Council archive · source document
Appendix E Civil Engineering Plans · RAL25/0004
Plans and drawings: the text below has words only, no drawings.
Original PDF page 32, section 1. The text section number identifies this passage in the reader.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE Ø600 ACCESS HOLE
EXISTING Ø600 RCP
N COMMENCEMENT OF EXCAVATION WITH CLASS D CAST P
EXISTIN
UME RC EXISTING KERB
O F BIT EXISTING CONCRETE
IRON COVER
Ø600 TO BE REMOVED
E
EDG SETOUT POINT OF PIT ING
ING HEADWALL TO BE IST
G
EXIST AS NOTED IN EX
Ø375 R
REMOVED
LONGITUDINAL SECTIONS
EXISTING STORMWATER
CP
TIE IN TO PROPOSED PIT GULLY PIT TO BE REMOVED
ED
Ø600 ACCESS HOLE OS E
OP LIN
0.4m
WITH CLASS D CAST R
P RB
MEN KE
F BITU IRON COVER. REFER
E DGE O TIE IN TO
OSED TO DSD-101 FOR
PROP PROPOSED PIT CONFIRM LOCATION OF EXISTING
ROOF RING
ENDS OF PIPE AND NOTIFY
CP EXTENSION DETAIL
EXTEND EXISTING Ø375 00R ENGINEER IF ALTERNATIVE
RCP PIPE AT SAME GRADE Ø6 CHAMBER DESIGN IS REQUIRED
D EXISTING 900x900 GRATED
TO SUIT ROAD WIDENING SE
PO FIELD INLET TO BE REMOVED
SETOUT POINT OF 1/I AS
PRO Ø180
90
NOTED IN LONGITUDINAL 0
0
PROPOSED PRECAST SECTIONS STANDARD Ø1050
Ø375 CONCRETE CONCRETE MANHOLE E
SHAPE SWALE TO SUIT LIN
HEADWALL IN ACCORDANCE WITH RB
HEADWALL LOCATION W KE P
IPWEA STD DRG DS-010 RC
NE
Ø 600
0.4
ING
STORMWATER PIT 1/I DETAIL IST
5m
0
EX
80
90
SCALE 1:50 A3
Ø1
0
STANDARD LIP IN LINE
STORMWATER PIT 1/X6 DETAIL SAG INLET. MAX 600
SCALE 1:50 A3 TOTAL DEPTH FROM
TIE IN TO GRATE TO UNDERSIDE
PROPOSED PIT OF CONVERTER SLAB
SETOUT POINT OF PIT
E
AS NOTED IN
IN
RB L
LONGITUDINAL SECTIONS
PRO
EXIS
E
POS
ED K
TING
EXISTING PIPE PROPOSED Ø1800 CONCRETE PIT
ED Ø
POS
TO BE REMOVED ED WITH 900 LONG ELONGATION.
OS E
Ø450
6
OP LIN
PRO
PRECAST ROOF SLAB TO
00 R
R
P R B MANUFACTURER'S SPECIFICATIONS
KE
RCP
CP
0
Ø600 ACCESS HOLE
17
STANDARD LIP IN LINE WITH CLASS D CAST
STORMWATER PIT 1/F DETAIL
SCALE 1:50 A3
GULLY PIT WITH Ø1350 IRON COVER
CHAMBER PROPOSED
PROPOS Ø450 RCP
ED Ø375
RCP PRECAST Ø375 HEADWALL.
EXACT OUTLET LOCATION TO
BE DETERMINED ON SITE TO
350 SUIT EXISTING SURFACE AND
Ø1 PROPOSED STANDARD Ø1050
Ø450 RCP VEGETATION
CONCRETE MANHOLE
IN ACCORDANCE WITH
IPWEA STD DRG DS-010 ROCK PITCHED SCOUR
SETOUT POINT OF PIT
PROTECTION IN ACCORDANCE
AS NOTED IN
5
EXIS
WITH QUDM SECTION 8.7
21
LONGITUDINAL SECTIONS EXISTING PIPE
V = 3.4m/s
TING
TO REMAIN
SETOUT POINT OF PIT L = 3D = 1.2m MIN
AS NOTED IN d50 = 200mm
Ø450
LONGITUDINAL SECTIONS
R
PRO
CP
POS
EXISTING
ED Ø
ACCESS
STORMWATER PIT 1/J DETAIL
450 R
RESERVE
SCALE 1:50 A3
EXISTING PEAR TREE
CP
LANE ROAD RESERVE
(UNDEVELOPED)
PROPOSED OUTLET
STORMWATER PIT 4/A DETAIL SWALE AT MIN 1%
SCALE 1:50 A3 GRADE (TURF OR PLANT)
EXISTING SURFACE SURFACE LEVEL
OF PIT TO BE ROCK PITCHED SCOUR PROTECTION IN
INDICATIVE BACKFILL AT CONFIRMED PRIOR ACCORDANCE WITH QUDM SECTION 8.7
BOUNDARY INTERFACE TO CONSTRUCTION V = 3.4m/s
L = 3D = 1.13m MIN 8.5m APPROX. OUTLET SWALE LENGTH (TO BE CONFIRMED ON SITE)
0.6m
d50 = 200mm
OUTLET SWALE AT MIN 1%
GRADE (TURF OR PLANT)
STORMWATER OUTLET 3/K DETAIL
1.13m
FINISHED SCALE 1:100 A3
SURFACE
PROPOSED Ø375 RCP @ 3%
INDICATIVE SURFACE
FOLLOWING GRUBBING OF Check all dimensions before commencement of work.
EXISTING VEGETATION Ø375 STUB @ 3% FOR FUTURE Check Site boundary dimensions from the Title plans
MIN 300mm COVER OVER PIPE Check Building Boundary clearances by set out.
LOT 3 CONNECTION
Notwithstanding the information supplied on this drawing,
the location, depth and extent of underground or overhead
SCALE 1:25 (A1) - 1:50 (A3) SCALE 1:50 (A1) - 1:100 (A3) STORMWATER LINE 'K' SECTION services are to be confirmed and protected on site by the
SCALE 1:100 A3 contractor prior to commencement of works.
Approved
Checked - CT
Consulting Civil & Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C340
Design - SK Drawn - SK Structural Engineers STORMWATER PIT DETAILS HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C340 STORMWATER PIT
DETAILS Issue : A
Scales - AS SHOWN Project Management 124 DUPORTH AVENUE Ph (07) 5443 7777 Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
ASSOCIATES PTY LTD PO BOX 16 Fax (07) 5443 7577 without written approval, nor shall it be used except
Document Stage - APPROVAL
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
& Planning MAROOCHYDORE QLD 4558
for the Development and the Site Specified.
Issue Date Description By E-MAIL: [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C340 STORMWATER PIT DETAILS.dwg Plot 7 June 2024 - 11:06 AM
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