HomeMy WebLinkAboutSurvey 21009BOUNDARY SURVEY FOR
FAMILIES FORWARD INC
LOCATED IN THE NE 1 /4, SE 1 /4 OF SECTION 20 AND
THE NW 1 /4, SW 1 /4 OF SECTION 21,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M.,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET THE OUTER BOUNDARY MONUMENTS
FOR THAT PROPERTY DESCRIBED IN STATUTORY DEEDS 2020-57599 AND
2009-28800 OF DESCHUTES COUNTY OFFICIAL RECORDS. FOR THE SECTION
LINE COMMON WITH SECTIONS 20 AND 21, A LINE FROM THE QUARTER CORNER
(22) OF SAID SECTION LINE THRU MONUMENTS 1, 2, AND 3 WAS HELD. A
LINE FROM MONUMENT 2 TO MONUMENT 23 WAS HELD, HOLDING THE RECORD
DEED DISTANCE OF 254.40 FEET TO ESTABLISH MONUMENT 4. FROM
MONUMENT 4 TO 5 A LINE PARALLEL WITH THE COMMON SECTION LINE
BETWEEN SECTIONS 20 AND 21 WAS HELD WHILE HOLDING THE DEED DISTANCE
OF 171.20 FEET TO MONUMENT 5. FROM MONUMENT 5, 6, AND 7, LINES
PARALLEL TO THE LINES FROM MONUMENT 4, 2, 17, AND 16 AND OFFSET THE
171.20 FEET MEASURED AT RIGHT ANGLES. A DEED RECORD DISTANCE OF
254.40 FEET AND 100.00 FEET WAS HELD TO MONUMENT 6 AND 7. MONUMENT
8, 3, 24, AND 25 WERE HELD FOR THE NORTH RIGHT WAY LINE OF TIMBER
AVENUE WITH MONUMENT 8 HELD FOR THE CORNER OF THE PROPERTY. IT
SHOULD BE NOTED THAT THE BEARING OF THIS LINE VARIES SIGNIFICANTLY
WITH THE RECORD DEED AND APPEARS TO BE OF ERROR. THE DEED DISTANCE
CALLS BETWEEN MONUMENTS 8, 9 AND 10 VARY FROM THE OUR FINDINGS. IN
CS01329 (R1) IT IS NOT CLEAR HOW THE NORTH LINE OF TIMBER AVENUE OR
HOW CANAL BOULEVARD WAS DETERMINED. FOR THE NORTHWESTERLY RIGHT
OF WAY LINE OF CANAL BOULEVARD, A LINE FROM MONUMENTS 10, 11, TO A
POINT 10.00' FROM MONUMENT 13 WAS HELD. THE EAST LINE OF THE
PROPERTY WAS DETERMINED BY HOLDING A LINE PARALLEL WITH THE SAID
COMMON SECTION LINE AND HOLDING A RECORD DISTANCE OF 138.37 FEET
FROM MONUMENT 16. A RECORD DEED ANGLE WAS HELD FROM MONUMENT 16
TO 15 TO 14 TO THE NORTHWESTERLY RIGHT OF WAY LINE OF CANAL
BOULEVARD. RECORD DISTANCE OF 102.65 FEET FROM DEED (D1) FOR
MONUMENT 18 ON LINE FROM MONUMENT 21 TO 17. MONUMENT 29 TO THE
CORNER THAT BEARS SOUTH 88' 54' 03" EAST 1.17 FEET FROM MONUMENT 18
WAS HELD WITH A RESULTING DISTANCE OF 82.03 FEET. WE MEASURED
DISTANCE OF 82.11 FEET (DEED RECORD OF 81.99 FEET) AND HELD FROM
MONUMENT 21 THRU MONUMENT 28.
BASIS OF BEARINGS AND CONTROL
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE
CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS
CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS
(INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND
MDRS) WITH TOPCON HIPER GPS. THE CALIBRATION TIES
MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE
COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A
MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM
IS NGVD 29
FDESCHUTES COUNTY V
IL
FILED BY: Go S
MON.
MONUMENT DESCRIPTION
1
1/2" IRON PIPE WITH YPC—POVEY
2
1 /2" REBAR, WITH NO CAP
3
3/4" IRON PIPE WITH NAIL
4
SET 5/8" REBAR WITH YPC "TYE ENGINEERING-
5
SET 5/8" REBAR WITH YPC "TYE ENGINEERING"
6
SET 5/8" REBAR WITH YPC "TYE ENGINEERING-
7
SET 5/8" REBAR WITH YPC "TYE ENGINEERING-
8
5/8" REBAR WITH NO CAP
9
SET 5/8" REBAR WITH YPC "TYE ENGINEERING"
10
3/4" IRON PIPE WITH YPC MARKED-BAXTER-
11
5/8" REBAR WITH NO CAP
12
NOT USED
13
5/8" REBAR WITH OPC CAP —ILLEGIBLE
14
SET 5/8" REBAR WITH YPC "TYE ENGINEERING"
15
SET 5/8" REBAR WITH YPC "TYE ENGINEERING"
16
5/8" REBAR WITH NO CAP
17
5/8" REBAR WITH YPC MARKED "HWA"
18
SET 5/8" REBAR WITH YPC "TYE ENGINEERING WC"—N88'54'03"W 1.17' FROM
ACTUAL PROPERTY CORNER
19
5/8" REBAR WITH NO CAP
20
5/8" REBAR WITH YPC MARKED "HWA"
21
5/8" REBAR WITH YPC MARKED "HWA"
22
2" ALUMINUM CAP, ILLEGIBLE
23
1 /2" REBAR WITH NO CAP
24
5/8" REBAR WITH NO CAP
25
5/8" REBAR WITH YPC "TERRASCOPE"
26
5/8" REBAR WITH OPC "BECON"
27
5/8" REBAR WITH OPC "BECON"
28
1/2" IRON PIPE WITH YPC—POVEY
29
1 /2" IRON PIPE WITH YPC—POVEY
RENEWS: 12/31 /23
9
210 0 9 -
2238—SPENCER ALTA_9-6-2022.dwg
i
SW SALMON AVE.
BOUNDARY SURVEY FOR
FAMILIES FORWARD INC
LOCATED IN THE NE 1 /4, SE 1 /4 OF SECTION 20 AND
THE NW 1 /4, SW 1 /4 OF SECTION 21,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M.,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
� I
WESTERLY 132'(D1)
' N89'51'00"E 132.1_8
O S89'59'00"W 50.00'�"R
,D1) S89'52'26"W 82.11'(28 TO 21)
N89'55'47"E 50.022) N89'55'47"E 77.99'(R2)
20 21 S89'52'26"W 49.9 N89'59'00"E 81.99' R3
p 4z89'S9'00"W 81 99'(D1)
DESCHUTES COUNTY SURVEYOR
LEDIL-11 M"'
of osylis__IIl
I ---- 3.92'
1 - 78.11'
29 g S88'54'04"E 82.03'
N0016'00"W 30.01' 2g Qo021
_ Soo70'52"W 30.00'(D1) _ _ _ _ _ _ — — DETAIL
Oo j 78.11' SCALE: 1" =20'
1 3.99' in
- - I co
ao w co
Dorn= I ,o
000* r wWci
ni
ww�ur) HV 32�E-
3.92' v-o��oo � \
OONZ I ``' 00
' ( o N 000 I S88'48'10"E a V) o ( 13
o af o U, U, Z , 19 78.o2'(R2) z S46'58'48"E 10 00' i
N o - 78.11'
�-
3 0 to o ' 29 S88'54'03'E
o O ^ O 82.03
— — o M �7— (SEE DETAIL)
0
o r' i M S88'43'58"E
d' co r N 82.02'(D1,R3)
o ( O w iv S88'48'10"E
0 c0 _`o 82.02 (R2)
�o
O O o
z�N
DEED
2020-57599
TAXLOT
4 151321 CB01100
/ EASTERLY 132.00'(D1)
/ S89'59'23"W 131.99 (R3)
S89 31 55 W 264.94 (R7) S89'48'103"E 131.92 (R1) 17 S89 *48'1 "E 131. 0 '(R3)
' " " S89'48'13"E 132.00'(R1
23 264.69' 1 N89053'30"E 131.75' �- N89'53'30"E 132.07'
j N89 29 01 E 254.40 N89 53 30 E 263.82
4 S8945'52"W 254.40'(R1,D2) S89'48'13"E 263.92'(D2)
I N1
o
N
O
1- N O {
1-1r N (
N ,T. `- TAXLOT
1TAXLOT: 1151,321CS012001
15132WA01800 o DEED 2009-28800
O
o DEED 2009-28800 0 0
c° o
0
0
o 0
0 Z
z I
S89'47'37"W 254.40'(R5)
rj S89'45'52"W 254.40'(R1,D2) ` 6
N 89 29 01 E 254.40
j 100.00' f
N89'53'30"E
w w S89'48'13"E
+� I 100.00'(R1,D2) o
of w 0 of
o V o •- V) o r
N Lo N U-) O r'
O �- O
W �
N w
O N j- O L0
op p ( I Z t pZ d Lo
Ioo I I o o�lo 00
((/)z w NZIw oz
V) U)
N89*47'37"E N89'17'16"E
82 70R5 �
1 }' O 100.00' N89'17'16"E
S89 27_04 W _ _
S89027'04"W 172.21' 82.59' O 93.38'
2cJ 24 SR1,D289'48'13"E
O N89 47 37" E 171.70 (R5) 92.09'
( )
SW TIMBER AVE. 11
— — to
1 0
00
c6
M
o
00
C0 0
0
00
z W
S43'01'12"W 508.17'
S43001'12"W 199.94'
S43'17'53"W 199.84'(R6)
- ( S43001'12"W 75.46'
N43'18'30"E 75.48(R4)
I @26) /
S46'58'48"E 10.00wog
S43'01'12"W 188.53' t�
I N43'18'30"E 188.57'(R4)
•O
I 27
S46'58'48"E 10.00' i
SCALE: 1" =60'
r
RENEWS: 12/31 /23
1.17'
LEGEN D
• FOUND MONUMENT AS NOTED
Q SET 5/8" REBAR WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"
UNLESS NOTED OTHERWISE
W.C.0 SET 5/8" REBAR WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING W.C."
AT A WITNESS CORNER
(R1) RECORD OF SURVEY, BY GOODWIN, CLELL, PLS 01078,
FILED 3/1 /1978, CS01329
(R2) RECORD OF SURVEY, BY MANLEY, PETER A., PLS 02214,
FILED 3/4/2010, CS18126
(R3) MINOR PARTITION NO. RP 86-5, BY POVEY ROBERT R.,
PLS 01652, FILED 12/15/1986, CS01326
(R4) PARTITION PLAT 2020-13, BY HUFFMAN ERIK J., PLS
70814, FILED 4/3/2020, CS20180
(R5) BOUNDARY SURVEY, BY GOODWIN, CLELL, PLS 01078,
FILED 9/7/1979, CS01237
(R6) PARTITION PLAT 1999-39, RMP 99-002, BY BAXTER,
ROB, PLS 02041, FILED 9/9/1999, CS13759
(R7) VILLAGE SQUARE, BY BACHAND, EMILE P., PLS 01122,
FILED 9/9/1999, CS10325
(D1) DEED 2020-57599, RECORDED 10/29/2020
DESCHUTES COUNTY OFFICIAL RECORDS
(D2) DEED 2009-28800, RECORDED 07/07/2009
DESCHUTES COUNTY OFFICIAL RECORDS
,a
ND
2238-SPENCER ALTA_9-6-2022.dwg