HomeMy WebLinkAboutSurvey 21214SECTIONS 29,32,31 T1 5S.5 R1 3E. W.M SECTIONS 6,7 Tl 6S., R1 3E.
SECTIONS 12,1 3,23526527934 T16S., R12E. W.M.
SECTIONS 3,4,9 Tl 7S R12E W.M.
• ;� 14 ' TO REDMOND
yb os• ,
2
6'! - 3
vul
/
/
' 31
/
4
111
1 5 /
/
/ 6v, .
y
QUARRY RD.
LEGEND
� OQ`
NETWORK CONTROL AS NOTED
RESOLVED CENTERLINE , /' 1 2 , \ ,' 9 , 7
SECTION LINE ,,�D•� ,' �,
TOWNSHIP/RANGE LINE c��,� ,� 101' No;
P
l SHEET BORDER 'L N M
_���,�• 14 7211 13 Q` lfl (Jo
,-
��`��-
�a� GIFT RD. ,
7311
�V
/
14 24
j
7511
J / /
\� 16
' f
TUMALO RD. (NICHOLS MARKET RD.) 26
77111
T.16 S., R.
T.1 7 S., R.
O
x
NOT TO SCALE
moo, 'lb�fj
12E
TO BEND
27
78 ' /
, v
79
r 20
r
r � v
60
SET 1 1 /4" BRASS PLUG IN PAVEMENT
"ODOT CONTROL"
N. 2273S9.79
E. 2S2488.9S
!
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o ti
O
xs
�.9
REFERENCE
R 7 - ODO T DRG. NO. 98-33-3 70189
R2- CS 7 7 407 BY BAXTER 3193
R3- CS 74660 BYBAHRKE 70107
R4 - CS 78464 SY BLAKLEY 72172
R5 - CS 05033 BY OMAN 7 019 7
R6 - CS 72747 BY KARL 70196
R7 - CS 74378 BYBAXTER 7212000
R8 - CS 0 7 795 BY HOL L INGSWOR TH 2179
R9 - CS 7 7934 BY BAXTER 9194
R 7 0 _ CS 74759 BY KARL 72107
R71 CS78774 BYEASTMAN 712070
R72 - CS77372 BY TYE2193
R 7 3 - CS07893 BY HOLLINGSWOR TH 2179
R 7 4 - CS72679 BY KARL 8196
R75 - ODOT DRG. NO. 98-24- 75 10184
R 7 6 - ODOT DRG. NO 9B-33-4 7 7189
R 7 7 - ODOT DRG. NO. 99-33-5 72189
R 7 8 - CS72252 BY SMI TH 7195
T1 5 S., R. 13E.
T16 S., R. 1 3E.
TA BL E A BBREVIA TION.
ODOT RW - OREGON DEPARTMENT
OF TRANSPORTA TION RIGHT -OF-WA Y
W/ - WITH
I. P. - IRON PIPE
O.D. - OUTSIDE DIAMETER
L D. - INSIDE DIAMETER
L R. - IRON ROD
A. C. - ALUMINUM CAP
A. L. - AL UM/NUM
Y P. C - YELLOW PLASTIC CAP
P. C. - PLASTIC CAP
R. P. C. - RED PLASTIC CAP
F.D. - FOUND
C.S. - COUNTY SUR VEY
CONC. - CONCRETE
W.M.
14
SET 1 1 /4" BRASS PLUG IN CONCRETE
"ODOT CONTROL 14"
N. 271209.20
E. 276998.12
.SHEET INDEX
SHEET 1- VICINI TY, NARRA TI VE AND BASIS OF BEARINGS
SHEET 2- 24 ALIGNMENTS, FOUND/SET MONUMENTS AND CONTROL POINTS
BA SIS OF SEA RIN
OREGON COORDINA TE REFERENCE SYSTEM
BEND-REDMOND-PRINEVILLE ZONE NAD83(207 7) EPOCH 207 0
PROCEDURES
ALL NETWORK CONTROL AND MONUMENTS WERE OBSERVED USING RTK
DOUBLE- TIE METHODS FROM THE OREGON REAL - TIME CPS NETWORK (ORGN).
SUR VEY NARRA TI VE
THE PURPOSE OF THIS SUR VEY IS TO PERPETUA TE BO TH FOUND A ND RESET MONUMEN TS A L ONG THE
DALLES-CALIFORNIA H/GHWA Y CORRIDOR BETWEEN STA TIONS 123+49.96 AND 625+00, 00.
SAFETY IMPRO VEMENTS THROUGH A PROPOSED THREE PHASES OF CONSTRUCTION PUT THESE MONUMENTS
A T RISK OF DISTURBANCE. MONUMENTS WERE ALSO LOCH TED ALONG 67ST., GIFT, AND QUARRY ROADS
WHERE POTENTIAL '1" TURNS WILL BE CONSTRUCTED.
SIDE LOT LINES AND SECTION LINES ARE PROTRACTED AND SHOWN FOR REFERENCE ONLY UNLESS
OTHERWISE NOTED.
U S_ 97 CENTERLINE RESOL VE.
THE HELD MONUMENTS BELOW, WERE CALCULATED AND SET BY BAXTER AS SHOWN IN CS 71407. THE BEST
FIT MONUMENTS, IN RELA TION TO RECORD OFFSET, WERE HELD ALONG EACH OF THE TANGENTS TO SET THE
P.I. POSTIONS. RECORD CURVE DA TA WAS THEN A L TERED TO FI T EA CH CA L CULA TED P.I. MONUMENTS SET
A T THE P. T. OF EA CH CUR VE WERE HEL D FOR THE STA TION EQUA TIONS.
STATIONS 123+49.96-182+00: HELD A PRORATED SPLIT OF POINTS 2266 AND 2262 (SHEET 2) AND A 85'
OFFSET FROM POINT 2259 (SHEET 4).
STA TIONS 197 +77.73 -392+ 17.82: A SPLIT OF POINTS 2234 AND 2228 (SHEET 6) AND A PRORA TED SPLIT
OF POINTS 2 7 55 AND 275 7 (SHEET 7 3).
STA TIONS 407 +72.74-528+47.64: A PRORATED SPLIT OF POINTS 2109 AND 2097 (SHEET 19) AND A SPLIT
OF POINTS 2111 AND 2095 (SHEET 19).
STATIONS 532+89.30-625+00.00: A SPLIT OF POINTS 2085 AND 2077 (SHEET 20) AND A SPLIT OF POINTS
2092 AND 2055 (SHEET 22).
SIDE STREET RESOL UTIONS_
SEE SHEET 8 FOR QUARRY RD. AND 46TH ST.
SEE SHEET 73 FOR 67ST. AND GIFT RD.
ALICNMENTABBREV/AT/ONS
REGISTERED
PROFESSIONAL
P.O. T.
-POINT ON TANGENT
LAND SURVEYOR
P. S. -
POINT OF SPIRAL
P, S. C:
- POINT OF SPIRAL TO CUR VE
P. C. S.
- POINT OF CUR VE TO SPIRA L
P.l. - POINT OF INTERSECTION
OREGON
A T. -
POINT OF TANGENT
DECEMBER 1 1, 2012
A.h. -
AHEAD STATION
86297 TIN 0THY JON WEAVER
S. k. -
BACK STA TION
RENEWAL DATE: 6/30/24
°z a
k#
74, z o 2oZ3 B1,C 0 I i ✓l S
CS 2 12 ta-
SE 1 /4 SECTION 29 Tl SS., RI 3E. W.M.
,&14
LEGEND
ht 3
f
w ALED-2 O LZ 3► co S
100 50 0 100
FEET
NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2287
277043.70
276642.79
723+26.37
755.32 RT
FD. 3/4"IP. W/YPC "POVEYASSOC" CS74660
2280
277076.62
276640.36
723+49.96
739.99 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS 7407
2263
270767.90
276742.97
724-f-99.96
90.02 L T
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" PP 725f00 90'RT CS71407
2279
270543. 73
276358.77
128+99.75
700.7 7 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW' PP 729+00 700 RT CS17407
70057
270345.85
276759.33
737+75.32
750.03 RT
FD. 5/8"IR W/YPC 'POVEY& ASSOC. "CS74660
2278
270374.68
276203.82
137+75.39
95.72 RT
FD. 3/4"IP. D.D. W/YPC "POVEYASSOC"CS74660
2262
270706. 75
276284.66
733+00.00
90.00 LT
FD. 5/8"IR. W/ 3 1/4'AC "ODOT RW' CS7 7407 HELD
2266
270200. 66
276749. 41
1 733-t00. 01
I 75. 00 RT
FD. 5/8" IR. W/ 3 1 /4'AC "ODOT RW" C57 7407 HELD
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
74
277 209. 20
276998.72
SET 7 7 /4 " BRASS PLUG IN CONCRFTE "ODOT CONTROL 7 4 "
75
270299. 46
276240. 47
SET 1 7/4 "BRASS PLUG IN PA VEMENT "ODOT CONTROL 7 5 "
11-4
w
w +
O o
0
2262 HELD
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
111�110 M iffilmil MUT
1-4
w
S34 05655 "W
d-
(S35'27'22 "W) R I N
u-
O
M
2266 HELD w
2278 w
DEED VOL. 20 7 4-20 7 34 =
Ln
M ODOTDRG. 7R-4`7792 ---`-- w
----------- Ln
+ lD N
V N
-p Ln �n
W
Ln
O CD
Co
in �n
Ln Ln
�n
v1
RENEWAL DATE: 6/30/24
SW 1 /4 SECTION 29 Tl SS., RI 3E. W.M.
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2267
269832. 03
275897.92
737+49.67
74.89 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" PP 737+50 75' RT CS7 7407
7077
269897. 66
275793.04
737+52. 57
7 93.53 R T
FD. 7/2" IR. CS 2252
2268
269720.18
275807. 76
738+89.90
80.29 RT
FD. 5/8"IR. W/YPC UH PACIFIC"NO RECORD
2283
269720.13
275793.76
738+97.96
97.74 RT
FD. PK. IN ROCK 7/76 COR CS 78464
2284
269707.60
275793.24
739+ 13. 70
87.06 RT
FD, 5/8" IR. W/YPC 'SCES" CS78464
7072
269779.28
275667.22
739+74.24
799.40 RT
FD. 5/8" IR. W/YPC V H PACIFIC" NO RECORD
2269
269373.47
275499.00
743+99.85
1 99.87 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW' C57 7407
2282
269266.65
275477.47
7 44+53.94
95.64 RT
FD. 5/8" IR. W/YPC 'SCES" CS 8464
2270
269097.09
275372.24
746+49.77
79.85 RT
FD. 5/8" IR. W/ 3 1/4 AC "ODOT RW" PP 746+50 80'RT CS11407
2277
268870.26
275777.44
749+99.89
80. 73 RT
FD. 5/8" /R. CS17407
2272
268737.75
2757 70.34
7 50+99. 74
84.89 RT
FD, 5/8" IR. W/ 3 1 /4'AC "ODOT RW" C571407
2267
268478. 74 1275745.66
752+86.40
88.64 L T
FD. 3/4" I. R. BENT ORIGIN UNKNOWN
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
76
269295.23
275522.85
SET 1 7/4" BRASS PLUG IN ROCK OUTCROP "ODOT 76"
17
268358. 62
274863. 70
SET 7 7/4 " BRASS PL UG IN ROCK OUTCROP "ODOT CONTROL 7 7"
d-
N
Ln
u
J
0
2267
w
- -
�
00�-
w
ob., Ln
_
Ln 00o
Ln cn
Lv
vi 0)
0N
Ln Ln
/
'pt N
M N
� rn, 101 7
00
1-4
44
2268
LOT 185
Is
&16
2282
2284--------------------- -2269 ��--�
2283
0
\ o
\ \
S30°28'S2"E 54 4226' (M)
S30-5448"W 5.1 1' (R4)
1012
\
CS 1 / 16 SECTION 29 \\
FOUND 2268 \
BEARS S89'5835"E 14.02'
FOUND 2284
BEARS SO° 1 5'06"E 1 8. 5 T (SO° 1 5' 5 6"E 18.S6 CS 1 8464)
FOUND 1012
BEARS N89`37'54"E 1 31.94' (N89°47'39"W 131.89' CSl 2252
FOUND 1017
BEARS N0'2'161 1 77.54' (NO`7'25"E 177.64' CS12129)
U.S. HWY 97 STATION 139+00
BEARS S53'4642"E 91.76'
iiaC� C�G3C�C�1� G°a4
G3LDMoO�JD pno
aG°Q�C��
00 00 00
0 0 Ln
2270 2271
- -- -n --------------------------------�- - - _ 2272
.,
I m
100 50 0 100
FEET
LEG EN D
O NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
S34 05655 "W
(535.2722 "W) R 7
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11 , 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
N
u-
0
w
w
un
w
w
un
-00
1p
es 2 1 zi 4 -
NW 1 /4 SECTION32 T1 SS., R1 3E. W.M.
9
Rt
N
u- _
O
M
W
W
W
W
vi
/
/
/
,
,
/
/
/
/
/
,
,
,
/
/
,
/ o
110
534 05655 "W
/
/
' CONTROL POINT TABLE
/
/
/
/
/
/
/
POINT
NORTHING
EASTING
DESCRIPTION
18
267403. 06
274230. 62
SET 7 7 /4 " BRASS PLUG IN PAVEMENT "ODOT CONTROL 7 8 "
19
266572.87
273626.08
SET 5/8" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
/
' RECOVERED MONUMENT TABLE
/
/
!
/
/
,
,
/
1-4
0
22560
------ -------
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2258
267911.54
274537.41
760+99.75
85.00 RT
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" CS71407
2257
267483.44
274457.72
764+99.73
90.00 L T
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" PP 165+00 90'L T CS17407
2259
267091.83
273964.54
770+99.80
85.00 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS17407 HELD
2256
2156663. 69
273878.84
7 74+99. 82
90. 07 L T
FD. 518" 1R. W/ 3 1/4'AC "ODOT RW" PP 175+00 901 T CST 7407
LEGEND
NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
100 50 0 100
FEET
0
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11 , 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
A]9
We] AUI No M
53405655 "W
(535.2722 "W) R 1
La
z o7 zozs Bylle4colLez's
N
L1..
O
Ln
W
W
L4
W
W
LP1
ads
SE 1 /4 SECTION 31 T1 SS., R1 3E. W.M.
N
LL
O
w
w
ul
w
w
Ln
400 00'Spil,
2260
+ - -- -
0
N
CONTROL POINT TABLE
H
I' CL
TA 5044'04"
Ts 487.01'
2-400' Sps. R2
S 2.00'
a 0.040'
00"5979" C.L.
R = S, 795.24'
�'
\
V
V \
O
Ts 7 = 490.54 `
:ltj
sz = 490. S4'
'
\
f1
y
\
�\ S29'20'S8"W 62.55' (M)
2253 2248
00
2250
00 ®20
2249
400.00' Spiral
S = 0 7 °58'38"
POINT
NORTHING
EASTING
DESCRIPTION
20
265665.75
273029.29
SET 5/8"IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
27
264702. 98
272612. 41
SET 7 7/4 " BRASS PLUG IN PAVEMENT "ODOT CONTROL 21 "
RECOVERED MONUMENT TABLE
2247�
- 2251
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2254
266709.77
273443.72
782+03. 70
50.66 L T
FD, 5/8"LR. IN CONC. PP PS 782+02.9 50.03 ODOT 9B-33-3
2255
266086.56
273475.33
782+04.03
89.87 L T
FD. 5/8" /R. W/ 3 7/4'AC "ODOT RW" PP 782+04.29 PS 90`L T CS7 7407
2260
266786.69
273337.83
782+04.75
85.7 7 RT
FD. 5/8" /R. W/ 3 1/4'AC "ODOT RW" CS7 7407
2253
265763. 96
273243.56
7 86+04. 72
79.89 L T
FD. 5/8" /R. W/ 3 7/4 `AC "ODOT RW" PP 7 86+ 04.29 PSC 80'L T CS7 7 407
2250
265853.55
273705.02
786+04. 75
85.09 RT
FD.5/87R. W/ 3 1/4'AC"ODOT RW" CS7 7407
2248
265679.20
273752.54
787+77.52
79.54 L T
FD. 5/87R. W/ 3 7 14'AC "ODOT RW" PP 787+77.73 PCS 80' L T CS7 7407
2249
265704.57
27307 7.45
787+77.59
85.33 RT
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" CS17407
2257
265352.78
272875.30
797+77.42
80.25 RT
FD. 5/8"/R. W/ 3 1/4'AC "ODOT RW" CS7 7407
2247
265274.54
272954.89
797 +77.83
79.77 L T
FD. 5/8" IR. W/3 7/4'AC "ODOT RW" PP 797 +77.73 PT 80' L T CS17407
2246
264906.30
272749.34
795+99.54
80.06 L T
FD. 5/8" /R. W/ 3 7/4'AC "ODOT RW" PP 796+00 80' L T CS17407
2245
264348. 66
272443.35
202+35. 67
85.77 LT
FD. 5/8" /R. W/YPC "OMAN PLS 702" CS05033
2244
264295.30
272407.49
202+99. 68
79.85 L T
FD. 5/8" /R. W/ 3 1/4 `AC "ODOT RW" PP 203+00 80' L T CS17407
2243
264270.57
272354. 39
203+99. 55
74.85 L T
FD. 5/8" 1R. CS7 7 407
ti
100 50 0 100
FEET
LEGEND
® NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
A21
00 \\
O
S29 °7 2 `33'W \\\
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 1 1, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
S29 °43'7 8 V (R2)
S29'43'18"W 62.91' (R5)
to
+
+
N
LL
0
\____O_2�?44----.2243
o
O
w
w
00
o
V
u,
=
Ln
w
w
DEWHUMCOUMSURVM71
. iz /t>'/Z?,OW Bye co � smmi"No 'a,
z�2�a-
SE 1 /4
SECTION
31 Tl SS., RI 3E
W.M.
GOVERNMENT LOT
3 AND SW
1 /4 SECTION 6
Tl 65., RI 3E. W.M
2243
SEE SHEET 5
2� 1� S29909'59"W 396.1 V (M)ILL -
p %S29°43'18"W 395.65' (R5)
2242
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
2241
ry 2231
S89'16'04"E 127.06' (M)
S89°55'03"E 127.30' (R6)
S29°16'08"W 142.65' (M)
528°55'27"W 142.87' (R6)
_------�2240
Ul
w voiv Ln '
w oo 0 '
i
o ®2 2
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
2252 '
o '
PERMANENT EASEMENT TO CENTRAL OREGON IRRIGA TION DISTRICT VOL. 726 PAGE 772
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
22
263853. 09
1272021.20
SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL "
23
262910. 61
1271465.78
1 SET/ 714 " BRASS PLUG IN PA VEMENT "ODOT CONTROL 23 "
RECOVERED MONUMENT TABLE
JOINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2252
264798.75
272170.30
204+99.70
80.06 RT
FD. 518" /R. PP 205+00 80' RT CS 7407
2242
263864. 68
272167.34
207+95. 66
75.75 L T
FD. 518" /R. W/YPC "OMAN PLS 702" C505033
2247
263368.58
277883.77
273+64.77
74.97 LT
FD. 518"/R. CS72747
2240
263244.74
277873.96
275+06.87
74.76LT
FD. 1/2"IR. CS72747
2237
263725. 70
27797 7.75
275+63.00
278.20 L T
FD. 2" lP. O.D. W/NUB AND TACK CS72741
2230
263 726. 72
277 784. 69
2 7 6+23. 58
706.57 LT
FD. STONE SCRIBED 'S W" CS 2741
2229
263725.06
277747.67
276+43.13
74.96 LT
FD. 518"/R. W/YPC 'WH PACIFIC"NO RECORD
2239
262987.57
277469.06
278*99. 72
707.05 RT
FD. 7/2"IP. I.D. C52070
2232
262986.89
277469.94
278+99.24
99.97 RT
FD. 5/8" IR. PP 279+00 700'RT CS7 7407
2233
262725.06
277323.62
227+99. 78
99.92 RT
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" PP 222+00 700'RT CS7 7407
2234
262363. 67
277 750. 72
225+99.29
75. 00 RT
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" PP 226+00 75'RT HELD C57 7407
2228
1262290.47
277287.07
225*99.35
75.00 L T
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" 226+00 75ZT HELD C57 7407
2235 1262298.62
277774.36
226+73.57
74.47 RT
FD. 314"1P. W/YPC "POVEYASSOC" C52070
LEGEND
2230 S87°261 3"W 37.12' (M)
1--1 S86°56'58"W 37.26 (R6)
2229
to IV
0 00
O CD_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
100 50 0 100
FEET
® NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
223t
®�q
ti
+
0
0
2228 HELD N
------ ------ ------ ------ - - ------- ------ ------ ------ ----- ------- w0
S29 °7 2'33 "W Lu
w
�\ S29 04378 "W (R2) y w
�\ J Ln V 7
0 2235
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 1 1, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
toa
SW 1 /4 AND GOVERNMENT LOT 6 SECTION 6 Tl 65.9 R1 3E. W.M.
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
ti \\ ti
O \ +
\ 0
\ o
2227\\ 2226
- --------------------------------------------------------------------- - - a\- ------ - ------------------------
\
\
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.) V1
\
U- \ /�
0
lfl to
w _ _ _ _ /
w- - - - - - - - - - - - - - - - - - -------------------------- - ------------ - 2 2 3 6\ 2 2 3 7 - -- - - - - -
w \ 0
w \0
m 'I- P (� 0-ij)
i \
/
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
24
267 938. 80
270939, 42
SET I 1 /4 " BRASS PLUG IN PA VEMENT "ODOT CONTROL 24"
25
2610 7 8.11
270424. 60
SET 7 7 /4 " BRASS PLUG IN PA VEMENT "ODOT CONTROL 25"
546
2607 86.51
270642.52
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP "ODOT RP"
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2227
267527.33
270850.89
234+80.54
74.89 L T
FD. 518" 1R. W/YPC "WH PACIFIC" NO RECORD
2236
267 57 6.32
270677.07
235+69.74
74.39 R T
FD. 3/4" /P. W/YPC "PO VEYASSOC" CS02070
2226
267477. 80
270792.96
235+99. 78
74.84 L T
FD. 518" 1R. CS 7407
2237
267 490. 64
270667. 84
235+99.58
75.75 RT
FD. 5/8" IR. W/ 3 1 /4'AC "ODOT RW" PP236+00 75'RT CS 7407
2225
267 076. 72
270602.26
239+89.95
74.84 L T
FD. 5/8" IR. W/YPC 'SCES" CS17372
2272
260799.50
270609.44
247+52. 72
509.79 L T
FD. 314" IP. CS01795
2224
1260370.24
270207.49
247+99.24
75.04 L T
FD. 518" /R. W/ 3 7/4'AC "ODOT RW" PP 248+00 75'L T C57 7407
LEG EN D
2�
100 50 0 100
FEET
1 NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
• SET MONUMENT
O BEARING TREE
®2 5
W1/166,7
SET 5/8" IR. W/OPC "ODOT RP"
BEARS S68'34'E 35.53'
FOUND 37" JUNIPER W/NAIL AND SHINER
BEARS S78'W 1 57.6'
ti
14,
0
0
2224
- - - -----a------------- -
S29 °12'33 "W
S29 °43'18 "W (R2)
V
N
i
i
U-
0
V
Ln
00
w
----------------_
w
_ _
+
un
o
o
w
w
un
OREGON DEPARTMENT OF TRANSPORTATION
F
EGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP
OFESSIONALD SURVEYOR US 97: REDMOND-BEND
9F.PAkT� THE DALLES-CALIFORNIA HWY.
DE
SCHUTES COUNTY
OREGON
DECEMBER 1 1 , 2012 S}ORZP+Z1
TIMOTHY JON WEAVER
86297 ODOT REGION 4 TECH CENTER SEPTEMBER, 2023
RENEWAL DATE: 6/30/24 63OSS N. HWY. 97 BLDG. M SCALE: 1" = 100,
BEND, OR 97701 KEY NO. 22776 SHEET 7 OF 24
GOVERNMENT LOT 1 SECTION 7 T16S., RI 3E. W.M.
NE 1 /4 SECTION 12 T16S., R12E. W.M.
LEGEND
A NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
O BEARING TREE
-0- UTILITY POLE
I I
100 50 0 100
FEET
g ing; NO --:�
0 E
HOF
2212
SEE SHEET 7
O
2212 HELD FOR QUARRY RD.
----- SEESHEET 7
--
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2238
260273.83
269970.30
249+99. 74
84.95 RT
FD. 518" /R. W/ 3 7/4'AC "ODOT RW" CS7 7407
7000
260759. 83
26997 8. 72
257 +24. 7 7
74.86 RT
FD. 518"IR W/ 3 7/4"AC "ODOT RW" CS7 7407
2277
259672. 02
269817. 07
255+99.20
74.99 L T
FD. 518" /R. W/ 3 7/4'AC "ODOT RW" PP 256+00 75'L T CS7 7407
2277
259072.95
269448.55
263+54.37
74.95 LT
FD. 518"/R. W/YPC "BAXTER LS2047 "CS74378
2209
258907. 73
269448. 54
264+57.39
729.22 L T
FD. 518" IR. W/ 7 7/2 "AC "OREGON STA TE PARKS" CS07795
2208
258886.26
269377.77
264+99.46
74.95 L T
FD. 518" IR. W/ 3 7/4'AC "ODOT RW" CS7 7407
7007
258959.47
269246.87
264+99.49
75.07 RT
FD. 518" /R. CS7 7407
2207
258529.76
269795.57
268+99.57
89.94 L T
FD. 518" /R. W/ 3 714'AC "ODOT RW" CS7 7407
570
260742. 53
269432. 39
FD 518 " IR W/PINK PC 7S 2575 " CS 7 87 74
505
260257.32
269428.74
FD 518" IR CS 78774
506
26022 7.42
269448.30
FD 2"ERA SS DISK CS0 7 795
507
260797.45
269448.33
FD 518" IR CS 08009
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
26
260796.89
269945.39
SET 7 714" BRASS PLUG IN PAVEMENT "ODOT CONTROL 26"
27
259277.95
269422.86
SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
+
O
2211
--------------------------------------- o-------------
NJ
Q)
O
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
0 V
tJl
to -
__ 2238 ®2 6 Q- -------------------------------------------------------
N - - ----� 1 1000
O O
� O \
LLJ
LLJ
C LIFL10 U U E a C r\Q.- u H IJ w
w \
w \
v� \
_u510
HELD
46TH ST.
\ 2 2
`\ `9odp.
\ moss
I\ J I
o
\
7 `
O`
QUARRY ROAD CENTER LINE 60' RW
\\ 506
PER CS 08009. HELD 2212 AND 506 �
HELD
3��'l0 t�$1
003-� N3\
C�
630�
506
116
12 7
I I 507 �
� 4
1 506 1
C-1
�O
�O
c0
N 1 / 16 SECTIONS 12,7
- .`�S, FOUND POINT 2208 PER CS] 1407 AND C501795
. BEARS S77�42'W 72.49'
FOUND 1 9" JUNIPER W/STATE PARK TAG AND
PARTIALLY LEG I BLE BLAZE "N 1 / 16 7 / 12..."
BEARS N88'E 106.80- ti
00�6�1�\2209
N,0
O
------- - ------ - -�---- --- -
2217
\\\
Ln
o O
2207
0
V \ Qo
®2 7 v, \\ o
c'J
505
\HELD 505 /
\ �\
_ 4 N1 /
DETAIL NOT TO SCALE
46TH HELD 2T OFFSET TO CENTER LINE
FROM 510 AND 505. CHECKS
WITH DISTANCE CALL AT SECTION �\
CORNER PER CS 01727
G
�0� 2UUULE� u nQ��9 u 1�-))
DESCHUTES COUNT Y W .: � .,14 4
JVjLW IZ 07 U 3By,6 Col /Is \
\
CORNER SECTIONS 6,1,12, 7
FOUND POWER POLE W/ PK NAIL
EAST SIDE OF POLE UP 0.6' FROM GRADE
BEARS Nl O'W 73.01' PER DCRD #414
FOUND POWER POLE NO DUPLEX NAIL
BEARS N82'W 148.30' PER DCRD #414
FOUND 507
BEARS SO'3'13"E 29.98'
(SO004'1 1 "E 30.00' PER CS08009)
FOUND 505
BEARS N33°1 V51 "W 35.73'
(N33.1 748"W 35.75' PER CS18174)
M
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
2
N
LL
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O
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w
V)
w
w
ull
lli I iiiiii� ii i
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ba
21z1a
NE 1 /4 AND SE 1 /4 SECTION 12 Tl 65.9 RI 2E. W.M.
CJ
YO
7,
opS�1'?19
063
�0
2209
SEE SHEET 8
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U- o
Oc.
00 2206
w
w
�V
W
w
Ln
tJ7
2214 HELD �28
N 29°13'6"E 1 55.68'
N 29'8'0"E 155.62'
00 A 60'35'53"
H ELD
ODOT RW.
VACATED PE
BOOK 335 P
DESCUTES C
RECORDS
TOMAHAWK HELL
AND RECORD DEI
/ 6
2215 HELD
544 542
0 2210
�543
S, �2
EAST 1 /4 SECTION 12\
SET 5/8,,
IR. W/OPC ODOT RP
BEARS S1 7022'W 33.83'
SET 5/8" IR. W/OPC "ODOT RP"
BEARS S77005'W 34.32'
SET 5/8" IR. W/OPC "ODOT RP"
BEARS N30'28'E 26.40' \
FOUND 21"JUNIPER W/BLAZE \
"W1 /4 S7 T16S Rl 3E BT"
BEARS S260E 30.50' 2�\
tea.
cJ�
2�.
v\
ti ti
+- + \ DO
0 o O
0
2205 2204
------ ------ ------ ------ ------- -�- -
S29 °12'33' W
S29-43'18V (R2)
V V2
U2
100 50 0 100
FEET
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
28
258321. 90
268925. 95
SET 7 1 /4 " BRASS PLUG IN PA VEMENT "ODOT CONTROL 28 "
29
257276.74
268287.78
SET 7 714"BRASS PLUG IN PAVEMENT "ODOT CONTROL 29"
536
257557.25
268179.48
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP "ODOT RP"
542
257549.73
269438.42
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP "ODOT RP"
543
257574.34
269415. 04
SET 518" IRON ROD W/TH ORANGE PLASTIC CAP "ODOT RP"
544
1257604.76
269467. 89
SET 518" IRON ROD W1TH ORANGE PLASTIC CAP "ODOT RP"
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2274
258435. 73
268953. 96
270 * 99. 49
75.06 RT
FD. 518 " /R. W/ 3 1 /4'A C "ODOT RW" CS 7 7 407
2206
258362.47
269084.87
270*99.54
74.96 L T
FD. 518"IR. W/ 3 1/4'AC "ODOT RW" CS7 7407
2275
258299.86
268877.97
272f55. 77
75.08 RT
FD. 518" IR. W/YPC "BAXTER LS2047" C57 7934
2270
1257582.02
269448.5
1276f 03.3 l
773.27 L T
FD. 518" /R. W/AC "OREGON STA TE PARKS" CS01795
2205
25775 7.4
268742. 98
277* 99. 76
74.74 L T
FD. 518-IR. W/ 3 1 /4'A C "ODOT RW" CS 7 7 407
2204
257659.33
268703.07
278*99.63
84.79 L T
FD. 5/8"IR. W/ 3 1/4'AC "ODOT RW" CS7 7407
2278
257578.67
268474.88
280*87.36
74.98 RT
FD. 518" 1R. "KARL PLS" CS74759
7002
257562.72
268465.79
280*99.72
75.72 RT
FD. 518"IR. W13 714"AC "ODOT RW" CS 7407
2279
257577.53
268727.13
282f52.06
377.95RT
FD. 518"/R. CSD1795PPOREGON STATEPARKSSOUNDARY
2276
256956.06
268726.87
287*94.66
74.95 RT
FD. 5/8"/R. W/RPC 'KARL PLS" CS74759
2203
256874. 72
268264.46
287+99.07
85.78 L T
FD. 518"IR. W/ 3 1/4'AC "ODOT RW" CS 7407
7003
256603. 04
267929. 62
297 *99. 07
74.79 RT
FD. 518" W/ 3 7/4"AC "ODOT RW" C511407
2227
256597. 74
267922.97
292+ 72.75
75.13 RT
FD. 5/8" IR. W/RPC "KARL PLS" CS 4759
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
\ul
V
2218 1002
0
o •`
®29
CE 1 / 16 SECTION 12
`fcp
SET 5/8" I.R. W/OPC "ODOT RP"
BEARS S6849 23 W 56. 4
FOUND 36'JUNIPER
�'-
WITH STATE PARKS TAG
BEARS SO'W 9.80'
�j�
t 536
.ti
\ REGISTERED
PROFESSIONAL
\ LAND SURVEYOR
LEGEND
NETWORK CONTROL AS NOTED 4
0 SET MONUMENT \ OREGON
O BEARING TREE \ DECEMBER 11 , 2012
TIMOTHY JON WEAVER
O FOUND MONUMENT AS NOTED \ 86297
RENEWAL DATE: 6/30/24
O
0
2203
00
to
2202
SEE SHEET 10,
h
g
5
Nj
SP
C30
i
V
--_- S29°1 111 "W 404.35' - -_-_-- 1003 - - - - -
S29'42'29"W 404.40' (Rl 0) 2221
0
0
kCliUMSCO *8 i U N 71"
o-
I Z/do -7 /?,c Z3 Lo ( I i # 1 s i
OREGON DEPARTMENT OF TRANSPORTATION
N
U-
O
0
w
w
V1
w
w
Ln
HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP
US 97: REDMOND-BEND
QPPAk THE DALLES-CALIFORNIA HWY.
DESCHUTES COUNTY
z�
ODOT REGION 4 TECH CENTER SEPTEMBER, 2023
63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100,
BEND, OR 97701 KEY NO. 22776 SHEET 9 OF 24
SE
1 /4
SECTION
12
Tl
65.,
RI
2E.
W.M.
NE
1 /4
SECTION
13
Tl
65.,
RI
2E.
W.M.
N
u-
0
W
W
vi
W
w
Ln
-
-
SE 1 /16 SECTION 12
FOUND 32" JUNIPER W/BLAZE "SE 1 / 16 BT"
AND STATE PARKS TAG
BEARS N51 'W 35.50' PER CS01 795
SET PK NAIL IN 7"X8" FENCE POST
BEARS S5'42'W 5.40'
-
-
-42,�,,
1�\2202 1 t ! \S.40,'f 1J
`\ DETAIL NOT TO SCALE
\\ ti
\
\
\
00 \
v, \
00
®30
0
O
O0 ul O +
� 0 0 � o
2201 O
------ ------ ------ - - ----- -� --_-_--- - 2200 216 8
---0------------------------------------------------ -----------------------------------------------------0- -
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
CONTROL POINT TABLE
00
Ln
+ 2223
0
0
POINT
NORTHING
EASTING
DESCRIPTION
30
256332.85
267799.64
SET 1 7/4" BRASS PLUG IN PA VEMENT "ODOT CONTROL 30"
31
255428. 44
267317.47
SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL "
32
254718.76
266972.51
1 SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2202
256262.47
268126.66
FD. 7 7/2"AC "OREGON STA TE PARKS" CS07795
7004
256346.03
267774.45
294*99. 07
84.87 RT
FD. 518"1R. W/ 3 7/4'AC "ODOT RW" CS 7407
2222
255822.37
267487.68
300*99. 07
84.78 RT
FD. 518"/R. W/ 3 1/4'AC "ODOT RW" CS 7407
2223
255730. 78
267447.55
307 +99. 06
74.85 RT
FD. 5/8"IR. W/ 3 1/4'AC "ODOT RW" CS7 7407
2207
255564.75
267532.46
302+99. 70
85.24 L T
FD. 518"/R. W/ 3 7/4'AC "ODOT RW" C57 7407
2200
255438.76
267450.52
304+49.05
75.20 L T
FD. 518"/R. W/ 3 7/4'AC "ODOT RW" CS 7407
2768
254522.48
266938.34
374+98.77
75.29 LT
FD. 5/8"IR. W/ 3 7/4'AC "ODOT RW" C57 7407
7005
254595.65
266807.44
374+98.78
74.67 RT
I FD. 518"IR. W/ 3 7/4'AC "ODOT RW" CS 7407
co
lIt V
L,
529"72'33"W
52904378"W (R2)
®31
-2
'00010"
100 50 0 100
FEET
LEGEND
O NETWORK CONTROL AS NOTED
0 FOUND MONUMENT AS NOTED
O BEARING TREE
• SET MONUMENT AS NOTED
/
r,,, 7E s- C H U W 8 C 0" i Tu
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
V
L,
A3 2Ln
------ ------ ------ ------- 0-----*'--------
1005
/ + It
/ O N
/ O O
/ w
/ w
un
W
W
0021 "'
NW 1 /4 SECTION 13 Tl 65., R12E. W.M.
i
+
i Ln
\\ o
\ 2164
\
\
.,j\
\
v
IT �'-
fV V
u- N ®3 3
o -- 4 - - + 1007
Ln
---� O
f- 1006�J
W
W
Ln O
O
W
W
Ln
NM7 ���77g
PARCEL 3
PARCEL 2
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
33
253964.57
266467.52
SET 17/4"BRASS PLUG IN ROCK OUTCROP "ODOT CONTROL 33"
34
253040.61
265977.87
SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL "
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2767
254239. 80
266803.19
3 7 8+ 17. 45
95.27 L T
FD. 518" /R. W/YPC '7YE ENGINEERING" C579297
7006
254097.47
266479.69
320+98.79
7 74.77 RT
FD. 518" IR. W/ 3 7/4'AC "ODOT RW' CS7 7407
2766
253889.45
266636.02
327+98.83
720.33 L T
I FD. 518" /R. W/ 3 7/4'AC "ODOT RW" CS7 7407
2765
253736.87
266499. 73
323+98.87
75.37 L T
FD. 518" /R. W/ 3 7/4'AC "ODOT RW' CS7 7407
2764
253627.52
266434.58
325+30.99
75.26 L T
FD. 518" IR. W/ 3 7/4'AC "ODOT RW' CS7 7407
7007
253679. 77
266294.99
325+48.80
74.77 RT
FD. 518" /R. W/ 3 7/4'AC "ODOT RW" CS7 7407
2763
252602.29
265864.72
336+98.72
75.25 LT
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" CS17407
2769
252675.70
265733. 48
336+99.22
74.84 RT
FD. 518" 1R. C57 7 407
W
4
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
100 50 0 100
FEET
LEGEND
A NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
A34
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 1 1 , 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
V
1-12
S29072'33V
S29 *43 7 8' ICl/ (R2) �
------------------- 0 ------------------
+2169
O
O
C - , ..
IN
w I z 07 Z-O 23 By,& Co 1107s
N
u-
O
N
W
W
ul
W
Lu
Ln
PW
SW 1 /4 SECTION 13 T16S., Rl 2E. W.M.
--lj %
lq-
L
O
CW 1 / 16 SECTION 13
wSET 5/8" IR. W/OPC "ODOT RP"
= BEARS N70945'22"E 65.59'
w SET 5/8" IR. W/OPC "ODOT RP"
�
BEARS S28'42'37"E 52.39'
A3 5
551 �
535
CONTROL POINT TABLE
Uj
2162
U,
O
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
POINT
NORTHING
I EASTING
DESCRIPTION
35
252788.99
265494. 72
SET 5/8" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
36
257427.55
265066.07
SET 5/8" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
550
252373.90
265532.42
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP "ODOT RP"
557
252246.33
1265495.65
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP "ODOT RP"
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2762
257852- 62
265470. 59
345+45. 40
97. 07 L T
FD. 5/8" IR. W/YPC "TYE ENGINEERING" C579297
2770
257 748. 06
264879.77
354+48.69
74.79 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS 7407
2767
250965. 55
265007. 77
355+48.75
720.23 L T
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS 7407
2760
250764.47
264848. 65
357+98.74
85.26 L T
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS71407
535
1252297.28
12645470.49
34 7 +67. 70
1 7 77.57 RT
FD 712" /. D. IRON PIPE C507 893
NI
olsluu�
Ln
o \ o
—------------- — �\ 2161 0 0
--------- \\ �� o
\ --
NJ CD
N \
O \\ DO
Ln
\\ S29 072 33 "W
,&3 6
S29 043'7 8 "W W)
V \
U, \
\
\
------ ------ ------ ------ — — —------ ------ ------ — \� — — ------ ------ -------
+ 2170 \\
Ln \\
o \
\
100 50 0 100
LEGEND FEET
A NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
• SET MONUMENT
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11 , 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
CS 2,12 14 -
SE
1 /4
SECTION
14
T16S.,
R12E.
W.M.
SW 1
/4 SECTION
13 T16S.,
R12E. W.M.
NE 1
/4
SECTION
23
T16S.,
R12E.
W.M.
NW
1 /4 SECTION
24 T16S.,
R12E. W.M.
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
61 st.
OFFSET
DESCRIPTION
552
248953.72
264758.07
82+69.89
0
FD PK NAIL IN ASPHALT CS07894 HELD
550
248953.43
264778.03
82+69.62
40.05 LT
FD 5/8"IR W/7.5"ALUMINUM CAP "OREG S TA TE HWY DI V" CSO7894
557
248953.49
264798. 73
82+69.64
40.06 RT
FD RAMSET NAIL IN ROCK CSO7894
2753
249257.65
1264023.75
85+89.80
40.00 RT
FD. 5/8" IR. W/YPC "WH PACIFIC"NO RECORD HELD
526
249287. 75
263805.22
87+94. 71
40. 00 L T
F0 5/8" IR W/YPC "WH PACIFIC" NO RECORD HELD
524
249572. 62
263747. 83
90+55. 75
50.02 L T
FD 5/8" IR W/ 7.5 " A L UMINUM CAP "OREG STA TE HWY DIV" CSO7 894
523
249623. 72
263803.39
97 + 75. 57
49.92 L T
FD 5/8" IR W/7. 5"ALUMINUM CAP "OREG STA TE HWY DI V" CS01894
522
11249676.75
263870.28
97+77.53
40.00 LT
FD 5/8"IR W/ 7.5"A L UMINUM CAP "OREG STATEHWY DIV"CS01894 HELD
525
249677.94
263987.38
92+75.57
40.00 RT
FD 5/8" IR W/ 7.5"A L UMINUM CAP "OREG STATE HWY DIV" CSO1894 HELD
527
249886.98
264708.02
95+69.75
39.00 LT
FD 5/8"IR W/ 1. 5"A L UMINUM CAP "OREG S TA TE HWY DI V" CSO7894
1528
249874.82
264785.97
95+76.70
39.64 RT
FD 5/8"IR W/7.5"ALUMINUM CAP "OREG S TA TE HWY DI V" CSO7894
CONTROL POINT TABLE \
POINT
NORTHING
EASTING
I DESCRIPTION
37
250375.73
264479. 85
SET 1 114 " BRASS PLUG IN PA VEMENT "ODOT CONTROL"
38
249220. 41
263822. 29
SET 7 7/4 " BRASS Pt UG IN CONCRETE "ODOT CONTROL "
ua
V)tCl
O
--j cv o
�N
''� fit• t,�
���
.. ci a, mot-
SFCTION CORNER 0�,, h Q� dw
NOTHING FOUND OR SET Q
POSITION PER DISTANCE/DISTANCE - > � Z
w INTERSECTION BETWEEN KARL REFERENCE MON AND - �
CEHURAL ORI�00H HHHD3AVH0H OHSUHHCU>,,��
2152
14 13
23 24
S89 51 W
--78.61 ,
WEST QUARTER OF SECTION 1 3. THIS MISSES THE CS V y 21 51
1 01 893 DISTANCE CALL FROM THE EAST SIXTEENTH SECTION 23 O +HELD
BY . 7 5' \` 00 /
------ ------ ------ ------ ------ ------ ------ ------ -- -- �_ 1 5 2 - - ' - --
00
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
V A3 7
V
�_ o
wlt
5 2 80 -
-
w �------ -- -
--------- ------ ------ - - - _�-
1008 1009
O
ry 61 ST WESTERLY OF US 97, HELD THE S CENTER LINE CALCULATED PER
'- 913-24-1 5. A V RT. CALL FROM PULZONES NAIL WAS
HELD AT STATION 82+69.89
TO THE CALCULATED PI, WHICH FALLS WITHIN THE
EXISTING HIGHWAY RIGHT OF 527
`w US 97. RECORD DELTA WAS THEN HELD TO THE 2'
LT CALL AT THE PT
v
=
to OF THE 61 ST RE -ALIGN STATION 97+36.45.
w
, Spital,
"ate 60,0 31 2'00
v"o,
y � �-
� MM
L)E8QLfilUuE�
�
1 S cr
610--l'(3umu w
N\
CT J
O °og oS'
M of
1 /4 SECTIONS 13,14
FOUND 26" JUNIPER
\
W/NAIL AND SHINER FACING CORNER "'
530\ 530
BEARS N67°W 42.20' PER OCRR #1622
1 /4 ES COC�,L
FOUND 12" JUNIPER
W/NAIL AND SHINER IN SMALL BLAZE FACING CORNER
Tl 6S RI 2E�-
BEARS N320W S9.90' PER OCRR #1622
1 /4
FOUND 23" JUNIPER W/BLAZE "Wl /4 513BT"
14113
W/NAIL AND SHINER ON WESTERLY SIDE OF TREE AND
2001
YELLOW STATE PARKS TAG
°E
PLS 2282 �
y�'p
BEARS N 1 1 82.50' PER OCRR #1622
S,- 0 >0
FOUND 31 " JUNIPER W/BLAZE "W1 /4 Sl 3 BT RS691 "
YELLOW STATE PARKS TAG AND NAIL WITH SHINER
ON NORTHERLY SIDE OF TREE
BEARS S87'E 106.78' PER OCRR #1622
RECOVERED MONUMENT TABLE
00 2150
J U, /
�Q oclr%
Ln
0
2147Q
2148 Ln
Q�
21 S3
--- 21490j O
N
� 00
00
1-12 in w
o o�
5510
552
9.5
0 1167st" 85+
\021 54
00
U,
"US 97" 375+ 62. 03 A O. T.
o ! �"67ST" 86+92.65 P.O. T. �38
- - - - -_ j21 5 5 \`� N=249266.946
HELD E=263973.743 r 1010 --
---__ U2 S26 �}----
ODOT 8S_21464 o b525 -- - /• "67st" 87+94.53 PC,j +
- -�-�
•61�. CD�� ri
215 6Q CD U,
7- C3R 34,7 2- ti ���. �" o s_f ,y0 � , 0
� T ti 4p s2„ �Q . o�-- F �,�h 3 R , �3 2Z g, o
61 ST. RE -ALIGN RESOLLITION
HELD S52, FOUND PK IN ASPHALT PER PULZONE CS01894
FOR ZERO OFFSET AT PC STATION 82+69.89. THE TANGENT BEGINNING AT
85+89.68 HELD 21 53 AND 526. THESE WH CAPS ARE CONSIDERED 'NO RECORD'
BUT LIKELY ARE SET PER BAXTER'S CS] 1407 HOWEVER THEY
AREN'T SHOWN. BOTH FIT PER ODOT DRAWINGS 9B-33-4 AND 9B-24-1 5
THEREFORE WERE HELD FOR THIS TANGENT. THE TANGENT AT 91 +1 7.54 HELD 522
AND 525 FOR OFFSET AND RECORD TOTAL TANGENT LENGTH. TURNED
RECORD TOTAL CURVE SET DELTA AND HELD RECORD TS2 LENGTH TO
ESTABLISH THE PT. THIS MISSES THE SPLIT OF PCS MONUMENTS BY .30'.
A SPLIT OF THE PCS MONUMENTS WERE NOT HELD BECAUSE THEIR
S50 MEASURED DISTANCE FOUND TO BE OVER A V SHORTER THAN RECORD.
PLEASANT RIDGE RD
FOR CENTER LINE, HELD KARL'S 10.5' CALL EAST FROM THE
SECTION CORNER TO HIS .5' CALL EAST OF PULZONE'S
PK NAIL IN ASPHALT PER CS72679. THE SECTION LINE SOUTH
OF THE SECTION CORNER ALSO HELD KARUS 10.9' CALL WEST
OF PULZON'S NAIL.
m? �
N
N Q �
. 68 P. T.
S29 "72'33 "W
S29 043'7 8'W (R2)
IN N M NHNU�T�EW � 101
KEMP 0
,�c�• �sJ � p , 2?
X 522 wAr "61 ST" RECORD CARVE DATA PER R1 5
5 2 3CO) C 1
524 90� S ssP 19000'00" C.L.
N,<� -.�>p -OT A 60°46'S9"
26� ,s'6� 8C - T 1 76.86'
,37P.I. 8 O
80, -� w6 C2
74+ 1 1 � � 3801 1'S0" C.R.
„Gift" 04 Pc ° ►� }i i� °p -
N. 249,651.881 � -�. -- -i a123°21'04"
Z9 p•C.C. � � `'' T 278.30'
E. Z63,727.872 ,Gift" 14 72.52 'C' ° q o n
N-249,6 0 o n C3
E263,657.978 �►, +,- 16°30'00" C.L.
d 62°52'S2"
E 1 / 16 SECTION 23
FOUND 2S" JUNIPER W/BLAZE
"El /16 S23BT RS691" CS 01893
BEARS S34°E 41.20'
FOUND 14" JUNIPER W/BLAZE
"El /16 S2313T" CS01893
°
Q
BEARS 552 E 55.20
POINT
NORTHING
EASTING
STATION
U.S. 97
OFFSET
DESCRIPTION
7 008
249969- 79
264220. 89
367+98. 67
74.90 RT
FD. 5/8" 1R. W/ 3 7/4'AC "ODOT RW" CS 7407
7009
249880. 72
264776.36
368+98.67
70.07 RT
FD. 5/8"/R. W/ 3 7/4'AC "ODOT RW" CS 7407
2152
249650- 86
264226.39
370-f74.36
85.54 L T
FD. 5/8" /R. W/ 7 "AC 'REFERENCE MON" CS72679
2757
249629.90
264274.05
370+98.67
85.00 L T
FD. 5/8" /R. 3 7/4'AC "ODOT RW" HELD CS 7407
2755
249705.49
264078.73
370+98.74
70.00 RT
FD. 5/8" 1R. 3 7/4'AC "ODOT RW" HELD C57 7407
2750
249582.37
264787.38
377+53.77
84.92 LT
FD. 5/8"/R. W/YPC "KARL PLS"CS72679
2749
249324.34
264043.23
374+48.74
85.02 LT
FD. 5/8" 1R. 3 7/4'AC "ODOT RW" C517407
2756
249405.05
263847.68
374+73.73
725.06 RT
FD. 5/8" /R. 3 7/4'AC "ODOT RW" CS7 7407
2148
249205.35
264057.34
375+48.65
750.76 LT
FD. 5/8"/R. C517407
2747
249780.78
264094. 89
375+48. 84
200. 76 L T
FD. 5/8" IR. 3 7/4'AC "ODOT RW" CS7 7407
7070
249254.60
263809.43
376+23.77
85.02 RT
FD. 5/8"/R. W/ 3 7/4'AC "ODOT RW" CS 7407
2754
249749.86
263945.58
376+48.68
84.93 LT
F0. 5/8"1R. 3 1/4 AC "ODOT RW"CS7 7407
530
252289.96
264740.87
FD 3 1/4"BRASS DISK 'DESCHUTES COUNTYSURVEYORS OFFICE PLS 2282"
527 1249657.43
26283 7.7 4
7
1 FD 5/8" IR IN MONUMENT BOX CS 72562
z>
�O0
sON
100 50 0 100
FEET
LEGEND
NETWORK CONTROL AS NOTED \
O FOUND MONUMENT AS NOTED Sze
E1/16
0 BEARING TREE
❑ CALCULATED POINT \
TS1 21 5.74'
TS2 290.59'
160' SP
Sl 312'00"
al0°18'45"
"GIFT" RECORD CURVE DATA PER RI S
C 1
38°1 1'50" C.L.
N
A49'58'05"
CORNER SECTION 13,14,23,24
FOUND 2152
BEARS N89°4736"E 78.61' (N89°51'00"E 78.61' CS72679)
FOUND 23" JUNIPER W/NAIL AND SHINER ON WESTERLY FACE
BEARS S81 °E 101.90' PER OCRR #881
FOUND 21 "JUNIPER W/PARTIAL BLAZE "S24 BT"
NAIL AND SHINER "LSl 104" AND YELLOW STATE PARKS TAG
BEARS S57E 78' PER OCRR #881
FOUND 20" JUNIPER W/HEALED BLAZE AND NAIL AND SHINER
BEARS S36°E 1 10.00' PER OCRR #881
FOUND S25
BEARS S78'29'58"W 163.69'
FOUND 21 5S
BEARS N51 °30'20"W 88.22
U.S. HWY. 97 STATION 371 +00
BEARS N23°33'33"W 21.44
w w T 69.90'
o`74
DESCHUTES COU14TY SU
Qp o
FZ
REGISTERED
PROFESSIONAL
LAND SURVEYOR
ft
OREGON
DECEMBER 1 1, 2012
TIMOTHY ON WEAVER
86297
RENEWAL DATE: 6/30/24
11s21zia
NE 1 /4 SECTION 23 Tl 65., R12E. W.M.
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
39
248735.17
263224.49
SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
40
24727 7.70
262725.27
SET 518"IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL "
I\ 2145
- - - - - - -----------------------------------------------------------------0
N \\
co 00
0 I2 33 W '
529 . ", U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
T
Lu
Lu
529043'18V (R2) \` \
00
w - \A39 Ln_
w
cn \
DESCaM4EO
i3ESCHUTE9,C0lRiTV,su:q"
z o7 ZoZ3 r Ca I
RECOVERED MONUMENT TABLE
\ C)
\ 0
5 21
(SEE SHEET 1 3) \\
\
------------------------ -0-2157
-
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
7077
248403.47
263333.57
385+98.83
85.02 RT
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" CS7 7407
2757
247868.69
263035. 79
392+ 7 7.22
84.48 RT
FD. 5/8" 1R. W/ 3 1/4'AC "ODOT RW" CS7 7407
2145
247785.70
263783.57
392+7 7.25
85.52 LT
FD. 5/8"IR. W/ 3 7/4'AC "ODOT RW" CS7 7407
2744
247436.80
262997. 76
396+7 7. 76
85.67 LT
FD. 518"IR. W/ 3 1/4'AC "ODOT RW" C57 7407
2742
247296.27
262976.90
397+77.37
85.56 LT
FD. 5/8"IR. W/ 3 7/4'AC "ODOT RW"CS77407
2758
247374.42
262765.92
397+77.46
84.48 RT
FD. 5/8" 1R. W/ 3 1/4'AC "ODOT RW" CS7 7407
2743
247077.66
262833.53
400+59.27
737.04 LT
FD. 5/8"1R. W/1 7/2'AC'STATEPARK5"CS 07893
2759
247075.97
262585.27
407+77.37
84.57 RT
FD. 5/8"IR. W/ 3 714'AC "ODOT RW" CS7 7407
.2747
246940.30
262737. 60
407 +72. 77
85.57 L T
FD. 5/8" IR. WJ 3 7/4'AC "ODOT RW" C57 7 407
Cl
0-30100" CL
TA 2°48'04" CE1 / 16 SECTION 23
Ts 480.16' R16 \ FOUND 21 " JUNIPER W/BLAZE "CE1 / 16 S23 BT RS691 "
2-400' Sps. AND YELLOW STATE PARKS TAG PER CS01893
S 1 °00' ` BEARS N62'E 39.40'
a 0.125 ; FOUND 28" JUNIPER W/BLAZE "CE1 /16 S23 ST RS691"
AND YELLOW STATE PARKS TAG PER CS01893
00030'25" C.L. (CI) \ BEARS N28W 29.10'
R = 117300.56'
Td = 02 048'24 " `Q
0
T57 = 476. 85' �
T52 = 476- 85'
�v
:�
400.00' Spiral
S= 01°00'51"
L L - I oo o 820)
100 50 0 100
LEGEND FEET
® NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
O BEARING TREE
0
�400.00' Spiral
5=01°00'51"`
2141
ri
41.
0
S26024'09 "W ` -
6 O
�"Ln
S26'55'7 4 W (R l ) T
' w
' 00 Lu
_
®40 -_-_- - cn
--- --- - --- W
- ----- w
2158
i
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
Fir
M
SE 1 /4 SECTION 23 Tl 65.9 RI 2E. W.M.
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2725
246288.87
262474.07
409*00. 72
85.46 LT
FD. 5/8" 1R. W/ 3 7/4'AC "ODOT RW" CS7 7407
2726
246364. 44
262267. 87
409+00. 7 4
84.52 RT
FD. 5/8" 1R. W/ 3 1 /4'AC "ODOT RW" CS7 7407
2727
246223.53
262208.49
470+50. 05
69,62 RT
FD. 5/8" IR. W/ 3 1 /4'AC "ODOT RW" CS7 7407
2724
245393.33
267969.76
479+00.09
85.78LT
FD. 5/8"1R. W/3 1/4'AC "ODOT RW"CS7 7407
2728
245462. 76
1267830.43
479+00. 73
69.68 RT
FD. 5/8" 1R. W/ 3 1/4'AC "ODOT RW" CS7 7407
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
47
246083.77
262755.66
SET 7 1/4" BRASS PLUG IN PA VFMFNT "ODOT CONTROL "
42
1245794.25
1267727,37
SET 7 7/4" BRASS PLUG IN PA VFMFNT "ODOT CONTROL "
o p
0
2125�_ —-------_`— — _- — -- — —
LEGEND
---- �-CALIFORNIA HWY.}
00 WAY 97 {THE DALLES
�, U.S HIGH I
S26°24'09"w
t'V
O S2605517 4 "W (R 16)
0
'IT � m
Ln
_—___—__ ------
= 2126�r U,o
cn +
w o
w
cn
NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
2�
100 50 0 100
FEET
A41 — — — — _ ___ _ _-- --- — —
D6�C�aNJ4C�� C� oOMNCT V
41,
ti
o
0 0 ----- -- — ` f-
—0-- -- — —
00
"'_
V
O
A42 _—--- - -----
PH nT BUTTE CANAL
FOR 37 AID[Docro(om
�g FLJI 0 al-D) [F FD-)
\EOVAYR9,
N
u-
O
CD
w
w
S
to
w
w
un
ND
CS 2 12 14 -
RENEWAL DATE: 6/30/24
NW 1 /4 SECTION 26 Tl 65.5 RI 2E W.M.
DESCHUTES CCUWY MaVE
RECOVERED MONUMENT TABLE 71, El Byaw (fo f Laapft -
1
POINT
NORTHING
FASTING
STATION
OFFSET
DESCRIPTION
2723
244386.99
267527.62
430+00.46
737.83 LT
FD. 5/8"3 714"AC "DC50 LS2208" 714 COR OCRR 0880
2729
244387.63
267296.53
430+99.99
70.07 RT
FD. 5187R. W/YPC "CEO LAND SURV PLS2070" CS79079
2730
244074. 79
261740.82
434+49.98
70.76 RT
FD. 518" IR. CS17407
2731
243979.37
261058.48
436+25.37
75.04 RT
FD. 5187R. W/YPC "CEO LAND SURV PLS2070" CS79079
2732
243852. 74
267025. 79
437+00.28
74.99 RT
FD. 518" 1R. W/YPC ILLEGIBLE CS79079
2733
243824. 86
26707 7. 64
437+30.74
74.99 RT
FD. 518" IR. W/YPC ILLEGIBLE CS79079
2734
243702. 67
260950.83
438+67.27
75. 70 RT
FD. 5/8" IR. W/YPC ILLEGIBLE CS79079
2735
1243523.49
260867.73
440+67.33
75.25 RT
FD. 5/8" IR. RPC ILLEGIBLE CS74928
2736
1243066.53
260635.06
445+77.42
75.09 RT
FD. 518" IR. W/YPC "OMAN PLS 702" CS07902
2737
242598.30
260402.37
457+00.28
75.29 RT
FD. 518"/R. CS 7407
2722
1242537.67
1260536.67
457 +00.29
74.66 L T
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS7 7407
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
43
244357.89
267303.44
SET 7 1/4" BRASS PLUG IN CONCRETE "ODOT CONTROL"
44
243498. 66
260870.86
SET 7 714" BRASS PLUG IN PA VEMENT "ODOT CONTROL "
537
244373.86
267552,49
SET 518" IRON ROD WITH ORANGE PLASTIC CAP "ODOT RP"
538
244365.72
267473.97
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP "ODOT RP"
O
2123 Sl /4 SECTION 23
SET 5/8" IR. W/OPC "ODOT RP"
G�uTES Co BEARS S66'57'E 33.58'
SET 5/8" IR. W/OPC "ODOT RP"
T16S R12E BEARS S65'58'W 52.24'
1�4 S2 3 U.S. HWY. 97 STATION 430+00
S26 BEARS N63'23'44"E 131.83'
11
1988
FOUND 8 JUNIPER NO BLAZE OR TAG
LS 2208
BEARS WEST 56.9' PER CSO1893
FORS O
FOUND 7" JUNIPER NO BLAZE OR TAG
537
BEARS N45-E 44.9' PER CS01893
44,
N
0 /
kA,
1j,
u-
C'�
+
0
CC 2123
0
538------_
---------
--
w-------
_
co
L1,
W
526"24'09 "W
Ln
S26°55'74"W(R76) o~
\
\
\
\`\ pFD p llc'J O � .p
+
`\\ 1 O o
\�- - - - - - ----
---- - - - - --
`------------------- ----
+ + O ORIRRIGATION FACILITIES_��-----------�------------`-- - 2122�--"-' �"
0 0 10 - -------- O
----------------.--- -CALIFORNIA HWY .) \
LES
U.S HIGHWAY HWAY 97 (THE DAL
w
w
V
Lin
2130
131
\2129 + r1li
Ln
74
PILOT BUTTE CANAL
o 0
D 0 [N] D [E S�
9
2 flj
ye
Ji
\ w
\ 2137 _ _ -.-- --
®44 __ --------_-_-.-.--------�-2136 -- --
2132 __---- --- \
_-------- - - 2134 2135 �\\
2133 \\
\ O O ��2
I mm6mmm==P WN09
100 50 0 100
FEET
LEGEND
A NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
• SET MONUMENT AS NOTED
O BEARING TREE
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 1 1 , 2012
TIMOTHY
JON WEAVER
86297
Eit
Pe 91214
RENEWAL DATE: 6/30/24
SW 1 /4 SECTION 26 Tl 65.9 Ill 2E. W.M.
fV
u-
O
10
w
w
w
Lu
Ln
pp�i]J J �3�co-3�
10' PERMANENT EASEMENT
FOR IRRIGATION FACILITIES-
------ ------ ------`-
526Q24'09 "w
S26055'14 "W (R 16)
CONTROL POINT TABLE
3� +
C)
0
2105
+ -A
�- L
-� - 0 2103
-~ 2104--_-_--- ------
0
0
POINT
NORTHING
EASTING
DESCRIPTION
45
242493.99
260382.90
SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
46
241535.84
259883.05
SET 7 114" BRASS PLUG IN ROCK OUTCROP "ODOT CONTROL"
r4-7
240525.03
259470.28
SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
RECOVERED MONUMENT TABLE
0 213
0
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2738
242730. 00
260769.77
456+23. 77
75.39 RT
FD. 518" /R. W/YPC "OMAN PLS 702"CS01902
2705
247727.82
260244. 50
459+50. 7 6
7 70.39 L T
FD. 518 " /R. BENT C57 7 407
2739
247827. 67
260027.44
459+59.97
73.78 RT
FD. 518" /R. W/ 3 7/4'AC "ODOT RW" C57 7407
2740
247707.58
259926.04
467+09.97
705.86RT
FD. 518"/R.2ACCS74497
2704
247494.97
260039. 22
462+50. 02
90.06 L T
FD. 5/8 " IR. CS7 7 407
2774
247073.86
259604. 82
468+74. 7 7
85.08 RT
FD. 518" /R. 2'AC "DCO ENG R/W LS2390" CS 449 7
2703
240925.23
259756.77
468+86.27
89.83 L T
FD. 518" /R. C5732 7 8
2775
240861. 75
259529. 71
470+44.55
84.99 RT
FD. 518" /R. 2'AC "DCO ENG R/W L52.390" CS74497
2727
240772.66
259680.54
470+56.47
89.99 LT
FD. 518 /R. W/YPC "DEA "CS 73278
8 5'
Lo
ES-CALIFORNIA HWY.}
L1. S HIGHWAY 97 (THE DALL
00
A4 6
2140 +
IV
n o j Ln
100 50 0 100
FEET
® NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
-----------_- ------ 2114
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11 , 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
8 5'
z
m
--I
C
D
r
O
0
8 5'
212
00 A4 7
2115
2114
N
85'
�NUTES COU,I,
Ll-
p T�-
00
T
R/W
w
w
LS 2390
=
w
W
F�/ClNEER�NG
�
66.2 5' I 66.2 5'
zz Zi2171a
SW 1 /4 SECTION 26 T16S., RI 2E. W.M. SE 1 /4 SECTION 27 Tl 65.3 RI 2E. W.M.
NE 1 /4 SECTION 34 T16S., R12E. W.M.
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2707
240285.66
259438.79
476+00. 77
90.07 LT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" C57 7407
2700
240097. 76
259387.40
477+99.91
725.70 LT
FD. 5/8"IR. W/ 3 7/4'AC "ODOT RW" CS7 7407
2776
240739. 74
259777. 09
478f-49.92
84. 88 RT
FD. 5/8" /R. W/ 3 1 /4'AC "ODOT RW" CS7 7407
2099
239927. 60
259267.20
479+99.86
90. 77 L T
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS7 7407
2778
239989.58
259079.97
480+24.96
99.77 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS7 7407
2779
1239826.77
259075.53
482+00.00
84.75 RT
FD. 5/8" /R. W/ 3 7/4`AC "ODOT RW" CS 7407
2706
239556.68
25888 7.68
485+ 00.85
84.82 R T
FD. 5/8" IR. W/YPC 'HWA " CS 7095
2098
2397 76.57
258887.90
488-�-95. 07
777.77 LT
FD. 2" SC "TENNESON ENGR CORP" OCRR 0858
2707
23976755
258688.40
489+35.33
84.90 R T
FD. 5/8" IR. W/YPC 'HWA " CS 7 7095
2708
239777.63
258663.59
489+97.08
84.93 RT
FD. 5/8"/R. W/YPC "HWA"C577095
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
48
239467.22
258879.60
SET 5/8" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL "
539
239747.07
258836. 59
SET 7 7/4 "BRASS PLUG IN CONCRETE "ODOT RP"
540
239078.26
258859. 70
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP "ODOT RP"
1547
239060.28
25,9973-04
�ScT518-IRONROOWITHORANCFPLASTICCAP"ODOTRP-
i�v
L L � no 7 -- no
d"
+ 0
-A o 2100a�� o-------------------
099
21010--_ -
_\� N 526 °24'09 "W
0 0
V1 � to
LU 526055'7411W (R77)
w
Ln 48
o0
0
Ul o -
00 00 2119
- ------------
\- -- 2116 2l o
--- + 8
0
Lrl\, 0 N
Ul
LEGEND
® NETWORK CONTROL AS NOTED
0 FOUND MONUMENT AS NOTED
• SET MONUMENT AS NOTED
0 BEARING TREE
1 0009
100 50 0 100
FEET
2098
Elves
27126 �O
34 35
T16S /
R12E /
SECTION CORNER 26,27,34,35
SET 1 1 /4" BRASS PLUG IN CONCRETE "ODOT RP"
BEARS N61'36'W 51.51'
SET 5/8" IR. W/OPC "ODOT RP"
BEARS S30'48'W 44.53'
SET 5/8" IR. W/OPC "ODOT RP"
BEARS S28058'E 64.29'
U.S. HWY. 97 STATION 490+00
BEARS S73°01'28"W 1 52.86'
FOUND 8" JUNIPER NO MARKINGS PER OCRR#858
[E BEARS N26°E 106.50' O I
541
S / 110
-A
Qn
20980 �`---------- ---
539 � - LfFORNIA HWY.) - ,�
�( 97 {THE DALLES CA o
U.S HIGHWAY ,cn
i
G
w
Ul
w
-- ---
w
0rascHums
-
rf R
FILEDIZ Q7 02-3 Co I IZZ::z - - - I mll I
OREGON DEPARTMENT OF TRANSPORTATION
HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP
US 97: REDMOND-BEND
THE DALLES-CALIFORNIA HWY.
DESCHUTES COUNTY
ODOT REGION 4 TECH CENTER SEPTEMBER, 2023
63055 N. HWY. 97 BLDG. M SCALE: 1 " = 100'
BEND, OR 97701 KEY NO. 22776 SHEET 18 OF 24
CS 2 1 2 14 -
RENEWAL DATE: 6/30/24
NE. 1 /4 SECTION 34 T16S., R12E. W.M.
't
tV
U-
O
co
w
w
un
w
w
ul
CZ�
o `� -- ------
- - - - -
Lq
o Z09
---
2097 HELD _ ---�----�----- - - `�
U.SH1GHW __---------------o-r--- ---_�_ `� AY 97 (THE DALLES -CALIFORNIA
O
0 0
526°24'09„w
W
Ln
A49 -
--- - 2109�HELD
Ln
0
A50
0
O
2095 HELD
0
HWY.) o
la, 0
V 0
------ 2094_C')-
0
0
J /�
J
o `��----------- --- ----- 2111
0
--------_�--_-_- -- -- -- -- c
2110
Ln
DD�
�o�,
.ESCHUTOM COU's"lTY SUE1
:,
q. .. " �"
! 2. lo Z v?'3
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
49
238443.62
258372.85
SET 5/8" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL "
50
2374 7 9.84
257863. 99
SET 5/8 " IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
57
236487.96
257389.77
SET 17/4"BRASS PLUG IN PAVEMENT "ODOT CONTROL"
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2709
238348.49
258287. 67
498+49. 83
85.00 RT
FD. 5/8" IR. W/ 3 1 /4'AC "ODOT RW" CS 7407 HELD
2097
238270.57
258438.36
498+49.94
90.00 LT
FD. 5/8" /R. W/ 3 7/4'AC "ODOT RW" CS 7407 HELD
2770
238176.07
258779.30
500+49. 84
99.99 RT
FD. 5/8" /R. W/ 3 7/4'AC "ODOT RW" C57 7407
2096
238087.04
258358.46
500+49.86
700.04 LT
FD. 5/8" /R. W/ 3 7/4'AC "ODOT RW" CS 7407
2777
237056.37
257623.47
572+99.88
700.02 RT
FD. 5/8"IR. W/ 3 1/4'AC "ODOT RW" CS 7407 HELD
2095
236967. 42
257802. 58
572+99.88
7 00.02 L T
FD. 5/8" /R. W/ 3 7/4'AC "ODOT RW" CS7 7407 HELD
2772
236937.47
257567.37
574+37.30
97.33 RT
FD. 5/8" IR. W/YPC 'PAGE LS 2465" CS78877
2094
236524. 00
257577.36
577+99. 87
90.09 L T
FD. 5/8" /R. W/ 3 7/4'AC "ODOT RW" CS11407
2773
236603.96
257470.04
517+99.98
89.96 RT
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" CS 7407
2081
236525.30
257370.99
578+87. 80
89.95 RT
FD. 5/8" IR. W/YPC "PAGE L52465" C578877
LEGEND
A NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
100 50 0 100
FEET
PARCEL 2
REGISTERED
PROFESSIONAL
LAND SURVEYOR
&v�4/&�,
OREGON
DECEMBER 11, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
U-
�O
0
tV
w
j
V 1
w
w
Ln
t . ;S 2 12 14
SE 1 /4 SECTION 34 Tl 65., RI 2E. W.M.
\
\
o D[E
�� \\
MID
\
/
i
LL. 2080 _ - ----------�-- �\ -
O----_--_-_-- -�- --- \
l0 \
(ZI -_--- --
Lu \
W CC \
= LCS-CALIFORNIA HWY. _ _ £Z 't�Z895Z_ 3
o HIGHWAY 97 (THE DAL 866'6£ZS£Z-N
w U.S
U-1 S26"24'0911w
Lo
„w R77 � AS
526 55 7 4 ( o
\� C H U 0 U�1�'�I
LEGEND CONTROL POINT TABLE
0 NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED RECOVERED MONUMENT TABLE
PARCEL 1 \
o0 5o FEET
, o0
2083
00 028'42 " C. R. "C 1 "
R = 7 7, 980.29'
a = 02"04'40"
T= 277.26'
Cl
0'30'00" C.R.
0 2°04'54" (RI 7)
T 208.18'
C
2084
II
POINT
POINT
NORTHING
NORTHING
FASTING
FASTING
DESCRIPTIO
DESCRIPTION
SZ
SZ
Z35466.70
735466J0
256892J S
256892.15
SET 5/8"IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL "
1 SET 5/8" IROA
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2082
236476, 74
257346.96
579+41.98
89.88 RT
FD. 5/8" IR. W/YPC "PAGE L52465" C518871
2080
235569.27
257097.72
528+ 65. 76
89.88 L T
FD. 5/8 " IR. W/ 3 7 /4 'A C "ODOT R W ' CS 17 407
2083
235649.37
256935.93
528+65.96
90.7 7 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS11407
2084
235292. 77
256745. 50
532489.39
89.86 R T
FD. 5/8 " IR. W/ 3 1 /4'A C "ODO T R W" C5114 07
2088
235196.78
256903.77
532+89.50
90.27 L T
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" CS 1407
2079
235017. 74
256803.76
535+00.12
90.07 L T
FD. 5/8" 1R. W/ 3 7/4'AC "ODOT RW" CSI 1407
2078
234821.60
256734.24
537+00.17
720. 76 LT
FD. 5/8" IR. W/ 3 1/4'AC "ODOT RW" C511407
2085
234746.03
256454.74
539+00.10
1 90.00 RT
FD. 5/8" IR. W/ 3 1 /4'AC "ODOT RW" HELD
2077
234660.74
256672.34
539+00.7 6
1 90.00 L T
FD. 518" IR. W/ 3 I /4'AC "ODOT RW" HELD
!DfzS%CHUTio2S
z 07 Zo23
0 F
+ o
0 O
CD
C)
� O �
kil
w 2078
ue. o
20799r_077 HELD --
N lfl
o 0
0
\
\
\
\
\
- \---------------- -------- -
\
\
\
\
IrIf
------- N
LL.
O
S28 "28'50 "w
S29°00'08"W(R77)
0
- - - HELD------------------
+
0
0
\\\ (0)
p< r-1 n n r
\
\
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 1 1, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
�! DG�C�aMS�I�� COMN4ly
[V
W
w
w
w
Ln
fis 2 1214 -
SW 1 /4 SECTION 34 Tl GS., R12E. W.M.
GOVERNMENT LOT 3 SECTION 3 T1 7S., R12E. W.M.
N
U-
0
0
W
w
V1
w
w
cn
/ CO
/ N,-
CD
/ p
2076
9
S2 028150 "W
4
S29 "00'08 V (R 17)
1
9
\
\
\
\
\
\
\
\
\
D �
\
\
\
OF BIEHD
------ ------ ------ ------ ---- z -s6 -0 ------
- -
p
O
CONTROL POINT TABLE
908 -
I �
O
909
POINT
NORTHING
FASTING
DESCRIPTION
53
234442.67
256339,24
SET 5/8" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
54
2334 73. 77
1255780.15
SET 518" IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL"
RECOVERED MONUMENT TABLE
POINT
INORTHING
FASTING
STATION
OFFSET
DESCRIPTION
2086
233954. 95
256024. 98
548+ 00. 7 0
90.00 R T
FD. 518"IR. W/ 3 1 /4'A C "ODOT RW ' CS 17 407
2076
233869.72
256783.74
548+ 00. 7 2
89.95 L T
FD. 518"IR. W/ 3 1 /4'A C "ODO T RW" CS l 7 407
908
233658.53
256794. 09
549+80. 00
200. 00 L T
SET 518 X 30" IR W/YPC "ODOT RW"
909
233770.99
256097. 40
549+80. 00
90. 00 L T
SET 5/8 X 30" IR W/YPC "ODOT RW"
907
233427.27
256065. 34
552+50. 00
200. 00 L T
SET 518 X 30 " IR W/YPC "ODO T RW"
906
233473. 66
255968. 65
552+ 50. 00
90. 00 L T
SET 518 X 30 " IR W/YPC "ODO T RW"
2059
233253. 89
255849.38
555+00. 00
89.96 L T
FD. 5/8"IR. W/ 3 7/4'AC "ODOT RW" C57 7407
2089
233339. 68
255697. 72
555+00. 72
90.05 RT
FD. 518" IR. W/ 3 7/4'AC "ODOT RW' CS7 7407
2058
233066.06
255775.94
557+00. 77
7 74.98 L T
FD. 518" IR. W/ 3 7/4 AC "ODOT RW" C57 7407
2057
232902. 77
255658. 67
559+00. 78
90.07 LT
FD. 518"IR. W/ 3 7/4'AC "ODOT RW" CS 7407
2090
1232988.04
255500. 31
559+ 00. 7 9
1 90.08 R T
FD. 518"IR. W/ 3 7 /4'A C "ODO T RW" CS l 7 407
DEED 2021-44893
+
Ln
---�907
906
N
O
1-0
0
�O
�O
CD + +
p +
2058 p Q)4
-r-----�- 2057
2059
O
p Ln -
U.S HIGHWAY 97
tD
®54 0 1o
- - ------0------------------------------- - -2 090 -.- - -
2089
MEESCHUIE-So COU14TY SU"MOR
s -., 1z D7 vZ3 By'.
LEGEND Ca S
A NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
• SET MONUMENT AS NOTED
100 50 0 100
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
\
\
\
\
\
\
\
- - - - - - - - - - - - - - -
\ N
\ / L.L
\ 0
HE DALLES-CALIFORNIA HWY.}``\\ ,/' N
/ \ w
/ \ W
`\ V)
J \
/ \�w
X\ LU
LA
/ /
--- - L•------1- -
/
/
/
/
/
/
/
/
Swalley Easement placed by record CS18767 from tie to
quarter corner. The side lines were calced by the given
offsets to CL then the easement as a whole was moved
slightly to fit the CL of the tied northerly headwall.
A
NW 1 /4 & SW 1 /4 SECTION 3 T17S., R12E. W.M.
RECOVERED MONUMENT TABLE
POINT
NORTHING
FASTING
STATION
OFFSET
DESCRIPTION
2097
232797.04
255077.28
568+00. 05
90.00 RT
FD. 5/8" IR. W/ 3 7/4'AC "ODOT RW" C517407
2056
23217 7.22
255229.40
568+00. 08
89.97 LT
FD. 5/8" IR. W/ 3 1 /4"AC "ODOT RW" CSI 7407
2092
237405.99
254642.77
577-t 00. 02
90.07 R T
FD. 5/8" 1R. W/ 3 1 /4 "AC "ODO T RW" CS 17 407 HELD
2055
237320. 73
254800.33
577+00. 04
90.07 LT
FD. 5/8" 1R. W/ 3 7/4"AC "ODOT RW" CSI 7407 HELD
2087
231785.43
254709.06
578+67.96
74.07 LT
FD. 5/8" IR W/YPC "BRYANT LS 920" CS15870
2067
,237 784.78
254538.24
579+43.99
75.83 RT
FD. 5/8" IR. W/YAC "LS 2527" CS79288
2066
237063.85
254643.23
580+00.22
74.73 LT
FD. 5/8" IR. CS05052
2068
237 735.21
25457 7.40
580+00.36
75.78 RT
FD. 5/8" IR. W/ 3 " A C "OREGON STATE HWY DI 580-t00 RW" W/ PP 'SHRW 580+00 75RT" CS05052
2069
237096.85
254490. 57
580+ 44. 0 7
75.80 R T
FD. 518" IR. W/ YPC " LS 2527" CS 19288
2054
230784. 48
254491. 56
583+ 7 8. 7 0
74.03 L T
FD. 5/8" IR. W/YPC "WH PACIFIC" CS7 5850
2093
1230784.27
254463.94
583+37.46
49.86 LT
FD. 7/2"1R. CST 5870
2053
1230763.79
254479.93
583+42.36
73.96 L T
FD. 5/8" IR. W/YPC "BRYANT LS920" CS15850
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
55
232423. 08
255239.97
SET 7 7 /4 " BRASS PLUG IN PA VEMENT "ODO T CONTROL "
56
237522.76
254754. 86
SET 5/8 " IRON ROD WITH RED PLASTIC CAP "ODOT CONTROL "
57
230603.70
254250.49
DESTROYED
--------
r
0
o
20S
2056---------
- ----------------------------- - - - - - - U.StD
HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.)
S2828'SO "YY
/ ' / 1 „
1 1
U.
o
flo
N
-
/
LLJw-----------
2091�
ul \ ,'
+
uj
W \�
CDr
LA / \
SWALLEY IRRIGATION EASEMENT
VARIABLE WIDTH
✓&- .i v v v v .. 1 ... .,
DESCHUTES - U �
17- le7 Ad
2092 HELD
4
+ L"
a
a
\<2069
2068 - - - - - - - -----------------------------
\a
0
\
\
\ \
• y\
rE a (0,--l' Ono E
.o\
.O\
2
I �
e NETWORK CONTROL AS NOTED
Q FOUND MONUMENT AS NOTED
100 50 0 100
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
-4�a 4zlt-�
OREGON
DECEMBER 11, 2012
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
\
N
LL.
0
nn
N
w
w
61
W
W
V1
�67
SW 1 /4 SECTION 3 T17S., R12E. W.M. SE 1 /4 SECTION 4 Tl 7S., Rl 2E. W.M.
NE 1 /4 SECTION 9 T1 75.9 R12E. W.M.
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2070
230367. 75
254265. 35
587+92. 28
73.92 L T
FD. 5/8" IR. C57 587 0
2052
230255. 44
254204. 37
589+20. 07
73.88 L T
SET 518 X 30" IR W/YPC "ODOT RW'
2077
230080. 68
253939. 06
592+00. 79
75.99 RT
FD. 5/8" IR. W/ 3-AC "OREGON STA TE HWY DIV 592+DO RW"WI PP 'SHRW 592f-00 75RT" CS05052
2065
230009.77
254070.82
592+00.22
73.93 L T
FD. 5/8" IR. W/ 3 "AC "OREGON STATE HWY DIV 592+00 RW"WI PP 'SHRW 592+00 75L T" CS05052
2072
229867.08
253795.07
594+67.88
97.83 RT
FD. 5/8" IR. W/YPC "LS 2527" CS79288
2073
229828.96
253773.99
595+00. 77
7 07. 05 RT
FD. 5/8" IR. W/ 3 " A C "OREGON STA TE HWY DIV 595+00 RW" W/ PP 'SHRW 595+00 7OORT" CS05052
2057
229497. 88
25387 8. 64
597+75. 7 6
98.94 L T
FD. 518" IR. W/ 3 "AC "OREGON STA TE HWY DI V 597+75 RW" W/ PP 'SHRW 597+75 I OOL T" CS05052
2064
22938777
25372Z 82
599+ 7 0. 56
69.06 L T
FD. 518" IR. W/YPC "WH PACIFIC" CSO7392
2074
229377.58
25355Z 52
600+00. 75
76.08 RT
FD. 518"IR. W/ 3 " A C "OREGON STATE HWY DIV 600+00 RW" W/ PP 'SHRW 600+00 75RT" C505052
2050
229308.44
253684. 90
600+00. 7 7
68.86 L T
FD. 5/8" IR. W/ 3 "AC "OREGON STA TE HWY DIV 600+00 RW" W/ PP 'SHRW 600+00 7OL T" CS05052
2063
229270.36
253635.70
607 + 7 0. 7 3
77.86 L T
FD. 518" IR. W/YPC 'SCES" CS02 798
2075
229721. 04
253407.25
603+00. 76
97.77 RT
FD. 5/8" IR. W/ 3"AC "OREGON STA TE HWY DIV 603+00 RW" W/ PP 'SHRW 603+00 90RT" CS05052
2049
228933. 54
253489. 96
604+22. 67
76.29 L T
FD. 518" IR. W/YPC "WH PACIFIC" CS07392
2048
228776.44
253407. 48
606+00. 09
78.70 L T
FD. 518"IR. W/ 3"AC ILLEGIBLE W/ PP 'SHRW 606+00 80L T" CS05052
2047
228605. 38
253303. 38
608+00. 09
68.78 L T
FD. 5/8" IR. W/ 3"AC "OREGON STA TE HWY DIV 608+00 RW" W/ PP 'SHRW 608+00 70L T" CS05052
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
58
22957742
253664.74
SET 7 7/4 " BRASS PLUG IN PA VEMENT "ODOT CONTROL "
59
228543- 95
253 7 30- 95
SET 7 714 " BRASS PLUG IN PA VEMENT "ODO T CONTROL "
r*4
w U
w -
Iuj
cn
2052 \\ `
WAS LOST DURING CONSTRUCTION AND \ �\
RESET BY STATION AND OFFSET. THIS CORNER
WAS INITIALLY SET PER CS 07392.
� O
O \ \
o\---- _------------- -
- - - - - 2 0 5 2------------------ - 2065
�__�
\
` O
\\ O
S28°28'50"W
S29 00 010 8 V (R 17)
V `
Ln
\ o
2071
\\ o
+ 2072 �o-2073
o \ +
o \\ o
,o
ommiums ccwm.suRvmon,,l
JVi LEI) iz o7aO zs Bya Co ► l in s
V
Uq
2051 +
O
0
O V
O
LMA
V
O
V / tn
e5 8 Ln
0
0
LEGEND
® NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
100 50 0 100
FEET
F
!ws-von
Vl 00 +
O
2048
-------------- 2049, - ----- ---0-- - ------- ------- 0---_--- -
9
V
O
N
U.S HIGHWAY 97 (THE DALLES-CALIFORNIA HWY.) - o
N
59 w
w
_-_-_-_-_ - _-_-_T_ _ 2
ul
w
w
cn
OREGON DEPARTMENT OF TRANSPORTATION
REGISTERED HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT MAP
PROFESSIONAL
LAND SURVEYOR US 97: REDMOND-BEND
r°1FTAR7, THE DALLES-CALIFORNIA HWY.
�►Lfr DESCHUTES COUNTY
OREGON
DECEMBER 11, 2012 S110.-f �
TIMOTHY JON WEAVER
86297 ODOT REGION 4 TECH CENTER SEPTEMBER, 2023
RENEWAL DATE: 6/30/24 63055 N. HWY. 97 BLDG. M SCALE: 1" = 100'
BEND, OR 97701 KEY NO. 22776 SHEET 23 OF 24
f%3
am%
CS 2 12 14 -
NE 1 /4 SECTION 9 T17S., R12E. W.M.
RECOVERED MONUMENT TABLE
POINT
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2060
228538.05
253085.03
609+63.38
97.04 RT
FD 5/8" IR. W/YPC ILLEGIBLE 07392
2067
228505. 86
25306747
67 0+00. 09
97.79 RT
FD. 518" /R. W/AC "OREGON STA TE HWY DIV 67 0f 00 RW" CS05052
2046
228420. 05
253225. 49
67 0+ 00. 73
88. 68 L T
FD. 5/8" 1R. W/ 3 "AC "OREGON 5TA TE HWY DIV 67 0+00 RW"WI PP 'SHRW 67 0f 00 90L T" CS05052
2074
228795.27
252898.83
673+53. 48
97.25 RT
FD. 5/8" 1R. YPC 'SCES" CS07392
2075
228093. 05
252843.49
674+69.77
97.75 RT
FD. 518" /R. W/ YPC'SCES" CS07392
2036
228033.29
252870.89
675+37.79
97.37 RT
FD. 5/8" IR. W/YPC "WH PACIFIC" CS07392
2076
227978.62
252787. 74
676+00.03
97.39 RT
FD. 5/8" IR. W/ 3"AC "OREGON 5TA TEHWY DIV 676+00 RW"WI PP 'SHRW 676+00 90RT" CS05052
2073
227874.45
252874. 04
677+00. 03
68.55 L T
FD. 5/8" IR. W/ 3 " A C "OREGON 5TA TE HWY DIV 677+00 RW" W/ PP 'SHRW 677+00 70L T" CS05052
2072
227775. 67
252855. 60
677+42. 96
70.87 L T
FD. 5/8" IR. W/YPC "WH PACIFIC" CS07392
2035
227783.37
252833. 83
677+46. 52
48.03 L T
FD. 5/8" IR. C507392
970
227764.27
252676.60
678+38.34
87.03 RT
SET 518 X 30" IR W/YPC "ODOT RW"
977
227756.33
252666. 67
678+50. 00
86. 00 RT
SET 5/8 X 30" /R W/YPC "ODOT RW"
2077
227679. 87
252603. 60
620+00. 02
76.37 RT
5/8" IR. W/ 3 "AC "OREGON STATE HWY DIV 620+00 RW" W/ PP 'SHRW 620+00 75RT" CS05052
2037
227567. 86
252570. 66
620+66. 72
77. 66 RT
5/8" IR. W/YPC "WH PAC/F/C" CS07392
2077
227453.28
252700.87
627 +00. 07
88. 57 L T
FD. 5/8" IR. CS05052
972
227457.47
252504.54
627+90. 00
86.00 RT
SET 518 X 30"/R W/YPC "ODOT RW"
973
227444.83
252505.63
622+00. 60
79. 07 RT
SET 518 X 30"IR W/YPC "ODOT RW"
2034
1227358.52
252649. 48
622+ 07. 87
1 88.58 L T
I FD. 5/8" IR. W/YPC 'SCES" CS07392
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
60
227359. 79
252488. 95
SET 7 7 /4 " BRASS PLUG IN PA VEMENT "ODOT CONTROL "
O
O �
+
o
0
N__.-.-__()-2-046 .....................................
- - ......
- - U.
O
nn
0
P4
I S28028'SOV
Uj
LU
= S29 00 OS W (R 17)
tA
UU W to _a
LA -
------------------I---
O
O
+ �
0 2011
2013 2012
------------ -
02035 0
O -
LEGEND
NETWORK CONTROL AS NOTED
O FOUND MONUMENT AS NOTED
• SET MONUMENT AS NOTED
0 DESTROYED MONUMENT
100 50
0
FEET
ti
2034 \
\
100
Ni ti
Vu -IA
N w
w kx�
� w
O
O
O
U.S, HIGHWAY 9 7 (THE DALLES-CALL FO RN IA HWY.)
�� '
00 o e60
w _
_ 91 1 2 017.0 -- 2 0 3 7 91 �1 3-------------- -
_- ---_ ~-910------------ --- \
+ + + +
w to t9 0
00 O O O
DEED 2021-53791
DEED 2021-39922 DEED 2021-53792
ODD STATION WIDTH DUE TO POINT
FALLING ON VARIABLE WIDTH SECTION
OF RIGHT OF WAY
Swalley Easement placed by record CS18767.
Held CL of headwalls tied in the field for alignment.
The sidelines were put in by record offset from CL
holding where they intersect the ROW line
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 1 1, 201 Z
TIMOTHY JON WEAVER
86297
RENEWAL DATE: 6/30/24
0, IN11.1
J�i7m-scHums c
-'
IZ 67 za . CP 111 S
WIN
CS Zi214-