM STREET, NOOSAVILLE
D AHD RL 1.402 ASSET, DESIGN AND INVESTIGATIONS PATHWAY, RAILING AND 0000009
Al B SURVEY [ALLEN CRAMPTON. ooea Ceunea : -
a DESIGN Jwara cus (ZZ 7 Jens REVETMENT WALL REHABILITATION Drawing Sheet No.
22 tof peYorrice: “verernone, ax
Ry, DATE REVISIONS REC. [APPR.| CHECKED [CRAIG ELDRIBGE COS [ig /(A"] wenn ansezecsor _omysazeesr LONG SECTION ALIGNMENT 2 (2) 06 Rv.