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

 

 

Control Line

47 I 3.0 3.0

 

Property Boundary

 

= 10% -2.5%

 

30%

 

“— 125mm thick Driveway

Refer to IPWEA Drq R-0050
& 45113-C19 for Concrete

LOT 4 DRIVEWAY TYPICAL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Cod File:_G:41\.17021\ Document_Tranater\ incoming\45—113\ Cah ACAD 45113-C148, 158,164 Driveways. dug(C16]

 

22 5x 30%

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

-25%
Oatum124
Ss = nN a
DESIGN HEIGHT ae gq os Ss Dotumi24 :
~l~ ~ =) = SIS) a |
ass} Ss DESIGN HEIGHT aal al als
EXIST. SURFACE ds} sl sl sl ss 8] SS
Spt 3 Sf 8
DESIGN OFFSET Bla | 2 EXIST. SURFACE als; 8 8/8
ttt ° - a
DESIGN OFFSET she 5
CHAINAGE 20.000 WT] of

 

 

 

 

 

 

 

 

CHAINAGE 40.000

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

      
 
  
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Prot_Dote: 27/07/07 _- 14:39

 

 

 

 

 

 

 

 

 

 

 

 

 

doint Details =25%
SECTION a
Scale 1:200 Datum124
Datum123. Ss we
3 S 8 DESIGN HEIGHT ; 6
DESIGN HEIGHT : E | as : s :
yy el EXIST. SURFACE] ake} sl sls
. EXIST, SURFACE! 2 es Se S| 88
8 DESIGN OFFSET Ste | 8
-. DESIGN OFFSET 2 | iil of 38
ae = — CHAINAGE 30,000
Ze 8. NOOSA SHIRE COUNCIL es CHAINAGE 10,000
&e BAR DEVELOPMENT PERMIT OPERATIONAL WORKS No...27 9287 T 4 DRIVEWAY SECTIONS
Be x85 REC'D BY.ecccccsssnseeeeey DATE cecsefeveceel Conse OTA DRIVENAY 5: CTIONS
go Zs CKD BY..cecccccenee é .. DATE. 27)... (PBZ...
~ AMEND CKD BY... AMP ee DATE RY |..Z...| PERL...
54 ie RECOMMENDED FOR APPROVAL
e| 8 UNDER NO CIRCUMSTANCES MAY THE PLAN 4
Sls SPECIFICATIONS BE DEPARTED FROM WITHOUT TNE mm thee Dé
=| 5 WRITTEN APPROVAL of the MANAGER LAHID DEVELOPMENT 125mm thick Driveway
° Refer to Typical At
# Access Rd to ' Y Carat BAS ABR OWED KE
Kerb & Details, Drg No 45113-C19 hie
Chontl Invert ee BES L... [PZ Pris : & 2 8
OATUM R.L.116.000 Pm
cur 29 "1 | mbt te, Le k *hot 4 Drv’ B oe
‘ wUsSVeWGYy | : > “fe
VOLUMES FILL 0 0 Lot 4 |* ar a a or pe. = a ° Fa a a 30.862
_ co . ae " ‘ 4 ‘* bon . ie . a
CUT / FILL DEPTH zs} & es 2 S
1 1 ce
DESIGN LEVELS ON SS - ZB
ROAD CENTRELINE S| SIs 8
NAT. SURFACE ON af =
ROAD CENTRELINE | 8
3 eli Lot 3
CHAINAGE gig} 8) is -—— 40
elel S| ie
LOT 4 DRIVEWAY LONG SECTION LOT 4 DRIVEWAY
Scale Vert—1:200
Hoa 1:2000 Scale 1:250
Sones Oran] Bw leddy sergiacomi & am ocariow Oram WO.
te — 1.250 femmes |e associates pty. itd. |DEPT. OF INFRASTRUCTURE HOLTS ROAD, NANDROYA 45113-C16
TSSUE_FOR TDR oe _| 07/07 9 z 4 cesiaggn | ew ENGINEERING & ENVIRONMENTAL CONSULTANTS | proscet TE SET roy
DESCRIPTION Tor] VERT — 1:200 a aN casi > PROJECT MANAGERS. & PLANNERS © — | BROPOSED INDUSTRIAL LoT 4 DRIVEWAY DETAILS 16 A
Onec2 er crer S Bewe gmemsvereecs | HORIZ + 1:2000 A eo? sermzaed tat (7) S226 * 36
cat men vox mac ¥ i a are 05/07 Caries eee SbRs, BeSUNL & SREY Bay 216 yy ESTATE