Verado No. 1 - Sawtooth Final Plat PRELIMINARY 06.14.2017SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FT
SUMMERFIELD NO. 1
COR. REC. 2015011236
31 32 - T. 4 N-, R. 1 E. / E. USTICK RD
6 5 T. 3 N., R. 1 E.-- / ---
6
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UNPLATTED
VERADO SUBDIVISION NO. 1
LOCATED IN GOVERNMENT LOT 3 AND THESE 1/4 OF THE NW 1/4 OF SECTION 5,
T. 3 N., R. 1 E., B. M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2017
CHAMPION PARK NO. 1
BASIS OF BEARINGS (2655.31) N114
S 89°4457" E 2655.40'
32 COR. REC. 2015053361
o
L" (335.00)
S 89°4457" E • _ _ 812.80' N 89°4457" W 335.00' o
- -- -- -- -- - -- - o
1 BLOCK 40.50' 40.50' 1 BLOCK2 POINT OF PLS 12087 I
- - - - - BEGINNING
282.00'
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00 0 3 2 J3 4 5 6 7 8 9 10
w w
• 40.50' 0 40.50'
z I
• -
11711.' - • - N E. RINGNECK ST. 282.66' - - • N 124.09' •
'i N 89°4457" W v 524.40'
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32.00' •
N 89°44'
-
-------------------
SEE NOTE 12
17 16 13 10 9 6 5 2
BLOCK 3
• 14
57" W
W
01
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• - N E. SHARPTAIL ST - N 6
-S-894457"E-
_ • v S 89°4457" E_ SEE NOTE 12 365.01' N • 7
W
---__ S74812
• 7 ¢130 E 109.21' 76.75 rn I
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N 86°95'15" W 99
.-------------1
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12
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�° • v N 89°4457" W �r • v 372.30'
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PACKARD ACRES SUB. N0.2 \ v UZ" IN
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s CSA(1g1"51i N86° - "FND.518"NO CAP
ED P 0931' W 153.77' PLACED PLS CAP 14221
pLP 14221 (153.15) 80' WIDE R.O.W.
FOR FINCH LATERAL PER \
- - - - - - - - INST. NO. 797771
PACKARD ACRES SUB. NO.2
� _ I
I
I
I
13 12 11 10 9 l
I
1 4.74'
N 89032'13" W
PLS 4431
• N 89°44'07" W 331.23' - - 8.12'
CHAMBERLIN ESTATES SUB. (331.341) °
So2s0o W
I
PLS 4347
SE COR.
GOVT LOT 3
I
I
I
BOOK , PAGE
LEGEND
- - - - SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
SECTIONAL LINE
------------------- NEW EASEMENTS
--------------------------- EXISTING EASEMENTS
_-- - _ - - _ CENTERLINE
RIGHT OF WAY
o 0 0 0 0 0 o ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
FOUND 518" REBAR AS NOTED
O FOUND 112" REBAR AS NOTED
O SET 5/8" REBAR/CAP
• SET 112" REBAR/CAP
( ) RECORD INFORMATION
3 LOT NUMBER
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
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32.00' •
N 89°44'
-
-------------------
SEE NOTE 12
17 16 13 10 9 6 5 2
BLOCK 3
• 14
57" W
W
01
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00
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1
24' 24'
2
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BLOCK 5
• - N E. SHARPTAIL ST - N 6
-S-894457"E-
_ • v S 89°4457" E_ SEE NOTE 12 365.01' N • 7
W
---__ S74812
• 7 ¢130 E 109.21' 76.75 rn I
S84°24'18"EN
_ _ °239,44' N 8300_'30�" E .,�S77°3
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20 (133.76) F'QjNovo
PLS 4431 0 133.83' Ttio
N 86°95'15" W 99
.-------------1
BLOCK 4
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w l 'W 106.78' • • N 89°32'31" W 164.39'N �l
• N • • S 77°42'46..
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19 16 14 13 10 9 6 5 2
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12
\ OZ N 248.30' E. KAMAY DR. N 124.00'
�° • v N 89°4457" W �r • v 372.30'
�QQ • SEE NOTE 12 N N I
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PACKARD ACRES SUB. N0.2 \ v UZ" IN
�TLAC5�8„NOC
s CSA(1g1"51i N86° - "FND.518"NO CAP
ED P 0931' W 153.77' PLACED PLS CAP 14221
pLP 14221 (153.15) 80' WIDE R.O.W.
FOR FINCH LATERAL PER \
- - - - - - - - INST. NO. 797771
PACKARD ACRES SUB. NO.2
� _ I
I
I
I
13 12 11 10 9 l
I
1 4.74'
N 89032'13" W
PLS 4431
• N 89°44'07" W 331.23' - - 8.12'
CHAMBERLIN ESTATES SUB. (331.341) °
So2s0o W
I
PLS 4347
SE COR.
GOVT LOT 3
I
I
I
BOOK , PAGE
LEGEND
- - - - SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
SECTIONAL LINE
------------------- NEW EASEMENTS
--------------------------- EXISTING EASEMENTS
_-- - _ - - _ CENTERLINE
RIGHT OF WAY
o 0 0 0 0 0 o ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
FOUND 518" REBAR AS NOTED
O FOUND 112" REBAR AS NOTED
O SET 5/8" REBAR/CAP
• SET 112" REBAR/CAP
( ) RECORD INFORMATION
3 LOT NUMBER
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
1
24' 24'
2
0
z
3
1
0 0
00
v 4
I
5
BLOCK 5
• - N E. SHARPTAIL ST - N 6
-S-894457"E-
_ • v S 89°4457" E_ SEE NOTE 12 365.01' N • 7
W
---__ S74812
• 7 ¢130 E 109.21' 76.75 rn I
S84°24'18"EN
_ _ °239,44' N 8300_'30�" E .,�S77°3
18"E z
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20 (133.76) F'QjNovo
PLS 4431 0 133.83' Ttio
N 86°95'15" W 99
.-------------1
BLOCK 4
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w l 'W 106.78' • • N 89°32'31" W 164.39'N �l
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19 16 14 13 10 9 6 5 2
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24' 24'
12
\ OZ N 248.30' E. KAMAY DR. N 124.00'
�° • v N 89°4457" W �r • v 372.30'
�QQ • SEE NOTE 12 N N I
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,- BLOCK 6
4 5 6 I
�\\ 1 7 8 9
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SEM"V7 1
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PACKARD ACRES SUB. N0.2 \ v UZ" IN
�TLAC5�8„NOC
s CSA(1g1"51i N86° - "FND.518"NO CAP
ED P 0931' W 153.77' PLACED PLS CAP 14221
pLP 14221 (153.15) 80' WIDE R.O.W.
FOR FINCH LATERAL PER \
- - - - - - - - INST. NO. 797771
PACKARD ACRES SUB. NO.2
� _ I
I
I
I
13 12 11 10 9 l
I
1 4.74'
N 89032'13" W
PLS 4431
• N 89°44'07" W 331.23' - - 8.12'
CHAMBERLIN ESTATES SUB. (331.341) °
So2s0o W
I
PLS 4347
SE COR.
GOVT LOT 3
I
I
I
BOOK , PAGE
LEGEND
- - - - SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
SECTIONAL LINE
------------------- NEW EASEMENTS
--------------------------- EXISTING EASEMENTS
_-- - _ - - _ CENTERLINE
RIGHT OF WAY
o 0 0 0 0 0 o ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
FOUND 518" REBAR AS NOTED
O FOUND 112" REBAR AS NOTED
O SET 5/8" REBAR/CAP
• SET 112" REBAR/CAP
( ) RECORD INFORMATION
3 LOT NUMBER
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
BLOCK 5
• - N E. SHARPTAIL ST - N 6
-S-894457"E-
_ • v S 89°4457" E_ SEE NOTE 12 365.01' N • 7
W
---__ S74812
• 7 ¢130 E 109.21' 76.75 rn I
S84°24'18"EN
_ _ °239,44' N 8300_'30�" E .,�S77°3
18"E z
1 �!�� • C1
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20 (133.76) F'QjNovo
PLS 4431 0 133.83' Ttio
N 86°95'15" W 99
.-------------1
BLOCK 4
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L6 I
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N 1
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w l 'W 106.78' • • N 89°32'31" W 164.39'N �l
• N • • S 77°42'46..
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1
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18 BLOCK 7 I
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19 16 14 13 10 9 6 5 2
18 17
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9
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N N 10
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11
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24' 24'
12
\ OZ N 248.30' E. KAMAY DR. N 124.00'
�° • v N 89°4457" W �r • v 372.30'
�QQ • SEE NOTE 12 N N I
l-p
L----------- ------ ----------------L
2��� 3
,- BLOCK 6
4 5 6 I
�\\ 1 7 8 9
���ACyps/DEjy�Ll(Eq
SEM"V7 1
I
PACKARD ACRES SUB. N0.2 \ v UZ" IN
�TLAC5�8„NOC
s CSA(1g1"51i N86° - "FND.518"NO CAP
ED P 0931' W 153.77' PLACED PLS CAP 14221
pLP 14221 (153.15) 80' WIDE R.O.W.
FOR FINCH LATERAL PER \
- - - - - - - - INST. NO. 797771
PACKARD ACRES SUB. NO.2
� _ I
I
I
I
13 12 11 10 9 l
I
1 4.74'
N 89032'13" W
PLS 4431
• N 89°44'07" W 331.23' - - 8.12'
CHAMBERLIN ESTATES SUB. (331.341) °
So2s0o W
I
PLS 4347
SE COR.
GOVT LOT 3
I
I
I
BOOK , PAGE
LEGEND
- - - - SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
SECTIONAL LINE
------------------- NEW EASEMENTS
--------------------------- EXISTING EASEMENTS
_-- - _ - - _ CENTERLINE
RIGHT OF WAY
o 0 0 0 0 0 o ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
FOUND 518" REBAR AS NOTED
O FOUND 112" REBAR AS NOTED
O SET 5/8" REBAR/CAP
• SET 112" REBAR/CAP
( ) RECORD INFORMATION
3 LOT NUMBER
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
BLOCK 7
18 BLOCK 7 I
4
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1 I �
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14
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----- ---- - -------- -----
19 16 14 13 10 9 6 5 2
18 17
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11
I
24' 24'
12
\ OZ N 248.30' E. KAMAY DR. N 124.00'
�° • v N 89°4457" W �r • v 372.30'
�QQ • SEE NOTE 12 N N I
l-p
L----------- ------ ----------------L
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,- BLOCK 6
4 5 6 I
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PACKARD ACRES SUB. N0.2 \ v UZ" IN
�TLAC5�8„NOC
s CSA(1g1"51i N86° - "FND.518"NO CAP
ED P 0931' W 153.77' PLACED PLS CAP 14221
pLP 14221 (153.15) 80' WIDE R.O.W.
FOR FINCH LATERAL PER \
- - - - - - - - INST. NO. 797771
PACKARD ACRES SUB. NO.2
� _ I
I
I
I
13 12 11 10 9 l
I
1 4.74'
N 89032'13" W
PLS 4431
• N 89°44'07" W 331.23' - - 8.12'
CHAMBERLIN ESTATES SUB. (331.341) °
So2s0o W
I
PLS 4347
SE COR.
GOVT LOT 3
I
I
I
BOOK , PAGE
LEGEND
- - - - SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
SECTIONAL LINE
------------------- NEW EASEMENTS
--------------------------- EXISTING EASEMENTS
_-- - _ - - _ CENTERLINE
RIGHT OF WAY
o 0 0 0 0 0 o ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
FOUND 518" REBAR AS NOTED
O FOUND 112" REBAR AS NOTED
O SET 5/8" REBAR/CAP
• SET 112" REBAR/CAP
( ) RECORD INFORMATION
3 LOT NUMBER
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
I�
z
Lu wo 8
o z
wl
W
9
o�
N
N N 10
'0 ��-
11
I
24' 24'
12
\ OZ N 248.30' E. KAMAY DR. N 124.00'
�° • v N 89°4457" W �r • v 372.30'
�QQ • SEE NOTE 12 N N I
l-p
L----------- ------ ----------------L
2��� 3
,- BLOCK 6
4 5 6 I
�\\ 1 7 8 9
���ACyps/DEjy�Ll(Eq
SEM"V7 1
I
PACKARD ACRES SUB. N0.2 \ v UZ" IN
�TLAC5�8„NOC
s CSA(1g1"51i N86° - "FND.518"NO CAP
ED P 0931' W 153.77' PLACED PLS CAP 14221
pLP 14221 (153.15) 80' WIDE R.O.W.
FOR FINCH LATERAL PER \
- - - - - - - - INST. NO. 797771
PACKARD ACRES SUB. NO.2
� _ I
I
I
I
13 12 11 10 9 l
I
1 4.74'
N 89032'13" W
PLS 4431
• N 89°44'07" W 331.23' - - 8.12'
CHAMBERLIN ESTATES SUB. (331.341) °
So2s0o W
I
PLS 4347
SE COR.
GOVT LOT 3
I
I
I
BOOK , PAGE
LEGEND
- - - - SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
SECTIONAL LINE
------------------- NEW EASEMENTS
--------------------------- EXISTING EASEMENTS
_-- - _ - - _ CENTERLINE
RIGHT OF WAY
o 0 0 0 0 0 o ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
FOUND 518" REBAR AS NOTED
O FOUND 112" REBAR AS NOTED
O SET 5/8" REBAR/CAP
• SET 112" REBAR/CAP
( ) RECORD INFORMATION
3 LOT NUMBER
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
\ OZ N 248.30' E. KAMAY DR. N 124.00'
�° • v N 89°4457" W �r • v 372.30'
�QQ • SEE NOTE 12 N N I
l-p
L----------- ------ ----------------L
2��� 3
,- BLOCK 6
4 5 6 I
�\\ 1 7 8 9
���ACyps/DEjy�Ll(Eq
SEM"V7 1
I
PACKARD ACRES SUB. N0.2 \ v UZ" IN
�TLAC5�8„NOC
s CSA(1g1"51i N86° - "FND.518"NO CAP
ED P 0931' W 153.77' PLACED PLS CAP 14221
pLP 14221 (153.15) 80' WIDE R.O.W.
FOR FINCH LATERAL PER \
- - - - - - - - INST. NO. 797771
PACKARD ACRES SUB. NO.2
� _ I
I
I
I
13 12 11 10 9 l
I
1 4.74'
N 89032'13" W
PLS 4431
• N 89°44'07" W 331.23' - - 8.12'
CHAMBERLIN ESTATES SUB. (331.341) °
So2s0o W
I
PLS 4347
SE COR.
GOVT LOT 3
I
I
I
BOOK , PAGE
LEGEND
- - - - SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
SECTIONAL LINE
------------------- NEW EASEMENTS
--------------------------- EXISTING EASEMENTS
_-- - _ - - _ CENTERLINE
RIGHT OF WAY
o 0 0 0 0 0 o ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
FOUND 518" REBAR AS NOTED
O FOUND 112" REBAR AS NOTED
O SET 5/8" REBAR/CAP
• SET 112" REBAR/CAP
( ) RECORD INFORMATION
3 LOT NUMBER
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
I
PACKARD ACRES SUB. N0.2 \ v UZ" IN
�TLAC5�8„NOC
s CSA(1g1"51i N86° - "FND.518"NO CAP
ED P 0931' W 153.77' PLACED PLS CAP 14221
pLP 14221 (153.15) 80' WIDE R.O.W.
FOR FINCH LATERAL PER \
- - - - - - - - INST. NO. 797771
PACKARD ACRES SUB. NO.2
� _ I
I
I
I
13 12 11 10 9 l
I
1 4.74'
N 89032'13" W
PLS 4431
• N 89°44'07" W 331.23' - - 8.12'
CHAMBERLIN ESTATES SUB. (331.341) °
So2s0o W
I
PLS 4347
SE COR.
GOVT LOT 3
I
I
I
BOOK , PAGE
LEGEND
- - - - SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
SECTIONAL LINE
------------------- NEW EASEMENTS
--------------------------- EXISTING EASEMENTS
_-- - _ - - _ CENTERLINE
RIGHT OF WAY
o 0 0 0 0 0 o ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
FOUND 518" REBAR AS NOTED
O FOUND 112" REBAR AS NOTED
O SET 5/8" REBAR/CAP
• SET 112" REBAR/CAP
( ) RECORD INFORMATION
3 LOT NUMBER
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
NOTES:
SEE SHEET 3 OF 5 FOR NOTES
CURVE DATA
CURVE ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH
C1 31.56' 8°13'08" 220.00' S 73°31'44"E 31.53'
C2 38.19' 43°4532" 50.00' S 68°22'17" W 37.27'
C3 38.64' 29°54'50" 74.00' S 75°17'38" W 38.20'
C4 35.55' 78°20'29" 26.00' S 51'04'48" W 32.84'
C5 9.69' 5°33'09" 100.00' N 80°29'20" E 9.69'
C6 22.24' 12°4443" 100.00' S84°05'08"W 22.20'
C7 18.71' 10°43'14" 100.00' S 83°0423" W 18.68'
C8 3.53' 2°0129" 100.00' S 892645" W 3.53'
C9 15.48' 44°20'03" 20.00' S21°42'14"E 15.09'
C10 10.67' 11'45'18" 52.00' N 37°5936" W 10.65'
C11 64.04' 70°3332" 52.00' NO3°0949"E 60.07'
C12 6.70' 7°2249" 52.00' N42°08'00"E 6.69'
C13 20.15' 22°12'23" 52.00' N56°5536"E 20.03'
C14 40.72' 44°52'02" 52.00' S89°32'12"E 39.69'
C15 20.15' 22°12'22" 52.00' S56°00'00"E 20.03'
C16 6.70' 7°2249" 52.00' S 41 °12'25" E 6.69'
C17 68.94' 75°5735" 52.00' S00°2747"W 64.00'
C18 5.77' 6°21'15" 52.00' S41°37'12"W 5.76'
C19 15.48' 44°20'03" 20.00' N22°3749"E 15.09'
C20 12.12' 5°3327" 125.00' N 80°2929" E 12.12'
C21 7.27' 5°33'09" 75.00' N 80°2920" E 7.27'
C22 27.81' 12°4443" 125.00' S 84°05'08" W 2775'
C23 9.76' 55°56'20" 10.00' S 62°1237" W 9.38'
C24 336.35' 291'5935" 66.00' S 00°15'03" W 73.82'
C25 9.73' 55°4439" 10.00' S 61'3743" E 9.35'
C26 243.84 268°40'05" 52.00' S 89°32'13"E 74.39'
SCALE
60 0 30 60 120
( FEET )
1 INCH= 60 FT
E. USTICK RD S 89°4457" E
VERADO SUBDIVISION NO. 1
2655.40'
CURVE ARC LENGTH
DELTAANGLE RADIUS
CHORD BEARING
CHORD LENGTH
C1
31.56'
8°13'08"
220.00'
S 73°31'44"E
31.53'
C2
38.19'
43°4532"
50.00'
S68°22'17"W
37.27'
30' WIDE EASEMENT
38.64'
29°54'50"
74.00'
S 75°17'38" W
38.20'
C4
35.55'
78°20'29"
26.00'
S 51°04'48" W
32.84'
C5
9.69'
5°33'09"
100.00'
N80°29'20"E
FOR MILK LATERAL PER
W
22.24'
12°44'43"
S 89°4457" E
S 84'05'08" W
22.20'
C7
18.71'
10°43'14"
100.00'
812.80'
18.68'
C8
3.53'
2°0129"
100.00'
INST. NOS.113108047 & 114005534
• _�_ _
_ _349.27'
_
20.00'
•
15.09'
C10
10.67'
11'45'18"
52.00'
_
_
_
70°3332"
_ •
o e-
60.07'
C12
!�
56.33'
52.00'
56.13'
6.69'
C13
20.15'
22°12'23"
351.07'
N56°5536'E
20.03'
C14
40.72'
44°52'02"
52.00'
1 BLOCK 1
39.69'
C15
20.15'
22°12'22"
52.00'
S56°00'00"E
20.03'
C16
6.70'
1
BLOCK 2
S 41 °12'25" E
6.69'
C17
68.94'
N o • _
360.00'
S 00°2747" W
S 89°4457" E
404
5.77'
40.50'
52.00'
S 41 °37'12" W
5.76'
S 89°4457" E
15.48'
44°20'03"
360.00'
N22°3749"E
15.09'
C20
_ _
_ _ _
•
Il.50'
12.12'
C21
7.27'
5°33'09"
75.00'
N80°2920"E
7.27'
C22
27.81'
12'4443"
125.00'
S 84'05'08" W
27.75'
-------
z ----- N89°4457"W----------282.00'
9.76'
55°56'20"
39.00' 39.x'--
------
-----
C24
--E.
-�-
-�-
--�-
--E
-�-
-�-
--E
---�--
S61°37'43E
30' WIDE EASEMENT
C26
o
o
0 0
0
S 89°32'13"E
74.39'
o
BLOCK2
• •
32.00'
1 4
FOR MILK LATERAL PER
32.00'
o
32.00'
j
rn
rn
0
0
0
0
0
0
0
0
� I
32.00'`
INST. NOS. 113108047& 114005534
39°44'57" W
I
Y
Q
0
0
0
0
0
0
0
0
32.00'
wI
3 2
OU
O
c:)
O
h 2
N
3
4 5
6
7
8
9
10
CURVE DATA
15
�-
o m
M
w
N
I
m
g
�n
Q>
`-
�n
c7
N
N
N
N
N
N
N
N
CURVE ARC LENGTH
DELTAANGLE RADIUS
CHORD BEARING
CHORD LENGTH
C1
31.56'
8°13'08"
220.00'
S 73°31'44"E
31.53'
C2
38.19'
43°4532"
50.00'
S68°22'17"W
37.27'
C3
38.64'
29°54'50"
74.00'
S 75°17'38" W
38.20'
C4
35.55'
78°20'29"
26.00'
S 51°04'48" W
32.84'
C5
9.69'
5°33'09"
100.00'
N80°29'20"E
9.69'
C6
22.24'
12°44'43"
100.00'
S 84'05'08" W
22.20'
C7
18.71'
10°43'14"
100.00'
S 83°0423" W
18.68'
C8
3.53'
2°0129"
100.00'
S 89°26'45" W
3.53'
C9
15.48'
44°20'03"
20.00'
S21°42'14"E
15.09'
C10
10.67'
11'45'18"
52.00'
N 37°5936" W
10.65'
C11
64.04'
70°3332"
52.00'
N 03°0949" E
60.07'
C12
6.70'
7°22'49"
52.00'
N42°08'00"E
6.69'
C13
20.15'
22°12'23"
52.00'
N56°5536'E
20.03'
C14
40.72'
44°52'02"
52.00'
S 89°32'12" E
39.69'
C15
20.15'
22°12'22"
52.00'
S56°00'00"E
20.03'
C16
6.70'
7°2249"
52.00'
S 41 °12'25" E
6.69'
C17
68.94'
75°5735"
52.00'
S 00°2747" W
64.00'
C18
5.77'
6°21'15"
52.00'
S 41 °37'12" W
5.76'
C19
15.48'
44°20'03"
20.00'
N22°3749"E
15.09'
C20
12.12'
5°3327"
125.00'
N80°29'29"E
12.12'
C21
7.27'
5°33'09"
75.00'
N80°2920"E
7.27'
C22
27.81'
12'4443"
125.00'
S 84'05'08" W
27.75'
C23
9.76'
55°56'20"
10.00'
S 62°12'37" W
9.38'
C24
336.35'
291'5935"
66.00'
S 00°15'03 W
73 82'
C25
9.73'
55°44'39"
10.00'
S61°37'43E
9.35'
C26
243.84
268°40'05"
52.00'
S 89°32'13"E
74.39'
o o `- N N N N N N N N
o z I z 8.85' O o O o o O o 0
Z 5.29' co � co cn cn cn cn c
39.00' 39.00' 40.50' 40.50' 35.25' 39.00' 39.00' 39.00' 39.00' 39.00' 39.00' 39.00' 48.00'
• N 89°44'57" W 78.00' l� S 89°4457" E 360.00' b
N `v N 89°4457" W N E. RINGNECK ST 524.40' N
CO IP • 11765' - • - - 282.66' - - • - - •
_ 124.09' oI
Z N N 89°4457" IN 1 N 354 73' N
S 89°44'57" E 85.00'
l6 �1 1 13.36' LINE TABLE
Itj
ACHD TEMPORARY
TURN -AROUND EASEMENT
/ PER INS T. NO. 2017-012350
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32.00'
32.00
32.00'
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32.00'
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32.00'
2.78'
27.00'
2
LII
S 443846" E
7.06'
1
I S44°3846"E
14.12'
15.53'
S45°21'14"W
14.17'
L14
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7.08'
L15
o
0
QS
L16
S 00°2725" W
11.85'
0
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L18
N 30°0246" W
10.37'
t2
N 30°5925" E
10.37'
L20
S 59°1743" W
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40.14'
40.00'
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1 4
32.00'
32.00'
32.00'
32.00'
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32.00'
32.00'
32.00'
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32.00'`
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39°44'57" W
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BLOCK 4
12.50'
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32.00'
27.00'
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32.00'
103.01'
32.00'
32.00'
32.00'
32.00'
32.00'
27.0
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S 89°4457" E
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E. SHARPTAIL ST. 365.01'
24' 24'
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2.78'
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32.00' 32.00'
_ 32.00' 32.00'
_ 40_00'
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32.00'
32.00'
32.00'
4.22'
270
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1.72'
2.78'
N45°21'14"E
2
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S 443846" E
7.06'
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14.12'
L13
S45°21'14"W
14.17'
L14
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7.08'
L15
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L16
S 00°2725" W
11.85'
L17
Lu
L18
N 30°0246" W
10.37'
t2
N 30°5925" E
10.37'
L20
S 59°1743" W
18.85'
BLOCK 6
S 14°1743"W
17.81'
L22
S 75°42'17" E
18.86'
L23
N
M
L24
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18.86'
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27.00'
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ACHD BRIDGE EASEMENT 9
PER INST. NO. 2017-012305 •
AND 2017-013999
cp-,
N 89°4457" W 223.88'
N - _ 248.30'
N 89°4457" W
N
0
0
no
0
J/ VV
BLOCK 5
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9
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N 10
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24' I 24 j
01
E. KAMAY DR. •
100.00'
11
v
S 893235'E 100.00'
•
12 14.64'
N 89°4457" W 85.00' o
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124.00' N
372.30' o
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23.78'
L2
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7.95'
L3
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2 p, a� 52.69' 1L _ 50.00' _ _ -
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- 40.00_
_
_ 40_00'
i
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40.00'
_
_ 40.00'
40.00'
4.22'
18.43'
L8
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2.82'
L9
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14.17'
2.78'
N45°21'14"E
2
LII
S 443846" E
7.06'
L12
I S44°3846"E
14.12'
L13
S45°21'14"W
14.17'
L14
S45°21'14"W
7.08'
L15
N 44°3846" W
21.17'
L16
S 00°2725" W
11.85'
L17
Lu
L18
N 30°0246" W
10.37'
t2
N 30°5925" E
10.37'
L20
S 59°1743" W
18.85'
BLOCK 6
S 14°1743"W
17.81'
L22
S 75°42'17" E
18.86'
L23
N
M
L24
N59°17'43"E
22.21'
L25
S 75°42'17" E
15.14'
L26
S 14°1743"W
18.86'
L27
IN 30°42'17" W 8.21'
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3587'
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40.14'
40.14'
40.00'
LINE BEARING
DISTANCE
L 1
S 41 °2842" E
23.78'
L2
S 45°3238" W
7.95'
L3
S 41 °4937" W 23.55'
L4
N 44°4457" W
14.14'
L5
N 44°3846" W
7.06'
L6
N 44°3846" W
14.12'
L7
N45°21'14"E
18.43'
L8
N45°21'14"E
2.82'
L9
N45°21'14"E
14.17'
L10
N45°21'14"E
7.08'
LII
S 443846" E
7.06'
L12
I S44°3846"E
14.12'
L13
S45°21'14"W
14.17'
L14
S45°21'14"W
7.08'
L15
N 44°3846" W
21.17'
L16
S 00°2725" W
11.85'
L17
N 89°4457" W 6.88'
L18
N 30°0246" W
10.37'
L19
N 30°5925" E
10.37'
L20
S 59°1743" W
18.85'
L21
S 14°1743"W
17.81'
L22
S 75°42'17" E
18.86'
L23
N 30°42'17" W
22.97'
L24
N59°17'43"E
22.21'
L25
S 75°42'17" E
15.14'
L26
S 14°1743"W
18.86'
L27
IN 30°42'17" W 8.21'
vc w `------- 9
---_ 11615' N8N8� 32'3
FND. 5/8" NO CAP N 86'0913 v w °FND. 5/8" NO CAP
PLACED PLS 14221 CAP 153.77'
PLACED PLS 14221 CAP
BOOK ,PAGE
3 LOT NUMBER
LEGEND
SUBDIVISION BOUNDARY
- -
SUBDIVISION LOT LINE
--- ---
SECTIONAL LINE
-----------
NEW EASEMENTS
EXISTING EASEMENTS
CENTERLINE
-
RIGHT OF WAY
ZERO LOT LINE NO EASEMENT
FOUND BRASS CAP MONUMENT
O
FOUND 5/8" REBAR AS NOTED
O
FOUND 1/2" REBAR AS NOTED
O
SET 518" REBAR/CAP
SET 112" REBAR/CAP
D
CALCULATED POINT
RECORD INFORMATION
3 LOT NUMBER
SCALE
60 0 30 60 120
( FEET )
1 INCH = 60 FT
VERADO SUBDIVISION NO. 1
482
/ • S>>4>30"�c
/ • � S 84°24
_ X39.44'109 21' �.LS>>°38'
N 83°00'30" E - �"_ = S 16 j5
co
20 FINCH LATERAL FND.518"NO CAP T ��
i PLACED PLS 14221 CAP
/ S»4130„E N 86°15'15" W
1 36.01' S 84 24'18"E 133.83'
31.89' o
/ I 6727'25 .96'
6727' N 83°00'30" E M
67,27' 49.31' `
19.26' LTJ
Qs BLOCK 4 I Q
CURVE DATA o I `S
CURVE ARC LENGTH
DELTAANGLE RADIUS
CHORD BEARING
CHORD LENGTH
Cl
31.56'
8°13'08"
220.00'
S73°3144"E
31.53'
C2
38.19'
43°4532"
50.00'
S 68°22'17" W
37.27'
C3
38.64'
29°54'50"
74.00'
S 75°17'38" W
38.20'
C4
35.55'
78'20'29"
26.00'
S 51'04'48" W
32.84'
C5
9.69'
5°33'09"
100.00'
N80°29'20"E
9.69'
C6
22.24
12°4443"
100.00'
S84°05'08"W
22.20'
C7
18.71'
10°43'14"
100.00'
S 83°0473" W
18.68'
C8
3.53'
2°0179"
100.00'
S 89°2645" W
3.53'
C9
15.48'
4420'03"
20.00'
S21°42'14"E
15.09'
C10
10.67'
11'45'18"
52.00'
N 37°5936" W
10.65'
C11
64.04'
70°3332"
52.00'
N 03°09'49" E
60.07'
C12
6.70'
7°2249"
52.00'
N42°08'00"E
6.69'
C13
20.15'
22°1223"
52.00'
N56°5536"E
20.03'
C14
40.72'
44°52'02"
52.00'
S89°32'12"E
39.69'
C15
20.15'
22°1222"
52.00'
S56°00'00"E
20.03'
C16
6.70'
7°2249"
52.00'
S 41 °1225" E
6.69'
C17
68.94'
75°5735"
52.00'
S 00°2747" W
64.00'
C18
5.77'
6°21'15"
52.00'
S 41 °37'12" W
5.76'
C19
15.48'
44°20'03"
20.00'
N22°3749"E
15.09'
C20
12.12'
5°3327"
125.00'
N 80°2929" E
12.12'
C21
7.27'
5°33'09"
75.00'
N80°29'20"E
7.27'
C22
27.81'
12°4443"
125.00'
S84°05'08"W
27.75'
C23
9.76'
55°56'20"
10.00'
S 62°1237" W
9.38'
C24
336.35'
291'59
66.00'
S 00°15'03" W
73.82'
C25
73
9.'
S5 °44'39"
10.00'
S 61 °37'43"E
9.35'
C26
1243.84
268°40'05"
52.00'
1 S89°32'13"E
74.39'
LINE TABLE
LINE BEARING
DISTANCE
L 1
S 41 °2842" E
23.78'
L2
S 45°3238" W
7.95'
L3
S 41 °4937" W 23.55'
L4
N 44°4457" W
14.14'
L5
N44°38'46"W
7.06'
L6
N44°38'46"W
14.12'
L7
N45°21'14"E
18.43'
L8
N45°21'14"E
2.82'
L9
N45°21'14"E
14.17'
L10
N45°21'14"E
7.08'
L 11
S 44 °3846" E
7.06'
L12
S 443846" E
14.12'
L13
S45°21'14"W
14.17'
L14
S45°21'14"W
7.08'
L15
N44°3846"W 21.17'
L16
S 00°2725" W
11.85'
L17
N 89°4457" W 6.88'
L18
N 30°02'46" W
10.37'
L19
N 30°5925" E
10.37'
L20
S 59°1743" W
18.85'
L21
S 14°1743"W
17.81'
L22
S75°42'17"E
18.86'
L23
N 30°42'17" W 22.97'
L24
N59°17'43"E
22.21'
L25
S75°42'17"E
15.14'
L26
S 14°1743"W
18.86'
L27
N30°42'17"W 8.21'
25
LEGEND
24
SUBDIVISION BOUNDARY
23
--- ---
--- SECTIONAL LINE
22
NEW EASEMENTS
21
EXISTING EASEMENTS
- - -
- - CENTERLINE
RIGHT OF WAY
FOUND BRASS CAP MONUMENT
O
FOUND 518" REBAR AS NOTED
O
FOUND 112" REBAR AS NOTED
SET 518" REBAR/CAP
SET 112" REBAR/CAP
O
O
Lo
RECORD INFORMATION
m
O
LOT NUMBER
N
O
N
O
o
c
o
10.32'
C22
29.35'
67.00'
68.06'
PLS 4347
68-69,
S
89°32'31"E
164.41'
o
1
106.78'
33.03' C21 27.76'
7742'46"
° E
C6
•
N -
89°32'31" W
-164.39'
vi
PLS 4431
oN 83°15'55 E
N
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106.78' •
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C7
C8
E. KAMAY DR.
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121.45'
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136.45'
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N 89°32'13" W
136.58'
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136.46'
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136.56'
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N 89°32'13" W 127.05' e I coo
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142.90'
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N PER INST. NO. N
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13
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PLS 4431
--- D ---
• 6720' _
2017-035136
12
N N
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N 89'44'07" W
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1 N 89°32'13" W 126.99'
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- - - - 19.59'
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6720' _67.20' _ 62.
331.23'
4.74'
N 89032'13" W
FND. 518" NO CAP
PLACED PLS 14221 CAP
8.12'
S 0°28'00" W
NOTES
BOOK ,PAGE
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND DRAINAGE IS HERBY RESERVED ALONG THE FOLLOWING: TEN (10) FOOT WIDE ALONG SUBDIVISION BOUNDARY
-TEN(10) FOOT WIDE ALONG PUBLIC RIGHT OF WAY
-THREE (3) FOOT WIDE SIDE YARD EXCEPT FOR 0' FOOT WIDE SIDE YARD LOTS AS NOTED
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HERBY RESERVED ALONG THE FOLLOWING:
-TEN (10) FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES AS NOTED
-THREE (3) FOOT WIDE SIDE YARD AS NOTED
2. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE
PERMIT
3. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SETA MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION.
4. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE -SUBDIVISION
5. IRRIGATION WATER WILL BE PROVIDED BY NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED
TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA & MERIDIAN IRRIGATION DISTRICT.
6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BYAN
IRRIGATION/DRAINAGE ENTITY.
7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL
BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE
THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE
RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF"
8. COVENANTS, CONDITIONS AND RESTRICTION FOR THIS SUBDIVISION SHALL BE RECORDED AT THE ADA COUNTY RECORDERS OFFICE AS INST. NO.
9. DIRECT LOT ACCESS TOE. USTICK ROAD IS PROHIBITED UNLESS SPECIFICALL YALL OWED BYADA COUNTY HIGHWAY DISTRICT AND CITY OF MERIDIAN.
10. LOT 1, BLOCK 1, LOT 1, BLOCK2, LOTS 1 AND 14, BLOCK3, LOTS 1, 17AND20, BLOCK4, LOTS 1 AND 12, BLOCK5, LOT 1 AND 2, BLOCK6, AND LOTS 7, 8, 14 AND 15, BLOCK 7, ARE COMMON
LOTS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A
BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE.
11. LOTS 9 AND 10 BLOCK 7, WILL TAKE ACCESS FROM LOT 8, BLOCK 7. LOTS 12 AND 13. BLOCK 7, WILL TAKE ACCESS FROM LOT 14, BLOCK 7, CONTAIN COMMON DRIVEWAYS FOR THE PURPOSE OF
INGRESS/EGRESS. ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11 -6C -3D, AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING
75,000 LBS. COMMON DRIVEWAYS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
12. LOTS 1, 2, 3, 10,13,14,16 AND 17, BLOCK 3, AND LOTS 1, 2, 3, 13,14,16,17,18 AND 19, BLOCK 4, AND LOTS 3, 4, 5, 6, 7AND 8, BLOCK 6, AND LOTS 17, 18, 19 AND 20, BLOCK 7, ARE SERVIENT TO AND
CONTAIN AN ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER
10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT'). THE MASTER
EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE
OF THE STORM WATER DRAINAGE SYSTEM.
13. THIS DEVELOPMENT IS SUBJECT TO AN ACHD LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 2017-034644
14, THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO, 2016-119079.
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LEGEND
-- --
SUBDIVISION BOUNDARY
SUBDIVISION LOT LINE
--- ---
--- SECTIONAL LINE
-------------------
NEW EASEMENTS
EXISTING EASEMENTS
- - -
- - CENTERLINE
RIGHT OF WAY
FOUND BRASS CAP MONUMENT
O
FOUND 518" REBAR AS NOTED
O
FOUND 112" REBAR AS NOTED
SET 518" REBAR/CAP
SET 112" REBAR/CAP
O
CALCULATED POINT
RECORD INFORMATION
3
LOT NUMBER
BOOK ,PAGE
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND DRAINAGE IS HERBY RESERVED ALONG THE FOLLOWING: TEN (10) FOOT WIDE ALONG SUBDIVISION BOUNDARY
-TEN(10) FOOT WIDE ALONG PUBLIC RIGHT OF WAY
-THREE (3) FOOT WIDE SIDE YARD EXCEPT FOR 0' FOOT WIDE SIDE YARD LOTS AS NOTED
A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HERBY RESERVED ALONG THE FOLLOWING:
-TEN (10) FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES AS NOTED
-THREE (3) FOOT WIDE SIDE YARD AS NOTED
2. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE
PERMIT
3. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SETA MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION.
4. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE -SUBDIVISION
5. IRRIGATION WATER WILL BE PROVIDED BY NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED
TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA & MERIDIAN IRRIGATION DISTRICT.
6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BYAN
IRRIGATION/DRAINAGE ENTITY.
7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL
BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE
THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE
RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF"
8. COVENANTS, CONDITIONS AND RESTRICTION FOR THIS SUBDIVISION SHALL BE RECORDED AT THE ADA COUNTY RECORDERS OFFICE AS INST. NO.
9. DIRECT LOT ACCESS TOE. USTICK ROAD IS PROHIBITED UNLESS SPECIFICALL YALL OWED BYADA COUNTY HIGHWAY DISTRICT AND CITY OF MERIDIAN.
10. LOT 1, BLOCK 1, LOT 1, BLOCK2, LOTS 1 AND 14, BLOCK3, LOTS 1, 17AND20, BLOCK4, LOTS 1 AND 12, BLOCK5, LOT 1 AND 2, BLOCK6, AND LOTS 7, 8, 14 AND 15, BLOCK 7, ARE COMMON
LOTS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A
BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE.
11. LOTS 9 AND 10 BLOCK 7, WILL TAKE ACCESS FROM LOT 8, BLOCK 7. LOTS 12 AND 13. BLOCK 7, WILL TAKE ACCESS FROM LOT 14, BLOCK 7, CONTAIN COMMON DRIVEWAYS FOR THE PURPOSE OF
INGRESS/EGRESS. ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11 -6C -3D, AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING
75,000 LBS. COMMON DRIVEWAYS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
12. LOTS 1, 2, 3, 10,13,14,16 AND 17, BLOCK 3, AND LOTS 1, 2, 3, 13,14,16,17,18 AND 19, BLOCK 4, AND LOTS 3, 4, 5, 6, 7AND 8, BLOCK 6, AND LOTS 17, 18, 19 AND 20, BLOCK 7, ARE SERVIENT TO AND
CONTAIN AN ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER
10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT'). THE MASTER
EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE
OF THE STORM WATER DRAINAGE SYSTEM.
13. THIS DEVELOPMENT IS SUBJECT TO AN ACHD LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 2017-034644
14, THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO, 2016-119079.
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