Compiled Approved Plans - OPW19 0203.03 · OPW19/0203.03

 

 

 

 

 

 

 

 

   
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STRUCTURE SJ} 5 5 5 $ g 2 5
NAME | 3 SF SUF a 7 3

g q zl Z| 2 y Z y 3

| af af og] yg a
STRUCTURE z e | | Q 3 z B |
DESCRIPTION = 3 s g 2 3 5 e g

J | J 7 8 3 gy

| g
— aoa.
v /

PIPE SIZE (mm) 3000 3000) 3008, 3750. 1500) 2008)
PIPE CLASS 2 2 2 2 pve 2
PIPE GRADE (%) 0.50% 0.50% 0.50% 0.50% 248% 054%
SRESLOPE TOM Tee par at ta
FULL PPE VELOCITY (is on | or | oo | iv 0
PART FULL VELOCITY (mis) 10 0 188 var 192
DATUM RL 9.0. 80 9.0.
H.G.LIN PIPE & ae Se as ale g as 5 8 8
W.S.E IN STRUCTURE
PIPE FLOW
(Comers) caro | com | aos | ote oat ose
Ar GRADE (comecs) cos | oom | oom | xz zt oor
DEPTH TO INVERT Foss IS Js Se ese Fo
INVERT LEVEL 8 ss se ge as & 38 g 8
OF DRAIN
DESIGN SURFACE gz gl a g 3 g g & E
LEVEL

ge ee 2 @e ale alg ge
SETOUT se gle sled SS alg ae
COORDINATES ge IB S|E SB IE ale ge 8

3 3 3| 3 3 3 z

ICHAINAGE a ra F) rose 3 19000 8] 452 3 a tea 3 5] ssn 4

 

 

LINE

2

3217

2.182

2700

NTO7E275.549

 

 

NOOSA COUNCIL
APPROVED PLAN

OPW19/0203 13 DEC 2019

 

 

OC

TYPICAL MANHOLE SETOUT

SCALE

  

© vevores serourront

 

TYPICAL HEADWALL SETOUT

SCE TSO

© venores serour pont

 

=

TYPICAL FIELD INLET SETOUT

SOME 150

 

 

 

© owvores serourrowt

 

 

No

 

FACE OF KERB

 

 

 

 

 

UP OF CHANNEL

TYPICAL LIPIN LINE GULLY SETOUT

SCALE TSO

© enotesserour pont

Note
THE CONTRACTOR IS RESPONSIBLE TO ENSURE GULLY PITS ARE
LOCATED CORRECTLY IN RELATION TO THE KERB AND CHANNEL
TO COUNCIL STANDARDS

1 jm
HORIZ: ————
‘Scale 1:500@A1
Scale 1:1000 @A3

0 1 2 3m
VERT: (mam —
Scale 1:50 @A1
Scale 1:100 @A3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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