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Response to Information Request - Received on 19/04/2012 · OPW11/0335
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CONCRETE
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0lAMrn:R ’300
GRADE 1:5 1:100 1:63 GRADE 1:10
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- 1:158 GRADE ~ DIMENSIONS
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DISTANCE 1’.736 25.296 37.761 DISTANCE 32.495 q 23.655 OISTNoICE
.. DIA. A B C 0 E r C H
300 900 1000 50 150 200 375
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.... ~ ~ ~ ~ ~ ~ 150 150
DEPTH TO I~ (PIPE) - -
DEPTH TO INVERT (PIPE) - OEPTH TO INVERT (PlpEl 225 150 JOO 900 1000 ,., 150 200 450
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~ :il8 ~g ~ 1i n ~~ ~ ! JOO 225 """ 1000 1750 50 250 J60 525
.- :;: .... ..; .. INVERT lEVEL (PiPE) < N INVERT lEVEL (PIPEl
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INVERT lEVEL (PIPE) 375 225 """ 1000 1750 50 250 J60 600
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SURFACE LEVEL (PROPOSED)
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~ SURFACE lEVEL (PROPOSEDl .-
~ .. ;:; SURFACE lEVEl (PROPOSED)
~ ~ 450 225 """ 1000 1750
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675
750
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~ ~ 600 JOO 470 1500 2450 75 150 540 825
CHAlNAGE 0
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~ 675 JOO 470 1500 2450 75 350 540 900
750 JOO 525 1500 2450 75 350 540 975
STORMWATER LONGITUDINAL SECTION STORMWATER LONGITUplNAL SECTION STORMWATER LONGITUplNAL SECTION 825 JOO 525 2000 3150 100 450 675 1050
HORIZONTAl..: 1:500 HORIZONTAl..: 1:500 HORIZONTAl..: 1:500 900 JOO 650 2000 3150 100 450 675 1125
VERTlCAL: l:SO VERTlCAl: 1:50 VERTICAL: 1:50
1050 JOO 650 2000 3600 100 525 800 1275
SCHEDULE
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THICKNESS OF CONCRETE TO flOOR SlAB
AND SIDE WAlLS VARIES BELOW.
PIPE OIA. 150 - 675 A.DOR SlAB 150 TI-iICK. SIDE WALLS 150 THICK
PIPE Ot.6.. 750 -
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CULVERT OUTLET
WoNr~AAI~OAN~{R~~~R
VElOCITY EXCEEDS 1.50 m/s
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E 23.02.12 SW lREATIIENT ANENOEO JS
0 16.11.11 AOORESSING COUNCIL Rf1 JS
C 02.09.10 ISSUE fOR /ol. JS
8 13.08.10 ISS1JE fOR RrN/ol. JS
A 18.06.10 APPRrN/ol. JS
ISSU OATE REVISION """""’"
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SPICE CONSULTING
j : CONSTRUCTION HYDRAULICS CONSUlT~
PO BOX 1406 BUDERIM 0 4556 f--.n
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Telephone 07 5445 3888
OBSA
1124616
Facsimile 07 5445 3824
Email -
rondoIlOfirepck.com.ou
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p:IDif CONTRAST CONSTRUCTIONS PIL f-
DRAWING: lE1IEl.:AHO
STORMWATER LONGITUDINAL
SCAli:
SECTION & DETAILS f-
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1>:3- 1:
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PROJECT F"ATUS ,
ESSENCE MIXED USE APPROVAL IISSUE f-
DEVELOPMENT at DAVID LOW WAY E
PEREGIAN BEACH
~64~OP41
SHEET,
3 OF 3
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