HomeMy WebLinkAboutSurvey 21440�Q Q
......... ....... ----------- RECORD OF SURVEY
Q Q OREGON DEPT. OF STATE LANDS
I NOTE: PROPERTY LINES SHOWN FOR THE LOTS OF BEND
O CASCADE VIEW ESTATES ARE BASED ON THE ORIGINAL
SUBDIVISION MAPS AND ARE APPROXIMATE ONLY, SHOWN I
SECTION CORNER L 4 Z FOR REFERENCE ONLY THE SW 1/4 NW 1/4 OF SECTION 28
FOUND 3-1/4- ALUMINUM CAP AND O Q
I REFERENCE MONUMENTS PER (R5) SECTION CORNER � AND THE E 1 /2 NE 1/4 OF SECTION 29,
SEE DETAIL "A", SHEET 5 FD. 2-1 /2 BRASS CAP PER L
N: 393660.0523 N 1/4, SECTION 29, 1 " " TOWNSHIP 17 SOUTH, RANGE 14 EAST,
SEARCHED FOR NOT FOUND (R2), SEE DETAIL D , SHEET 5 � N87 25 W 40
E: 3351551.6958 N: 393415.3953 1 1 'CHAINS (GLO) W.M., DESCHUTES COUNTY, OREGON
CALCULATED POSITION BY I I L E: 3356748.9468 ' W 1/16TH CORNER I N8T2fi 20 4yy40 W (R1)
19 20 SINGLE PROPORTION SEE p E CALCULATED 2625.01 (R2) 6
• DETAIL "I" SHEET 6 1300.75' 1/16TH 11 S87'27'13"E 2624.70' R7 O
-- (R5) CORNER . POSITION I ( )
_ 1300.75 (R5) S88'04'40"E (R8) N 1 /4 CORNER SECTION 28
30 29 2601.50' --" � __.__ _..._ 1300.75' .
• 1300. 75' 20 21 N87'39'23"W 2624.91" ,(R16) FD. 2-1/2- BRASS CAP PER
2sol.so' (Rs) ELK LANE ELK LANE N87.57'16"W 2624.96' (R2), SEE DETAIL "G", SHEET 6
40oCH2(�Ro) I 2601.500 29 28 1312.48' - -- ' - •_ - _ - -
-1312 48'
1 2601.50' (R5) 1312.35'� (R7) 1312.35 (R7
i M S87'18'17"E 5203.01' I I 2601.62 (R3) )
iD Of w w S8658'19"E 5251.33' (Rg) 1 I ( 40 CH (GLO)
I I '0 00
-co -0) S87'18' 17"E 5203.01 ' (R5) I ( 1
I N S86 53 25 •1 -- �� w w w 1 I I 0 o 0
of of of "E 5203.24 (R3) I �Q GO o� N .i ( w .I I I cfl ^`°,- co
N N N
S86 5819E 5257.33' (R1) 0 Q� p��C' G. = v w• Q I I 0 1 0 o
r7 r7 r� N8T21'W 80 CH GLO I ( �C. •CC) , O rn m
I00 Q �� ^-v Un �C N41
^o�17M- l
�aMMQiO NicN �v
I I II 1
0
IV rTe
IvTIV PN (�� o o__o
0wLoA°A� 7 L _t-+- �; pcocN Z ;� ;p '4 to
(o No O W OD (� 0N Z= 00
Z O >m NoiNo� v'cv-- �W
rq +i c
o in in teIt rri
y S87024'02"E 2622.98' (R7)0 ��� RAVEN LANE S87'53'07"E 2623.64'c n
to
LoLo o a rn 00 -4 -J
00o O i� i m U rn E----- - -DOo ��'��c N 1311.90' 'I- •�• ,.� SCALE:
N
Ix z 1311.74� - - -�it
zzz Z •� M�v� w 1 ( ��J ^c°°p N88'03'00"W 1315.16' (R1) zoo 1311.1T =500
•� of �co co in
.-co� 1311.82 (R7) ��; I (R7)
N /1 6TH
wofofof o U w rn 1 -- N VN 1/16TH 1 :0 j2No CN 1ER
M M M M M ^ u v I CORNER rn o / 3o CORNER
IOro
• Z w v W. _ N W SUBJECT N NW 1/16TH oN 0 4, 9
N v PROPERTY N CORNER --J rn
' STATE OF (- i m o 0
C 1/4 CORNER, OREGON .0 -.& � w I���' o 0
SECTION 2 I �'" :P. w w w �!
C 9, I SW1 /4 N W1 /4 �w ao S87 Ol 06 E 2638.42' (R14) CALCULATED POSITION, SEC. 28 / ` C"!. coW• O •-•,
I 2609.03' (R3) SEE DETAIL "C", I I ( 1 ( CCE ORNER TH °:
2609.33' SHEET 5 I Oo
"--- 1307.51 I 318.92' (R1) " ,,.. ,
. _._._ 1307.51 CW 1/16TH _
5 N87'08'42"W 522 2615.02' CORNER
4.35 2615. R I - .
W 1/4 CORNER SECTION 29 . N87001'06"W (R1) S87'00'14"E 2615.02' R1 1311.30 - 1311.31
FOUND 5/8 IRON ROD PER S86 43 47 W 5224.08' (R3) ( 7) N87'20'O6"W 1311.30' (R7) N87'20'06"W 1311.
(R3, OCRR 1181), SEE / S87'18 05 E 1311.34 R11 30 (R7) 8
O
DETAIL 6 , SHEET 5 I ' N8T18'05"W 13 � ( ) N87'18 05 W 1311.34 (R10, R12
11.33 (R10, R12)1 ) C 1/4 SECTION 28
• ' " ' - 1 FOUND 2-1/2- BRASS CAP
N01 26 58 W 2688.94 ALFALFA
-..�� _ � ' � •� PER (R2) SEE DETAIL "F",
S01.02'05"E 2688.85' (R3) ALFq MqR __� 3 S87 49 09 E 2622.61' I
N01'18'24"W 2688.89' (R17) KET ROAD 1/4 CORNER N87'19'14"W 2622.61' (R2) SHEET 5
z FD. 2-1/2- BRASS N87020'06"W 2622.61' (R7)
N N z CAP PER (R2) SEE - S87'18'05"E 2622.67' (R10)
w z M w GO DETAIL "E", SHEET 5 I
38 �WO000Nco W ,
S 1/4 CORNER�-PL= �o-0 W JI 1 I
SECTION 29, FD. 5/8" IRON .� w ; rn rri O
ROD PER R3 OCRR 1180 SEE ^^^ __& W 51
( , ) to (A 1 I REGISTERED
DETAIL "H", SHEET 5 N m S 1/1 6TH CORNER, FOUND 5/8"
? IRON ROD PER (R10, R12), SEE SSIVE AL
DETAIL "J" ON SHEET 7 LA URVEYOR
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE SOUTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF SECTION 28 AND THE EAST ONE-HALF OF THE NORTHEAST ONE -QUARTER OF
SECTION 29. SAID TRACTS ARE A PORTION OF THAT TRACT OF LAND CONVEYED TO THE STATE LAND BOARD OF OREGON, RECORDED MAY 13, 1924, IN VOLUME 37, PAGE 455, DESCHUTES COUNTY OFFICIAL RECORDS.
WE ESTABLISHED THE SW 1/4 NW 1/4 OF SECTION 28 BY SECTIONAL BREAKDOWN HOLDING MONUMENTS NO.'S 3, 4, 6, 8 & 9 AS SHOWN.
IN A 1993 SURVEY (R3) COLVIN ESTABLISHED THE CENTER ONE -QUARTER OF SECTION 29 BY SECTIONAL BREAKDOWN AND ESTABLISHED 4 BEARING TREES. THE BEARING TREE TO THE SE HAS BEEN REMOVED AS NOTED
BY THE CURRENT LAND OWNER. THE BEARING TREE TO THE NW HAS BEEN CUT DOWN BUT A STUMP WAS FOUND WHICH FIT CLOSELY WITH RECORD. WE FOUND THE 2 BEARING TREES TO THE SE WHICH FIT WELL WITH
RECORD AND THE SECTIONAL BREAKDOWN. WE CHOSE TO HOLD THE CENTER ONE -QUARTER BY SECTIONAL BREAKDOWN DUE TO THE MISSING BEARING TREES AND ACUTE ANGLE OF THE FOUND BEARING TREES MEASURED
IN 1993. THE SECTIONAL BREAKDOWN RESULTED IN MEASURMENTS THAT MATCHED WELL WITH COLVINS SURVEY (R3) AND SUBSEQUENT SURVEY BY STICHLER (R4). WE ESTABLISHED THE CE 1/16TH CORNER OF SECTION
29 BY SECTIONAL BREAKDOWN. WE HELD THIS CALCULATED POSITION OF THE CE 1/16TH CORNER AND FOUND MONUMENTS NO. 2, 3 AND 4 AS SHOWN FOR THE E 1/2 NE 1/4 OF SECTION 29.
IN (R2) KARL SET MONUMENTS AND ESTABLISHED BEARING TREES FOR THE CORNERS OF THE NW 1/4 OF SECTION 28. WE HELD THE FOUND MONUMENTS NO. 3, 4, 6, 8 PER KARL AND FOUND MONUMENT NO. 9 PER
(R9) BY MILLER TO CALCULATE THE SW 1/4 NW 1/4 OF SECTION 28. IN (R11) KARL SET A 5/8" REBAR AND ESTABLISHED 2 BEARING TREES AT THE CW 1/16TH CORNER. WE FOUND REMNANTS OF A YELLOW PLASTIC
CAP, 2X2 POST AND SEVERAL STONES IN THIS AREA BUT DID NOT FIND THE REBAR. WE DID FIND THE 2 BEARING TREES ESTABLISHED IN (R11). THE HELD THE MIDPOINT FROM MONUMENT NO. 3 AND NO. 8 TO
ESTABLISH THE CW 1/16TH CORNER WHICH FIT WELL WITH THE RECORD DIMENSION FOR THE BEARING TREES. WE DID NOT USE THE BEARING TREES DUE TO WEAK OBTUSE ANGLES.
RECORD SURVEYS IN THE AREA HAVE NOTED DISCREPANCIES WITH SECTION CORNER MONUMENTS SET BY BACHAND IN THE SURVEY OF BEND CASCADE VIEW ESTATES TRACT 2 (R1). DUE TO THESE ISSUES THE
PROPERTY LINES FOR THE VARIOUS LOTS IN (R1) RESULT IN OVERLAPS OR GAPS IN REFERENCE TO THE SUBJECT PROPERTIES. AN EXTENSIVE SEARCH WAS DONE TO LOCATE MONUMENTS FOR THE LOTS IN (R1) AND
OTHER SURVEYS TO BEST REPRESENT THE APPROXIMATE LINES FOR THE LOTS IN (R1) AS SHOWN.
ALFALFA MARKET ROAD RIGHT OF WAY WAS SURVEYED BY GOULD IN (R21) AS A 60 FOOT RIGHT OF WAY. ONE PI WAS FOUND FROM GOULDS SURVEY, MONUMENT NO. 44. NO OTHER PI'S FROM GOULD'S SURVEY WERE
FOUND. WE CHECKED GOULDS CENTERLINE DATA HOLDING THE FOUND PI WITH PINS FOUND AND SET BY OTHERS FURTHER TO THE EAST WHICH FIT SOMEWHAT WITH THOSE PINS BUT DID NOT LINE UP WELL WITH THE
EXISTING TRAVELED ROAD AT THE EASTERN LINE OF THE SUBJECT PROPERTY. IN (R11) ADDITIONAL ROAD RIGHT OF WAY FOR ALFALFA MARKET ROAD WAS DEDICATED SOUTH OF THE SUBJECT PROPERTY BY HOLDING THE
FOUND PI BY GOULD AND THE EXISTING TRAVELED ROAD. IT WAS NOTED IN (R11) THAT NO OTHER PI'S WERE FOUND AND IT'S UNCLEAR HOW FAR TO THE EAST THEY SURVEYED AND LOCATED THE EXISTING TRAVELED
ROADWAY. WE FOUND MONUMENTS NO. 26, 28 & 42 SET IN (R11) AS SHOWN. WHEN EXTENDING A LINE FROM THE FOUND MONUMENTS IN (R11) THIS LINE DOES NOT FIT WELL WITH THE EXISTING TRAVELED ROADWAY IN
THE AREA OF THE SUBJECT PROPERTY. THEREFORE WE HELD GOULDS PI AND THE TRAVELED ROADWAY FOR THE RIGHT OF WAY OF ALFALFA MARKET ROAD.
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 SP80 SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
RENEWS: 12/31 /25
SHEET INDEX:
SHEET
1:
COVER AND
SECTIONAL BREAKDOWN OVERVIEW
SHEET
2:
SECTION
29
SHEET
3:
SECTION
28
SHEET
4:
LEGEND,
MONUMENT AND RECORD SURVEY TABLES
SHEET
5:
DETAILS
A,
B, C, D, E & F
SHEET
6:
DETAILS
G,
H, I, LOT 23 & LOTS 34 & 35
SHEET
7:
DETAIL J
&
LOTS 34, 35, 36 & 37
SHEET
8:
DETAIL K
&
ALFALFA MARKET ROAD AREA DETAIL
IV
.RPM
o
i 14g0
1300.75' (R5) SR S87
4 , 2 gwE P 4 °18'17"E 2601.50'
S8718 17 E 1300. 75' 2, �N 1 x S88 04 40 E (R8) S87-18-17"E 2601.50' (R5)
18 s8s•53'
I;..� „ 25"E 2601.62 (R3) N86'58'19"W R1
S87'21'W 40 CH (GLO) ( )
2 % S86'58'19"E 657 3 17 298.58' 1(R) S86'58'19"E "
N86° .16 (R1) 328.58' (R1)2
55 23 W 687.1 ----
8 325 53S87003 54 E5°37'0 "E TH
• ::...:-- ,.— --- �' (R5)(R5) S3 E 1 /16
— _..._ _ = 289.98' (TIE,R5 CORNER 1300.75' (R5)
::.:........... — - ELK' LANE - - x
. — T-- =_' ^ S87°18'17"E 1300.75'
N 1/4 CORNER
406.00' ------ —
(R5) •• — �_ _ _
SECTION 29, S86055'16"E N11 °18'06'W 265.83'
CALCULATED I N86'58'19"W 1'" I x zo (TIE: MON. 2 TO MON. 43)
POSITION, SEE 29 406.00' (R1) 30 23 SEE LOT 23
DETAIL I SHEET 6 S86930'10"E E:� 45 DETAIL SHEET 6 I N N
405.92' R22)
x ^ cr
N86'56' 2"W1 I:
405.92' (R23) — -Z - 43
S87'58'55 E 855.39' / N
N86'58'19"W 848.75' (R1) I 0 N z z
17 I 22 I S87'59'53"E 855.52' (R20) N O tto o. 0
PARCEL 1 �:'.1 I � ° ' �
24 Qo
NN��
LL- 02— 5 I::I I I v cn cr
o
VJ
10
• I I:I I 36.32'
25 1 z z
1 0 0
' 17 I 22 I:I � -�tPCt 2' I w
SEE MON DISTURBED,TURBEv
i PARCEL 2 I � :� I _ _ _ I TABLE �''' 0)
• 1 LL— 02— 5 —
• 26 I x
00
• gC UN�S 2 I''� APPROXIMATE PLATTED
LINE FOR LOTS IN THIS I cD
�... ( AREA PER (R1)
PLAT LOT
LINES I Q�) I 35.89
QI z
of 0 , z 0Z
—.-t O
Nz. I �) 27 0CD NL4c,3
N
c 4 v u�
0 0 1 18 I 21 I f N 00 0 rri m
Ci
Ln UT to
r'' o
00 PARCEL 1 z) ^ N I
rn LL-96-20 �
0) I I 0 x 00 � ^
rn N ;
o0co
o
w W — I k:•�
40.02' 13
i z
O Nz�v,
tsbo ocoo
i PARCEL 2 k::l 29 I xo v w 0 w_
LL-96-20 I::� I iv �'" cNp o
18 I 21 k:al
OD
34. _36'
k:•:� I - 14
cln
' I �'• '� I z N �'
k:: I 0
F 30 i I�NNN�W
o
40 100 �' r4
.. ,
KIWA LANE
I
S87'03'07"E 39.85'
I::.� EXISTING 1 I I S87'00'25"E 39.78' (R1,R18)
PAVE
1 ROAD SEE LOTS 34 & I35 1
DETAIL SHEET 6 10
. w
19
I
20 s
C 1/4 SECTION 29, 33 1 34 rn 1 31 32 I
CALCULATED I II::.1 \ + I OD
POSITION, SEE
DETAIL „C„ ON I1:� 1 m
SHEET 5
• r::a I N87'01'06"W (R1) CE
N87°08142"W 1307.51' ) 1/16TH
• :� _"�' CORNER
N87 08 42 W 2615.02'
....� N87'01'06"W (R1)
S86'43'47"E 2615.05' (R3)
S87'00'14"E 2615.02 (R17) 35
I
SUBJECT PROPERTY
STATE OF OREGON
E1/2 NE 1/4
SECTION 29
NOTE: APPROXIMATE PLATTED
LINES OF LOTS 22, 35, 36 & 37,
PER (R1) SEE SHEET 7 FOR
DETAILS
N87'01'06"W 1318.92' (R1)
N87°08'42"W 1307.51'
x x x _
36
;.f
1
89
20 21 .:.
SECTION CORNER, i
FOUND 2-1/2-
BRASS CAP PER
(R2), SEE DETAIL
"D" ON SHEET 5 IE.
fA
f� •.I
f :-1 12
[A
��•• iRP�� 2,
Z z
000
• °
N .P
O -P W I::•
gym°'
ww •
Ww
v N �
�I 13
z
0000 0
NWN.P W
O v O .P CA
rn rn rn
Zj-ern
jN��
. � 0D J
N 1/16TH
CORNER
RECORD OF SURVEY
OREGON DEPT. OF STATE LANDS
THE SW 1/4 NW 1/4 OF SECTION 28
AND THE E 1 /2 NE 1/4 OF SECTION 29,
TOWNSHIP 17 SOUTH, RANGE 14 EAST,
W.M., DESCHUTES COUNTY, OREGON
SCALE:
1 "=200'
RENEWS: 12/31 /25
z z z
000
.
w�CA
DESCHUTES COUNT Y SMVEYOR
G.i
o rn
Loo4q
3y6
CA
v
N -"
W
^^
v N
SHEET INDEX:
SHEET 1: COVER AND SECTIONAL BREAKDOWN OVERVIEW
3O
SHEET 2: SECTION 29
SHEET 3: SECTION 28
SHEET 4: LEGEND, MONUMENT AND RECORD SURVEY TABLES
1/4 CORNER,
SHEET 5: DETAILS A, B, C, D, E & F
BRASS CAPP FOUND 2-1/
.
SHEET 6: DETAILS G, H, I, LOT 23 & LOTS 34 & 35
PER (R2), SEE
SHEET 7: DETAIL J & LOTS 34, 35, 36 & 37
DETAIL "E"
SHEET 8: DETAIL K & ALFALFA MARKET ROAD AREA DETAIL
SHEET 5
TITLE: RECORD OF SURVEY
2849-DSL-2nd Bdry.dwg
�---- — 29 28 _ JOB NO: 2849 — DEPT OF STATE LANDS
SCALE: 1 "=200' BY: P.A.T.
I
37 22 DATE: 12-19-2024
1 SHEET: 2 OF 8
725 NW HILL, BEND, OR I
97703 541-389-6959
a
N
C
..� 1
89
90 gwE 91 1 92
( 93
I ( S88.04'40"E
97
98
f....{ {
19 VN1� 3 W 1/1 6TH CORNER
I
196 329.15(R1)
{ 94 i 95 I N88'06'57"W
S88'04'40"E
329.15' (R1)
I
20 21
.
(TIE MON. 4 TO 19)
S87°41'01 "E
379.37
ELK ROAD
CALCULATED
POSITION
S88'04'40"E 987.4 '
5 iR1)
S88°23'56"E 985 08'
21
328.36 (R13) I
S87'5942"E
" I 328.7 '
S88 04 40 E 987.45 (R1) 24 1 (R16)
° �� KIP Go
N88'1716"W
328.06' R13
( )
25
N88'1218"W
306.90' R13
( )
31
I
O29 28::::: T-- --_ N88 21 45 W 984.22' 6W S88'07'13"E 634.69' (R16)
4 - - _ .- - ._ 328.75 N88 24 54 W 634.64
SECTION CORNER, 15 331.22' N88°20'40W 624.16'
::1 S88 24 44 E N88.04'40"W 628.30' R1 S88 25 49"E 687.81 _
FOUND 2-1/2" ( ) (MON. NO. 20 TO MON. NO. 23
BRASS CAP PER S78°41'S3"E { N88°04'40"W S88'04'40"E 624.48' (R15) ) ,
(R2), SEE DETAIL .. 329.15' (R1, R15) 1 1 20 S88'04'40"E 687.59' (R16) 23 6
"" 16 0
D ON SHEET 5 f�: 384.55 1 I
.� (TIE MON. 4 TO 15) I I o 22 I N 1/4 CORNER, FOUND l
1 9 z I 2-1 /2" BRASS CAP PER
S88'04'40IE R1 0 1 DISTURBED, I i " "
" ( ) o cn SEE MON. (R2), SEE DETAIL E ON 1
S87 2713E 1312.35' (R7) m a? TABLE
6 SHEET 6 4 1 3 {
12 1 N87°57'16"W 1312.48' rn o0
f..•.I w � Q :. S87o27'13"Ej 1312.35' (R7)
Ln Q N87
k.1 1 1 57 16 W 1312.48'
O 5
i Z >z ��
I I
k: BwE o O p
g 7 I 00 0•
TR .� 5
Z Z z �:: UN� Cs U( ) ( o o {
000 i I- : co 00 (,4
{:: g rn O NOTE: PROPERTY LINES FOR N j I I 1
w _ LOTS IN BEND CASCADE VIEW c : -P
w to W {" I 36 ESTATES, ARE BASED ON rnm o
No 1 -- -- SRPC� 1 '
s I gGVE `.� g - - LA�. o _ ._ MONUMENTS FOUND AND (R1) (A (,,
rn
Z W _ AND ARE APPROXIMATE ONLY o
wg - I
w CA °° 33 - -
�I N .: cn
-
(AImo ( PP�Q, vvco
Ro
{ 1 14 1 °'. { N o
13 15 1 16 ! 1 _ �- ��9 1 21
rn t N ,,; �-
f..{ ( I I
k...
� m �� 19 20
o
I:...� �� tom 17 I 18
Zu) o o �v1
000 , , 35 34
W0w� 1 v I D37 L {
N w N •P i ( N88'03'00"WLloololf
:.
o :.
, ' rn 298 79' (Ri R15) -
SCALE:
1 "=200'
RENEWS: 12/31 /25
rn
' S87.24'02"E 2622.98' (R7)N N RAVEN LANE S88°15'30„E DESCHUTES #%O%UWY SURVEYOR
o)rnrnrn /
:
S87°53'07E
ffimaLm /
.......................298_762623.64'
3y
....-:::. ...-
.�,
.W W _- ..... -- ..:.. �_Mm". w•_ - .Two • . • . . • /
S87°53'
07 , ............ - - --
E 1311 -' ". S87°
1311.82' • 90 R-� 53 07 E 1311.74' _
-P (R7):.:.:1 Q h ,�$ 1311.17' (R7)
�? N 1/1 6TH Ov�N &,
CORNER NW 1 /16TH z �;:: S S 11 ��/� I / CN 1/1 6TH
CORNER, SEE O E: �.�� 93 CORNER
DETAIL SHEET 3 -
V
o I 18
k: - o I 37
� .'Arn
co 17
SUBJECT PROPERTY U I phi
STATE OF OREGON I' NW
ZOZ0 o I / 000 0, 1/16TH �� w
W SW1 /4 N W 1 /4 1 CORNER
(A cD W
ow
�mrn
vN
N w
�CA
v� N
1/4 CORNER,
FOUND 2-1/2-
BRASS CAP
PER (R2), SEE
DETAIL "E"
SHEET 5
93.04'
394.07' -E.
/i
22 '
ol
i' i�
i'' i''
SECTION 28
00
gyp.
',do
i
.� i�
1
o
.p
SEE DETAILS
SHEET 8
.01
.41 S87918'05"E 1311.34' (R11)
S87'18'05"E 1311.33' (R10, R12)
N87'20'06"W 1311.30' (R7)
10, S87°49'09"E 1311.30'
r7�
82 4.19'
42
SEE ALFALFA PARCEL 1
MARKET ROAD MJP-81-11
DETAILS ON SHEET 8
i os �.
c�
�, ( _.O
OD mt �;` - - �� 34
rn v
O p
41
woo �,l
C
z Z
SEE SHEET 8
CD ,
0 0
ovrn -'
o
w
co
I
W �
00
rn
0 v
I
O
I
CW 1 16TH
S87'18'05"E 1311.34' R10, R12
CORNER ( )
N87'20'06"W 1311.30'
C 1/4 CORNER, FOUND
2-1/2" BRASS CAP '
(R7)
PER (R2), SEE DETAIL
S87°49'09"E 1311.31'
"F" ON SHEET 5
S87049'09"E 2622.61'
N87'20'06"W 2622.61' (R7)
PARCEL 1
�
S87'18'05"E 2622.67 (R10)
MJP-80-22
i
1
SUBJECT 26.35'
PROPERTY . . . EX. PAVING I
NW 1 /16TH CORNER DETAIL
SCALE: 1 "=50'
SHEET INDEX:
SHEET
1:
COVER AND
SECTIONAL BREAKDOWN OVERVIEW
SHEET
2:
SECTION
29
SHEET
3:
SECTION
28
SHEET
4:
LEGEND,
MONUMENT
AND RECORD SURVEY TABLES
SHEET
5:
DETAILS
A,
B, C, D, E & F
SHEET
6:
DETAILS
G,
H, I, LOT 23 & LOTS 34 & 35
SHEET
7:
DETAIL J
&
LOTS 34, 35, 36 & 37
SHEET
8:
DETAIL K
&
ALFALFA MARKET ROAD AREA DETAIL
TITLE: RECORD OF SURVEY
2849-DSL-2nd Bdry.dwg
JOB NO: 2849 - DEPT OF STATE LANDS
SCALE: 1 "=200' BY: P.A.T.
DATE: 12-19-2024
SHEET: 3 OF 8
725 NW HILL, BEND, OR I
97703 541-389-6959
�$ 21440
MONUMENT TABLE
MON NO.
DESCRIPTION
1
NW CORNER SECTION 29, FOUND 3-1/4- ALUMINUM CAP AND REFERENCE MONUMENTS PER (R5), SEE DETAIL
"A" ON SHEET 5
2
E 1/16TH CORNER, FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R5)
3
1/4 CORNER SECTIONS 28 & 29, FOUND 2-1/2" BRASS CAP PER (R2) SEE DETAIL "E" ON SHEET 5
4
SECTION CORNER, FOUND 2 1/2" BRASS CAP STAMPED LS 1642 PER (R2) SEE DETAIL " D" ON SHEET 5
5
W 1/4 CORNER OF SECTION 29, FOUND 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED PLS 1020 PER
(R3,OCRR 1181) SEE DETAIL "B" ON SHEET 5
6
N 1/4 CORNER SECTION 28, FOUND 2-1/2- BRASS CAP PER (R2) SEE DETAIL "G" ON SHEET 6
7
N 1/16TH CORNER, FOUND 5/8" IRON ROD WITH BROKEN YELLOW PLASTIC CAP PER (R4) HELD, FOUND 1/2"
SMOOTH ROD S2629'15"W 4.06' PER (R4), S24'43'40"W 4.13' (R3)
8
C 1/4 CORNER SECTION 28, FOUND 2-1/2" BRASS CAP PER (R2) SEE DETAIL "F" ON SHEET 5
9
CN 1/16TH CORNER SECTION 28, FOUND 5/8" IROD ROD WITH YELLOW PLASTIC CAP STAMPED "PLS 2111" PER
(R9)
10
FOUND 1/2- SMOOTH IRON ROD PER (R1)
11
FOUND 1/2" IRON ROD, LAYING OUT ON GROUND PER (R1), NOT HELD
12
FOUND 1/2- IRON ROD, NO CAP PER (R1)
13
FOUND 1/2" IRON ROD, NO CAP PER (R1)
14
FOUND 1/2" IRON ROD, NO CAP PER (R1)
15
FOUND 1/2" SMOOTH IRON ROD LEANING WESTERLY, SHOT AT SPIN POINT PER (R1)
16
FOUND 1/2- SMOOTH IRON ROD PER (R1)
17
FOUND 1/2" SMOOTH IRON ROD PER (R1)
18
FOUND 5/8" IRON ROD, NO CAP PER (R1)
19
FOUND 1/2" SMOOTH IRON ROD, LEANING EASTERLY, SHOT A SPIN POINT PER (R1)
20
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PLS 706" PER (R15) BEARS S20'08'55"E 59.36'
FROM W 1/16TH CORNER SEC. 28
21
FOUND 1/2" SMOOTH IRON ROD PER (R1), BEARS N85'37'27"E 52.26' FROM W 1/16TH CORNER SEC. 28
22
FOUND 1/2" SMOOTH IRON ROD LAYING OUT ON GROUND, PER (R1), NOT HELD
23
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "SCES" PER (R16)
24
FOUND 1/2" SMOOTH IRON ROD PER (R1)
25
FOUND 1/2- SMOOTH IRON ROD PER (R1) BEARS N76001'51 "E 54.51' FROM N 1/4 CORNER SECTION 28
26
FOUND 5/8" IRON ROD, NO CAP PER (R11)
27
FOUND 1/2" SMOOTH IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT PER (R1) BEARS N04.04-41 "W 14.58'
FROM N 1/4 CORNER OF SECTION 29
28
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "SCES" PER (R11)
29
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "OMAN PLS 702" PER (R22)
30
FOUND 1/2" IRON ROD, NO CAP PER (R1)
31
FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 2253" PER (R13)
32
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "LS 2527" PER (R17)
33
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PLS 706" PER (R15)
34
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PLS 706" PER (R15), BEARS N64-01-09"E 26.35'
FROM NW 1/16TH CORNER SEC. 28
35
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PLS 706" PER (R15)
36
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BKRK LS 1642" PER (R19)
37
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BKRK LS 1642" PER (R19), BEARS N32-35-58"E
140.81' FROM NW 1/16TH CORNER SEC. 28
38
1/4 SECTION 29, FOUND 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED "LS 1020" PER (R3, OCRR 1180)
39
FOUND 1/2" SMOOTH IRON ROD, NO CAP PER (R1)
40
FOUND 1/2" SMOOTH IRON ROD, NO CAP PER (R1)
41
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "DEJARNATT LS 2208" PER (R7), LOCATION
SHOWN EXAGGERATED, SEE SHEET 8
42
FOUND 5/8" IRON ROD, NO CAP PER (R11)
43
FOUND 1/2" SMOOTH IRON ROD, NO CAP PER (R1)
44
FOUND 1" AXLE, ROAD PI PER (R21) HELD FOR ROAD CENTERLINE
45
FOUND 1-1/2" ALUMINUM CAP, ILLEGIBLE, PER (R20)
46
FOUND 1/2- IRON ROD, NO CAP PER (R1)
47
FOUND 1/2- IRON ROD, NO CAP PER (R1)
48
FOUND 1/2- IRON ROD, NO CAP PER (R1)
49
FOUND 1/2" IRON ROD, NO CAP PER (R1)
50
FOUND 1/2- SMOOTH IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT, PER (R1)
51
S 1/16TH CORNER, FOUND 5/8" IRON ROD, NO CAP PER (R10, R12)
RECORD OF SURVEY
OREGON DEPT. OF STATE LANDS
THE SW 1/4 NW 1/4 OF SECTION 28
AND THE E 1/2 NE 1/4 OF SECTION 29,
TOWNSHIP 17 SOUTH, RANGE 14 EAST,
W.M., DESCH U TES COUNTY, OREGON
LEGEND
FOUND MONUMENT, SEE MONUMENT TABLE FOR DETAILS
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING",
UNLESS NOTED OTHERWISE
(R#) RECORD OF SURVEY INFORMATION, SEE RECORD OF SURVEY TABLE
5 EXISTING MONUMENTS FOUND, SEE MONUMENT TABLE FOR INFORMATION
BCVE BEND CASCADE VIEW ESTATES
-x x x- VARIOUS EXISTING FENCING, TYPE NOTED WERE APPLICABLE
RECORD OF SURVEY TABLE
SURVEY
DESCRIPTION
GLO
GOVERNMENT LAND OFFICE SURVEY BY RUFUS MOORE, MELDRUM, MOORE & CAMPBELL, CONTRACT NO. 344,
DATED 11-24-1879
R1
PLAT OF BEND CASCADE VIEW ESTATES TRACT 2, BY EMILE BACHAND, PE 3700, FILED IN THE COUNTY
SURVEYORS OFFICE, 01-10-1986, CS05374 AND RECORDED IN THE COUNTY CLERK'S RECORDS 02-11-1963
R2
SURVEY BY ROBERT KARL, PLS 1642, FILED 6-1-1980, CS03337
R3
PARTITION PLAT 1993-55 BY GEORGE COLVIN, PLS 1020, FILED 8-26-1993, CS11597
R4
SUBDIVISION PLAT OF TRES JOLIE BY JERRY STICHLER, PLS 2527, FILED 8-6-1998, CS13363
R5
SURVEY BY DIRK P. DURYEE, PLS 65694, FILED 05-20-2022, CS20816
R6
PROPERTY LINE ADJUSTMENT BY ROBERT BAXTER, PLS 2041, FILED 10-04-2000, CS14206
R7
SURVEY BY GARY DEJARNATT, PLS 2208, FILED 12-12-1995, CS12413
R8
SURVEY BY GEORGE COLVIN, PLS 1020, FILED 7-20-1983, CS03345
R9
SURVEY BY WALTER MILLER, PLS 2111, FILED 9-10-1991, CSO4936
R10
SURVEY BY ROBERT KARL, PLS 1642, FILED 12-12-1980, CS03343
R11
TEMPORARY BOUNDARY SURVEY FOR MJP-81-11 BY ROBERT KARL, PLS 1642, FILED 8-18-1982, CS03338
AND FINAL PLAT MJP-81-11 FILED 3-15-1982, CS03339
R12
MP-80-22 BY ROBERT KARL, PLS 1642, FILED 1-19-1981, CS03340
R13
LOT LINE ADJUSTMENT BY SCOTT FRESHWATERS, PLS 2253, FILED 10-4-2000, CS14207
R14
SURVEY BY GEORGE COLVIN, PLS 1020, FILED 9-28-1989, CS03344
R15
SURVEY BY BRUCE ROGERS, PLS 706, FILED 6-12-1990, CS05375
R16
SURVEY BY DANIEL BURTON, PLS 2248, FILED 11-30-2016, CS19259
R17
SURVEY BY JERRY STICHLER, PLS 2527, FILED 11-25-2019, CS20066
R18
SURVEY BY MICHAEL TYE, PLS 1046, FILED 04-09-2003, CS15332
R19
SURVEY BY ROBERT KARL, PLS 1642, FILED 09-22-1993, CS11625
R20
SURVEY BY SCOTT FRESHWATERS, PLS 2253, 06-09-1993, CS11484
R21
SURVEY OF ALFALFA MARKET ROAD BY ROBERT GOULD, 1924, RD01442 & FB021 A, PG. 26
R22
SURVEY BY RAYMOND OMAN, PLS 702, FILED 3-18-1994, CS11778
R23
SURVEY BY RUSSELL KARL, PLS 2257, FILED 9-23-2002, CS15104
R24
SURVEY BY JERRY POWELL, PLS 1919, FILED 4-04-2001, CS14413
SHEET INDEX:
SHEET
1:
COVER AND
SECTIONAL BREAKDOWN OVERVIEW
SHEET
2:
SECTION
29
SHEET
3:
SECTION
28
SHEET
4:
LEGEND,
MONUMENT
AND RECORD SURVEY TABLES
SHEET
5:
DETAILS
A,
B, C, D, E & F
SHEET
6:
DETAILS
G,
H, I, LOT 23 & LOTS 34 & 35
SHEET
7:
DETAIL J
&
LOTS 34, 35, 36 & 37
SHEET
8:
DETAIL K
&
ALFALFA MARKET ROAD AREA DETAIL
NOTE: THE RECORDED SURVEY MAP OF
BEND CASCADE VIEW ESTATES (CS05374)
RECORDED WITH THE COUNTY SURVEYOR'S
OFFICE DIFFERS SLIGHTLY FROM THE
RECORDED SURVEY MAP FILED WITH THE
DESCHUTES COUNTY CLERKS. THE RECORD
INFORMATION SHOWN ON THIS SURVEY IS
THE SAME ON BOTH RECORDED COPIES OF
THE PLAT.
RENEWS: 12/31 /25
N
0
I
SECTION CORNER
FOUND 3 1/4"
FOUND BRASS NAIL &
1" WASHER STAMPED
tit r10 I NFF
ALUMINUM CAP ON
5/8" IRON ROD,
"TYE ENG." ON THE
„�4� 'Qi
�'
STAMPED AS SHOWN
PER
SW SIDE OF POWER
19 20
(R5)
FOUND 1-1/2-
POLE, PP111558 Zak I910
30 29 •�
ALUMINUM CAP
"
N��o\ �� �
STAMPED TYE
NOTE: DIMENSIONS ' \
0 ING• h
? PLS 6
90.16 , 0
N�g•57 20 E -'
ENG WC" PER
(R5)
PER (R5)
_._._. 19 \
.-
20 _ —
30
• ------
29
, ._. .--_
S87'18'17" E
!k
i
_ ��-FOUND
FOUND- BRASS NAIL & 1"
"TYE
1-1/2" ALUMINUM I
WASHER STAMPED
CAP STAMPED "TYE
ENG." ON THE WEST SIDE
ENGINEERING WC" PER
OF POWER POLE, PP111555
(R5)
I
PER (R5)
NW CORNER SEC. 29 - DETAIL "A"
SCALE: 1 "=30'
FOUND 2-1/2-
BRASS CAP PER Q
R2 AS SHOWN 0
FOUND 30"
( )
(
z
JUNIPER STUMP
1 S R
f
F-
ZO
(.
WITH PARTIAL
BLAZE VISIBLE
�►�
Q.
PER (GLO)
S20 I S21
O
w
—.—
S29 I S28
O
O
of
�
I
Z
N682� .0 1980
p
All 68v w \ S 1 6
7V 91.10,
138
�0)
S87'18'17"E
1-7
34•
�a,�W
N 87'57' 16"W
_.'. I •
—
75
13
//
I
I
l\
I
r
p
NAIL IN POWER I
POLE SE OF SEC. r
\
FOUND NAIL & WASHER
STAMPED "COUNTY
CORNER I
REFERENCED IN
.
SURVEYOR" IN 14"
JUNIPER WITH BLAZE
�,,i
c?
(R2) NOT FOUND I
ELK. LANE.
1. �.
SUBJECT PROPERTY I /
o*oansizWovilN Me -- r�vTolmolArliffli
iZ
0
FOUND PK NAIL AND
BRASS WASHER STAMPED
"LS 1020" IN 24" JUNIPER
PER OCRR 1181
I
0 0
� CA� �I
I �1,
W V'!
00 to �,• �� Fj'�•/
FOUND 12" PER,
/
m ' /
NO NAIL & WASHER
.mow.
30 � /
FOUND
/ N87-08.42 W
/ /
�.
LS
W 1 /4 SECTION 29,
/
1020
FOUND 5/8" IRON
,�►��• , �O
�.
ROD WITH RED
PLASTIC CAP
STAMPED "PLS 1020"
�/
f �
PER OCRR 1181 BY
/
O �
GEORGE COLVIN
/
'
/ FOUND PK NAIL AND
BRASS WASHER
STAMPED "LS 1020"
I EXISTING POWER
♦��POLE LABELED
IN 18" JUNIPER PER
"BA113"
OCRR 1181
W 1 /4 SEC. 29 - DETAIL "B"
SCALE: 1 "=30'
FOUND BLAZE &
NAIL (NO WASHER)
\ IN 30" JUNIPER PER
\ (R2)
\ SUBJECT
PROPERTY
\ \ SW1 /4 NW1 /4
\ Z SEC. 28
�L W
\
�� �sz3
\
FOUND 2-1/2"
+
BRASS CAP PER
(R2) AS SHOWN,
/4
J�O\
SUBJECT
A.. FENCE CORNER
PROPERTY \
BEARS S03037'33"W
El/2 NE1 /4 \
S29 S28
0.40'
SEC. 29 \
\
.0 1980
�S
\
16�`�
N87008'4211W \
S87'49'09"E
29
00 EXISTING BARB
28
NAIL IN CORNER
o WIRE FENCE
POST NOTED IN
x (R2) SE OF 1 /4
- - - -
CORNER NOT FOUND
-
LOT 37
LOT 22
i
APPROXIMATE PLATTED LINES OF
x
LOTS 22 AND 37 PER (R1) AND
MONUMENTS FOUND IN AREA, SEE
SHEET 7 FOR MORE DETAILS
1_/4 CORNER SECTIONS 28 & 29 - DETAIL
SCALE: 1 "=30'
RENEWS: 12/31 /25
i
FOUND 14" STUMP,
FITS CLOSELY WITH • Z
RECORD LOCATION o
0
t A
OF BT SET IN (R3) IO
to
co
N12-W 43.3' (R3)
S13'14'28"E 43.86'
IC 1 /4 CORNER,
SECTION 29,
CALCULATED POSITION,
N87.08►42"W 1• SEE NARRATIVE SHEET 1
• N87'08'42"W
S40-W 36.4' (R3)
S43'49'40"W 36.14'
/ NOTE: BT SET SE OF C 1 /4
FOUND NAIL & IN (R3) NOT FOUND
BRASS WASHER �I
STAMPED "LS 1020" FOUND 5/8" IRON ROD WITH
PER (R3JIN 14-
UNIPER YELLOW PLASTIC CAP PER (R3),
BROKEN, LYING IN MOUND OF
NO3*00'12"E 45.70' STONE, S00'58'39"E 12.63' FROM
O CALCULATED C 1/4 CORNER,
S2'W 45.9' (R3) . N APPEARS TO HAVE BEEN
rn DISTURBED, NOT HELD
FOUND NAIL & BRASS)I
WASHER STAMPED "LS 1020"
PER (R3) IN 16" JUNIPER
C 1 /4 SEC. 29 - DETAIL "C"
SCALE: 1"=30'
i
.o
FOUND PK NAIL &BRASS
2t
I
N N66'03'E 6.94' (R9, OCRR
1077)
WASHER STAMPED "LS
c3 �.\
N64'38'30"E 7.02'
1642" PER (R2) IN 14"
�2a�� O� \
• m
SCRIBED JUNIPER
FOUND PK NAIL AND BRASS
"PLS
WASHER STAMPED
01*�Ov' \
2111" IN ROCK OUTCROPPING
PER (R9)
J a Off\
.__ S87049 09"E
\
S55'38'W 27.2' (R9, OCRR 1077)
/ / \ l S R 1
S55 00 08 W 26.74
\
r
\
4-,-S
C 28
FOUND PK NAIL AND WASHER
IN 8" SCRIBED JUNIPER PER
tp
r' s c3` .0 1980
fi c9,\ S 6 ��'
C 1 4 CORNER
/
SECTION 28, FOUND
(R9, OCRR 1077)
�o t�` 0 \ 1
o u'.,
2-1 /2" BRASS CAP
>
oo'o's\\
STAMPED AS SHOWN
PER (R2) & OCRR
�O \
1077
-per , \
J \
NO BEARING TREE
\
FOUND AT RECORD
FOUND 16" \
BEARING AND
DISTANCE. FOUND
SCRIBED JUNIPER
PER (R2) \
IBED TREE AS
NOTED
C 114 SEC. 28 - DETAIL "F"
SCALE: 1 "=30'
SHEET INDEX:
SHEET 1: COVER AND SECTIONAL BREAKDOWN OVERVIEW
SHEET 2: SECTION 29
SHEET 3: SECTION 28
SHEET 4: LEGEND, MONUMENT AND RECORD SURVEY TABLES
SHEET 5: DETAILS A, B, C, D, E & F
SHEET 6: DETAILS G, H, I, LOT 23 & LOTS 34 & 35
SHEET 7: DETAIL J & LOTS 34, 35, 36 & 37
SHEET 8: DETAIL K & ALFALFA MARKET ROAD AREA DETAIL
co
CS 2 14ao
BCVE TRACT 2, UNIT 3
96
97
N7214-E 37.2' (R9) FOUND PK NAIL AND
BT NW OF N72025'26"E 37.07WASHER STAMPED "LS 2111"
N 1 /4 CORNER IN POWER POLE PER (R9,
NOTED IN (R9) FOUND 30" JUNIPER OCRR 1076)
NOT FOUND STUMP WITH PARTIAL
BLAZE
N48V 13.85' (R2) FOUND 1/2-
SMOOTH
RON
N46'33'47"E 13.64' ROD PER I (R1)
N87'57'16"W S76'01'S1 "W 54.51'
S28'23'13"W 14.88'-"--*-/ . � S R �
N87'25'32"W
S29-W 14.5' (R2)
I 4 S• 1 N 1 /4 CORNER
ELK LANE S 28 SECTION 28, FOUND
FOUND 24" z . 2-1/2" BRASS CAP
JUNIPER 0 . ,0 1980 STUMP ti STAMPED AS SHOWN
I S 1 6 PER (R2)
0
G
I BCVE TRACT 2, UNIT 5
5 I
1 4
N 1 /4 SEC. 28 — DETAIL
SCALE: 1 "=30'
IO
bpi
la
'
'. /
FOUND NAIL AND BRASS
"LS
0)GQ�
�%
WASHER STAMPED
I
1020" IN 18" JUNIPER
, LQ',.1�, /
FOUND NAIL AND
PER (R3, OCRR 1180)
1� �'� /
BRASS WASHER
"LS
STAMPED 1020"
IN 18" JUNIPER PER
N12V 21.0' (R3, OCRR
1180)
I
�/ /
(R3, OCRR 1180)
N12'34'37"W 21.00'
/
/
1 /
/
S 1 /4 SECTION 29,
L;
FOUND 5/8" IRON
/
N87'28'45"W
ROD WITH RED
1020
PLASTIC CAP
STAMPED "PLS 1020"
PER (R3, OCRR 1180)
p
cS`,
p�
^�• .gyp/
� �.'�
^� A
� /
/
c9
� �
FOUND NAIL & BRASS
WASHER STAMPED "LS
FOUND NAIL AND
����+`�
1020" IN 20" JUNIPER
BRASS" WASHER
/
(R3, OCRR 1180)
STAMPED 1020
J
IN 28" JUNIPER PER
(R3, OCRR 1180)
S 11.4 SEC. 29 — DETAIL
SCALE: 1 "=30'
64
BCVE ACT 2,
I I 1 1
FOUND 1/2" SMOOTH 27 I DESCHUTES 4
IRON ROD PER (R1)
�NTRIT
ROAD
SO4'04'41 "E
I
BCVE TRACT 2,
14.58' (R5)
UNIT 4
—
—
ROAD
► �_'—Oc�_ —
S87'18'17"E
7EDGERAVEL
'o
21 \
to QED
EDGE OF GRAVEL
DEL ROAD
_._.\. -----
\�\ 29 \
\
���•
_ ___-_ ROAD _
S87'18'17"E — —
5
ELK LANE
N 1 /4 CORNER SECTION
29, CALCULATED
,•s
D GE OF
POSITION BY SINGLE
o • `�
_ PAVED ROAD
10
PROPORTION
FOUND FOUND 5/8" IRON ROD WITH _
N
0) I
YELLOW PLASTIC CAP STAMPED
�
"PLS 702" PER (R22)
BCVE TRACT 2,
29
22
UNIT 2
`
BCVE TRACT 2, 23
UNIT 2
N 114 SEC. 29 DETAIL "I"
SCALE: 1 "=30'
SECTION 20 X X X —__---
SECTION 29 S87'1817" X
2 x 1
x x x
E 1/1 6TH 1 EX. WIRE FENCE
ELK LANE CORNER 1
1 I x
1 APPROXIMATE
r PROPERTY LINES
1 PER (R1)
z z 1
0 0 1
N 1 I x
Cyl
� OD
� I
N (o 1 CO "
;u 0
1 I w
5.84'
I wx
1. n � �
1 c' I
I z x
LOT 23 2.81' 1 W
PORCHF 1 x
1 w x SUBJECT
EX. 1 I I PROPERTY
HOME 1_-*— 5.16' 1 I STATE OF
1 I HEAT PUMP OREGON
1 x El/2 NE1 /4
�-•— 6.74� 1 SEC. 29
I
1 x
PROPANE 1
TANK I I
1 x
11 I —.►I 12.72' 1 x
04
1 I
1 1 "
\ 1
Ast), \ \ GATE
z �
� ! 1
N N87'58'55"W I x
a
~ 44.94'
~
1 — — — x
gg I 43
> m N
m - z O GATE
0 m •
0Ln
0 oo
LOT 24 z r*► i
co N
I
I�
LOT 23 — DETAILS
SCALE: 1 "=30'
30
APPROXIMATE PLATTED LINES -
OF LOTS 22 AND 37 BASED
ON MONUMENTS FOUND IN
AREA AND (R1)
BCVE TRACT 2.
UNIT 2
DESCHUTES COUM Mt^yVEYQ'�
epsiMrz�issozv
�..
REGISTERED
SHEET
1:
COVER AND
SECTIONAL BREAKDOWN OVERVIEW
F IONAL
SHEET
2:
SECTION
29
AN SU VEYOR
SHEET
3:
SECTION
28
y
SHEET
4:
LEGEND,
MONUMENT AND RECORD SURVEY TABLES
SHEET
5:
DETAILS
A,
B, C, D, E & F
SHEET
6:
DETAILS
G,
H, I, LOT 23 & LOTS 34 & 35
"WIMay E�O0
SHEET
7:
DETAIL J
&
LOTS 34, 35, 36 & 37
0
DIRK P. DURYEE
SHEET
8:
DETAIL K
&
ALFALFA MARKET ROAD AREA DETAIL
65694PLs
RENEWS: 12/31/25
34
N87-00-25"W
39.78' (R1)
S870039079#E
39' 85 -
33.85'
'*\-6.00'
I
II
35
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SEE SHEET 7 FOR SOUTH
PORTIONS OF LOTS 34 & 35
LOTS 34 & 35 — DETAIL
SCALE: 1 "=30'
C4
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30
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34
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850E
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S88'12'05"E 216.63' (R1) NS1-551E �c• ' I 28
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ol
---__ _ A \-` SEE DETAIL
SoJSHEET 8
44
ROAD PI, FOUND 1" AXLE
LOTS 34, 35, 36 & 37 - DETAIL PER 1924 SURVEY OF
ALFALFA MARKET PER (R21),
SCALE: 1 "=100' HELD FOR ROAD CENTERLINE
FOUND 20" JUNIPER
WITH NAIL & WASHER
STAMPED "LS 1642"
PER (R10, R12)
ff
N6347. f11 W
16.28'
N60V 16.84' (R10, R12)
cn Ln
n n
to co
S 1/16TH CORNER
FOUND 5/8" IRON ROD,
NO CAP, PER (R10, R12)
UP 10", LOOSE, SHOT
AT SPIN POINT
S06'51'06"E
1-000� 43.58'
S5'E 43.17' (R10,R12)
1
1 FOUND 20" JUNIPER
�� WITH NAIL & WASHER
STAMPED "LS 1642"
PER (R10, R12)
S 1116TH CORNER - DETAIL "J"
SCALE: 1 "=30'
RENEWS: 12/31 /25
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PER (R17)
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FOUND 5/8" IRON ROD,
NO CAP PER (011)
\—R=756.20'9 L=12.53'
CH=N51046'34"E 12.53'
(R17) R=756.20', L=12.47'
/ I 28 CH=N52'44'06"E 12.47'
o•
WFOUND 5/8" IRON ROD WITH
C; YELLOW PLASTIC CAP
101, STAMPED "SCES" PER (R11)
Y
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BANK OF
MAILBOXES
FXPREGISTERED S.Ss'
F SIONAL KIOSK
A S RVEYOR EDGE of
GRAVEL O
REGON
May 12, 2010 p [ . ,
DIRK6 694DPLs YEE I...'' /''
RENEWS: 12/31 /25 j
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STATE OF I = 4
OREGON OLD BARB I o
SW1 /4 N W1 /4 WIRE FENCE I I
SEC. 28
DETAIL "K" O APPROXIMATE PROPERTY l lo,
SCALE: 1 "=10' O LINES FOR LOTS IN BCVE
3 W PER (R1) AND MONUMENTS �,' �,'
1 /4 CORNER, FOUND W FOUND, SHOWN FOR
� REFERENCE ONLY
2-1 /2" BRASS CAP �/ ,'
PER (R2), SEE DETAIL N52'20'35"E ,'� .''' �O Q
E ON SHEET 5 , 'O O
X--X—
x x x x x x 29 28 210.00' (R1) ,��� — 0.
394.07 - — — —
.93.04' �l
406.92" (R1) — -- — — �� led
EXISTING x
S87'55'57"E 342.00' (R1)
FENCE 42
EXISTING � N ' '
LAPROPERTY LINES FENCE " I CD 22 '
SHOWN ARE o N55'30'E ; '� ''
o APPROXIMATE ONLY C,� I 219.00' (R1) SEE DETAIL "L"
N PER MONUMENTS con
SHEET 8
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o FOUND AND (R1) WG'�'
P.. �j'� /� �,
00
��
m ,i19 ��,
°' FOUND NAIL & i I
WASHER STAMPED I ( FOUND NAIL &
OLD BARB "LS 1642" IN 16" WASHER STAMPED
WIRE FENCE JUNIPER PER (R11) I I "LS 1642" IN 20"
I I JUNIPER PER (R11)
O-
S87'49'09"E S87'49' "
S87'49'09"E 1311.30
N87.20'06"W 1311.30' (R7) S64'30'33"E 37.69'
S87'18'05"E 1311.34' (R11) EXISTING N60'W 37.66' (R11)
N87'18'05"W 1311.33' (R10, R12) GRAVEL S70'09'09"E 67.35'
DRIVEWAY S38'E 67.32' (R11)
CW 1 /16TH CORNER, CALCULATED POSITION, SEE
NARRATIVE, IRON ROD SET BY KARL IN (R11)
WAS NOT FOUND, REMNANTS OF A YELLOW i
PLASTIC CAP, 2X2 POST AND SEVERAL STONES
37 ��''/�, ALFALFA MARKET ROAD AREA FOUND LYING SW OF CORNER, FOUND 60D NAIL
I , , Dc S16 27 50 W 0.33 FROM CALCULATED POSITION
SCALE: 1 100' (ORIGIN UNKNOWN)
�'' OP''
J /
x •O� NOF'
.4x
50 5941-ol
I
N81'XN 26S5'10R j � I
167.40 ( , '
— L-
'55'10"E
N81 1 r�,\ 28
102.
03� SEE DETAIL "K"
SHEET 8
44
ROAD PI, FOUND 1" AXLE
PER 1924 SURVEY OF
ALFALFA MARKET PER (R21),
HELD FOR ROAD CENTERLINE
F P PO "'�'
SUBJECT
PROPERTY
to
o E— W CENTER
S87049'09"E S87'49'09"E SECTION LINE
SEC. 28
S85'4195891E 15.92'
F Q' PO
�O
•� +,� 42
P �� ,,\N A
DETAIL
SCALE: 1"-5'
SHEET INDEX:
SHEET
1:
COVER AND
SECTIONAL BREAKDOWN OVERVIEW
SHEET
2:
SECTION
29
SHEET
3:
SECTION
28
SHEET
4:
LEGEND,
MONUMENT
AND RECORD SURVEY TABLES
SHEET
5:
DETAILS
A,
B, C, D, E & F
SHEET
6:
DETAILS
G,
H, I, LOT 23 & LOTS 34 & 35
SHEET
7:
DETAIL J
&
LOTS 34, 35, 36 & 37
SHEET
8:
DETAIL K
&
ALFALFA MARKET ROAD AREA DETAIL
I I I --I I I')rltt 1: 0 Ur a 1 97703 541-389-6959 I I
CS214ao