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2209-31135 SRA - Approved plans stamped and amended in red by SARA on 4 November 2022
Attached to the e-mail SARA Approval - 56 Reserve St, Pomona MCU22/0156.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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CITY
71200 POLE
Access to Reserve Street
is to be generally in
.45
accordance with this Site 279
94
EDGE
OF BIT
PROPOSED DWELLING
40301 UMEN
Plan for the purposes of 45618
LOT 18
VACA 7
LOCATION
Condition 1 of 90° 00' 00"
AS OF NT
T
.47 08.08.
91 22
278 .17
94 .00
26902 .88
EE
EDGE
OF BIT 91 90°00'00"
2209-31135 SRA only. 40301 UMEN CHAIN
WIRE .33 138.26m
138.260 m
91702 FE NC 1 91
E
92
STAK
.60 ED PO
91 INT
.71
7000
7000
90 .66
90
TR
.73
90 .57
90
.83
.16 90
91 .72
.8 4 0 0 "
.84 .06 .01 90 .67 .48
91 91 .78 90 90 101 .50
91 90 90
.28 SURV .35
.91 91 .62 EY MA 90
ES
277
93 90 00500 RK
.41
0m
EDGE 90
OF BIT
40301 UMEN
.25
'
259 .68 .96 .58 90
09
91 90 90
.08 .94
.8
.6
.4
.95
.2
.47 91 90
93
CHAIN
93
.8
280
93
91
93
93
93
.4
WIRE
.2
92
92
91702 FE NC
.2
91.8
91.4
92
.6
SIGN E .26 .67 .66
91
.93
92
91 .80 90 .42
.6
.09 90 90
RV
50300 .15 90 .60 90
91
91 91
CE
.49 90
E F ING
91 .3
9°
91
EN
.33 .48
WIRXIST
11
276 .74 91 .73 90
93 .31 90 .64
91 .04 .67 10 90 STAK
AIN E
.12
9 90 ED PO 0.59
EDGE 91 .72
CH 1.2m
33
INT
.17 91 9
2
OF BIT 8 90 STAK 05000
.89 STAK ED PO
179° 40' 00"
40301 UMEN 91
T
.14 90 .70
ED 7PO05 INT
210 STAK 05000 90.6 INT 000 .36
EE
91 6 90 ED PO 90
SE
.25 .67 .67 INT
91
145 5 05000
209 91 1.22 EDGE 5 90 90 STAK .66
81.960 m
TR
OF1.1 LOT 18 ED PO
Y
.04 90
.84 '
90.8
9
.46
9 20103 9 TREES 91 8 .79 STAK .69 STAK 05000 INT .66 .54
9°0
No 56 90 .67 ED POINT
m
91 ED PO 90
90 12
WA
EDGE 0
ES
OF TR 9000
05 05000 INT
.64 .58 9
.79 14
90
20
20103 EES 90 4 STAK
.87 90 7 90.6 ED PO
.95
33
.31 90 STAK INT
RV
918 ED PO05000 6
.84
E
25 .38 See the original
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Full text of the other 3 sections
Section 2
91 7 .56 STAK 13 INT 0.5 .51 .35
91 91 .48
144 0.7.77 90 .56 ED PO 05000 9 90 90
RE RIV
990
SE
CHAIN 91 211 .17 7 .14 143 .95 2 90 05000 INT STAK
WIRE 91 91.1 91 90 90.9 STAK .75 ED PO .46
91702 FE NC 208 .32 ED90PO 0500 6 05000 INT
90 .42
RE
90.6
E 91 EDGE STAK 0500 INT .5 90
OF TR ED PO .37 .34 90
D
EDGE 20103 EES 0500 INT 90 90
.46 .33 .25
90.6
.49
207 OF TR 212
275 .59 91 20103 EES 91 91 .64
93 .59
G
206 .20
91 91 EDGE .42 .33 EDGE 91
90
.46
EDGE 91 .36 91 OF TR .17 .47 .63
T IN
OF BIT EDGE OF TR
EES 91 EES 90 90 90
OF TR 20102 20103 .04 90 .65
.83
90.4
40301 UMEN
20102 EES 91 90 .78 90
204 .50 .97 90 .37 90
91 .52 .15 90 .55 90 .31 .2
IS
ED91GE .19 .46 90 .75
205 .60 .46 91 90
151 90 0.45 .24
91 OF TR 3
91 91 .20 .80 150 .39 90 90
EES91.5
EX
91 9 90 .04
EDGE 1 20 10 90 0.3
6
91
.6 2
.09 STAK 90 69
OF TR 198
91 ED PO STAK
.69 .59 .56 68 .37 09 .20 0
.06 20102 EES 2 .25 0500 INT ED PO
.68 90 90 90 90 90.3EDGE 90 90.2
92 .49 EDGE 197 1.2 91 0500 INT .50 17
90 6 OF TR
.72 .60 91 OF .699 .91 90 EDGE 20
91 91 199 .27 201029 3 TR 90 ST
.6
90AK 103
OF TR
EES
91 1 91 EE
EDS GE OF .38 ED PO 90.6 20103 EES
TREE .43 90 INT
.52 EDGE GE20
NE10 S 90 05000
0.3
4
91 OF TR RA1 L TR .74 1 90.4 .64 67 8 09.3
5
20101 EES 21000 EE 90 90.5 54 .33 0.32 2 90 .4 9
D500 90 9 .5 15
90
274 .34 152 .50 .99 90 90.4 90.6 EDGE
93 2 .04 .87 TBM 90 EDGE 89 OF TR
91 90 NAIL .72 OF .33 .75 .78 .53
STAK
.3
93GE OF
ED 142 .93 IN SU
90 4 STAK .43 20101 55 TR90EE 90 90
16
90
ED
2010 PO EES
90 MARK RVEY 90 S 05000 6 3 INT
EXISTING DRIVEWAY
.72 .76 .93 .81
ED PO
40301 BITUM
91 91 90 RL 90 .81 90
.5 0500 INT .59 EDGE STAK .2
EN 90 STAK
ED PO
.8410
m (AH
2 D) .84 90 90 3
OF .57 ED PO 90
281 .25 .57 90
.61
182010910.2 TREES .00 90 05000 INT
92 .65 201 91
0500 INT 0 .38 90 .48 .60 .16
.63 .00 91 TBM 90.8 6 90 90 90 90
66
90
92 92 .48
STAK
WV
WATE EDGE 2 .6 ED PO .86
R VA 8 91 .32 00.7 90 .57 .88 8 .57
EDGE
75100 92.0LVE OF TR 200
91 90 200 53 .56 05000 INT
89
89 60 0.3 OF TR
20101 EES 90 90 90 90.2 .393 90 EES
.52 .6 90 EDGE .40 20103
EDGE 90 .33 EDGE 90
.88 OF TR 90 OF TR OF TR
91 20101 EES EES .34 .80 20102 EES
.32 .52 20101
.55 .45 90 89
.46 .41 90 90 .61 .63 90 90 90.2
.18 90 90 90 90 .04 .07
92 Section 3
196 .48 .48 56
90 90
273 .21 90 195
90
93 .77 .60 .37 .38
.2
91 EDGE 90 90 EDGE .89 .08
.28
90
91 EDGE 89
EDGE 202 .62 OF TR OF TR .47 90 .30 OF TR
EES 90 .65 5
OF BIT 91 20101 EE20 EES 90 .35 90 20101 .95 .44 65 89 9.7
40301 UMEN .90 S 10
1 .63 90 .10 61
89 90 8
91 EDGE .51 90 .70 90 90
.47 90 90 EDGE
.8
.33 OF TR ED6GE
90 19 .62 .26 .91 OF TR
89
92 20101 EES 4 .51 90 89 9.8 OF TR 20103 EES
90 90 2 820 EE .97
346°47
102 .78 S
53.87m
193 .6 89 89
EDGE 90 .45 .31 .08 100 .97
21 .15
OF TR 90 .23 57
90
59
90 89
272 3.1
.1 92 20101 EES EDGE 90 .19 63
64 .20
939 OF TR EDGE 90 EDGE 62 90 SURV
20101 EES 4 OF TR OF TR EY MA
'00"
EDGE
OF BIT 2 0.5 5
.24
20101 EES 20102 EES .99 EDGE
OF TR
00500 RK
40301 UMEN .42 0.4 9 90 89 EE.04
90 9 20102
90 S
192 .51
90
255 .0.921 EDGE
297 .48 9921 OF TR
92 CHAIN 20101 EES
.04 .91 WIRE .07
271
93
ELEC 91 91701 FE NC 203 .70 .01 90
TRICITY E 91 58
90
EDGE 71200 POLE
OF BIT EDGE EDGE
40301 UMEN OF TR OF TR
20101 EES EES
179°40'00"
CHAIN WIRE FENCE
20101
.10
1.2m EXISTING
81.98m
92
.91
91
270 .87
92 256 89
1.8
.8
EDGE 919
OF BIT .16 CHAIN
SITE NOTES STORMWATER DRAINAGE NOTES
40301 UM
92 EN WIRE
GENERAL NOTES
91701 FE NC
E
1. ALL WORKMANSHIP SHALL BE CARRIED OUT TO THE BEST TRADE DRAINAGE: 1. DP - 90mm DIA DOWNPIPES TO STORMWATER PIPES 100mm MIN
BCA PART 3.12.1 ENERGY EFFICIENCY
STANDARDS AND MATERIAL FIXED IN ACCORDANCE WITH SPECIFIED ALL HOUSEHOLD SEWERAGE AND WASTE TO BE DISCHARGED TO SEWER COVER. 1 IN 100 MIN FALL. THERMAL INSULATION
DETAIL AND MANUFACTURER'S RECOMMENDATIONS. SYSTEM.
2. ONE DOWNPIPE PER 12m OF GUTTER. REDUCE BY 1m FOR ALL WALLS AND ROOF TO COMPLY WITH THE BCA REQUIREMENTS FOR
2. THE FOLLOWING DOCUMENTS FORM PART OF THE SEWER LINE LOCATION TO BE VERIFIED ON SITE AND NO PART OF THE EACH BEND IN GUTTER. THERMAL EFFICIENCY.
DOCUMENTATION FOR THIS PROJECT: PROPOSED RESIDENCE TO BE WITHIN 1500mm OF EDGE OF SEWER PIPE
A.S. 1684.2 RESIDENTIAL TIMBER FRAMED CONSTRUCTION CODE 3. STORMWATER PIPES SHALL BE CONNECTED TO KERB AND FOR CLIMATE ZONE 2, ALTITUDE LESS THAN 300m:
CHANNEL TO LOCAL AUTHORITY REQUIREMENTS.
3. THE ABOVE DOCUMENTS SHOULD BE KEPT ON SITE DURING SURFACE WATER: ROOF CONSTRUCTION TOTAL R-VALUE: MIN 4.6
CONSTRUCTION ALONG WITH THE COPY OF THE LOCAL APPROVED SURFACE WATER TO BE DISCHARGED BY NATURAL FALL OF THE GROUND BULK INSULATION TO ROOF SPACE MIN R-VALUE 3.0
3 46 °
PLANS AND SPECIFICATIONS. CONSTRUCTION MUST NOT VARY FROM AND CUTOFF DRAINS.
5 3.83
THE ABOVE DOCUMENTATION WITHOUT WRITTEN APPROVAL FROM WALL CONSTRUCTION TOTAL R-VALUE: MIN 2.8
THE OWNER AND THE LOCAL AUTHORITY. ALL RAINWATER FROM ROOF DISCHARGE SHALL BE DRAINED AT LEAST 3.0m a) TIMBER FRAMED CONSTRUCTION: BULK WALL INSULATION MIN R-
47 ' 0 0
FROM THE BUILDING FOUNDATION, OR TO LOCAL AUTHORITY VALUE 2.7
4. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALING OFF REQUIREMENTS. b) BLOCKWORK OR BRICK VENEER CONSTRUCTION: BULK WALL
0m
PLAN. DO NOT SCALE. ANY DISCREPANCIES FOUND BUT THE BUILDER INSULATION MIN R-VALUE 2.1
/ OWNER SHOULD BE BROUGHT TO THE ATTENTION OT THE
"
DESIGNER PRIOR TO CONSTRUCTION OR FABRICATION OF ANY ITEM.
NORTH
5. RETAIN ALL EXISTING VEGETATION AND MATURE TREES WHERE
POSSIBLE.
6. STRUCTURE SHALL NOT EXCEED 7.9m ABOVE NATURAL GROUND. 270° 00' 00" 142.93m
90°00'00"
7. CHECK ALL DIMENSIONS OF WORKS ON SITE PRIOR TO 142.913 m
COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF ANY ITEM.
REFER DISCREPANCIES TO DESIGNER BEFORE CONSTRUCTION OR
FABRICATION.
SITE COVER
F:\Dropbox\Dropbox Projects\1227 56 Reserve St Pomona\1227 56 RESERVE ST POMONA WD.rvt
8. COMPLY WITH THE BUILDING CODE OF AUSTRALIA (BCA),
RELEVANT AUSTRALIAN STANDARDS AND LOCAL COUNCIL BUILDING SITE PLAN
CODES. 1 1 : 500 Name Area
% SITE
COVER
9. REINF. CONCRETE CROSSOVER TO STREET TO BE IN ACCORDANCE Site Area 12135.98 0.00%
WITH THE LOCAL AUTHORITIES DETAILS AND SPECIFICATION. Site Cover 118.25 0.97%
10. TV ANTENNAE LOCATION TO BE VERIFIED ON SITE BY INSTALLER
DRAWING TITLE SHEET SIZE
REV DATE DESCRIPTION SPECIFICATION NOTES
A 27-8-22 ISSUED FOR CERTIFICATION 1. FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED
PROPOSED NEW DWELLING TEL: 0414410463 SITE PLAN
B 29-8-22 WINDOWS ADJUSTED FOR STRUCTURAL WALL
BRACING
READINGS
2. ALL DIMENSIONS TO BE CHECKED AND VERIFIED ON SITE BEFORE
COMMENCING FABRICATION
3. ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF [email protected]
A3
AUSTRALIA, RELEVANT S.A.A STANDARDS AND LOCAL AUTHORITY
C 10-10-22 FLOOR LEVEL RAISED TO RL92.6 WWW.SOULSPACE.COM.AU DRAWN PROJECT No PLOT DATE SCALE
As
D 1-11-22 ENTRY DRIVE LOCATION REVISED
REQUIREMENTS
4. WATER CLOSET DOORS OPENING INWARDS TO BE FITTED WITH LIFT OFF AT 56 RESERVE ST POMONA Paul Hindes
1227
Section 4
1/11/2022
indicated
HINGES TO ALLOW THE DOOR TO BE REMOVED WHEN CLOSED. QBSA Lic 1160074 ‐ ABN 81600841459 2:14:37 PM
5. REFER ANY ERRORS TO THE DESIGNER BEFORE COMMENCEMENT OF
CONSTRUCTION RPD: L188 MCH1261 23 PALUMA ST SUNRISE BEACH QLD 4567
DRAWING No REVISION
6. THIS DRAWING IS COPYRIGHT AND MUST NOT BE RETAINED, COPIED OR
USED WITHOUT THE CONSENT OF THE AUTHOR. FOR LISA MICOLICH Resort Style Residential and Commercial Designs by Paul Hindes WD 101 D