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engineering plans natasha
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.4
38
DR
DR
37 op .88
29 35
. s Sewer
35 38 Approx line of sewer from UW record 1
5.
Verified
Verified
SLL 38.05T RL 38 Rock Ret'gnd MH
90 25667 .23 3 1 .3 MH 9 wall arou
4. .3 37 .0
RPEQ No
4 3 35 43 8 6 2 1 38 Manhole
.0 35 . .5 5 0 .0 .3 8 .3
34 35 .7 .9 36 36 .5 62 38
GATE 35 35 36 . 26 . LL 39.08
2601.13 35 37 37
1 35
K4
. 45 .9 4
C2
5 .8 4
S1
33 334 8 04
.2
8 .0 4 4 . 62 .7 35 .3 .7 7. 4
.934 .9 8 6 4 35 36 0 .0
2 340 .7 .8 261356.4 .4 35 36 27335 0 .8 38
33 .8 .8 35 2741 60 .3 37
PO
3.744 8 8 . 37
34 4 34 .58 4 4
STAIRS
6
K2
3
34 51 34 .7 19 5. .6 4 .1
PO
. 82
OL
8 .0 34 5. .0 272372
C1
3 56 4 37 05
S2
.8 34 .2 34 4. 3 . 7 36 8.
.4
34 3 35 5. 37 2708 3
OL
33 34 7 8 3 4
7 3 .2 5 9 270
18 .7 .9 .3 2 .0 .7 7 .94
PROPOSED
. 2 81 .9 5.3235 23 34 2631 35 35 9 .9 9 37 7
33 .3 3. 33 273°56'
.9 4. 34 9 . 06 37 .3 3
33 3.38 3 973 2 1 .6 36 69 37 37
3 3 3. .2 .5
ROBE 35 36 36 36.4
6. 33
STAIRS
Timber fence 3 4 35 35 2731 3 4 7.
.2 3 9
Project
5 .6 3 8 270
34 3439 .4 2724 272
36 .1
paved drying 6 36 37
PROPOSED
.5 79 3433
3
34 3 4. 27 33
courtyard 6. 3 6.
SLW
Timber fence
3 9 3
LAUNDRY/STORE
BE.8x2.9
0
D2
8 .1 .1 273 2710
RL
.9 1
5.7
.1 35 35
RA
32
33
GA x5.8
34
ROL APPROVAL
400
Tim
MCU APPROVAL
OPW APPROVAL
GE
EXISTING SEWER
RP DESCRIPTION
49
R/wa
ll 0 5
PANEL LIFT DOOR
.3 4. 3
LOCAL AUTHORITY
concrete path top 3
4 8 3 9 07 .7 0
K3
3.7 .9 .9 34 .9 45. 35 341 .7 8 .8
.03 35
-
-
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