ATTCH 7 - IR Response - Engineering (Sheehy & Partners)

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CAD FILE->N-\8S00dir\ 853I\ ACAD\PLANNING\853-E.dwa

PLOT DATE-> 06 Nov, 2017-4:36pm

 

START OF CONSTRUCTION CH 0.000
IP CH.2.307 RL.21.223

IP CH.6.828 RL.20.318
IP CH.12,662 RL.20.173

  

  
   
 

FOOTPATH
CROSSING

 

DESIGN SURFACE

EXISTING SURFACE

   

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

3
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a =
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s = =
a 5
~ — 7 3 RS
——— & eo
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35
mm $8
zs
va
2 6
1.0m 6.0m
CONSTRUCTION DETAIL DRIVEWAY DRIVEWAY
ve 4 C10,000m ¢|10.000m C 10,000 5.00
VERT. CURVE DETAILS R26{716m| 7.034m — |[R71.429m R433,961m R134.886m R52.83
~3loo0%4 -2.5¢0% [16.00% -2.000% 6.274% Li.e8e%| |—4.244%
GRADING DETAILS 0 400%
DATUM R.L.3,000 SSS885555
CUT DEPTH (-ve) holo
2/2 /e/z/2/s/8/S/e/3) & 2 Sia) 8 sls} S|  a]s] s|sis
FILL DEPTH (+ve) sls|F]2/8/Slss|sfs] 3 sis| = s|s 3 s/s] s/s
LIP LEVELS RHS SisislSisRiSjeisis]s| 8 gle] 8 g 8) s]aix
A[AIN[S/S/8/8[F/2 [2] 5 5 ele| 8 S| sisie
A/BAS/E/B/SlmlSla] so 2 QS = R15 = Se] Says
LIP LEVELS LHS 8)8/3)5/5|/2)=|8)/3/8| § 5 SS} = 8/8) 8} = SIE] Sig]8
AIAN IR /R/R/S [Sle] Ss = ele & ee e #/s] siaie
DESIGN SURFACE RISIS/S/S/S/8|E/8/3| 8 3 3/8) 3 als| 3] B/S] S88
A/S/8/8/8/8/8|2/2 [2] = = ele}, = e/e 6 ale] aiale
NATURAL SURFACE gglgaalelesa|s| = ale} s| gig} 3] aidlalele
PEGGED CHAINAGE slgigisleleisisigei2] = 3/8) 8 g/@) a] Ele) ZI8]8
s/s[e|2|Fle/S/ 4/8/85] a = &i/S| & 3% & 2/2| 2/2|2
R-9.75m | __RASSm
CONTROL LINE DETAILS Bua Be] On Tain) | Be
LAYOUT-PLAN
SCALE 4100 VERTICAL(A1)
—
0 5 0 15 20. 25m 1500 HORIZONTAL (A1)
© wren SURVEYOR CLIENT: PROJECT: SCALES: AS SHOWN PLANNING DRAWING NUMBER:
Peace Oe are 2 DAVID LOW WAY, OESEND _$B w~ 8531-E
Cope oF THE DOCENT N KENLYNN PTY LTD , CHECKED: PM__| CONSULT AUSTRALIA ai]
’ TY TiMiTes FULL SIZE AI
MITTEN PERMISSION OF SHEEHY CASTAWAYS BEACH 2 [DRIVEWAY REVISED nov‘? [RT ee = — i STRUCTURAL AND CM DRIVEWAY LONGITUDINAL SECTION 2] | LL J
APRINGEMENT oF COPYRIGHT 1 [DRIVEWAY REVISED AND TURNAROUND ADDED | oct'17| sp [TECKED: _PM Firm BHCOT)90B8 See Frn(07} 3830 3885
DATE: JUNE TT A.C.N.009 899 S05 Ne. OF DRAWINGS

 

 

 

 

 

 

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