HomeMy WebLinkAboutFinal Plat V11
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4 5 6
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1918
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24 23
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6 7
8 9
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11 12
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2
9
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14
30.14'
25.00'
25.00'
1
2
3
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5
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7
8
9
10
1
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BLOCK 2
S52°56'04"E
110.00'
C61
S56°38'55"E 110.05'
C86
C9
S50°57'14"E
110.00'
C62
C84
S48°58'24"E
110.00'
C63
C83
S46°59'33"E
110.00'
C64
C82
S45°00'43"E
110.00'
C65
C81
S43°01'53"E
110.00'
C66
C80
S41°03'03"E
110.00'
C67
C79
S39°04'13"E
110.00'
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
LENGTH
320.04'
14.24'
25.63'
56.75'
390.80'
179.16'
46.76'
PN 121027 SHEET 5 OF 6
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
KNOW ALL PERSONS BY THESE PRESENTS: THAT THE UNDERSIGNED, IS THE OWNER OF THE REAL PROPERTY HEREAFTER DESCRIBED:
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, (FROM WHICH POINT THE NORTH ONE QUARTER
CORNER OF SAID SECTION 23 BEARS SOUTH 89°14'56” EAST, 2652.36 FEET DISTANT);
THENCE FROM SAID NORTHWEST CORNER OF SECTION 23, SOUTH 60° 02' 48" EAST, A DISTANCE OF 1751.02 FEET TO A POINT ON THE EAST RIGHT OF WAY
LINE OF WEST OVERLAND ROAD AND THE SOUTH LINE OF THE RIDENBAUGH CANAL EASEMENT, SAID POINT BEING THE POINT OF BEGINNING;
THENCE SOUTH 75° 06' 37" EAST, A DISTANCE OF 6.36 FEET ON THE EAST RIGHT OF WAY LINE OF WEST OVERLAND ROAD;
THENCE NORTH 14° 53' 23" EAST, A DISTANCE OF 79.42 FEET ON THE EAST RIGHT OF WAY LINE OF WEST OVERLAND ROAD TO A POINT ON THE CENTERLINE
OF THE RIDENBAUGH CANAL;
THENCE NORTH 69° 37' 00" EAST, A DISTANCE OF 34.90 FEET TO A POINT OF CURVE ON THE CENTERLINE OF THE RIDENBAUGH CANAL;
THENCE 320.04 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 ON THE CENTERLINE OF THE RIDENBAUGH CANAL;
THENCE SOUTH 61° 29' 03" EAST, A DISTANCE OF 150.70 FEET ON THE CENTERLINE OF THE SAID CANAL;
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 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 47.54 FEET;
THENCE SOUTH 25° 58' 01" WEST, A DISTANCE OF 140.00 FEET;
THENCE SOUTH 25° 57' 46" WEST, A DISTANCE OF 110.02 FEET;
THENCE SOUTH 25° 58' 01" WEST, A DISTANCE OF 49.98 FEET;
THENCE SOUTH 64° 01' 59" EAST, A DISTANCE OF 96.78 FEET TO A POINT OF CURVE;
THENCE 25.63 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 73° 25' 14", A CHORD BEARING
OF SOUTH 27° 19' 23" EAST, AND A CHORD LENGTH OF 23.91 FEET TO A POINT OF COMPOUND CURVE;
THENCE 56.75 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1745.00 FEET, A CENTRAL ANGLE OF 01° 51' 48", A CHORD
BEARING OF SOUTH 10° 19' 08" WEST, AND A CHORD LENGTH OF 56.74 FEET;
THENCE NORTH 78° 44' 58" WEST, A DISTANCE OF 110.00 FEET TO A POINT OF CURVE;
THENCE 390.80 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1635.00 FEET, A CENTRAL ANGLE OF 13° 41' 42", A CHORD
BEARING OF SOUTH 18° 05' 53" WEST, AND A CHORD LENGTH OF 389.87 FEET TO A POINT OF COMPOUND CURVE;
THENCE 179.16 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1595.00 FEET, A CENTRAL ANGLE OF 06° 26' 08", A CHORD
BEARING OF SOUTH 28° 09' 48" WEST, AND A CHORD LENGTH OF 179.06 FEET;
THENCE SOUTH 32° 59' 48" WEST, A DISTANCE OF 89.94 FEET TO A POINT OF CURVE;
THENCE 46.76 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1595.00 FEET, A CENTRAL ANGLE OF 01° 40' 47", A CHORD
BEARING OF SOUTH 35° 27' 08" WEST, AND A CHORD LENGTH OF 46.76 FEET;
THENCE NORTH 53° 42' 28" WEST, A DISTANCE OF 110.00 FEET TO A POINT OF CURVE;
THENCE 6.08 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1485.00 FEET, A CENTRAL ANGLE OF 00° 14' 05", A CHORD
BEARING OF SOUTH 36° 24' 34" WEST, AND A CHORD LENGTH OF 6.08 FEET;
THENCE NORTH 53° 28' 24" WEST, A DISTANCE OF 160.00 FEET TO A POINT OF CURVE;
THENCE 463.75 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 1325.00 FEET, A CENTRAL ANGLE OF 20° 03' 13", A CHORD
BEARING OF SOUTH 46° 33' 13" WEST, AND A CHORD LENGTH OF 461.39 FEET;
THENCE SOUTH 40° 01' 20" WEST, A DISTANCE OF 70.38 FEET;
THENCE NORTH 49° 58' 40" WEST, A DISTANCE OF 127.16 FEET TO A POINT OF CURVE;
THENCE 23.64 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 67° 43' 56", A CHORD BEARING
OF NORTH 83° 50' 38" WEST, AND A CHORD LENGTH OF 22.29 FEET;
THENCE NORTH 61° 16' 40" WEST, A DISTANCE OF 60.59 FEET TO A POINT OF CURVE;
THENCE 35.96 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 103° 00' 51", A CHORD BEARING
OF NORTH 12° 26' 06" EAST, AND A CHORD LENGTH OF 31.31 FEET TO A POINT OF COMPOUND CURVE;
THENCE 98.14 ON THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 982.41 FEET, A CENTRAL ANGLE OF 05° 43' 25", A CHORD
BEARING OF NORTH 36° 12' 37" WEST, AND A CHORD LENGTH OF 98.10 FEET;
THENCE NORTH 27° 49' 21" WEST, A DISTANCE OF 18.88 FEET TO A POINT ON A CURVE ON THE EASTERLY RIGHT OF WAY LINE OF WEST OVERLAND ROAD;
THENCE ON THE EASTERLY RIGHT OF WAY LINE OF WEST OVERLAND ROAD FOR THE FOLLOWING BEARINGS AND DISTANCES:
THENCE 298.31 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1050.50 FEET, A CENTRAL ANGLE OF 16° 16' 14", A CHORD
BEARING OF NORTH 55° 38' 01" EAST, AND A CHORD LENGTH OF 297.31 FEET TO A POINT OF COMPOUND CURVE;
THENCE 288.12 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1047.00 FEET, A CENTRAL ANGLE OF 15° 46' 02", A CHORD
BEARING OF NORTH 38° 26' 04" EAST, AND A CHORD LENGTH OF 287.21 FEET TO A POINT OF COMPOUND CURVE;
PN 121027 SHEET 6 OF 6
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
CENTRAL DISTRICT HEALTH
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED ACCORDING TO THE
LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL.
SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF
A CERTIFICATE OF DISAPPROVAL.
Approval of Central District Health
PRESIDENT
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT BOARD OF COMMISSIONERS
ON THE DAY OF , .
Approval of Ada County Highway District
AT MINUTES PAST O'CLOCK .M., ON THIS DAY OF , , IN
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE LAND GROUP, INC.
BOOK OF PLATS AT PAGES THROUGH , INSTRUMENT NO. .
COUNTY OF ADA )
STATE OF IDAHO )
DEPUTY
) SS
EX-OFFICIO RECORDER
County Recorder's Certificate
FEE:
DATE COUNTY TREASURER
Certificate of the County Treasurer
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF
I.C. 50-1308 DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE
PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY
(30) DAYS ONLY.
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT.
CITY ENGINEER
Approval of City Engineer
CITY CLERK, MERIDIAN, IDAHO
Approval of City Council
I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A
REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF , , THIS PLAT WAS DULY
ACCEPTED AND APPROVED.
COUNTY SURVEYOR
Certificate of County Surveyor
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR, IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE
CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
PLS
DATE
Final Plat for
Southridge South Subdivision Phase 1
12-6-2021
12/06/21
FP-2021-0059
THENCE 393.88 ON THE ARC OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1044.50 FEET, A CENTRAL ANGLE OF 21° 36' 21", A CHORD
BEARING OF NORTH 20° 56' 21" EAST, AND A CHORD LENGTH OF 391.55 FEET;
THENCE NORTH 10° 08' 10" EAST, A DISTANCE OF 231.17 FEET TO THE POINT OF BEGINNING.
I, JAMES R. WASHBURN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS
DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND
ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
Certificate of Surveyor
Certificate of Owners
STATE OF IDAHO )
) SS
COUNTY OF ADA )
ON THIS ________ DAY OF ____________________, _________, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE,
PERSONALLY APPEARED COREY D. BARTON, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF CHALLENGER DEVELOPMENT, INC., AN IDAHO
CORPORATION, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE WITHIN INSTRUMENT ON BEHALF OF SAID CORPORATION, AND ACKNOWLEDGED TO
ME THAT SUCH CORPORATION EXECUTED THE SAME.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
NOTARY PUBLIC FOR IDAHO
RESIDING IN _________________
___________________________
MY COMMISSION EXPIRES
Acknowledgment
CHALLENGER DEVELOPMENT, INC., AN IDAHO CORPORATION
BY:
COREY D. BARTON, PRESIDENT
Final Plat for
Southridge South Subdivision Phase 1
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE
TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO
THE PUBLIC. HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH
OTHER USES AS DESIGNATED WITHIN THIS PLAT AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID
EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE
CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS WITHIN THIS SUBDIVISION.
12-6-2021
12/06/21
FP-2021-0059
6.08'
463.75'
23.64'
35.96'
98.14'
228.16'
288.12'
393.88'
394.63'
38.99'
59.78'
59.74'
59.71'
59.66'
59.45'
57.31'
52.74'
52.98'
53.27'
53.58'
53.93'
15.83'
282.33'
200.27'
38.34'
54.07'
53.98'
53.88'
228.16'
32.15'
38.00'
44.03'
42.49'
26.21'
77.34'
29.78'
21.11'
59.98'
59.96'
60.05'
60.16'
59.91'
59.56'
RADIUS
375.00'
320.00'
20.00'
1,745.00'
1,635.00'
1,595.00'
1,595.00'
1,485.00'
1,325.00'
20.00'
20.00'
982.41'
1,050.50'
1,047.00'
1,044.50'
1,068.00'
1,068.00'
1,068.00'
1,068.00'
1,068.00'
1,068.00'
1,068.00'
1,068.00'
1,070.77'
1,070.77'
1,070.77'
1,070.77'
1,070.77'
1,070.77'
1,070.77'
1,074.00'
1,074.00'
1,074.00'
1,074.00'
1,074.00'
1,050.50'
1,050.50'
1,050.50'
488.86'
471.76'
474.64'
200.00'
20.00'
1,165.00'
1,165.00'
1,165.00'
1,165.00'
1,165.00'
1,165.00'
1,165.00'
DELTA
48°53'57"
2°32'56"
73°25'14"
1°51'48"
13°41'42"
6°26'08"
1°40'47"
0°14'05"
20°03'13"
67°43'56"
103°00'51"
5°43'25"
12°26'40"
15°46'02"
21°36'21"
21°10'15"
2°05'29"
3°12'25"
3°12'18"
3°12'11"
3°12'03"
3°11'21"
3°04'28"
2°49'18"
2°50'06"
2°51'01"
2°52'01"
2°53'09"
0°50'50"
15°06'25"
10°41'03"
2°02'44"
2°53'04"
2°52'47"
2°52'28"
12°26'40"
1°45'12"
2°04'22"
5°09'37"
5°09'37"
3°09'51"
22°09'19"
85°18'30"
1°02'18"
2°57'00"
2°56'57"
2°57'13"
2°57'31"
2°56'47"
2°55'46"
CHORD BEARING
S85°56'02"E
S62°45'31"E
S27°19'23"E
S10°19'08"W
S18°05'53"W
S28°09'48"W
S35°27'08"W
S36°24'34"W
S46°33'13"W
N83°50'38"W
N12°26'06"E
N36°12'37"W
N53°43'14"E
N38°26'04"E
N20°56'21"E
N20°43'18"E
N11°10'55"E
N13°49'52"E
N17°02'14"E
N20°14'28"E
N23°26'35"E
N26°38'17"E
N29°46'12"E
N32°37'35"E
N35°27'18"E
N38°17'51"E
N41°09'22"E
N44°01'57"E
N45°53'56"E
S38°46'08"W
S52°49'15"W
N48°30'06"E
N50°58'00"E
N53°50'56"E
N56°43'33"E
N53°43'14"E
N60°49'10"E
N62°43'57"E
N31°00'51"W
N20°48'44"W
N33°57'44"W
S38°54'01"E
N78°11'54"W
S58°37'42"W
S56°38'02"W
S53°41'04"W
S50°43'59"W
S47°46'38"W
S44°49'29"W
S41°53'12"W
CHORD LENGTH
310.42'
14.23'
23.91'
56.74'
389.87'
179.06'
46.76'
6.08'
461.39'
22.29'
31.31'
98.10'
227.71'
287.21'
391.55'
392.39'
38.98'
59.77'
59.73'
59.70'
59.66'
59.44'
57.30'
52.73'
52.98'
53.26'
53.58'
53.92'
15.83'
281.51'
199.98'
38.34'
54.06'
53.97'
53.87'
227.71'
32.15'
38.00'
44.01'
42.47'
26.21'
76.86'
27.10'
21.11'
59.98'
59.96'
60.05'
60.15'
59.90'
59.56'
Curve Table
CURVE
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
C76
C77
C78
C79
C80
C81
C82
C83
C84
C85
C86
C87
C88
C89
C90
C91
C92
C93
C94
C95
C96
C97
C98
C99
C100
LENGTH
59.25'
58.97'
58.73'
20.00'
66.09'
51.65'
167.22'
40.96'
43.49'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
62.62'
578.35'
46.72'
37.64'
39.07'
45.80'
45.80'
45.80'
45.80'
45.80'
45.80'
45.80'
45.80'
45.80'
12.46'
36.67'
42.77'
89.95'
41.00'
46.23'
44.58'
43.50'
44.85'
43.42'
43.42'
43.42'
43.42'
43.42'
43.42'
43.42'
RADIUS
1,165.00'
1,165.00'
1,165.00'
1,165.00'
1,165.00'
1,165.00'
1,190.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,215.00'
1,190.00'
1,190.00'
20.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,325.00'
1,435.00'
1,460.00'
1,485.00'
1,595.00'
1,595.00'
1,595.00'
1,595.00'
1,635.00'
1,635.00'
1,635.00'
1,635.00'
1,635.00'
1,635.00'
1,635.00'
DELTA
2°54'51"
2°54'01"
2°53'17"
0°59'01"
3°15'01"
2°32'24"
8°03'04"
1°55'54"
2°03'02"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
2°57'11"
27°50'47"
2°14'57"
107°49'19"
1°41'22"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
1°58'50"
0°32'20"
1°35'09"
1°42'27"
3°31'48"
1°34'55"
1°39'38"
1°36'04"
1°33'46"
1°36'40"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
CHORD BEARING
S38°57'54"W
S36°03'28"W
S33°09'49"W
N31°13'40"E
S29°06'39"W
S26°12'56"W
N28°58'16"E
N25°54'41"E
N27°54'10"E
N29°55'06"E
N36°04'31"E
N38°03'21"E
N40°02'11"E
N42°01'01"E
N43°59'52"E
N45°58'42"E
N47°57'32"E
N49°56'22"E
N51°55'12"E
N53°54'02"E
N56°22'03"E
N46°55'12"E
N61°58'04"E
N03°55'59"E
S55°44'08"W
S53°54'02"W
S51°55'12"W
S49°56'22"W
S47°57'32"W
S45°58'42"W
S43°59'52"W
S42°01'01"W
S40°02'11"W
S38°03'21"W
S36°47'46"W
S35°44'02"W
S35°40'23"W
N34°45'42"E
N35°30'04"E
S30°33'03"W
S28°55'12"W
S27°20'17"W
S25°45'04"W
S24°11'05"W
S22°39'47"W
S21°08'29"W
S19°37'11"W
S18°05'53"W
S16°34'35"W
S15°03'17"W
CHORD LENGTH
59.25'
58.97'
58.72'
20.00'
66.08'
51.64'
167.08'
40.96'
43.48'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
42.00'
62.62'
572.68'
46.71'
32.32'
39.07'
45.80'
45.80'
45.80'
45.80'
45.80'
45.80'
45.80'
45.80'
45.80'
12.46'
36.67'
42.77'
89.94'
41.00'
46.22'
44.57'
43.50'
44.85'
43.42'
43.42'
43.42'
43.42'
43.42'
43.42'
43.42'
Curve Table
CURVE
C101
C102
C103
C104
C105
C106
C107
C108
C109
C110
C111
C112
C113
C114
C115
C116
C117
C118
C119
C120
C121
C122
C123
C124
C125
C126
C127
C128
C129
C130
C131
C132
C133
C134
C135
C136
C137
C138
C139
C140
C141
C142
C143
C144
C145
C146
C147
C148
C149
C150
LENGTH
43.42'
43.42'
66.10'
40.50'
40.50'
40.50'
40.50'
40.50'
40.50'
40.50'
40.50'
40.50'
423.55'
28.78'
54.83'
54.77'
54.77'
47.22'
47.22'
47.22'
47.22'
34.49'
12.74'
47.27'
47.27'
48.73'
205.16'
41.76'
40.50'
41.50'
40.50'
30.82'
30.82'
32.05'
32.05'
30.69'
30.69'
42.18'
36.69'
32.91'
29.17'
25.50'
25.53'
29.20'
42.34'
48.49'
2.19'
14.05'
48.49'
42.34'
RADIUS
1,635.00'
1,635.00'
1,525.00'
1,525.00'
1,525.00'
1,525.00'
1,525.00'
1,525.00'
1,525.00'
1,525.00'
1,525.00'
1,525.00'
1,500.00'
1,475.00'
1,475.00'
1,475.00'
1,475.00'
1,475.00'
1,475.00'
1,475.00'
1,475.00'
1,475.00'
1,435.00'
1,435.00'
1,435.00'
1,435.00'
1,460.00'
1,485.00'
1,485.00'
1,485.00'
1,485.00'
20.00'
20.00'
20.00'
20.00'
20.00'
20.00'
1,325.00'
1,325.00'
1,325.00'
1,365.00'
1,365.00'
1,365.00'
1,365.00'
1,365.00'
1,365.00'
1,365.00'
1,365.00'
1,365.00'
1,365.00'
DELTA
1°31'18"
1°31'18"
2°29'01"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
1°31'18"
16°10'43"
1°07'04"
2°07'47"
2°07'39"
2°07'39"
1°50'03"
1°50'03"
1°50'03"
1°50'03"
1°20'23"
0°30'31"
1°53'14"
1°53'14"
1°56'45"
8°03'04"
1°36'40"
1°33'46"
1°36'04"
1°33'46"
88°17'12"
88°17'12"
91°48'56"
91°49'21"
87°54'43"
87°54'42"
1°49'26"
1°35'12"
1°25'23"
1°13'28"
1°04'14"
1°04'18"
1°13'32"
1°46'38"
2°02'07"
0°05'32"
0°35'23"
2°02'07"
1°46'38"
CHORD BEARING
S13°31'59"W
S12°00'41"W
N10°00'32"E
N12°00'41"E
N13°31'59"E
N15°03'17"E
N16°34'35"E
N18°05'53"E
N19°37'11"E
N21°08'29"E
N22°39'47"E
N24°11'05"E
N16°51'23"E
S09°19'34"W
S10°56'59"W
S13°04'42"W
S15°12'21"W
S17°11'12"W
S19°01'15"W
S20°51'17"W
S22°41'20"W
S24°16'33"W
S25°12'00"W
S26°23'52"W
S28°17'06"W
S30°12'05"W
N28°58'16"E
N25°45'04"E
N27°20'17"E
N28°55'12"E
N30°30'07"E
N12°51'36"W
N78°51'13"E
S11°05'44"E
S77°05'08"W
N13°02'50"W
N79°02'27"E
S30°08'26"W
S28°08'05"W
S26°09'57"W
S24°13'05"W
N22°18'25"E
N19°24'07"E
S17°29'27"W
N15°22'52"E
S13°07'28"W
S12°03'39"W
S11°43'11"W
S13°07'28"W
S15°22'52"W
CHORD LENGTH
43.42'
43.42'
66.10'
40.50'
40.50'
40.50'
40.50'
40.50'
40.50'
40.50'
40.50'
40.50'
422.15'
28.78'
54.82'
54.77'
54.77'
47.21'
47.21'
47.21'
47.21'
34.49'
12.74'
47.26'
47.26'
48.73'
204.99'
41.76'
40.50'
41.50'
40.50'
27.86'
27.86'
28.73'
28.73'
27.76'
27.76'
42.18'
36.69'
32.91'
29.17'
25.50'
25.53'
29.20'
42.34'
48.49'
2.19'
14.05'
48.49'
42.34'
Curve Table
CURVE
C151
C152
C153
C154
C155
C156
C157
C158
C159
C160
C161
C162
C163
C164
C165
C166
C167
C168
C169
C170
C171
C172
C173
C174
C175
C176
C177
C178
C179
C180
C181
C182
C183
C184
C185
C186
C187
C188
LENGTH
29.20'
25.53'
21.86'
25.50'
29.17'
32.91'
36.69'
42.18'
38.31'
24.52'
56.07'
102.80'
13.59'
52.23'
50.84'
32.86'
5.57'
66.09'
66.09'
66.09'
66.09'
14.44'
290.26'
2.53'
43.55'
43.55'
43.55'
43.55'
52.26'
52.26'
14.94'
94.13'
118.08'
262.18'
153.13'
49.96'
67.60'
85.53'
RADIUS
1,365.00'
1,365.00'
1,365.00'
1,365.00'
1,365.00'
1,325.00'
1,325.00'
1,325.00'
20.00'
20.00'
30.00'
55.00'
80.00'
80.00'
80.00'
80.00'
1,205.00'
1,205.00'
1,205.00'
1,205.00'
1,205.00'
1,205.00'
1,230.00'
1,255.00'
1,255.00'
1,255.00'
1,255.00'
1,255.00'
1,255.00'
1,255.00'
1,255.00'
196.80'
196.80'
196.80'
315.00'
196.80'
315.00'
315.00'
DELTA
1°13'32"
1°04'18"
0°55'03"
1°04'14"
1°13'28"
1°25'23"
1°35'12"
1°49'26"
109°44'55"
70°15'05"
107°05'27"
107°05'27"
9°44'05"
37°24'17"
36°24'53"
23°32'12"
0°15'53"
3°08'33"
3°08'33"
3°08'33"
3°08'33"
0°41'12"
13°31'15"
0°06'55"
1°59'17"
1°59'17"
1°59'17"
1°59'17"
2°23'08"
2°23'08"
0°40'55"
27°24'19"
34°22'38"
76°19'45"
27°51'10"
14°32'48"
12°17'47"
15°33'24"
CHORD BEARING
S17°29'27"W
N19°24'07"E
N21°18'47"E
N22°18'25"E
S24°13'05"W
S26°09'57"W
S28°08'05"W
S30°08'26"W
N63°38'29"E
S26°21'31"E
N64°58'13"E
S64°58'13"W
N66°21'06"W
N89°55'17"W
S53°10'08"W
S23°11'35"W
S11°33'26"W
S13°15'38"W
S16°24'11"W
S19°32'43"W
S22°41'16"W
S24°36'08"W
N18°11'07"E
N24°53'17"E
N23°50'11"E
N21°50'54"E
N19°51'37"E
N17°52'20"E
N15°41'07"E
N13°17'59"E
N11°45'57"E
N26°08'57"E
N57°02'26"E
S50°36'40"W
N75°24'39"W
N81°30'09"E
S83°11'21"E
S69°15'45"E
CHORD LENGTH
29.20'
25.53'
21.86'
25.50'
29.17'
32.91'
36.69'
42.18'
32.72'
23.01'
48.26'
88.48'
13.58'
51.30'
49.99'
32.63'
5.57'
66.08'
66.08'
66.08'
66.08'
14.44'
289.59'
2.53'
43.54'
43.54'
43.54'
43.54'
52.25'
52.25'
14.94'
93.24'
116.32'
243.21'
151.63'
49.83'
67.47'
85.26'
Line Table
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
BEARING
S75°06'37"E
N14°53'23"E
N69°37'00"E
S64°01'59"E
S25°58'01"W
S64°01'59"E
N27°49'21"W
S28°30'57"W
S20°23'00"E
N49°58'40"W
LENGTH
6.36'
79.42'
34.90'
47.54'
49.98'
96.78'
18.88'
60.00'
60.00'
12.74'
PN 121027 SHEET 4 OF 6
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
Final Plat for
Southridge South Subdivision Phase 1
12-06-2021
12/06/21
FP-2021-0059
C68
C78
S37°05'23"E
110.00'
C69
C77
S35°06'33"E
110.00'
C70
C76
C75
S47°04'34"E 113.50'
C71
C74
20.38'
94.32'
C35
N34°50'28"W
116.36'
C45
N31°50'13"W
116.45'
C34
N37°47'24"W
116.20'
C46
C33
N40°44'37"W
115.98'
C47
C32
C29
N43°42'08"W
116.02'
C48
C28
N46°38'55"W
116.76'
C49
C27
N49°34'41"W
117.44'
C50
C26
N52°29'31"W
118.07'
C51
C25
N55°23'32"W
118.62'
C52
C24
N58°16'50"W
C53
C138
C158
S57°21'31"E 110.05'
180.10'
C136
110.04'
38'55"W 110.04'
110.00'
C137
180.10'
C44
C43
C41
C40
C39
9.69'
C13
C14
C10
C11
C12
160.00'
S40°01'20"W 70.38'
N49°58'40"W 127.16'
N25°51'16"W 50.00'
L7
C30
C31
C72
C85
N57°00'12"W 270.00'
25'
25'
25' 25'
220.09'
220.09'
C38
C37
C42
W. Overland Rd.
U N P L A T T E D
C73
U N P L A T T E D
C36
S27°49'21"E
77.45'
N49°58'40"W
157.77'
L10
30.45'
25'
25'
25' 25'
25'
25'
101'
101'
W. Rio De Plata Dr.
W. Timberwood Dr.
S. Border Way
5' NOTE 1
5.5' NOTE 12
8' NOTE 12
8' NOTE 12
PN 121027 SHEET 3 OF 6
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
Final Plat for
Southridge South Subdivision Phase 1
0 60' 120'
Scale: 1" = 60'
See Sheet 1 for Notes & Legend and
Sheet 4 for Line & Curve Tables
SEE SHEET 2
SEE SHEET 2
12-6-2021
12/06/21
FP-2021-0059
BLOCK 1
BLOCK 1
1
BLOCK 4
BLOCK 5
BLOCK 3
S52°56'04"E
110.00'
C61
S56°38'55"E 110.05'
C86
S50°57'14"E
110.00'
C62
C84
S48°58'24"E
110.00'
C63
C83
S46°59'33"E
110.00'
C64
C82
C65
C32
C29
N43°42'08"W
116.02'
C28
N46°38'55"W
116.76'
C49
C27
N49°34'41"W
117.44'
C50
C26
N52°29'31"W
118.07'
C51
C25
N55°23'32"W
118.62'
C52
C24
N58°16'50"W 119.12'
C53
N58°16'50"W 119.15'
N62°30'52"W
118.42'
C55
C22
N65°44'28"W
117.61'
C172
C56
C21
N68°53'00"W
116.82'
C171
C20
N72°01'33"W
116.10'
C170
C19
N75°10'05"W
115.44'
C169
C18
N78°18'38"W
114.84'
C168
C17
26.58'
N78°34'31"W
115.62'
60.52'
C167
73.48'
N74°58'35"W 117.50'
66.09'
C182
N55°02'18"W
109.84'
C166
21.77'
N74°58'35"W 117.98'
C183
N18°37'25"W
101.57'
C165
C187
N18°46'52"E
101.07'
C164
C186
54.75'
C163
C188
75.05'
N28°30'57"E
110.00'
74.17'
74.50'
N28°30'57"E
110.00'
74.50'
74.14'
N28°30'57"E
110.00'
74.14'
C160
N68°11'58"W 106.88'
S68°11'58"E 111.83'
C161
169.71'
S78°34'31"E
110.00'
84.94'
S11°25'29"W
64.80'
N81°13'59"W
107.34'
69.18'
45.00'
S78°34'31"E
110.00'
54.55'
S11°25'29"W
54.55'
S77°53'36"E
110.00'
C181
38.95'
52.43'
38.95'
C148
C147
N77°59'07"W
110.00'
N80°06'54"W
109.51'
C115
S75°30'27"E
110.00'
C180
C149
C146
N73°43'49"W
110.00'
C145
N75°51'28"W
110.00'
C117
S73°07'19"E
110.00'
C179
C150
S71°08'02"E
110.00'
C178
C151
C144
N70°03'44"W
110.00'
C152
N71°53'47"W
110.00'
C119
C118
C116
25.73'
C114
N68°13'42"W
110.00'
C153
C143
C120
N66°23'39"W
110.00'
C154
C142
C121
S67°09'28"E
110.00'
C176
S69°08'45"E
110.00'
S65°10'11"E
110.00'
C175
C141
C177
S63°07'21"E
110.00'
C58
C174
C155
C140
C156
S61°04'19"E
110.00'
C59
C139
C157
C138
C158
S57°21'31"E 110.05'
C60
C135
180.10'
C136
N57°21'31"W 110.04'
N60°46'17"W
110.00'
C126
N62°39'31"W
110.00'
C125
N64°32'45"W
110.00'
C124
C122
C123
S66°34'34"E
110.00'
C111
S68°05'52"E
110.00'
C95
S65°03'16"E
110.00'
C112
C94
C93
S63°26'36"E
110.00'
C128
S61°52'50"E
110.00'
C129
C92
S60°16'45"E
110.00'
C130
C91
C90
S57°17'53"E 110.03'
C131
C132
19.97'
90.04'
C133
90.04'
19.97'
S56°42'30"E 110.03'
C89
N53°42'28"W
110.00'
N56°38'55"W 110.04'
C87
110.00'
C137
180.10'
C134
C110
S69°37'10"E
110.00'
C96
C109
S71°08'28"E
110.00'
C97
C108
S72°39'46"E
110.00'
C98
C107
S74°11'04"E
110.00'
C99
C106
S75°42'22"E
110.00'
C100
C105
S77°13'40"E
110.00'
C101
C104
S78°44'58"E
110.00'
C102
61.34'
L6
C3
C4
N78°44'58"W 110.00'
C103
38.42'
C159
29.75'
N61°29'03"W 237.66'
30.06'
C14
C15
N10°08'10"E 231.17'
L1
L2
L3
C1
S61°29'03"E 150.70'
N00°48'16"E 90.36'
S61°29'03"E 118.75'
C2
L4
S25°58'01"W 140.00'
S64°01'59"E
57.77'
S25°57'46"W
110.02'
59.67'
16.97'
C5
C6
C7
C8
L5
S32°59'48"W 89.94'
N53°28'24"W 160.00'
C16
C30
N28°03'19"E
110.00'
13.96'
C54
C85
C88
C57
C113
C127
C162
C173
N10°08'10"E 100.06'
C184
C185
36.69'
N11°25'29"E 178.44'
N61°29'03"W 294.53'
S08°46'01"W
102.39'
93.16'
201.37'
N64°01'59"W
60.79'
N57°00'12"W
134.37'
N57°00'12"W 270.00'
W. Overland Rd.
POINT OF BEGINNING
S60°02'48"E
1751.02'
25' 25'
25' 25'
25'
25'
25'
25'
25' 25'
25'
25'
25' 25'
25' 25'
25'
25'
25.00' 25.00'
25.00' 24.98'
220.09'
220.09'
218.71'
U N P L A T T E D
89'
89'
60'
80'
60'
80'
5.93'
140' RIDENBAUGH CANAL
EASEMENT INST. No. 800640
Ridenbaugh Canal
U N P L A T T E D
1
1
25'
25'
101'
25.00' 25.00'
C23
L8
S. Border Way
W. Rio De Plata Dr.
E. Evening Sun St.
S. Summerson Ave.
L9
WC
RM
WC
5.5' NOTE 12
8' NOTE 12
8' NOTE 12
8' NOTE 12
8' NOTE 12
8' NOTE 12
8' NOTE 12
5' NOTE 1
5' NOTE 1
5' NOTE 1
5.5' NOTE 12
8' NOTE 12
8' NOTE 12
PN 121027 SHEET 2 OF 6
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
0120' 60'
SEE SHEET 3
Final Plat for
Southridge South Subdivision Phase 1
Scale: 1" = 60'
See Sheet 1 for Notes & Legend and
Sheet 4 for Line & Curve Tables
SEE SHEET 3
12-06-2021
12/06/21
FP-2021-0059
7
8
9
10
11
12
13
14
15
1
2
1
2
3
4
5
6
7
8
9
10
11
12
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14
BLOCK 1
BLOCK 1
1
BLOCK 3
BLOCK 2
BLOCK 4
BLOCK 5
S61°29'03"E
118.75'
C2
L4
S25°58'01"W
140.00'
S25°57'46"W
110.02'
L5
L6
C3
C4
N78°44'58"W
110.00'
C5
C6
S32°59'48"W
89.94'
C7
N53°42'28"W 110.00'
C8
N53°28'24"W
160.00'
C9
S40°01'20"W
70.38'
N49°58'40"W
127.16'
C10
N25°51'16"W 50.00'
C11
C12
L7
C13
C14
C15
N10°08'10"E 231.17'
S61°29'03"E
150.70'
N00°48'16"E
90.36'
C1
L3
L2
L1
W. Overland Road
POINT OF BEGINNING
S60°02'48"E
1751.02'
CENTERLINE RIDENBAUGH CANAL
CANAL EASEMENT INST. No. 800640
100.97'
101'
WC
RM
WC
RM
L8
U N P L A T T E D
U N P L A T T E D
60'
80'
U N P L A T T E D
U N P L A T T E D
S. Border Way
W. Rio De Plata Dr.
E. Evening Sun St.
S. Summerson Ave.
W. Timberwood Dr.
L9
NOTE 12
NOTE 12
NOTE 12
NOTE 12
NOTE 12
NOTE 12
5' NOTE 3
5' NOTE 3
5' NOTE 3
NOTE 12
W. Overland Road
-BASIS OF BEARING-
S89°14'56"E 2652.36'
S.22 S.23
S.15 S.14
S. Ten Mile Road
S.23
S.14
N1/4
N00°37'47"E 2637.73'
C1/4
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
LENGTH
320.04'
14.24'
25.63'
56.75'
390.80'
179.16'
46.76'
6.08'
463.75'
23.64'
35.96'
98.14'
298.31'
288.12'
393.88'
RADIUS
375.00'
320.00'
20.00'
1,745.00'
1,635.00'
1,595.00'
1,595.00'
1,485.00'
1,325.00'
20.00'
20.00'
982.41'
1,050.50'
1,047.00'
1,044.50'
DELTA
48°53'57"
2°32'56"
73°25'14"
1°51'48"
13°41'42"
6°26'08"
1°40'47"
0°14'05"
20°03'13"
67°43'56"
103°00'51"
5°43'25"
16°16'14"
15°46'02"
21°36'21"
CHORD BEARING
S85°56'02"E
S62°45'31"E
S27°19'23"E
S10°19'08"W
S18°05'53"W
S28°09'48"W
S35°27'08"W
S36°24'34"W
S46°33'13"W
N83°50'38"W
N12°26'06"E
N36°12'37"W
N55°38'01"E
N38°26'04"E
N20°56'21"E
CHORD LENGTH
310.42'
14.23'
23.91'
56.74'
389.87'
179.06'
46.76'
6.08'
461.39'
22.29'
31.31'
98.10'
297.31'
287.21'
391.55'
Line Table
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
BEARING
S75°06'37"E
N14°53'23"E
N69°37'00"E
S64°01'59"E
S25°58'01"W
S64°01'59"E
N27°49'21"W
S28°30'57"W
S20°23'09"E
LENGTH
6.36'
79.42'
34.90'
47.54'
49.98'
96.78'
18.88'
60.00'
60.00'
PN 121027 SHEET 1 OF 6
462 East Shore Drive, Suite 100
Eagle, ID 83616
PH:(208) 939-4041
0 100' 200'
FOUND 5/8" REBAR, PLS 7880
CP&F No. 2017-008747
FOUND ALUMINUM CAP
CP&F No. 111026808
FOUND ALUMINUM CAP
CP&F No. 110088910
Notes:
FOUND ALUMINUM CAP MONUMENT, AS SHOWN
FOUND 5/8" REBAR PLS 7880 OR AS SHOWN
SET 5/8"x24" REBAR WITH PLASTIC CAP, PLS 7880
SET 1/2"x24" REBAR WITH PLASTIC CAP, PLS 7880
WITNESS CORNER / REFERENCE MONUMENT
CALCULATED POINT, (NOT SET)
SECTION LINE
SUBDIVISION BOUNDARY LINE
RIGHT-OF-WAY LINE
LOT LINE
ROAD CENTERLINE
ADJACENT LOT LINE
EASEMENT LINE
TIE LINE
LOT NUMBER
1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY LINE HAVE A TEN (10) FOOT WIDE PERMANENT PUBLIC
UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID
DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE RESIDENTIAL HOMEOWNERS
ASSOCIATION.
2. EACH SIDE OF INTERIOR LOT LINES HAVE A FIVE (5) FOOT WIDE PUBLIC UTILITIES, PROPERTY DRAINAGE AND
PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED OTHERWISE. SAID DRAINAGE AND IRRIGATION
EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE RESIDENTIAL HOMEOWNERS ASSOCIATION.
3. REAR LOT LINES AND ALONG THE EXTERIOR SUBDIVISION BOUNDARY HAVE A TEN (10) FOOT WIDE PERMANENT
PUBLIC UTILITIES, PROPERTY DRAINAGE AND PROPERTY IRRIGATION EASEMENT, UNLESS DIMENSIONED
OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR THE SOUTHRIDGE RESIDENTIAL
HOMEOWNERS ASSOCIATION.
4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION
REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT, OR AS SPECIFICALLY APPROVED AND/OR
REQUIRED.
5. ANY RESUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF
RESUBDIVISION.
6. LOT 1, BLOCK 1; LOTS 1 & 13, BLOCK 2; LOTS 1 & 13, BLOCK 3; LOTS 1 & 15, BLOCK 4; AND LOT 1, BLOCK 5 ARE
DESIGNATED AS COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE SOUTHRIDGE RESIDENTIAL
HOMEOWNERS ASSOCIATION.
7. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b), THE OWNER OF THIS SUBDIVISION HAS PROVIDED AN
UNDERGROUND IRRIGATION SYSTEM. LOTS WITHIN THIS SUBDIVISION WILL BE OBLIGATED FOR ASSESSMENTS
FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT FOR SAID IRRIGATION WATER.
8. ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE
WHICH WILL BE OWNED AND OPERATED BY THE SOUTHRIDGE RESIDENTIAL HOMEOWNERS ASSOCIATION. ALL
PRESSURIZED IRRIGATION SYSTEMS IN COMMON LOTS WITHIN THIS SUBDIVISION WILL BE OWNED AND MAINTAINED
BY THE SOUTHRIDGE RESIDENTIAL HOMEOWNERS ASSOCIATION.
9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, 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, FACILITY OR
EXPANSION 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."
10. THE LOTS, INCLUDING BUILDING AND OCCUPANCY, ARE SUBJECT TO THE TERMS AND CONDITIONS OF THAT
CERTAIN MASTER DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR SOUTHRIDGE
SUBDIVISION FILED AS INSTRUMENT No.__________________ , RECORDS OF ADA COUNTY, IDAHO.
11. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AS
RECORDED IN INSTRUMENT No. _____________________ , RECORDS OF ADA COUNTY, IDAHO.
12. THIS SUBDIVISION IS SUBJECT TO AN ACHD PERMANENT EASEMENT AS RECORDED IN INSTRUMENT No. 2021-
, RECORDS OF ADA COUNTY, IDAHO.
13. DIRECT VEHICULAR ACCESS FROM ANY LOT TO W. OVERLAND ROAD IS PROHIBITED.
14. THE BOTTOM ELEVATION OF HOUSE FOOTINGS SHALL BE A MINIMUM OF 12-INCHES ABOVE THE HIGHEST KNOWN
NORMAL GROUND WATER ELEVATION.
WC / RM
Legend:
References:
R1 RECORD OF SURVEY No. 10035, RECORDS OF ADA COUNTY, IDAHO.
R2 RECORD OF SURVEY No. 11271, RECORDS OF ADA COUNTY, IDAHO.
R3 DEED INST. No. 2020-017062, RECORDS OF ADA COUNTY, IDAHO.
Survey Narrative:
THIS PLAT WAS PREPARED TO SUBDIVIDE THE SUBJECT PROPERTY. THE
CORNER FOUND MONUMENTS WERE HELD FOR THOSE BOUNDARY LINES.
THE NORTHWEST CORNER OF SECTION 23 AND THE NORTH 1/4 CORNER OF
SECTION 23 WERE USED AS THE BASIS OF BEARINGS.
1
Final Plat for
Southridge South Subdivision Phase 1
Located in the Northwest 1/4 of Section 23,
Township 3 North, Range 1 West, Boise Meridian,
City of Meridian, Ada County, Idaho
2022
Scale: 1" = 100'
12-6-2021
12/06/21
FP-2021-0059