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Attachment C - Engineering plans - Stormwater
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn ck
tba
y se ck
dar a
CLEAN ROOF WATER TO BE b oun y setb ack
ide dar y setb
DIRECTED TO RAINWATER TANKS m s boun
1.5 e dar PUBLIC PATH
sid oun
2m id eb
.5 ms
2
k
dec
ing
TOTAL ROOF AREA, APPROX 252m2 to dry
path
den
gar EXISTING DWELLING ROOF
a OUTLINE, APPROX 133m2
l are
poo
ed
dscap
lan
ROOF PITCH FALL TO THE EAST COLLECTED
BY ROOF GUTTERS AND DOWNPIPES
pool
GREEN ROOD OVER GARAGE AS PER ARCHITECTURAL
DRAWINGS. DRAINAGE ASSUMED TO BE COLLECTED DWELLING SUPPORTS TO BE PILED BELOW
AND DIRECTED TO INFILTRATION TANK INFILTRATION PIT AREA TO A SUITABLE DEPTH
AND CONFIRMED BY A GEOTECHNICAL ENGINEER
landscaped pool area
DN100Ø OVERFLOW PIPE FROM TOP OF INFILTRATION AREA TO BE
DIRECTED TO 1m2 ROCK SCOUR PAD (D50=150mm, 250mm THICK) TO
ck line
stair PROTECT DOWNSTREAM ENVIRONMENT AND LOCATED WITHIN
n area
FLATTER TERRAIN OF THE COASTAL PROTECTION ZONES
setba
PROPOSED RAINWATER TANKS (MINIMUM 3,000L)
tectio
FOR ROOF WATER HARVESTING AND REUSE. basement
n area
LOCATION INDICATIVE AS SHOWN ON
stal pro
beach storage
ARCHITECTURAL SECTION DRAWINGS rl: 20,800
tectio
to coa
stal pro
2.5m side boundary setback
2m side boundary setback
ver in
1.5m side boundary setback
m coa
cantile
15
3m
T
CEN
BASEMENT LEVEL OF
ARCHITECTURAL DRAWINGS SHOWN PROPOSED INFILTRATION AREA TO BE LOCATED CLEAR OF BUILDING
RES
POSTS/PILES/BOUNDARIES (MIN 1m). INFILTRATION PIT FILLED WITH
20mm GRAVEL (0.35 VOID) WRAPPED AND LAPPED IN GEOFABRIC.
MIN 0.45m COVER TO INFILTRATION AREA.
RAIN WATER TANK OVERFLOW TO BE
KC
LENGTH=1.5m, WIDTH=1.0m, DEPTH=0.75m
DIRECTED TO INFILTRATION AREA
PAR
INSTALL 450x450 DISCHARGE CONTROL PIT (DCP) UPSTREAM
OF INFILTRATION TANK FOR HIGH FLOWS SURCHARGE.
AREA TO BE ROCK LANDSCAPED OVER GEOFABRIC AND
PLANTED TO PREVENT EROSION
1m CONTOURS APPROX.
ONLY(GIS DATA) ADJACENT PROPERTY BOUNDARIES,
APPROX ONLY (GIS DATA)
Filename: X:\2020 PROJECTS\200849 PROPOSED RESIDENTIAL DWELLING - 20 PARK CRESCENT, SUNSHINE BEACH\3.0 CAD\DRAWINGS\200849-C-00004.DWG
NOTES:
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS.
2. DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT
SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY.
3. ROOF WATER DOWN PIPE ARRANGEMENT TO RAINWATER TANK AND
RAINWATER TANK OVERFLOW TO INFILTRATION PIT TO BE DETAILED BY
A HYDRAULIC CONSULTANT.
4. THIS PLAN SHOWS THE OVERALL STORMWATER MANAGEMENT
Last Plotted: 2021-03-29
CONCEPT FOR THE SUBJECT PROPERTY.
5. LANDSCAPE ARCHITECT TO PROPOSE SUITABLE SPECIES FOR
STABILISATION OF ALL AREAS. SURVEY DATA
6. INFILTRATION AREA SIZED USING WATER SENSITIVE URBAN DESIGN SURVEYED BY 'LIVINSTONE GROUP' DATED
GUIDELINES, CHARTS AND SITE CONDITIONS. 07/07/2020. PLAN REFERENCE 7376-01.
Last saved by: GRANT(2021-03-29)
ARCHITECT
REFER 'TEELAND ARCHITECTS' DESIGN
DRAWINGS & DOCUMENTS.
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
J & S DOUGLAS 20 PARK CRESCENT CIVIL
0 2.5 5 Vert. Datum SUNSHINE BEACH, QLD, 4567 Design GM STORMWATER MANAGEMENT LAYOUT
A1 1:100
m AHD
PROPOSED RESIDENTIAL DWELLING Check LS
200849-C-00004 A
RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL Approved Signed
A FOR APPROVAL 29.03.21 LS PSM44270 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 29.925
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
Date 29.03.21 L.SWANN
RPEQ 21223
Status NOT FOR CONSTRUCTION
Size A1
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