HomeMy WebLinkAboutPZ - PP Exhibit and Legal Description STARLING RIDGE SUBDIVISION - PRELIMINARY PLAT EXHIBIT
A PORTION OF THE N1/2 OF THE SW1/4 OF SECTION 4, T2N, R1 E, BM, ADA
COUNTY, IDAHO
CP&F INST. NO.
2019-091022 CURVE TABLE
32 33 CURVE LENGTH RADIUS DELTA BEARING CHORD
5 4 E. LAKE HAZEL ROAD
C1 100.61' 100.00' 57'38'43" S60'58'52"E 96.42'
C2 171.03' 170.00' 57'38'38" S60'58'52"E 163.91'
POINT OF " I n < C3 26.76' 20.00' 76*39*27" S38'56'47"W 24.81'
BEGINNING zlN C4 131.50' 45.00' 16726'04" S6'26'31"E 89.46'
I
CP&F INST. ,
NO. 1110663775 S89'48'13"E 1199.54'\ . N 1/4 SECTION LINE
1/4 E. VANTAGE POINT LN.
30.00� (PRIVATE), VANTAGE POINTE SUBDIVISO N
PRIVATE ROAD 8576
EASEMENT (2.11 AC.) L3
PIGS 8575
-t-E VANTAGE POINT LN."
30' R.O.W. \ -� / z
CIDPARCEL R�8970 10025 \`� 16 U L8 L9
N 0 S. EAGLE ROAD
(LOT 2, BLK 1 VANTAGE POINTE)
M 'M `rWi PROPOSED STARLING RIDGE SUBDIVISION a
m C3 �1 N AREA=60.43 ACRES \ `�
<7�
w I o 60' FARR LATERAL 3
m Z 7EAGLE
EASEMENT PER VANTAGE
3 PARCE1001 POINTE SUBDIVISION PLAT 3
N a Q 1 0 S. OAD ` E: �� �1a'1T30-00'
OT 1, ANTAGE6o vi N89'59'02"W 2593.32' s' CD P
808.46' 1784.86'
CP&F INST. 1/16 SECTION LINE SW 1/16 gBSON NEAGE ES TES CP&F INST.
N0. 9120903 \ \ SUBDIVISION SUBDIVISI GIBSON SUBDIVISION
S 1/16 �` FARR COLUMBIA BLUFFS SUBDIVISION SK 58, PGS BK 119, P BK 58, PGS 5555 - NO. 100021033
SK 58. PGS 5613 - 5614 5555 - 5556 18436 - 18438 5556 I CS 1/16
VANTAGE POINTE
z1
WIWAMS PIPELINE LINE TABLE LINE TABLE
Qq
o EASEMENT PER
cFi LINE LENGTH BEARING LINE LENGTH BEARING
I n
5 4
N SUBDIVISION AND FARR L3 15.00' S8948'13"E L9 183.25' N88'31'55"E
COLUMBIA BLUFFS
SUBDIVISION PLATS L4 52.33' S092'52"W L10 81.09' S37'29'07"E
8 9 E COLUMBIA ROAD L5 172.02' S27'41'49'E L11 160.02' SO'37'03"W
CP&F INST. NO. L6 23.85' S56'09'30"E L12 133.25' S17'36'23"W
2018-055169 L7 135.74' N87-50-30"E L13 273.21' S62'28'31'E
LINE TABLE L8 206.00' N89-55-06"E L14 68.61' SO'09'30"E
L15 16.09' S42'09'30"E
LINE LENGTH BEARING ,O,p,LLANO
Lt 56.29' SO11'47"W 5 rf `sGpL L16 238.87' S76'09'38"E
1-2 68.90' S32'09'30"E o �11
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1111I. c Lan O1t'ions
0' 250' 500' 1000' IN T Icm
Z-z o�v Land Surveying and Consulting
/w- F OF \Gj 231 E.5TH ST.,STE.A
MERIDIAN,ID 83642
ON W. NP (208)288-2040 (208)288-2557 a
w .landsalutians biz JOB NO.21-49
Legal Description
Starling Ridge Subdivision — Preliminary Plat
A parcel being in the N '/2 of the SW'%of Section 4, Township 2 North, Range 1 East, Boise Meridian,
Ada County, Idaho, and more particularly described as follows:
Commencing at an Aluminum Cap monument marking the northwest corner of said N '/z of the SW
% of Section 4 from which an Aluminum Cap monument marking the southwest corner of said SW'%
bears S 0*12'45" W a distance of 2653.35 feet;
Thence S 89048'13" E a distance of 30.00 feet to the northwest corner of Lot 2 in Block 1 of Vantage
Pointe Subdivision as shown in Book 80 of Plats on Pages 8575 through 8576, records of Ada County,
Idaho and the POINT OF BEGINNING;
Thence along the northerly boundary of said Lot 2 in Block 1 of Vantage Pointe Subdivision the
following described courses:
Thence S 89g48'13" E a distance of 1199.54 feet to a ''/2"diameter rebarwith cap#4998 being
the northeast comer of said Lot 2 in Block 1 of Vantage Pointe Subdivision;
Thence along the easterly boundary of said Lot 2 in Block 1 of Vantage Pointe Subdivision the following
described courses:
Thence S 0*11'47"W a distance of 56.29 feet to a 5/8" diameter rebar with cap#4998;
Thence a distance of 100.61 feet along the arc of a 100.00 foot radius curve right, said curve
having a central angle of 57g38'43"and a long chord bearing S 60g58'52" E a distance of 96.42
feet to a 5/8" diameter rebar with cap#4998 being a point of tangency;
Thence S 32g09'30" E a distance of 68.90 feet to a 5/8" diameter rebar with cap#4998 being
a point of curvature;
Thence a distance of 171.03 feet along the arc of a 170.00 foot radius curve left, said curve
having a central angle of 57g38'38" and a long chord bearing S 60058'52" E a distance of
163.91 feet to a 5/8" diameter rebar with cap#4998 being a point of tangency;
Thence S 89*48'13" E a distance of 15.00 feet to a point;
Thence S 0*12'52"W a distance of 52.33 feet to a point;
Thence S 27041'49" E a distance of 172.02 feet to a 5/8" diameter rebar with cap#4998;
Thence S 56009'30" E a distance of 23.85 feet to a 5/8"diameter rebar with cap#4998;
Thence N 87050'30" E a distance of 135.74 feet to a 1/2"diameter rebar with cap#4998;
Thence N 89g55'06" E a distance of 206.00 feet to a 1/2"diameter rebar with cap#7612;
Thence N 88g31'55" E a distance of 183.25 feet to a 1/2"diameter rebar with cap#7612;
Thence S 37g29'07" E a distance of 81.09 feet to a 1/2" diameter rebar with an illegible cap;
dFa11.���®nS Starling Ridge Subdivision-Preliminary Plat
Job No.21-49
(____--�une wrverrog and co"awng Page 1 of 2
Thence S 0037'03"W a distance of 160.02 feet to a point;
Thence S 17036'23"W a distance of 133.25 feet to a point;
Thence S 62028'31" E a distance of 273.21 feet to a point of curvature;
Thence a distance of 26.76 feet along the arc of a 20.00 foot radius curve right, said curve
having a central angle of 76039'27" and a long chord bearing S 38056'47" W a distance of
24.81 feet to a point of reverse curvature;
Thence a distance of 131.50 feet along the arc of a 45.00 foot radius curve left, said curve
having a central angle of 167"26'04"and a long chord bearing S 6026'31"E a distance of 89.46
feet to a 1/2" diameter rebar with an illegible cap;
Thence S 0009'30" E a distance of 68.61 feet to a point;
Thence S 42°09'30" E a distance of 16.09 feet to a point;
Thence S 76°09'38" E a distance of 238.87 feet to a point;
Thence S 0037'03" W a distance of 150.97 feet to a point being the southeast corner of said
Lot 2 in Block 1;
Thence along the southerly boundary of said Vantage Pointe Subdivision N 89°59'02" W a distance
of 2593.32 feet to a point being the southwest corner of said Vantage Pointe Subdivision;
Thence along the westerly boundary of said Vantage Pointe Subdivision N 0°12'45 E a distance of
1326.61 feet to the POINT OF BEGINNING.
This parcel contains 60.43 acres and is subject to any easements existing or in use.
Clinton W. Hansen, PLS NPR LAND
Land Solutions, PC �o s
REVISED: March 10, 2026 55 SST R GPI
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11118
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��iO,�,�,��n� Starling Ridge Subdivision—PLa� reliminary Plat
Qom_,a Lando San. mz and co":um"g Job Pao.ge
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Paage 2 of 2