Original source · versioned page text
Appendix A - Design DA Drawings
Attached to the e-mail MCU15/0095 & REC15/0022 IDAS Forms, Report & Plans (1 of 3).
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
4 0 5 10 15 20m
6/10/2015 2:37:35 PM
Metres
N
LEGEND
DP DOWNPIPE
GP1 GULLY PIT FITTED WITH SPEL STORMSACKS
GP2 FIELD INLET GULLY PIT
GP3 OILY WATER GULLY PIT
LEGAL POINT
214°14 0 TD TRENCH DRAIN
OF DISCHARGE
0
'30" 9.3
°2 8'
67.39 247
DP
45
04 00 2 3.4
10
.8
0 8
9.3 PROPERTY BOUNDARY
9.6 74
0 9.2 8
9.0
DEVELOPMENT AREA
WALTE
GP
GP2
0
9.3
5 ROOFWATER DRAIN
03'
12.03
R HAY D
306°
DP 0 0
20 1
65 9.2 9.39 STORMWATER DRAIN
20 .8 9.4 9.0
FFL.9.700
10
9.6
80
0 8.7
00
OILY WATER DRAIN
RIVE
6
0 8.7
8
0
0
9.4
5 GP2 9.1 0
8.8
8
RETAINING WALL
8
9.6
9.600
9.400
57
9.2
07 DP
0
9.5
0 GENERAL DIRECTION OF FINISHED SURFACE FALLS
"
312°09'25
.9
10
6.945
0 8
9.6
8.430 PROPOSED SPOT HEIGHT
0 5
0 3 9.5
9.5
0 0 0 7
5 9.0 9.1
8
9.4
0 9.4
5
00
8.980 EXISTING SPOT HEIGHT
25 .9 9.2
11 0 5
VALL
9.2
FFL 8.650 FINISHED FLOOR LEVEL
321°59'25"
EY LI
0 0
6.945
9.4
NE
0 5 0
9.8 9.1
7
9.400
0 9
8.9
VACANT LAND
9.600
0 5 9.000
GP3 8.9 0 5
0 9 9.600 9.2
9.4
9.600
10.000
331°50'
9.200
9.800
6.945
9.200
98
DP GP1
.0 1 0 3
11 GP 0 1 GP 9.3
9.3 0 7
.15
0 9.2
10 50 0
GP 3
GP3 DP 9.3
.1 0 1
10 9.2
10
GP3 DP
GP 9.2
8
TD
8
TD GP3
GP 9.3
05
7'
00 0 3
5°2
7.7
9 .4 9.3
140°21'05"
34
50.292
70
0 9.2 2
0 9.2 0 4
28 2 9.4
.0 9.2
SPEL PURACEPTOR
12 94 20 01
.5
GP1 9.6
11 .2 1
11 GP 0
20 3
.9 74 9.3
0
7.
11 70
.060
00 9.7
70 '
.5
2°
9.96
11 .8
5
50
10
00
40 0 0
9. 8
.8 5 5
11
(ACCESS EASEMENT)
9.4 9.7
DETENTION TANK
00
0
.0
. 00
11
CAPACITY 38,400L
10
0
.80
0
.2 0
10
00
0
11
.60
.2
8.
10
10
15 63
°1
0 8'
10 .40 0 0
.3 10 9.9
11
11
.6
5
GP1
1
.26
00
10 GP 22
8.6
3
°51
'
A 01.10.15 GM D.A. APPROVAL JA
revision date by description checked
11
LEGAL POINT
.40
30
0
4
.2 Figured dimensions to be taken in preference to scale readings
OF DISCHARGE
11 97 8.69.
3
30°2
PROJECT See the original
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