Council archive · source document
Amended Plans From Applicant · OPW11/0335
Plans and drawings: the text below has words only, no drawings.
Very large file (18.3 MB): may take a few minutes to open.
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SECTIONAL ELEVATION
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-_ SURCHARGE PIT SPl IN
BIQ-RETENTlON BASIN OISCHARGE OVER STONE j~
PITCHED SPILL WAY (ACCESS
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ROAD) VIA CONCRETE HOOWALL
GRADING INTO BIORETENT1ON
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BASIN Cl b. I I
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PLAN
DATUM RL 0.000 QATUt.4 RL 0.000 OATUt.4 RL 0.000
DIMENSIONS
OIA. A B C 0 E r G H
ISO 150 300 900 1000 SO ISO 200 375
225 ISO 300 900 1000 SO ISO 200 .50
UNE 1 1 1 1 UNE 2 2 UNE 3
300 225 400 1000 17SO SO 2SO 360 525
OIAMillR _300 ’300 .300 300 DIAMETER ’225 .375 DIAMETER .225
37> 225 400 1000 17SO SO 2SO 360 600
CRADE 1:5.3 1:101.2 1:33.68 1:32.4 CRADE 1:85.82 1:186.39 CRADE 1:28.20
’SO 225 .00 1000 1750 SO 2SO 360 675
DISTANCE 11.736 21.571 37.050 ~.O52 DISTANCE 4.291 55.917 DISTANCE 1.410 525 225 .00 1000 17SO SO 2SO 360 1SO
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C! ~ 600 300 410 1500 2450 15 3SO 540 825
DEPTH TO INVERT (PIPE) -
DEPTH TO INVERT (PIPE) DEPTH TO INVERT (PIPE) -
615 300 410 1500 2<450 15 3SO 540 900
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~ ~~ Ii! Ii! g 1SO JOO 525 lS00 2.SO 15 350 540 915
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INVERT LEVEL (PIPE) .- ...... ...... ,.;,.; ,.; INVERT LEVEL (PiPE) ,.; ,.;,.; ~ INVERT LEVEL (PIPE)
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825 300 525 2000 31SO 100 ’SO 615 1050
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~ ~ 900 300 6SO 2000 3150 100 ’SO 615 1125
SURFACE LEVEL (PROPOSED) .. ~
SURFACE LEVEL (PROPOSED) SURFACE LEVEL (PROPOSED)
1050 300 650 2000 3600 100 525 800 1275
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CHAlNAGE
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1 STORM WATER SCHEDULE
STORMWATER LONGITUDINAL SECTION LINE LONGITUDINAL SECTION LINE 2 STORMWATER LONGITUDINAL SECTION
HORIZONTAl..; 1 :400 HORIZONTAl: 1:400 .
nilCKNESS OF CONCRETE TO FLOOR SlAB
LINE 3
VERTICAl: 1 :40 VERTlCAI..: 1:<10 AND SIDE WALLS VARIES AS BELOW.
HORIZONTAL: 1 :400
VERTICAL: 1 :40
PIPE 01.6.. ’50 -
675 FlOOR SLAB 150 THICK. SIDE WAlLS 150 THICK
PIPE OIA. 750 -
1050
CULVERT OUTLET
FOR USE IN STEEP AND / OR SCOUR
PRONE TERRAIN AND WHERE OUTLET
VELOCITY EXCEEDS 1.50 m/s
C 21.09.12 S11lRJjWA1!R 1.ONCSECT1ON ANENOOl JS 2
F 14.06.12 LONGSECT10NS RE\1SEO JS
E 23.02.12 S<< TRfAlWIT ^MOOED JS
0 16.11.11 .IDIlR!SS1NG COUNCIl RfI JS
C 02.09.10 ISSUE FOR N’PROI’II. JS
B 13.08.10 ISSUE FOR N’PROI’II. JS
A 18.D6.10 APPROI’II. JS r--
ISSU DATE ."""ON O<SIGNED
APPROVED 1<"i((L r r
SPICE CONSULTING r
CONSTRUCTION HYDRAULICS CONSULTANTS
D REYN L
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
Q 9072
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OSSA
PO SOX 1406 SUDER1M 0 4556
Telephone 07 5445 3888
Facsimile 07 5445 3824
1124616 Emoil rondoUCfirepok.com.ou
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COMPONENTS: CONTRAST CONSTRUCTIONS P/L r
WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET DRAWING: LEVEL: AHD
SMH1/1 STORMWATER LONGITUDINAL
SEWER LINE SMH3/1 -
SCAI.E:
SECTION & DETAILS
STORMWATER LINES Al- l:
FI/1 -
SP1 A3- 1:
0
PROJECT I:STATUS :
FI/2 -
OUTLET
SW M/H OUTLET ESSENCE MIXED USE APPROVAL rSSUE
GPT - -
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C,P2 SP2 -
DEVELOPMENT at DAVID LOW WAY
PEREGIAN BEACH
9G640~ OP31
C,P1 - EX SW M/H SHEET:
3 OF 4
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