22-0360 Civil Issue G

 

 

 

     

 

  

 

 

 

 

 

12.257, 36.500

 

  
  

 

 

   

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$ S 5 5 © 8 Bs [GRATED DRAIN]
Ss Ss 8 8 me oe OR
KY
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PROPOSED SEWER = N 303
RE-ALIGNMENT
VC.1.5
EXISTING TELECOMMUNICATIONS EXISTING 1500 R9
VC LENGTH OPTICAL FIBRE TO BE RELOCATED SEWER MAIN
RADIUS
GRADE 12.500% 2.500% |  10,000% _ +5.000% —--16.670% 0.000%
DATUM RL 29.0
&
LIPLEVELS LHS S
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LIPLEVELS RHS 8
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CUTIFILL Ss & B rr) 8 © B
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(Depth of) So oS oS N N
DESIGN 3 8 % S 2 3 3 3
LEVELS 8) 8 3 a) 8 8 g
hy oO _
EXISTINGSURFACE [3 & 5 3 8 B 3 8
LEVELS 3 5 & oS 8 8 B S
s 3 8 S| 8 S 8 z
CHAINAGE - = g x
oO cD co co o +
HC DATA
DRIVEWAY - DW01
HOR. 1: 100
VERT. 1: 100
2 —
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VC LENGTH
RADIUS
GRADE -19.880% _| -15.267% -14,827% 5.967% 3.330% 9.571% 5.416% | 3.901%
DATUM RL 28.0
CUTIFILL Ss g 3 8 8
(Depth of) ° ° ° ° °
DESIGN in iB = 5 S
LEVELS 8 8 2 2 3
EXISTING SURFACE |= 2 8 ip S 3 3 S 3 %
oa Cc Cc co te oO oO LO LO LO
LEVELS oO oO oO oO oO oO oO oO oO oO
oO cD oO cO oOo a oS —_ N at
8 @ K z N N S qi N Si
CHAINAGE S - es ws 8 é g 5 g a
FOOTPATH - FP01
HOR. 1: 100
VERT. 1: 100
LONGITUDINAL SECTIONS 0 1 4 é 3

 

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A3 - 1: 200

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© F.L.38,05
aa
SA EXISTING PATH J
7
7
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FOOTPATH CONTROL LINE FP01
PLAN :
SCALE A1- 1: 100 J
A3- 1: 200
= oy on een ae PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
7. or Operational Works Approval
s G | Mt. | 22/06/23 | For Operational Works Approval at No.3 HENDERSON STREET SUNSHINE BEACH Ld H R D ES | G N Job No.: 22-0360 } Se cal craw
z Client: JMML DEVELOPMENTS CONSULTING ENGINEERS Dwg No.: C03 3. Check and verify all dimensions
Designed By: B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By: MT | Date: 16/05/22 prior to commencement of work.
Certified By: B.R. CROMAR BEng(Civil), MElAust, CPEng, RPEQ, NER Date : 16/05/22 | Ph: (07) 54445578 Email: [email protected] FINISHED GRADING PLAN