Original source · versioned page text
Attachment 5 - Documents Referenced in Conditions - 2409-42553 SRA
Attached to the e-mail MCU24/0117 & OPW24/0139 - SARA Referral Agency Response.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
REFER TO ARCHITECTURAL PLANS FOR FENCING TYPE AND EXTENTS
LEGEND
94 93
-1.9% 93.40
94 93.5
.65 .55
.45
.7 1 5
CONC. SLEEPER RETAINING WALL
94
93
W-D
W-D
3KL SLIMLINE TANK.
REFER TO ARCHITECTURAL PLANS FOR FENCING TYPE AND EXTENTS
S/W PIT
.55
PROPOSED BUILDING O/FLOW TO SYSTEM
E
INVERT RL ~ 92.14 5.00m
ON UPPER BENCH
(GROUND FLOOR)
93.2 AS SHOWN
0 150Ø UPVC OUTLET PIPE
T
0-D .5 5 .55
DRIVEWAY CROSSOVER SW
93 93
B. 3.20
(125 THICK N32, SL72 MESH)
.00
W-D
W-D
150Ø uPVC ROOFWATER
E
O.
9
WIDEN PAVEMENT TO APPROX. EXTENTS OF 94 CONC. SLEEPER RETAINING WALL .76
91
91
K.
D OUTLET PIPE.
SW
- 91
.76
.76
INTERNAL CONC. PAVEMENT MATCH EXISTING WORKS IN VERGE. USIL = 92.97
T
(125 THICK N32, SL72 MESH) FORMATION TO THE 93.0 TOPSOIL AND TURF DSIL = 92.52 BUILDING
EAST. INSTALL NEW TMR 0 DISTURBED AREAS. LINE OVER
-26.8%
-D (DS 375 RCP OBVERT)
SW
TYPE 6 BARRIER KERB MATCH NEATLY WITH HYD. GRADE = 8%
2
E
LANDSCAPE AREAS EXISTING SURFACE .76
W-D
W-D
AND CHANNEL (300 DESIGN FLOW = 30.8 L/S 91
TRAY) AS
W-
D PER TMR STD CAPACITY AT GRADE ~70L/S .75
T
PEBBLED SURFACE DWG S1033 AND MRTS03 91
(PERMEABLE) 92.80 .30
93 .76
E
-D 450 SQ DOMESTIC S/W PIT
PAVEMENT WIDENING SW 91
CONC. SLEEPER RETAINING WALL
JOIN LINE TO BE DETERMINED ON SITE TO BE CLEAR OF WHEEL PATH AND TO BEST SUIT EXISTING PAVEMENT CROSSFALL.
-3.3% CONNECT TANK O/FLOW PIPE.
W-D
W-D
4
91
T
30mm AC WEARING COURSE
91
ALL ROOF CATCHMENTS TO
B. 2.83
.76
.76
125 CBR 80 BASE/125 CBR 45 SUBBASE -D
PAVEMENT WORKS TO BE IN ACCORDANCE WITH APPLICABLE TMR STANDARD SPECIFICATIONS AND DRAWINGS
O.
9
SW TANKS (472m2 TOTAL)
K.
TBC AFTER SUBGRADE CBR TESTING APPROX. 8.0m
3.20m (MATCH EXISTING ADJACENT) INVERT = RL 92.97
E
DESIGN MAJOR CONTOUR 92.60 150Ø uPVC OUTLET TO
MAILBOXES EXISTING PIT
T
DESIGN MINOR CONTOUR AND SIGNAGE
W-D
W-D
+ 4.200 6
DESIGN SPOT LEVEL
E
92
.7 2
EXISTING CONTOURS
.91
17.00 91
T
MATCH NEW PAVEMENT NEATLY AT EXISTING EDGE LINE (APPROX.)
92.40
LOT BOUNDARIES .27
92
W-D
W-D
NEW WATER CONNECTION
EXISTING ROAD CENTRELINE
BOUNDARY SETBACKS
E
-2
AND METERS TO BE INSTALLED
0.4
8
T
CLEAR OF DRIVEWAY IN
B. 2.42
%
E EXISTING ELECTRICAL
O.
REINSTATE LINEMARKING AS REQUIRED
9
ACCORDANCE WITH A UW
K.
CONNECTION APPROVAL UNIT 1 GARAGE
S-D EXISTING STORM WATER 92.20 FFL = 91.860
W-D
W-D
E
EXISTING TELSTRA .70
.76
T
91
T
91
W-D EXISTING WATER RETIC. 10
92
.9%
.00
S EXISTING SEWER 92.00
E
-3
W-D
W-D
.70
T
91
91
CONTRACTOR TO DETERMINE THE
.91
92
92
92
EXACT LOCATION OF ALL EXISTING
W
.10
.10
.10
SERVICES IN THE VICINITY OF THE
12 .75
E
91
91
91
PROPOSED WORKS PRIOR TO THE -3.1% 91
T
.81
.76
.81
START OF ANY CONSTRUCTION - 80
91.
W-D
W-D
CONTRACTOR IS RESPONSIBLE FOR
-0.4% -0.2%
-10
ANY DAMAGE TO EXISTING SERVICES
.9%
-0.8%
NOT FOR CONSTRUCTION
Road access location in
E
T
DRIVEWAY NOTE: 14 accordance with Condition 1
-9.5%
-12.5% 6.00m
DRIVEWAY CROSSINGS PROPOSED AS PER
W-D
W-D
-9.5%
IPWEAQ STD DWG RS-049 & RS-050. INTERNAL
%
WORKS GENERALLY AS PER AS3727
.7
E
60
T
UPGRADE SEWER
91.
-1
%
AVAILABLE VEHICLE
.1
-1.3% CONNECTION AS REQUIRED
-2
-2.3% QUEUING SPACE 6.50m
MAINTAIN 1m CLEARANCE FROM CROSSOVERS TO TO EXISTING MANHOLE IN (3 VEHICLES)
ACCORDANCE WITH UW FALL DRIVEWAY SURFACE
16
W-D
W-D
POWER POLES, PRAM RAMPS, KERB LINTELS AND TO PITS AS SHOWN
OTHER OBSTRUCTIONS TYPICAL CONNECTION APPROVAL
91
E
T
.36
1.5m
W3 |2 .50 .53
-1.2%
1.5m .5% 91 91
8
91.5
-1.5%
| 12 40 .58 SURFACE OF LANDSCAPING SET DOWN TO ALLOW RUNOFF TO FLOW
91.
91
.5% 91
W-D
W-D
1.00m 5 .75
E
1.6
.2
W2 18 91
2
-4.7% REFER TO ARCHITECTURAL PLANS FOR FENCING TYPE AND EXTENTS 9
2-WAY DRIVEWAY
B. 1.35
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Full text of the other 2 sections
Section 2
Meters
CROSSOVER GENERALLY
GENERAL ARRANGEMENT
O.
9
2 0 2 4
K.
R 5.75m
AS PER IPWEAQ STD
T
DWG RS-49
E
SCALE 1:100 @ A3
LAN W1 = 6.0m
W-D
W-D
FOOTPATH AS SHOWN P KS RETAINING WALLS NOTE: 1:100
PER
AS PER IPWEAQ STD W2 = 6.0m R
WO 1. WALL TO BE CONSTRUCTED ENTIRELY WITHIN SUBJECT LOT
DRG RS-065 AS 20 W3 = 6.0m
MI
TO
F
DRAINAGE NOTE: 2. CONCRETE SLEEPER RETAINING WALL TO BE PROPRIETARY SYSTEM INSTALLED
LI
DJ.
X. 1. INTERNAL STORMWATER PIPES TO BE UPVC OR AS PER MANUF. SPEC.
RO ET
O A VER
P
FLARE KERB RETURN AP APPROVED ALTERNATIVE 3. FINAL DESIGN BY STRUCTURAL ENGINEER AT BUILDING DESIGN STAGE
DRIVEWAY CROSSOVER T
7m OSSO OVER APPROX. 2m TO 2. BACKFILL TO PIPES SHALL BE CEMENT STABILISED SAND SERVICES NOTE:
W-D
AS PER IPWEAQ STD DRGS W-D
RS-049 & RS-050 TYP.
CR MEET EXISTING SWALE 600 SQ DOMESTIC PIT 3. MINIMUM PIPE GRADE 0.5% AS PER ENGINEERING 1. EXISTING SEWER CONNECTION TO BE UPGRADE FOR NEW DEVELOPMENT
S
AT LIMIT OF WORKS. INVERT = RL 91.29 DESIGN (AS3500.3 SECTION 5.4) SUBJECT TO UW APPROVAL
E T
DRIVEWAY ALTERNATIVE SETOUT ADJUST NEW PAVEMENT 22 OUTLET TO KERB 4. GRATES TO BE CLASS D WHERE TRAFFICABLE 2. WATER SERVICE CONNECTION TO BE UPGRADED IN ACCORDANCE WITH UW
CROSSFALL TO SUIT 2/125x75x3 HDG RHS 5. CONCRETE BASE OF PITS TO INVERT LEVEL OF PIPE TO
B. 0.83
APPROVAL.
O.
(INTERNAL TAPERS)
9
AS PER IPWEAQ STD ENSURE WATER NOT HELD 3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES
K.
DWG RS-081 6. APPROVED KERB ADAPTOR TO BE USED
23
W-D
W-D
STANDARDS
DESIGN SCALE DRAWING
DM APPROVED PROJECT DRAWING TITLE FOR APPROVAL
DRAWN
DM
C NOV 24 INFORMATION REQUEST DM
AS SHOWN
HORIZONTAL DATUM
DME PROPOSED MULTI-RESIDENTIAL GENERAL
STATUS
DRAWING
NUMBER 03
DESIGN CHECK
DM B AUG 24 RETAINING CHANGES DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
19 HILL STREET ARRANGEMENT JOB
NUMBER 240604
DATE
26.11.24
A AUG 24 FOR APPROVAL DM VERTICAL DATUM
ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
POMONA, QLD, 4568 1 OF 2 ©DME Projects Pty. Ltd.
REV DATE DESCRIPTION BY SITE Phone: 0438 157 612 Email: [email protected]
Section 3
Sheet Index
Checked
No. Layout Name Drawn By By
0.000 Cover Page DPC DPC
0.001 Perspectives DPC DPC
0.002 Height Overlay DPC DPC
0.100 Site Plan DPC DPC
0.101 Landscape Plan DPC DPC
0.102 Site Coverage Plan DPC DPC
0.200 Site Elevation DPC DPC
0.301 Site Sections DPC DPC
0.302 Site Sections DPC DPC
1.110 Ground Floor Plan - UNITS 1 & 2 DPC DPC
1.111 First Floor Plan - UNITS 1 & 2 DPC DPC
1.112 Roof Plan - UNITS 1 & 2 DPC DPC
1.113 Area Plan - UNITS 1 & 2 DPC DPC
1.201 Elevations - UNITS 1 & 2 DPC DPC
1.202 Elevations - UNITS 1 & 2 DPC DPC
2.110 Ground Floor Plan - UNITS 3 & 4 DPC DPC
2.111 First Floor Plan - UNITS 3 & 4 DPC DPC
2.112 Area Plan - UNITS 3 & 4 DPC DPC
2.113 Roof Plan - UNITS 3 & 4 DPC DPC
2.201 Elevations - UNITS 3 & 4 DPC DPC
2.202 Elevations - UNITS 3 & 4 DPC DPC
Balcony referred to in Condition 3
- CUSTOM
LEGEND - INTERNAL LEGEND - EXTERNAL # DATE DETAILS BY PROJECT DESCRIPTION: SITE ADDRESS:
B - BROOM CUPBOARD OHC - OVERHEAD CUPBOARD BV - BRICK VENEER SM - SCYON MATRIX PANELING
PRELIM 1 04/06/24 PRELIMINARY ISSUE DPC
NEW MULTI UNIT DWELLING Perspectives Lot 10, 19 Hill Street DESIGNED BY DPC
C'BD - CUPBOARD
DP - DOWNPIPE
PTY - PANTRY
R - ROBE
CJ - CONTROL JOINT
FC - FIBRE CEMENT SHEETING
SS - SCYON STRIA CLADDING
WB - HARDIES NEWPORT
PRELIM 2
PRELIM 3
17/06/24
02/09/24
PRELIMINARY ISSUE
PRELIMINARY ISSUE
DPC
DPC AUS MAR Pomona QLD DRAWN BY DPC
DW - DISHWASHER PROV. REF - REFRIDGERATOR SPACE RH - RENDERED HEBEL PANELS CB - COLORBOND SHEETING PRELIM 4 25/10/24 PRELIMINARY ISSUE DPC
FW - FLOOR WASTE RH - RANGEHOOD RBB - RENDERED BLUEBOARD SCALE JOB CODE
PRELIM 5 04/11/24 PRELIMINARY ISSUE DPC
HP - HOT PLATE SH - SHELF RB - RENDERED BRICKWORK CLIENT: po box 6384 p (07) 5442 6413
HWS - HOT WATER SYSTEM S-FW - SMARTWASTE RBL - RENDERED BLOCKWORK
Kerry Owens maroochydore f (07) 5450 6437 D24KO
L - LINEN TR - TOWEL RAIL SA - SCYON AXON qld 4558 QBCC 1083000
MH - MANHOLE TRH - TOILET ROLL HOLDER SL - SCYON LINEA
MW - MICROWAVE PROV. WO - WALL OVEN WRITTEN DIMENSIONS TO TAKE
PRECEDENCE OVER SCALE
SHEET 0.001 OF