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Curve Table
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
C1 111.19, 50.00' 127"24'36" S82026'42"E 89.65'
C2 30.77' 25.00' 70031'44" S54°00'16"E 28.87'
C3 25.41' 20.43' 71015'53" N54013'05"E 23.80'
C4 184.71' 233.34' 4502122" N41015'50"E 179.93'
C5 179,99' 1,000.00' 10018'45" N66049'41"E 179.74'
C6 77.34' 200.00' 2200919" S38054'01"E 76.86'
C7 204.63' 300.00' 39004'54" S69'31'07"E 200,69'
C8 69.16' 55.00' 72002'44" N54055'04"E 64.69'
C9 305.36' 850.00' 20035'00" S78045111 303,72'
C10 98.42' 300.00' 18047'49" S79°36 OI 97.98'
Cif 98.42' 300.00' 18047'49" S7903846"E 97.98'
C12 78.02' 150.00' 2904810" S0202348"E 77.15'
C13 129.34' 150.00' 4902412" S0702413"W 125.37'
C14 899.47' 1.000.00' 51032'08" N35054'14"E 869.45'
C15 34.84' 1,000.00' 1059'47" N11008'04"E 34.84'
C16 320.04' 375.00' 48053'57" S85056'02'E 310.42'
C17 14.24' 320,00' 2032'56" S62045'31"E 14.23'
C18 46.42' 320.00' 8018'42" S6801120"E 46.38'
C19 277.47' 230.83' 6805223" S38002'51"E 261.06'
C20 316.45' 200.00' 9003920" S83012'27"E 284.46'
0
C21 389.27' 300.00' 74020'42" S00042'26"E 362.53'
C22 62.73' 150.00' 23057-38" S24029'06"W 62.27'
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January 28, 2020
Project No.: 116165
EXHIBIT"A"
SOUTHRIDGE SUBDIVISION
R-2 REZONE DESCRIPTION
A parcel of land located in the North One Half of Section 23,Township 3 North, Range 1 West, Boise
Meridian, City of Meridian,Ada County, Idaho, being more particularly described as follows:
Commencing at the Center One Quarter Corner of Section 23 of said Township 3 North, Range 1 West,
(from which the North One Quarter Corner of said Section 23 bears North 00°37'29" East, 2637.73 feet
distant), said point being on south boundary line of Parcel "B" as shown on Record of Survey No. 10035
of Ada County Records, and also being THE POINT OF BEGINNING;
Thence on the exterior boundary line of said Parcel "B" for the following eight (8) courses and
distances:
Thence North 89°04' 17" West, a distance of 1832.25 feet on the east-west mid-section line of
said Section 23;
Thence North 22°09' 32" West, a distance of 520.19 feet;
Thence North 25°08' 21" East, a distance of 30.00 feet to a point of curve;
Thence 111.19 feet on the arc of a curve to the right,said curve having a radius of 50.00 feet, a
central angle of 127' 24' 36", a chord bearing of South 82° 26'42" East, and a chord length of
89.65 feet to a point of compound curve;
Thence 30.77 feet on the arc of a curve to the left, said curve having a radius of 25.00 feet, a
central angle of 70° 31'44", a chord bearing of South 54'00' 16" East, and a chord length of
28.87 feet;
Thence South 89° 16' 08" East, a distance of 58.64 feet to a point of curve;
Thence 25.41 feet on the arc of a curve to the left, said curve having a radius of 20.43 feet, a
central angle of 71° 15' 53", a chord bearing of North 54' 13'05" East, and a chord length of
23.80 feet to a point of compound curve;
Thence 184.71 feet on the arc of a curve to the right,said curve having a radius of 233.34 feet, a
central angle of 45° 21' 22", a chord bearing of North 41' 15' 50" East, and a chord length of
179.93 feet;
Thence North 47' 39' 35" West, a distance of 215.39 feet a portion of said line being on the
exterior boundary line of said Parcel "B" of Record of Survey No. 10035,to a point on a curve on
the centerline of West Overland Road;
Thence 179.99 feet on the arc of a curve to the left, said curve having a radius of 1000.00 feet, a
central angle of 10° 18'45", a chord bearing of North 66'49'41" East, and a chord length of
179.74 feet on said West Overland Road centerline;
Thence leaving said centerline, South 27'49' 21" East, a distance of 127.95 feet to a point of
curve;
462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
January 28, 2020
Page 2
Thence 77.34 feet on the arc of a curve to the left, said curve having a radius of 200.00 feet, a
central angle of 22°09' 19", a chord bearing of South 38°54' 01" East, and a chord length of
76.86 feet;
Thence South 49°58'40" East, a distance of 639.24 feet to a point of curve;
Thence 204.63 feet on the arc of a curve to the left, said curve having a radius of 300.00 feet, a
central angle of 39°04' 54", a chord bearing of South 69°31' 07" East, and a chord length of
200.69 feet;
Thence South 89°03' 34" East, a distance of 704.61 feet to a point of curve;
Thence 69.16 feet on the arc of a curve to the left, said curve having a radius of 55.00 feet, a
central angle of 72°02'44", a chord bearing of North 54' 55'04" East, and a chord length of
64.69 feet;
Thence North 18° 53'42" East, a distance of 177.28 feet to a point of curve;
Thence 305.36 feet on the arc of a curve to the left,said curve having a radius of 850.00 feet, a
central angle of 20° 35' 00", a chord bearing of South 78°45' 11" East, and a chord length of
303.72 feet;
Thence South 89°02'41" East, a distance of 252.39 feet to a point of curve;
Thence 98.42 feet on the arc of a curve to the right, said curve having a radius of 300.00 feet, a
central angle of 18°47'49", a chord bearing of South 79' 38'46" East, and a chord length of
97.98 feet to a point of compound curve;
Thence 98.42 feet on the arc of a curve to the left, said curve having a radius of 300.00 feet, a
central angle of 18°47'49", a chord bearing of South 79' 38'46" East, and a chord length of
97.98 feet;
Thence South 89°02'41" East, a distance of 60.88 feet to a point of curve, said point being on
the centerline of the Ridenbaugh Canal;
Thence on the centerline of the Ridenbaugh Canal for the following courses and distances:
Thence 78.02 feet on the arc of a curve to the left, said curve having a radius of 150.00 feet, a
central angle of 29°48' 10", a chord bearing of South 02° 23'48" East, and a chord length of
77.15 feet;
Thence South 17° 17' 53" East, a distance of 110.54 feet to a point of curve;
Thence 129.34 feet on the arc of a curve to the right,said curve having a radius of 150.00 feet, a
central angle of 49° 24' 12", a chord bearing of South 07° 24' 13" West, and a chord length of
125.37 feet;
Thence South 32°06' 19" West, a distance of 21.67 feet to a point on the east-west mid-section
line of said Section 23;
Thence North 89'02' 56" West, a distance of 712.19 feet on said east-west mid-section line to
the POINT OF BEGINNING.
The above described parcel contains 22.25 acres more or less.
PREPARED BY:
The Land Group, Inc.
a '7880
1-28-2020
James R. Washburn �9 �� OF 0P� �
WA
Site Planning• Landscape Architecture•Civil Engineering•Surveying
462 E.Shore Drive,Suite 100• Eagle, Idaho 83616• P 208.939.4041•www.thelandgroupinc.com
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Curve Table
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
C1 111.19, 50.00' 127"24'36" S82026'42"E 89.65'
C2 30.77' 25.00' 70031'44" S54°00'16"E 28.87'
C3 25.41' 20.43' 71015'53" N54013'05"E 23.80'
C4 184.71' 233.34' 4502122" N41015'50"E 179.93'
C5 179,99' 1,000.00' 10018'45" N66049'41"E 179.74'
C6 77.34' 200.00' 2200919" S38054'01"E 76.86'
C7 204.63' 300.00' 39004'54" S69'31'07"E 200,69'
C8 69.16' 55.00' 72002'44" N54055'04"E 64.69'
C9 305.36' 850.00' 20035'00" S78045111 303,72'
C10 98.42' 300.00' 18047'49" S79°36 OI 97.98'
Cif 98.42' 300.00' 18047'49" S7903846"E 97.98'
C12 78.02' 150.00' 2904810" S0202348"E 77.15'
C13 129.34' 150.00' 4902412" S0702413"W 125.37'
C14 899.47' 1.000.00' 51032'08" N35054'14"E 869.45'
C15 34.84' 1,000.00' 1059'47" N11008'04"E 34.84'
C16 320.04' 375.00' 48053'57" S85056'02'E 310.42'
C17 14.24' 320,00' 2032'56" S62045'31"E 14.23'
C18 46.42' 320.00' 8018'42" S6801120"E 46.38'
C19 277.47' 230.83' 6805223" S38002'51"E 261.06'
C20 316.45' 200.00' 9003920" S83012'27"E 284.46'
0
C21 389.27' 300.00' 74020'42" S00042'26"E 362.53'
C22 62.73' 150.00' 23057-38" S24029'06"W 62.27'
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0 A` T H E Page 1 OF 3
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LAN D
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January 24, 2020
Project No.: 116165
EXHIBIT"A"
SOUTHRIDGE SUBDIVISION
R-8 REZONE DESCRIPTION
A parcel of land located in the North One Half of Section 23,Township 3 North, Range 1 West, Boise
Meridian, City of Meridian,Ada County, Idaho, being more particularly described as follows:
Commencing at the Center One Quarter Corner of Section 23 of said Township 3 North, Range 1 West,
(from which the North One Quarter Corner of said Section 23 bears North 00°37'29" East, 2637.73 feet
distant);
Thence North 89'04' 17" West, a distance of 1832.25 feet on the east-west mid-section line of said
Section 23, said line also being on south boundary line of Parcel "B" as shown on Record of Survey No.
10035 of Ada County Records;
Thence leaving the mid-section line and on the exterior boundary line of said Parcel "B"for the following
courses and distances:
Thence North 22°09' 32" West, a distance of 520.19 feet;
Thence North 25°08' 21" East, a distance of 30.00 feet to a point of curve;
Thence 111.19 feet on the arc of a curve to the right,said curve having a radius of 50.00 feet, a central
angle 127° 24' 36", a chord bearing of South 82'26'42" East, and a chord distance of 89.65 feet to a
point of reverse curve;
Thence 30.77 feet on the arc of a curve to the left, said curve having a radius of 25.00 feet, a central
angle of 70°31' 44", a chord bearing of South 54'00' 16" East, and a chord distance of 28.87 feet;
Thence South 89° 16' 08" East, a distance of 58.64 feet to a point of curve;
Thence 25.41 feet on the arc of a curve to the left, said curve having a radius 20.43 feet, a central angle
71° 15' 53", a chord bearing of North 54' 13' 05" East, and a chord distance of 23.80 feet to a point of
reverse curve;
Thence 184.71 feet on the arc of a curve to the right,said curve having a radius of 233.34 feet, a central
angle of 45°21' 22", a chord bearing of North 41° 15' 50" East, and a chord distance of 179.93 feet;
Thence North 47' 39' 35" West, a distance of 215.39 feet to a point on a curve on the centerline of West
Overland Road as same is shown on said Record of Survey No. 10035;
Thence 179.99 feet on the arc of a curve to the left,said curve having a radius of 1000.00 feet, a central
angle of 10° 18'45", a chord bearing of North 66°49'41" East, and a chord length of 179.74 feet on the
centerline of West Overland Road, said point being the POINT OF BEGINNING;
Thence 899.47 feet on the arc of a curve to the left, said curve having a radius of 1000.00 feet, a
central angle of 51° 32' 08", a chord bearing of North 35°54' 14" East, and a chord length of
869.45 feet on centerline of West Overland Road;
Thence North 10'08' 10" East, a distance of 241.46 feet on centerline of West Overland Road to
a point of curve;
462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
January 24, 2020
Page 2
Thence 34.84 feet on the arc of a curve to the right, said curve having a radius of 1000.00 feet, a
central angle of 01° 59'47", a chord bearing of North 11'08'04" East, and a chord length of
34.84 feet;
Thence leaving the centerline of West Overland Road, North 69°37'00" East, a distance of
100.85 feet to a point of curve, said point being on the northerly boundary line of Parcel "B" of
said Record of Survey No. 10035;
Thence on the exterior boundary line of said Parcel "B" for the following courses and distances:
Thence 320.04 feet on the arc of a curve to the right,said curve having a radius of 375.00 feet, a
central angle of 48° 53' 57", a chord bearing of South 85' 56'02" East, and a chord length of
310.42 feet;
Thence South 61° 29' 03" East, a distance of 150.70 feet;
Thence North 00°48' 16" East, a distance of 90.36 feet;
Thence South 61° 29' 03" East, a distance of 118.75 feet to a point of curve;
Thence 14.24 feet on the arc of a curve to the left, said curve having a radius of 320.00 feet, a
central angle of 02° 32' 56", a chord bearing of South 62'45' 31" East, and a chord length of
14.23 feet;
Thence South 64°01' 59" East, a distance of 330.62 feet to a point of curve;
Thence 46.42 feet on the arc of a curve to the left, said curve having a radius of 320.00 feet, a
central angle of 08° 18'42", a chord bearing of South 68' 11' 20" East, and a chord length of
46.38 feet;
Thence South 72° 20'41" East, a distance of 149.65 feet to a point of curve;
Thence 277.47 feet on the arc of a curve to the right,said curve having a radius of 230.83 feet, a
central angle of 68° 52' 23", a chord bearing of South 38'02' 57" East, and a chord length of
261.06 feet;
Thence South 86°31'43" West, a distance of 10.00 feet;
Thence South 03° 28' 17" East, a distance of 188.54 feet;
Thence South 56°31' 59" East, a distance of 159.58 feet to a point of curve;
Thence 316.45 feet on the arc of a curve to the right,said curve having a radius of 200.00 feet, a
central angle of 90° 39' 20", a chord bearing of South 83° 12' 27" East, and a chord length of
284.46 feet;
Thence South 37°52'47" East, a distance of 37.00 feet;
Thence South 52°03' 57" West, a distance of 70.00 feet;
Thence South 37°52'47" East, a distance of 332.24 feet to a point of curve;
Thence 389.27 feet on the arc of a curve to the right,said curve having a radius of 300.00 feet, a
central angle of 74° 20'42", a chord bearing of South 00'42' 26" East, and a chord length of
362.53 feet;
Thence South 36° 27' 55" West, a distance of 34.82 feet to a point of curve;
Thence 62.73 feet on the arc of a curve to the left, said curve having a radius of 150.00 feet, a
central angle of 23' 57' 38", a chord bearing of South 24' 29' 06" West, and a chord length of
62.27 feet;
Thence leaving said exterior boundary line, North 89'02'41" West, a distance of 60.88 feet to a
point of curve;
Thence 98.42 feet on the arc of a curve to the right, said curve having a radius of 300.00 feet, a
central angle of 18'47'49", a chord bearing of North 79' 38'46" West, and a chord length of
97.98 feet to a point of reverse curve;
Site Planning• Landscape Architecture•Civil Engineering•Surveying
462 E.Shore Drive,Suite 100• Eagle, Idaho 83616• P 208.939.4041•www.thelandgroupinc.com
January 24, 2020
Page 3
Thence 98.42 feet on the arc of a curve to the left, said curve having a radius of 300.00 feet, a
central angle of 18°47'49", a chord bearing of North 79' 38'46" West, and a chord length of
97.98 feet;
Thence North 89'02'41" West, a distance of 252.39 feet to a point of curve;
Thence 305.36 feet on the arc of a curve to the right,said curve having a radius of 850.00 feet, a
central angle of 20° 35' 00", a chord bearing of North 78'45' 11" West, and a chord length of
303.72 feet;
Thence South 18°53'42" West, a distance of 177.28 feet to a point of curve;
Thence 69.16 feet on the arc of a curve to the right,said curve having a radius of 55.00 feet, a
central angle of 72°02'44", a chord bearing of South 54' 55' 04" West, and a chord length of
64.69 feet;
Thence North 89°03' 34" West, a distance of 704.61 feet to a point of curve;
Thence 204.63 feet on the arc of a curve to the right, said curve having a radius of 300.00 feet, a
central angle of 39°04' 54", a chord bearing of North 69' 31'07" West, and a chord length of
200.69 feet;
Thence North 49' 58'40" West, a distance of 639.24 feet to a point of curve;
Thence 77.34 feet on the arc of a curve to the right, said curve having a radius of 200.00 feet, a
central angle of 22°09' 19", a chord bearing of North 38' 54'01" West, and a chord length of
76.86 feet;
Thence North 27'49' 21" West, a distance of 127.95 feet to the POINT OF BEGINNING.
The above described contains 63.02 acres more or less.
PREPARED BY:
The Land Group, Inc. p,L LAN
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1-24-2020
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James R. Washburn OF0
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Site Planning• Landscape Architecture•Civil Engineering•Surveying
462 E.Shore Drive,Suite 100• Eagle, Idaho 83616• P 208.939.4041•www.thelandgroupinc.com
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Curve Table
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH
C1 111.19, 50.00' 127"24'36" S82026'42"E 89.65'
C2 30.77' 25.00' 70031'44" S54°00'16"E 28.87'
C3 25.41' 20.43' 71015'53" N54013'05"E 23.80'
C4 184.71' 233.34' 4502122" N41015'50"E 179.93'
C5 179,99' 1,000.00' 10018'45" N66049'41"E 179.74'
C6 77.34' 200.00' 2200919" S38054'01"E 76.86'
C7 204.63' 300.00' 39004'54" S69'31'07"E 200,69'
C8 69.16' 55.00' 72002'44" N54055'04"E 64.69'
C9 305.36' 850.00' 20035'00" S78045111 303,72'
C10 98.42' 300.00' 18047'49" S79°36 OI 97.98'
Cif 98.42' 300.00' 18047'49" S7903846"E 97.98'
C12 78.02' 150.00' 2904810" S0202348"E 77.15'
C13 129.34' 150.00' 4902412" S0702413"W 125.37'
C14 899.47' 1.000.00' 51032'08" N35054'14"E 869.45'
C15 34.84' 1,000.00' 1059'47" N11008'04"E 34.84'
C16 320.04' 375.00' 48053'57" S85056'02'E 310.42'
C17 14.24' 320,00' 2032'56" S62045'31"E 14.23'
C18 46.42' 320.00' 8018'42" S6801120"E 46.38'
C19 277.47' 230.83' 6805223" S38002'51"E 261.06'
C20 316.45' 200.00' 9003920" S83012'27"E 284.46'
0
C21 389.27' 300.00' 74020'42" S00042'26"E 362.53'
C22 62.73' 150.00' 23057-38" S24029'06"W 62.27'
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Curve Table
I
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH /
C31 204.63' 300.00' 039°04'54" S69°31'07"E 200.69'
C33 119.31' 150.00' 045°34'23" S68°09'14"W 116.19'
C35 175.15' 150.00' 066°54'02" N55°36'33"W 165.36'
I 1 �
C38 25.41' 20.43' 071°1553" N54o13'05"E 23.80'
C39 184.71' 233.34' 045°21'22" N4115'50"E 179.93' \
C41 179.99' 1000.00' 010118145" N66°49'41"E 179.74'
200.00' 002'02'19" S28°50'30"E 7.12'
C43 7.12' / / \
C45 195.83' 1749.66' 006°24'46" S47°09'08"E 195.73' /
C47 113.35' 275.00' 023°37'02" S59°28'06"E 112.55'
C49 70.22' 200.00' 020°07'01" S39°55'10"E 69.86' \
C50 276.80' 275.00' 057'40'15" N79°53'16"E 265.26'
C51 340.46' 850.85' 022°55'35" S25°56'34"E 338.19' / n ❑ O ��� �� �n - � I \ /
C52 223.74' 275.00 046°37'00" S38°48'19"E 217.62'
ILJr,U� D ILJI\VI
C53 183.59' 483.98' 021°44'05" S72°58'52"E 182.50' \
C54 69.16' 55.00' 072°02'44" S54°55'04"W 64.69'
C55 87.52' 55.00' 091°10'32" S45°21'10"W 78.58'
C56 111.9T 14.00' 042°59'57" N67°40'52"W 109.36' \ \
C57 389.27' 300.00' 074°20'42" S00°42'26"E 362.53'
C58 62.73' 150.00 023°57'38" S24°29'06"W 62.27'
C59 98.42' 300.00' 018'47'49" N79°38'46"W 97.98' / \ \
N86°33'13"E 101.99' /
C60 98.42' 300.00' 018'47'49" N79°38'46"W 97.98' S25°35'04"E 45.73' \
/ \ 0 _
C61 305.36' 850.00' 020°35'00" N78°45'11"W 303.72'
C62 201.33' 850.00' 013°34'16" N44°11'50"W 200.86' / \ \ d'
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C63 77.62' 80.00' 055°35'25" N79°54'50"E 74.61' / / o C66 .
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C64 31.15' 70.00' 025°30'01" S16°13'18"E 30.90'
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C65 136.24' 1 70.00' 111-3041" S84°4339"E 115.73' / S6 °36 l " I- - -
C66 232.80' 130.00' 102°36'12" S891053"E 202.92' / / \ tv rr236o
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W1/4 SEC. 23
p � / GLL 1V s� l
a 7880 zo
/ �9-11-2020OF 01
p dSR.WA
Project No.: 116165
Date of Issuance: 09111/2020
Project Milestone:
a
Annexation Map
Annexation Map
Lc+E
a c
A HORIZONTAL SCALE: 1" = 80'
Sheet 1 of 1
`� LEGAL DESCRIPTION
0 A` TH E Page 1 OF 2
! r
LAN D
GROUP
September 10, 2020
Project No.: 116165
SOUTHRIDGE SOUTH SUBDIVISION
R-21 AREA 1 REZONE DESCRIPTION
A parcel of land located in the Northwest Quarter of Section 23,Township 3 North, Range 1 West, Boise
Meridian, City of Meridian,Ada County, Idaho, being more particularly described as follows:
Commencing at the Northwest Corner of Section 23 of said Township 3 North, Range 1 West;
Thence South 00°56'19" West, 2629.48 feet on the West line of said Section 23 to the West One Quarter
Corner of said Section 23;
Thence South 89°04' 17" East, a distance of 834.55 feet on the east-west mid-section line of said
Section 23 to the Southwest corner of Parcel "B" as shown on Record of Survey No. 10035 of Ada County
Records;
Thence North 22°09' 32" West, a distance of 520.19 feet on the westerly boundary line of said Parcel B;
Thence leaving the westerly Line of said Parcel B, South 89° 16' 08" East, a distance of 151.97 feet;
Thence North 88' 17' 27" East, a distance of 30.48 feet;
Thence South 21° 20' 10" East, a distance of 1.40 feet to a point on the westerly boundary line of Parcel
B of said Record of Survey No. 10035, said point being the POINT OF BEGINNING;
Thence on the westerly boundary line of Parcel B of said Record of Survey No. 10035 for the
following courses and distances:
Thence South 89° 16' 08" East, a distance of 0.68 feet to a point of curve;
Thence 25.41 feet on the arc of a curve to the left, said curve having a radius of 20.43 feet, a
central angle of 71° 15' 53", a chord bearing of North 54' 13'05" East, and a chord length of
23.80 feet to a point of reverse curve;
Thence 184.71 feet on the arc of a curve to the right, said curve having a radius of 233.34 feet, a
central angle of 45' 21' 22", a chord bearing of North 41' 15' 50" East, and a chord length of
179.93 feet;
Thence North 47' 39' 35" West, a distance of 215.39 feet a portion of said line being on the
exterior boundary line of said Parcel "B" of Record of Survey No. 10035,to a point on a curve on
the centerline of West Overland Road;
Thence 179.99 feet on the arc of a curve to the left,said curve having a radius of 1000.00 feet, a
central angle of 10° 18'45", a chord bearing of North 66'49'41" East, and a chord length of
179.74 feet on said West Overland Road centerline;
Thence leaving said centerline and westerly boundary line of Parcel B, South 27°49' 21" East, a
distance of 127.95 feet to a point of curve;
Thence 7.12 feet on the arc of a curve to the left, said curve having a radius of 200.00 feet, a
central angle of 02°02' 19", a chord bearing of South 28°50' 30" East, and a chord length of 7.12
feet to a point of compound curve;
462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
September 10, 2020
Page 2
Thence 70.22 feet on the arc of a curve to the left, said curve having a radius of 200.00 feet, a
central angle of 20°07' 01", a chord bearing of South 39°55' 10" East, and a chord length of
69.86 feet;
Thence South 49°58'40" East, a distance of 639.24 feet to a point of curve;
Thence 204.63 feet on the arc of a curve to the left,said curve having a radius of 300.00 feet, a
central angle of 39°04' 54", a chord bearing of South 69°31' 07" East, and a chord length of
200.69 feet;
Thence South 89°03' 34" East, a distance of 284.98 feet to a point of curve;
Thence 119.31 feet on the arc of a curve to the right, said curve having a radius of 150.00 feet, a
central angle of 45° 34' 23", a chord bearing of South 68'09' 14" West, and a chord length of
116.19 feet;
Thence North 89°03' 34" West, a distance of 881.37 feet to a point of curve;
Thence 175.15 feet on the arc of a curve to the right, said curve having a radius of 150.00 feet, a
central angle of 66° 54' 02", a chord bearing of North 55° 36' 33" West, and a chord length of
165.36 feet;
Thence North 21' 20' 10" West, a distance of 246.25 feet to the POINT OF BEGINNING.
The above described parcel contains 6.80 acres more or less.
PREPARED BY:
The Land Group, Inc.
L LAN /
rRoS�r
P. 7880 2
9-10-2020
James R. Washburn sR.WA
Site Planning• Landscape Architecture•Civil Engineering•Surveying
462 E.Shore Drive,Suite 100• Eagle, Idaho 83616• P 208.939.4041•www.thelandgroupinc.com
`� LEGAL DESCRIPTION
0 A` TH E Page 1 OF 2
! r
LAN D
GROUP
September 10, 2020
Project No.: 116165
SOUTHRIDGE SOUTH SUBDIVISION
R-21 AREA 2 REZONE DESCRIPTION
A parcel of land located in the Northwest Quarter of Section 23,Township 3 North, Range 1 West, Boise
Meridian, City of Meridian,Ada County, Idaho, being more particularly described as follows:
Commencing at the Northwest Corner of Section 23 of said Township 3 North, Range 1 West;
Thence South 00°56'19" West, 2629.48 feet on the West line of said Section 23 to the West One Quarter
Corner of said Section 23;
Thence South 89°04' 17" East, a distance of 834.55 feet on the east-west mid-section line of said
Section 23 to the Southwest corner of Parcel "B" as shown on Record of Survey No. 10035 of Ada County
Records;
Thence North 22°09' 32" West, a distance of 520.19 feet on the westerly boundary line of said Parcel B;
Thence leaving the westerly Line of said Parcel B, South 89° 16' 08" East, a distance of 151.97 feet;
Thence North 88' 17' 27" East, a distance of 30.48 feet;
Thence South 21° 20' 10" East, a distance of 1.40 feet to a point on the westerly boundary line of Parcel
B of said Record of Survey No. 10035;
Thence on the westerly boundary line of Parcel B of said Record of Survey No. 10035 for the following
courses and distances:
Thence South 89° 16' 08" East, a distance of 0.68 feet to a point of curve;
Thence 25.41 feet on the arc of a curve to the left, said curve having a radius of 20.43 feet, a central
angle of 71° 15' 53", a chord bearing of North 54' 13' 05" East, and a chord length of 23.80 feet to a
point of reverse curve;
Thence 184.71 feet on the arc of a curve to the right,said curve having a radius of 233.34 feet, a central
angle of 45°21' 22", a chord bearing of North 41° 15' 50" East, and a chord length of 179.93 feet;
Thence North 47' 39' 35" West, a distance of 215.39 feet a portion of said line being on the exterior
boundary line of said Parcel "B" of Record of Survey No. 10035, to a point on a curve on the centerline
of West Overland Road;
Thence 179.99 feet on the arc of a curve to the left,said curve having a radius of 1000.00 feet, a central
angle of 10' 18'45", a chord bearing of North 66'49'41" East, and a chord length of 179.74 feet on said
West Overland Road centerline;
Thence leaving said centerline and westerly boundary line of Parcel B, South 27'49' 21" East, a distance
of 127.95 feet to a point of curve;
Thence 7.12 feet on the arc of a curve to the left, said curve having a radius of 200.00 feet, a central
angle of 02'02' 19", a chord bearing of South 28' 50' 30" East, and a chord length of 7.12 feet to a point
of compound curve;
Thence 70.22 feet on the arc of a curve to the left, said curve having a radius of 200.00 feet, a central
angle of 20°07' 01", a chord bearing of South 39° 55' 10" East, and a chord length of 69.86 feet;
Thence South 49°58'40" East, a distance of 639.24 feet to a point of curve;
462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
September 11, 2020
Page 2
Thence 204.63 feet on the arc of a curve to the left, said curve having a radius of 300.00 feet, a central
angle of 39°04' 54", a chord bearing of South 69' 31'07" East, and a chord length of 200.69 feet;
Thence South 89°03' 34" East, a distance of 399.44 feet to the POINT OF BEGINNING;
Thence continuing South 89°03' 34" East, a distance of 305.17 feet to a point of curve;
Thence 69.16 feet on the arc of a curve to the left, said curve having a radius of 55.00 feet, a
central angle of 72°02' 44", a chord bearing of North 54° 55' 04" East, and a chord length of
64.69 feet;
Thence North 18' 53' 42" East, a distance of 27.05 feet;
Thence South 00° 14' 06" East, a distance of 52.66 feet to a point of curve;
Thence 87.52 feet on the arc of a curve to the right, said curve having a radius of 55.00 feet, a
central angle of 91° 10' 32", a chord bearing of South 45'21' 10" West, and a chord length of
78.58 feet;
Thence North 89°03' 34" West, a distance of 204.56 feet to a point of curve;
Thence 111.97 feet on the arc of a curve to the right, said curve having a radius of 149.19 feet, a
central angle of 42' 59' 57", a chord bearing of North 67'40' 52" West, and a chord length of
109.36 feet;
Thence North 46' 10' 53" West, a distance of 7.55 feet to the POINT OF BEGINNING.
The above described parcel contains 0.35 acres more or less.
PREPARED BY:
The Land Group, Inc.
.�py LApr �
a 7880
9-10-2020
OF 0�1
James R. Washburn 'SR,WA
Site Planning• Landscape Architecture•Civil Engineering•Surveying
462 E.Shore Drive,Suite 100• Eagle, Idaho 83616• P 208.939.4041•www.thelandgroupinc.com
`� LEGAL DESCRIPTION
0 A` TH E Page 1 OF 2
! r
LAN D
GROUP
September 10, 2020
Project No.: 116165
SOUTHRIDGE SOUTH SUBDIVISION
R-8 REZONE DESCRIPTION
A parcel of land located in the Northwest Quarter of Section 23,Township 3 North, Range 1 West, Boise
Meridian, City of Meridian,Ada County, Idaho, being more particularly described as follows:
Commencing at the Northwest Corner of Section 23 of said Township 3 North, Range 1 West;
Thence South 00°56'19" West, 2629.48 feet on the West line of said Section 23 to the West One Quarter
Corner of said Section 23;
Thence South 89°04' 17" East, a distance of 834.55 feet on the east-west mid-section line of said
Section 23 to the Southwest corner of Parcel "B" as shown on Record of Survey No. 10035 of Ada County
Records;
Thence North 22°09' 32" West, a distance of 520.19 feet on the westerly boundary line of said Parcel B;
Thence leaving the westerly Line of said Parcel B, South 89° 16' 08" East, a distance of 151.97 feet;
Thence North 88' 17' 27" East, a distance of 30.48 feet;
Thence South 21° 20' 10" East, a distance of 1.40 feet to a point on the westerly boundary line of Parcel
B of said Record of Survey No. 10035;
Thence on the westerly boundary line of Parcel B of said Record of Survey No. 10035 for the following
courses and distances:
Thence South 89° 16' 08" East, a distance of 0.68 feet to a point of curve;
Thence 25.41 feet on the arc of a curve to the left, said curve having a radius of 20.43 feet, a central
angle of 71° 15' 53", a chord bearing of North 54° 13'05" East, and a chord length of 23.80 feet to a
point of reverse curve;
Thence 184.71 feet on the arc of a curve to the right, said curve having a radius of 233.34 feet, a central
angle of 45°21' 22", a chord bearing of North 41° 15' 50" East, and a chord length of 179.93 feet;
Thence North 47' 39' 35" West, a distance of 215.39 feet a portion of said line being on the exterior
boundary line of said Parcel "B" of Record of Survey No. 10035, to a point on a curve on the centerline
of West Overland Road;
Thence 179.99 feet on the arc of a curve to the left,said curve having a radius of 1000.00 feet, a central
angle of 10' 18'45", a chord bearing of North 66'49'41" East, and a chord length of 179.74 feet on said
West Overland Road centerline;
Thence leaving said centerline and westerly boundary line of Parcel B, South 27'49' 21" East, a distance
of 127.95 feet to a point of curve;
Thence 7.12 feet on the arc of a curve to the left, said curve having a radius of 200.00 feet, a central
angle of 02'02' 19", a chord bearing of South 28' 50' 30" East, and a chord length of 7.12 feet to a point
of compound curve;
Thence 70.22 feet on the arc of a curve to the left, said curve having a radius of 200.00 feet, a central
angle of 20°07' 01", a chord bearing of South 39° 55' 10" East, and a chord length of 69.86 feet;
Thence South 49°58'40" East, a distance of 360.48 feet to a point of curve, said point being the POINT
OF BEGINNING;
462 East Shore Drive, Suite 100, Eagle, Idaho 83616 208.939.4041 thelandgroupinc.com
September 11, 2020
Page 2
Thence 276.80 feet on the arc of a curve to the left, said curve having a radius of 275.00 feet, a
central angle of 57°40' 15", a chord bearing of North 79' 53' 16" East, and a chord length of
265.26 feet;
Thence North 51'03' 09" East, a distance of 575.25 feet to a point on a curve;
Thence 201.33 feet on the arc of a curve to the left, said curve having a radius of 850.00 feet, a
central angle of 13° 34' 16", a chord bearing of North 44' 11' 50" West, and a chord length of
200.86 feet;
Thence North 39'01' 02" East, a distance of 75.06 feet;
Thence North 14' 38' 04" East, a distance of 106.48 feet;
Thence North 86' 33' 13" East, a distance of 101.99 feet;
Thence South 25°35' 04" East, a distance of 45.73 feet;
Thence South 39°58' 55" East, a distance of 85.38 feet;
Thence South 67°35' 34" East, a distance of 112.36 feet;
Thence North 20' 11' 27" East, a distance of 103.27 feet;
Thence South 72' 17' 28" East, a distance of 172.81 feet to a point of curve;
Thence 77.62 feet on the arc of a curve to the left, said curve having a radius of 80.00 feet, a
central angle of 55' 35' 25", a chord bearing of North 79' 54' 50" East, and a chord length of
74.61 feet;
Thence South 15'07' 20" East, a distance of 122.50 feet;
Thence North 86' 31' 43" East, a distance of 190.50 feet;
Thence South 03' 28' 17" East, a distance of 3.59 feet to a point of curve;
Thence 31.15 feet on the arc of a curve to the left, said curve having a radius of 70.00 feet, a
central angle of 25' 30' 01", a chord bearing of South 16° 13' 18" East, and a chord length of
30.90 feet to a point of compound curve;
Thence 136.24 feet on the arc of a curve to the left, said curve having a radius of 70.00 feet, a
central angle of 111' 30'41", a chord bearing of South 84°43' 39" East, and a chord length of
115.73 feet;
Thence North 39' 31' 01" East, a distance of 141.01 feet to a point of curve;
Thence 232.80 feet on the arc of a curve to the right, said curve having a radius of 130.00 feet, a
central angle of 102' 36' 12", a chord bearing of South 89° 10' 53" East, and a chord length of
202.92 feet;
Thence South 37'52'47" East, a distance of 369.31 feet to a point of curve;
Thence 389.27 feet on the arc of a curve to the right, said curve having a radius of 300.00 feet, a
central angle of 74' 20' 42", a chord bearing of South 00'42' 26" East, and a chord length of
362.53 feet;
Thence South 36° 27' 55" West, a distance of 34.82 feet to a point of curve;
Thence 62.73 feet on the arc of a curve to the left, said curve having a radius of 150.00 feet, a
central angle of 23° 57' 38", a chord bearing of South 24°29'06" West, and a chord length of
62.27 feet;
Thence North 89'02' 41" West, a distance of 60.88 feet to a point of curve;
Thence 98.42 feet on the arc of a curve to the right, said curve having a radius of 300.00 feet, a
central angle of 18°47' 49", a chord bearing of North 79° 38'46" West, and a chord length of
97.98 feet to a point of reverse curve;
Site Planning• Landscape Architecture•Civil Engineering•Surveying
462 E.Shore Drive,Suite 100• Eagle, Idaho 83616• P 208.939.4041•www.thelandgroupinc.com
September 11, 2020
Page 3
Thence 98.42 feet on the arc of a curve to the left, said curve having a radius of 300.00 feet, a
central angle of 18°47' 49", a chord bearing of North 79' 38'46" West, and a chord length of
97.98 feet;
Thence North 89'02' 41" West, a distance of 252.39 feet to a point of curve;
Thence 305.36 feet on the arc of a curve to the right, said curve having a radius of 850.00 feet, a
central angle of 20° 35' 00", a chord bearing of North 78°45' 11" West, and a chord length of
303.72 feet;
Thence South 18°53'42" West, a distance of 177.29 feet to a point of curve;
Thence 69.16 feet on the arc of a curve to the right, said curve having a radius of 55.00 feet, a
central angle of 72°02' 44", a chord bearing of South 54°55'04" West, and a chord length of
64.69 feet;
Thence North 89'03' 34" West, a distance of 704.61 feet to a point of curve;
Thence 204.63 feet on the arc of a curve to the right, said curve having a radius of 300.00 feet, a
central angle of 39°04' 54", a chord bearing of North 69° 31' 07" West, and a chord length of
200.69 feet;
Thence North 49' 58' 40" West, a distance of 278.76 feet to the POINT OF BEGINNING.
The above described parcel contains 28.89 acres more or less.
PREPARED BY:
The Land Group, Inc. L LAjV
P. 7880 2
kP 9-10-2020
COA
James R. Washburn sR.WA
Site Planning• Landscape Architecture•Civil Engineering•Surveying
462 E.Shore Drive,Suite 100• Eagle, Idaho 83616• P 208.939.4041•www.thelandgroupinc.com