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2196 - Engineering Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
OPENING IN BASE OF WALL 100mm PVC PIPE
FOR OVERLAND FLOW USIL 37.50; DSIL37.25 450x450 PRECAST PIT
TOWARDS STREET LENGTH 23m;GRADE 2.2% SOLID SEALED COVER
50mm PVC PIPE TO ALLOW
MAJORITY OF STORMWATER SL37.60; IL37.25
DEWATERING OF RESIDUAL
450x450 PRECAST PIT FLOWS CONVEYED TO STREET PROVIDE ORIFICE PLATE 900x900 SOAKAGE/INFILTRATION PIT
WATER IN SYSTEM
SOLID SEALED COVER UNDER HYDRAULIC PRESSURE AS DETAILED BELOW FOR RESIDUAL WATER IN SYSTEM
USIL 37.25; DSIL37.15
S
2/ 100x150 RHS TO SL37.95; IL37.50 CLASS B GRATED COVER
LENGTH 7m;GRADE 1.4%
KERB ADAPTORS EXISTING BOUNDARY SL37.50; IL36.90
0
7.6
(IL37.75; LENGTH 4m)
.85
3
37
W
RL
EXISTING 150Ø SEWER PIPE
.90
RL
.80
37
S
37
RL
RL
W
EXISTING WATERMAIN
S
W
S
3mx3m INFILTRATION PIT
20mm-40mm GRAVEL SCREENINGS
FULLY GEOFABRIC WRAPPED
ROOF FALL
W
S
ROOF FALL
EXISTING BOUNDARY
PROPOSED DWELLING 1
W
FFL37.93
S
GARAGE
MARGIT CRESCENT
POOL
FFL37.88
EXISTING BOUNDARY
W
S
W
SS
W
PROPOSED
GARAGE POOL
FFL37.88 DWELLING 2
S
W
FFL37.93
ROOF FALL
ROOF FALL
S
3mx3m INFILTRATION PIT
20mm-40mm GRAVEL SCREENINGS
W
FULLY GEOFABRIC WRAPPED
S
W
S
.60
37
RL
W
3
S
.75
R05
37
2/ 100x150 RHS TO
RL
OPENING IN BASE OF EXISTING BOUNDARY
KERB ADAPTORS WALL FOR OVERLAND 100mm PVC PIPE 50mm PVC PIPE TO ALLOW 900x900 SOAKAGE/INFILTRATION PIT
(IL37.95; LENGTH 4m)
W
FLOW TOWARDS REAR USIL 37.75; DSIL37.25 FOR RESIDUAL WATER IN SYSTEM
S
450x450 PRECAST PIT DEWATERING OF RESIDUAL
LENGTH 23.6m;GRADE 2.1% SOLID SEALED COVER WATER IN SYSTEM CLASS B GRATED COVER
MAJORITY OF STORMWATER SL37.60; IL37.25 USIL 37.25; DSIL37.15 SL37.50; IL36.90
450x450 PRECAST PIT
FLOWS CONVEYED TO STREET PROVIDE ORIFICE PLATE LENGTH 7m;GRADE 1.4%
SOLID SEALED COVER
UNDER HYDRAULIC PRESSURE AS DETAILED BELOW
SL38.20; IL37.75
STORMWATER LAYOUT
SCALE 1:200
a:\2196-no. 6 margit cres, sunrise beach\acad civil opw\2196-opw.dwg
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED DUAL OCCUPANCY DEVELOPMENT 2196
A 04-04-23 FOR APPROVAL JL CL AT 6 MARGIT CRESCENT, SUNRISE BEACH
DATUM AHD
0 1.25 2.5 3.75 5.0 6.25m FOR SUNSHINE ENTERPRISES PTY LTD (QLD) SHEET: 7 OF 10
DESIGN JL
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN JL
SCALE 1:125 A3
DESIGN CHECK
Director: CAMERON LANDRETH
p 07 5443 8285 STORMWATER MANAGEMENT PLAN R07 A
CL (RPEQ 19358)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MARCH 2023 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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