HomeMy WebLinkAboutAZ Exhibit Legal Description
Dayspring Subdivision — Overall Annexation
A parcel located in the E 1/2 of the W '/2 and the W '/2 of the E '/ of Section 4, Township 3 North,
Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows:
Commencing at a 5/8 inch diameter iron pin marking the northwest corner of said Section 4, from
which an Aluminum Cap monument marking the northeast corner of the NW Y4 (N '/4 Corner) of
said Section 4 bears S 89°19'04" E a distance of 2638.34 feet;
Thence along the northerly boundary of said NW % S 89019'04" E a distance of 1319.17 feet to
an Aluminum Cap monument marking the northwest corner of the NE '/4 of said NW %4 (W 1/16
Corner), the POINT OF BEGINNING;
Thence continuing S 89°19'04" E along the northerly boundary of said NE Y4 of the NW % a
distance of 1034.22 feet to a 5/8 inch diameter iron pin;
Thence leaving said boundary S 0°56'45" W a distance of 229.40 feet to a 5/8 inch diameter iron
pin;
Thence S 31°37'51" W a distance of 39.58 feet to a 5/8 inch iron pin;
Thence S 0°57'37" W a distance of 1041.35 feet to a 5/8 inch diameter iron pin;
Thence S 88°36'04" E a distance of 833.19 feet to a '/2 inch iron pin on the centerline of the Sky
Pilot Drain;
Thence along said centerline S 34009'55" E a distance of 73.80 feet to a 5/8 inch diameter iron
pin marking the northeasterly corner of Tricia's Crossing Subdivision, as shown in Book 90 of
Plats on Pages 10615 through 10617, records of Ada County, Idaho;
Thence along the northerly boundary of said Tricia's Crossing Subdivision N 89025'11" W a
distance of 3.11 feet to a 5/8 inch diameter iron pin marking the northwest corner of said Tricia's
Crossing Subdivision;
Thence along the westerly boundary of said subdivision S 0°11'53" W a distance of 1324.13 feet
to a 5/8 inch diameter iron pin marking the southwest corner of said Tricia's Crossing Subdivision;
Thence along the southerly boundary of said Tricia's Crossing Subdivision S 89°22'15" E a
distance of 746.73 feet to a 5/8 inch diameter iron pin marking the northeast corner of the NW %
of the SE % (CE 1/16 Corner) of said Section 4, also being the northwest corner of Turnberry
Subdivision No. 2 as shown in Book 81 of Plats on Pages 8835 through 8836, records of Ada
County, Idaho;
Thence along the easterly boundary of said NW % of the SE '/4, the westerly boundary of said
Turnberry Subdivision No. 2, and partially along the westerly boundary of Burlingame Subdivision
No. 2 as shown in Book 120 of Plats on Pages 18766 through 18768, records of Ada County,
Idaho, S 0°41'34" W a distance of 1304.19 feet to a 5/8 inch diameter iron pin;
Wi�oftit op Dayspring Subd Overall Annexation
�J�'tanC Sunveying and Consulting Job No.21-26
Page 1 of 2
Thence leaving said boundary N 88022'35" W a distance of 1323.49 feet, previously having been
identified as the southerly boundary of said NW%4 of the SE %a, to a '/2 inch diameter iron pin;
Thence along the westerly boundary of said NW%4 of the SE '/4 N 0°44'38" E a distance of 14.01
feet to a 5/8 inch diameter iron pin;
Thence leaving said boundary S 89°47'21" W a distance of 445.78 feet to a 'h inch diameter iron
pin;
Thence N 0°53'47" E a distance of 1273.76 feet to a '/ inch diameter iron pin on the southerly
boundary of the SE %of the NW'/4 of said Section 4;
Thence along said southerly boundary of the SE % of the NW '/4 N 89022'15" W a distance of
880.06 feet to a 5/8 inch diameter iron pin marking the southwest corner of said SE %4 of the NW
%4 (CW 1/16 Corner);
Thence along the westerly boundary of the E '/2 of the NW 1/4 of said Section 4 N 0°49'28" E a
distance of 2701.52 feet to the POINT OF BEGINNING.
This parcel contains 143.09 acres more or less.
Clinton W. Hansen, PLS NPR LA ND
Land Solutions, PC �o s
February 20, 2025 CO CO \S T FR pL
11118
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Lzi"d owtions Dayspring Subd Overall Annexation
Land Surveying and Consulting Job No.21-26
Page 2 of 2
DAYSPRING SUBDIVISION - OVERALL ANNEXATION EXHIBIT
BASIS 01 BEARING E 1/16
32 33 W 1/16 S89'19'04"E 2638.34' 33 1/4 W. Us-ncK RD. 33 34
_ S89'18'45'E S89'18'45"E T+M
5 4 1319.17' 285.05' 4 1319.27— 1319.22' T'
I POINT OF 034.22 229.40' 4 C 3
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A 231 E.5TH ST.
�N W Nr MERIDIAN,ID 83642
(208)288-2040 (208)288-2557 fax
www.landsolutions.biz JOB NO. 21-26
Legal Description
Proposed TN-R Zone
Dayspring Subdivision
Parcels located in the NW %4 of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada
County, Idaho, being more particularly described as follows:
PARCEL 1
Commencing at a 5/8 inch diameter iron pin marking the northwest corner of said Section 4, from which
an Aluminum Cap monument marking the northeast corner of said NW '/4 (N % Corner) bears S
89019'04" E a distance of 2638.34 feet;
Thence along the northerly boundary of said NW 1/4 S 89019'04" E a distance of 1319.17 feet to an
Aluminum Cap monument marking the northwest corner of the NE %4 of said NW'/4 (W 1/16 Corner);
Thence along the westerly boundary of the E '/2 of the NW'/4 of said Section 4 S 0049'28" W a distance
of 327.10 feet to the POINT OF BEGINNING;
Thence leaving said westerly boundary S 89006"3" E a distance of 265.93 feet to a point;
Thence S 0053'47" W a distance of 115.00 feet to a point;
Thence S 89'06'13" E a distance of 292.99 feet to a point;
Thence N 0°53'47" E a distance of 115.00 feet to a point;
Thence S 89'06'13" E a distance of 318.50 feet to a point;
Thence N 0°53'47" E a distance of 330.38 feet to a point on the northerly boundary of said NW'/4;
Thence along said northerly boundary S 89°19'04" E a distance of 156.38 feet to a point;
Thence leaving said northerly boundary S 0°56'45" W a distance of 229.40 feet to a point;
Thence S 31°37'51" W a distance of 39.58 feet to a point;
Thence S 0057'37" W a distance of 1041.35 feet to a point;
Thence N 89°28'03" W a distance of 109.80 feet to a point;
Thence N 89'06'13" W a distance of 135.00 feet to a point;
Thence N 86002'17" W a distance of 18.70 feet to a point;
Thence N 89'06'13" W a distance of 340.50 feet to a point;
Thence N 0053'47" E a distance of 273.50 feet to a point;
Thence N 89'06'13" W a distance of 407.37 feet to a point on the westerly boundary of the E '/z of the
NW %4 of said Section 4;
LzindS lutions Dayspring Subdivision—TN R Zone
Job No.21-26
�/'.l.anE Surveying and Consulting Page 1 of 2
Thence along said westerly boundary N 0°49'28" E a distance of 700.00 feet to the POINT OF
BEGINNING.
Said Parcel 1 contains 20.44 acres more or less.
PARCEL 2
Commencing at a 5/8 inch diameter iron pin marking the northwest corner of said Section 4, from
which an Aluminum Cap monument marking the northeast corner of said NW %4 (N % Corner) bears S
89019'04" E a distance of 2638.34 feet;
Thence along the northerly boundary of said NW '/4 S 89019'04" E a distance of 1319.17 feet to an
Aluminum Cap monument marking the northwest corner of the NE % of said NW % (W 1/16 Corner);
Thence along the westerly boundary of said E '/2 of the NW '/4 S 0°49'28" W a distance of 1777.47 feet
to a point;
Thence leaving said boundary S 89°10'32" E a distance of 286.93 feet to the POINT OF BEGINNING;
Thence S 89'06'13" E a distance of 219.04 feet to a point of curvature;
Thence a distance of 196.35 feet along the arc of a 250.00 foot radius curve left, said curve having a
central angle of 45°00'00" and a long chord bearing N 68023'47" E a distance of 191.34 feet to a point
of tangency;
Thence N 45053'47" E a distance of 66.16 feet to a point;
Thence S 44006'13" E a distance of 204.56 feet to a point of curvature;
Thence a distance of 235.62 feet along the arc of a 300.00 foot radius curve right, said curve having a
central angle of 45°00'00" and a long chord bearing S 21036'13" E a distance of 229.61 feet to a point
of tangency;
Thence S 0053'47" W a distance of 65.23 feet to a point;
Thence N 89006'13" W a distance of 675.11 feet to a point;
Thence N 0053'47" E a distance of 302.00 feet to the POINT OF BEGINNING.
Said Parcel 2 contains 4.85 acres, more or less.
Clinton W. Hansen, PLS \o ,NL LA/Vo
Land Solutions, PC Cb ASTER 19
Gp
November 25, 2024 /�/ OA
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Dayspring Subdivision—TN-R Zone
k__� Land Surveying and Consulting Job No.21-26
Page 2 of 2
TN-R ZONE
PROPOSED DAYSPRING SUBDIVISION
LOCATED IN THE NW 1/4 OF SECTION 4
TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., ADA COUNTY, IDAHO
32 33 BASIS OF BEARING
- 1319.17'- W 1/16 - S89'19'04"E 2638_34' � W. US11CK RD. T.4N.33 1/4
5 4 S89'19'04"E 877.83' L3 - T.3N.
0 3 w o ire 4
POINT OF G S0gD• r- 00
0 M o BEGINNING Dp,�pR�N n M N o
PARCEL 1 Rpp0150
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S89'06'13°E C", 318.50'
Z 265.93' 17J 292.99' -
S89'06'13"E
LINE TABLE o
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LINE LENGTH BEARING oo Ln
L1 115.00' SO'53'47"W o
w
L2 115.00' NO'53'47"E 0
20.44 ACRES +/-
L3 156.38' S89'19'04"E r-
0
L4 39.58' S31'37'51"W z
0
1-5 109.80' N89'28'03"W 407.37 c/)
L6 135.00' N89'06'13"W N89'06'13"W w
L7 18.70' N86'02'17"W r- CD
1�
L8 66.16' N45'53'47"E uD CN
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L9 204.56' S44'06'13"E z 340.50'
L10 65.23' SO'53'47"W N89'06'13"W L7 L6 L5
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N89'06'13"W 675.11
CURVE TABLE
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CURVE LENGTH RADIUS DELTA BEARING CHORD ELa:n C1 196.35' 250.00' 45'00'00" N68'23'47"E 191.34' 4' ?
veying and Consulting
231 E.5TH ST.,STE.A
C2 235.62' 300.00' 45'00'00" S21'36'1YE 229.61' MERIDIAN,ID 83642
(208)288-2040 (208)288-2557 fax
www.landsolutions.biz JOB NO.21-26
Legal Description
Proposed C-N Zone
Dayspring Subdivision
A parcel located in the NE % of the NW% of Section 4, Township 3 North, Range 1 West, Boise
Meridian, Ada County, Idaho, being more particularly described as follows:
Commencing at a 5/8 inch diameter iron pin marking the northwest corner of said Section 4, from
which an Aluminum Cap monument marking the northeast corner of the NW % (N % Corner) of
said Section 4 bears S 89'19'04" E a distance of 2638.34 feet;
Thence along the northerly boundary of said NW %4 S 89°19'04" E a distance of 1319.17 feet to
an Aluminum Cap monument marking the northwest corner of the NE % of said NW %4 (W 1/16
Corner), the POINT OF BEGINNING;
Thence continuing S 89019'04" E along the northerly boundary of said NE 1/4 of the NW '/4 a
distance of 877.83 feet to a point;
Thence leaving said boundary S 0°53'47" W a distance of 330.38 feet to a point;
Thence N 89'06'13" W a distance of 318.50 feet to a point;
Thence S 0053'47" W a distance of 115.00 feet to a point;
Thence N 89006'13" W a distance of 292.99 feet to a point;
Thence N 0053'47" E a distance of 115.00 feet to a point;
Thence N 89°06'13" W a distance of 265.93 feet to a point on the westerly boundary of said NE
'/4 of the NW %;
Thence along said boundary N 0049'28" E a distance of 327.10 feet to the POINT OF
BEGINNING.
This parcel contains 7.40 acres, more or less.
Clinton W. Hansen, PLS \o\APL LA No s
Land Solutions, PC 5 S T F G
November 25, 2024
l�ti lF OF
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ilo� Dayspring Subdivision-C-N Zone
Q__/ Land Surveying and Consulting Job No.21
Page 1 off 1 1
C-N ZONE
PROPOSED DAYSPRING SUBDIVISION
LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 4
TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., ADA COUNTY, IDAHO
i
i
i
BASIS OF BEARING
32 33 S89'19'04"E W 1/16 S89'19'04"E 2638.34' W. USTICK RD. 33
_ T.4N. 1/4
5 4 1319.17' S89'19'04"E 877.83' T.3N. 4
dL�j POINT OF
BEGINNING
00
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Z 7.40 ACRES +/ CD
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265.93' _ 318.50'
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N89'06'13"W yin n N89'06'13"W
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292.99' '5%0-
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Land Surveying and Consulting
231 E.5TH ST.,STE.A
MERIDIAN,ID 83642
(208)288-2040 (2 08)288-2557 fax
www.landsolutions.biz JOB NO.21-26
Legal Description
Proposed R-4 Zone
Dayspring Subdivision
A parcel located in the SW'/4 of the NE %and the NW'/4 of the SE '/4 of Section 4, Township 3 North,
Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows:
Commencing at a 5/8 inch diameter iron pin marking the northwest corner of the NW'/4 of the SE '/4
(Center % Corner) of said Section 4, from which a 5/8 inch diameter iron pin marking the southwest
corner of the NW'/4 (W'/4 Corner) of said Section 4 bears N 89022'15" W a distance of 2644.78 feet;
Thence along the northerly boundary of said NW Y4 of the SE '/4 S 89'22'15" E a distance of 380.90
feet to the POINT OF BEGINNING;
Thence leaving said northerly boundary N 0°53'47" E a distance of 183.26 feet to a point;
Thence N 89'06'13" W a distance of 113.39 feet to a point;
Thence N 0°53'47" E a distance of 787.00 feet to a point;
Thence S 89006" 3" E a distance of 148.50 feet to a point;
Thence N 0°53'47" E a distance of 4.00 feet to a point of curvature;
Thence a distance of 84.82 feet along the arc of a 100.00 foot radius curve right, said curve having
a central angle of 48035'59" and a long chord bearing N 25011'46" E a distance of 82.30 feet to a
point of tangency;
Thence N 49029'45" E a distance of 53.48 feet to a point;
Thence S 40030'15" E a distance of 110.76 feet to a point on the westerly boundary of Tricia's
Crossing Subdivision as shown in Book 90 of Plats on Pages 10615 through 10617, records of Ada
County, Idaho;
Thence along said westerly boundary S 0011'53"W a distance of 1000.73 feet to a point marking the
southwest corner of said Tricia's Crossing Subdivision;
Thence along the southerly boundary of said Tricia's Crossing Subdivision S 89'22'15" E a distance
of 746.73 feet to a point marking the northeast corner of said NW '/4 of said SE %4 (CE 1/16 Corner),
said point also being the northwesterly corner of Turnberry Subdivision No. 2 as shown in Book 81
of Plats on Pages 8835 through 8836, records of Ada County, Idaho;
Thence along the easterly boundary of said NW '/4 of the SE %, the westerly boundary of said
Turnberry Subdivision No. 2, and partially along the westerly boundary of Burlingame Subdivision
No. 2 as shown in Book 120 of Plats on Pages 18766 through 18768, records of Ada County, Idaho,
S 0041'34" W a distance of 1304.19 feet to a point;
Thence leaving said boundary N 88°22'35" W a distance of 600.75 feet to a point;
Thence N 0053'47" E a distance of 337.57 feet to a point;
Lamiab utlotis Dayspring Subdivision-R-4 Zone
Job No.21-26
��-'Land Surveying and Consulting Page 1 of 2
Thence N 89'06'13" W a distance of 276.97 feet to a point;
Thence N 44'10'32" W a distance of 470.95 feet to a point;
Thence N 45°49'28" E a distance of 552.20 feet to a point;
Thence N 0°53'47" E a distance of 231.64 feet to a point on the northerly boundary of said NW%of
the SE '/4;
Thence along said northerly boundary N 89°22'15" W a distance of 124.78 feet to the POINT OF
BEGINNING.
This parcel contains 32.64 acres more or less.
Clinton W. Hansen, PLS \o�PL LA No s
Land Solutions, PC \S T ER Gp
November 25, 2024
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��1 W1011 Dayspring Subdivision— o. Zone
Land Surveying and Consulting Job No.21
Page 2 off 2 2
R-4 ZONE
PROPOSED DAYSPRING SUBDIVISION
LOCATED IN THE SW 1/4 OF THE NE 1/4 AND THE NW 1/4 OF THE SE 1/4
SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., ADA COUNTY, IDAHO
32 33 S89'19'04"E 2638.34' T 4N CURVE TABLE
33 1/4
5 4 W. USMK RD. T.M. CURVE LENGTH RADIUS DELTA BEARING CHORD
C1 84.82' 100.00' 48'35'59" N25'11'46"E 82.30'
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`6' TRICIA'S SUBDIVISION NO. 3
BK 85 PGS 9468-9469
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PROPOSED DAYSPRING SUED. CD
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BASIS OF BEARING L J I
5 4 N89'22'15"W 2644.78' C 1/4 380.90' I S89'22'15"E 746,73' CE 1/16
1/4 LINE TABLE S89'22'15"E L10
I POINT OF a;
LINE LENGTH BEARING
I BEGINNING
0 L1 183,21' NO'53'47"E
Ct o L211
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�
L3 148.50' S89'06'1 YE o
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Z L4 4.00' NO'53'47"E g.—
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L5 53.48' N49'29'45"E
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L6 110.76' S40'30'15"E I sty , tq�, m
L7 337.57' 1 NO'53'47"E
L8 276.97' N89'06'13"W I L8 1
L9 231.64' NO'53'47"E I
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L10 124.78' N89'22'15"W
L LA SE 1/16
\ONP T Np G cs 1/1s N88'22'35"W 600.75'
Lan f
utions
114
0' 200' 400' 800, Land Surveying and Consulting
F \ � 231 E.5TH ST.,STE.A
Q/� \A MERIDIAN,ID 83642
�• (208)288-2040 (2 08)288-2557 fax
www.landsolutions.biz JOB N0.21-26
Legal Description
Proposed R-8 Zone
Dayspring Subdivision
A parcel located in the E 'h of the NW Y4, the SW Y4 of the NE '/4, and the NW '/4 of the SE %4 of
Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more
particularly described as follows:
Commencing at a 5/8 inch diameter iron pin marking the southwest corner of the NW '/4 (W '/4
Corner) of said Section 4, from which a 5/8 inch diameter iron pin marking the northwest corner
of said Section 4 bears N 0053'34" E a distance of 2702.76 feet;
Thence along the southerly boundary of said NW'/4 S 89022"5" E a distance of 1322.39 feet to
a point marking the southwest corner of the E '/2 of the NW 1/4 of said Section 4 and the POINT
OF BEGINNING;
Thence along the westerly boundary of said E '/2 of the NW%4 N 0049'28" E a distance of 1674.42
feet to a point;
Thence leaving said westerly boundary S 89'06'13" E a distance of 407.37 feet to a point;
Thence S 0053'47" W a distance of 273.50 feet to a point;
Thence S 89'06'13" E a distance of 340.50 feet to a point;
Thence S 86d02'17" E a distance of 18.70 feet to a point;
Thence S 89006'13" E a distance of 135.00 feet to a point;
Thence S 89028'03" E a distance of 109.80 feet to a point;
Thence S 88036'04" E a distance of 833.19 feet to a point on the centerline of the Sky Pilot Drain;
Thence along said centerline S 34009'55" E a distance of 73.80 feet to the northeasterly corner
of Tricia's Crossing Subdivision, as shown in Book 90 of Plats on Pages 10615 through 10617,
records of Ada County, Idaho;
Thence along the northerly boundary of said Tricia's Crossing Subdivision N 89025'11" W a
distance of 3.11 feet to the northwesterly corner of said Tricia's Crossing Subdivision;
Thence along the westerly boundary of said subdivision S 0011'53" W a distance of 323.40 feet
to a point;
Thence leaving said westerly boundary N 40'30'15" W a distance of 110.76 feet to a point;
Thence S 49029'45" W a distance of 53.48 feet to a point of curvature;
Thence a distance of 84.82 feet along the arc of a 100.00 foot radius curve left, said curve having
a central angle of 48°35'59" and a long chord bearing S 25011'46" W a distance of 82.30 feet to
a point of tangency;
Liii'AJ ,0IU-ti40175 Dayspring Subdivision—R-8 Zone
-Land Surveying and consulting Job No.21-26
Page 1 of 3
Thence S 0053'47" W a distance of 4.00 feet to a point;
Thence N 89006'13" W a distance of 148.50 feet to a point;
Thence S 0°53'47" W a distance of 787.00 feet to a point;
Thence S 89'06'13" E a distance of 113.39 feet to a point;
Thence S 0°53'47" W a distance of 183.26 feet to a point;
Thence S 89'22'15" E a distance of 124.78 feet to a point;
Thence S 0°53'47" W a distance of 231.64 feet to a point;
Thence S 45°49'28" W a distance of 552.20 feet to a point;
Thence S 44'10'32" E a distance of 470.95 feet to a point;
Thence S 89'06'13" E a distance of 276.97 feet to a point;
Thence S 0°53'47" W a distance of 337.57 feet to a point;
Thence N 88°22'35" W a distance of 722.74 feet to a point on the westerly boundary of said NW
'/4 of the SE '/4 of Section 4;
Thence along said westerly boundary N 0044'38" E a distance of 14.01 feet to a point;
Thence leaving said westerly boundary S 89°47'21" W a distance of 445.78 feet to a point;
Thence N 0°53'47" E a distance of 1273.76 feet to a point on the southerly boundary of the SE '/4
of the NW% of said Section 4;
Thence along said southerly boundary N 89'22'15" W a distance of 880.06 feet to the POINT OF
BEGINNING.
AND EXCLUDING THEREFROM:
A parcel located in the SE % of the NW%, and the SW % of the NE % of Section 4, Township 3
North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as
follows..
Commencing at a 5/8 inch diameter iron pin marking the southwest corner of the NW % (W
Corner) of said Section 4, from which a 5/8 inch diameter iron pin marking the northwest corner
of said Section 4 bears N 0°53'34" E a distance of 2702.76 feet;
Thence along the southerly boundary of said NW %4 S 89022'15" E a distance of 1322.39 feet to
a point marking the southwest corner of the E 'h of the NW% of said Section 4;
Thence leaving said southerly boundary N 25°33'29" E a distance of 684.87 feet to the POINT
OF BEGINNING;
Dayspring Subdivision 1- olutio on- o. Zone
�Land Surveying and Consulting Job No.21
Page 2 off 3 3
Thence N 0°53'47" E a distance of 302.00 feet to a point;
Thence S 89'06'13" E a distance of 219.04 feet to a point of curvature;
Thence a distance of 196.35 feet along the arc of a 250.00 foot radius curve left, said curve having
a central angle of 45°00'00" and a long chord bearing N 68023'47" E a distance of 191.34 feet to
a point of tangency;
Thence N 45°53'47" E a distance of 66.16 feet to a point;
Thence S 44'06'13" E a distance of 204.56 feet to a point of curvature;
Thence a distance of 235.62 feet along the arc of a 300.00 foot radius curve right, said curve
having a central angle of 45000'00" and a long chord bearing S 21036'13" E a distance of 229.61
feet to a point of tangency;
Thence S 0°53'47" W a distance of 65.23 feet to a point;
Thence N 89'06'13" W a distance of 675.11 feet to the POINT OF BEGINNING of this Exclusion
Parcel.
Total area of subject parcel comprises 77.76 acres, more or less.
Clinton W. Hansen, PLS \ONp,L LA AIDS
Land Solutions, PC �5 S TER Gp
November 25, 2024 F
11118
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TAN W Dayspring SubdivisiNP
La
• � on— o. Zone
�Land Surveying and Consulting Job No.21
Page 3 off 3 3
R-8 ZONE
32 33W US11CK RD. PROPOSED DAYSPRING SUBDIVISION
5 4
LOCATED IN THE E 1/2 OF THE NW 1/4, THE SW 1/4 OF
S89'06'13"E THE NE 1/4, AND THE NW 1/4 OF THE SE 1/4 OF
407.37' --3:: c' SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 WEST,
�* B.M., ADA COUNTY, IDAHO _
o S89'06'13"E L2 L3 S88'36'04"E 833.19' S34'09'55"E
1 0 340.50' L1 73.80'
J N89'25'11"W
I M
Z 219.04'
c° S89'06'13"E <7 L8 -'
1 W c2
z �; i� o `
w w EXCLUSION AREA
m oo ;n o 0
w N
CD I M z 675.11' co
I o Z N89'06'13"W
POINT OF
BEGINNING 77.76 ACRES +/-
I EXCLUSION
PROPOSED DAYSPRING SUBD.
L9
o ~-
5 4 S89'22'15"E L11
1/4 1322.39' N89'22'15"W 880.06'
POINT OF N
BEGINNING -'
1
LINE TABLE LINE TABLE ONNL L/�/yOs
LINE LENGTH BEARING LINE LENGTH BEARING M •�p3 100 O \ TF SQL
Lt 18.70' 186'02'17"E L10 113,21' 10'53'47"W N ��� hh��' O O
L2 135.00' S89'06'13"E L11 124.78' S89'22'15"E d 1 8 0
L3 109.80' S89'28'03'E L12 231.64' SO'53'47"W N� ZSI2
L4 323.40' SO 71 53 W L13 276.97' S89 0613E w J
L5 110.76' N40'30'15'W L14 337.57' SO'53'47"W s5rz.
os N W. P
O N
L6 53.48' S4929'45"W L15 14.01' NO'44'38"E iI
L7 4.00' SO'53'47"W L16 66.16' N45'53'47"E Z F L13
L8 148.50' N89'06'13"W L17 204.56' S44'06'1YE
L9 113.39' S89'0613E L18 65.23' 1 SO'53'47"W
445.78' =�
CURVE TABLE S89'47'21"W J
CURVE LENGTH RADIUS DELTA BEARING CHORD
C1 84.82' 100.00' 48'35'59" S25'11'46"W 82.30' cs 1/16 N8822'35"W 722.74'
C2 196.35' 250.00' 45'00'00" N68'23'47"E 191.34'
C3 235.62' 300.00' 45'00'00" S21*36'1A 229.61'
lub"90"kns
0' 200' 400' 800' ELan*
urveying and Consulting
231 E.5TH ST.,STE.A
MERIDIAN,ID 83642
(208)288-2040 (2 08)288-2557 fax
www.landsolutions.biz JOB N0.21-26