HomeMy WebLinkAboutSurvey 20535BEGINNING AT THE INITIAL POINT AS DESCRIBED ABOVE, AT THE NORTHWEST CORNER- OF " GOVERNMENT LOT 2 - THENCE S 89*2923 E ON THE NORTH LINE E OF GOVERNMENT LOT 2, 700.02 FEET TO A
518"IRON ROD; THENCE S 87'0259"E, LEAVING THE NORTH LINE OF SAID GOVERNMENT LOT 'Z 1126.23 FEET TO A 5/8" IRON ROD, THENCE S 8929'31 "E, 299.95 FEET. TO A 518" IRON ROD, :THENCE
N .62'37'21 "E, 102.48 FEET TO A 5/8" IRONROD 'ON THE NORTH LINE OF THE SOUTHE4ST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 18; THENCE S 89'2923"E, ON SAID NORTH LINE,
325.10 FEET TO A 112" IRON 'ROD AT THE .CENTER NORTH SIXTEENTH CORNER OF SAID SECTION ,18; * THENCE S 00'13'52"W, ON THE NORTH SOUTH CENTERLINE .OF SAID SECTION 18, 1320.93 FEET TO
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A 112 IRON ROD AT THE CENTER 'QUARTER CORNER OF SAID SECTION 18; . THENCE. S 00' 14 27"W, ON SAID NORTH .SOUTH CENTERLINE; 633.47 FEET TO A 518" . IRON ROD ON THE • NORTH RIGHT OF WAY
LINE OF JORDAN ROAD; THENCE ON _ SAID RIGHT OF WAY LINE ON THE ARC OF A 1.153.68 FOOT RADIUS CURVE TO THE RIGHT, THRU A .CENTRAL ANGLE. OF 6'15'34" LONG_ CHORD BEARS N 89'40'05vl
125.97 FEET, ;126.04 - FEET TO A 5/8" IRON. ROD; THENCE ON SAID : RIGHT. OF WAY LINE; ON THE ARC OF A 3715.50 FOOT RADIUS CURVE TO THE RIGHT, THRU . A `CENTRAL ANGLE: OF 7*08'07 ; : LONG
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CHORD BEARS N 82'58'15"W, 462.41 FEET, - 462.71 FEET TO A 518" :IRON ROD; THENCE N 7924'11 "W, ' ON SAID RIGHT OF WAY LINE, 1993.04 - FEET TO A POINT ON :THE' WEST LINE OF SAID SECTION 18;
THENCE_N 00722'00"E, ON SAID SECTION. LINE,..232.07 FEET TO A .112 IRON ROD AT THE WEST QUARTER CORNER OF SAID SECTION 18; THENCE N 00*25'16"F, ON. -SAID SECTION LINE, 1321.15 FEET.
TO.THE POINT OF BEGINNING.
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SUBJECT TO AND TOGETHER WITH EASEMENTS AND. RIGHT F T G D WAYS OF RECORD
CONTAINING
A NG A GROSS AREA OF 102.72 ACRES, .MORE OR LESS
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NARRATIVE.
THE PURPOSE OF: THIS SURVEY WAS TO DEFINE THE BOUNDARY OF THAT CERTAIN `PARCEL 'OF LAND DESCRIBED IN A STATUTORY WAR - - - WARRANTY. DEED, DATED 04 26 2019, DOCUMENT: NO.. 2019 13124,
DESCHUTES COUNTY:OFFICIAL RECORDS AND TO PARTITION SAID PARCEL, AS .REQUESTED BY MICHAEL . MANSKER.
MONUMENTS WERE FOUND AND HELD AT THE NORTH. AND SOUTH SIXTEENTH AND QUARTER CORNERS. ON THE WEST LINE : OF SECTION 18, THE CENTER NORTH AND CENTER *SOUTH ..SIXTEENTH CORNERS
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AND .THE CENTER QUARTER CORNER . OF SECTION 18 AND :THE INTERMEDIATE CORNERS ' ALONG THE NORTH BOUNDARY OF SAID PARCEL PER REFERENCE ` MATERIAL.. ITEMS 1 AN
_ (�_ (2) D (3)-
THE RIGHT .OF WAY ALIGNMENT FOR- JORDAN ROAD (A.J.WARRIN RD - TUMALO' RESERVOIR :MARKET RD) WAS _DETERMINED BY A COMBINATION OF CENTERLINE ASBUILT LOCATION AND MONUMENTS
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FOUND, AS SET BY AWBRERY PERRY PER CS00685. I HELD THE MONUMENTS FOUND, AS SET. BY CS00685, TO DEFINE THE TANGENT PORTION OF JORDAN ROAD. THE CURVED PORTION OF JORDAN
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ROAD WAS BASED ON .THE ASBUILT LOCATION OF THE. CENTERLINE OF THE. EXISTING P S H A ALT
THE ALIGNMENT FOR CLOVERDALE ROAD (GEORGE W. SLAYTON RD) WAS: BASED ON. THE SURVEYORS REPORT, FIELD NOTES AND MAP OF 'The GEO. W SLAYTON ET AL COOUNTY ROAD BY FR D-
W E A.
,� RICE,. CROOK COUNTY SURVEYOR PERFORMED ON APRIL 23 1913. SEE SHEET
i i EET : 3 :OF. 3 OF THIS PARTITION :PLAT FOR. DETAILS OF MONUMENTS. HELD. AND RECORD. CALCULATED DATA UTILIZED TO
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N RESOLVE THE CENTERLINE .ALIGNMENT . OF THE 40 FOOT. WIDE RIGHT -OF WAY.
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s MONUMENTS WERE SET, AS INDICATED TO DEFINE THE EAST RIGHT OF WAY LINE OF. CLOVERDALE ROAD, THE NORTH RIGHT OF WAY LINE OF. JORDAN ROAD AND THE ADDITIONAL MONUMENTS: REQUIRED
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TO - DEFINE": THE BOUNDARIES OF :THE PARCELS CREATED . BY THIS PARTITIONING.
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N0 :UNUSUAL CONDITIONS WERE ENCOUNTERED DURING THE COURSE OF :THIS SURVEY. .
^ to REGISTERED
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DECLARATION.. .
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LAND SURVEY R
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Z KNOW ALL MEN' BY THESE' PRESENTS THAT MICHAEL J. MANSKER AND - KAREN M MANSKER - AS
TENANTS BY THE ENTIRETY ARE OWNERS OF T14F I AND SHOWN HFRFON ANn ` HAVF OAI CZArn y ncat%ul rrca t%_ni iff" Q1 lRvFvngl
Course
Bearing
Distance
L1
S
89029'23"
E
443.87'
L2
S
87*01'00"
E
268.51`
L3
S
86009'09"
E
65.47'
L4
S
86058'34"
E
279.69'
L5
S
87001'11"
E
278.72'
16
S
85052'45"
E
38.14'
L7
S
84039'03"
E
24.36'
L8
S
81042'43"
E
36.07'
L9
S
88034'16"
E
95.16'
L10
S
87045'55"
E
76.18'
L11
S
86025'39"
E
1$7.54-
Li2
S
87059'05"
E
� 14.00'
L13
S
89041 28H
E
15.02,
L14
S
1
7
85O 5 53H
E
17.69'
L15
N
85013-l"
E
19.29'
L16
S
76008'49"
E
9.12`
L17
S
88015'03"
E
22.48'
L18
S
00012'46"
w
42.88'
L19
S
00012'46"
W
332.89'
L20
S
00°12-46"
W '
379.78-
L21
N
89047'14"
W
20.00'
L22
I N
00012'46"
E
712.77'
L23
N
51041'18"
W
38.56'
L24
N
85057'53"
w
18.58'
L25
N
89°41'28"
W
14.67'
L26
N
87059'05"
W
14.57'
L27
N
86°25'39"
W
187.57'
L28
N
8704555"
W
75.81'
L29
N
88034'16"
W
96.22'
L30
N
81042'43"
W
.36.76'
L31
N
84039'03"
W
23.64'
L32
N
85052`45"
W
37.73'
L33
N
87001'11"
W
278.53'
L34
N
86058'34"
W
279.84'
L35
N
86009'09"
W
65.47'
L36
N
87001'00"
W
267.92'
L37
N
89029'23"
W
443.41'
L38
N
00025'16"
E
20.00'
:PARCEL.
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PARCEL 3
-COURSES 'L2 ' THRU
L 17
FOLLOW ALONG AN
EXISTING FENCE. LINE
20 WIDE .
TYPICAL
N
In cm
to
N
-
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cn '
N
N
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PARCEL 2
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N _
0
0
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