16-001014-108(A)

 

L_EXISTING SLAB

TYPE 'B’
JOINT FILLING

REFER DE

TAIL

CAP & GREASE THIS END

NEW SLAB

 

 

 

 

1
ISS

 

 

  

Ow py

DRILL & EPOXY DOWEL BARS

 

III)

 

200mm INTO EXISTING SLAB.

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGN

 

 

 

 

 

 

 

 

 

 

 

 

 

SUBGRADE | TRAFFIC SURFACING | BASE] SUB-BASE ] BLANKET | TOTAL BOX
ROAD CBR ESA'S ROAD CLASS (nm) (nm) (nn) (mm) (nm)
CONCRETE 150
ee 3 - INTERNAL concrete | 150 (CBRES) - - 300
* ASSUMED SUBGRADE CBR
- PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE.
- ACTUAL PAVEMENT DESIGNS WILL BE BASED ON TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.

 

   

 

 

 

 

NOTE:
REFER DRG 16-001014-109 FOR TYPICAL CROSS.
SECTIONS AND CONCRETE PAVEMENT NOTES

 

 

 

 

NOTE:
REFER DRG 16-001014-111 FOR CONTROL LINE
HORIZONTAL SETOUT AND KERB TYPES.

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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APPROVED SEALANT 2 3 & 7 Fle og
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BACKING ROD zs ie 2 e lo 335 62
VIR pat fo} <x Sle s
Z} xo ie i <x iS S|
S| Sim ews << io ae ‘Oyus we
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B| ol= IZ Zz Ss = als 2
x eK} <]_ 2 i i= . zz a
TYPE = yg) Sl& 7 is 5 bs
ttre 8 = > irq in _ ef --- se
JOINT SPACINGS <6m) s S| Z/8 S a EXISTING SURFACE DESIGN SURFACE i ye _-T| \ a
7 wlElS ‘e) we I 4 oo
z | Sm eB z . = N
Ss alex us
S élEle 7 | 14
2 a rr = le
z “pS || |
& | a TIE NEATLY IN WITH ——
/ . _——— EXISTING CONCRETE |
TE NEATLY IN WITH =} ' PAVEMENT (DOWELL JOINTS)
EXISTING CONCRETE CS _H
PAVEMENT (DOWELL JOINTS) —T] --" | |
EXISTING STAGE 1A EXTENT OF CONCRETE PAVEMENT
WORKS '
Py a is
| & 8 RB
s 2 =
z z L
8 7 B
€ 3 B
E g e
3 a 5
a a 2
'C_35.0) VC 40.0 VC 60. VC 80.1
1370.6) 1R1145.8) (R3447.21 {R2110}8)
-|.000% 2.491% 0.750% ~3.040%
DATUM RL 92.0
alel elelialslel ele wl # “ 2 7 ale! ule - ele! =| wd
CUT (-) / FILL ae) S558 38) S8 s gel g 8a gs 8 2 8 8 #395 sg 3g aA eg 8 Be 6g
na SS Ss 79 = = s| S| 9) a9) 9 7 | cI TS) SS 3 S| s| S| af a0 a] 4
LHS LIP LEVEL fe Sse88 ga 8 8s 8 As Hess § § 8s eas § § § § §& Re Se gs 8 8
as} sesssis) gs) g ag 3 28 sgeggs § 3 3 gs) 3/5 3 3 2 2 = als) S58} ss} S| S
Bal SSR 888) sR & gs 8 688 Hess & 5 S| Ag} a5 5 8 5 8 5 aa ge as 8 8
aigigigiglg alel # sis} gf gle gigi aisis} a 5 a sist ala 5 a s| 5 3 ag} sisi sgisl 4 ae
DESIGN SURFACE dessa ge a dsl a gal ddd’s 32 2 3 3338 3g 8 8 §F = S88 Be SE Fs
q22]2) 28) 38 S| ge} Ss 22 22] es) e/28) & 2 S| sls} Sls = 2 = = 2 ss} S83} ss} Ss SF
as) saigacel ale gf gs} a als ssielgis| al 3 FI wel ais gs gs 4 3 5 gz} alsl sist a 2
EXISTING SURFACE 22) J2cgiga ge a se aaa segs 3 3 38 Fss8 8 § =F 8 F 8 SH 88 § S
ee) eee ee) 22 = ze S| Se ee See S| co) S| Se Se S| = S| S| =| 2 FS SS = =e
CHAINAGES a3} 228338 38] & a3 3 38 agi gss 8 3 3 35] 28 3 3 3 g 8 ag 38} 33) 8 8
ee gases) As 3 8s § ss sass § 8 ss 6s ws 6Ugll6h6Uc8lU6UBhlUlUGlUSlUlUCBB UBS URS Sg
R6.000 R6.000
HORIZONTAL CURVES 6.000 Ré.000
ROAD 2
N.S.C. REF NO. MCU15/0111 & REC15/0031
Fant [ons [oe] oar Seman Gwooe TORE Tae T TECROFI Tor Ten ieee aE
AMENOMENT DETALS SURVEYOR: ML_SURVEYS
won | arf ay [ ara ian) 1 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD CONSULT AUSTRALIA ROAD 2 LONGITUDINAL
BF BF | 07.09.16 | ISSUED FOR CONSTRUCTION - PENDING COUNCIL APPROVAL 4:2000 AR
ee Mob: 0412 744 223 E: [email protected] SECTION
Daawu cHeck| 1100 2 1 0 2 4a PROMECT Wo. 4

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+200

 

 

 

 

 

 

 

 

 

VERTICAL

AB

 

16-001014

 

 

ANDREW MCPHAIL RPEQ 6921

 

 

FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD

PALM LAKE RESORT
COOROY
STAGE 2

 

caliore

CONSULTING

 

Calibre Consulting (QLD) Pty Ltd

Sra oS boo DA Xd el Tas
Telephone 07 3895 3444 Focsimle 07 38953400 SCOR
ata Cra Vaboame Bron Bhgipn Seutnecout Le ih

WUMBER
16-001014-108