Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

 

Cod File: G:\41\\17021\ Document _Tronster\ Incoming 45—113\ Chi ACAD. 45113-CI7A Access Rd Long & Xenct.dwa[toyoutt)

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-25% -25%

l-———Control Line

Culdesac Width Varies Mex 35m

 

 

 

 

 

 

Kerb Similar Type 81, refer
Canerete Edge Detail below

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Pavement design based on subgrade of
CBR10 actual thickness to be determined
following testing after excavation of box.
180mm thick concrete pavement F82
mesh 50 top cover

    

  

     

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

—

 

ACCESS ROAD CULDESAC TYPICAL SECTION
CH 96.642 — END

Scale 1:200

  
 
 

 

 

 

 

 

 

\ JCVELOPMENT PERMIT OPER
Subsoil Paverfent Dri. refer.

 

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AMEND CKD BY.

| RECOMMENDED FOR APPROVAL

 

SPECIFICATIONS BE DEPARTED Fn

 
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

(scone AR. DATE.24/ 2. oe

NO CIRCUMSTANCES MAY THE Pp

  
  
 

 

 

Plot Dato: 07/08/07 - 15:58

 

 

 

 

 

 

 

 

 

 

3 Wrretista 4 OM WITHO:
8 VRITTEM APPBOVA: M_ WITHOL
& x PPROVAL of the MANAGER LaND DEVELO
g z 2 PLANS APPROVED
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a 3 5 C8 Setout for levels py Width ond Cressi voice g PY .
3 8 2 a ae 8 ™ 2 match top of existing’ barik'*/--++++++4-- 0... MV
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RBS 5 oa 6S g 8 a 20 4 “138 3.0
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R100 Pe \ pee min reinforcing SOmm
8 , PN top and edge cover xisting Surfoce
B a g E Rae
Ros |S 1o Foo 2. 93e.
= : , Not to Scal
Pz |° BR aaa _— KERB RETURN FILLING - TYPICAL SECTION
é 3 Scole 1:100
&
Refpr Typica} Access Rd Sectiqn for Pavement Uetails
[-+-—“ontra Line >
2
§
25.0 cB
OATUM R.L112.000 = - ze
vowmes Le 1 | 214 | 298 | 554 613 g 4mm AC Surfacing Turing suring
urfing |
FIL 1 Ee 1 0 .. Turfing 65 6.5 ae
2
= 2 x st = + + gs 2.0 2.0
& 2 3 aS a = 3 8
Cut / FILL DEPTH é 3 S $ < = = < % 0.154 se - * _—
5 5 w = oS w =r = =
DESIGN LEVELS ON S| S| Sf S| OS & : 5 fs Lecenerete Footpath, refer
N S 006:
ROAD CENTRELINE . < < = s S NX IS Kerb & Channel Type 81, TPHEA Std Org R 0065
NAT. SURFACE ON 5 8 g g 3 is 8 2 refer IPWEA Std Drq R-0080 ne oul Oe RCS refer
~~ x x
ROAD CENTRELINE |~ s s 8 x = 8 2 NOTE: Pavement crossdfall changes from -3%
° 2 ala to -2.5% from Ch90.00 to Ch96.642 to |
CHAINAGE 8 8 8 3 3 s 8 s\2 match concrete culdesac crossfall Pavement design based on subgrade of CBR10
s S 3 s s 8 & SI2 actuot thickness to be determined following
= = = <= < = = — testing after excavation of box.
Horiz Curve Dato R-250m ACCESS ROAD a SECTION Bose 125mm thick Type 2.1 noe 25
CH Qo — ¢ H96. 42 Sub Bose Course 125mm thick Type 2.
ACCESS ROAD LONG SECTION Scole 1:200 Lower Sub Base Course 150mm thick Type 2.5
Scale Vert 1:200
Horiz 1:2000
2k cca | oF associates pty. Itd. | DEPT. OF INFRA CT H , NAN = 3-¢
REV.
A_|iSSUE_FOR TENDER ce foro7 | VERT tm 1:200 | oesicnen | ow ENC EER NECE MANAGERS PLAMIERS aS oe ae 17
ae DESCRIPTION ar | owt 0 2 40 comm) a senswat COM OME > laceee yews /| PROPOSED INDUSTRIAL ACCESS ROAD LONGSECTION = A
het oer nce morte mernemegemscrasrs | HORIZ ——am-——y 1:2000 FO, SOK 1256 CALOEAED, OD. 45 AND TYPICAL CROSS SECTION 36
concen conee ok |r| Meooew er Forse me onan | O pom, | ESTATE