HomeMy WebLinkAboutSurvey 21608DECLARATION
KNOW ALL MEN BY THESE PRESENTS, THAT H&B DEVELOPERS, LLC, AN OREGON
LIMITED LIABILITY COMPANY, AS THE OWNER OF THE LAND SHOWN ON THE SUBJOINED
MAP HAVE CAUSED , SAID LAND TO BE SURVEYED AND PLATTED INTO LOTS AND ROAD
RIGHT OF WAYS AS SHOWN IN ACCORDANCE WITH ORS CHAPTER 92 , AND DO HEREBY
DEDICATE TO THE PUBLIC FOREVER ALL ROAD RIGHT OF WAYS AS SHOWN, AND DO
HEREBY DEDICATE TO THE PUBLIC A TEMPORARY EMERGENCY VEHICLE TURNAROUND
EASEMENT ON LOTS 15 AND 16 AS SHOWN, AND AND DO HEREBY DEDICATE TO THE
PUBLIC FOREVER 10.00 FOOT PUBLIC UTILITY EASEMENTS (PUE) AS SHOWN, AND DO
HEREBY DEDICATE PUBLIC ACCESS EASEMENTS OVER PORTIONS OF LOT 1 AND LOT 20
AS SHOWN, AND DO HEREBY DEDICATE A PUBLIC DRAINAGE EASEMENT LOCATED ON
LOT 1, AND DO HEREBY CREATE A PRIVATE IRRIGATION EASEMENT OVER PORTIONS OF
LOTS 12, 13, 15, 16 AND 17 FOR THE BENEFIT OF PARCEL 1 OF PARTITION PLAT
NO.1995-9, AND DO HEREBY ACCEPT ALL EXISTING EASEMENTS AS SHOWN OR NOTED,
AND DO HEREBY SUBMIT FOR APPROVAL AND RECORD SAID SUBDIVISION PLAT OF
RILEY ROSSI G.
MARK HUFFMAN, MANAGING MEMBER DATE
H&B DEVELOPERS, LLC
STATE OF OREGON
COUNTY OF 1DE5Cl�u7�— S j
ON THIS �� DAY OF SEPTET B ��°, 2025, BEFORE ME A NOTARY PUBLIC
IN AND FOR THE STATE OF OREGON, PERSONALLY APPEARED MARK HUFFMAN,
MANAGING MEMBER, H&B DEVELOPERS, LLC, PERSONALLY KNOWN TO ME OR
PROVED TO ME BY SATISFACTORY EVIDENCE TO BE THE IDENTICAL PERSON
DESCRIBED HEREIN, WHO EXECUTED THE FOREGOING DECLARATION AND
ACKNOWLEDGED TO ME THAT THEY DID SO FREELY AND VOLUNTARILY FOR THE
PURPOSE THEREIN NAMED.
SUBSCRIBED AND SWORN BEFORE. ME THIS DAY OF 2� 1 2025
(NOTARY SIGNATURE)
NOTARY NAME (PRINT): 7,4M &I -A AAIAI TEnIN,AAJ
NOTARY PUBLIC, STATE OF OREGON
COMMISSION NO. /02&01 t_;
MY COMMISSION EXPIRES: -SaL-Y 18. Uzj(o
EASEMENTS & EMCUMBRANCES:
THE PROPERTY IS SUBJECT TO THE FOLLOWING
1. CITY LIENS, IF ANY, OF THE CITY OF BEND.
2. THE PREMISES DESCRIBED HEREIN FALL WITHIN THE BOUNDARIES OF SWALLEY
IRRIGATION DISTRICT AND ARE SUBJECT TO RULES AND REGULATIONS, INCLUDING LEVIES,
ASSESSMENTS, WATER AND IRRIGATION RIGHTS AND EASEMENTS FOR DITCHES AND CANALS
THEREOF. QUITCLAIM DEED FOR TRANSFER OF INTEREST IN A WATER RIGHT RECORDED
NOVEMBER 07, 2024 AS INSTRUMENT 2024-29342.
3. SEWER HOOK—UP AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN: CITY OF BEND, AN OREGON MUNICIPAL CORPORATION AND ELDON AND DONNA
PEARSON RECORDING INFORMATION: AUGUST 29, 1994 AS BOOK 350, PAGE 0581
4. IMPROVEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN: DESCHUTES COUNTY, OREGON, A POLITICAL SUBDIVISION
AND: ELDON C. PEARSON AND DONNA M. PEARSON
RECORDING INFORMATION: MARCH 29, 1995 AS BOOK 369, PAGE 0895
5. SHARED WELL AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN: ELDON C. PEARSON AND DONNA M. PEARSON RANDAL S. THORNTON AND
JANETTE A. THORNTON RECORDING INFORMATION: OCTOBER 09, 1997 AS BOOK 465, PAGE
0988
6. RESOLUTION NO. 2655, AN RESOLUTION FORMING GLEN VISTA SEWER IMPROVEMENT
REIMBURSEMENT DISTRICT, INCLUDING TERMS AND PROVISIONS THEREOF.
RECORDED: SEPTEMBER 18, 2008 AS INSTRUMENT NO. 2008-38236
7. PUBLIC FACILITIES IMPROVEMENT AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF: BETWEEN: THE CITY OF BEND, AN OREGON MUNICIPAL CORPORATION
AND: H&B DEVELOPERS LLC, RECORDING INFORMATION: OCTOBER 23, 2024 AS INSTRUMENT
NO. 2024-27653
8. SECURITY AND IMPROVEMENT AGREEMENT, INCLUDING TERMS AND PROVISIONS
THEREOF. RECORDED: JANUARY 02, 2025 AS INSTRUMENT NO. 2025-00076
9. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF.
GRANTOR/TRUSTOR: H&B DEVELOPERS, LLC, AN OREGON LIMITED LIABILITY COMPANY
GRANTEE/BENEFICIARY: WASHINGTON TRUST BANK
TRUSTEE: BRAD L. WILLIAMS, ATTORNEY OF LAW
AMOUNT: $1,998,752.00
RECORDED: JANUARY 07, 2025
RECORDING INFORMATION: INSTRUMENT NO. 2025-00356
10. PIPELINE CROSSING AGREEMENT BETWEEN H&B DEVELOPERS LLC AND CITY OF BEND,
RECORDED JUNE 18, 2025, IN BOOK 2025, PAGE 15744, DESCHUTES COUNTY OFFICIAL
RECORDS. AGREEMENT IS FOR THE IRRIGATION PIPELINE THAT CROSSES OVER . NW SKI LANE
FROM LOTS 12 & 13 TO LOT 15. SAID INSTRUMENT RE —RECORDED JULY 30, 2025, IN BOOK
2025, PAGE 20030, DESCHUTES COUNTY OFFICIAL RECORDS.
RILEY CROSSING
CITY OF BEND PROJECT NO: PLLD20230674
A REPLAT OF PARCEL 2, PARTITION PLAT NO. 1995-91
LOCATED IN THE NW 1 /4 SE 1 /4 OF SECTION 17,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF
BEND, DESCHUTES COUNTY, OREGON
APPROVALS
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE PARCEL 2 OF PARTITION PLAT 1995-9 DE CHUTES COUNTY SURVEYOR DATE
INTO LOTS AND ROAD RIGHTS —OF —WAY AS SHOWN HEREON. TO RE—ESTABLISH THE NORTH Q l
PROPERTY LINE OF SAID PARCEL 2, WE HELD THE NORTHEAST CORNER OF PARCEL 2 _(1 /� / 2025
AND THE NORTHWEST CORNER OF PARCEL 1 AND SINGLE PROPORTIONED THE DISTANCES
TO CALCULATE THE NORTHWEST CORNER OF PARCEL 1. FOR THE SOUTH LINE, WE HELD CITY OF BEND PLANNING DIRECTOR DATE
THE SOUTHEAST CORNER OF PARCEL 2 AND THE 1 INCH AXLE NOTED IN RECORD SURVEY -- q f� f -,-ZS -
R1. WE SINGLE PROPORTIONED THE RECORD DISTANCES TO ESTABLISH THE SOUTHWEST /
CORNER OF PARCEL 2. FOR THE WEST LINE, WE SCALED AND ROTATED RECORD DISTANCES OF BEND ENGINEERING DATE
AND BEARINGS FROM THE SOUTHWEST CORNER TO THE NORTHWEST CORNER. ALL
RESULTING DISTANCES IN BEARINGS FIT WELL WITH RECORDS.
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON OF ANY DEDICATION MADE HEREON TO THE PUBLIC
COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE
STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SP80
SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED
Deschutes County Official Records
Steve Dennison, County Clerk 2025-25010
01573277202500250100030036
D-PLAT Cnt=1 Pgs=3 Stn=6 09/15/2025 12:02 PM
$50.00 $11.00 $61.00 $10.00 $10.00 $142.00
/Ysflon��
COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY DESCHUTES COUNTY COMMISSIONERS
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
SURVEYOR'S CERTIFICATE: ASSESSOR'S CERTIFICATE: 1 HEREBY CERTIFY THAT ALL AD VALOREM TAXES,
ASSESSMENTS, FEES AND OTHER CHARGES REQUIRED BY LAW TO BE PLACED
I, DIRK P. DURYEE, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO ON THE 2025--2026 TAX ROLLS WHICH BECAME A LIEN OR WILL BECOME A
HEREBY CERTIFY THAT I OR THOSE UNDER MY DIRECT SUPERVISION, HAVE CORRECTLY LIEN ON THIS PLAT DURING THIS TAX YEAR, BUT NOT YET CERTIFIED TO THE
SURVEYED AND MARKED WITH LEGAL MONUMENTS THAT LAND REPRESENTED ON THIS TAX COLLECTOR FOR COLLECTION, HAVE BEEN PAID TO ME:
SUBDIVISION PLAT, AND FURTHER CERTIFY THAT SAID LAND WAS SURVEYED IN
CONFORMANCE WITH THE OREGON REVISED STATUES AND THE RULES OF COMMON LAW, SAID
PLAT IS LOCATED IN THE NORTHWEST ONE —QUARTER OF THE SOUTHEAST ONE —QUARTER OF
SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, OF -THE WILLAMETTE MERIDIAN, IN THE DE TES COUNTY TAX ASSESSOR
CITY OF BEND, DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
SAID PARCEL BEING PARCEL 2 OF PARTITION PLAT 1995-9 I CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE:
THE INITIAL POINT BEING MARKED BY A 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED
"LS 1020" AT THE NORTHWEST CORNER OF PARCEL 1 OF PARTITION PLAT N0. 1999-20. DESCHUTES COUNTY AX COLLECTOR
CONTAINING 2.44 ACRES, MORE OR LESS.
SWALLEY IRRIGATION DISTRICT
NO WATER RIGHTS ON THIS PROPERTY
DATE
9/Zs
DATE
9 LaL
D TE
C9
2
D E
CONSENT TO DECLARATION.
AN AFFIDAVIT OF CONSENT TO DECLARATION FROM WASHINGTON
TRUST BANK H S BEEN RECORDED — t2f i co , 2025 IN BOOK
2025, PAGE 2 DESCHUTES COUNTY OFFICIAL RECORDS
QUANTITIES:
ROAD RIGHTS OF WAY: 0.63 ACRES
PUBLIC UTILITY EASEMENT
LOTS: 1.81 ACRES
THE PUBLIC UTILITY EASEMENT (P.U.E.) SHALL BE USED TO CONSTRUCT AND MAINTAIN PUBLIC
TOTAL: 2.44 ACRES
UTILITIES (UTILITIES) INCLUDING BUT NOT LIMITED TO CITY WATER, SEWER AND STORM DRAINAGE
UTILITIES AND GAS, ELECTRICAL, PHONE AND COMMUNICATIONS SERVICES AND FOR UNRESTRICTED
SHEET
INDEX:
INGRESS AND EGRESS TO AFFECTED PROPERTIES FOR THE PURPOSE OF INSTALLING, REPAIRING,
TESTING, MAINTAINING, AND REPLACING THE UTILITIES AND RELATED FACILITIES. THE P.U.E. SHALL BE
SHEET 1:
SIGNATURES, APPROVALS, DECLARATION, SURVEYORS'S
NON-EXCLUSIVE EXCEPT THAT THE CITY AND UTILITIES SHALL HAVE THE EXCLUSIVE RIGHT TO
-THEIR
CERTIFICATE,
NARRATIVE
CONSTRUCT, INSTALL, MAINTAIN AND OPERATE THE UTILITIES, EQUIPMENT AND ALL RELATED
FACILITIES ABOVE AND BELOW GROUND WITHIN THE P.U.E. INCLUDING THE RIGHT OF ACCESS TO SUCH
SHEET 2:
SUBDIVISION PLAT MAP, LEGEND, LINE &CURVE TABLES
FACILITIES AND THE RIGHT TO REQUIRE THE REMOVAL OF ANY OBSTRUCTIONS INCLUDING TREES AND
SHEET 3:
EASEMENT SHEET AND DETAILS
VEGETATION THAT MAY BE PLACED WITHIN THE P.U.E. AT THE AFFECTED PROPERTY OWNER'S EXPENSE.
PROPERTY OWNERS MAY USE THE SURFACE OF THE P.U.E. PROVIDED SUCH USE DOES NOT INTERFERE
WITH THE CITY'S AND UTILITIES RIGHTS CONTAINED IN THIS EASEMENT. PROPERTY OWNERS SHALL NOT
PERMIT ANY OTHER USE OR UTILITIES TO BE LOCATED IN THE P.U.E. WITHOUT THE WRITTEN CONSENT
OF THE CITY. APPROVED USES WITHIN THE P.U.E. SHALL CONSIST OF, BUT ARE NOT LIMITED TO,
m
GI ERED
LANDSCAPING, PAVED DRIVEWAY OR PARKING AREAS, TRAILS, PATHS, SIDEWALKS OR OTHER USES
0
PRO S IONAL
THAT WILL NOT AFFECT THE ABILITY OF THE CITY OR UTILITIES TO ACCESS THE P.U.E. PROHIBITED
0 m:
LAND U VEYOR
USES SHALL CONSIST OF, BUT ARE NOT LIMITED TO, PERMANENT STRUCTURES, BUILDINGS INCLUDING
PORCHES AND ROOF EAVES OR COMPONENTS AND APPURTENANCES THEREOF, OR ANY OTHER
HORIZONTAL OR VERTICAL ENCROACHMENT, OBSTRUCTION, EXCAVATION OR ALTERATION OF THE P.U.E.
m
THE P.U.E. SHALL PERPETUALLY ENCUMBER ALL AFFECTED PROPERTIES.
o
YM EG0N
May 12, 2010
POST,MONUMENTATION:
DIRK P. � IUR
I, D K P. R E, CERTIFY THAT POST MONUMENTATION OF THE REMAINING EXTERIOR & INTERIOR CORNERS
WI BE MPL ED WITHIN 90 DAYS FROM COMPLETION OF. STREET AND UTILITY IMPROVEMENTS.
C
RENEWS: 12/31/25
DIRK P. RYEE, PLS 65694
N
r"'
TITLE: RILEY CROSSING FINAL PLAT
2431-RILEY CROSSING —Final Plat.dwg
EXTERIOR AND INTERIOR MONUMENTS SET PER AFFIDAVIT OF MONUMENTATION RECORDED
IN BOOK PAGE DESCHUTES COUNTY OFFICIAL RECORDS.
C
_ _
JOB NO: 2431 — RILEY CROSSING
Q
SCALE:
BY: P.A.T.;,,.
DATE: 09-08-2025
DESCHUTES COUNTY SURVEYOR
_..___ __
725 NW F
(:S 21608
/
O / FOUND 5/8" IRON ROD WITH YELLOW
� HARDY ROAD PLASTIC CAP STAMPED "OTAK INC"
N89'51'47"E (R4) PER (R4), DESTROYED DURING N89'51'47"E 295.93' (R4)
v - _ S89050'39"W 160.33' - CONSTRUCTION, RESET THIS SURVEY - S89'50'39"W 295.99' _ lift
-
- -
�% EAST 392.71' (R1) FOUND 5/8" IRON ROD WITH-/
/ 230.17 (R1)
162.54' (R1) N89�51'14"E 392.60' L13 YELLOW PLASTIC -CAP STAMPED
41- 162.49' C1 230.11 - - - - "oTAK INC" PER (R4)_ _
30.02' 30.02' 23 00 23 00' 23 00' 23 0"23.00'
FOUND 5/8" IRON
/ ROD WITH RED
/ PLASTIC CAP STAMPED
"LS 1020" PER (R1)
RENEWS: 12/31 /25
PARCEL 1
PP 1995-9
N Q�
N N Nd`
M �
NCV
r o
55.07' \ INITIAL POINT
FOUND 5/8" IRON
ROD WITH RED
O
N
PLASTIC CAP STAMPED
1
2
3
N
4
r5
6
LS 1020 PER (R1)
n 4102 SF 2141
Ki
0 2142
0
�
2143 0
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0
2144 2145
SF
I SF
I
SF I
SF I SFui
I
N Op
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O
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0
0
0
PARCEL 1
` z
p
Z
O
Z
O
I PP 1999-20
w
LOT 13 O
IP
W.C.
0
z
LOT 14
S89'57'53"W
1.00'
RILEY CROSSING
CITY OF BEND
PROJECT N0: PLLD20230674
A REPEAT OF PARCEL 2,
PARTITION PLAT N0. 1995-91
LOCATED IN THE NW 1 /4 SE 1 /4
OF SECTION 17, TOWNSHIP 17
SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES
COUNTY, OREGON
ACTUAL
CORNER
FALLS IN
FENCELINE
<3 z z WITNESS CORNERS LOTS 6 & 7 WITNESS CORNERS LOTS 13 & 14
<� 24.13' 23.00' 23.00' 23.00' 23. 00' 23.00 SEE I DS IL SCALE: 1 "=5' SCALE: 1 "=5'
►0
38 SF
L5 S89'5753"W 139.13' I LOTS 6 & 7
<�
O - - - _ LOT 16
w
<� <�'� n�
7
(_j
Lri
.o .O
5750 SF
�t
`'v
S89'57'41 "W 88.65
I
I
14
w
L2
19
S89 57'53"W 118 23'
I
SEE WITNESS
� �
4347 SF N ��
8
0
c4i
CORNER DETAIL
- -
LOTS 18 & 19
- - -
4528 SF
�}
DETAIL "A"
SCALE: 1 "=5'
S21'02'35"W
1.74'
PARCEL 1
PP 1995-9
NOT A PART
S89057'41 "W
0.50'
LOT 17
W.C. LOT 16
LOT 15
ACTUAL
CORNER W.C.
FALLS IN - - �-
FENCELINE
S89'5T53"W
1.00'
ROAD
DEDICATION
WITNESS CORNER LOT 15
SCALE: 1 "=5'
ACTUAL
CORNER W.C. LOT 19
FALLS IN
FENCELINE
LOT 18
S89'57'41 "W
1.00'
WITNESS CORNER LOTS 16 & 17 WITNESS CORNER LOTS 18 & 19
SCALE: 1 "=2' SCALE: 1 "=5'
S89 57 41 W 121.90 �. WITNESS CORNER
ol
Mo 18 n Z n 389 57'53"W 108.35
C° SW CORNER LOT 16
�5400 SF o' `Z O � ^ 13 SCALE: 1"=2'
�, cn 9 N
S89 57 41 W 143.80 L6 4276 SF � w
SEE DETAIL "A"
�-
O
- -
In N
17
D
S89'57'53"W 105.00'
o o
m
SEE WITNESS 5459 SF v r
�
-
o
N
z o0 12
N
CORNER DETAIL N
c9 �� LOTS 16 & 17 00
r-
o -,
1 O
4173 SF
�
I
o '� - - - -
(i
"W
I
�
\``'�I 6'`• S89'57'41 124.95'
m
�v`�'�� 3�' r-
16
S89 57'S3"W 102.63'
o
t�
�
5077 SF
N
11
N
0
S • Cl
81 45 1,7
n
4080 SF
ci
I 11 -
5
C
z
,�h
oN LOT 18
�N
S89057'41 "W
LOT 17
v'
61.63, E 45.10 N w 4 S89057'53"W 100.56' JPG�
S81.3 " S89 57 41 W J - - - I P ;�
8 51 E C15 `'
61
•64 (R1)
C12
- -
SEE WITNESS .-. -
00
�
12
0
N
CORNER DETAIL v p
SW CORNER
.�
4031 SF
I 10
LOT 16 o N
to
L 15
Iw
I
I� wry---
S89'57'53"W 100.02'
--
20.72'
N
w
O
4300 SF
!O
I-
r- O
�
O
13
N
P
0
o M_ n ih N 4010 SF
w o
M d' O o SEE WITNESS CORNER FOUND 5/8" IRON ROD
FOUND 5/8" IRON ROD o O ul � DETAIL LOTS 13 & 14 '419.48' WITH YELLOW PLASTIC CAP
WITH RED PLASTIC CAP cn S89'57 53 W to - - '`� STAMPED DEJARNATT LS
STAMPED "LS 1020" 45.27' 1 p S8957'53 ,W 99.50 �� 2208" PER (R3)
PER R1 LEANING of o I 9
( ) cn I o 0
"
NORTHEASTERLY, NOT
SEE WITNESS
N
1 q. N
`w o
FOUND 1 AXLE
HELD, BEARS
o CORNER DETAIL
o
3989 SF
NOTED IN (R1),
S44'43'29"E 0.26' FROM
O LOT 15
ORIGIN UNKNOWN
SW PLAT CORNER
�'`�
75.29
30.o0
98.98
FOUND 5/8" IRON ROD
- _
- - - - - -
9.69' WITH YELLOW PLASTIC CAP
173.37' 204.27'
STAMPED "DEJARNATT LS
173.51' (R1) N89'57'53"E 377.64' 204.44' (R1)
2208" PER (R3)
N89'53'33"W 377.95' (R1), N89'57'06"W 377.61' (R2)
28
FOUND 5/8" IRON
LEGEND
ROD, NO CAP, UP
ti
15" PER (R1)
MONUMENTS FOUND AS NOTED
- 01
O
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING"
A\
W.C.O
SET WITNESS CORNER, A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING"
SET 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP STAMPED "TYE ENGINEERING"
vP
❑
CORNER TO BE POST MONUMENTED WITH A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING"
SF
SQUARE FEET
(R1)
PARTITION PLAT 1995-9 BY GEORGE COLVIN, PLS 1020, FILED 3-29-1995, CS12139
(R2)
SURVEY BY ROBERT BAXTER, PLS 2041, FILED 2-15-1996, CS12492
(R3)
PLAT OF LAVACREST BY GARY DEJARNATT, PLS 2208, FILED 2-28-2000, CS13960
SEE SHEET
3 FOR EASEMENTS
(R4)
PLAT OF CLEARSTONE, PHASE 1 BY DALE BARRETT, PLS 1979, FILED 11-8-2007, CS17552
LINE TABLE
LINE
LENGTH
DIRECTION
L1
24.13'
S28'56'54"E
L2
5.53'
S28056'54"E
L3
29.66'
S28'56'54"E
L4
20.11'
S28'56'54"E
L5
9.55'
S28'56'54"E
L6
4.15'
S03'21'56"E
L7
40.47'
S03'21'56"E
L8
38.99'
S03'21'56"E
L9
83.61'
S03'21'56"E
L10
19.23'
S03021'56"E
L11
40.27'
S03'21'56"E
L12
24.11'
S03021'56"E
L13
23.11'
S00009'21 "E
L14
1.23'
N89'51'20"E
L15
2.67'
S71'04'46"E
L16
18.67'
N89053'00"E
L17
5.00'
N89051'14"E
L18
9.46'
S10'31'35"E
L19
5.45'
S18'22'05"E
L20
7.36'
S28'56'54"E
L21
2.01'
S28'56'54"E
L22
5.46'
S35'29'20"E
L23
9.52'
S02'31'55"W
L24
41.09'
N89051'13"E
L25
7.76'
N89'51'13"E
L26
29.66'
S2805654"E
L27
29.66'
S28'56'54"E
L28
83.61'
S03'21'56"E
L29
83.61'
S03'21'56"E
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
6.87'
200.83'
3.44'
S01'08'08"E
6.87'
1 *57'35"
C2
109.14'
230.83'
55.61'
S15'24'15"E
108.12'
27005'19"
C3
94.05'
200.83'
47.91'
S15'31'55"E
93.20'
26'49'58"
C4
78.97'
170.83'
40.21'
S15'42'18"E
78.27'
26*29'13"
C5
39.07'
170.00'
19.62'
N22'21'51"W
38.99'
1301006"
C6
36.83'
170.00'
18.49'
N09'34'22"W
36.76'
12'2453"
C7
89.30'
200.00"
45.41'
N16'09'25"W
88.56'
25'34'59"
C8
40.13'
230.00'
20.12'
N23'57'00"W
40.08'
9059'49"
C9
41.44'
230.00'
20.78'
N13047'22"W
41.39'
10'19'26"
C10
21.12'
230.00'
10.57'
N0559'47"W
21.12'
5*15'44"
C11
8.19'
370.00'
4.10'
NO2'43'52"W
8.19'
1 *16'06"
C12
8.82'
370.00'
4.41'
N01'24'50"W
8.82'
1'21'59"
C13
18.39'
400.00'
9.20'
N02002'53"W
18.39'
2'38'05"
C14
16.14'
430.00"
8.07'
N0217'23"W
16.14'
2009'04"
C15
3.63'
430.00'
1.81'
N00058'21"W
3.63'
0'29'01"
C16
4.52'
13.50'
2.28'
N80040'31"W
4.50'
19*11'29"
C17
8.81'
26.14'
4.45'
S80'35'53"E
8.77'
19*18'05"
C18
6.88'
16.50'
3.49'
N77'56'26"E
6.83'
23053'10"
C19
8.12'
19.50'
4.12'
S77055'32"W
8.06'
23'51'23"
C20
69.13'
169.00'
35.05'
S17*13'49"E
68.65'
23026'11"
C21
73.61'
170.83'
37.38'
S14048'20"E
73.04'
24*41'16"
C22
95.74'
230.84'
48.57'
S13044'29"E
95.05'
23045'49"
C23
81.27'
231.00'
41.06'
S14011'55"E
80.85'
20009'29"
C24
5.36'
170.83'
2.68'
S28002'56"E
5.36'
1047'57"
C25
75.91'
170.00'
38.60'
N16009'25"W
75.28'
25'34'59"
C26
102.70'
230.00'
52.22'
N16'09'25"W
101.85'
25'3459"
C27
17.01'
370.00'
8.51'
N02002'53"W
17.01'
2'38'05"
C28
19.77'
430.00'
9.89'
NO2'02'53"W
19.77'
2'38'05"
TITLE: RILEY CROSSING FINAL PLAT
2431-RILEY CROSSING -Final Plat.dwg
JOB NO: 2431 - RILEY CROSSING
SCALE: 1 "=40' BY: P.A.T.
DATE: 09-08-2025
SHEET: 2 OF 3 725 NW HILL, BEND, OR
97703 541-389-6959
RILEY CROSSING
CITY OF BEND PROJECT NO: PLLD20230674
A REPLAT OF PARCEL 2, PARTITION PLAT NO. 1995-91
LOCATED IN THE NW 1 /4 SE 1 /4 OF SECTION 17,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF
BEND, D ESCH U TES COUNTY, OR EGON
HARDY ROAD
PUBLIC ACCESS
-- — — EASEMENTS AND PUBLIC — —
DRAINAGE EASEMENT, SEE
LOT 1 AND LOT 20 DETAIL
-----
1 1 I
I 10.00 PUE
1 12 3 4 5 6
20
I i I I i
I � I
i
SCALE: 10.00'
1 40 7
» — -- PUE
=
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1
s _
1 s 10.00' � Z
PUE
cn 9
I
\ 10.00' PRIVATE 17 y 7-
IRRIGATION rn
EASEMENT 11 ` 10
4 1
16 20.00' PUBLIC
\ TEMPORARY — — — — — —
EMERGENCY VEHICLE
TURNAROUND
EASEMENT,
-T SEE DETAIL 11
I
10.00' PRIVATE — — — —
IRRIGATION 10.00' PRIVATE
EASEMENT I IRRIGATION EASEMENT — —
I I
12
10.00' PUE & PRIVATE 4 IRRIGATION EASEMENT f '�
15 I — —
10.00' PRIVATE
N89'15'41"E I 13 IRRIGATION EASEMENT
10.01'
10.00' o o N89'59'07"W
PUE I 10.86' 10.00
i
-- � 10.00'
PUE 14
L1
L23
1
PUBLIC
ACCESS
EASEMENT
1
1
n 2
n � �
1 w
�2
PUBLIC
\ ACCESS
EASEMENT
LOT 20 \
L2;
\
PUBLIC ACCESS L17
EASEMENT
C17 L25
L24
L16 10.00'
(Co �Ll 5 C19 PUE
C16 C18
PUBLIC '
DRAINAGE P
n EASEMENT �N
C� o
LOT 1 LOT 2
kA^I i
r
00
L21
C24 L19
L20
LOT 7
LOT 1 AND LOT 20 — EASEMENTS
SCALE: 1 "= 20'
1 �
10.00' PUE
LOT 16
20.00'
WIDE PUBLIC
TEMPORARY EMERGENCY
I
VEHICLE
TURNAROUND
EASEMENT
SO'41'30"E
Z
---- .�
10.00'
I
--._.
S3021'56"E
-�."
1.82'
(�
N89'57'41 "E
10.00' WIDE
n
2.00'
IRRIGATION
-""
10.00'
EASEMENT
10.00' PRIVATE
PRIVATE
IRRIGATION AND
D
IRRIGATION
EASEMENT.
SO 4f "10.00'
n
.
NJ
PUE EASEMENT
Z
m
N89'57'53"E
43.21'
SO'44'19"E
1.18'
10.00' PRIVATE
LOT 15
IRRIGATION AND
{ I
t
PUE EASEMENT
TEMPORARY EMERGENCY TURNAROUND EASEMENT
SCALE: 1 "=20'
DESCHUTES COUNTY SURVEYOR
FlLED 09' 1''5-
BY:
CS 21sos-
RENEWS: 12/31 /25