Approved plans and specifications

 

VIP RL 94.83

NEW 600x300 RCBC

[

qT. VIP RL 94.272

VIP RL 94.76
VIP RL 94.615

 

       
 

tb up RL 92.902

 

VIP RL 91.857
IP RL 91.348

J VIP RL 90.074

  

 

VIP RL 87.242

7
Zs VIP RL 88.114

FINISHED SURFACE

VIP RL 85.654

IP RL 85.654

 

 

 

 

     
  

VIP RL 85.906

  

 

EXISTING NATURAL SURFACE

 

 

 

 

SEE BELOW LONGITUDINAL SECTION
FOR DETAILED CULVERT SECTION

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

E
B x 3
3 3 8 S
oS a «o s+ 5S 2
= =z a oS x 8
= a z = 3 i
— > a x z 3 G 2 2
se = a = 3s 8 3
Ph = & z 8 3 fs
= p= $ z 3 a
7 i, Sf a a
> >
cf
\. |
\
NEW 3 x 0375 SW PIPES } |e
HORIZONTAL CURVE DATA R-20 R-60 R60 R-60 R20 R 20.9 R165 R20_R 20
VERTICAL CURVE LENGTH (m) ve 1.12 || |ve 6.09] cb.99 VEN
VERTICAL CURVE RADIUS (m) R {00 R 400 Rbo| = RBR
VERTICAL GEOMETRY GRADE (%) 1% _ | -2.5% [7,5%|-4.9% 5.2% L6|7% 6% -6% 11/15 1% 8% 0% 3% 4.7% 6.8% —__|-3.54%| | 0% 444%
VERTICAL GEOMETRY LENGTH (m) 7 | 58 [457 | 5.40 21.59 18.54 8.55 1.22 11145 7.91 19.87 9.35 9.93 13.02 5.76 [17.184 14.886
DATUM RL= 76.200
el ef el alale wl elal elel ele! =) el ol clelelelelels zisls) slalealelelelslelelelelalalelalelelelalclelelel =] oe) ale elelel elele
FINISHED SURFACE LEVEL 3 §| 2 says &| S$) a) s|/s cy 4/8} 8 S| 8) S/S) Se) apsypRpa %| S| &) 8) S) S| | =] S| 8) S/R) RF] GB] S| A] S| S| S| SB) SP RP Rl S/S} S} S] S| S/S) Sl al Skis
TT 3S S| S| S|S/S 8] 8) Ss) Sts 3S 5/5) 8 8} S| BS] S| B| 8| 8] |S | 8B] 8) B| 8] Bl] 8] S| B| B| B| 2] 2] Bl) 8B} 2) 8) 8) 8) 3) S$) S| S| S| S| S| VB) B | S| 3/8) S| &] 8B] 3B
sl «| =] elele x sie] clsl = els) ef =| 2] slelelelalele wlolelslelslels|slelelslelslclelslelslelalelalelalel els] elsl ele] slele
EXISTING SURFACE LEVEL 8 8) 8) S/ ae 8) 8k) 5/8 8 &| 5) 8 2] S| 8) 2] 8) S) 8) 2) 8 &/ S| 2) 8) R&S) AN] S| &) QS) S| 8) S| SB] 8] B) S|) R/S) SPS) B/S) 8) FS) S| B/S) Xs) S| 8 sis
wo == a 3s) 3] alsls 8) Sis] sig S 5/s| & 8) 8] S/ 8/8) 8/s/ sls 8B| 8] S| 8) B| B| B| S| 8} B| S| S| 8] 8] S| S| S| S| ZS) S| S| S| S| S| S| Vl Bl Bl Bla) BB} Bl &] 2) B
e| 2 2) sle ml af a
CUT / FILL DEPTH 8 § 8) sales 8) §§) Bs & 8 8 BS) 8888/8 8/8 8] &| S| 8] 8) 3] 8] 8) S| F| S| §) &| 2) 8) 8) 8) 8) B) &) 8] 8) 8) 8) SB) S) S| =) 8) SZ) Sf 8) s
Ss o| FF] elols s| cs] Ss] slo Ss s| so S| F| Fel al sj sj ata S| Ss] so} 5] S| 5} S| S| 5] S| P| PF] P] SS] So] S| Sf Sf S| S|] Sf SO] So] S| S| GO} S| SO =|~-| silo] S| el sls
elsle 3 jslel Jelslel Jslel ls gis\_lelsielal jalciaigl sls ») zelsl =
CONTROL LINE CHAINAGE ~/ ela go) 8 s| 3 e\s} ce] sf} gs] slafg} /§) 8/8 8) |/8 8) |5/8)8) | 8) 8) | Bel 8/2 s/§) 8) 88) | 8 5/8) 8) S| 8) =) 8) SES) 8) Js
al Lisl x) =lsl elzl 3 sisi 2] | al sisisisis/sls 8/8] s) 8/5) 5/8) 8] s/s] $8) ss) 5/8) 8 8) e s/s s/sisisisigi es] 8) g/g Ssls) sisis
of -| S| FlSls SB, s/3| sls] 8 gis] &, sf 3] sisi si sisi sie 2/8) 2/2) 28) 2/8 8/2 =) = BS SS SE ES SS 8 S/R S|] 8] S| N) NUS SRS) SR] R
At SCALE: H 1:400, V 1:100 LONGITUDINAL SECTION ROAD CENTRELINE
3
EXISTING NATURAL SURFACE
2m DOWNSTREAM
FLOOD LEVEL 2EY RL83.47 ~
4 Fe PLANS AND DOCUMENTS
- referred to in the REFERRAL
EXISTING NATURAL SURFACE AGENCY RESPONSE Goverment
HORIZONTAL CURVE DATA 20. R-20 R20 SARA ref: 2505-45871 SRA
: 1 April 2026
VERTICAL CURVE LENGTH (m) Date: ia
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 6.8% -3.54% 0% 4.44%
VERTICAL GEOMETRY LENGTH (m) 13.02 5.76 7.184 14.886
DATUM RL= 78.800
els 3 8 8 g g = 8 sg) 8
FINISHED SURFACE LEVEL|S| & x =| = = a e 8 < xs
8] 8 8 3| 3s g 8 8 8 8) 8
~| 2 ts we) = 2 re 2 ts e|
EXISTING SURFACE LEVEL |2| & 8 8) 8 & 8 = 8 8 S
WJRS LOSES g\ 3 3 s| 5 3 3 % 3 8] 8
CUT / FILL DEPTH g)8 s =| 3 S z g 5 s 3
s|o S _ - So So Ss ° s s
= 8 =+| 8 x g a & =
CONTROL LINE CHAINAGE |<] © & S| = 2 2 S Rg ° s
A|N a a a & a ag aq a a
A SCALE: H 1:50, Vv 1:50 LONGITUDINAL SECTION ACROSS CULVERT SECTION
CLIENT: SURVEYED BY: SHEET No. IN SET | REVISION
Call aghan BT oth rai Engineers [03/26 [CULVERT DESIGN CHANGE MP D mr] 86 ROSES ROAD FEDERAL 9 OF 18 D
> [1725 [ADDITION OF SIGHT DISTANCE PLAN cr 3D abt | DESIGN LONGITUDINAL SECTION & PAVEMENT INFO
PO BOX 2305 NOOSA HEADS 4567 MICHAEL JONES MURRAY& Twas FOR APPROVAL cr M ADT DRAWING NUMBER Al
1.16/20 GOODCHAP STREET NOOSAVLLE i! aati A J0w/25|FOR REVIEW stom 7 | OpERATIONAL WORKS 2319-009
= INDEX} DATE REVISIONS DRAWN |CHECKED APPROVED