HomeMy WebLinkAboutSurvey 21371A
El 40.00' I
I
ALLEY
I
I
I
20.00'
F-
LU
w
F-
V1
F-
z
0
w
LL
w
0 50 100 200
SCALE: 1 " = 100'
CONTROL., RECOVERY AND RETRACEMENT MAP
LOCATED IN THE PLAT OF MILL ADDITION TO BEND, OREGON IN THE SOUTHEAST ONE -QUARTER OF SECTION 31
AND THE SOUTHWEST ONE -QUARTER OF SECTION 32, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND,
DESCHUTES COUNTY, OREGON
SURVEYED: FEBRUARY- MARCH 2O24
Al
w /
o NW TUMALO AVENUE Q //
00 (EAST) (R1) � (N81026,W) (R1 r
N89058'08"E S81027'52'E)/
156 --129.07' (R1)-48.60' (R1) / 9
�1R.15 ' 88.02' (R1)
40.0p,
1
4Q 00,1/
t
0
o NW HIXON AVENUE II I
� I
I
♦8
NW MUELLER AVENUE
0
c NW McCANN AVENUE
w
0
o NW McKAY AVENUE
co
Q NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO RETRACE THE ROW OF RIVERFRONT STREET, ESTABLISH A CENTERLINE ALIGNMENT FOR THIS ROADWAY, ESTABLISH A PERMANENT
O CONTROL NETWORK, AND RECOVER MONUMENTATION FROM PREVIOUS SURVEYS IN ANTICIPATION OF FUTURE IMPROVEMENTS OF THE ROADWAY FOR THE CITY BEND. THE
m LIMITS OF THIS PROJECT EXTEND THE ENTIRE LENGTH OF RIVERFRONT STREET AS SHOWN ON THE PLAT OF MILL ADDITION TO BEND (CS 08248). THE ONLY MONUMENTATION
p THAT WAS SET FOR THIS SURVEY IS FOR THE CONTROL NETWORK.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE RECOVERED MONUMENTATION SHOWN HEREIN RELATIVE TO RECORD PROPERTY LINES, OTHER THAN THE
LOCATION AT WHICH THEY WERE FOUND RELATIVE TO THE CENTERLINES AS SHOWN HEREIN.
3
BASIS OF BEARINGS
BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS) UTILIZING THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13
TRANSFORMATION AS MEASURED BETWEEN CONTROL POINTS #7 AND #9 BEING NORTH 04003'01" WEST 685.28 FEET, AND DETERMINED BY MULTIPLE GPS OBSERVATIONS
AND A CLOSED TRAVERSE WHICH WAS ADJUSTED UTILIZING STAR*NET SOFTWARE. THE COCS HORIZONTAL DATUM IS NAD 83, ADJUSTMENT 1991.
RIGHT OF WAY RETRACEMENT
RIVERFRONT STREET WAS DEDICATED IN THE PLAT OF MILL ADDITION TO BEND (CS08248, R1, BY ROBERT B. GOULD). DURING THE COURSE OF THIS SURVEY ONLY ONE FOUND
MONUMENT (#149) COULD BE VERIFIED AS ORIGINALLY SET FROM CS08248. HOWEVER, WE DISCOVERED MONUMENTATION THAT ROBERT B. GOULD HAD SUBSEQUENTLY
ESTABLISHED WITHIN CS08248. THESE MONUMENTS MAKE UP PART OF WHAT IS REFERRED TO TODAY AS THE CITY OF BEND (COB) MONUMENTS. COB MONUMENT RECORDS
ARE IN THE CITY OF BEND MONUMENT CARDS AND SKETCHES FROM THE CITY OF BEND MONUMENT BOOK, ON FILE AT THE DESCHUTES COUNTY SURVEYORS OFFICE.
OF THE COB MONUMENTS RELATIVE TO CS08248, 3 OF THEM WERE RECOVERED DURING THE COURSE OF THIS SURVEY. BECAUSE OF THE ORIGIN OF THESE MONUMENTS I
CHOSE TO USE THEM IN MY RESOLUTION FOR THE ROW OF RIVERFRONT STREET RELATIVE TO CS08248. NO OTHER SURVEYS WERE USED IN THIS RESOLUTION.
I HELD THE ALL OF THE RECORD ANGLES, DISTANCES, AND CURVE DATA OF CS08248 TO MONUMENT #151(COB MONUMENT #58) AND ROTATED SAID DATA TO MONUMENT
#156 (COB MONUMENT #55). THIS SOLUTION RESULTED ACCEPTABLE TOLERANCES BETWEEN CS08248 RECORD DATA, THE RECOVERED COB MONUMENTS AND MONUMENT
#149.
I OFFSET THE RECORD DATA OF THE WESTERLY ROW 20.00 FEET TO ESTABLISH THE CENTERLINE OF RIVERFRONT STREET.
A6
149
24
G
ALLEY
02
12.00'
r
IL`
20.00'
o NW GILCHRIST AVENUE
(EAST 406.84') (R1)
152 N89058'08"E 406.79'
HHPR PROJECT CONTROL POINTS
POINT
DESCRIPTION
NORTHING
EASTING
ELEVATION
STATION
I OFFSET
1
1/2" IR WITH RPC INSCRIBED "HHPR CONTROL"
385264.178
3289329.031
3595.800
OUTSIDE OF STATIONING
2
1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL"
384531.857
3289176.429
3597.338
14+28.87
12.07L
3
1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL"
384090.726
3289187.604
3598.390
9+89.31
12.11L
4
1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL"
383817.750
3289314.465
3598.800
6+90.26
15.36R
5
1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL"
383771.315
3289754.997
3601.408
OUTSIDE OF STATIONING
6
1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL"
384072.375
3289691.338
3601.275
7+84.92
460.23R
7
1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL"
384496.116
3289523.742
3597.892
13+92.94
335.22R
8
1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL"
384924.210
3289445.566
3596.199
18+70.68
183.48R
9
1/2" IR WITH RPC INSCRIBED "HHPR CONTROL"
385179.680
3289475.340
3598.013
21+26.32.
155.16R
FOUND CITY OF BEND MONUMENT TABLE
POINT
DESCRIPTION
ORIGIN
NORTHING
EASTING
STATION
OFFSET
151
HELD - 1" AXLE - DOWN 1.7' - COB #58
R2
383759.873
3289749.776
OUTSIDE OF STATIONING
152
HELD - 1" IRON BAR - DOWN 0.8' - COB #57
R2
383759.678
3289408.755
6+01.06
80.99R
156
HELD - 1" IRON BAR - DOWN 0.3' UNDER SIDEWALK - COB #55
R2
385179.797
3289295.623
20+86.10
20.00L
341.02'
151
(340.84') (R1)
1
0
ALLtT IVVIUIH VAKIt�
--OF CS08248 (131)
DESCHUMCOUNTYSURVIEYOR
olf"focozLi.
SHEET INDEX
SHEET
DESCRIPTION
1
SHEET INDEX, PROJECT CONTROL, COB MONUMENTS, REFERENCE SURVEYS
LEGEND, NARRATIVE, MONUMENT TABLES.
2
NW RIVERFRONT STREET STATION 5+00 TO 11+00
3
NW RIVERFRONT STREET STATION 11+00 TO 16+50
4
NW RIVERFRONT STREET STATION 16+50 TO END
5
REFERENCE SURVEYS LEGEND, MONUMENT AND CURVE TABLES
2tz.
G
1;6
C
c
FOUND MONUMENT TABLE
POINT
DESCRIPTION
ORIGIN
NORTHING
EASTING
STATION
OFFSET
149
3/4" ID I - DOWN 0.8'
R1
384011.250
3289660.089
7+39.98
408.34R
ABBREVIATIONS:
COB
= CITY OF BEND
ROW
= RIGHT OF WAY
BP
= BEGINNING POINT OF ALIGNMENT
EP
= END POINT OF ALIGNMENT
ID
= INNER DIAMETER OF PIPE
IP
= IRON PIPE
IR
= IRON ROD (REBAR)
RPC
= RED PLASTIC CAP
UNK
= UNKNOWN ORIGIN
YPC
= YELLOW PLASTIC CAP
LEGEND:
C#
- CURVE IDENTIFIER, SEE TABLE.
L#
- LINE SEGMENT IDENTIFIER, SEE TABLE.
0
- RECOVERED COB MONUMENT- HELD.
- RECOVERED SURVEY MONUMENT
O
- CALCULATED POSITION, NO MONUMENT
FOUND OR SET.
###
- RECOVERED SURVEY MONUMENT POINT IDENTIFIER,
SEE MONUMENTTABLE FOR DESCRIPTION.
A#
- SET HHPR CONTROL POINT AS NOTED IN
TABLE.
• ••••••
......•••••• • BASIS OF BEARINGS LINE
RESOLVED CENTERLINE OF ROAD
REFERENCE SURVEYS LEGEND:
###.##')(#)
(R1)
(R2)
(R3)
(R4)
(R5)
(R6)
(R7)
(R8)
(R9)
(R10)
(R11)
(R12)
(R13)
(R14)
(R15)
(R16)
(R17)
(R18)
(R19)
(R20)
(R21)
(R22)
(R23)
(R24)
(R25)
(R26)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
- MEASURED DISTANCE
- RECORD DATA PER REFERENCE NUMBER (BELOW)
- MEASURED AND RECORD DATA PER REF. NO. (BELOW)
- CS08248, PLAT OF MILL ADDITION BEND, OREGON BY ROBERT B. GOULD, FILED 11-04-1915
- CITY OF BEND MONUMENT CARDS (ON FILE AT THE DESCHUTES COUNTY SURVEYOR'S OFFICE)
- CS08261, RECORD OF SURVEY BY JOHN H. EATON, FILED 12-1-1962
- CS08249, RECORD OF SURVEY BY JOHN H. EATON, FILED 3-4-1967
- CS08269, RECORD OF SURVEY BY JAMES BUSSARD, FILED 11-19-1975
- CS08251, RECORD OF SURVEY BY JOHN H. EATON, FILED 3-27-1981
- CS08266, RECORD OF SURVEY BY GARY DEJARNATT, FILED 3-22-1989
- CS11831, RECORD OF SURVEY BY TIM K. CHAPMAN, FILED 5-6-1994
- CS12179, RECORD OF SURVEY BY JEFFREY A. KERN, FILED 5-3-1995
- CS13084, RECORD OF SURVEY BY JOEL G. SMITH, FILED 10-21-1997
- CS13756, RECORD OF SURVEY BY RICHARD L. BRYANT, FILED 9-7-1999
- CS13797, RECORD OF SURVEY BY WILLIAM R. TYE, FILED 10-7-1999
- CS14268, PP2000-62 BY GEORGE G. HARTMAN, FILED 11-21-2000
- CS14405, RECORD OF SURVEY BY RICHARD L. BRYANT, FILED 3-23-2001
- CS14596, RECORD OF SURVEY BY RICHARD L. BRYANT, FILED 8-22-2001
- CS14599, RECORD OF SURVEY BY RICHARD L. BRYANT, FILED 8-22-2001
- CS14750, LOT LINE ADJUSTMENT BY DOYLE R. GILLILAND, FILED 12-18-2001
- CS15365, RECORD OF SURVEY BY ROBERT M. KARL, FILED 5-8-2003
- CS16970, LOT LINE ADJUSTMENT BY JEFFREY A. KERN, FILED 7-31-2006
- CS18654, RECORD OF SURVEY BY KEVIN JAMES BLAKLEY, FILED 2-12-2014
- CS19433, RECORD OF SURVEY BY DAVID A. CLONINGER, FILED 8-10-2017
- CS19576, RECORD OF SURVEY BY ROBIN MICHAEL TYE, FILED 2-13-2018
- CS20148, RECORD OF SURVEY BY JAMES D. PERRY, FILED 2-27-2020
- CS20466, RECORD OF SURVEY BY JOHN K. LUCEY, FILED 3-5-2021
- CS20952, RECORD OF SURVEY BY DAVID A. CLONINGER, FILED 10-21-2022
- CS21064, RECORD OF SURVEY BY DIRK P. DURYEE, FILED 4-13-2023
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2025
Harper
HP Houf Peterson
Righelfis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS + SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
BND-08 8/9/2024 JTH/CLG SHEET 1 OF 5
h�
9=16
(3 13-7 1
CONTROL., RECOVERY AND RETRACEMENT MAP
LOCATED IN THE PLAT OF MILL ADDITION TO BEND, OREGON IN THE SOUTHEAST ONE -QUARTER OF SECTION 31
AND THE SOUTHWEST ONE -QUARTER OF SECTION 32, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND,
DESCHUTES COUNTY, OREGON
SURVEYED: FEBRUARY -MARCH 2O24
A 1
i�
t
r
r
t
r
NW TUMALO AVENUE
r
i
EP: 21+31.68
r
N 385219.73'
j
o
E 3289325.34'
w
rt
�a
�O
�
00
00
7
1
CENTERLINE AT
r
BOUNDARY OF (R1)
rt
STA:20+90.63
r
t
N 385179.72' 1
r
E 3289316.13'
21
(EAST) (R1)
o
(N8126'W
r
t
r
00
156
N89058'08"E • 107
$1 *27152 )ER1 )
tt
---- -----
129.07' (R1) �,
,60 (R1)
9
41.05'
- 88.02' (R1)
r
(R1)
106
40 p0
333 NW TUMALO AVE
307 NW TUMALO AVE
1
620 NW RIVERFRONT ST
20 00
615 NW RIVERFRONT ST
105
1
560
NW RIVERFRONT S
ti
GI
o
LEGEND:
104 C# - CURVE IDENTIFIER, SEE TABLE.
L# - LINE SEGMENT IDENTIFIER, SEE TABLE.
611 NW RIVERFRONT ST O - RECOVERED COB MONUMENT- HELD.
3
Z0 RECOVERED SURVEY MONUMENT
❑ - CALCULATED POSITION, NO MONUMENT
441 NW RIVERSIDE BLVD FOUND OR SET.
### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER,
SEE MONUMENT TABLE FOR DESCRIPTION.
19 40 A # - SET HHPR CONTROL POINT AS NOTED IN
112 40, 00, 110
r ••••••••• TABLE •••• .•••••• BASIS OF BEARINGS LINE
r — RESOLVED CENTERLINE OF ROAD
M rt
°i t
r
tcr' y r
Ln
t _
ry OW I O
o� o H i NW HIXON AVENUE o
co o cD
113
r
80
ABBREVIATIONS:
z M t !I D00
160
)NT ST Z Z COB = CITY OF BEND
N ROW = RIGHT OF WAY
BP = BEGINNING POINT OF ALIGNMENT
EP = END POINT OF ALIGNMENT
ID = INNER DIAMETER OF PIPE
IP = IRON PIPE
' IR = IRON ROD (REBAR)
�8 00 RPC = RED PLASTIC CAP
UNK = UNKNOWN ORIGIN
YPC = YELLOW PLASTIC CAP
128 1
dH=>
528 NW RIVERFRONT ST
168 126
0 15 30 60
ALLEY 12.00'
r
17 1 125 SCALE: 1 " = 30'
00
ti
j O 516 N W
1 ti RIVERFRONT ST
Harper
REGISTERED
C 28 NW MUELLER AVE PROFESSIONAL
LAND SURVEYOR HP Houf Peterson
3 Righelfis Inc.
OREGON ENGINEERS•PLANNERS
NOVEMBER 08, 2010 LANDSCAPE ARCHITECTS • SURVEYORS
HN TAYLOR HAGLUND 250 NW Franklin Avenue, Suite 404, Bend, OR 97703
55022 phone:541.318.1161 www.hhpr.com fax:541.318.1141
RENEWS: 6-30-2025
BND-08 8/9/2024 JTH/CLG SHEET 4 OF 5
CONTROL, RECOVERY AND RETRACEMENT MAP
LOCATED IN THE PLAT OF MILL ADDITION TO BEND, OREGON IN THE SOUTHEAST ONE -QUARTER OF SECTION 31
AND THE SOUTHWEST ONE -QUARTER OF SECTION 32, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND,
DESCHUTES COUNTY, OREGON
SURVEYED: FEBRUARY -MARCH 2O24
FOUND MONUMENT TABLE
POINT
DESCRIPTION
ORIGIN
NORTHING
EASTING
STATION
OFFSET
100
1/2" ID IP WITH TACK DOWN - 0.3'
FOUND IN R23
383759.823
3289409.083
6+01.07
81.34R
101
5/8" IR
UNK
383759.778
3289409.017
6+01.05
81.27R
102
5/8" IR WITH YPC INSCRIBED "N 45 W"
R24
383759.584
3289343.156
6+25.58
20.14R
103
5/8" IR
UNK
383759.512
3289343.195
6+25.49
20.15R
104
5/8" IR WITH YPC INSCRIBED "OR PLS 2070"
R13
385029.837
3289302.326
19+41.47
20.19R
105
5/8" IR WITH YPC INSCRIBED "OR PLS 2070"
R13
385077.748
3289313.455
19+90.66
20.28R
106
SQUARE BOLT
R4
385177.753
3289385.086
21+04.19
67.64R
107
3/4" ID IP
FOUND IN R13
385186.503
3289385.790
21+12.87
66.36R
110
5/8" IR WITH YPC INSCRIBED "OR PLS 2070"
R13
384987.839
3289292.636
18+98.37
20.17R
111
5/8" IR WITH YPC INSCRIBED "TERRASCOPE" - DOWN 0.6'
R10
384927.835
3289279.166
18+36.87
20.51R
112
1" DRILL STEEL - DOWN 0.6'
R3
384987.722
3289251.664
18+89.06
19.73L
113
3/4" ID IP - DOWN 1'
R3
384947.522
3289242.248
18+47.77
19.89L
114
5/8" IR WITH YPC INSCRIBED "KERN LS 1081"
R9
384607.736
3289171.288
15+03.20
19.38L
115
5/8" IR WITH YPC - ILLEGIBLE
R5
384598.655
3289210.171
14+97.16
20.09R
116
5/8" IR WITH YPC INSCRIBED "N 45 W"
R25
384561.959
3289208.540
14+59.19
20.01R
117
1" ROUND HEAD BOLT
FOUND IN R22
384513.277
3289208.602
14+10.27
20.09R
118
5/8" WITH YPC INSCRIBED "BRYANT LS 920"
R16
384547.781
3289169.303
14+44.79
19.19L
119
5/8" WITH YPC INSCRIBED "BRYANT LS 920"
R16
384507.755
3289169.334
14+04.77
19.18L
120
5/8" WITH YPC INSCRIBED "SCE&S"
R20
384383.759
3289169.313
12+80.77
19.27L
121
5/8" WITH YPC INSCRIBED "BRYANT LS 920"
R15
384363.744
3289169.276
12+60.76
19.32L
122
5/8" WITH YPC INSCRIBED "BRYANT LS 920"
R15
384323.750
3289169.323
12+20.76
19.29L
123
5/8" WITH YPC INSCRIBED "BRYANT LS 920"
R15
384283.697
3289169.284
11+80.71
19.35L
124
5/8" IR WITH YPC INSCRIBED "KERN LS 1081"
R8
384243.775
3289169.275
11+40.79
19.38L
125
5/8" WITH YPC INSCRIBED "BRYANT LS 920"
R11
384805.867
3289273.964
17+16.85
42.81R
126
1/2" IR
R6
384817.944
3289313.997
17+37.60
79.11R
128
5/8" IR WITH RPC INSCRIBED "KARL PLS"
R18
384867.276
3289223.824
17+65.44
19.83L
129
5/8" IR WITH YPC INSCRIBED "KERN LS 1081"
R8
384203.804
3289169.290
11+00.94
19.40L
130
5/8" WITH YPC INSCRIBED "BRYANT LS 920"
R14
384163.825
3289170.813
10+62.14
19.42L
131
5/8" WITH YPC INSCRIBED "TYE ENGINEERING"
R17
384083.793
3289181.415
9+83.82
19.51L
133
1/2" ID IP
FOUND IN R21
384111.330
3289248.551
9+99.02
51.54R
137
1/2" 1 R
FOUND IN R7
383963.704
3289217.687
8+61.86
19.60L
138
5/8" IR WITH YPC - ILLEGIBLE
R7
383923.850
3289233.804
8+18.87
19.61L
143
5/8" IR WITH YPC - ILLEGIBLE
R7
383883.776
3289249.939
7+75.67
19.68L
144
5/8" IR
FOUND IN R26
383844.080
3289266.476
7+32.67
19.24L
145
5/8" IR WITH YPC INSCRIBED "KERN LS 1081"
R19
383679.579
3289332.453
5+55.43
19.79L
146
5/8" IR WITH YPC INSCRIBED "N 45 W"
R24
383649.715
3289387.799
5+06.98
20.31R
148
MAG NAIL WITH WASHER INSCRIBED "TYE ENGINEERING"
R26
383816.934
3289408.973
6+54.05
102.67R
149
3/4" ID IP - DOWN 0.8'
R1
384011.250
3289660.089
7+39.98
408.34R
150
5/8" IR - UNDER CONCRETE FENCE FOOTING
FOUND IN R25
384433.234
3289208.652
13+30.22
20.10R
152
HELD - 1" IRON BAR - DOWN 0.8'- COB #57
R2
383759.678
3289408.755
6+01.06
80.99R
156
HELD - 1" IRON BAR - DOWN 0.3' UNDER SIDEWALK - COB #55
R2
385179.797
3289295.623
20+86.10
20,00L
160
1/2" IR - DOWN 0.6'
R6
384928.033
3289313.735
18+44.82
54.15R
164
5/8" IR WITH YPC INSCRIBED "N 45 W"
R24
383649.805
3289409.398
OUTSIDE OF STATIONING
165
1/2" ID IP
FOUND IN R8
384548.172
3289169.337
14+45.18
19.16L
166
5/8" IR WITH YPC INSCRIBED "N 45 W"
R25
384525.278
3289208.562
14+22.27
20.06R
167
5/8" WITH YPC INSCRIBED "BRYANT LS 920" - DOWN 0.8'
R11
384695.604
3289273.271
16+09.24
66.88R
168
5/8" WITH YPC - ILLEGIBLE DOWN 0.6'
R10
384817.838
3289253.908
17+24.01
20.58R
172
5/8" WITH YPC INSCRIBED "SCE&S" - DOWN 0.2'
R20
384427.768
3289169.381
13+24.78
19.18L
173
5/8" WITH YPC INSCRIBED "TYE ENGINEERING" UP 0.2'
R12
384088.839
3289180.521
9+88.78
19.42L
400
1/2" ID IP - DOWN 0.3'
FOUND IN R21
384221.524
3289248.490
11+18.49
59.82R
CURVE TABLE
CURVE
RADIUS
DELTA
CALCULATED
DELTA
(R1)
LENGTH
LENGTH
(R1)
LONG CHORD
CALCULATED
C1(R1)
530.00'
10004'43"
10004'45"
93.23'
N14°35'09"W, 93.11'
C2 (R1)
400.00'
32034'11"
32034'10"
227.38'
N25049'54"W, 224.33'
C3 (R1)
125.72'
23005'00"
23005'04"
50.65'
N30034'29"W, 50.31'
C4 (R1)
1480.00'
32026'23"
837.94'
NO2°48'41"W, 826.80'
C5 (R1)
640.00'
22000'02"
220
245.75'
N11001'51"W, 244.24'
C6
620.00'
22000'02"
220
238.06'
N11001'51"W, 236.60'
C7 (R1)
600.00'
22000'02"
220
230.39'
230.38'
N11001'51"W, 228.98'
C8 (R1)
640.00'
13000'00"
130
145.21'
N06028'08"E, 144.90'
C9
620.00'
13000'00"
130
140.67'
N06"28'08"E, 140.37'
C10 (R1)
600.00'
13000'00"
130
136.13'
N06028'08"E, 135.84'
C11 (R1)
1480.00'
35056'23"
35056'26"
928.36'
928.52'
N1003'40"W, 913.21'
ABBREVIATIONS:
COB
= CITY OF BEND
ROW
= RIGHT OF WAY
BP
= BEGINNING POINT OF ALIGNMENT
EP
= END POINT OF ALIGNMENT
ID
= INNER DIAMETER OF PIPE
IP
= IRON PIPE
IR
= IRON ROD (REBAR)
RPC
= RED PLASTIC CAP
UNK
= UNKNOWN ORIGIN
YPC
= YELLOW PLASTIC CAP
REFERENCE SURVEYS LEGEND:
###.##' - MEASURED DISTANCE
(###.##')(#) - RECORD DATA PER REFERENCE NUMBER (BELOW)
###.##'(#) - MEASURED AND RECORD DATA PER REF. NO. (BELOW)
(R1) - CS08248, PLAT OF MILL ADDITION BEND, OREGON BY ROBERT B. GOULD, FILED 11-04-1915
(R2) - CITY OF BEND MONUMENT CARDS (ON FILE AT THE DESCHUTES COUNTY SURVEYOR'S OFFICE)
(R3) - CS08261, RECORD OF SURVEY BY JOHN H. EATON, FILED 12-1-1962
(R4) - CS08249, RECORD OF SURVEY BY JOHN H. EATON, FILED 3-4-1967
(R5) - CS08269, RECORD OF SURVEY BY JAMES BUSSARD, FILED 11-19-1975
(R6) - CS08251, RECORD OF SURVEY BY JOHN H. EATON, FILED 3-27-1981
(R7) - CS08266, RECORD OF SURVEY BY GARY DEJARNATT, FILED 3-22-1989
(R8) - CS11831, RECORD OF SURVEY BY TIM K. CHAPMAN, FILED 5-6-1994
(R9) - CS12179, RECORD OF SURVEY BY JEFFREY A. KERN, FILED 5-3-1995
(R10) - CS13084, RECORD OF SURVEY BYJOEL G. SMITH, FILED 10-21-1997
(R11) - CS13756, RECORD OF SURVEY BY RICHARD L. BRYANT, FILED 9-7-1999
(R12) - CS13797, RECORD OF SURVEY BY WILLIAM R. TYE, FILED 10-7-1999
(R13) - CS14268, PP2000-62 BY GEORGE G. HARTMAN, FILED 11-21-2000
(R14) - CS14405, RECORD OF SURVEY BY RICHARD L. BRYANT, FILED 3-23-2001
(R15) - CS14596, RECORD OF SURVEY BY RICHARD L. BRYANT, FILED 8-22-2001
(R16) - CS14599, RECORD OF SURVEY BY RICHARD L. BRYANT, FILED 8-22-2001
(R17) - CS14750, LOT LINE ADJUSTMENT BY DOYLE R. GILLILAND, FILED 12-18-2001
(R18) - CS15365, RECORD OF SURVEY BY ROBERT M. KARL, FILED 5-8-2003
(R19) - CS16970, LOT LINE ADJUSTMENT BY JEFFREY A. KERN, FILED 7-31-2006
(R20) - CS18654, RECORD OF SURVEY BY KEVIN JAMES BLAKLEY, FILED 2-12-2014
(R21) - CS19433, RECORD OF SURVEY BY DAVID A. CLONINGER, FILED 8-10-2017
(R22) - CS19576, RECORD OF SURVEY BY ROBIN MICHAEL TYE, FILED 2-13-2018
(R23) - CS20148, RECORD OF SURVEY BY JAMES D. PERRY, FILED 2-27-2020
(R24) - CS20466, RECORD OF SURVEY BYJOHN K. LUCEY, FILED 3-5-2021
(R25) - CS20952, RECORD OF SURVEY BY DAVID A. CLONINGER, FILED 10-21-2022
(R26) - CS21064, RECORD OF SURVEY BY DIRK P. DURYEE, FILED 4-13-2023
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
Harper
HP k
Houf Peterson
Righellis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone: 541.318,1161 www.hhpr.com fax: 541.318.1141
C�2137t
RENEWS: 6-30-2025
BND-08 8/9/2024 JTH/CLG SHEET 5 OF 5