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RFI - Appendix A - Amended Civil Engineering Plans · RAL25/0004
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Original PDF page 34, section 1. The text section number identifies this passage in the reader.
Ø600 ACCESS HOLE
N
EXISTIN
IT UME WITH CLASS D CAST P
OF B RC
EXISTING Ø600 RCP
E DGE
EXISTING CONCRETE IRON COVER 6 00 EXISTING KERB
ING HEADWALL TO BE GØ
GØ
E XIST REMOVED
SETOUT POINT OF PIT
IST
IN TO BE REMOVED
EX
375 RC
AS NOTED IN
LONGITUDINAL SECTIONS
SETOUT POINT OF 1/I AS
P
NOTED IN LONGITUDINAL EXISTING STORMWATER
SECTIONS GULLY PIT TO BE REMOVED
TIE IN TO PROPOSED PIT
0.4m
ED
EN OS E
BITUM ED
Ø600 ACCESS HOLE
OP LIN
E OF POS R
D EDG PRO RCP
WITH CLASS D CAST P RB
PRO POSE 0 TIE IN TO IRON COVER. REFER KE
IL103.420 Ø60 PROPOSED PIT TO DSD-101 FOR
EXTEND EXISTING Ø375 CONFIRM LOCATION OF EXISTING
IL103.727 P ROOF RING
RC ENDS OF PIPE AND NOTIFY
RCP PIPE AT SAME GRADE 00 EXTENSION DETAIL
Ø6 ENGINEER IF ALTERNATIVE
TO SUIT ROAD WIDENING D EXISTING 900x900 GRATED
SE CHAMBER DESIGN IS REQUIRED
O PO FIELD INLET TO BE REMOVED
PR
PROPOSED PRECAST Ø180
90
STANDARD Ø1050 0
0
Ø375 CONCRETE SETOUT POINT OF
HEADWALL 1/G AS NOTED IN CONCRETE MANHOLE INE
SHAPE SWALE TO SUIT IN ACCORDANCE WITH BL
LONGITUDINAL ER
HEADWALL LOCATION IPWEA STD DRG DS-010 WK
SECTIONS NE P
RC
00
GROUTED ROCK SCOUR PROTECTION Ø6
0.4
T ING
5m
IS
0
EX
80
90
Ø1
0
STORMWATER PIT 1/I & 1/G DETAIL
SCALE 1:50 A3
STORMWATER PIT 1/X6 DETAIL STANDARD LIP IN LINE
SCALE 1:50 A3 SAG INLET. MAX 600
TOTAL DEPTH FROM
TIE IN TO GRATE TO UNDERSIDE
PROPOSED PIT OF CONVERTER SLAB
SETOUT POINT OF PIT
AS NOTED IN
PROP
LONGITUDINAL SECTIONS
EXIS
OSED
TING
EXISTING PIPE
TO BE REMOVED PROPOSED Ø1800 CONCRETE PIT
ED
Ø450
Ø600 R
WITH 900 LONG ELONGATION.
OS E
R OP LIN PRECAST ROOF SLAB TO
RCP
3 50 P R B MANUFACTURER'S SPECIFICATIONS
CP
Ø1 KE
Ø600 ACCESS HOLE
1
25
STANDARD LIP IN LINE WITH CLASS D CAST
GULLY PIT WITH Ø1350
STORMWATER PIT 1/F DETAIL
IRON COVER SCALE 1:50 A3
CHAMBER PROPOSED
Ø450 RCP
PROPOS
ED Ø375 IT IS THE RESPONSIBILITY OF THE PRECAST Ø375 HEADWALL.
RCP
CONTRACTOR TO CONTACT THE RELEVANT EXACT OUTLET LOCATION TO
AUTHORITIES TO CONFIRM THE LOCATION OF BE DETERMINED ON SITE TO
PROPOSED ALL EXISTING SERVICES PRIOR TO THE SUIT EXISTING SURFACE AND
Ø450 RCP STANDARD Ø1050
COMMENCEMENT OF EXCAVATION VEGETATION
CONCRETE MANHOLE
IN ACCORDANCE WITH
IPWEA STD DRG DS-010
SETOUT POINT OF PIT ROCK PITCHED SCOUR
AS NOTED IN PROTECTION IN ACCORDANCE
EXIS
LONGITUDINAL SECTIONS EXISTING PIPE WITH QUDM SECTION 8.7
1
27
TING
TO REMAIN V = 3.4m/s
SETOUT POINT OF PIT L = 3D = 1.2m MIN
PRO
Ø450
AS NOTED IN d50 = 200mm
LONGITUDINAL SECTIONS
P
OSE
RCP
D Ø4
50 R
CP
STORMWATER PIT 1/J DETAIL
SCALE 1:50 A3
EXISTING PEAR TREE
LANE ROAD RESERVE
(UNDEVELOPED)
PROPOSED OUTLET
SWALE AT MIN 1%
GRADE (TURF OR PLANT)
STORMWATER PIT 6/A DETAIL
SCALE 1:50 A3 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 Drawing title - Project - COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C340
Design - SK Drawn - SK
STORMWATER PIT DETAILS HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref :
C340 STORMWATER PIT
DETAILS Issue : C
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C340 STORMWATER PIT DETAILS.dwg Plot 19 March 2025 - 9:37 AM
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