HomeMy WebLinkAboutSurvey 21613(A)
TL 200
PT GL 29
MONUMENTS OF RECORD
TL 100
PT GL 28
FINLEY BUTTE ROAD
N89'40'32"W 355.78' 1
309.28'
ti•L1
TL 101
PT GL 28
16.50'
TL 102
PT GL 28
PARCEL 11 OF
INST. NO.
2015-38484
M
w
1�
16.50' DEDICATED
PER INST. NO.
2020-39073
1 16.50'
(A)
FOUND
NAIL WITH WASHER INSCRIBED
"HWA" SET IN [3]
(B)
FOUND
5/8" IRON ROD WITH YELLOW
PLASTIC CAP INSCRIBED
OMAN
PLS 702 SET IN [2]
(C)
FOUND
5/8" IRON ROD WITH ORANGE
PLASTIC CAP INSCRIBED
"BECON" SET IN [5]
(D)
FOUND
BENT 5/8" IRON ROD, HELD AT POE, SET IN [1]
(E)
FOUND
5/8" IRON ROD WITH YELLOW
PLASTIC CAP INSCRIBED
"OMAN
PLS 702 SET IN [2]
(F)
FOUND
BENT 1/2" IRON ROD, TIED AT
POE, NOT HELD, SEE
NARRATIVE
(G)
FOUND
5/8" IRON ROD SET IN [2]
(H)
FOUND
5/8" IRON ROD WITH YELLOW
PLASTIC CAP INSCRIBED
"OMAN
PLS 702 SET IN [1]
(1)
FOUND
5/8 ODNWITH YELLOW
PLASTIC CAP INSCRIBED
7IRONPL"S Ill
(J)
FOUND
5/8" IRON ROD WITH YELLOW
PLASTIC CAP INSCRIBED
OMAN
PLS 702 SET IN [11
(K)
FOUND
5/8" IRON ROD WITH YELLOW
PLASTIC CAP INSCRIBED
OMAN
PLS 702 SET IN [2]
(L)
FOUND
5/8" IRON ROD SET IN [21
(M)
FOUND
5/8" WITH YELLOW PLASTIC CAP
INSCRIBED "H.A. MCCOY
ENGR."
SET IN [41
(N)
FOUND
5/8" IRON ROD SET IN [21 BENT BY RECENT
CONSTRUCTION, RESET, SEE NARRATIVE
(0)
FOUND
5/8" IRON ROD WITH ORANGE
PLASTIC CAP INSCRIBED
"BECON"
SET IN [51
(P)
FOUND
5/8" IRON ROD WITH ORANGE
PLASTIC CAP INSCRIBED
"BECON"
SET IN [61
(Q)
FOUND
2" ALUMINUM CAP INSCRIBED
"BECON" SET IN [5]
SURVEY REFERENCES
[11 CS O4843 BOUNDARY SURVEY BY RAYMOND E. OMAN FILED
JANUARY 25, 1990, DESCHUTES COUNTY SURVEY RECORDS
[2] CS 11788 BOUNDARY SURVEY BY RAYMOND E. OMAN FILED
MARCH 30, 1994, DESCHUTES COUNTY SURVEY RECORDS
[31 CS 20446 RECORD OF SURVEY BY PATRICK GAGE COLE FILED
FEBRUARY 3, 2021, DESCHUTES COUNTY SURVEY RECORDS
[41 CS 20807 PARTITION PLAT 2022-16 BY JASON L. SIMES FILED
MAY 10, 2022, DESCHUTES COUNTY SURVEY RECORDS
16.50' [51
30.00'
1
' 32.00' DEDICATED
32.00
32.00 I� PER INST. NO.
1 2023-03225
N^ Im u
w o.al
7 U
^�J
Na 1
O U
z _
S88'52'22"E 295.00' [21
N88'58'27"W 294.90'
292.90'
TL 400
PT GL 95
INST. NO. 2012-00832
292.83'
S89'53'04"E 32.00' 1. (0) (C) N89'57'45"W 324.83'
S89'33'51 "E 32.00' S89'50'31"E 324.89' [2
]
CALC PER [5] �13m 32.00' DEDICATED PER
I ORLOT 1 "51 , T. N0. 2023-03226 TL 501
00 I PT GL 96
� 1 92' INST. NO. 2016-30667
vi
30.08' 292.81'
� Il N8957'01"W 324.81'
Ln to
TRAILHEAD n io a
LOOP 104 N I N
30.15'
LOT 21
VNi9756'17"W 324.79'
n S89'49'27"E 324.84' [21
32.00' DEDICATED
< N nfIL20
PER INST. NO.
3 2023-03224
w
Lo in
ie 1 m
P� Lo
in I 3
-sox R�Py I m 1 Lo PT GLL960& 103
PN LOT 20 = I o INST. NO. 2018-04213
Z rn
Q I
LOT 19 30.31' 1
&[ ]] ,69'
292.75'
N89'57'10"W 324.75'
/ifS89'48'24"E 324.79' [2]
LOT 18
LOT 22
LOT 161
�I
ao
Il
to
1
in
Lq
ir:
Lr:
L6
(Icc
u
32.00 1
w
(T1P•)Il
i7
o
z
I30'[2]
30.15'
o_
�
M
M
W N
Il
n 00
to
to
z 6
ro
3 "Ito
LQ
M
N
--
(0I
I1
o
rn
[51 CS 21572 TRAILHEAD AT ANCHOR WAY BY ALEXANDER J. HAGEN 1 2.01'
[61
TL 1300
PT GL 104
INST. NO. 2017-19388
32.00' DEDICATED
PER INST. NO.
2023-03223
292.71'
N89'52'43"W 324.71'
S89'47'20"E 324.74' [21
TL 2000
PT GL 111
INST. NO. 2017-19388
FILED JUNE 26, 2025, DESCHUTES COUNTY SURVEY RECORDS
30 [17
30.00'
&[2].I
I
'
CS 20777 EVANS WAY ESTATES PHASE 1 BY ERIK J. HUFFMAN
29.99
292.66'
FILED MARCH 28, 2022, DESCHUTES COUNTY SURVEY RECORDS
LOT 6 (E)
°n
(F) NOT HELD, BEARS
N89'51'26"W 324.66'
PEACEFUL
m
S51'14'25"W 1.61'
S89'46'17"E 324.68' [2]
PINES 497.1.2'
^
496.74'
`
TL 2100
CALC PER [2]
(G)
GL 112
w(P)NW
COR EVANS WAY ESTATES PH 1
RESET
4]
u
04
Oi N
�pP p m
2�01kG of M
n 06
w
(L)
n
ui
a to
rn
N
co
(K)
RECORD OF SURVEY
LOCATED IN THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND THE IC'
NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 14, TOWNSHIP 22 Iw
SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE,
DESCHUTES COUNTY, OREGON
TL 302
PARCEL 1
NARRATIVE
PP 2022-16
THE PURPOSE OF THIS SURVEY IS TO DETERMINE AND MONUMENT THE PROPERTY
CORNERS OF TAX LOTS 400, 501, 500, 1300, AND 2000 OF TAX MAP 221014CA, AND
THE CORNERS OF TAX LOT 102 OF TAX MAP 221014CB ABUTTING ANCHOR WAY,
REFLECTING RECENT DEDICATIONS OF ANCHOR WAY AS SHOWN HEREON. SAID
PROPERTIES BEING PART OF GOVERNMENT LOTS 28, 95, 96, 103, 104, AND 111 IN
THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND THE NORTHEAST 1/4 OF THE
SOUTHWEST 1/4 OF SECTION 14, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE
MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON.
FOUND MONUMENTS WERE HELD AS SHOWN HEREON TO DETERMINE THE CENTERLINE
OF ANCHOR WAY AND THE BOUNDARIES OF SAID PROPERTIES. THE NEW RIGHT OF
WAY OF ANCHOR WAY WAS DETERMINED BY OFFSETTING THE CENTERLINE OF ANCHOR
WAY THE APPROPRIATE DISTANCE PER THE RECENT RIGHT OF WAY DEDICATION DEEDS
AS SHOWN HEREON. THIS CENTERLINE OF ANCHOR WAY SHOWN HEREON IS
CONSISTENT WITH THE SAME USED IN THE PLAT OF TRAILHEAD AT ANCHOR WAY AND
TL 600
MATCHES INTO THE CENTERLINE AS MONUMENTED IN THE PLAT OF EVANS WAY
PT GL 97
ESTATES PHASE 1.
" to
co co W
4i a TL 1100
O d' PT GL 102
o' m o
�oz
.o z
(J)
0o
co
vi
O
io
1p
ui
co
(H)
TL 1400
PT GL 105
TL 1900
PT GL 110
TL 2200
PT GL 113
FOUND MONUMENT (F) BEARS S51'14'25"W 1.61 FEET FROM THE CALCULATED POSITION,
IS NOT OF RECORD, AND WAS NOT HELD. INSTEAD PROPORTIONATE MEASUREMENT
WAS USED BETWEEN FOUND MONUMENTS (G) AND (D). PROPORTIONATE MEASUREMENT
WAS ALSO USED BETWEEN FOUND MONUMENTS (C) AND (D). THE SOUTHEAST CORNER
OF TAX LOT 501 WAS SET AT THE MIDPOINT OF THE LINE BETWEEN FOUND
MONUMENTS (L) AND (K).
FOUND MONUMENT (N) WAS FOUND BENT DUE TO RECENT CONSTRUCTION AND RESET
IN RECORD POSITION BY HOLDING RECORD DISTANCE FROM FOUND MONUMENT (M)
ALONG THE PROLONGATION OF THE LINE RUNNING THROUGH FOUND MONUMENTS (M),
(L), (K), (J), (1), AND (H).
BASIS OF BEARING
BEARINGS FOR THIS SURVEY ARE BASED ON GNSS OBSERVATIONS IN THE
BEND-KLAMATH FALLS ZONE OF THE OCRS, REFERENCED TO NAD83(2011),
EPOCH 2O10.00, USING REAL-TIME CORRECTIONS FROM THE ORGN NETWORK.
0 60' 120'
1"=60'
LEGEND:
• MONUMENT FOUND AS NOTED, SEE MONUMENT LIST
0 SET 5/8" x 30" IRON ROD WITH ORANGE PLASTIC CAP
INSCRIBED "BECON"
(#) RECORD SURVEY MONUMENT INFORMATION
[#] SURVEY RECORD INFORMATION
GL GOVERNMENT LOT
TL TAX LOT
DESCHUTES COUNTY SURVEYOR
F1LED D9 _ Zo25 BY. (,01 f i17S
Woo"" 549 SW MILL VIEW WAY
BECON SUITE
BEND, OREGON 97702
(541)633-3140
CIVIL ENGINEERING www.beconeng.com
& LAND SURVEYING
PROJECT NO.: 21266
CLIENT: RESIDEPNW, LLC
DATE: SEPT. 17, 2025
DRAWN BY: AJH
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 14, 2023
ALEXANDER J. HAGEN
RENEWS: JUN. 30, 2027
C$ 2 16 1 3