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PART Response to Information Request · OPW11/0335
Very large file (26.7 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.
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1 I ) 1 I
90 PIA PVC ANTIPONOWC
TO DISCWNCE ONTO
SIONI PIICHFO APRON
SECTIONAL ELEVATION
CONCRETE
»GOWUL
0MW R. 0.000
.1526E I 1
0W47ER 1300 0.100 0300 1)00 6375
DIMENSIONS
GRADE 1:7 1:97 1:21 1:49 11160
R OIA. A 8 C 0 1 F G H
DISTANCE , 1700 25.300 26.600 27.000 $ 40.000
150 150 500 900 1000 50 150 200 375
a
$ R a R
775 ISO 500 900 1000 50 ISO 200 450
c DEPTH TO 6MR7 (RPCL o
OEPTH TO INSERT (PIPE)
300 225 400 1000 1750 50 250 360 525
R 8 R 8 R 8R 8R 8
^ a m 375 225 400 1000 Ir50 50 250 360 600
INVERT LEVEL (PIPE)
INVERT LEVEL PIPE ^ i0
h 8 8 8 450
525
225
225
400
400
1000
1000
1750
1750
50
50
250
250
360
300
617
750
SURFACE LEVEL PROPOSED) W
600 500 470 1500 2450 75 250 540 825
0 $ 8
8 8 675 500 470 1500 2470 75 350 510 900
owNAGE
R
750 30 5525 1500 2450 73 330 540 975
625 300 525 2000 3150 100 130 675 1050
STORMWATER LONGITUDINAL SECTION I,) WATER LONGITUDINAL SECTION 900 300 650 2000 3150 100 450 673 1125
IWpRONTAL 1500 1.500 100 000 1275
1050 500 670 2000 .1100 323
vEprKck 1 70 5O
SCHEDULE
• TIGCKNE55 OP CONCRETE TO FLOOR SJ 6
AND SIDE WALLS VARIES AS BELOW
PIPE OIA 150 - 675 FLOOR SLAB ISO 7600. SUE WALLS 150 NICK
PIPE OIA 750 - 1050
CULVERT OUTLET
FOR USE IN STEEP RIO OR SCOUR
PRONE TERRAIN AND OUTUT
KELOCIIV EACEEDS 1 50 m/1
D 16.11. II CIWl'.46K COJNCIL HI
C 0709 10 IS91 FOR APPROVAL
130a 16 ISSN FOR N'PROVAI
1606.10 /PPROW 15
OLâ Om
! SPICE CONSULTING
CONSTRUCTION HYDRAULIC`, CON SULTANTS!
PO BOX 1406 BUDERIM 0 455E
Telephone 01 5445 38 88
OBSA Pac9im.Ie 07 5445 382 4
1124616 Email - randallOf repok.oom.a.. AHSCA L
OMWe1C
STORMWATER LONG)TUOMUL
SECTION 6 DETAILS
SCALE
Al- 1:
A3- 1:
PR01(C1
ESSENCE MIXED USE APPROVAL
261
DEVELOPMENT at DAVID LOW WAY
PEREGIAN BEACH 964.OP4
3 01 3
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