Attachment 5 - Documents referenced in conditions

 

NEW 600x300 RCBC

VIP RL 94.83
VIP RL 94.76
VIP RL 94.615

[

qT. VIP RL 94.272

 

       
 

tb up RL 92.902

VIP RL 91.857
IP RL 91.348

 

J VIP RL 90.074

 

 

FINISHED SURFACE

 

 

EXISTING NATURAL SURFACE

  

 

 

 

 

    

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

=
8 g SEE BELOW LONGITUDINAL SECTION
z Rn FOR DETAILED CULVERT SECTION
a &
=  @ z 3g S s
a © s iS & 2
x S ‘8 sg 8 6 8 8 =
> zZ 2 z a 8 = zg 2
4A x a a x si 3S = 3
“= a 2 > a x z e 3
She e Z s % z s % 2 |e
=x S a =z gs 5s |S
a) K-73 = 2 = 8 [8
pS S 2 2/2
Sf afa
TE Ss Ss
‘
NEW 3 x $375 SW PIPES \ a
HORIZONTAL CURVE DATA R-20 R20 R 20.9 Ri16.5 -40 R20
VERTICAL CURVE LENGTH (m) CB. VC BGS)
Rete Sees
VERTICAL CURVE RADIUS (m) R60 RbR
VERTICAL GEOMETRY GRADE (%) 1% __| -2.5% |-7.5%| -4.9% +6|7% 6% -6% -11% -8% 0% -3% 4.1% -6.8%| -3.9% || 0%. 4.2%
VERTICAL GEOMETRY LENGTH (m) 7 5.8 | 4.57 | 5.49 19.54 8.55 1.22 1m 7.91 19.87 8 9.35 9.93 13.02| 5.76 6 16.07
DATUM RL= 76.200
e e| | alale wl sla) gle Ss efel x 2} s| =|e/eleals|elaq s/s) sz} sz] a] a} 2 els|/slelolelslalelalele)/elals|/elslel s| 2} elelelala] slesle
FINISHED SURFACE LEVEL 8 S} & sysfs &/ 8/8) &) S| 8 4/8] 8 Sf} 8] S/S) S/S) Sika | 8) 8) 8) S| S| & 8) 8/8) 8) 8) 8) 8) 8) =) =| 5) 8) 8/8) 8) S|) 8) S BS) S/S) S/S) sl] Sf 8/8
eee eee ees = =| =| #lsls 3} als) ala = =/=| s s| 3] 3| 3) alalslefe 6| 8/6] 6] 8] 6] 3 6] 8/6] 6] S| 6) S| 8] S| Bl] 8] S$) S| S|] SJ) Sl Sl Sl sl 8) Sl sls) als] sisal s
3s S| S| SSS S| S| Ss) sis 3S 3S) 5| 8 S| 8] 8) 8) 8] 8| 8) s/& &| 8] 8| 8] 8] 8) 8 8/8] 8] S| 8] 8] S| 8] 8] 8] 8] 3) S| S| S| S| S| S| Bl S| Bl Sl Bi Bl ej &| 3i 8
5 es} x| elela al sles) cls x n/x| e s| ve! slelslslalele w| ©] oe] st] el ale slele/<|a|elclelslalsislalelalslels! el 5s} elslealsiel slele
EXISTING SURFACE LEVEL 8 8) 8) 8) es 8) 8/8) B/8| 8 a5) 8B 2) S| B/S) 8) 2) 8) 8 |S) S) 8) RR) = &) 5} 8) 8) S| 8) 5) &) &) 8) S|) 8) S/S) S| 8) F/B) S) 8) Ble) & 8) S|) 8 es
sats 3s 3s S| S| 8/8 8/ S/S) ss & 5/5) 8 8 8] B| 8] 8] 8] &| S| 8 8| 8] 8) 8) 8] 8] & 8B} 8} 8) 8] 8) 8) S) S| S| S| S| S| S| S| S| S| S| Bl Bl B &| S| S| 8) SB) &B| 8B) B
CUT / FILL DEPTH a| g) 2] Sala a[e|E) ga) a] | al 2 8 gissiale a| s/s) 8/8] 8/8/88 = 8 8/83 s] 8 8/8// 8] 8] a] 8/2] s/8] 2] | sles) gia] Ssjs
s s Fl Flols S| S| Ss] sla Ss s| is S| F| el el slo} sisia S| so] sc] sc] sl ola S| o| 2] ee] Ss] Ss] S| Ss] S| S|] S| SS] S| S] S] S| S| S| Sf Kl Hl Hl ofS] Slalsa
elsis 2 sl 3 els sle Ss els els| ela elclsi els] 8 19 glzs| s
CONTROL LINE CHAINAGE s/ Sls 8} o| 8 8 8 S/S) = S| 3] s|a7k AN] &| 2 Ss 3] 38 5| 38 iB) = 8/8) 8) R/S) 5) S| S| 8 S/R) S/S) se) 8] XS XP Sys] gs &
a| &} sia se} els) els 2 esl z| s| s/s) a/S/s|/s/s 8] 8) 8] 8) 5) 5/8 S| S|) $) 8] 8S) &) S| S| 8/8) ae) S/S) s) si sis) si S| 8} SRsoslsl Fsys
° nf S|] Slaps B) S|] Bla 3 ES S| 8] S| 8 si Seley ele SES) 2S) eS] 2) 2) 2 =/ =) =) 4) 2] 2) S) SE] SPE S|) SF] 8] 8) 8] 8] 8] S| 8} SPAS SA] A als
A1 SCALE: H 1:400, V 1:100 LONGITUDINAL SECTION ROAD CENTRELINE
2

HORIZONTAL CURVE DATA.

VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)

VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY LENGTH (m)

 
 
 

EXISTING NATURAL SURFACE

  
  
   

 

 

 

 

 

 

1L81.669

 

 

 

 

 

-6.8%

-3.9%

FLOOD LEVEL 2EY RL83.47

  
 
 

 

 

 

EXISTING NATURAL SURFACE
2m DOWNSTREAM

 

 

 

 
 

 

 

 

 

13.02

5.76

 

Culvert crossing array must be made up
of a minimum of 6 x 1800 mm wide cells
with a combined aperture width of at

least 10.8 meters

 

Amended in red by SARA on
24 December 2025 Date:

 

 

PLANS AND DOCUMENTS
referred to in the REFERRAL
R20 AGENCY RESPONSE Soverane

SARA ref: 2505-45871 SRA

24 December 2025

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DATUM RL= 78.800

FINISHED SURFACE LEVEL|& 3 3 5 5 = & 5 é é §
EXISTING SURFACE LEVEL 3) & & #| § & 2 g 2 zg :
CUT / FILL DEPTH 8 § 3] 8 g g g g s 8
CONTROL LINE CHAINAGE al 8 5 x 2 = 3 5 8 -
AI SCALE: H1:50, v1:50 LONGITUDINAL SECTION ACROSS CULVERT SECTION

 

 

Callaghan & Toth

Civil, Environmental & Hydraulic Engineers

PO BOX 2305 NOOSA HEADS 4567
1.16/90 GOODCHAP STREET NOOSAVILLE

Ph: 54749081 www.callaghanandtoth.com.au

 

CLIENT:

MICHAEL JONES

SURVEYED BY:

MURRAY&
ASSOCIATES

SURVEYORS & TOWN PLANWERS.

 

a

 

36 ROSES ROAD FEDERAL

SHEET No. IN SET | REVISION

 

 

[ADDITION OF SIGHT DISTANCE PLAN

 

FOR APPROVAL

DESIGN LONGITUDINAL SECTION & PAVEMENT INFO

9 OF 18 Cc

 

 

 

 

FOR REVIEW

 

 

 

 

REVISIONS

 

 

 

 

OPERATIONAL WORKS

 

DRAWING NUMBER Al

2319-009