Z - 20-1910 Ordinance (2020-178119) ADA COUNTY RECORDER Phil McGrane 2020-178119
BOISE IDAHO Pgs=20 KRISTINA LOWRY 12/23/2020 10:32 AM
CITY OF MERIDIAN, IDAHO NO FEE
CITY OF MERIDIAN ORDINANCE NO. 20-1910
BERNT, BORTON, CAVENER,
BY THE CITY COUNCIL: HOAGLUN, PERREAULT, STRADER
AN ORDINANCE (H-2020-0066 APEX) FOR REZONE OF A PARCEL OF LAND
SITUATED IN A PORTION OF THE EAST '/2 OF THE NORTHWEST '/4, ALL OF THE
SOUTHEAST '/4 OF SECTION 31, AND A PORTION OF THE WEST '/2 OF THE
SOUTHWEST '/4 OF SECTION 32, TOWNSHIP 3, RANGE 1 EAST, BOISE MERIDIAN,
ADA COUNTY, IDAHO, ALL OF WEST '/2 OF THE NORTHWEST '/4 SECTION 5 AND A
PORTION OF THE EAST '/2 OF THE NORTHEAST '/4 OF SECTION 6, TOWNSHIP 2
NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO; ESTABLISHING
AND DETERMINING THE LAND USE ZONING CLASSIFICATION OF 384.27 ACRES OF
LAND FROM R-4 (MEDIUM-LOW DENSITY RESIDENTIAL) ZONING DISTRICT R-8
(MEDIUM DENSITY RESIDENTIAL)(264.06 ACRES), R-15 (MEDIUM HIGH
RSIDENTIAL)(76.93 ACRES) AND C-C (COMMUNITY BUSINESS)(43.28 ACRES)
ZONING DISTRICTS IN THE MERIDIAN CITY CODE; PROVIDING THAT COPIES OF
THIS ORDINANCE SHALL BE FILED WITH THE ADA COUNTY ASSESSOR, THE ADA
COUNTY RECORDER, AND THE IDAHO STATE TAX COMMISSION, AS REQUIRED
BY LAW; AND PROVIDING FOR A SUMMARY OF THE ORDINANCE; AND
PROVIDING FOR A WAIVER OF THE READING RULES; AND PROVIDING AN
EFFECTIVE DATE.
BE IT ORDAINED BY THE MAYOR AND THE CITY COUNCIL OF THE CITY OF
MERIDIAN, COUNTY OF ADA, STATE OF IDAHO:
SECTION 1. That the following described land as evidenced by attached Legal Description
herein incorporated by reference as Exhibit "A" is within the corporate limits of the City of Meridian,
Idaho, and that the City of Meridian has received a written request for re-zoning by the owner of said
property, to-wit: Smith Brighton Inc.
SECTION 2. That the above-described real property is hereby re-zoned from R-4(Medium Low
Density Residential)to R-8 (Medium Density Residential)Zoning District, R-15 (Medium High Density
Residential) and C- C (Community Business) Zoning District in the Meridian City Code.
SECTION 3. That the City has authority pursuant to the laws of the State of Idaho, and the
Ordinances of the City of Meridian zone said property.
SECTION 4. That the City has complied with all the noticing requirements pursuant to the laws
of the State of Idaho, and the Ordinances of the City of Meridian to re-zone said property.
SECTION 5. That the City Engineer is hereby directed to alter all use and area maps as well as
the official zoning maps, and all official maps depicting the boundaries and the zoning districts of the
City of Meridian in accordance with this ordinance.
RE-ZONE ORDINANCE APEX-H-2020-0066 PAGE I OF 3
SECTION6. All ordinances,resolutions,orders or parts thereof in conflict herewith are hereby
repealed, rescinded and annulled.
SECTION 7. This ordinance shall be in full force and effect from and after its passage, approval
and publication, according to law.
SECTION 8. The Clerk of the City of Meridian shall, within ten (10) days following the
effective date of this ordinance, duly file a certified copy of this ordinance and a map prepared in a
draftsman manner, including the lands herein rezoned,with the following officials of the County of Ada,
State of Idaho, to-wit: the Recorder, Auditor, Treasurer and Assessor and shall also file simultaneously
a certified copy of this ordinance and map with the State Tax Commission of the State of Idaho.
SECTION 9. That pursuant to the affirmative vote of one-half(1/2)plus one(1)of the Members
of the full Council,the rule requiring two (2) separate readings by title and one(1)reading in full be, and
the same is hereby, dispensed with, and accordingly,this Ordinance shall be in ftill force and effect upon
its passage, approval and publication.
PASSED BY THE CITY COUNCIL OF THE CITY OF MERIDIAN, IDAHO, this 22nd
day of December 2020.
APPROVED BY THE MAYOR OF THE CITY OF MERIDIAN, IDAHO, thi 2ndday of
December 92020.
MAYOR ROBERT E. SIMISON
ATTEST:
CHRIS JOHNSON, CITY CLERK
STATE OF IDAHO,
) ss:
County of Ada
22nd December
On this day of 2020, before me, the undersigned, a Notary Public in and for said State,
personally appeared ROBERT E. SIMISON and CHRIS JOHNSON known to me to be the Mayor and City Clerk,
respectively,of the City of Meridian,Idaho,and who executed the within instrument, and acknowledged to me that the City
of Meridian executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above
written.
Notary Public for Idaho
Residing At: Meridian, Idaho
My Commission Expires: 3-28-2022
i
I
Item #8.
CERTIFICATION OF SUMMARY :
William L.M. Nary, City Attorney of the City of Meridian, Idaho, hereby certifies that the summary
below is true and complete and upon its publication will provide adequate notice to the public .
fA ) JJ h• . t � 6
Wi iam L. M. Nary, City Attorney
SUMMARY OF CITY OF MERIDIAN ORDINANCE NO . 204909
An ordinance (11-2020 -0058 Epic Storage) for the rezone of a tract of land as defined in the map published
herewith; establishing and determining the land use zoning classification from R4 (Medium Density
Residential) Zoning District to C-C (Community Business) Zoning District in the Meridian City Code ;
providing that copies of this ordinance shall be filed with the Ada County Assessor, the Ada County
Recorder, and the Idaho State Tax Commission, as required by law; and providing an effective date . A
full text of this ordinance is available for inspection at City Hall, City of Meridian, 33 East Broadway
Avenue, Meridian, Idaho . This ordinance shall be effective as of the date of publication of this summary.
[Publication to include map as set forth in Exhibit B .]
RE-ZONE ORDINANCE . Epic STORAGE - H-2020-0058 PAGE 3 or;
182
EXHIBIT A
&am
M.51113 1 am&= 9233 WEST STATE STREET 1 801517,111383714 1 209.639.61939 J FAX20&639.6930
August 18,2020
Apex Subdivision
Project No.20-017
Legal Description
ExhibitA
Legal Description for
ApexSubdivision
A parcel of land situated in a portion of the East 1/2 of the Northwest 1/4,all Of the Southeast 114 of
Section 31 and a portion of the West 1/2 of the Southwest 114 of Section 32,Township 3 North,Range I
East, B.M.,all of West 1/2 of the Northwest 1/4 Section 5 and a portion of the East 112 of the Northeast
1/4 of Section 6,Township 2 North, Range I East B.M.,all situated in the City of Meridian,Ada County,
Idabo and being more particularly described as follows:
BEGINNING at a 5/8-inch rebar markingthe Center 1/4 Section 31,Township 3 North,Range 1 East,
B.M.,thence following the southerly line of the East 1/2 of the Northwest 1/4 of said Section 32,
S89'57'15'W a di5tance of 2,328.94 feel to a 5/8-inch rebar marking the Center-West 1/16 corner of
said Section 31;
Thence leaving said southerly line and following the westerly line of the East 1/2 of the Northwest 1/4,
NCO'25'36"E a distance of 1,559.66 feet to a point;
Thence leaving said westerly line,N81'55'55"E a distance of 518,76 feet to a point;
Thence 56.28 feet along the arc of a circilar curve to the left,said curve having a radius of 58.00 feet,a
delta angle of 55'35'50",a chord bearing of S20*49'52"E and a chord distance of 54.10 feet to a point;
Thence 546'52'43"E a distance of 45.40 feet to a point;
Thence 554'18'10"E a distance of 180.18 feet to a point;
Thence 161.54 feet along the arc of a circular curve to the left,said curve having a radius of 588.00 feet,
a delta angle of 15'44'26",a chord bea ring of S62'IV23"E and a chord dista nce of 161.03 feet to a
point;
Thence 570'02'36"E a distance of 107.80 feet to a point;
Thence 519*57'24'W a distance of 12.00 feet to a point;
Thence 570'02'36"E a distance of 14.45 feet to a point;
Thence S61'58'(]S"E a distance of 207,13 feet to a point;
Thence 565'32'50"E a distance of 188,57 feet to a point on the easterly line of the Southeast 1/4 of the
Northwest 1/4 said Section 31;
Thence following said easterly line,500'38'17'W a distance of 1,140.13 feet to the POINT OF
BEGINNING.
Said parcel contains a total of 43.744 acres,more or less.
TOGETHERWITH:
BEGINNING at a 5/8-inch rebar marking Lhe Center 114 Section 31,Township 3 North,Range 1 East,B.M.,
thence following the northerly line of the Southeast 1/4 of said Section 31, N99'57'56"E a distance of
2,601.37 feet to a brass cap marking the East 1/4 corner of said Section 31;
Thence leaving said northerly line and following easterly line of the Southeast 114 of said Section 31,
S00*32'22"E a distance of 226.26 feet to a 5/8-inch rebar on the centerline of Farr Lateral;
ENGINEERS I SURVEYORS I PLANNERS
Page I
Thence leaving said easterly line a nd following the centerl ine of said Farr Latera I the fo Ilowing seven (7)
courses:
1. S38'43'32"E a distance of 61.71 feet to a point;
2. S5rl2'32"E a distance of 444.04 feet to a point;
3. 56D36'10"E a distance of V2.66 feet to a point;
4. S86'OW31"E a distance of 206.22 feet to a point;
5. 573*45'13"E a distance of 301-51 feet to a point,
6. S43'15'53"E a distance of 313.74 feet to a point;
7. S29WIYE a distance of 37.13 feet to a point on the eastedy Ilre of the West 1/2 of the
Southwest 1/4 said Section 32;
Therce leaving said centerline and following the easterIV line of the West 1/2 of the Southwest 1/4of said
Section 32,500'08!25"E a distance of 206.12 feet to a 1/2-inch reharon the easterly boundary of said Farr
Late ra 1;
Thence leaving 5aid. easterly line and following the easterly boundary of said Farr Lateral the following
twelve(12)courses-
1. 22.57 feet along the arc of a circular cu;rve to the right,said curve having a radius of 144.67 feet,a
delta angle of 08'56'24 ,a chord bearing of SS6'50'4V'W and a chord distance of 22.55 feet to a
1/2-inch rebar,
2. S61'18!54"W a distance of 91.61 feet to a 1/2-inch rebar,
1 122.47 feet a lo ng the are of a crcu la r c u rve to th e right, sa id curve havi ng a radi us of 220.0)feet,
a delta a ngle of 3 1'5Y 39",a cho rd bea ri ng of S77'15'42"W and a c hord d ista nce of 120.89 feet to
a 1/2-inch rebar;
4. NBV47'31!'W a distance of 362-95 feet to a 1/2-inch rebar;
5. 59347'OG'W a distance of 26.72 feet to a 1/2-inch rebar;
6. 569'57'44:"W a distance of 12&97 feet to a 1/2-inch rebar;
7. 90.S9 feet alarg the arc of a r1rcular curve to the left, said curve having a radius of 110.00 feet,a
cle Ita a ng le of 47'20'30", a chord bea ring of SW 18!02"W a nd a ch ord d ista nce of 88.33 feet to a
PoTnt;
S. 64.48 feet a[org the arc of a crcular curve to the left, said curve having a radius of IMOG feet,a
delta angle of 33'35'03�', a chord bearing of SOS'50'15"W and chord distance of 63.56 feet to a
1/2-inch rebar,
9. SIO'5745"E a distance of 410.17 feet to a 1/2-inch rebar;
10. 114,95 feet along the arc of a circular curve to the left,said curve having a radius of 140.00feet�a
delta angle of 47'02'41", a chord bearing of 534*2-9'08"E and a chord distance of 111.75 feet toa
1/2-inch rebar;
11. S58'00'3r E a dista nce of 2 19-85 fe et to a 1/2-i nch rebar;
12. 569*55'45"E a distance of 503.32 feet to a 1/2-inrh rebar on the easterly line of the West 1/2 of
the southwest 1/4 of said SectiGn 32;
Thence leaving said easterly boundary and following easterly Jine of the West 1/2 of the Southwest 1/4 of
said Section 32,SWI(YO2"E a distance of 431.17 feet to a 5/8Anch rebar common to Section 5,Township
2 North Range 1 East, B.M.,and Section 32,Township 3 North Range 1 East, B.M.�
Thence leaving said easterly line and following the easterly line of the West 1/2 of the Northwest 1/4 of
said Section 5,SOW01!43"E a distance of 2,677.88 feet to the Center-West 1/16 corner of said Section 5;
PAGE 12
Page 2
Thence leaving said easterly line and followirg the southerly line of the West 1/2 of the Northwest 1/4 of
said Section 5,N89*52'38"W a distance of 1,329.65 feet to a brass cap common to Sections 5 and 6;
Thence leaving said southerly line and following the southerly line of the East IP of the Northeast 1/4 of
said Section 6,N89'22'STW a&stance of 1,304.25 feet to a point;
Thence ieaving siald southerly line,NOC'43'55"W a distance of 111.26 feet to a polint;
Thence NOT2(Y23"W a distance of 549.25 feet to a point,
Thence N8734�26"W a distance of 13.49 feet to the we5terly line of the East 1/2 of the Northeast 1/4 of
said Section 6;
Thence following the westerly line of the East 1/2 of the Northeast 1/4 of said Section 6, \1100'02,06"W a
distance of 66.73 feet to a point on the westerly right-of-way line uf the Rawson Canal;
Th.eirre leaving said westerly line and following the westerly right-of-way line of said Rawson Canal the
following nine(9)courses:
1. N78'25'55"E a distance of 161.21 feet to a point;
2. NW55'20"E a distance of 74.17 feet to a point;
3. N31'51'12'E a d1stance of 92.01 feet to a point;
4. 1\1110'251C�E a distance of 381,33 feet to a poirit;
5. N05'25'52"W a distance of 106-26 feet to a point,
& N18'56'20"W a distance of 287.65 feet to a point;
7- N32V8'38"W a distance of 91.83 feet to a point;
S. N6 1'32'57"W a distance of 104-61 feet to a point;
9� N745YO5"W a distance of 44.02 feet to a point,
Thence leaving said westerly right-of-way line, N00112'06"W a distance of 890.79 feet to a poirt on the
ric)rtherly line of the Ncorthew 1/4 of said Section 6,
Thence followingsaid northerly line,N89'42'21"W a distance of 1,370.00 feet to a 5/8-inch rebar common
to Section 6,Township 2 North Range I East,B.M.,and Section 31,Township 3 North Range I East,B.M.;
Thence leaving said northerly line and foflowing the westerly'ine of the Southeast 1/4 of said Section 31,
NOW16'52"E a cli-sta n ce of 1,342.44 feet to a 5/8-i nc h re ba r m a rki ng the Center-So uth 1/16 corner of said
Section 31;
Thence NOO*16'52"E a distance of 1,342.44 feet to the POINT 011'BEGINNING.
Said parcel contains a total of 366.1�4 acres, more or less.
Said description contains a total of 409,938 acres,more or less.
... 12459
14
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PAGE 13
Page 3
12
1318.94
Title: Apex Subdivision Date: 09-17-2020
Scale: I inch--300 feet File: 200817 Apex Subdivision Legal 20-017
Trad 1: 43.744 Acres: 1905504 Sq Feet:Closure=s57.2522w 0-01 Feet- Precision-1/452791 8� Furimeter 5510 Feet
001=s&9,5715w 1318.94 006=s54.18 1 Oe 180.18 01 I=s6l.5805e 207.13
111=11INZ 154426
002=nUO.2536c M8.66 103 012=s65.3250e 198,57
003=nS 1.55 55e 518.76 008=00,0236e 107,80 013=00.3817w 1140.13
M
3550
009�sI9.5724vv 12.00
005�06,5243r,-45A0 G10=s?OA2I6e 14A5
Page 4
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OR
n99*5X33"w
1304.25 1329.65
Title: Apex Subdivision Date�08-18-2020
Scale: I inch= 1000 fmt File:200817 Apex Subdivision Legal 20-017
Tract 1; 366.194 Acres: 15951396 Sq Fept-.Clmure=550.3758c:0,02 Fw� Precision>1/9999"; Perimeter 19597 Feet
00 1=n89.5756e 2601.37 016�s69J744w 129-97 031=08.2555e 161.21
DI )G Ddt-47 2030
002�00.3222e n626 "n.J� 032=n545520,e 74.17
003-s38.4332c 61�71 Bn M336 033�01-51 12e 92,01
004�61.1232e 444.M 01 9�sl 0,5745e 410.17 034�m 10 25 1 Oe 381,33
02.D:�k R=140.190 DdtR=47 024 t
005=s60.3610e 272.66 Bn"4.290k,c�d=]I 1.7� 035=nOS.2652w 10C26
OC6=s86.043 I e 206.22 021=08,0%je 219.85 036--n 18.5620w 2S7-65
007=03,451,3e 301.51 022-s69,5545e 503.32 037=n32.0939w 91.83
008�sO.1553e 313.74 023=sOD.1OU2e43L17 038=n6i.3257w 104.61
009==s29.01]3e 37A3 024--sOU.0143e 2672.88 039�04.5905-w 44,02
0 1 0=00.0825c 206,12 025�n89,5233w 1329-65 040�00.006w S90.79
011 R ;,1,44-67,��lp-.OIJON
�6 " 026--n99.2250w 1304.25 041=n89,4221w 1370.DO
B 56 0�
0 12-s61,1354w 91-61 027=nOO.4355w 111.26 042-nOO,1652e 1342.44
M=n 1.5339
120.89 029�nffl.2023w 549.25 043=00,1652c 1342.44
014�ng&473 1w 362.95 029--nS7.3426w 13.49
0 1 5-A3.4706w 26.72 030=nOO.0206w 66.73
Page 5
km
9233 WEST STATE STREET I BOISE,ID83714 I 2CS.639�6939 I FAX208.639,6930
April 2,2020
Project No.2MI7
Exhilibtit A
Legal Description for
Rezone to R-9-North
Apex Subdivision
A portion of the Cast 112 of the Northwest 1/4,a portion of the Southeast 1/4 and a portion of the
Northeast 1/4 of the Southwest 1/4 of Section 31,Township 3 North, Range 1 East, B.M., City of
Meridian,Ada County, Idaho and being more particularly described as f0lows:
BEGINNING at a 5/8-Inch rebar ma rking the Center of said Section 31,thence following the northerly
line of said Southeast 1/4 of Section 31, N89'57'56"E a distance of 2,601.37 feet to a brass cap marking
the East 1/4 corner of satc!Section 31;
Thence leaving said northerly line and follDwing the easterly line of said Southeast 1/4,500'32'22'F a
distance of 1,419.94 feet;
Thence leaving said easterly line, N89'42'21"W a distance of 1,423-17 feet�
Thence 500'16'52"W a distance of 620XC feet;
Thence N89'42'21"W a distance of 1,198-50 feet to the weste rIV line of said 5outheast 1/4;
Thence following said westerly line, NOO'16'52'E a distance of 69144 feet to the Center-South 1/16
Forner of said Section 31;
The nce le avi ng sa i d we st e rl y I i n e,S8 9'5 2'08'F a d ista nce o f 62.50 feet�
The nce NOU'l G'S 2"E a d!sta ri ce of 8 9 5�00 feet;
Thence 199.42 feet along the arc of a circular curve to the left,said curve having a radius of 280.0 feet,
a delta angle of 4W48'25",a chord bearIng of N20*07'20'W and a chord distance of 195.23 feet;
Thence N40'31'33"W a di5tance of 241-33 feet;
Thence 198.79 feet along the arc of a circalar curve to the left,said curve having a radius of 230.00 feet,
a delta angle of 49'31'13",a chord bearing of N65'17'09'W and a rhord distance of 192.66 feet to the
soutberly 11ne of said East 1/2 of the Northwest 1/4 of Section 31;
Thence following said southerly line,S89'57'15"W a distance of 98U6 feet to a 518-inch rebar marking
the Cente r-We5t 1/16 co r ne r of 5 a�d Sect a nt 3 1;
T h e nce lea v i ng s aid so ut h e rly I i ne a n d fo 1:owi ng the weste rly I i ne of s a Id Fa�;T 1/2 of the Northwest-1/4,
NOO'25'3 6"E a d ista n ce of 1,558.G6 feet;
Thence leaving said westerly line, N81155'55"E a distance of 518.76 feet;
Thence 56.28 feet along the arc of a c[rcular curve to the left,said rurve having a radius of 58.00 feet,a
delta angle of 55*35'5C�',a chord bearing of 520'49'52'E and a chord distance of 54.10 feet;
The n ce S46'52'43'E a d i5ta n ce vf 45.40 f�e t;
The nce S54'18'10'E a d 1 sta n ce of 180.18 f eet;
Thence 161.54 feet along the arc of a circular curve to the left,said ctirve having a radius of 588.00 feet,
a delta angle of 15'44'26",a chord bearing of 562'1(Y23'E and a chord distance of 161�03 feet;
Thence S70'02'36"E a d[starlLe of 107�80 feet;
The nce 5 19'5 7'24"W a d ista n ce of 12.00 fe at;
Thence 570'02'36"E a distance of 14AS feet,
Thence 551'58'05"E a distance of 207.13 feet;
Tfience SGS'32'50"E a distance of 189.57 feet to the easterly line of said Last 112 of the NoTthwest 1/4;
Page 6
Thence following said easterly line,S00'3VITU a distance of 1,140.13 feet to the POINT OF
BEGINNING.
Said parcel contains a total of 144.78 acres, more or less.
Attached heretols Exhibit Band by this reference is hereby made a part of
KL
12459
OF
Z. 'B
-7--70 21D
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,,,,j-55'S5'E L2
BRASS CAP LLJ
51 B3 NORTH 1/4 CORNER SECTION 31
L5
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NOG'38'1 7E
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4-
Z C-W 1/16 CORNER BRASS CAP
SFCMN 31 EAST 1/4 CORNER
EA T 0
POINT OF BEGINNING 'OF SECTION 31 0 :3
5/8-INCH REBAR N Lo 0 'n�
CENTER OF SECTION 31 BASIS F BEARING� CU X
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950.26' N89'57'� "E 2601-37" 32 0)
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ALUMINUM CAP Z
WEST 1/4 CORNER SEC-rION .31 N4D'31'33-W a
241�33' Rezone Area. 144.78±AC.
4,5
All of 51131244500&p-ortlon of R7824220042, X q)
LU uj �n
S113141720.0,S1131438400 &S1131417251 >
Current Zoning:RUT&R-4 0
41Y N = , 4
Proposed Zoning�R-8 CD 0
Ln
DATE' MARCH 2D20
'A
PROJECT- 20-017
SHEET:
Ll
I OF 2
5/8-INCH REEAR Ll N89'42'21'W 1423.17'
C-S 1 116 CORNER
OF SEC`nQN 31
N89'42'21'W 1196-50' km
I MUM
0 -300 500 1 ENGIKE RS-SURV 5-PIANMERS
9233 WE5T STATE STREET
ONE.IDAH083714
SCALE: 1"=600' PHONE(20S I 639'sm
I F0 12DOI 639-6350
Page 7
kin
9233 WEST STATE STREET I BOISE,ID 33714 1 209.639-6M I FAX 208-M.6930
April 2,2020
Project No-2"17
EPdhibft A
Legal Description for
Rezone to R-43-5outh
APeX$Vl)aiviSi*rk
A 0 rCel Of Nnd siviated!in a portion of the West 1/2 of the Northwest 1/4 of Section 5 and a portion of
tl�le East 1/2 of the Northeast 1/4 of Sect-iori 6.Township'Z North, Range I East B.PA-,City of Meridian,
Ada County, Ida ho and beling more particularity described as follow,%,
Cornmen ceinig at a brass cap markI ng the co rner corn mon to Sectio ns 5 and 6,Township 2 North.Ra nge
I East and-lieC60715�1.aAdl 32,Townshlp a North,Range 1 East which bears 589'42'21'E a dii5ta rK%-of
2,W.00 feet from a 5/8�inrh reW r rna0ing the North 1/4 corner of said Section 6,thence following the
easlerly line of ttie Northea st 1/4 Gf said Section 6,SDO*04'35"E a d istance of 661.-"f`L-et to the POINT
OF BEGIN N ING.
Thence leaving said easterly linE,N89'5 V42"I a&StaXe of 966-Oa Net,
Thence N41'51'13'E a distanoe of�947-3,7 feet to the easterly line of said West 1/2 of the Northwest 1/4
Of 5ection 5-r
Then Ce 1O110WiflC S@ id e2 sterky line,SCKY'01'43�E a d islance of 2j42 1-%feet to t he Center-West 1/16
ra rner of said Section 5,
7henre IL-aVi rtg said easteply lincz and fol IgWioe ft southerly line of sald West 112 of the Northwest 1/4
of Section 5,N89,5 2 r�8"W,(jig',rice of 1'a29.65 feet to a bras ca p rnarl6ng the WL-5t:1/4 comer-of 5a id
-�eCt�(in 5(East'AJ4 rorner of sail Section 6);
7hence leavl rig said so Lithe rly I i nee of the We5t 112 of the Northwest 114 of Sect i"5 a rid following the
wtithe rIV ii ne of sa id Ea st 112 Gf the No rtheast 114 of Section 6,N89'22'50"W a d Islance of 1,3(A-25
feet-,
The nce leavi rkg 5aid southe rly 1i rker N00�43'SYVV.2 d Istanca Of 111-26 f ffet',
The nce NOTZD'2 Y W a d igancr-of 549-25 fee t'-
The nce N87'34'2 S�V 2 d I.Sta[IC2 of 13-49 f eet to the westerly I ine of sa id E ast 112 a f the Northeast IJ4
of Section 6;
ThenrQ fol lowi rkg raid westeriV 5ne,N 00"02'06"W a d Ista rice of 66-73 feet to the westerly rIght-cf-way
line of th&Rawso n Can a 1;
Thence leavi�ng 5a id weste rly I i ne a n4 fol lowi rkg"id we-5terly right-of-way I i"the tollowi ng courses-
I. N7 9'2 5'55'E a distance of 16 1.21 Feet
'2. N54'55'20"E a distance of 74,17 feet,
3. Nal'SV�2"I!a distance of 92.01 feet,
4, N 10'2Y10"E a distionce of 381.3 3 feet,
5. N05'26'52'W a distance of 106.2 6 feet;
-6- N 19'56'2CYW a distance of 287.65 feet;
7. N 32*C8'3VW a distance of 9 1.8a feet;
-R. N61'32'57"W a distance 0104.61 fee�;
9, N 74'59'05"W a distarloe Of 44J�2 Feet,
ThenCe leaving said we-qerlly rlight-of-waV I i n P,NG0602'06"W a d istance uf 396.78 fe et;
E"GINEERS I SURVEYORS PLANNrRS
Page 8
The nre 599'42'20'E a dist-a rice of 796.96 feet;
Thence S00'04'35"E a distance of 252-00 feet-P
Thence S89'4Z'20"E a distance Df 473AO feet to the @as1@r1V line of said East 1/2 of the Northeast 114 of
Sertion 6(westerly Iiije of soi(I wimt 1/2 of tha Northwest 1/4 of Section 5),
Thence folllawiq sold easterly line(and sold westerly line), M00'(1435"W a d1stance of$4.63 feet to the
POINT OF BEGINNING.
$a Id parcel contain&a total of 119.28 EvcreSr rnvre a r less.
Amched hPreto i5 Exhibit B ard by thils reference is hereby made a part of,
fj
12459 c,
41
OF %
q.
PAGE 2
Page 9
BASIS OF BEARING
31 9'42'21"F 2W,00' ELAKEHAZELRD 31,,,.32 T.31N., R.1E.
6 1370.60'— 6 'S T-2N., RA E.
POINT OF COMMENCEMENT CREBAR
1�54/R-INCH REBAR BRASS CAP WEST 1/15 ORNERY _r_ -0 -0
NOM 1/4. CORNER N[W CORNER SECTION 6 SEC'nON 5 AND
Senom 6 RE CORNER SECTION 6 SECTION -32 e
0 m
V)
b
01
En C? c:
S89'42'20-E 796,...96' = .2
REWINNING Ln
0 d, tj
FZ 4- Ld,
c'j 6 (D -1
51 m
473.40' 0
L9 LINE TABLE Lei
X
LINE BEARING DISTANCE
CL r
Rezone Area. 119.28±AC. Ll N8734'26'W 13.49 co 0
Z
N 1 B15 6,20V Portion ofS1406110015, -
L2 NV02'0" 66.7Z 0
26-7.65' All of S1406110350 and
a Portion of 51405212410 U N78'25'55'E 161.21 !E
Current Zoning:R-4 x
L4 N!W155'20"E 74.17 LU
Proposed Zonlrkg:R 9
L5 N31'51'12'E 92-01 Lj
4�:!
U) L6 NS'26'52W 106.26 Z
> L-7 NZ5ToB',)a'W' 91.&3
p MTE' MARCH 20ZD
ED L8 N61'32'57"W 104.61
L4 �qj�- PROJECT 20-017
Ln U N74'59'05"W 44,02
Z) SHEET�
Ll b
0 LIO SO'04'35' 1 OF I
E
Ll I NO04'35W
NO(Y20'23'V
549.25' 1 tL12 NST22-WW
0 200 400 800 BRkSS CAP "as
W 1/4 CORNER SECTION 5
1/2-INCH REBAR SCALE: 1"=400' E 1/4 CORNER SECTION 6 kill
GmEmmm
C-E 1/16 CORNER NOV43'55"W C-W 1/16 CORNER ENGINEERS-SuRvkvoR�.PLANNERS
SECTION 6 111,26' SEnc)N 5� 9233WFSTSWISTREEr
N89'22'50'w 1304.2.5'
6 N89,52'38'W 1,329AV
L--L1 2 FAK(ZUS)6W.69M
Page 10
km
9233 WEST STATE STREET I 901SE,11D83714 1 208.639.6939 1 FAX208.639-6930
April2g,2020
PrDject No.20-017
Exh[bit A
Legal Description for
Rezone to R-15
Apex Subdivision
A parcel of land situated in a portion of Vie South 1J2 of the Southeast 1/4 of Section 31 and a portion
of the Southwest 1/4 of the Southwest 1/4 of Section 32,Township 3 North,Range 1 East,B.M.,and a
portion of the Northeast 114 of the Northeast 1/4 of Section 6,Township 2 North,Range I East B.M.,al I
situated in the City of Merld[an,Ada County,Idaho and being more particularly described as followv
BEGrNNING at a 5/9-inch rebar marking the corner common W Section 31,Township 3 North,Range 1
East,and Section 6,Township 2 North,Range I East,which bears N89042'2 1"E a distance of 2,640.00
feet from a 5/5-inch rebar ma rk[ng the Southeast 1/4 corner of said Section 31;
The nc-e following the westedy line c)f the Southeast 1/4 of the Southeast 114 of Section 31,NOO'16'52"E
a distance of 660,00 feet;
Thence leaving said westerly line,589'42'21'E a distance of 1,198.50 feet;
Thence NOIY16'52"E a distanice of 620.00 feet;
Thence S89*42'21"E a distance of 1,971.82 feet to the easterly boundary of the Farr Late4-al;
Thence following said easterly boundary the foJlowing courses�
1. 64.48 feet along the a rc of a circuJar curve to the left,said curve having a radius of 110-00 feet,a
delta angle of 33'35'03",a chord bearing of 505'50'15"W and a chord distance of 63.56 feet to a
112-inch rebar,
2. S10'57'45"E a d[stance of 410-17 feet to a 1/2-inch rebar;
3. 114.95 feet along the arc of a circular curve to the left,said curve having a radius of 140.00 feet,
a delta angle of 47'02r4l",a chord bearing of S34'29'iO8'E and a chord distance of 111.75 feet
to a 1/2-inch rebar,
4. S58'00'310E a distance of 219-95 feet to a 1/2-inch rebar;
5. S69'55'45"E a distance of 503-32 feet to a 1/2-inch rebar on the easterly line of said Southwest
1/4 of the Southwest 114 of Section 32;
Thence following said easterly line,S00'1Cr02"E a distance of 430.90 feet to the southerly line of the
Southwest 114 of Section 32;
Thence following said southerly line,N89'57'46"W a distance cf 641.22 feet,
Thence NGO'06'18"W a distance of 124.99 feet;
Thence N47'51'44"W a distance of 79736 feet;
Thence N89'42'2 1rW a distance of 775.42 feet,
Thence SCO'16052'W a distance of 1,154.01 feet;
Thence N89'42'20"W a distance of 587.77 feet,
Thence NOO'02'06"W a distance of 494-01 feet to the southerly line of the Southeast 1/4 of Section 31;
Thence fcRowing said southerly line,N99'42r2 1"W a distance of 1,370.00 feet to the POINT OF
BEGINNING.
Page 11
Said parcel contains a total of 76.93 acres, more or less.
Attached hereto is Exhibit Band by this reference is hereby made apart of.
" 11
C4 �d
CA M
OF
, IB3
do
LEGEND
FOUND BRASS CAP
M
5/8—INGH RERAR
A CALCULATED POINT Lr) C
r-I Ln M
REZONE BOUNDARY 0 500 1000 1500 -4
EXISTING PARCEL LINE I Q� C ;4
P Ian Sca I e:V 500' 0 �: 2
—SECTION LINE 41 0 In
aj .17
CURVE TABLE C: 5;
0 LO
CURVE RADIU5 LENGTH DELTA CHORD ORG CHORD (3)
M
V)
C1 110.00' 64.48 33,35,03, S5150115"M 5156,
>C
140.00' 114.95' 4TO2'41 $34729'08"E 111.75' 1� Q) 'j LO
C2 4- CL OJ U
3 < 4D
589'42'21"E 1971M'_
LU
LA C1
Rezone Area:76.93±AC_ 0
'C-4
Portion of S11314384DO,51131438900' :0;
S1131417251r 511323258M&S140611WIS SD
N Current Zoning�R-4
Proposed Zoning:R-15 cl�
rq E587 QO'3 I'E
S89*42'21"E 1195,50' 775.42'
NB9-42'21'W VAIE' APRIL 20211
1%5.4 PNIECT; 20-017
31�1 SHEM
1 OF I
to M
N0906118"w
BASIS OF REARING
12k99
2640.00' ;r T�3 N., R-1 E, 3 2 M
6 N 9'42'21'W 1370.00' P 7.2N., RAE� 9'57'46W 541.2
E LAKE HAZI EL RD
P T BRASS CAP
IDIN IF BEGINNING 0
518_1 C 0 SE CORNER 5/8—INCH REBAR
NIGH RE13AR to
SECTION 31 WEST 1/16 CORNER
SOUTH 1/4 CORNER SECTION 31 SEMON 5 AND 32 ENG NEEPS SURVEYORS PLANNERS
587,77' 9233 WF.3T.STATE MtEET
BOISE,IDAHO 85714
NBW42'2C)'W PHONE(2041539-cm
FAX(20aj 629 09M
Page 12
km
r4,Trc7M7=- 9233 WE5TSTA7E STREET I 13015E,053714 1 M8,639.6939 1 FAX208.639.6930
April 29,2020
Project No.20-17117
Exhibit A
Legal Description for
Rezone to C-C
Apex 5ijbdivision
A parcel of land situated in a portion of the Southeast 1/4 of the Southeast 1/4 of Section 31,a portion
of the Southwest 1/4 of the Southwest 114 of Section 32,Township 3 North,Range I East,B.K,and a
portion of the Northwest 1�4 of the Northwest 1/4otSection 5,and a portion of the Northeast 1J4of
the Northeast 1/4 of Sectlon 5,Township 2 North,Range I East B.M.,ail situated in the City of Meridian,
Ada county, Idaho and being more particularly described as follows:
Cornmen&g at a brass cap marking the Northwest corner of Section 5,Township 2 North,Rainge I East,
which bears N89'57'04"VV a d1stance of 1,331.87 feetfrom a found 5/8-inch rebar marking the West
1/16 conner of said Sections 5 and 32;
Thence following the northerly line of said Northwest 1/4,S89'57'04"E a distance of 690.66 feet to the
POINT OF BEGINNING;
Thence continu[ng along said northerly line,S89*57'04"E a distarice of 641,21 feet to a found 5/8-inch
rebar marking the West 1116 cornerof said Sections 5 and 32;
Thence leaving said northerly line and following the easterly line of the Northwest 1/4 of the Northwest
1/4of said Section 5,SGO'01'43"E a distance of 250.92 feet to a polrit;
Thence leavfng said easterly line,S41'51'13'W a distance of 547,17 feet to a point-,
Thence S89'53'42"W a distance of 966.03 feet to a point on the westerly Ifne of sa�d Northwest IL/4;
Thence following said westerly line,1100*04'35"W a distance of 167-37 feet to a point;
Thence leaving said westerly line, N89'42'20"W a d[stance of 632.58 feet to a point;
Thence NOO'16'52"E a distance of 1,154.01 feet to a point;
Thence S9942'21"E a distance of 775.42 feet to a point;
Thence S47'51'44"E a distance of 797.36 feet to a point;
Thence SCO'05'18"E a distance of 125.13 feet to the POINT OF BEGINNING.
Said parcel contains a total of 43.28 acres,more or less.
Attached hereto is Exhibit B and by this reference is hereby made a part of.
12459
0 F
L
Page 13
BRASS CAP .6
LU
LAST 1/4 CORNER -4
SECTION 31-\ 32
Z
14
S89'42'21"E 77! j
0 300 600 9DO
Plan Scale�1" 300' 0 c
-1, 0 tn c IZ
QjP�
N r U
0
Z
Z N
L9 0 aj -0
of :3
Ln E2
c� Ln
POINT OF COMMENCEMENT
5/a- REBAR CO x M
125.13' 5 & 32
FOUND BRASS CAP SI)0*06'1 8"E WEST 1/16 CDR ER 4� CL
31 SE CORNER SEC71DN 31 SECTIONS 3 <
31
cq 559'42'21'E- k32 T.3N.. RAE, BMW S89'57'04"E 641.2 1' !E CD
6 _ �`) — — — — — x
2W.00' T.2N., RAE. 1331.87' LU
E LAKE HAZEL RD BASIS OF BEARING
POINT OF BECINNING
Z
I 1L, S00'D1'4.3'E
N M 250.92' LIJ
Rezone Area:43.28±AC.
Portbn of S1 18 1417 2 51,S1 117 32 5800, w CT"I
S
s8"57'04"1
)N
S
34
-2
3
2
0
3 00
P I a"Sca'e'
(5.113.'E
q -7
n: Sco 125.13.
3 .1 E 0�66.
2 T;.32 �a E. —6g
2
133 -117;
55'3 BE R
5 OASIS OF -A ING
OA 1 0
Soo.
D 1-4 3
250.92
8ilA'
b c
C) S1405223000, S140611001S
En Current Zoning:R-4 .0
proposed Zoning:C-C
DATE; APNL 2MQ
III-011
NSO.42'20'W 682-58' MOO`04 35
167.37' SHEET:
111011
OF I
S89'53'42'W 966.03'
LEGEND
FOUND BRASS CAP
5/6-INCH REBAR
A CALCULATED POINT
�REZONE BOUNDARY ENGIN EER.5.SuRVUORS.RANNERS
923.3 WEST STATE ST14E
EXISTING PARCEL LINE BOSE,IDAHO 9�714
615 PMNE(209)639 6939
SECTION LINE FM(208)639��30
Page 14
EXHIBIT B
51 B.7V BRASS CAR
NORTH 1/4 CORNER SECTIDN 31
Ls
\1--NOIr3W I 7"E
L6 t! <
0
z
0
LLP
kn
0
5/8—=A RE13AR
C-W 1/16 CORNER BRASS CAP 41 0 C6
z SECTION 31 (1)
EAST 1/4 CORNER
OF SECTION 31
POINT OF BEGINNING
N V) 0
5/8-IMCH REEIAR o-
CBC-ER OF SEC1`1ON 31 BASIS OF SFARING aj X
N89',' E D,601,37, cr_ ci 2i
32 1 CL r!
EA%,1/4
8 R
S 115" F-
S '
ALUMINUM CAP z
rn
WEST 1/4 CORNER SECTION 31
241.33' Rezone Area; 144.78±AC.
4�5
All of 51131244500&portion of R7824220042, x r-I I
LU LU Uj �0
S1131417200,5113143WO &S1131417251 a
Current Zoning.RUT&R-4 .4
PrOP05ed Zoning!R-8
�; .2
4�q
I
DA-F. Y"CH ZVO
PADIGCT- 20 0o
SHEET:
Ll N89'42-21'W 1423.17- 1 OF 2
5/8-INCH NREBAR
� , �'jn .
C-S 1116 CORNER P N
OF SECVON �il 'i
Nag'42'21-W f195,EO'
0 300 5100 1200
9233 WMT5TPLTE STRIM7
"5E.IDAHO 83714
SCALE: 1"=600' PHON S fZM)639-GM
X(M]6394930
APEX H-2020-0066
EXHIBIT B
BASIS OF BEARING 2
31 9'42'21"E 2640,00' 1 LAKE HAZEL RD 31 2 L.LN
T
6 1370.00' 5 !14 .2 R.1 E.
POINT OF COMMENCEMENT 5/8-INCH REBAR
r
5/6-INCH REUAR BRASS CAP WEST 1/16 CORNERY o
n�n SECTION 5 AND
INORTH 1/4-CORNER NW CORNER SECTION 5 Nib, d
SSarCN 6 WE CORNER SECTON 43 SECTION 32 0
'D un
b
S89'42'20'E 796.96' rUlNi lut
MINN Mr,
1jr 0
NW53'42"E 966.03'
See,
42'
473.40'
L9 LINE TABLE
(D X
UNI BEARING
I D15TANCE
Rezone Area.119.28±AC. CL t:
Ll N87-34'26'W 13.49
Portion ofSI406110015,
L2 N902-06-W 66.737 :Ll
Al I of S 14061103 50 a nd -0
a Portion of 51405212410 L3 N78-25-55-E 16 1�21 :E
C u rre r t Zon Ing:R-4 x
L4 NW55'20"E 74.17 LU v
Proposed Zcnlng�R-8
�u
L5 N31'51'12"E 92-01 LU
LG N5�26'52W 106.26 .2 Z
0
L7 N32,oB'38'W 91.83
nATE' MARCH 200
LB N61'32'57"W 104.61
L4 N PmEcr. ZO-017
L9 N74*511'05'11 44.02
lHEET,
Ll 0 LIO SO'04'3!5'E 2,52.00 1 OF 1
Lll N904'35"W 84.63
NOO+20'23'V —
549.25' L12 Kgg'22'50'W 17.75
0 200 400 Boo BRkSS CAP
W 1/4 CORNER SECTION 5
W "
37CALE: I:"=40:0' E 1/4 CORNER SEC-110N 6
1/2-INCH REBAR
N
C-E 1/16 CORNER NOCT43'55W L C-w 1/16 CORNER EMGINEFAS-SVftV�VORS,FLANNERS
SECTION 6 111.26' SECTION 5 9233 WEST SIAM�r—
NBT22'50'W 13044-25' 6 5 9,65' bul5k.IDOUB3714
N89*52'38'W 132 PlIGN E(ZDE)639-6939
L-Ll 2 'A-(Z95)6W-5930
APEX H-2020-0066
EXHIBIT B
LEGEND
FOUND 13RASS CAP
5/8—INCH REBAR
A CALCULATED POINT Ln
REZOINE BOONDARY Soo 1Quu 1500 m
EXISTING PARCEL LINE
Plan Scale:1" 500'
—SECTION LINE 41 0
CURVE TABLE
0 _0 "
CURVE RADIU5 LENGTH DELTA CHDRDBRG HORD
D
V1 0a
01 11 CLOD' 64-48, 33*351031 S5*50,15"W 63-55, 14
C2 140-00' 114.95' 4TC2'41- S34!29'08-E 111.75-
_C� <
iE
589'42'21-E 1971.a2'— x
U-i
LA C1
Remne Area;76.951 AC_ m
b Portion of 511314384M S11314389,00,
513.31427252,511,32325800,&51406110015 L'
Current Zonln&�R-4
Proposed Zoning:9-25
0 0
1198.50' 775.42" CL
NB9-42'21'W DATE:
dk� FROKET 20017
SHEET!
1 OF I
14
10
m
BASIS OF BEARING
124M'
2840.00' T,31M_ R.1 E
(A
6 N89'42'21"W 1370.00' 7.2N., R.1 F. 6q BRASS CAP N89'!57'46*W 641.2
E LAKE HAZEL RD
POINT OF BEGINNING
/R Im. SE CORNER 5/8—INCH REW
5 B—INCH RE13AR SLG1ION 31 RMCOMM M.
SOUTH 1/4 CORNER SECTION 31 WEST 1/16 CORNER
M SECTION 5 AND 32 EM51NEE�-SURY�.PLPNMER5
587.77" 9213 WET STAW STREET
8015F,IMHD837M
PHONE P081 539-eM
F�(NMI 6394?RM
APEX H-2020-0066
EXHIBIT B
URASS CAP
LU I
EAST 1/4 CORNER-\ =
SECTION 3, 32
SR9'42'21'E 77 j v
I
u
0 3(10 600 900
0 Plan Scale:1" 300'
0
Qj
u
0
P4 z
aj -a
�Z�;j CC :3 Ln
E2
b 5/8- REBAR x
604 POINT OF COMMENCEMENT
FOUND FIRASS CAP Suew'18"E WEST 1/16 CORNER 41 (V J -
SE CORNER SECTION 31 SECTIONS 5 & 32 0 0
S8W42'21'E 31 ,32 T.3N.. R.1E, agmul S89'57'04"E 641.21' �E
>e Co
2W.00, T.2N., RAE. 1331.87' Lu
5 vI a
E t.AKP HAM RI) 6 POINT OF BEGINNING BASIS OF BEARING
z
0 250.92'
Rezune Areii:43.281 AC.
II ofS113141725L S1132325800�
S1405
223000,&S140611GOIS
Current Znning:R-4
Proposed zolling:C-C
125 13)
T P.IE, 'go�66'
�.32 R.'E.
DATI; A1111 1111
N89�42'20'W 682.68' N0Q'Q4 35 W PROJECL 2"17
167.37' SHEET:
1 OF I
S89,53'42"W 966.03'
LEGEND
FOUND BRASS CAP
5/6-INCH REBAR lam
A CALCULATED POINT MMEMEM
,REZONE BOUNDARY ENCINEEIL$-SUIVEVOM-�N�RS
92�3WE$ISTATE5"EH
EXISTING FARCEL LINE "St,IDAHO 83714
615 PUME(2001 G39-03
SECTION LINE FAX J2081639,030
APEX H-2020-0066