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REPS - architectural plans · MCU24/0125
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 3, section 2. The text section number identifies this passage in the reader.
1.500
8.95
7.32 6.76 T8
349°23'
26
Line markin
2.745
13.19 3.
Line markin
5.10 4.34 3.16
13.66 12.29 SW Field Inlet:IL: 2.296Type: 150 PVC 3.32
4.05
Sewer MH:IL: 5.445Type: 150 PVC 5.32 3.57 Sewer Line:*Plotted from records*DS
IL: 1.78 (from records)Type: 150 PVC
178°06'25"
358°06'25"
Edge of bitumen
3.82
g
6.63 4.89 4.63
48.541
g
5.450
5.409
3.46
Sewer MH: 13.122 ConcreteDriveway
267°59'45"
2'
14.21
272°00'25"
3.854
17°0
IL: 4.955
EMT CSP298783 Type: 150 PVC Concrete 4
Chainw
6.34 6.03 SW Field Inlet:IL: 2.274Type: 150 PVC
6.669 "
Sewer MH:IL: 4.936Type: 225 PVC
Sewer MH:IL: 6.739Type: 150 PVC SW Field Inlet:IL: 3.470Type: 150 PVC
'05
253°30 MH MH
ire fence
3.05
3.62
R o a
2.500
3.88 87°13'05"
180°32'25"
Sewer MH:IL: 4.972Type: 150 PVC 6.24 5.83 5.36
' Kerb
253°30 Site Benchmark
6.47 25.642
8.007
T31 87°59'45"
92°00'25"
3.31
Nail in Concrete
T60 86°27'15" 47.981 MH
T32 88°38' - 1.549 RL 3.11m
3.03
4.16 13.094
5
169°23'
14.23 Sewer MH:IL: 5.449Type: 150 PVC
EMT ESP298783 42.857
MH 86°27' 267°13'05"
2.681
05" 4.30
87°13'
5.05
14.72 8.30
73°30'
3.079
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