HomeMy WebLinkAboutBelltower Office_Recorded Plat V1PLAT OF
E UNPLATTED
BRIDGETOWER CROSSING SUBDIVISION NO. 2
A PORTION OF THE WEST 1/2 OF SECTION 35
'417 358.00_ T.4N., RAW., B.M.
APPROVED 2 aew r�sawr g I MERIDIAN, ADA COUNTY, IDAHO
140. 2003 N 4355'16'E S
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335 TT.4N.• R.1W. N 8915'13 Y 2613.M' _ 35 C.P.kF. No. 10107/264
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— — • — Section Une
Rght-of-Way Une
— - — Centerline
Lot Une
- - - - - - Easement line
-------------- 10' Pressure hrigotion Easement line
Real Point of t3eoinning, Set 5/8'x30'
Rehr with PlostiE CoP
t9 Found Bross or Aluminum Cop (as noted)
• Set 5/8'x30' Rebar with Plastic Cop
• Set 1/2'x24' Rebar with Plastic Cap
a Found 5/8' Rebar Wilh Plastic Cap
o Found 1/2' Rebar with Plastic Cap
SEE SHEET 2 OF 3 FOR NOTES 8e CURVE Sc LINE DATA
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BRIGGS ICNGDMRING, INC.
Consulting Engineers
Boise, Idaho
PROIELAND DEVELOPHENT CO., UP
Developer
Boise, Idaho
SHEET 1 OF 3
E IDI� 11
APPROVED
)A: E: 03/03/22
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1 OF 3
MATCH LINE
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N
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I_INF_ TARI
UNE BEARING
F_
DISTANCE
Lt S 4CO6'41'E
28.28'
L2 N 45'53'19'E
28.28'
L3 S 46'21'52'E
29.43'
L4 N 48'19'11'E
29.43'
L5 S 46'00'00'W
28.28'
L6 S 44'00'00'E
28.28'
L7 S 44'00'00'E
28.28'
LB N 48'00100'E
28.28'
L9 N 89'00'00'W
28.28'
L10 S 46'00'00'W
15.38'
Lit S 46'DO'00'W
15.38'
Lit N OVO2'16'E
28.27'
Li3 N 85'52:58-E
27.34'
Li4 N O60000'W
28.28'
Lis S 46'00'00^N
18.14'
Li6 S 51*51'22"W
27.35'
Liz S 41'51'22'E
27,35'
L18 N 15'00'00'E
14.98'
Ll9 S 44'00'00'E
18.14'
L20 S 75'00'00'E
20.00'
L21 S IVOO'00'W
14.98'
PLAT OF
BRIDGETOWER CROSSING SUBDIVISION NO. 2
A PORTION OF THE WEST 1/2 OF SECTION 35
T.4N., RAW., B.M.
S 00'2855 W 300.21' MERIDIAN, ADA COUNTY, IDAHO
2003
N 00'00'001 331.05 �13
9?3f
/95 UNPLATTED
94.49
N 01'11'45-E H lS4??0 -."- S 00'OOb01Y 177.25' CIO
13
'E 50.00' N3597 H Od00'00'E 173.58' N�59r e H
UNPlg1T00D
1?�\
?9p0, y
3655
N_
NOTE
I. UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS HAYING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS. IRRIGATION, LOT DRAINAGE
AND LANDSCAPE OVER THE 1WELVE (12) FEET ADJACENT TO ANY PUBLIC STREET, UNLESS OTHERNiSE NOTED. THIS EASEMENT SHALL NOT PRECLUDE THE CON-
STRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
I
2. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APROVED PUD UNDER MCUP01-006.
p
3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY VATH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIl4SON.
4. THE DEVELOPER AND\OR OWNER SHALL COMPLY NTH THE IDAHO CODE SECTION 31-3805 OR ITS PROVISIONS THAT APPLY TO IRRIGATION RIGHTS,
h 1
5. UNLESS OTHERWISE SHOWN OR DESIGNATED. EACH SIDE OF THE INTERIOR LOT LINES HAS A FIVE (5) FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES. IRRIGATION
AND LOT DRAINAGE,
6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED
BY AN IRRIGATION/DRAINAGE ENTITY.
7. BOTfOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION.M]
q1+7 F I
8. EACH SINGLE-FAMILY STRUCTURE SHALL CONTAIN A MINIMUM OF 1.400 SQUARE FEET, EXCLUDING GARAGE.L�LD,
9. RESTRICTIVE COVENANTS ARE IN EFFECT FOR THIS SUBDIVISION.
y
10. LOT 5, BLOCK 6 AND LOTS 13 k 14. BLOCK 5 ARE NON -BUILDABLE LOTS TO BE OWNED AND MAINTAINED BY THE BRIDGETOWER CROSSING HOMEOWNER'S ASSOCIATION,
OR ITS ASSIGNS, AND SMALL BE USED AS LANDSCAPE. HOMEOWNERS PEDESTRIAN ACCESS, AND DRAINAGE LOTS. SAID LOTS ARE COVERED BY A BLANKET STORM
k"
DRAINAGE EASEMENT IN FAVOR OF THE ADA COUNTY HIGHWAY DISTRICT FOR HEAVY MAINTENANCE OF DRAINAGE FACILITIES. SAID EASEMENT SHALL REMAIN FREE
OF ALL ENCROACHMENTS AND OBSTRUCTIONS INCWDING FENCES AND TREES)) WHICH MAY ADVERSELY AFFECT DRAINAGE OR OPERATION AND MAINTENANCE OF
STORM WATER FACILITIES. SAID LOTS ARE AL 0 COVERED BY BLANKET EASEiAENTS FOR PUBLIC UTILITIES AND IRRIGATION.
It THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 100079063. RECORDS OF ADA COUNTY, IDAHO.
12, LOT 44. BLOCK 1; LOTS 3. 12 & 23, BLOCK 5; LOT 1, BLOCK B; AND LOT 1, BLOCK 9 ARE NON -BUILDABLE LOTS TO BE OWNED AND MAINTAINED BY THE BRIDGETOWER
N
CROSSING HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS. AND SMALL BE USED FOR LANDSCAPE, PUBLIC UTILITIES, PRESSURIZED IRRIGATION, DRAINAGE AND
HOMEOWNERS PEDESTRIAN ACCESS.
Y
13, DIRECT LOT OR PARCEL ACCESS TO N. TEN MILE ROAD IS PROHIBITED UNLESS SUCH ACCESS IS SPECIFICALLY APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT AND
THE CITY OF MERIDIAN. DIRECT LOT OR PARCEL ACCESS TO W. BELLTOWER DRIVE IS RESTRICTED TO THE CROSS ACCESS POINTS FOR LOTS 1 THROUGH A. BLOCK 6
AND LOTS 1 THROUGHBLOCK I N i }, B aC 0, AS DESIGNATED HEREON, UNLESS SUCH ACCESS S SPECIFICALLY APPROVED BY THE ADA COUNTY HIGHWAY DISTRICT AND THE
CITY OF MERIDIAN.
14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE. RIGHT -TO -FARM, WHICH STATES THAT NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT
SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ASOJT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER
THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN, PROVIDED
THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL
OPERATION OR APPURTENANCE TO IT.
15. LOT I, BLOCK 10 IS A WELL LOT TO BE CONVEYED TO THE CITY OF MERIDIAN.
16. LOT 2, BLOCK 5 IS A NON -BUILDABLE LOT COVERED BY A BLANKET EASEMENT FOR THE CREASON LATERAL, TO BE OWNED AND MAINTAINED BY THE BRIDGETOWER CROSSING HOMEOWNERS ASSOCIATION.
i7. LOT 2, BLOCK 10 IS A NON -BUILDABLE LOT COVERED BY A BLANKET EASEMENT FOR THE WHITE DRAIN, TO BE OWNED AND MAINTAINED BY THE BRIDGETOWiR CROSSING HOMEOWNERS ASSOCIATION.
IS. LOTS I-4, BLOCK 6 AND LOT 3. BLOCK 10 ARE DESIGNATED FOR OFFICE.
19. SETBACKS - OFFICE LOTS ARE SUBJECT TO THE L-0 SETBACKS: REAR SETBACKS FOR LOTS 1-4. BLOCK 6. AND LOT 3, BLOCK 10. SHALL BE MEASURED FROM THE
WESTERNMOST CROSS -ACCESS EASEMENT LINE.
20. SETBACKS - SINGLE FAMILY RESIDENTIAL LOTS:
FRONT-20' OR IS WITH NON -FRONT GARAGE ENTRY
GARAGE, INTERIOR SIDE-5' SINGLE STORY h 7' TWO STORY
STREET SIDE-20'
PEAR-15'
CURVE DELTA
RADIUS
ARC TANGENT CHORD
CHORD BRG
. IR(`t
CURVE DELTA RADIUS
VF Tpf3L F
ARC TANGENT CHORD
CHORD BRG
CURVE DELTA
RADIUS
ARC TANCOW CHORD
CHORD BRG
C1 26.52'13'
293.0D
137.41
69.99
136.15
N 9726'O6'E
C34 09'02'42' 707.00
111.61
55.92
111.49
N 7831'21'E
C67 531 V30'
20.00
18.57
10.01
17.91
S 2518'DS1V
C2 12'50'36'
725.00
162.52
81.60
162.18
N 80'25'18'E
C35 16'53'19' 400.00
117.90
59.38
117.48
N SZ26'39'E
C68 99'53'33'
50.00
87.17
59.47
76.54
S W02'55'E
CS W34'14'
725.DO
7.22
3.61
7.22
S OV33'27'E
C36 12'16'16' 675.00
144.56
72.56
144.29
N 8008'OB'E
C69 4858'16'
20.00
17.09
9.11
16.58
N 25.3O'33 W
C4 3751'01'
675.00
387.01
198.98
381.73
S 6750'50'E
C37 IT00'00' 700.00
207.69
10062
206.93
N 82'30'00'E
C70 51'OVO4'
20.00
47.81
9.54
17.23
N 24'29'09'E
C5 4053'57"
405.00
289.10
151.02
283.00
S 71'52'18'E
C38 180'00'00' 5.00
15.71
0.00
10.00
N 89'00'001W
C71 76*22'11'
50A0
66,65
39.32
61.82
S I1'48'36'W
C6 2Y38'54'
973.00
436.45
221.95
432.82
S 7929'49'E
C39 18000'00' 5.00
15.71
0.00
10.00
N 89'00'00'W
C72 23.39'34'
50.00
20.65
10.47
20.50
S 3WI2'16'E
C7 6T07.16'
125.00
146.44
82.93
138.21
S 3508'44'E
C40 90'O6'41' 65.00
102.23
65A3
92.01
N 45.56'39'E
C73 48'44'34'
20.00
17.01
0.06
16.51
N 25'39'46W
C8 2259'13'
775.00
310.93
157.58
308.85
S I1'56'32'W
C41 OV06'41' 40.00
62.91
40.08
56.62
N 45'56'39'E
C74 20'13'02'
125.00
44.11
22.29
43.88
S 11'24'00'E
C9
825.00
337.45
171.12
335.10
S I1'4YO4''N
C42 18.28'45' 90.00
29.03
14.64
28.90
N 81'45'37'E
C75 29'29'3W
125.00
64.34
32.90
63.63
S 3F15'15"E
1526'OB'
C10 5'00'00'
S7500
150.53
75.70
150AI
S OT30'00W
C43 40'17'45' 9000
63.30
33.02
62.00
N 5222'22'E
C76 1703'52'
125.00
37.23
1&75
37.09
S 8228'04'W
C11 0048'27'
325A0
4.58
2.29
4.58
S 74.37'42^W
C44 31'20'11' 90.00
49.22
25.24
48.61
N IW33'24'E
C77 3P5VOB'
125.00
76.22
39.34
75.04
S 56'28'04W
C12 01'03'12'
625.00
11.49
5.75
11.49
N 1719'42 W
C45 06'49'2W 221LGO
26,79
13.41
26.78
N 02'31'21'1W
C78 06'07'21'
275.00
29.39
14.71
29.37
S 35'56'20'W
Ct3 0B'17'1S'
675.00
74.07
37.07
74.04
S 11'51'22`W
C46 28'15'37' 225.00
110.98
56.64
109.86
N 2003'50,w
C79 21'47'66'
275.00
104.0
52.06
104.00
S 21.58'40`W
C15 10'00'00'
::0 DO
113.45
56.87
113.30
S 10'00'00'W
C47 09`48'21' 225.00
38.51
19.30
38.46
N 39'05'49Y1
C80 11'04'41'
275.00
53.17
26.67
53.09
S OS•32'21'W
C11T08'O6'
650.00
194.39
97.93
193.67
S OS34'03'E
C48 4V53'19' 250.00
195.86
103.27
190,89
N 21.33'21•W
C81 39'00'00'
300.00
204.20
106.24
200.28
S ITM'001W
C16 2811'16'
625.00
307.49
156.92
304.40
S OQ'21'W
C49 IW06'13' 275.00
48.44
24.31
48.43
N 04'09'471W
C82 OV 1 V23'
325.00
29.63
14.82
29.62
5 3623'19'W
C/7 13'2521'
675.00
158.13
79.43
157.77
N OV25'251W
CSO IV37'11' 275.00
70.17
35.28
69.98
N 16'31'291W
C83 04'03'34'
325.00
23.03
11.52
23.02
S 31'44'SGYi
C/8 49'S9:41'
20.00
17.45
9.33
16.90
S 70'00'O9'1W
C51 2005'22' 275.00
96.42
48.71
95.93
N 3Y52'46'W
C84 1640'SB'
325.00
88.96
"76
88.68
S 21'52'35'W
C19 1721'15'
50.00
10.78
5.41
10.76
S 51.10'561W
C52 4759'41' 20.00
17.45
9,33
16.90
S 70'59'51'W
CIS 14'02'06'
325.00
79.61
40.01
79.41
S 0701'03'W
C20 78'SY58'
WOO
68.85
41.14
63.54
N BSII'271W
C53 49'59'41' 20.00
17AS
9.33
16.90
S 21.00'091W
C86 51100'00'
100.00
89.01
47.70
86.10
S 25.30'00'E
C21 4V$3'00'
50.00
42.66
22.72
41.38
N 19.17'581W
CS4 43'47'58' SOW
38.22
20.10
37.30
S 17U'10'W
C87 89.00'00'
40.00
62.13
39.31
56,07
N 44'30'00W
C22 4TD9'23'
50.00
41,15
21.82
40.00
N 2W43'14'E
C55 60'25'32' 50.00
52.73
29.12
50.32
S 70101'03'W
CBS 8WOVOB'
65.00
100.97
63.88
91.12
N 44'30'00*W
C23 71'59'14
S0.00
62.82
36,32
58.77
N 88'17'32'E
C56 6025'32' 50.G0
52.73
29.12
50.32
N 4WM'241W
C89 21.00'00'
90.00
32.N
16.58
3280
N H73O'OOY/
C24 20.42'32'
50.00
18.07
9A4
17.07
S 45'21'35'E
C57 63'53'55' 50.00
55.76
31.18
52.92
N 1236'19'E
C90 44'00'00'
90.00
69.12
36.36
67.43
N 4SM-00-W
C2 49'59'41'
20.00
17.45
9.33
16.90
S 60'OO'09'E
CM 51.26'25' 50.00
44.89
24.08
43.40
N 7P16'29'E
CST 24'00'00'
90.00
37.70
19.13
37.42
N 7T00'OO W
C217V08'12'
6
6.00
14.93
64.27
9.97
S CO'53'19'W
C59 4VOO'00' 175.00
137.44
72,49
133.94
S SV30'OD'E
C92 4W59'41'
20.00
17.45
9.33
16.90
S 2559'51'E
C27 15'31'33'
299.00
81.02
40.76
80.77
S BY47'49'E
CSO IV39'04' 150.00
48.83
24.63
48.61
S SS19'32'E
C93 78'04'54'
50.00
68.14
40.55
62.99
S 09.57'14'E
C28 1531'33'
299.00
81.02
40.76
80.77
N 8T34'26'E
COT 2820'56' 150.00
68.98
35.11
68.37
S 75.49'32E
C94 61'54'48'
50.00
54.03
29.99
51.44
S StlOZJBY/
C29 157'50'42'
5.00
13.77
25.54
9.81
N 0053'19'E
C62 21'20'13' 200.00
74.48
37.68
74.05
N 7819'531W
C95 SS32'38'
S0.00
55.45
30.97
5265
N 5T13'4I'W
C30 0126'54'
393.00
30.51
15.26
30.50
S W39.52-W
C63 2539'47' 200.00
82.60
41.90
82.01
N 55'49'53'W
C96 7627'04'
WOO
66.72
39.38
61.88
N 1246'IO'E
C31 0Y26'54'
39300
30.51
15.26
30.50
N BC53'14YI
C64 1701'52' 17500
52.12
26.25
51.93
N 8728'04'E
C97 19'26'49'
20.00
6.79
3.43
C76
N 41.16'17'E
C33 1217'31'
707.00
15L68
76.13
151.39
N 8721V49'W
C65 31.10'12' 175.00
95.20
48,81
94.03
N 58'21'02'E
C98 30'32'S3'
20.00
10.66
5.46
-0.54
N IT16'26'E
CS1217'31'
707.00
151.68
76.13
151.39
N WII'27'E
C66 4742'21' 75.00
62.45
33.16
60.66
S 2T08'49'E
C29 5700'00'
150.00
136.14
73.16
-31.51
S WOO.00-W
C100 04'43'40' 700.00
57.76
28.90 57.74
S 86'38'10'E
0
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In
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N 0744'391
UNPLATTED
SEE SHEET 1 OF 3 FOR LEGEND
2-
t00 50 0 100 200 300
SCALE IN FEET
HRIGGS MOTIMERINC, INC.
Consulting Engineers
Boise, Idoho
PRWL M DEVEIAPNENT CO., LLP
Developer
Boise. Idaho
SHEET 2 OF 3
1u I/W1m
ko
L�(E IDI� N_
APPROVED
DA EI 03/03/22
TE OF OWNERS BRIDGETOWER CROSSING SUBDIVISION NO. 2
A LIMITED LIABILITY PARTNERSHIP ORGANIZED AND EXISTING
0 AND DULY QUALIFIED TO DO BUSINESS WITHIN THE STATE
'IS THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW
D REAL PROPERTY IN THIS SUBDIVISION PLAT. THE OWNER
COMPUES WITH IDAHO CODE 50-1334(2). ALL LOTS WITHIN
WATER FROM AN EXISTING WATER SYSTEM AND THE CITY OF
WE ALL THE LOTS WITHIN THIS SUBDIVISION.
A P :CE `IUId A-20220022 W % OF SECTION 35. TOWNSHIP 4 NORTH, RANGE 1 WEST. BOISE
ME IDAND'
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
VIER OF THE NW 1/4 OF SECTION 35, TOWNSHIP 4 NORTH, RANGE 1
WEST, BOISE MERIDIAN; THENCE S 8910'54' E 40.00 FEET ALONG THE SOUTH LINE OF SAID NW
1/4 TO A POINT ON THE EAST RIGHT-OF-WAY OF N. TEN MILE ROAD, THE REAL POINT OF BEGINNING
OF THIS SUBDIVISION:
THENCE N OD'53'19' E 1375.48 FEET ALONG SAID EAST RIGHT-OF-WAY TO A POINT;
THENCE S 89*06'41" E 358.00 FEET TO A POINT;
THENCE S 00'53'19' W 450.47 FEET TO A POINT;
THENCE S 80'I1'56' E 26.38 FEET TO A POINT OF CURVATURE:
THENCE ALONG A CURVE TO THE LEFT 137.41 FEET, SAID CURVE HAVING A RADIUS OF 293.00
FEET, A DELTA ANGLE OF 26'52'13 TANGENTS OF 69.99 FEET, AND A LONG CHORD BEARING
N 87'26'06' E 136.15 FEET TO A POINT OF TANGENCY;
THENCE N 74'00'GO' E 158.78 FEET TO A POINT OF CURVATURE:
THENCE ALONG A CURVE TO THE RIGHT 162.52 FEET, SAID CURVE HAVING A RADIUS OF 725.00
FEET, A DELTA ANGLE OF 12'50'36', TANGENTS OF 81.60 FEET, AND A LONG CHORD BEARING
N 60'25'18' E 162.18 FEET TO A POINT;
THENCE N 4355'18" E 18.31 FEET TO A POINT;
THENCE S 89'OD'00' E 80.15 FEET TO A POINT;
THENCE S 41*58'22' E 18.33 FEET TO A POINT ON A CURVE;
THENCE ALONG A CURVE TO THE RIGHT 7.22 FEET, SAID CURVE HAVING A RADIUS OF 725.00 FEET,
A DELTA ANGLE OF 00'3104 TANGENTS OF 3.61 FEET, AND A LONG CHORD BEARING
S 84'33'27' E 7.22 FEET TO A POINT;
THE
S 05'43'40' W 50.00 FEET TO A POINT ON A CURVE;
THENCE ALONG A CURVE TO THE RIGHT 387.01 FEET, SAID CURVE HAVING A RADIUS OF 675.00
FEET, A DELTA ANGLE OF 32.51.0 V, TANGENTS OF 198.98 FEET, AND A LONG CHORD BEARING
S 67,50,50" E 381.73 FEET TO A POINT OF TANGENCY;
THENCE S 51R5'19" E 117.84 FEET TO A POINT OF CURVATURE;
THENCE ALONG A CURVE TO THE LEFT 289.10 FEET, SAIO CURVE HAVING A RADIUS OF 405.00
FEET, A DELTA ANGLE OF 40'53'57-, TANGENTS OF 131.02 FEET, AND A LONG CHORD BEARING
S 71-52'18' E 283.00 FEET TO A POINT OF TANGENCY;
THENCE N 87'40'44' E 368.91 FEET TO A POINT OF CURVATURE;
THENCE ALONG A CURVE TO THE RIGHT 436.45 FEET, SAID CURVE HAVING A RADIUS OF 975.00
FEET, A DELTA ANGLE OF 25'38'54', TANGENTS OF 221.95 FEET, AND A LONG CHORD BEARING
S 79'29'49' E 432.52 FEET TO A POINT OF COMPOUND CURVATURE;
THENCE ALONG A CURVE TO THE RIGHT 146.44 FEET, SAID CURVE HAVING A RADIUS OF 125.00
FEET, A DELTA ANGLE OF 67*07'18 TANGENTS OF 82.93 FEET, AND A LONG CHORD BEARING
S 33T6'44- E 13B.21 FEET TO A POINT OF TANGENCYI
THENCE S GO'28'55' W 300.21 FEET TO A POINT OF CURVATURE;
THENCE ALONG A CURVE TO THE RIGHT 310.93 FEET, SAID CURVE HAVING A RADIUS OF 775.GO
FEET, A DELTA ANGLE OF 22'59'13 TANGENTS OF 157.58 FEET, AND A LONG CHORD BEARING
S 11'36'32' W 308.85 FEET TO A POINT OF REVERSE CURVATURE;
THENCE ALONG A CURVE TO THE LEFT 337.45 FEET, SAID CURVE HAVING A RADIUS OF 825.00
FEET, A DELTA ANGLE OF 23'28'08 TANGENTS OF 171.12 FEET, AND A LONG CHORD BEARING
S 11'43'04' W 335.10 FEET TO A POINT OF TANGENCY;
THENCE S DDWOO' W 177.25 FEET TO A POINT OF CURVATURE;
THENCE ALONG A CURVE TO THE RIGHT 150.53 FEET, SAID CURVE HAVING A RADIUS OF 575.00
FEET, A DELTA ANGLE OF 15'00'00', TANGENTS OF 75.70 FEET, AND A LONG CHORD BEARING
S 07'30'00' W 150.11 FEET TO A POINT OF TANGENCY;
THENCE S 15'00'00' W 240.02 FEET TO A POINT;
THENCE S 75'00'00' E 63.90 FEET TO A POINT;
THENCE S 11'13'55" W 52.32 FEET TO A POINT;
THENCE S 00'26'55' W 271.34 FEET TO A POINT ON A CURVE ON THE NORTHERLY BOUNDARY OF
BRIDGETOWER CROSSING SUBDIVISION NO. 1;
ALONG SAID NORTHERLY BOUNDARY:
THENCE ALONG A CURVE TO THE LEFT 4.58 FEET, SAID CURVE HAVING A RADIUS OF 325.00 FEET,
A DELTA ANGLE OF 00'48'27", TANGENTS OF 2.22 FEET, AND A LONG CHORD BEARING
S 74'37'42' W 4.58 FEET TO A POINT;
THENCE N 60•47'32"W 28.31 FEET TO A POINT ON A CURVE;
THENCE ALONG A CURVE TO THE RIGHT 11. 49 FEET, SAID CURVE HAVING A RADIUS OF 625.00
FEET, A DELTA ANGLE OF 01•03'12'; TANGENTS OF 5.75FEET, AND A LONG CHORD BEARING
N 12'3B'42' W 11.49 FEET TO A POINT;
THENCE S 77'51'54' W 50.00 FEET TO A POINT;
THENCE N 89,13'09" W 394.84 FEET ALONG SAID NORTHERLY BOUNDARY, AND ALONG THE NORTHERLY
BOUNDARY OF BRIDGETOWER SUBDIVISION NO. 1 TO A POINT,
LEAVING SAID NORTHERLY BOUNDARY:
THENCE N 00'44'39' E 29.99 FEET TO A POINT;
THENCE N 00'3Y35' E 356.72 FEET TO A POINT;
THENCE S 68'00'00' E 162.23 FEET TO A POINT;
THENCE S 82159'39' E 63.33 FEET TO A POINT;
THENCE S 75'00'00" E 164.00 FEET TO A POINT;
THENCE N 15D0'00" E 170.02 FEET TO A POINT;
THENCE N 1243'S0" E 138.35 FEET TO A PONT:
THENCE N 02'59'29' E 132-93 FEET TO A POINT;
THENCE N 00'00'00' E 173.56 FEET TO A POINT;
THENCE N GB'32'47' E 115.75 FEET TO A PONT;
THENCE N 13'OWDO" E 50.00 FEET TO A POINT,
THENCE N 15'42'02* E 154.70 FEET TO A POINT;
CERTIFICATE OF OWNERS (CONT.)
THENCE N 01'11'45' E 94.49 FEET TO A POINT;
THENCE N 19'55'23' E 156.97 FEET TO A POINT;
THENCE N 00`0000' E 331.05 FEET TO A POINT;
THENCE N 44'38'S5" W 140.31 FEET TO A POINT;
THENCE N 72TXI'00' W 118.02 FEET TO A POINT;
THENCE N 77'00'GO" W 64.95 FEET TO A POINT;
THENCE N 85'40'31' W 163.35 FEET TO A POINT;
THENCE S 87'4044" W 57.30 FEET TO A POINT;
THENCE S 82*04'47' W 205.19 FEET TO A POINT;
THENCE N 89'00'GO' W 93.86 FEET TO A POINT;
THENCE S 86'38'08' W 68.09 FEET TO A POINT;
THENCE S 86'35'10' W 101.12 FEET TO A POINT;
THENCE N 67'00'00' W 154.21 FEET TO A POINT;
THENCE S 14'00'00' W 110.73 FEET TO A POINT;
THENCE S 00000'00' W 75.95 FEET TO A POINT;
THENCE S 02'0O'DO* W 166.79 FEET TO A POINT;
THENCE S OV38'50' E 167.71 FEET TO A POINT;
THENCE S 16'00'00' E 15&75 FEET TO A POINT ON THE SOUTH LINE OF THE NW 1/4
OF SAIO SECTION 35,
THENCE N 89'10'54' W 1403.10 FEET ALONG SAID SOUTH LINE TO THE REAL POINT OF
BEGINNING OF THIS SUBDIVISION, SAID PARCEL COMPRISING 38.65 ACRES, MORE OR
LESS.
THE PUBUC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC
AND TIE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT
THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND
FOR ANY OTHER USES AS DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE
TO BE ERECTED WITHIN THE UNES OF SAID EASEMENTS.
IN 4 ESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS THIS �� DAY OF
20Qr
FRANK S. VARRIALE, MANAGING PARTNER
PRIMEIAND DEVELOPMENT CO., LLP
ACKNOWLEDGMENT
STATE OF IDAHO SS
COUNTY OF ADA
ON THIS � � DAY OF 20Q2 BEFORE ME. THE UNDERSIGNED,
A NOTARY PUBLIC IN AND OR SAID STATE, PERSONALLY APPEARED FRANK S. VARRIALE,
KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING PARTNER OF THE PRIMELAND DEVELOP-
MENT CO. UMITED LIABILITY PARTNERSHIP THAT EXECUTED THE INSTRUMENT OR THE PERSON
WHO EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY PARTNERSHIP, AND
ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY PARTNERSHIP EXECUTED THE SAME.
IN NITNES 111HNIBOF I HAVE H®REG
SET MY HAND2-DWAND YEAR W
THIS CE �CLTEOI{�M9�BOVE
Arm �1
PUBLIC FOR IDAHO
e
AT BOISE, IDAHO+f"Ull- ... T SSION EXPIRES: _
n�• CERTIFICATE OF COUNTY SURVEYOR
1, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO.
HEREBY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH
THE S 90 CODE RELATING TO PLATS AND SURVEYS.
to
•,►N D
NTY SURVEYOR PGIS 6*0
CERTIFICATE OF SURVEYOR
I, MICHAEL E. MARKS, PA-S., DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
SURVEYOR UCENSEO BY THE STATE OF IDAHO. AND THAT THIS PLAT, AS DESCRIBED
IN THE CERTIFICATE OF OWNERS AND THE ATTACHED PLAT, WAS DRAWN FROM AN
ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCUR-
ATELY REPRESENTS THE POINTS PLATTED THEREON IN CONFORMITY WITH THE STATE
OF IDAHO CODES RELATING TO PLATS, SURVEYS AND THE CORNER PERPETUATION AND
FK.ING ACT, IDAHO CODE 55-1801 THROUGH 55-1812.
O�NU
Z�j
O18T
MICHAEL E. MARKS, P.L.S. NO. 4998
`f0 l OT VQ�QbO
e0. 6 • V�
APPROVAL OF CITY ENGINEER
1, BRAD R. WATSON. P.E., CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA
COUNTY, IDAHO. HEREBY APPROVE THIS PLAT.
CITY ENGINEER
APPROVAL OF CENTRAL DISTRICT HEALTH DEP ,.,,,,
SANITARY RESTRICTIONS OF THIS PLAT ARE HEREBY REMOVED ACC
LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER, OR H
T. US
THE CONDITIONS OF APPROVAL.
ADA
b
COL•YTY
ZL
CENTRAL DISTRICT HEAL
ACCEPTANCE OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS
THE FOREGOING ' h•A4 ACCEPTED AND APPROVED 8Y TH BOAR OF ADA COUNTY
HIGHWAY DISO7fiLC_ J.
ON 1H` a DAY Ofl 20,�.
7
? Z S � : CHAIRMAN
\V � ADA COUNTY HIGHWAY DI ICT
�\MIt'�PROVAL OF CITY COUNCIL
I. IIIiI ITer+. G.3�*'A , Sr. CITY CLERK IN AND FOR THE CITY
OF MERIDIAN, ADA CL IDAHO, DO HEREBY CERTIFY TH T ASYTREWLAR MEETING
OF THE CITY COUNCIL HELD ON THE fir_ DAY OF 2EE
THIS PLAT WAS DULY ACCEPTED AND APPROVED.
MCNIUTAN UIT V'LLHK / 1=
11�1L`A4*
CERTIFICATE OF COUNTY TREASURER 'a HAY ,Ord
yi' A6
����- COUNTY TREASURER IN AND F�°MIE�1
OF ADA, STATE OF IDAHO. PER THE REOUIREMENTS OF IDAHO CODE 50-1308,
DO HEREBY CERTIFY THAT ANY AND A�CA DELINQUENT COUNTY
PROPERTY TAXES FOR THE PROPERTY OSED SUBDIVISION HAVE
BEENPAID IN FULL. THIS CER7IFlCATIqt XT THIRTY (30) DAYS
ONLY.
CERTIFICATE OF COUNTY RECORDER
INSTRUMENT NO. /.0.1 h39.r( /
STATE OF IDAHO )
SS
COUNTY OF ADA )
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REOUEST OF
AT `li MINUTES PAST •3 O'CLOCKP-M.,
THIS 1� ~ DAY OF /C_ -� - 20.J!,_ IN MY OFFICE AND WAS DULY
RECORDED IN BOOK l OF PLATS AT PAGESy (Vt AND 9 4lV Z j Y_{
DE TY EX-OFFlgO REC DER
SHEET 3 OF 3
PM \WHR-►y{Aq b U1/MA11
L�(E IDI� N—
APPROVED
DAT 03/03/22
j %UtJ B;R' A 2G22 N22
ADA COUNTY RECORDER J. DAVID NAVARRO 1
BOISE IDAHO 03/11/03 03.42 PM
DEPUTY Nikola Olson
RECORDED —REQUEST OF
Briggs Engineering I I ( 1 AMOUNT 16.00 103039561
fl t
PLAT RECORDING SHEET
INSTRUMENT NO.
BOOK q �0
PAGE b y�
thru
SURVEYOR %�'l./ c-lac,e (
SUBDIVISION NAME c+0 W t-�r
OWNERS /-Ir
AT THE REQUEST OF ; nc 9-C-, V% S
COMMENTS I.C) V2--, 5 2 c-- 3 S i �i /V it / ("�J