Silverwater pg2LN[14216]
L1
0 40 80
Scale in Feet
82.50'
I
20.5'
� a
5' i
I , I
PLAT SHOWING
Silverwater Subdivision No. 1
N89'42'09"E 564.00'
481.50' E Victo Rd
-J- -- -- -- -- -- -- -- --
Existing Sewer Easement,
See Easement Note 6
20.5' 64.82' 40.00'
"' I •.b1 h ,� �
ACHD Drainage Easement, Dc0 OHO N Lo 00
See Easement Note 5 NO r`
O 'o � 10 o rn 11
o ( I I O' o
t� i ,,F, 9 ° = 0�. z o
K' r �'�' �� • o0 690 � 700 a� z
h 7 - --�-
�� 522.48'
LO o j l 8 �•-- j
C5 3 W l0 3253 '
o Block 1 ., M ,
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o w � i i 0 00
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// 32.00' -
M I !
0 I l 7 1LAO
Lp 11.50'
o, W 3265
I S89'42'09"W 703
3'-'I • �33.5'
V) 90.17' 3 8.5'
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l0 6 1 21.5' i 21.5' i 0 32 i� ,
I 9
00 M , 3 �,7 7 16' ---� M, p l I O C
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I ( S89 42 09 W I 0 t
i N 93.50' o z
Existing ACHD Right-ofol
O
-Way Easement, See l tOp 5 3289 000 �
Easement Note 4 , M M O -A - - - -
i Ln S89'42 09 W N 20.00 32.00_
93.50' N >
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[14216] 4 0
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I 93.50' 8.5' 0 0
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rn 0 2 16.26 (d 8.5' z
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3325 21.92 ;� 702
S89'42'09"W 0
16.50
Sheet 2 82.00' �1 •
! heet'�"'• • �.3� _ C13 32.56' �'-32.00'
,
l 5 91 6 C5 -'
t' • 81.06' •
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40.00'
PLAT BOOK PAGE
19 N89042'09"E
30 220.13' 0
632.08'
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40.00'
N89'42'09"E 513.82'
40.00' T 40.00' T 40.00' T 40.00'
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Existing
ACHD
Right -of -Way
756
40.00'
770
_ 40.00' -
Easement, See Easement
784 Note 4 798 812
40.00' _ 40.0_0' _4_0.00'
431.48' -�
40.00'
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rn 20
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826
40_00'
49.00'
10'
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-49.00'
u' _ - N89'42'09"E 454.13' _ _ _ N•
� 110 - 336.00' E. Whiskey Flats St. � co118.13'
c' 284.00' 13.50' - - N
32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' , 69,63'
� 83.13
Existing ACHD Right -of -Way 16.50' °D ``9` ' �� N89'42'09"E 10
4� 7 ' 10
Easement, See 19.09 0
711 719 735 749 Easement Note 4 783 0 2
w 0 763 � 771 I^ 21.5' 21.5' ``� 19.09' 1
'4.
o o o i0 Lo o L�i o Lis o 0 NI N89'42'09"E I
8 �0 7 r' 6 to
�0 5 0� 4 �0 3 �0 2 ro 1 C)I o s.5' 96.63'
COS p� o� z Or 0� 0c)3283 1 0� io�2 �0
3 90 3
z z Blo k 3 z z z 8.5'- 1
w
„ (M N89'42'09"E
S89 42 09 W 00
296.00' �'��� i_ _ - 96.63' - - -
32.00' 32_00' 32.00' 32.00'-2_00' 32.00' 32.00' 20.00' (0 4 I O
'4 ' 386.00' C Q r , o63302 ao
N89 2 09 E _ _ _ _ j CY- _ _ - • c� i PO I M O
' Alley A o a N89'42'09"E I o
296.00 Y v w
_ 96.63' 1 r
_ 32.00' 32_00' 32.00'- - 32.00' 32.00' 32_00' 32.00'- 20.0� '
�� a� Ir, 0;03314 5 io N
�I Block 7 0
. ^ 8.5' C� us I N89'42'09"E 96.63' W
0 0 i
?� !n LO Ln , , Existing ACHD Right -of I `-
LO 0p r O tfj LO
LO `1 O i%i -Way Easement, See O
8 Ln 7 6 0 5 4 Ln 3 0 0 2 0 0 U, o Easement Note 4 1 0
LIi 1 L6l I � 3326 6 1( ,
0 0 o b o o z z 3319 i ,PO 1O
0 0 T z 0 0 `- 0, N89'42'09"E O
z z z z Existing ACHD Right -of -Way (n
Block 4 Easement, See Easement L j 96.63' 1
714 750 7 2 Note 4 tK I ' 0 I O
726 738 6 774 78G16.5oi .,'; 3338 7
MI 1(6
M
32.00' 32.00' - 32.00' 32.00'- 32_00 , 32.00, 32.00'
N89'42'09"E
289.00 , 8.5' 96.63 0
_ Sheet 2 E. SDrinaloyd St. $ 10
Sheep � .- _ - •�- - - • � I 8 1 Co
CA
N89'42'09"E 386.00' f 0° L�
cn
- Boundary Line
- Section Corner
- Lot Line
- - - -Section Line
- Quarter -Section Corner
- - - Center Line
0
- Found 5/8„ Rebar, as Noted
- - - - - Right-of-way Line
- Found 1 /2" Rebar, as Noted
"JUB
- Match Line
•
- Set 1/2"x24" Rebar, with Plastic Cap Marked 11334"
- - - - - - Adjacent Property Line
•O
- Set 5/8"x30" Rebar, with Plastic Cap Marked "JUB 11334"
"J-U-8
- - - - - - - - - Utility Easement Line
O
- Set 1-3/16" Bernt'sen BP Cap Marked 11334"
- - - - - - - ACHD Drainage Easement Line
L
- Point not Set or Found
- Existing ACHD Right -of -Way Easement Line
C#
- Curve Number (Typical)
- - - - Existing Meridian Sewer Easement Line
L#
- Course Number (Typical)
- Lot Number (Typical)
- - - - - Existing Temporary ACHD Storm Water Drainage Easement Line Key Ma
[####] - PLS Number Found on Monument Scale-NTSS
See Sheet 6 For Line and Curve Tables
I(JE ■
J-U-B ENGINEERS, INC.
250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944
p 208 376 7330 f 208 323 9336 w www.jub.com
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