7202720 BLA-2022-0006, No Address, Mission Ave04/28/2022 01:57:17 PM 7202720
Recording Fee $208.50 Page 1 of 6
Boundary Line Adjustment GOVERNMENT, CITY OF SPOKANE VALLEY
Spokane County Washington
I IIIIIII IIIIII III IIII IIIIIII IIIIII IIII IIII IIIII IIIII IIIII IIIIIII III IIIII IIIII IIII IIII
RETURN ADDRESS:
City of Spokane Valley Planning Division
10210 East Sprague Avenue
Spokane Valley, WA 99206
Boundary' Line Adjustment Cover Sheet
Document Title:
BOUNDARY LINE ELIMINATION
Number(s) of Related Documents:
BLA-2022-0006
Grantor(s):
Skyline Homes, LLC
Grantee(s):
Skyline Homes, LLC
Legal Description:
Quarter SW Section 10 Township 25 Range 44
(See attached proposed legal description)
All Assessor's Tax Parcel ID Number(s):
45103.0231 and 45103.0292
Stio„jkane'r��
Valley
DATE: April 28, 2022
PROPERTY OWNER(S):
Skyline Homes, LLC.
SITE ADDRESS:
No address assigned
Staff Approval
CITY OF SPOKANE VALLEY
Community & Public Works Department
Building & Planning Division
EXISTING LEGAL DESCRIPTION(S) FOR LOT LINE ADJUSTMENT:
See legal description in recorded warranty deed (AFN 7127533) for existing legal
description(s).
Parcel No(s).
45103.0231 and 45103.0292
Quarter SW Section 10 Township 25 Range 44
PROPOSED LEGAL DESCRIPTION(S) FOR LOT LINE ELIMINATION/ADJUSTMENT:
See attached legal description for proposed legal description(s).
Quarter SW Section 10 Township 25 Range 44
APPROVED BY:
/ Planner April 28, 2022
ing Division Signature/Title Date
NEW PARCEL 1
THAT PORTION OF TRACTS 16, 17 AND 23 OF ASSESSOR'S PLAT NO. 6, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME "P" OF PLATS, PAGE 14, RECORDS OF SPOKANE COUNTY, STATE
OF WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF NORA AVENUE, SAID LINE BEING
THE SOUTHERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 2 ACCORDING TO THE
WARRANTY DEED RECORDED UNDER AUDITOR'S FILE NO. 321132B & QUIT CLAIM DEED
#8110300148, AND THE EAST LINE OF SAID TRACT 16, SAID POINT ALSO BEING THE TRUE POINT OF
BEGINNING OF THIS DESCRIPTION;
THENCE SOUTH ALONG SAID LINE A DISTANCE OF 188.52 FEET TO THE NORTHEAST CORNER OF
"PARCEL B-1" PER THE RECORD OF SURVEY AS RECORDED IN VOLUME 38 OF SURVEYS, PAGE 85,
RECORDS OF SPOKANE COUNTY, STATE OF WASHINGTON
THENCE WEST ALONG THE NORTH LINE OF SAID "PARCEL B-1", SAID LINE PARALLEL WITH THE
SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 25 NORTH, RANGE 44
EAST, W.M., A DISTANCE OF 20.00 FEET TO THE EASTERLY CORNER OF "NEW PARCEL B" PER THE
RECORD OF SURVEY AS RECORDED IN VOLUME 130 OF SURVEYS, PAGE 31, RECORDS OF
SPOKANE COUNTY, STATE OF WASHINGTON;
THENCE CONTINUING WEST ALONG SAID NORTH LINE, SAID LINE COMMON WITH "NEW PARCEL B",
A DISTANCE OF 189.50 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF SAID "PARCEL B-1",
SAID POINT COMMON WITH THE SOUTHEASTERLY CORNER OF SAID "NEW PARCEL B";
THENCE SOUTH ALONG THE COMMON LINE BETWEEN SAID "PARCEL B-1" AND SAID "NEW PARCEL
B", A DISTANCE OF 60.00 FEET TO THE NORTHEAST CORNER OF HOUK ROAD, SAID POINT COMMON
WITH THE SOUTHEASTERLY CORNER OF SAID "NEW PARCEL B";
THENCE WEST ALONG THE NORTH LINE OF SAID HOUK ROAD AND THE SOUTH LINE OF SAID "NEW
PARCEL B", SAID LINE PARALLEL WITH SAID SOUTH LINE OF THE SOUTHWEST QUARTER, A
DISTANCE OF 40.00 FEET TO THE SOUTHWESTERLY CORNER OF SAID "NEW PARCEL B", SAID POINT
COMMON WITH THE EASTERLY CORNER OF "NEW PARCEL A" OF SAID RECORD OF SURVEY;
THENCE NORTH ALONG THE COMMON LINE BETWEEN SAID "NEW PARCEL B" AND SAID "NEW
PARCEL A", A DISTANCE OF 91.43 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF SAID
"NEW PARCEL A";
THENCE WEST ALONG THE COMMON LINE BETWEEN SAID "NEW PARCEL B" AND SAID "NEW
PARCEL A", SAID LINE PARALLEL WITH SAID SOUTH LINE OF THE SOUTHWEST QUARTER, A
DISTANCE OF 283.53 FEET, MORE OR LESS, TO A FOUND #5 REBAR WITH PLASTIC CAP MARKED
"EMR PLS 42441" AND THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE SOUTHEAST
WITH A RADIUS OF 905.00 FEET THROUGH A CENTRAL ANGLE OF 17°52'41" AND A RADIAL BEARING
OF NORTH 39°22'35" WEST;
THENCE ALONG SAID CURVE AN ARC DISTANCE OF 282.39 FEET TO THE BEGINNING OF A TANGENT
CURVE CONCAVE TO THE SOUTH WITH A RADIUS OF 100.80 FEET THROUGH A CENTRAL ANGLE OF
20°08'39";
THENCE ALONG SAID CURVE AN ARC DISTANCE OF 35.44 FEET TO A POINT OF TANGENCY AND
SAID SOUTHERLY RIGHT-OF-WAY LINE;
THENCE EAST ALONG SAID LINE A DISTANCE OF 256.27 FEET TO THE POINT OF BEGINNING.
EXCEPT THE NORTH 42.00 FEET OF THE EAST 35.00 FEET THEREOF.
SITUATE IN THE CITY OF SPOKANE VALLEY, COUNTY OF SPOKANE, STATE OF WASHINGTON
Line Table
Line #
Length
Direction
L1
42.01
N00°02'00"E
L2
35.01
S88°38'45"W
L3
50.00
S44°26'05"E
L4
55.12
N45°26'19"E
L5
28.32
S44°38'32"E
S.W. CORNER SECTION 10
CALCULATED PER FOUND
RP'S ON TRAFFIC SIGNAL
BASE BOLTS PER R.O.S.
VOL. 132 PG. 53
FOUND
588°34'47"E, 0.24'
0 OODD®SRO
FOUND #5 REBAR PLASTIC CAP "STORHAUG PLS 45775° —
FOUND #5 REBAR PLASTIC CAP "EMR PLS 42441"
FOUND #4 REBAR PLASTIC CAP "IPE 18091/33125"
FOUND 1" SPIKE/NAIL WITH ILLEGIBLE WASHER
FOUND #4 REBAR PLASTIC CAP "SIMPSON LS 706°
FOUND #4 REBAR PLASTIC CAP "SIMPSON 8642/9967°
FOUND #4 REBAR PLASTIC CAP "A&C INC 12904"
FOUND #4 REBAR
(IMPALED CAP)
FOUND #4 REBAR
(NO CAP)
CALCULATED
POSITION 00
100'
i
INTERSTATE-90
INTERSTATE 90 L-LINE ALIGNMENT PER FOUND
WS-DOT MONUMENTS GP32090-224, GP32090-38 &
GP32090-60 PER WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION AMENDED MONUMENTATION MAP
RECORDED IN VOLUME 2 OF SURVEYS AT PAGE 23-A.
L=35.44', R=100.80'--OLD NORA (TO STATE OF WA. PER WARRANTY DEED
A=020'08'39" ACE #321132B & Q.C.D. #8110300148)
CD=S78'34'26"WN88'38'45"E 256.27'
CL=35.26'
c \' b,1
�Sh9,0`L �•0�O 5b`
G2 r\!�
PARCEL "B" 35.01'-�
vl-
A.P.N. 45103.0292
AREA - 16,049 S.F.
BENT, LOCATED POINT OF --••0
46.21
N00"01'59"E
69.87'
ENTRY N34°51'26"E, 0.18'
R.O.S. BK. 130 PG. 31
/ w❑
N/E LINE 25.00' �I S89'49'53"E 283.53' 01
PER
BSP-03-06 D6 � FOUND 1.00' N. (HELD E.-W.) `n
6 (0 25.00' FOUND N00°07'47"W, 1.08' 0 °'
0
z
•yo;�' �S4 �(o N00'01'59"E „ 60.00 40.00'
�� n 1.49' 18.50' S89'49'53"E
t'k R.O.S. w rnu S89'49'S3"E 303.00' 50'
BK. 75/� 466.50' R.O.S. BK. 20 PG. 70 0
WEST LINE OF TRACT 23 NO0'01'59"E
ASSESSORS' PLAT NO. 6
PG. 69 0 `t
0
00�
zo
175.05'
S89'49'53"E 190.00'
PARCEL "A"
A.P.N. 45103.0231
AREA - 56,624 S.F.
(1.30 ACRES)
189.62'
N00'01'59"E
11 3.07'---"ft,-
L2
20.00'
S89'49'53"E 209.62'
N00'01'59"E
60.00'
R.O.S. BK. 38 PG. 85
FOUND 1.99' N. OF R.O.W.
25' (HELD E.-W.)
< ' 30'
214.71'
9 10 A712.78' 0 30.00' 352.98' MISSION AVE.
6 1 S89'49'53"E 2652.06'
T 259.62'
T
30.00'
(0
0
0
A.P.N.
45103.0293
50'
L
rd
0
P.O.B.
EAST LINE OF
TRACT 16
ASSESSORS'
PLAT NO. 6
in SP-659-90
ri
(0
FOUND 0.28' N.
i0
(HELD FOR E.-W.)
0
N
0
0 R.O.S.
z BK. 65 PG. 55
SOUTH 1/4
o CORNER
o SECTION 10
ro FOUND 3"
ALUMINUM CAP
MARKED
"BENTHIN & ASS.
PLS 29270"
1326.68' A 10
PROJECT NO.: 21-3132
DATE: 04/26/22
DRAFTED BY: BAG
REVIEWED BY: RMA
SCALE: 1"=100'
T.25N.-R.44E.-S.10
N
W -E- E
/'\
BOUNDARY LINE ELIMINATION
EXISTING CONDITIONS
CITY OF SPOKANE VALLEY,
SPOKANE COUNTY, WA
4WC E
WHIPPLE CONSULTING ENGINEERS
21 S. PINES ROAD
SPOKANE VALLEY, WA 99206
PH: 509-893-2617 FAX: 509-926-0227
N/E LINE
PER
BSP-03-06
tx
w -0
R.O.S. 'co O1
BK. 75/'r'
PG. 69 0
0
00
z0
Line Table
Line #
Length
Direction
L1
42.01
N00°02'00"E
L2
35.01
S88°38'45"W
L3
50.00
S44°26'05"E
L4
55.12
N45°26'19"E
L5
28.32
S44°38'32"E
S.W. CORNER SECTION 10
CALCULATED PER FOUND
RP'S ON TRAFFIC SIGNAL
BASE BOLTS PER R.O.S.
VOL. 132 PG. 53
FOUND
S88°34'47"E, 0.24'
25.00'
0 OODD®S•O
FOUND #5 REBAR PLASTIC CAP "STORHAUG PLS 45775" -
FOUND #5 REBAR PLASTIC CAP "EMR PLS 42441"
FOUND #4 REBAR PLASTIC CAP "IPE 18091/33125"
FOUND 1" SPIKE/NAIL WITH ILLEGIBLE WASHER
FOUND #4 REBAR PLASTIC CAP "SIMPSON LS 706"
FOUND #4 REBAR PLASTIC CAP "SIMPSON 8642/9967"
FOUND #4 REBAR PLASTIC CAP "A&C INC 12904"
FOUND #4 REBAR
(IMPALED CAP) L=35.44', R=100.80'
FOUND #4 REBAR =020'08'39"
(NO CAP) CD=S78'34'26"W
❑ CALCULATED CL=35.26'
POSITION
0
O
o�Oh„
9'O9 oc
cb1'•oc1
i�G)°J 9., do •
25.00' FOUND N00°07'47"W, 1.08'
R.O.S. BK. 130 PG. 31 N00'01'59"E
1.49' 18.50'
,p1
*AN' .-5S NEW
O�S�9�g�2 PARCEL 1
O, AREA ^ 72,673 S.F.
(1.67 ACRES)
100'
OLD NORA
AVENUE
N00'01'59"E ,
69.87'
S89'49'53"E 283.53'
PARCEL "A" FOUND 1.00' N.
(HELD E.-W.)
S89'49'53"E 303.00'
466.50' R.O.S. BK. 20 PG. 70
WEST LINE OF TRACT 23 NO0'01'59"E
ASSESSORS' PLAT NO. 6
9 10 A 712.78' 0 30.00'
6 1
352.98' MISSION AVE.
S89'49'53"E 2652.06'
w
m
in
0
0
0
60.00'
INTERSTATE-90
INTERSTATE 90 L-LINE ALIGNMENT PER FOUND
WS-DOT MONUMENTS GP32090-224, GP32090-38 &
GP32090-60 PER WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION AMENDED MONUMENTATION MAP
RECORDED IN VOLUME 2 OF SURVEYS AT PAGE 23-A.
(TO STATE OF WA. PER WARRANTY DEED A.P.N. o'
#321132B & Q.C.D.#8110300148)
N88'38'45"E 256.27' / 45103.0293 j
221.26'
35.01'
BENT, LOCATED POINT OF
ENTRY N34°51'26"E, 0.18'
S89'49'53"E 190.00'
PARCEL
LINE BEING
ELIMINATED
rn
40.00'
S89'49'53"E
] 50'
O •
P.O.B.
L2-0fEAST LINE OF
TRACT 16
ASSESSORS'
PLAT NO. 6
co
NO0'01'S9"E_�
113.07'
S89'49'53"E 209.62'
N00'01'59"E
60.00'
0
0
R.O.S. BK. 38 PG. 85
FOUND 1.99' N. OF R.O.W.
25' (HELD E.-W.)
30'
214.71'
259.62'
30.00'
0 SP-659-90
0
0
u�
- FOUND 0.28' N.
w (HELD FOR E.-W.)
0
0
0
0 R.O.S.
z BK. 65 PG. 55
SOUTH 1/4
CORNER
SECTION 10
FOUND 3"
ALUMINUM CAP
MARKED
"BENTHIN & ASS.
PLS 29270"
1326.68' A 10
PROJECT NO.: 21-3132
DATE: 04/26/22
DRAFTED BY: BAG
REVIEWED BY: RMA
SCALE: 1"=100'
T.25N.-R.44E.-S.10
IN
W -E E
BOUNDARY LINE ELIMINATION
PROPOSED CONDITIONS
CITY OF SPOKANE VALLEY,
SPOKANE COUNTY, WA
4WC E
WHIPPLE CONSULTING ENGINEERS
21 S. PINES ROAD
SPOKANE VALLEY, WA 99206
PH:509-893.2617 FAX:509-926-0227
THE PURPOSE OF THIS EXHIBIT IS TO DISPLAY PLOTTABLE
TITLE EXCEPTIONS PER STEWART TITLE GUARANTY COMPANY
ALTA COMMITMENT FOR TITLE INSURANCE, FILE NO. 20-15829,
DATED APRIL 19, 2021, TO SATISFY THE CITY OF SPOKANE
VALLEY REQUIREMENTS FOR BLA-2022-0006.
- N/E LINE PER
BSP-03-06
R.O.S.
BK. 75
PG. 69
20' SEWER EASEMENT
A. F. N.5608896
INTERSTATE-90
NORA AVENUE
0
0
' PARCEL
�i' LINE BEING
ELIMINATED
///N\ A.P.N.
45103.0231
R.O.S. BK. 130 PG. 31
NORTH LINE OF TRACT 23,
ASSESSOR'S PLAT NO. 6
WEST LINE OF TRACT 23,
ASSESSORS' PLAT NO. 6
R.O.S. BK. 20 PG. 70
25' EASEMENT I 1
II
20' EASEMENT
A.F.N.860221096 I 1 I I~ A.F.N.860221095
A.P.N. 45103.0292 (L-i,/- EASSESSORS' FPLAT N016
�1 III -1I
-
20' PIPELINE EASEMENTA.F.N.4142159 I
10' EASEMENT A.F.N.8608110038
30' PRIVATE I i
ROAD EASEMENT
A.F.N.9307300751�'�,
50'
100'
PARCEL LINE BEING
ELIMINATED
- 40'
20'X40' ELECTRIC
DISTRIBUTION
LINE EASEMENT
/ /R.O.S. BK. 38 PG. 85
20' EASEMENT PER
1 R.O.S. BK. 38 PG. 85
00
xx
10' EASEMENT
A. F. N.7705090162
A. F. N.6142899
SP-659-90
L.
20' EASEMENT
A. F. N.8105140311
,- EAST LINE OF TRACT 23,
/ ASSESSORS' PLAT NO. 6
R.O.S.
BK. 65 PG. 55
PROJECT NO.: 21-3132
DATE: 02/01/22
DRAFTED BY: BAG
REVIEWED BY: RMA
SCALE: 1"=100'
T.25N.-R.44E.-S.10
N
W E
S
TITLE EXCEPTION EXHIBIT
EXISTING CONDITIONS
CITY OF SPOKANE VALLEY,
SPOKANE COUNTY, WA
4WC E
WHIPPLE CONSULTING ENGINEERS
21 S. PINES ROAD
SPOKANE VALLEY, WA 99206
PH: 509-893-2617 FAX: 509-926-0227