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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GRADING INTO 810RETENTlON
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BASIN Cl b. I I
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PLAN
DATUM RL 0.000 DATUM RL 0.000 DATUM RL 0.000
DIMENSIONS
OIA. A B C 0 E F G H
ISO 150 JOO 900 1000 50 ISO 200 375
225 150 JOO 900 1000 50 150 200 .50
UNE 1 1 1 1 UNE 2 2 UNE 3
JOO 225 400 1000 1750 50 250 ’60 525
DIAMETER _300 OJOO 11300 JOO DIAMETER 111225 .375 DIAMETER 111225
375 225 400 1000 1750 50 250 ’60 600
CRADE 1:5.3 1:101.2 1:33.68 1:32.4 CRADE 1:85.82 1:186.39 CRADE 1:28.20
’50 225 400 1000 1750 50 250 360 675
DISTANCE 11.736 21.571 37.050 4.052 DISTANCE 4.291 55.917 DISTANCE 1.410 525 225 400 1000 1750 50 250 360 7SO
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ci " ~ 600 300 .70 1500 2450 75 ’SO 540 825
DEPTH TO INVERT (PIPE) - - ci DEPTH TO INVERT (PIPE) ci ci OEPTH TO INVERT (PIPE) 675 JOO .70 1500 2450 75 3SO 540 900
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INVERT LEVEL (PiPE) INVERT LEVEL (PIPE) INVERT LEVEL (PIPE)
825 JOO 525 2000 3150 100 .50 675 1050
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~ ~ 900 300 650 2000 3150 100 .50 675 1125
SURFACE lEVEL (PROPOSED) .; ~ ~ ~ n SURFACE LEVEL (PROPOSED) SURFACE LEVEL (PROPOSED)
1050 300 6SO 2000 3600 100 ’25 800 1275
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SCHEDULE
STORMWATER LONGITUDINAL SECTION LINE 1 STORMWATER LONGITUDINAL SECTION LINE 2 STORMWATER LONGITUDINAL SECTION
HORJZONTAL.: 1 ;400 HORIZONTAl,; 1:-400 .
THICKNESS OF CONCRETE TO FLOOR SlAB
LINE 3 BELOW.
VERTICAL: 1 :40 VERTICAl: 1 :40 AND SIDE WALLS VARIES
HORIZONTAL: 1:400
VERTICAl: 1 :40
PIPE OIA. 150 - 675 FLOOR SlAB 150 THICK. SIDE WAlLS 150 THICK
PIPE OIA. 750 -
1050
CULVERT OUTLET
~~N~S~RAlS::~OAN~iR~R~R
VELOCITY EXCEEDS 1.50 m/s
G 27.09.12 SlllRlIWATER lOOCSECOH "’EHOOl JS ~
F 14.06.12 LONGSEC110NS RE\1SBl JS
E 23.02.12 SW lREATIIDIT "’ENDED JS
o 16.11.11 AOORESSlNG COJNC1L Rfl JS
C 02.09.10 ISS\E FOR N’PRrN JS
8 13.a1.10 ~FOR APPROI’ JS
A 18.06.10 APPROV JS r-
ISSU ""~ REVISION OESlCHED
APPROVED f~((L SPICE CONSULTING r
D REYNOL
RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
COMPONENTS:
Q 9072 Y1i
fUENT
OBSA
1124616 Emoil
CONSTRUCTION HYDRAULICS CONSULTANTS
PO BOX 1406 BUDERIM 0 4556
Telephone 07 5445 3888
Facsimile 07 5445 3824
-
rondoIlOfirepok.com.ou
CONTRAST CONSTRUCTIONS P/L
R~
AHSCA
1--’"
WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET DRAWING: LEVEL: AHD
SMH1/1 STORMWATER LONGITUDINAL
SEWER LINE SMH3/1 -
SCALE:
SECTION & DETAILS
STORMWATER LINES A1- 1:
SP1 A3- 1:
FI/1 -
o
ATUS
FI/2 -
OUTLET PROJECT IISSUE :
ESSENCE MIXED USE
APPROVAL I
OUTLET
G
-
GPT - SW M/H -
C,P2 -SP2
DEVELOPMENT at DAVID LOW WAY
PEREGIAN BEACH
9640~OP31
C,P1 EX SW M/H
- SHEET:
3 OF 4
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