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Engineering Drawings
Original PDF page 3, section 2. The text section number identifies this passage in the reader.
STORE
Unit 16
13.09m3
STORE
Unit 15
13.09m3
STORE
Unit 14
13.85m3
STORE
Unit 13
13.03m3
Electrical
Store
B5
B6
B7
TEMPORARY SEDIMENT BASIN
Visitor Visitor
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ALREADY SHOWN) TO BE INSTALLED WHERE NECESSARY & AS
D.P
D.P
P3 DIRECTED ON SITE BY THE SUPERINTENDENT.
D.P
D.P D.P
D.P P23 P14
PWD PWD
Visitor Shared Zone
AS2890.1
user Class 1A 8. SEDIMENT & EROSION CONTROL DEVICES ON THIS PLAN ARE
BIO BASIN
P4
UNIT 19 UNIT 18 UNIT 17 UNIT 16 UNIT 15 UNIT 14 UNIT 13
BO
P24
UNIT 19
P15
INDICATIVE ONLY. IT IS THE RESPONSIBILITY OF THE SITE MANAGER TO
P35 P34 P33 P32 P31 P30 P29 P28
ENSURE THAT THE INTENT OF THIS PLAN AND THE ENVIRONMENTAL
P5
MANAGEMENT PLAN ARE COMPLIED WITH.
32 903
B99
P6
9. EROSION AND SEDIMENT CONTROL DEVICES/STRATEGIES TO BE
RP893427 T1631 COMPLETED PRIOR TO DISTURBANCE OF THE SITE, AND SHALL REMAIN
D.P
D.P
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IN PLACE UNTIL PERMANENT WORKS ARE COMPLETE AND CATCHMENT
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P36
BO
UNISEX PWD VEGETATION IS ESTABLISHED (75% GRASS COVER MINIMUM) .
AMENITIES
COMMERCIAL COMMERCIAL COMMERCIAL FFL 5.75 COMMERCIAL
Pump Room
FFL 5.75
Fire Hydrant
FFL 5.75 FFL 5.75 PWD
FFL 5.75
X
Shared Zone
PWD
Bins Bins
10. AREAS OF WORKS THAT REQUIRE DISTURBANCE OF SOIL SHALL BE
KEPT TO A MINIMUM TO LIMIT THE EXPOSURE OF SOIL TO RAIN-DROP
D.P
D.P
D.P
D.P
COMMERCIAL
D.P
D.P
BINS
F. H. R.
IMPACT AND OTHER FORMS OF WIND/STORMWATER EROSION.
X
CARPARK
X
ENERGEX
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Brigade Booster
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LEGEND:
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Pad Mount ||
11. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS
EXIT
Cabinet
Transformer
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CARPARK
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16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
STANDARD SPECIFICATION.
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ENTRY
Commercial Signage
S S S S S S S S S S S S S S S S S S S S
X
PROPOSED DRAINAGE NETWORK X X X X X X X X X X X
WMT WMT PEDESTRIAN
ENTRY 5 X X X X
FH
PROPOSED PIT PROTECTION W W W100 W W100 W W100
W W W100 W W100 W W100
W W W100 W W100 W W100
W W W100 W W W
EP EP NOTE:
E E E E E E E E E E E E E E E E
X X PROPOSED SILT FENCE (INCLUDING 2.0m THESE EROSION AND SEDIMENT CONTROL
WINGS AT 5.0m CENTRES) PLANS TO BE READ IN CONJUNCTION WITH
"BEST PRACTICE EROSION AND SEDIMENT
CONTROL MANUAL 2008."
CONSTRUCTION ENTRY/EXIT - REFER DETAIL
DOONELLA STREET SITE INSPECTION FORMS & ITP'S FORM
PART OF THIS EROSION AND SEDIMENT
DIRECTION OF MAJOR OVERLAND FLOW CONTROL PLAN
PROPOSED SURFACE CONTOUR
THESE EROSION AND SEDIMENT CONTROL PLANS SHALL BE READ IN CONJUNCTION WITH:
E/OH EXISTING OVERHEAD ELECTRICAL "BEST PRACTICE EROSION AND SEDIMENT CONTROL MANUAL - 2008"
T EXISTING TELSTRA RETICULATION FH
"BCC SEDIMENT BASIN DESIGN CONSTRUCTION AND MAINTENANCE GUIDELINES"
D EXISTING STORMWATER DRAINAGE W W W W W W W W W W W W W W W W W W "IECA BEST PRACTICE DESIGN GUIDELINES" NOTABLY APPENDIX B, D, I & J
W EXISTING WATER RETICULATION
S EXISTING SEWER RETICULATION
0 4 8 12 16 20 m
PLAN
SCALE 1:200 (A1), 1:400 (A3) SCALE 1:200 (A1), 1:400 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: SWT
A.B.N. 611355330 EROSION AND SEDIEMNT CONTROL PLAN
FOR APPROVAL Date: DEC 2017 26 Memorial Avenue, Cotton Tree PROPOSED COMMERCIAL DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
C 28/01/2021 ISSUE FOR APPROVAL S.T. S.R. Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 30-32 DOONELLA STREET, TEWANTIN QLD DRAWING No:
A6035/21/ES01 C 1 of 2
B 27/01/2021 ISSUE FOR APPROVAL S.T. S.R. STEPHEN ROBERTS
Email: [email protected]
A
1
21/01/2021
18/01/2021
ISSUE FOR APPROVAL
CO-ORDINATION ISSUE
S.T.
S.T.
S.R.
SR
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for DONNELLA STREET PTY LTD
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6035 - ES01 EROSION AND SEDIEMNT CONTROL PLAN.dwg - DATE : 28/1/21 - 4:30pm - XREF's: X_Base; X_Survey; H-Approved-SR; H-Checked-SR Council Ref: ...................
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