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210312 Proposed Drainage Works (202793)
OPERATIONAL WORKS - CIVIL PLANS
PROPOSED DRAINAGE WORKS
LOT 79 on RP71151
FOR
B & L FAWCETT HOLDINGS PTY LTD
AT
87 EUMUNDI NOOSA ROAD, NOOSAVILLE
Operational Works Permit No. TBA
Consulting Civil &
Structural Engineers
Project Management
ASSOCIATES PTY LTD
& Planning
PROJECT No. 202793 - APPROVAL ISSUE SUBJECT SITE
PROJECT MANAGER: SHANE RYNNE
PROJECT ENGINEER: SHANE RYNNE
COVER SHEET ISSUE: B
Sheet List Table
Sheet Number Sheet Title
LOCALITY PLAN
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Page 2
LEGEND IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO CONTACT THE RELEVANT AUTHORITIES TO
PROPOSED STORMWATER CONFIRM THE LOCATION OF ALL EXISTING SERVICES
PRIOR TO THE COMMENCEMENT OF EXCAVATION
PROPOSED KWIK KERB "BORDER TO EDGE"
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING STORMWATER
EXISTING SURFACE CONTOURS (0.2 INCREMENT)
14
12
13 12
10
14 11
9
8
15 10
15
9
12 10
13
15 REFER PLAN C100 FOR ADDITIONAL DETAILS (INSERT A)
15
11
14
EXISTING CAR PARK DRAINAGE HEADLAND DRIVE 8 8
15 DIRECTED TO HEADLAND DRIVE
15
15 EXISTING
15
9
DRAINAGE SYSTEM
10
13
12
7
15
14
15
11
7
15
LOT 79
7
8
RP71151
7
15
9
16
10
12
INSPECT AND
14
AD
REPAIR DOWN PIPE
13
EXISTING DRAINAGE PIT IN
RO
FIX DOWN PIPE TO WALL TO ADJOINING LOT (UN MAPPED)
A
DIRECT FLOW INTO
S
15
OO
UNDERGROUND DRAINAGE
11
IN
16
9
8
ND
MU
16
EU
16 16
13
12
10
14
9
15
15 8
16 14
12
11
13
10
17 12
17
14
8
9
17
10
14
16
15
8
11
17
12
OVERALL SITE LAYOUT
SCALE 1:500 (A3)
SCALE 1:500 (A3)
SR
Consulting Civil & BUSY BEES CHILD CARE CENTRE 202793 C001
SR KG Structural Engineers SITE PLAN 87 EUMUNDI NOOSA ROAD, NOOSAVILLE C001 SITE PLAN B
AS SHOWN FEB 2021 Project Management B & L FAWCETT HOLDINGS PTY LTD
ASSOCIATES PTY LTD
APPROVAL & Planning
c:\12dS\data\12dserver\202793_1434\dwg covey\OPW\uncontrolled\C001 SITE PLAN.dwg
Page 3
IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO CONTACT THE RELEVANT AUTHORITIES TO
CONFIRM THE LOCATION OF ALL EXISTING SERVICES
PRIOR TO THE COMMENCEMENT OF EXCAVATION
8 8
LEGEND
PROPOSED STORMWATER
PROPOSED KWIK KERB "BORDER TO EDGE"
EXISTING WATER MAIN
EXISTING SEWER MAIN
INSTALL NEW Ø300 PVC EXISTING STORMWATER
STORMWATER DRAINAGE PIPE. EXISTING MH IN VERGE
EXISTING SURFACE CONTOURS (0.2 INCREMENT)
9
CONNECT TO EXISTING PIT AND MAKE
GOOD. MIN 1% GRADE ON PIPE
10 OPTION 1:
KWIK KERB EDGING TO DIRECT FLOWS TO NEW PIT
INSTALL NEW 600 x 600 PIT WITH HEAL BIN/STORAGE AREA
PROOF GRATE ADJACENT TO GATE IN
FENCE. ENSURE EXCESS FLOWS CAN
OPTION 2:
ESCAPE UNDER GATE. PLACE 300 WIDE EXISTING GARDEN SHED REMOVE AND REPLACE EXISTING ACOUSTIC FENCE THAT
CONCRETE STRIP MATCHING BIN/STORAGE INTERFACES WITH LOT 101 SP106085, ENSURING BOTTOM
AREA LEVEL IN FRONT OF GATE. PLINTH IS CONTINUOUS AND DIRECTS WATER TO NEW PIT. THIS
MAY REQUIRE MODIFICATION TO PART OF FENCE FRONTING
HEADLAND DRIVE. MIN DENSITY NOM 12.5 kg/m2
11
EXISTING SHADE
LOT 79 STRUCTURE AND
RP71151 GARDEN SHED UNDER
EXISTING RAISED
GARDEN BEDS LOT 101
9 SP106085
INSTALL KWIK KERB "BORDER
EDGE" TO DIRECT SURFACE
FLOWS TO THE NEW DRAINAGE PIT
(150W x 90H). EXACT ALIGNMENT
TO BE CONFIRMED ON SITE.
EXISTING PIT IN
ADJACENT PROPERTY
10
11
8
9
INSERT A
SCALE 1:200 (A3)
SCALE 1:200 (A3)
SR
Consulting Civil & BUSY BEES CHILD CARE CENTRE 202793 C100
SR KG Structural Engineers DETAILS PLAN 87 EUMUNDI NOOSA ROAD, NOOSAVILLE C100 DETAILS PLAN B
AS SHOWN FEB 2021 Project Management B & L FAWCETT HOLDINGS PTY LTD
ASSOCIATES PTY LTD
APPROVAL & Planning
c:\12dS\data\12dserver\202793_1434\dwg covey\OPW\uncontrolled\C100 DETAILS PLAN.dwg