PART Response to Information Request · OPW11/0335

 

 

 

 

 

     
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Nh SWI ‘WM WM (GP in
fal WM S et Pd
FL i ayy 3 4 J 4 & E, 150
2 A 0 1250
awn L J |. Jal. J
"1 | J F
—~ ; WING WALL TOP TO BE LEVEL FOR FULL WIDTH AT
RE NATURAL SURFACE “TE CAL OF PIPE
Q
& 450
hat pl
\ 100mm SAND BEDDING 190 SAND _ |_.150
JH
90 DIA. uPVC ANTIPONDING
: TO DISCHARGE ONTO
STONE PITCHED APRON
—_— — SECTIONAL ELEVATION
—~
: 150
™ A 0 out 1250 !
™ 1 L|
™ BELL —T
Lo B
~ FAD ICP)
— . . | 7
s+ jeez 4
h}— — CY 35 Ze\ee
-—— GS 82 Qss|gé
| CONCRETE = = oO o
HEADWALL z Bu pn lan
ss gs) -| 88 Ose |ke
= BND ob rida
Ore = , cS << é¢
(4s SPECIFIED, T aS\p) 700 5a
= oh— OSD BS {Sx
~ ol Hs 8 88
°
ALL CONCRETE Sip S 38 8 8
20 MPA + 3 Ora ]|5o
S
DATUM RL 0.000 DATUM_RL_0.000 5 1S Q
DPD.
pian RAISES |
LINE 1 1 1 1 H 1 LINE 2
‘ 8 | a
DIAMETER #300 300 300 300 2 0375 DIAMETER g _
g S DIMENSIONS
GRADE 4:7 1:97 4:21 1:49 a 15160 | GRADE = ,
S S
8 : 3 . 0 E F G H
DISTANCE 11,700 25,300 26.800 27.000 8 40,000 DISTANCE 8 DIA A B
: 0 0 300 900 +000 50 450 200 375
3 8 3 8 3) (8 8 3} (8 oo
DEPTH TO. INVERT (PIPE) c 3 = = a|fA 3 DEPTH TO INVERT (PIPE) | |= 225 150 300 300 1000 50 150 200 450
8 8 8 8 g 8 8 8 8 3 8 8 8 g 30: 225 400 1000 1750 50 250 360 525
INVERT LEVEL (PIPE) nN lw 15 [3 lua ALIN rs INVERT LEVEL (PIPE) i in 375 225 400 4000 1750 50 250 360 600
2 8 8 8 8| 18 8 ; 8| |g . 480° | 228 400 1600 1750 60 250 «| «360 675
a % q @ S| 18 ® g} [8 - -
SURFACE LEVEL (PROPOSED) [© © © + sls a SURFACE LEVEL. (PROPOSED) *| |* 525° | 225 400 1000 | 1750 50 250 360 750
o 2 ~
° 3 8 8 3\/8 < e| lo 600 | 300 470 1500 | 2450 i 350 540 825
8 3 @ = |S 3 8| 8
CHAINAGE 3 2 8 S Bh 18 = CHAINAGE 3] fH 675 300 470 1500 2450 75 350 540 900
750 300 525 1500 | 2450 75 350 540 975
825 300 525 2000 | 3150 100 450 675 1050
STORMWATER LONGITUDINAL SECTION STORMWATER LONGITUDINAL SECTION soo. | 300 | 650- | 2000 | 3150 | 100 wo | 678 1125
HORIZONTAL: 1:500 : HORIZONTAL: 1:500 :
VERTICAL: 1:50 VERTICAL 1:50 1050' | 300 650 2000 | 3600 100 525 800 1275

 

 

 

 

 

 

 

 

 

 

 

SCHEDULE

* THICKNESS OF CONCRETE TO FLOOR SLAB
AND. SIDE WALLS VARIES AS BELOW.

PIPE DIA. 150 — 675 FLOOR SLAB 150 THICK. SIDE WALLS 150 THICK
PIPE DIA, 750 — 1050

CULVERT OUTLET

FOR USE IN STEEP AND / OR SCOUR
PRONE TERRAIN AND WHERE OUTLET
VELOCITY EXCEEDS 1.50 m/s

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2 .
D |16.11.41 ADDRESSING COUNCIL RFI Js
© |02,09.10 ISSUE FOR APPROVAL JS i
B 113.0810 ISSUE FOR APPROVAL JS
A | 18.06.10 APPROVAL JS : ~
ISSUE] DATE _REVISION DESIGNED
to? SPICE CONSULTING t-
4 | CONSTRUCTION HYDRAULICS CONSULTANTS|
not ro Box 1406 PUDERM Se 4556 pO
elephone srw Ss
QBSA Facsimile 07 5445 3824 {
1124616 Email — [email protected] AHSCA
CUENT CONTRAST CONSTRUCTIONS PIL L.
DRAWING : LEVEL: AHD
STORMWATER LONGITUDINAL SCALE:
SECTION & DETAILS Al _ 1: . —
A3- 1: —
PROJECT STATUS. HSSUE +
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