HomeMy WebLinkAboutSurvey 21288RECORD OF SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT
LOCATED IN THE NE1/4 OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1206
387160.09
3289201.42
FOUND MAG NAIL WITH 1-1/2 INCH WASHER STAMPED BAXTER SURV, IN CURB REVEAL (G)
1207
387171.39
3289192.73
FOUND MAG NAIL WITH 1-1/2 INCH WASHER STAMPED BAXTER SURV, IN CURB REVEAL (G)
1208
387132.58
3289256.18
FOUND 5/8 INCH IRON ROD, DOWN 0.4 FT (F)
1209
387209.40
3289153.77
FOUND MAG NAIL WITH 1-1/2 INCH WASHER STAMPED BAXTER SURV. (G)
1210
387193.02
3289113.69
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BAXTER SURVEYING, FLUSH (G)
1211
387360.02
3289383.81
FOUND 7/8 INCH OUTER DIAMETER IRON PIPE, BENT SOUTH 0.3 FT TIED POINT OF ENTRY, NO RECORD
1212
387360.57
3289258.10
FOUND 7/8 INCH OUTER DIAMETER IRON PIPE, FLUSH, NO RECORD
1213
387362.08
3289233.13
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED SCE&S (0)
1214
387474.80
3289148.62
FOUND 5/8 INCH IRON ROD, FLUSH IN ASPHALT (0)
1215
387361.50
3288558.06
FOUND 1 INCH OUTER DIAMETER IRON PIPE, DOWN 0.4 F, NO RECORD
1216
387362.32
3288147.67
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (S)
1217
387280.20
3288617.96
FOUND 2-1/2 INCH ALUMINUM CAP STAMPED PROPERTY CORNER LS 1081, DOWN 0.4 FT (K)
1218
387280.88
3288447.97
FOUND 2-1/2 INCH ALUMINUM CAP STAMPED PROPERTY CORNER LS 1081, DOWN 0.4 FT (L).
1219
387362.20
3288197.19
FOUND 5/8 INCH IRON ROD, DOWN 0.5 FT (R)
* 1220
387312.94
3287555.09
FOUND 1 INCH BRASS CAP STAMPED DEA INC., FLUSH IN CONCRETE (W) DESTROYED AND RESET
* 1221
387312.93
3287605.13
FOUND 1 INCH BRASS CAP STAMPED DEA INC., FLUSH IN CONCRETE (W) DESTROYED AND RESET
* 1222
387312.87
3287655.14
FOUND 1 INCH BRASS CAP STAMPED DEA INC., FLUSH IN CONCRETE (W) DESTROYED AND RESET
1223
387253.14
3287718.98
FOUND 1/2 INCH IRON ROD, DOWN 0.2 FT (AA)
1224
387238.04
3287360.57
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED WHPACIFIC (EE)
1225
387153.25
3287283.38
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED WH & PACIFIC (EE)
1226
387137.95
3287270.14
FOUND 1/2 INCH IRON ROD (AAA)
1227
387313.00
3287505.05
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED DEA INC., FLUSH (W)
1228
387312.96
3287404.92
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, DOWN 0.5 FT (W)
1229
387313.28
3287354.71
FOUND 5/8 INCH IRON ROD BENT WEST 0.3 FT, TIED POINT OF ENTRY (W)
* 1230
387384.99
3287305.15
FOUND 1 INCH BRASS CAP STAMPED DEA INC., FLUSH IN CONCRETE (W) DESTROYED AND RESET
1231
387251.45
3287159.93
FOUND 3/4 INCH IRON ROD, DOWN 0.4 FT, NO RECORD
1232
387313.70
3287145.17
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED AXIS MAPPING & SURVEYING, DOWN 0.3 FT (LL)
1233
387327.02
3287145.31
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED AXIS MAPPING & SURVEYING, FLUSH (LL)
1234
387251.79
3286911,18
FOUND 3/4 INCH OUTER DIAMETER IRON PIPE, UP 0.1 FT, NO RECORD
1235
387252.89
3287009.92
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP PUNCHED THROUGH, UP 0.3 FT (GG)
1236
387252.51
3286699.85
FOUND 5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED LS 1020, FLUSH (HH)
1238
387313.37
3286795.42
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED N45W LS 73343, FLUSH (II)
1259
387252.27
3286750.26
FOUND 1/2 INCH IRON ROD, DOWN 0.8 FT (CCC)
1260
387252.70
3287109.88
FOUND 3/8 INCH IRON ROD, DOWN 0.3 FT, NO RECORD
1261
387313.76
3287095.29
FOUND 5/8 INCH IRON ROD, DOWN 0.3 FT (KK)
1262
387313.82
3287045.30
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED HWA, FLUSH IN ASHPALT (JJ)
1263
387323.81
3287045.29
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED HWA, FLUSH IN ASHPALT (JJ)
1264
387313.58
3286945.47
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED HWA, FLUSH (JJ)
* 1265
387323.58
3286945.55
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED HWA, FLUSH (JJ) DESTROYED AND RESET
1266
387313.63
3286895.51
FOUND 1/2 INCH IRON ROD, FLUSH (BBB)
* 1267
387323.50
3286895.51
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED HWA, FLUSH (JJ) DESTROYED AND RESET
1268
387313.70
3286995.45
FOUND 1/2 INCH IRON ROD, FLUSH (BBB)
1269
387323.75
3286995.47
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED HWA, FLUSH (JJ)
1270
387313.09
3286699.24
FOUND 5/8 INCH IRON ROD, DOWN 0.1 FT (XX)
1276
387488.00
3287245.23
FOUND 5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED KARL PLS, FLUSH (MM)
1277
387514.78
3287305.10
FOUND 1/2 IRON ROD BENT SOUTH 0.2 FT, TIED POINT OF ENTRY, NO RECORD
1278
387312.91
3287805.22
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED LS 681 BENT N20-W 0.2 FT, TIED POINT OF ENTRY (V)
*NR1279
387312.57
3288027.28
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED W&H PACIFIC, FLUSH (U) DESTROYED AND NOT RESET
SET MONUMENTS
POINT NO.
NORTHING
EASTING
DESCRIPTION
1706
387253.16
3287360.46
SET 5/8" IRON ROD W/ YPC STAMPED "PARAMETRIX"
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1280
387362.66
3288098.29
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED HWA, FLUSH (S)
1282
387253.30
3287481.76
FOUND 3/4 INCH OUTER DIAMETER IRON PIPE, FLUSH IN ASPHALT (CC)
1283
387486.72
3289058.41
FOUND 1-1/2 INCH OUTER DIAMETER IRON PIPE, DOWN 0.4 FT, NO RECORD
1284
387360.92
3289058.34
FOUND 1/2 INCH IRON ROD, DOWN 0.1 FT, NO RECORD
1285
387361.08
3288798.15
FOUND 5/8 INCH IRON ROD, DOWN 0.5 FT (Q)
1286
387361.20
3288618.37
FOUND 1 INCH OUTER DIAMETER IRON PIPE, DOWN 0.3 FT, NO RECORD
1287
387288.94
3286699.32
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, DOWN 0.2 ITT IN ASPHALT (XX)
*1288
387307.63
3287921.19
FOUND 2 INCH ALUMINUM CAP STAMPED W&H PACIFIC RP, FLUSH IN ASPHALT (U) RESET PER CITY OF
BEND REQUEST
1289
387362.64
3288849.71
FOUND 1/2 INCH IRON ROD, FLUSH (Q)
1296
387313.52
3286845.53
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED N45W LS79343, FLUSH (11)
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C1(YY)
€61
126.97'
(126.97')
95.00'
(95.00')
76'34'42"
(76'34'47")
117.73'
(117.73')
N47'57'58"E
(N47'53'39"E)
C2(YY)
(W)
77.22'
(77.22')
55.00'
(55.00')
80'26'26"
(80.26' 17")
71.03'
(71.03')
S40'08'49"E
(S40' 13'33"E)
C3(YY)
€51
67.33'
(67.33')
45.00'
(45.00')
85'43'19"
(85'43'22")
61.22'
(61.22')
N43'06'40'W
(N43'12'57"W)
C4(YY)
(EE)
122.17'
(122.17')
100.00'
(100.00')
69'59'51
(69'59'51 ")
114.71'
-
N42'18'53"E
-
05€11 1
27.69'
230.99'
6'52'03"
27.67'
N86'36'46"E
C6
€121
25.79'
25.79'
230.99'
231.00'
6'23'47"
6'23'45"
25.77'
25.77'
N79'58'51 "E
N79'58'50"E
C7
53.47'
230.99'
13' 15'51 "
53.35'
N83'24'53"E
C8€121
10.95'
23.50'
26'42'31 "
10.86'
S89'51'47"E
C912j
3.30,
13.00,
14'32'28"
3.29'
S83'46'46"E
C10€141
63.23'
100.21'
36*09'10"
62.19'
S64'50'34"W
C11(YY)
(0)
6.66'
(6.66')
147.50'
(147.50')
2*35'14"
(2-35'12")
6.66'
(6.66')
S32'49'21"E
(S32'00'30"E)
C12(YY)
(0)
49.71'
(49.71')
135.50'
(135.50')
21'01'08"
(21'01'08")
49.43'
(49.43')
N23'36'22"W
(N23'47'31 "W)
C13(YY)
(0)
33.89'
(33.89')
42.50'
(42.50')
45'41'22"
(45'41'22")
33.00,
(33.00')
S35'56'33"E
(S36'07'42"E)
C14(YY)
(0)
8.06'
(8.06')
77.50'
(77.50')
5'57'41"
(5'57'41 ")
8.06'
(8.06')
N55'48'23"W
(N55'59'32"W)
C15(YY)
(0)
23.92'
(23.92')
77.50'
(77.50')
17*41'16"
(17'41'16")
23.83'
(23.83')
N43'58'47"W
(N44'09'56"W)
C16(YY)
(0)
33.49'
(33.50')
35.00'
(35.00')
54'49'46"
(54'50'19")
32.23'
(32.23')
S62'23'48"E
(S62'34'57"E)
C17(YY)
(G)
54.88'
(54.88')
125.00'
(125.00')
25*09'18"
(25-09'18")
54.44'
(54.44')
S45'30'33"E
(S45'37'47"E)
C18
(G)
14.22'
(14.57')
20.00'
(20.00')
40'44'41"
(41'44'25")
13.92'
(14.25')
N37'38'43"W
(N37'20'16"W)
C19€121
31.26'
85.00'
21'04'15"
31.08'
N57'45'40"E
NARRATIVE
LINE TABLE
LINE NO.
LENGTH
BEARING
L1€71
4.69'
N37'58'35"W
L2€7j
3.70'
NO'03'12"W
L3€71
2.88'
S89'56'48"W
L4€141
16.13'
N 1 T 15'44"E
L5€14}
10.56'
S63'31'28"E
L6€141
9.45'
N89'44'57"W
L7€141
4.66'
NO'02'51 "W
L8€8i
3.95'
NO'02'51 "W
L9€8j
7.06'
S56'15'32"W
L10€81
5.87'
S89'44'57"E
L1191
13.60'
N89'53'47"W
L12€91
18.95'
S45'47'02"E
L13j9j
13.19'
NO'06'1 YE
L14€161
8.26'
NO'06' 1 YE
L15€161
11.17'
S4223'39"W
L16€161
7.51'
S89'53'47"E
SURVEY REFERENCES
(A) PLAT OF BOULEVARD ADDITION, FILED AS CS05963 DESCHUTES COUNTY SURVEYOR'S RECORDS (DCSR)
(B) GOULD CALCULATION SHEET OF BOULEVARD ADDITION, DRAWER 39, FILE 39-014, DESCHUTES COUNTY
SURVEYOR'S MISCELLANEOUS RECORDS (CITY OF BEND HISTORICAL SURVEYS)
(F) RICHARD HANKINS SURVEY, FILED AS CS06024 DCSR
(G) BAXTER LAND SURVEYING PROPERTY LINE ADJUSTMENT, FILED AS CS19766 DCSR
(K) KERN SURVEYING BOUNDARY SURVEY, FILED AS CS11640 DCSR
(L) JEFF KERN BOUNDARY SURVEY, FILED AS CS11472 DCSR
(N) PLAT OF KENWWOD, FILED AS CS07700 DCSR
(0) SUN COUNTRY ENGINEERING & SURVEYING PROPERTY LINE ADJUSTMENT, FILED AS CS18816 DCSR
(R) RICHARD GRAUE LOT SURVEY, FILED AS CS07720 DCSR
(S) HICKMAN WILLIAMS & ASSOCIATES RECORD OF SURVEY, FILED AS CS18715 DCSR
(T) PLAT OF KENWOOD GARDENS, FILED AS CS07782 DCSR
(U) W&H PACIFIC RECORD OF SURVEY, FILED AS CS12919 DCSR
(V) JOHN BLUNT SURVEY, FILED AS CS07811 DCSR
(W) PLAT OF NEWPORT GARDENS, FILED AS CS17169 DCSR
(X) PLAT OF GRANDVIEW ADDITION, FILED AS CS07337 DCSR
(AA) RICHARD HANKINS PROPERTY SURVEY, FILED AS CS07348 DCSR
(DD) PLAT OF NORTHWEST TOWNSITE CO'S SECOND ADDITION, FILED AS CS08508 DCSR
(EE) WHPACIFIC PROPERTY LINE ADJUSTMENT, FILED AS CS18134 DCSR
(GG) JEFF KERN BOUNDARY SURVEY, FILED AS CS12884 DCSR
(HH) GEORGE COLVIN RECORD OF SURVEY, FILED AS CS08525 DCSR
(1 1) NORTH 45 WEST RECORD OF SURVEY, FILED AS CS18669 DCSR
(JJ) PLAT OF OGDEN HILL, FILED AS CS19842 DCSR
(KK) RUSSELL KARL JR. SURVEY, FILED AS CS16853 DCSR
(LL) PARTITION PLAT NO. 2012-4, FILED AS CS18361 DCSR
(MM) RUSSELL KARL JR. SURVEY, FILED AS CS15010 DCSR
(NN) PLAT OF BONNE HOME ADDITION, FILED AS CS05882 DCSR
(XX) SUN COUNTRY ENGINEERING & SURVEYING BOUNDARY SURVEY, FILED AS CS10491 DCSR
(YY) CONTROL, RECOVERY AND RETRACEMENT SURVEY, FILED AS CS20147 DCSR
(ZZ) RECORD OF SURVEY, FILED AS CS20662 DCSR
(BBB) JOHN EATON SURVEY, FILED AS CS07806 DCSR
(CCC) JEFF KERN SURVEY, FILED AS CS05947 DCSR
SHEET INDEX
SHEET 1: NARRATIVE, RECORD REFERENCES, LINE AND
CURVE TABLES
SHEET 2: 15 STREET TO 12TH STREET SURVEY AND
MEASUREMENTS AND DETAIL'A'
SHEET 3: 12TH STREET TO 9TH STREET SURVEY AND
MEASUREMENTS AND DETAIL'B'
HORIZONTAL DATUM:
HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91).
REGISTERED
PROJECTION IS THE CENTRAL OREGON COORDINATES
PROFESSIONAL
SYSTEM (COGS), INTERNATIONAL FEET.
LAND SURVEYOR
BASIS OF BEARING:
THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED
ON NORTH 89030'51" WEST BETWEEN PARAMETRIX
PRIMARY CONTROL POINTS 1 AND 3 AS SHOWN ON CS
ffR&ON
20147.
11, 2023
COREY PACHECO
101863
EXPIRES: 12-31-2024
SURVEY PREPA
THIS SURVEY HAS THREE PURPOSES RELATED TO THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT.
TO RE -SET THE MONUMENTS THAT HAVE KNOWINGLY BEEN DESTROYED DURING THE COURSE OF CONSTRUCTION ACTIVITIES ON THE NEWPORT
CORRIDOR IMPROVEMENT PROJECT THAT WERE SHOWN ON THE CONTROL, RECOVERY AND RETRACEMENT SURVEY FOR THE CITY OF BEND, FILED BY
PARAMETRIX AS CS 20147. THERE WERE SEVEN MONUMENTS REPLACED AS SHOWN ON THIS SURVEY AT THE SAME LOCATION AS DOCUMENTED ON CS
20147.
TO MONUMENT THE NEWLY ACQUIRED RIGHT-OF-WAY BY THE CITY OF BEND AT THE INTERSECTIONS OF NEWPORT AND 12TH STREET, AND AT NEWPORT
AND 11TH STREET. THE RIGHT-OF-WAY WAS MONUMENTED WITH 5/8 INCH IRON RODS WITH YELLOW PLASTIC CAPS STAMPED "PARAMETRIX" WITH
REFERENCE TO THE RECORDED DEDICATION DEEDS IN WHICH PARAMETRIX PREPARED BASED ON THE BEARINGS SHOWN ON CS 20147.
AN ADDITIONAL PROPERTY CORNER THAT WAS NOT RECORDED ON CS 20147 WAS RESET AT THE REQUEST OF THE CITY OF BEND. THE CORNER WAS
DESTROYED BY THE CONSTRUCTION ACTIVITIES AND THE PROPERTY OWNER REQUESTED THE CORNER BE RESET AT THE POSITION OF CS 20662. THE
CORNER IS SHOWN ON CS 20662 AND WAS ESTABLISHED AFTER THE PARAMETRIX CMRS, CS 20147, AT THE NW CORNER OF LOT 1, BLOCK 1, GRANDVIEW
ADDITION, SHOWN AS POINT NUMBER 1706. THE CORNER WAS SET BASED ON THE LOCATION AS SHOWN ON CS 20662 WHICH PUTS THE CORNER NORTH
38041'54" WEST 0.23 FEET FROM THE CALCULATED POSITION SHOWN ON CS 20147.
REFERENCES LISTED HAVE COME FROM THE PREVIOUSLY FILED CONTROL, RECOVERY, AND RETRACEMENT SURVEY (CS20147) AND ARE DISPLAYED WITH
THEIR ORIGINAL LETTERING.
1V
00
Co
t�212ss-
3 �
24.15'(YY)
(23.27')(T,XX)
36.58'(YY
(35.88')(DD,NN,V)
S00602'48V / DED, DEED
10.30' 2021-41722
LN
RECORD OF -SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT
LOCATED IN THE NE1/4 OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24
"CONTROLLING CENTERLINE OF RIGHT-OF-WAY FROM"
12TH STREET WEST IS THE RESOLVED 1 /16TH LINES
- " V
S02'16'41 "E 6.95'(YY)€5} 1226 C�o pOO� I
(S02722'58"E)51
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r
DETAIL 'A'
SCALE 1" = 40'
N70'52'22"E 21.13'€12 `L1
i
i
O
O�
to
M � N
0
N � 7
1216
S89'53'
1219
c7 s� C8 C9 I; NEWPORT AV E N U E
C5 C DED. DEED i gRQ*A '_7"Ffwl
00'41'26"W 16.95' 2021-41723 f
------ -------------------------
- - 1279 *NR Z�� ®1288 S89'57'12"E 206.00' 6
RESET PER CITY OF 6---- 89'44S7"E AG
42'
N00'0251W 40.00 DED, DEED
BEND REQUEST �54 2021-50584
5 i S'
S89'43'31 "E(YY) Sh 58.41' 60.00' _ _ _ 51.01' _ _ _ S89'4457"E
NEWPORT AVENUE I ,— ,
29.02'---I Iq co
N8416 43" E 50.14'
L3 I DED, DEED N M �M Goo N89'56'48"E I ( 2021-18078 0 i �O
C N
L2 2 i
L1 O�
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a o�
I o Q
I N � Z Z
DESCHUTES COUNTY Y
03 Z Zaz E3Y Col 'n
o
o ,
0
cn
gnn_nn'(N)fwl
N=387,322.35
_ E=3,288,079.45 _ -
i 45'O6"W 70.62' (CENTERUNE)(YY)
)0'02'51 "W 40.00'(YY)
,--Z60.00'(YY)
' - 158.00'(YY)
`-N73'31'S0"E 62.55'(YY)
-18.00'(YY)
DED. DEED
2021-50584
SEE DETAIL 'A'
- NE1/16 REF(B) THIS SHEET
SECTION 31
N=387,282.61
E=3,288,021.08
IW�v
� �1: W
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�oo
0 0 .-
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a,
CSNE1 /64 REF(B)
SECTION 31
N=386,623.44
E=3,288,021.44
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
3
387337.30
3285684.92
3660.30
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
1002
387915.40
3289078.14
3639.10
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
LEGEND
O SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "PARAMETRIX"
® SET 5/8 INCH IRON ROD WITH 1-1/2 INCH
ALUMINUM CAP STAMPED "PARAMETRIX RM"
Q�Q ® FOUND MONUMENT AS SHOWN ON CS20147
PARAMETRIX CONTROL, SEE CONTROL TABLE
CALCULATED SIXTEENTH CORNER AS NOTED
RECORD DATA PER CITED REFERENCE
CORNER RESET ON THIS SURVEY
CORNER DESTROYED AND NOT RESET
RIGHT-OF-WAY LINE
------------- DEDICATED RIGHT-OF-WAY
UNRESOLVED LOT LINE
— ONE -SIXTEENTH SECTION LINE
CONTROLLING CENTERLINE OF RIGHT-OF-WAY
1002
REGISTERED
PROFESSIONAL
LAND SURVEYOR
C,-6REGON
DULY 11, 2023
COREY PACHEC
101863
EXPIRES: 12-31-2024
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CS 2 1288-
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DED. DEED
2021-41721 9
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SEE DETAIL 'A';
W
SHEET 2
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DED. DEED -
J
DED. DEED 2021-41723
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E DETAIL 'A';
SHEET 2 SHEET 2
fl
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iL------------ L-------------�
12$8 * 29.97'(YY)
29.02'(NE COR BLOCK 10 TO 1/16 UNE)(YY)-�
SE
1279 S55'45'06"W 70.62' (CENTERLINE)
N—N00'02'S1 "W 40.00'(YY)
I 60.00'(YY)
58.41'(A)r
158.00'(YY)
( ) E 62.55'(YY)
DED. DEED -
DED. DEED
2021-50584
2021-18078
DETAIL 'A';
.-,
_
F"
SEE DETAIL 'B'-SEE
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SHEET 2
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SECTION 31
N=386,623.44
E=3,288,021.44
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DED. DEED
2023-04983
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RECORD OF SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT
LOCATED IN THE NE1/4 OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24
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S89'44'57"E 1263.82'(YY) (CENTERLINE) — —
C11
80'(N)(YY)
1284-104.89.'(YY)
2005-43957 2005-43578
NEWPORT AVENUE N=387 317.94 2005-43579
S89'44'57"E 1322.02'(YY) S89'42'07"E 1322.01)(A) (N1/16 TO NE1/16) E=3,289,087.81 (129.17')(A) 19.00'(YY)
129.16'(YY) - - 121.16'(YY)
1218 310.00'(YY) 1217 196.58'(YY) 76.43'(YY) 53.27'(YY)' �,
�- DED. DEED
= 2021-32564
SEE DETAIL 'B';
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RIGHT-OF-WAY DEDICATION REFERENCES
{5) WARRANTY DEED RECORDED AUGUST 27, 2002, INSTRUMENT NO. 2002-46529 DCOR
{6) WARRANTY DEED RECORDED AUGUST 30, 2002, INSTRUMENT NO. 2002-47559 DCOR
{7) DEDICATION DEED RECORDED MARCH 22, 2021, INSTRUMENT NO. 2021-18078 DCOR
{8) DEDICATION DEED RECORDED MAY 27, 2021, INSTRUMENT NO. 2021-32564 DCOR
{9) DEDICATION DEED RECORDED MAY 27, 2021, INSTRUMENT NO. 2021-32565 DCOR
{10) DEDICATION DEED RECORDED JULY 14, 2021, INSTRUMENT NO. 2021-41721 DCOR
{11) DEDICATION DEED RECORDED JULY 14, 2021, INSTRUMENT NO. 2021-41722 DCOR
{12) DEDICATION DEED RECORDED JULY 14, 2021, INSTRUMENT NO.2021-41723 DCOR
{14) DEDICATION DEED RECORDED AUGUST 31, 2021, INSTRUMENT NO.2021-50584 DCOR
{16) DEDICATION DEED RECORDED MARCH 7, 2023, INSTRUMENT NO.2023-04983 DCOR
LEGEND
O SET 5/8 INCH IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "PARAMETRIX"
® SET 5/8 INCH IRON ROD WITH 1-1/2 INCH
ALUMINUM CAP STAMPED "PARAMETRIX RM"
Q�Q ® FOUND MONUMENT AS SHOWN ON CS20147
0 XXXX
PARAMETRIX CONTROL, SEE CONTROL TABLE
B
CALCULATED SIXTEENTH CORNER AS NOTED
()
RECORD DATA PER CITED REFERENCE
*
CORNER RESET ON THIS SURVEY
* NR
CORNER DESTROYED AND NOT RESET
RIGHT-OF-WAY LINE
- - - - - - - - - - - -
- DEDICATED RIGHT-OF-WAY
UNRESOLVED LOT LINE
—
— ONE -SIXTEENTH SECTION LINE
—
CONTROLLING CENTERLINE OF RIGHT-OF-WAY
N=387,316.82
E=3,289.343.26
�— N1/16 REF(B)
SECTIONS 31 &32
N=387,276.82
E=3,289,343.08
3,z/-7,oz4
REGISTERED
PROFESSIONAL
LAND SURVEYOR
r/ OREGON
JULY 11, 2023
C REY PACHECO
101863
EXPIRES: 12-31-2024
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