CC -Preliminary Plat (2nd Updated)Legend
o?
esnbbl�,son
4eset�
a 14 M S
8,066 SF i S g I
C27,,) S
�, C26 C22 . , .,a 47.87 69.00 69.00 69.00';a , : 69.00':
S89'43'08W 122.49 �. pL C23 -
m - ..- S89'44'59W 530.5 _.
15
Ea:
W w w .. = . -
- w � - w.�i� YL
N _IL -
a SS 1ss SB - ss SS - SS -� S - SS SS 581 - SS IS SS S SS -1 ss S F--
7,938 SF
41.00'=7766.00;,66.00 66.00 "T <66.00 .
S89'43'08W 118.67 I I S S \\ b ►
O. ti
o
O
8,825 SF L. ata M
w O ® O
S89'43'08W 136.28' /3 \ O 9,421 SF 9,439 SF 9,437 SF 9,435 SF 9,432 SF
SINGLE N I 11,117 SF o o N N
a l 7 SERVICE 3 VO
8,655 SF N00'15'01W N0915'01W
16.65'W 7 16.63'
47.0(
dl I I& I (
I I Nl�o 319 I I \
RI I U IU Subd�vislon
Snbdlvision I N o w l l l Madel9nn
Madelynn I I 91 i s III I I
< I oo,
Notes
1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
121.34'
tV OR
Zu.uu-
LOT LINE
68.UU
-
- os:Um- - -
-
--ar.+ria- -
-
- DV.utr
3
EEP EEP EEP EEP EEP -
EXISTING EDGE OF PAVEMENT
w
EXISTING CURB AND GUTTER
12
CONSTRUCT 5' SIDEWALK
vl
a 15
173.50
CONSTRUCT 6" VERTICAL CURB & GUTTER
S78' 27' 50"W
- - - - -
IRRIGATION PIPE
ESS Ess Ess -- Ess Ess
EXISTING SANITARY SEWER MAIN LINE
ss - ss - ss - ss
CONSTRUCT SANITARY SEWER MAIN LINE, SIZE NOTED
0 8,854 SF
CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC
r
SD -511, SEE DETAIL 3, SHEET 8
- EW EW EW EW EW
EXISTING WATER MAIN LINE
w -w -w w -
CONSTRUCT 8" C-900 PVC WATER MAIN LINE
T-
CONSTRUCT 1" DOUBLE WATER SERVICE
I-
1
EXISTING UTILITY POLE
IR
EXISTING GRAVITY IRRIGATION MANHOLE
R
EXISTING GRAVITY IRRIGATION BOX
S74' 57' 56"W
EXISTING WATER MANHOLE
SS
EXISTING SANITARY SEWER MANHOLE
OW
EXISTING WATER MANHOLE
10,
EXISTING FIRE HYDRANT
�
24.98
20.50
Iw
25'1
U :' 9,271 SF
N
9,250 SF
55.00
N
11,132 SF
cn�I
C25
3
55.00
185.40
_
109.88
o
mI
55.00
Lo
?
S52' 54' 07"E
32.17
C26
0.89
55.00
0.93
N43' 27' 45"W
0.89
C7
OFi
55.00
N
\
1
8,439 SF
51.03
55.00
53.17
S84' 13' 46"W
49.22
QS
30.38
3
47' S
31.65
C13
S
30.00
C28
C20
55.00
I
C16
29.73
C14
62.08
N
-12
' ::; ,..
66.96' -
\\11
58.83
3 .' S _ ,
6.02'
" 50.92`_
106.94
55.00
56.98
-
52.47
S89'44'59W
- W
30.38
55.00
31.65
N55' 38' 58"W
S89'43'08V 121.93'
�-
54.70
w
r v
0
9,517\SF
o
10,466 SFo
55.00
9,880 SF
o
9,868 SF
o
9,866 SF
o
9,863 SF
N13' 29' 09"W
9,861 SF
SS
s
20.50
M
N62' 34' 22"E
)
N
65.64
N
21.68
N
65.25
N\
3.93
NL
10.98
N40' 53' 14"E
3.92
C33
65.64
173.50
g o
S10' 35' 15"W
65.25
C14
15.52
20.50
43.37
N68' 03' 50"E
15.15
C34
65.64
173.50
21.68
S10' 35' 15"W
Block
a 14 M S
8,066 SF i S g I
C27,,) S
�, C26 C22 . , .,a 47.87 69.00 69.00 69.00';a , : 69.00':
S89'43'08W 122.49 �. pL C23 -
m - ..- S89'44'59W 530.5 _.
15
Ea:
W w w .. = . -
- w � - w.�i� YL
N _IL -
a SS 1ss SB - ss SS - SS -� S - SS SS 581 - SS IS SS S SS -1 ss S F--
7,938 SF
41.00'=7766.00;,66.00 66.00 "T <66.00 .
S89'43'08W 118.67 I I S S \\ b ►
O. ti
o
O
8,825 SF L. ata M
w O ® O
S89'43'08W 136.28' /3 \ O 9,421 SF 9,439 SF 9,437 SF 9,435 SF 9,432 SF
SINGLE N I 11,117 SF o o N N
a l 7 SERVICE 3 VO
8,655 SF N00'15'01W N0915'01W
16.65'W 7 16.63'
47.0(
dl I I& I (
I I Nl�o 319 I I \
RI I U IU Subd�vislon
Snbdlvision I N o w l l l Madel9nn
Madelynn I I 91 i s III I I
< I oo,
Notes
1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT.
4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT.
5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS.
6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8.
7. EXISTING USE: RURAL AND RESIDENTIAL
8. CONTOUR INTERVAL: 2 FOOT DATUM: NAVD 88
9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION.
10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE
LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM.
11. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE
PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS
DEVELOPMENT.
12. THIS PARCEL LIES WITHIN THE 'ZONE X" FLOODWAY PER FEMA MAP #16001CO165G, PANEL NOT PRINTED.
13. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: 50530142050, S0530142200.
14. QUALIFYING OPEN SPACE IS CALCULATED AS: LOTS 1, AND A PORTION OF LOT 16, BLOCK 1; THE RIGHT-OF-WAY
LANDSCAPE STRIP FROM TOP BACK CURB TO THE PROPERTY LINE, NOT INCLUDING DRIVEWAYS.
15. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS.
16. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION
WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER.
17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10 -FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC
RIGHT-OF-WAYS. 2) A 5 -FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND
3) A 10 -FOOT WIDE REAR YARD IRRIGATION EASEMENT.
18. EAST AZAN STREET IS A PUBLIC ROAD (ACHD).
19. DIRECT VEHICLE LOT ACCESS TO NORTH LOCUST GROVE ROAD IS PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE
ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN.
Typical 50 -Foot Local Street Section
NOT TO SCALE It
5'
2'
`Crushed aggregate base
course - 4" minimum 6•
thickness under sidewalk.
Crushed aggregate base
course - 4" minimum
thickness under curb.
Sub base 12" of 6"
minus per I.S.P.W.C.
section 801.
49' Right-of-wa
33' Back to back of
29' -
I
19 S89'44'42"W 2,634.00' 19 20
w - - ►2.�1 - - - 30 29
30
it I II I
�� IIw (IU I1
w
gesei�es� � I k w II � I 4ese�e I
a
W
0 9,856 F
t Azan=-, Street
vL
SS � ss I
Ill d ;O -W 77d 7A•
Base course - 6" of
3/4" minus per I.S.P.W.C.
section 802.
PROPERTY BOUNDARY
tV OR
I
LOT LINE
4!
r
- -
STREET CENTERLINE
- - - - - - -
10' ADDITIONAL RIGHT-OF-WAY
I
EXISTING FENCE
3
EEP EEP EEP EEP EEP -
EXISTING EDGE OF PAVEMENT
w
EXISTING CURB AND GUTTER
12
CONSTRUCT 5' SIDEWALK
vl
a 15
173.50
CONSTRUCT 6" VERTICAL CURB & GUTTER
S78' 27' 50"W
- - - - -
IRRIGATION PIPE
ESS Ess Ess -- Ess Ess
EXISTING SANITARY SEWER MAIN LINE
ss - ss - ss - ss
CONSTRUCT SANITARY SEWER MAIN LINE, SIZE NOTED
0 8,854 SF
CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC
r
SD -511, SEE DETAIL 3, SHEET 8
- EW EW EW EW EW
EXISTING WATER MAIN LINE
w -w -w w -
CONSTRUCT 8" C-900 PVC WATER MAIN LINE
T-
CONSTRUCT 1" DOUBLE WATER SERVICE
I-
1
EXISTING UTILITY POLE
IR
EXISTING GRAVITY IRRIGATION MANHOLE
R
EXISTING GRAVITY IRRIGATION BOX
S74' 57' 56"W
EXISTING WATER MANHOLE
SS
EXISTING SANITARY SEWER MANHOLE
OW
EXISTING WATER MANHOLE
10,
EXISTING FIRE HYDRANT
2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT.
4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT.
5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS.
6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8.
7. EXISTING USE: RURAL AND RESIDENTIAL
8. CONTOUR INTERVAL: 2 FOOT DATUM: NAVD 88
9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION.
10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE
LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM.
11. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE
PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS
DEVELOPMENT.
12. THIS PARCEL LIES WITHIN THE 'ZONE X" FLOODWAY PER FEMA MAP #16001CO165G, PANEL NOT PRINTED.
13. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: 50530142050, S0530142200.
14. QUALIFYING OPEN SPACE IS CALCULATED AS: LOTS 1, AND A PORTION OF LOT 16, BLOCK 1; THE RIGHT-OF-WAY
LANDSCAPE STRIP FROM TOP BACK CURB TO THE PROPERTY LINE, NOT INCLUDING DRIVEWAYS.
15. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS.
16. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION
WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER.
17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10 -FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC
RIGHT-OF-WAYS. 2) A 5 -FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND
3) A 10 -FOOT WIDE REAR YARD IRRIGATION EASEMENT.
18. EAST AZAN STREET IS A PUBLIC ROAD (ACHD).
19. DIRECT VEHICLE LOT ACCESS TO NORTH LOCUST GROVE ROAD IS PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE
ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN.
Typical 50 -Foot Local Street Section
NOT TO SCALE It
5'
2'
`Crushed aggregate base
course - 4" minimum 6•
thickness under sidewalk.
Crushed aggregate base
course - 4" minimum
thickness under curb.
Sub base 12" of 6"
minus per I.S.P.W.C.
section 801.
49' Right-of-wa
33' Back to back of
29' -
I
19 S89'44'42"W 2,634.00' 19 20
w - - ►2.�1 - - - 30 29
30
it I II I
�� IIw (IU I1
w
gesei�es� � I k w II � I 4ese�e I
a
W
0 9,856 F
t Azan=-, Street
vL
SS � ss I
Ill d ;O -W 77d 7A•
Base course - 6" of
3/4" minus per I.S.P.W.C.
section 802.
11.00 -
tV OR
I
I 11.00'
4!
r
C4W
S
Length
Radius
I
P
3
®--
198.71
w
90.00
12
13
vl
a 15
173.50
22.57
S78' 27' 50"W
9,430 SF
o 9,428 SF
9,425 SF
9,423 SF
w
9,421 SF
2600
o 9,418 SF 1
0 8,854 SF
N
10 7,525 SF
r
173.50
7.00
S86' 15' 05"W
21.17
r
25.16
126.50
11.40
S84' 03' 03"W
�a
z
47.16
173.50
15.58
S74' 57' 56"W
47.02
OL
1
20.50
54.35
N63' 04' 25"W
17W
�
24.98
20.50
Iw
25'1
U :' 9,271 SF
N
9,250 SF
55.00
N
11,132 SF
cn�I
C25
3
55.00
185.40
S44' 18' 06"W
109.88
o
mI
55.00
Lo
?
S52' 54' 07"E
32.17
C26
0.89
55.00
0.93
N43' 27' 45"W
0.89
C7
56.02
55.00
58.36
N80' 54' 44"E
53.63
C27
51.03
55.00
53.17
S84' 13' 46"W
49.22
QS
30.38
3
47' S
31.65
C13
S
30.00
C28
C20
55.00
I
C16
29.73
C14
62.08
54.94
' ::; ,..
66.96' -
N12' 15' 57"W
58.83
3 .' S _ ,
6.02'
" 50.92`_
106.94
55.00
56.98
-
52.47
S89'44'59W
- W
30.38
55.00
31.65
N55' 38' 58"W
w - -
�-
54.70
w
56.98
S19' 54' 21"E
52.47
C11
70.20
55.00
73.13
-
65,53
C31
SS
T S SS SS -r
SSI -
N13' 29' 09"W
-IS$ SS ss -r-
SS
s
20.50
ba.UU I LU.uu -26: o i.uv 4 .1
n04.��i l ( 1 .9'I
m
I
13,221 SF o /
0
7,613 SF
�6ya�`ie v. r
CSO II �I�
N
4
w b
r
C) � O
N 1.,
M
n p M W p0
16 Z o
- s \ss w SS 26,020 SF
UZO
z a ¢�zo�
6
�F X261 I o fnmoy n
C1' ` 838'16'06"E 9j79' 02 i) z v N
21.12' Z/ 1 11 /1 a 1- M
eq
BJ0CV
r
tV OR
cm
r
4!
r
C4W
S
Length
Radius
I
/w
O7
®--
198.71
w
90.00
12
13
14
a 15
173.50
22.57
S78' 27' 50"W
9,430 SF
o 9,428 SF
9,425 SF
9,423 SF
w
9,421 SF
2600
o 9,418 SF 1
0 8,854 SF
N
10 7,525 SF
11,115 SF
173.50
7.00
S86' 15' 05"W
21.17
C3
25.16
126.50
11.40
S84' 03' 03"W
25.12
C23
47.16
173.50
15.58
S74' 57' 56"W
47.02
C4
19.45
20.50
54.35
N63' 04' 25"W
17W
�
24.98
20.50
Iw
25'1
23.46
C5
277.14
55.00
288.71
NO' 15' 01 "W
64.11
C25
55.00
185.40
S44' 18' 06"W
Vici
� I \-- I
-► 11.9`
66.00' - -
- 66.00'- - - - - -87.84'- - ` 51.87
1,287.84'- - - - - - ' - - - - - - - - - - - - - - - . - - _ - _ -� � o
7
I m
dlvislon
Sub
l�ladelYt"' l io
TO
2 1/2" of asphaltic
concrete per I.S.P.W.C.
section 805.
Project
Location
91
5'
Concrete sidewalk per ACHD�
supplemental standard drawing SD -709.
`3" Rolled curb and gutter per ACHD
supplemental drawing SD -702.
Curve Table
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
198.71
126.50
90.00
S44' 44' 59"W
178.90
C21
68.35
173.50
22.57
S78' 27' 50"W
67.91
C2
173.54
126.50
78.60
S39' 03' 03"W
160.25
C22
21.19
173.50
7.00
S86' 15' 05"W
21.17
C3
25.16
126.50
11.40
S84' 03' 03"W
25.12
C23
47.16
173.50
15.58
S74' 57' 56"W
47.02
C4
19.45
20.50
54.35
N63' 04' 25"W
18.73
C24
24.98
20.50
69.82
S77 54' 38"E
23.46
C5
277.14
55.00
288.71
NO' 15' 01 "W
64.11
C25
177.97
55.00
185.40
S44' 18' 06"W
109.88
C6
32.65
55.00
34.01
S52' 54' 07"E
32.17
C26
0.89
55.00
0.93
N43' 27' 45"W
0.89
C7
56.02
55.00
58.36
N80' 54' 44"E
53.63
C27
51.03
55.00
53.17
S84' 13' 46"W
49.22
C8
30.38
55.00
31.65
N35' 54' 18"E
30.00
C28
30.11
55.00
31.36
S41' 57' 55"W
29.73
C9
62.08
54.94
64.73
N12' 15' 57"W
58.83
C29
54.70
55.00
56.98
S19' 54' 21"E
52.47
C10
30.38
55.00
31.65
N55' 38' 58"W
30.00
C30
54.70
55.00
56.98
S19' 54' 21"E
52.47
C11
70.20
55.00
73.13
S71' 57' 36"W
65,53
C31
24.98
20.50
69.82
N13' 29' 09"W
23.46
C12
19.45
20.50
54.35
N62' 34' 22"E
18.73
C32
65.64
173.50
21.68
S10' 35' 15"W
65.25
C13
3.93
20.50
10.98
N40' 53' 14"E
3.92
C33
65.64
173.50
21.68
S10' 35' 15"W
65.25
C14
15.52
20.50
43.37
N68' 03' 50"E
15.15
C34
65.64
173.50
21.68
S10' 35' 15"W
65.25
C15
31.40
20.00
89.94
S45' 16' 46"E
28.27
C16
9.32
20.00
26.69
S76' 54' 27"E
9.23
C17
22.08
20.00
63.26
S31' 56' 11 "E
20.98
C18
31.44
20.00
90.06
N44' 43' 14"E
28.30
C19
22.08
20.00
1 63.26
N31' 19' 12"E
20.98
C20
9.36
20.00
1 26.80
N76- 20' 56"E
9.27
Table
PROPOSED ZONE
R-8
MINIMUM LOT AREA - INTERIOR LOT
4,000 SF
MINIMUM LOT AREA - CORNER LOT
4,000 SF
FRONT YARD SETBACK
10 FEET
REAR YARD SETBACK
12 FEET
STREET SIDE YARD SETBACK
20 FEET
INTERIOR SIDE YARD SETBACK
5 FEET
MAXIMUM BUILDING HEIGHT
35 FEET
MINIMUM STREET FRONTAGE
40 FEET
MINIMUM LOT WIDTH - INTERIOR LOT
40 FEET
MINIMUM LOT WIDTH - CORNER LOT
40 FEET
EXISTING ZONE
RUT
Land Use Calculations
DESCRIPTION
AREA (AC)
PERCENTAGE
ORIGINAL PROPERTY
9.84
N/A
12' ADDITIONAL LOCUST GROVE ROW
0.09
N/A
PROJECT
9.75
100%
RESIDENTIAL LOTS
7.18
73.67
LANDSCAPED OPEN SPACE AREA LOTS
0.73
7.5%
COMMON DRIVE COMMON LOT
0.07
0.7%
NON -LANDSCAPED RIGHT-OF-WAY
1.20
12.3%
50% BUFFER STRIP ALONG LOCUST GROVE
0.13
1.3%
LANDSCAPE STRIP (TBRC-0
0.28
2.9%
DRIVEWAYS IN LANDSCAPE STRIP
0.10
1.0%
NON -LANDSCAPED COMMON LOTS
0.07
1.0%
TOTAL QUALIFYING OPEN SPACE AREA
1.01
10.3%
RESIDENTIAL LOTS 33
LARGEST LOT SIZE 1
13,221
SF
OPEN SPACE AREA LOTS 4
SMALLEST LOT SIZE
7,525
SF
COMMON DRIVE LOT 1
AVERAGE LOT SIZE
9,474
SF
Underground Utility Note
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
DEVIATIONS MAY EXIST BETWEEN THE LOCATIONS SHOWN
HEREON AND THEIR ACTUAL LOCATIONS)
Owner/Al
TODD CAMPBELL
PO BOX 140298
BOISE, ID.
(208) 631-5052
U
H
0.Lr)
�
CO
H co
N
y,�
ai
'o
• �
cn
co
W
W goo
bA sal:.� cm
�m
o 00
1M�
U��
O� k'
y6
C.fl
) c
SS4ct
Q�
s,
OSS
Q-1
CC Z
Q
O W
w w
3 rn
fyo
� fym
C) zN
r...?
FIE C3
a
ti wn
0wo
whoLd
o
a W
Ste- NZo
W
U
oZ
w o
Z M
w z
�o
� L
CD
z
w
C3
�N
m
p
N
O
Q
r
N
0
5
U
p
5
O
o�
N
W
W 3
N
}J
U
YZ
mQ
p
Z
d
lid
_
J
m3
Z
Y
U'n
,u
§1:
a
W�
OFU--
3U
c�
(n
SHEET NO:
1