16-001014-109(A)

 

RETAINING WALL OR
BATTER TO SITE
FINISHED LEVEL
(TYPICAL)
11.50m

1.50m 8.00m 2.00m

     
   
  

 

CONCRETE EDGE

THICKENING L
200mm THICK 100mm SUBSOIL DRAINAGE (TYPICAL)
WIDE. (TYPICAL) 150mm CONCRETE SURFACE

AND PAVEMENT (TYPICAL)

SECTION - CH 330 - CH 453
ROAD 2 - CONCRETE SURFACE

 

 

 

 

 

 

 

 

 

 

 

>

>k REFER BULK EARTHWORKS DRAWINGS FOR FINISHED SURFACE LEVELS >

5

 

 

 

4.50m 6.00m ,1.50m
Yates | 5.0% 3.0% 30% | 3.0% [VASE

 

 

CONCRETE EDGE THICKENING |

200mm THICKx100mm WIDE.

SUBSOIL DRAINAGE
“= INDICATIVE DRAINAGE

150mm THICK CONCRETE
SURFACE AND PAVEMENT

TYPICAL SECTION

ROAD 11, 12 AND 13 - CONCRETE SURFACE

  

 

 

 

 

 

CONCRETE PAVEMENT DESIGN:

150mm THICK 40MPa 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.

 

 

 

 

 

 

 

 

 

 

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

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE (ATE 1100 SCALE (Atl 1400
SCALE (A3}: 1200 SCALE (A3} 1200
2g g ~ s
CO 2 EXISTING SURFACE z 2 2
2.00m_, 6.00m 1.50m Z| 5 DESIGN SURFACE g &
*Y 0% | oy ao% _| 3.0% uss 2K 3 DESIGN SURFACE 2 3 = 5 s
F ~ Bh A z g EXISTING SURFACE e 7 DESIGN SURFACE 3
— 5 i 7 * 3
SECTION - CH 453 - CH 545 Mm PS & oy : EXISTING SURFACE ol
ROAD 2 - CONCRETE SURFACE “pF = e
SCALE (At): 1100 ~ Zz
SCALE {A3): 1200 oN “STA bv a
~ ~~ |
‘ ~~
| >M | | Spree
| EXTENT OF CONCRETE. PAVMENT | |
EXTENT OF CONCRETE PAVMENT EXTENT OF CONCRETE PAVMENT _|
10,30m s .| 3 | = = 1 ; =)
|4.50m, 6.00m 2.80m # =| = #3 S Z| = |
* 3.0% 3.0% 3.0% 30% | visio * # = 5 rE & | a
~~ a} a i] a @ a
ve bo | i
SECTION - CH 555 . CH 693 3.000% ~460% 5.07 pre 4 “tun C" ~4.014' -3.000% 3. i" 1.772% 3.000%
ROAD 2 - CONCRETE SURFACE : —— “ —" - a ;
SCALE (ATi: 1100 DATUM RL 93.0 DATUM RL 92.0 DATUM RL_94.0 i
SCALE (A3): £200 ~ ~ ~ Tcl TI
CUT (-) 7 FILL as 3 3 Ss Sa CUT {-) / FILL gs] gig ge gz gas CUT (-) 7 FILL #5 OS gs a z 38
LHS LIP LEVEL ee ee ee ee LHS LIP LEVEL ds gags a2 2 sg LHS LIP LEVEL ee ee ee
RHS LIP LEVEL a 3 2 2 a as RHS LIP LEVEL i2 asgga a 2 28 RHS LIP LEVEL a 2 6d CU SE
DESIGN suRFAcE 2S) S 8 § & 88 DESIGN SURFACE 22 85 33 § | 88 DESIGN SURFACE [85 3 2 ff § 83
EXISTING SURFACE [82 & 3 8 &§ BE EXISTING SURFACE [8s 98 88 § & 88 EXISTING SURFACE fs} @ #% # 8 8
SECTION - CH 706 - CH 724 SF > S| S| S| FF S38) 2/3) 3) 3 S gs 3s ss 8 S| = 3} ss
ROAD 7 - coer SURFACE CHAINAGES gg, 5 5 3g Re CHAINAGES gg 55 3 5 gs 8 85 CHAINAGES gz 3 & 3g BS
SCALE (A3L: 1200
HORIZONTAL CURVES HORIZONTAL CURVES HORIZONTAL CURVES
ROAD 11 ROAD 12 ROAD 13
N.S.C. REF NO. MCU15/0111 & REC15/0031
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