Northern Gateway Urban Renewal (2021-178155) ADA COUNTY RECORDER Phil McGrane 2021-178155
BOISE IDAHO Pgs=5 BONNIE OBERBILLIG 12/20/2021 12:14 PM
CITY OF MERIDIAN, IDAHO NO FEE
URBAN RENEWAL AGENCY OF THE CITY OF MERIDIAN, IDAHO also
known as the MERIDIAN DEVELOPMENT CORPORATION
(Option A) Urban Renewal Plan for the Northern Gateway District Urban Renewal Project
These documents are the boundary map and legal description for the Urban Renewal Project
Area and Revenue Allocation Area for the Urban Renewal Plan for the Northern Gateway
District Urban Renewal Project, Meridian City Council Ordinance No. 21-1954.
2'Es5 Ai.
1"'p RI
IDIAN
SEA1
Chris JohnsonCity Cl
STATE OF IDAHO )
) ss:
County of Ada
On this20th day of December 2021, before me, the undersigned, a Notary Public in and
for the State of Idaho, personally appeared Chris Johnson known or identified to me to be the
person whose name is subscribed to the within instrument and acknowledged to me they
executed the same.
nv
CHARLENE WAY Notary Public for Idaho
(Seal) COMMISSION#67390 My Commission Expire 3-28-2022
NOTARY PUBLIC
STATE OF IDAHO Residing in Meridian, Idaho
MY COMMISSION EXPIRES 3128122
-------- Notary for Idaho
4864-7700-3269,v. 1
EXHIBIT B
SKETCH TO ACCOMPANY URBAN RENEWAL DISTRICT DESCRIPTION
FOR MERIDIAN DEVELOPMENT CORPORATION LOCATED IN THE
SE 114 OF THE SE 114 OF SECTION 1, AND IN THE NE 114
OF THE NE 114 OF SECTION 72, TOWNSHIP 3 NORTH, RANGE
1 WEST, ALSO BEING IN THE S 112 OF THE SW 114 OF
SECTION 6, AND IN THE NW 114 OF SECTION 7, AND IN THE
N 11.E OF THE Sly 114 OF SECTION 7, TOWNSHIP J NORTH,
RANGE 7 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO
714
ry
LEGEND
URD BOUNDARY
s V76 Cs V76
- - -
URD AREA N 89'08 5 f E 24G4.26'
SEE SHEET 2 OF 5 p
SEE SHEET 3 OF 5 Z
JSASIs �F EEAR G, Z
1 4 1 6 .58 3 W
-d-
ly S 892653" E 2,555.27' 12 � AIRIN
W CHERRY LANE
SEE SHEET 3 OF .5
EES E 4OF5
ry
Zq a
p�A AN Z E SHEET 5 OF .5 Z
Ns D L
c fi
4 U n o 114 C 114
18 7 N 89-35 22 E —2394.97'
-V P E PINE AVENUE
CIVIL SURVEY CONSULTANTS, INC.
2893 SOUTH MERIDIAN ROAD SCALE 1'=1000'
MERIDIAN, IDAHO 83642
(208)888-4312
SHEET 1 OF 5
EXHISIT B (CONTINUED)
5EE 5HECT 3 OF 5 SEE
12 7 N 0'18'09" E 1324,40' DETAIL B S vi 6
7 6 ` ERID R 1.?fi 19"E 43.51
-+ 197 79' L-12
L-10
C-1 0
L- v
j"
L-11
Q,W NO'1809'E E--12
,z , 28.88'
�
N 126'19" E
(�k6 197.79'
DETAIL 8
No SCALE
I CS 7�16
SCALE I
l� L-5 �`C,E Sr C/ LEGEND
4ry
�
UU
W a 1 s� ❑ URD 80UNDARY
�a I
¢ �9 Of �` URD AREA
F � \4'
o �A , K(0)
GIVIL SURVEY CONSULTANTS,INC.
2893 SOUTH MERIDIAN ROAD
5EE MERIDIAN,IDAHO 83642
DETAIL A (208)888- 312
L-4 62. 19'
L-1 707• LINE DATA
PRINT OF 4-2 �
L-3 6.324 �P LINE BEARING DISTANCE
BEGINNING L-2 L-1 s 88-35'17" W 35.03,
E BAR RA L-2 N 1 24�43" W 54.39'
DRIVE L-3 N 27'07'54" W 75.58'
V L-4 N 51-70'4J" W 78,50'
L-5 N d'29'39" E 5.24'
DETAIL A L-6 s 38.57'10" W 70o.83'
N0 SCALE 4-7 N 64.55'1 1" W 97.10'
1/4 N C'18'79" E L--8 S 38-72:39" W 48.77'
13OO.92' 4-9 N 89'4229" W 783.94'
C5 V16 L-70 N 65.44 09" W 8.70'
N 69'37 497' W 4.50'
L-12 N 0-18'09" E 90.62'
CURVE DATA
SHEET ❑F S CURVE DELTA RADIUS ARC TANGENT CHARD CHORD DRNG.
c-1 52 04 s2" 35.00 31.87 »10 3a73 s 64 75 D5" w
EXHIBIT B (CONTINUED)
� o
1
� z
N 89'41'51" W 669,50' S Vic6 1.50'
4&.oo' W
Q
cz
SCALE- 1 -.300' �
LEGEND
UR0 BOUNDARY
P
URU AREA �
o�p LA
E H S _ 1979.77 S 89 26 S 357 11' 7 6
O �e- v ,5 6926 54" E 26.55.27' 318 39' -17 7 7
��}} -4 W CHERRY LANE L-13 L--16 �v
18 SV L714 L-78 sr
r� � N
S-71r_ 7. z L-15 L-19
L-22
❑ L-21 "u ❑
� Z �
LINE DATA o
LINE BEARING DISTANCE N z W
L-73 5 O'33'06" W 5T.oo'
L-14 5 62"43'15" E 12.62' zt
L-75 5 86'48'50" E 60.07'
L-16 N 6624'13" E" 72.07'
L-77 S 8926'54" E 782.07' CIVIL SURVEY CONSULTANTS, INC.
L-la S 4534 48" E 47.87' 2893 SOUTH MERIDIAN ROAD 114
L-79 5 J25'19" E 87.40' MERIDIAN, IDAHO83642
L-20 5 02J29" W 119.26' t208)888-4392
L-21 S 59.35,31" E 57 50' SHEET 3 Of 5
L-22 N 0'23 29" E 9_J2'
EXHIBIT B (CONTINUED)
N MERIOMN ROAD
N O 23 29" E 2652.1 1' SEE .SHEET 3 aF 5 12 1
so" 29" 015 9' L-2�
�j 46.00' R, I
C 25
+v
SCALE- 1=.300' p
ul
zo
LEGEND NE 2NO 112 STREET ("I
URD BOUNDARY m
Is
U90 AREAlk
W Q a
kZ
� N 3RO 5
3 9.78' N 0 35 GQ" 714 B '
652,57' 2
18784 52 05'
to 9�9'
Pe 4
�F �� �
�F A K 0 d N 0'38 25" E
310,05'
POINT OF'
f BEGINNING
LINE DATA 114
LINE BEARING DISTANCE — --
L-22 N ❑23 29" E 9.32' N ❑'34 47" E 2694.28'
L-23 N 89 3658" E 240,02'
L-24 5 89'36 58" W 50.0 1' CIVIL SURVEY CONSULTANTS,INC.
L-25 5 02329" W 106.39' 2893SOUTH MERIDIAN ROAD
L-26 5 69-3605" W 750.01' MERIDIAN,IDAHO83642
L-27 N 45 J4'47" E 27 60' (208)888-0312
L-40 Iv 45 J4 47" E 2130, SHEET 4 OF 5
1-41 5 88-2J46" E 1 62.3S'
EXHIBIT B (CONTINUED)
N MERIDIAN ROAD
.SCALE 1'-.300' 1/4 N D'23 29" E 26.52.11'
S od�.3 9 W-
LEGEND5 'r
URD BOUNDARY o
URD AREA Q
� OZLQ
W
N MAIN STREET'
= J
*p L L N M
S I 340.01' ai b A
L-31 4 5 0`3,3'24'W L-29 ry ZJ
U7 O I 80.0 290.72'
❑ ' D.❑?' 25 99' 0 01 O'.3.3' 4" W
P� aa.o l�OF
f£A . K(Jo
o NE 2ND 1/2 S77?E
°j
_ Z �
SQ•04' P 0'3T' 3"` 591. 8
25 3' BD.O!' 25 93'
Ql)
Na`3 47
-39
NE 4TH S7REET N 4m
L-37
60.Q 1'
a L 34 E 4TT 57F?EET
L-33
� 4
NE 5TH STREET fll E 57H 5 EET
LINE DATA
LINE BEARING DISTANCE
L-28 5 2344 59" E 9.44' I
L-29 N 89.2636" W 37.00'
L-30 N 89-J547" E 87.19' W
L-31 5 0:32'08" W go.01' C 114 N 0'3447" E 2694,28'
L-32 N 058 55" E Ho.02'
L-33 N 03447" E 60.01' I
L-34 5 89'3547" W 71-98' CIVIL SURVEY CONSULTANTS.INC.
L-55 N 0 J5 03" E 120.38' 2893 SOUTH MERIDIAN ROAD
L-36 N 89-3547" E 11.00' MERIDIAN, IDAHO83642
lilN 0-J5 00" E 120.38, (208)888.4312
N 89'3.5`47' E 10.60' SHEET 5 OF 5
5 89'36'17" W 70.04
EXHI BIT A
URBAN RENEWAL DISTRICT BOUNDARY DESCRIPTION
FOR
MERIDIAN DEVELOPMENT CORPORATION
NORTHERN GATEWAY
A description for Urban Renewal District purposes located in the SE 1/4 of the SE 1/4 of Section
1, and in the NE 1/4 of the NE 1/4 of Section 12, Township 3 North, Range 1 West, also being in
the S 1/2 of the SW 1/4 of Section 6, and in the NW 1/4 of Section 7, and in the N 1/2 of the SW
1/4 of Section 7, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more
particularly described as follows:
Commencing at a brass cap monument marking the southeasterly corner of said S 1/2 of the
SW 1/4 of Section 6, from which a brass cap monument marking the southwesterly corner of
said Section 6 bears S 88'35'17" W a distance of 2404.78 feet;
Thence S 88'35'17" W along the southerly boundary of said Section 6 a distance of 389.74 feet
to the POINT OF BEGINNING;
Thence continuing S 88'35'17" W a distance of 35.08 feet to a point;
Thence leaving said southerly boundary N 1'24'43" W a distance of 54.39 feet to a point
marking the southwesterly corner of that PARCEL as shown on Record of Survey No. 2969,
Instrument No. 94082169, found in the office of the Recorder, Ada County, Idaho;
Thence N 27*07'54" W along the southwesterly boundary of said PARCEL a distance of 75.58
feet to a point marking the westerly corner of said PARCEL, said point being the southerly
corner of PARCEL A as described in Warranty Deed Instrument No. 96048180 as found in said
office of the Recorder,-
Thence leaving said southwesterly boundary of said PARCEL and along the southwesterly
boundary of said PARCEL A the following described courses:
Thence N 51'10'43" W a distance of 78.50 feet to a point;
Thence N 71'30'43" W a distance of 684.82 feet to a point;
Thence N 0'29'39" E a distance of.5.24 feet to a point marking the southeasterly corner
of LA PLAYA MANOR ESTATES SUBDIVISION as found in Book 70 of plats at Pages 7187 —
7188 in said office of the Recorder;
Page 1 of 8
Thence leaving said southwesterly boundary of said PARCEL A and along the southwesterly
boundary of said LA PLAYA MANOR ESTATES SUBDIVISION the following described courses:
Thence S 88'51'10" W a distance of 100.93 feet to a point;
Thence N 64a55'11" W a distance of 91.10 feet to a point;
Thence N 52°28'52" W a distance of 886.26 feet to a point on the southerly right-of-way
of E Carmel Drive;
Thence continuing N 52'28'52" W a distance of 60.00 feet to a point on the northerly
right-of-way of E Carmel Drive;
Thence leaving said southwesterly boundary of LA PLAYA MANOR ESTATES SUBDIVISION and
along said northerly right-of-way the following described courses:
Thence 5 38°12'39" W a distance of 48.77 feet to a point;
Thence a distance of 3 1.8 1 feet along the arc of a 35.00 foot radius curve right, said
curve having a central angle of 52'04'52" and a tong chord bearing S 64"15'05" W a
distance of 30.73 feet to a point;
Thence N 89'42'29" W a distance of 183.94 feet to a point:
Thence N 65'44'09" W a distance of 8,70 feet to a point on the easterly right-of-way of
N Meridian Road;
Thence leaving said northerly right-of-way and along said easterly right-of-way the following
described courses:
Thence N 1'26'19" E a distance of 197.79 feet to a point;
Thence N 0a18'09" E a distance of 28.88 feet to a point;
Thence N 89'37'07" W a distance of 4.50 feet to a point;
Thence N 0`18'09" E a distance of 90.62 feet to a point an the northerly boundary of
said 5 1/2 of the SW 1/4 of Section 6;
Pap-e 2 of 8
Thence leaving said easterly right-of-way S 89'08'51" W along said northerly boundary a
distance of 43.51 feet to a point marking the northwesterly corner of said S 1/2 of the SW 1/4
of Section 6;
Thence N 89041'51" W along the northerly boundary of said SE 1/4 of the SE 1/4 of Section 1 a
distance of 48.00 feet to a point on the westerly right-of-way of N Meridian Road, said point
being on the northerly boundary of that PARCEL as shown on Record of Survey No. 9135,
Instrument No. 112011184, found in said office of the Recorder;
Thence continuing N 89°41'51" W along said northerly boundaries a distance of 621.50 feet to a
point marking the northwesterly corner of said PARCEL;
Thence leaving said northerly boundaries S 0'33'44" W along the westerly boundary of said
PARCEL a distance of 1278.48 feet to a point on the right-of-way of W Cherry Lane;
Thence continuing S 0'33'44" W along an extension of said westerly boundary a distance of
43.00 feet to a point on the southerly boundary of said SE 1/4 of the SE 1/4 of Section 1;
Thence leaving said extension S 89'26'54" E along said southerly boundary a distance of 318.39
feet to a point;
Thence leaving said southerly boundary 5 0'33'06" W a distance of 57.00 feet to a point on the
southerly right-of-way of W Cherry Lane;
Thence along said southerly right-of-way the following described courses:
Thence S 62'43'15" E a distance of 12.62 feet to a point on the westerly right-of-way of
NW 2nd Street;
Thence leaving said westerly right-of-way S 86°48'50" E a distance of 60.07 feet to a
point on the easterly right-of-way of NW 2nd Street;
Thence leaving said easterly right-of-way N 66'24'13" E a distance of 12.07 feet to a
point;
Thence S 89'26'54" E a distance of 182.01 feet to a point;
Thence 5 45'34'48" E a distance of 41.81 feet to a point on the westerly right-of-way of
N Meridian Road;
Page 3 of 8
Thence leaving said southerly right-of-way and along said westerly right-of-way the following
described courses:
Thence S 3'25'19" E a distance of 81.40 feet to a point;
Thence S 0'23'29" W a distance of 119,26 feet to a point;
Thence leaving said westerly right-of-way 5 89'36'31" E a distance of 57.50 feet to a point on
the westerly boundary of said NW 1/4 of Section 7;
Thence N 0'23'29" E along said westerly boundary a distance of 9.32 feet to a point an the
extension of the northerly boundary of PARCEL A as shown on Record of Survey No. 10448,
Instrument No. 2016-028560, found in said office of the Recorder;
Thence N 89°36'58" E along said extension a distance of 46.00 feet to a point marking the
northwesterly corner of said PARCEL A;
Thence continuing N 89'36'58" E along the northerly boundary of said PARCEL A a distance of
194.02 feet to a point marking the northeasterly corner of said PARCEL A;
Thence S 0'23'29" W along the easterly boundaries of said PARCEL A and of PARCEL 8 of said
Record of Survey No. 10448 a distance of 233.00 feet to a point marking the southeasterly
corner of said PARCEL 6;
Thence S 89'36'58" W along the southerly boundary of said PARCEL 8 a distance of 50.01 feet
to a point;
Thence leaving said southerly boundary S 0023'29" W a distance of 106.39 feet to a point;
Thence S 89'36'O5" W a distance of 150.01 feet to a point on the easterly right-of-way of
N Meridian Road;
Thence along said right-of-way the following described courses:
Thence S 0'23'29" W a distance of 1015.39 feet to a point;
Thence S 23'44'S9" E a distance of 9.44 feet to a point on the northerly right-of-way of
E Washington Street;
Thence leaving said easterly right-of-way N 89'36'04" E along said northerly right-of-way a
distance of 440.45 feet to a point on the westerly right-of-way of N Main Street;
Page 4 of 8
Thence leaving said northerly right-of-way N 0'33'24" E along said westerly right-of-way a
distance of 256.24 feet to a point on the extension of the northerly boundary of that PARCEL as
shown on Record of Survey No. 1171, instrument No. 8761859, found in said office of the
Recorder;
Thence leaving said westerly right-of-way N 89'58'13" E along said extension a distance of
80.00 feet to a point marking the northwesterly corner of said PARCEL;
Thence continuing N 89°58'13" E along the northerly boundary of said PARCEL a distance of
249.98 feet to a point marking the northeasterly corner of said PARCEL, said point being the
northwesterly corner of SCHOOL PLAZA SUBDIVISION NO. 1 as found in Book 64 of plats at
Pages 6501 --6502 in said office of the Recorder;
Thence along the easterly boundary of said PARCEL and the westerly boundary of said SCHOOL
PLAZA SUBDIVISION NO. 1 the following described courses:
Thence S 0'33'24" W a distance of 290.72 feet to a point;
Thence N 89'26'36" W a distance of 37.00 feet to a point;
Thence S 0*33'24" W a distance of 280.00 feet to a point marking the southeasterly
corner of said PARCEL and marking the southwesterly corner of said SCHOOL PLAZA
SUBDIVISION NO. 1;
Thence leaving said boundaries 5 0'33'24" W along an extension of said boundaries a distance
of 60.01 feet to a point on the northerly boundary of Block 5 of FA NOURSFSSECOND
ADDITION as found in Book 2 of plats at Page 64 in said office of the Recorder;
Thence leaving said extension N 89'35'47" E along said northerly boundary a distance of 87.19
feet:to a point marking the northeasterly corner of said Block 5;
Thence S 0°31'57" W along the easterly boundary of said Block 5 a distance of 255.99 feet to a
point marking the southeasterly corner of said Block 5;
Thence continuing S.0'31'57" W a distance of 80.01 feet to a point marking the northeasterly
corner of Block 2 of said F A NOURSES SECOND ADDITION;
Thence continuing S 0031'57" W along the easterly Boundary of said Block 2 a distance of
256.02 feet to a point marking the southeasterly corner of said Block 2;
Page 5 of 8
Thence 5 0'32'08" W a distance of 80.01 feet to a point on the southerly right-of-way of E Pine
Avenue as shown on Record of Survey No. 11653, Instrument No. 2018-119154, found in said
office of the Recorder;
Thence along said southerly right-of-way the following described courses:
Thence N 89'35'22" E a distance of 80.01 feet to a point marking the northwesterly
corner of that right-of-way vacated to adjoining owners, as described in Instrument No.
98218, of Block 7 of the amended plat of the TOWNSITE OF MERIDIAN as found in Book
1 of}Mats at Page 30 in said office of the Recorder;
Thence continuing N 89'35'22" E a distance of 308.78 feet to a point marking the
northeasterly corner of said vacated right-of-way of Block 1 of the amended plat of
ROWAN ADDITION as found in Book 2 of plats at Page 52 in said office of the Recorder;
Thence continuing N 89'35'22" E a distance of 80.04 feet to a point marking the
northwesterly corner of said vacated right-of-way of Bock 6 of said amended plat of
ROWAN ADDITION;
Thence leaving said southerly right-of-way N 0658'55" E a distance of 80.02 feet to a point
marking the southwesterly corner of Block 3 of COTTAGE HOME ADDITION as found in Book 1
of plats at Page 42 in said office of the Recorder;
Thence N 0'37'13" E along the westerly boundary of said Block 3 a distance of 256.03 feet to a
point marking the northwesterly corner of said Block 3;
Thence continuing N 0'37'13" E a distance of 80.01 feet to a point marking the southwesterly
corner of Block 6 of said COTTAGE HOME ADDITION;
Thence continuing N 0037'13" E along the westerly boundary of said Block 6 a distance of
255.93 feet to a point marking the northwesterly corner of said Block 6;
Thence N 89035'47" E along the northerly boundary of said Block 6 a distance of 299.64 feet to
a point marking the northeasterly corner of said Block 6;
Thence continuing N 89'3547" E a distance of 99.67 feet to a point the northwesterly corner of
Lot 1 of Block 1 of EASTSIDE PA RK SUBDIVISION as found in Book 20 of plats at Pages 1312—
1313 in said office of the Recorder;
Page 6 of 8
Thence continuing N 89035'47" E along the northerly boundary of said Lot 1 a distance of 12.32
feet to a point on an extension of the easterly boundary of Lot 1 of Block 3 of said EASTSIDE
PARK SUBDIVISION;
Thence leaving said northerly boundary N 0'34'47" £ a distance of 60.01 feet to the
southeasterly corner of said Lot 1 of Block 3-1
Thence S 89'35'47" W along the southerly boundary of said Lot 1 a distance of 71.98 feet to the
southwesterly corner of said Lot 1;
Thence N 0'35'03" E along the westerly boundary Of said Lot 1 a distance of 120.38 feet to the
northwesterly corner of said Lot 1;
Thence N 89'3547" E along the northerly boundary of said Lot 1 a distance of 11.00 feet to a
point;
Thence leaving said northerly boundary N 0'35'00" E a distance of 120.38 feet to a point on the
northerly boundary of said Block 3;
Thence N 89'35'47" E along said northerly boundary a distance of 10.60 feet to a point on the
extension of the easterly right-of-way of NE 4th Street;
Thence leaving said northerly boundary N 0°34'47" E along said extension a distance of 60.01
feet to a point on said easterly right-of-way;
Thence continuing N 0'34'47" E along said easterly right-of-way a distance of 301.48 feet to a
point on the southerly boundary of FORTY THREE NORTH SUBDIVISION as found in Book 116 of
plats at Pages 17417— 17419 in said office of the Recorder;
Thence S 89°36'17" W along said southerly boundary a distance of 10.00 feet to a point marking
the southwesterly corner of said FORTY THREE NORTH SUBDIVISION;
Thence along the westerly boundary of said FORTY THREE NORTH SUBDIVISION the following
described courses:
Thence N 0'34'47" E a distance of 349.78 feet to a point;
Thence N 45'34'47" E a distance of 27.80 feet to a point marking the northwesterly
corner of said FORTY THREE NORTH SUBDIVISION;
Page 7 of 8
Thence leaving said westerly boundary S 88'23'46" E along the northerly boundary of said
FORTY THREE NORTH SUBDIVISION a distance of 62.38 feet to a point on the extension of the
easterly boundary of that PARCEL as shown on record of Survey No. 10184, Instrument No.
2015-067809, found in said office of the Recorder,-
Thence N 0'35'00" E along said extension a distance of 62.05 feet to a point marking the
southeasterly corner of said PARCEL;
Thence continuing N 0°35'00" E along the easterly boundary of said PARCEL a distance of
652.57 feet to a point marking the southwesterly corner of that PARCEL as shown on Record of
Survey No. 2532, Instrument No. 9353397, found in said office of the Recorder;
Thence leaving said easterly boundary N 89'10'54" E along the southerly boundary of said
PARCEL as shown on Record of Survey No. 2532 a distance of 240.25 feet to a point marking the
southeasterly corner of said PARCEL as shown on Record of Survey No. 2532;
Thence N 0'36'25" E along the easterly boundary of said PARCEL as shown on Record of Survey
No. 2532 a distance of 260.06 feet to a point on the southerly right-of-way of E Fairview
Avenue;
Thence leaving said easterly boundary and continuing N 0'36'25" E along and extension of said
easterly boundary a distance of 49.99 feet to the POINT OF BEGINNING.
This parcel contains approximately 126.226 acres.
NOTE: This description was prepared using record information including Record of surveys,
Subdivision Plats and Deeds acquired from the Ada County Recorder's office. No field survey has
been performed.
Prepared by: Kyle A. Koomler, PLS NAL SN SG
Civil Survey Consultants, Incorporated �! G
May 26, 2021
187
06- J, -2G 21 o;01, �-
Page 8 of 8