Approval Plans OPW16-0203.01 pdf

          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0203 5 DEC 2016


[OCR of page images]
 

RETAINING WALL OR
BATTER TO SITE
FINISHED LEVEL
(TYPICAL)

  
      
   
 

 

CONCRETE EDGE

THICKENING L
200mm THIck » t00ne SUBSOIL DRAINAGE (TYPICAL)
WIDE. (TYPICAL) 150mm CONCRETE SURFACE

AND PAVEMENT (TYPICAL)

SECTION - CH 330 - CH 453

ROAD 2 - CONCRETE SURFACE
SCALE (At): 1100
SCALE (A3}: 1200

 

 

 

 

 

 

 

 

 

 

 

>k REFER BULK EARTHWORKS DRAWINGS FOR FINISHED SURFACE LEVELS >

 

 

 

5 5
#4,50m 6.00m ,1.50m°
WARS | 3.0% 3.0% 3.0% 3.0% | vases

CONCRETE EDGE THICKENING |

 

 

SUBSOIL DRAINAGE
“= INDICATIVE DRAINAGE

200mm THICKx100mm WIDE.

150mm THICK CONCRETE
SURFACE AND PAVEMENT

TYPICAL SECTION

ROAD 11, 12 AND 13 - CONCRETE SURFACE
SCALE (At): 1100
SCALE (A3}: 1200

  

 

 

 

 

 

CONCRETE PAVEMENT DESIGN:

150mm THICK 4OMPa CONCRETE - BROOM FINISHED
SL82 MESH - 300mm OVERLAP - MIN. 50mm COVER
SAWCUT JOINT AT 6m CRS. EVERY THIRD JOINT

 

TO BE DOWELLED JOINT WITH 150mm CBR 45 BASE.

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016

 

 

 

  

 

 

 

 

 

 

 

NOTE:

REFER DRG 16-001014-108 FOR PRELIMINARY
PAVEMENT DESIGN TABLE AND END OF ROAD
TREATMENT DETAIL

 

 

 

 

NOTE:
REFER DRG 16-001014-110 FOR TYPICAL
SECTIONS THROUGH ROAD WITH CARPARK

 

 

 

         
  

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2 g = “
9.50m 2 EXISTING SURFACE & g 2
2.00m_, 6.00m 1.50m z a DESIGN SURFACE & &
*Q os | soe som _| 3.0% ass 2k 3 DESIGN SURFACE 2 8 = 5 “J
A ~ {pe z 2 EXISTING SURFACE & 7 DESIGN SURFACE é
SECTION - CH 453 - CH 545 Mm] ~ SS & > : EXISTING SURFACE 5
ROAD 2 - CONCRETE SURFACE “pF “SS &
SCALE (A1): 1:100 z
SCALE (A3): 1:200 oN ~~ TY bss —
MN | | | i ee cae
| | EXTENT OF CONCRETE PAVMENT | | |
EXTENT OF CONCRETE PAVMENT | EXTENT OF CONCRETE PAVMENT |
& 8| 8 3 7 i s| |
q a) 2) 3 2 ’ | 2) |
10.30m = . $ . - | : =
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a it
ve ho | |
SECTION - CH 555 - CH 693 Al. le th ade, tt” oe se alle — bbe
ROAD 2 - CONCRETE SURFACE " r ° 1 ° |
SCALE (ATi: 1100 DATUM RL 93.0 DATUM RL 92.0 ! \ DATUM RL_94.0 i
SCALE (A3): 1:200 o m «1 vl lel elo |
CUT (-) / FILL sy og 8 8 &§ 38 CUT {-) / FILL B§ sels § ag ae CUT (-) / FILL ga os og a al 88
LHS LIP LEVEL Se a ee LHS LIP LEVEL ds gags a2 2 sg LHS LIP LEVEL aos 060Ud3lCUllod
RHS LIP LEVEL a 3 2 2 a as RHS LIP LEVEL i2 asgga a 2 28 RHS LIP LEVEL J 2 3 a @ aa
DESIGN suRFAcE 2S) S 8 § & 88 DESIGN SURFACE 22 85 33 § | 88 DESIGN SuRFAcE 5 3} OS OBS
EXISTING SURFACE [83 2 2 &§ & 8 EXISTING SURFACE [25 $8 §8 & & 8S EXISTING SURFACE [2s) § # # & 8
SECTION - CH 706 - CH 724 =F = =| =| = FF ee) FF] Fe = S| Se 22} 3 2 = 3} s/s
ROAD 2 ~ CONCRETE SURFACE CHAINAGES gs fF UB ORE CHAINAGES gz 82 38 3 =F 38 CHAINAGES g3 2 8 §§ & BE
SCALE (At: 1100 elm) 8 g s a sls se] 2is| 4 g gs sia sm} 8 $ 3 g| siz
SCALE (A3): 1:200
HORIZONTAL CURVES HORIZONTAL CURVES HORIZONTAL CURVES
ROAD 11 ROAD 12 ROAD 13
N.S.C. REF NO. MCU15/0111 & REC15/0031
fast [ence [oan] oe AueNouenT evans eon cxgex | ee one serena T SURVEYOR: ML_SURVEYS “= Cr. oueeROADS 11, 12 AND 13
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