HomeMy WebLinkAboutSurvey 21485CONTROL, RETRACEMENT AND
MONUMENT RECOVERY SURVEY
MIDTOWN MULTIMODAL CONNECTIONS PROJECT
LOCATED IN THE EAST ONE-HALF OF SECTION 32 AND WEST ONE-HALF OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
NOVEMBER 2024
SHEET INDEX
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SHEET 1: SHEET LAYOUT, PROJECT CONTROL OVERVIEW, BASIS OF BEARINGS, CONTROL POINT TABLE,
LEGEND AND ABBREVIATIONS.
SHEET 2: NARRATIVE, REFERENCES AND COORDINATE SYSTEM DETAILS.
SHEET 3: SECOND STREET 8+00 TO 18+00, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 4: SECOND STREET 18+00 TO 28+00.21, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 5: NW HAWTHORNE AVENUE AND NW HILL STREET, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 6: NE HAWTHORNE AVENUE AND NE 1 ST STREET, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 7: FRANKLIN AVENUE 50+00 TO 60+00, NW HILL STREET, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 8: FRANKLIN AVENUE 60+00 TO 70+00, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 9: FRANKLIN AVENUE 70+00 TO 80+00, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 10: FRANKLIN AVENUE 79+00 TO 86+68.63, CONTROL AND RECOVERED MONUMENT TABLES.
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CONTROL POINT TABLE
POINT # COCS COCS DESCRIPTION
NORTHING EASTING
62 385856.54 3293657.41 5/81N IR W/ GPC STAMPED'DOWL CONTROL'
200 384227.37 3293876.09 2 1/21N BRASS DISC'13005'
229 385973.72 3294589.66 60D SPIKE IN AC
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"S&F LANDS CONTROL"
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53.47')OCRR 20091
I \\ #229(COCS POINT 17123340)
FOUND 60D SPIKE DOWN 0.3%
R2 \ OCRR 2009
(29.05') \
29.00' 32 33 ---
S44°52'17"E 34.59'
F.. X/—(S45'00'46 "E
1 'W 34.59')OCRR 2009
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FOUND MONUMENT AS NOTED IN RECOVERED MONUMENT TABLE
DOWL CONTROL POINT, SEE CORRESPONDING SHEET FOR CONTROL POINT TABLE
COUNTY SURVEY NUMBER
CENTRAL OREGON COORDINATE SYSTEM
RECORD DATA AND SURVEY REFERENCE NUMBER
RECORD DATA SAME AS MEASURED
CALCULATED FROM RECORD DATA
POINT OF INTERSECTION
REGISTERED
PROFESSIONAL
LAND SURVEYOR
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OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN 200
86998 c
RENEWS: 12/31/2025
SCALE IN FEET
200
IR IRON ROD
W/GPC WITH GREEN PLASTIC CAP
WNPC WITH YELLOW PLASTIC CAP
W/RPC WITH RED PLASTIC CAP
W/ALC WITH ALUMINUM CAP
ROWDD RIGHT OF WAY DEDICATION DEED
OCRR OREGON CORNER RESTORATION RECORD
COND CONDITION
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SHEET 1: SHEET LAYOUT, PROJECT CONTROL OVERVIEW, BASIS OF BEARINGS, CONTROL POINT TABLE,
LEGEND AND ABBREVIATIONS.
SHEET 2: NARRATIVE, REFERENCES AND COORDINATE SYSTEM DETAILS.
SHEET 3: SECOND STREET 8+00 TO 18+00, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 4: SECOND STREET 18+00 TO 28+00.21, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 5: NW HAWTHORNE AVENUE AND NW HILL STREET, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 6: NE HAWTHORNE AVENUE AND NE 1 ST STREET, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 7: FRANKLIN AVENUE 50+00 TO 60+00, NW HILL STREET, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 8: FRANKLIN AVENUE 60+00 TO 70+00, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 9: FRANKLIN AVENUE 70+00 TO 80+00, CONTROL AND RECOVERED MONUMENT TABLES.
SHEET 10: FRANKLIN AVENUE 79+00 TO 86+68.63, CONTROL AND RECOVERED MONUMENT TABLES.
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CALC
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CONTROL POINT TABLE
POINT # COCS COCS DESCRIPTION
NORTHING EASTING
62 385856.54 3293657.41 5/81N IR W/ GPC STAMPED'DOWL CONTROL'
200 384227.37 3293876.09 2 1/21N BRASS DISC'13005'
229 385973.72 3294589.66 60D SPIKE IN AC
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FOUND MAGNAIL AND WASHER, I NE IRVING AVENUE
"S&F LANDS CONTROL"
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(N16107'22"W I \ 1 I
53.47')OCRR 20091
I \\ #229(COCS POINT 17123340)
FOUND 60D SPIKE DOWN 0.3%
R2 \ OCRR 2009
(29.05') \
29.00' 32 33 ---
S44°52'17"E 34.59'
F.. X/—(S45'00'46 "E
1 'W 34.59')OCRR 2009
9
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DOWL CONTROL POINT, SEE CORRESPONDING SHEET FOR CONTROL POINT TABLE
COUNTY SURVEY NUMBER
CENTRAL OREGON COORDINATE SYSTEM
RECORD DATA AND SURVEY REFERENCE NUMBER
RECORD DATA SAME AS MEASURED
CALCULATED FROM RECORD DATA
POINT OF INTERSECTION
REGISTERED
PROFESSIONAL
LAND SURVEYOR
a-2-1
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OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN 200
86998 c
RENEWS: 12/31/2025
SCALE IN FEET
200
IR IRON ROD
W/GPC WITH GREEN PLASTIC CAP
WNPC WITH YELLOW PLASTIC CAP
W/RPC WITH RED PLASTIC CAP
W/ALC WITH ALUMINUM CAP
ROWDD RIGHT OF WAY DEDICATION DEED
OCRR OREGON CORNER RESTORATION RECORD
COND CONDITION
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CS 21485
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NW 1/4
FOUND MAGNAIL AND WASHER, I NE IRVING AVENUE
"S&F LANDS CONTROL"
\ 1
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(N16107'22"W I \ 1 I
53.47')OCRR 20091
I \\ #229(COCS POINT 17123340)
FOUND 60D SPIKE DOWN 0.3%
R2 \ OCRR 2009
(29.05') \
29.00' 32 33 ---
S44°52'17"E 34.59'
F.. X/—(S45'00'46 "E
1 'W 34.59')OCRR 2009
9
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FOUND MONUMENT AS NOTED IN RECOVERED MONUMENT TABLE
DOWL CONTROL POINT, SEE CORRESPONDING SHEET FOR CONTROL POINT TABLE
COUNTY SURVEY NUMBER
CENTRAL OREGON COORDINATE SYSTEM
RECORD DATA AND SURVEY REFERENCE NUMBER
RECORD DATA SAME AS MEASURED
CALCULATED FROM RECORD DATA
POINT OF INTERSECTION
REGISTERED
PROFESSIONAL
LAND SURVEYOR
a-2-1
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OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN 200
86998 c
RENEWS: 12/31/2025
SCALE IN FEET
200
IR IRON ROD
W/GPC WITH GREEN PLASTIC CAP
WNPC WITH YELLOW PLASTIC CAP
W/RPC WITH RED PLASTIC CAP
W/ALC WITH ALUMINUM CAP
ROWDD RIGHT OF WAY DEDICATION DEED
OCRR OREGON CORNER RESTORATION RECORD
COND CONDITION
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CS 21485
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH PROJECT CONTROL, RESOLVE THE
CENTER LINES OF 2ND STREET, HAWTHORNE AVENUE, FRANKLIN AVENUE AND 1 ST STREET;
AND TO PERPETUATE EXISTING MONUMENTS THAT MAY BE DESTROYED DURING THE
CONSTRUCTION OF ROADWAY AND UTILITY IMPROVEMENTS PURSUANT TO ORS 209.155.
SECOND STREET "S" LINE
THE RIGHT OF WAY OF SECOND STREET WAS DEDICATED IN THE PLAT OF CENTER ADDITION
(R2), AS "SEVENTH STREET", WITH A WIDTH OF 60.00 FEET. THE CENTER LINE WAS
RETRACED BY HOLDING A DISTANCE OF 205.00 FEET FROM MONUMENT #221 AND A
DISTANCE OF 30.00 FEET FROM MONUMENT #225. THIS FIT WELL WITH THE RECORD (R2)
DISTANCE OF 29.05' (29.00 MEASURED) FROM THE EAST QUARTER CORNER OF SECTION 32,
MONUMENT #229. ADDITIONALLY, WHEN COMPARING THE RETRACED CENTER LINE WITH A
SPLIT OF THE EXISTING CURB FACE YIELDED DELTA'S NO GREATER THAN 0.15'. FURTHER
THIS RESOLUTION RESULTED IN NO BUILDING WALL ENCROACHMENTS THROUGH THIS
PORTION OF RIGHT OF WAY.
NE FIRST STREET 111ST" LINE
THE RIGHT OF WAY OF NE 1ST STREET WAS DEDICATED IN THE PLAT OF BEND (R1) AS
"THIRTEENTH STREET" WITH A WIDTH OF 60.00'. THE CENTER LINE OF NE FIRST STREET
WAS RETRACED HOLDING A DISTANCE OF 30.00 FEET FROM MONUMENT #235 ON THE WEST
RIGHT OF WAY AND A DISTANCE OF 30.00 FEET FROM MONUMENT #270 ON THE EAST RIGHT
OF WAY, WHICH ALSO MARKS THE SOUTHEAST CORNER OF THE PLAT OF BEND (R1).
NW HILL STREET
THE RIGHT OF WAY OF NW HILL STREET WAS DEDICATED IN THE PLAT OF BEND (R1) AS
"ELEVENTH STREET" WITH A WIDTH OF 60.00'. THE CENTER LINE OF NW HILL STREET WAS
RETRACED HOLDING FOUND MONUMENTS #279 AND #278. THE CENTERLINE WAS THEN
EXTENDED SOUTHERLY TO INTERSECT WITH CENTER LINE OF FRANKLIN AVENUE.
FRANKLIN AVENUE "F" LINE
THE RIGHT OF WAY OF FRANKLIN AVENUE, WAS DEDICATED IN THE PLAT OF BEND (R1) AND
THE PLAT CENTER ADDITION TO BEND (R2), AS "KOA AVENUE" WITH A WIDTH OF 80.00 FEET.
THE CENTER LINE OF FRANKLIN AVENUE, LYING WITHIN (R1), BETWEEN 50+00 AND 64+28.98
WAS RETRACED HOLDING A RECORD DISTANCE OF 40.00 FEET FROM MONUMENTS #253, 269
AND #280. THE CENTER LINE WAS THEN EXTENDED EAST TO INTERSECT WITH THE THE EAST
RIGHT OF WAY OF NE 1ST STREET BEING COINCIDENT WITH THE EAST BOUNDARY OF THE
PLAT OF BEND (R1). THE ANGLE POINT AT STATION 53+09.99 PI WAS ESTABLISHED HOLDING
A RECORD (R1) DISTANCE OF 318.39' FROM THE CALCULATED INTERSECTION WITH NW HILL
STREET AS SHOWN ON SHEET 7.
WITHIN THE PLAT CENTER ADDITION TO BEND (R2) THE RIGHT OF WAYS, BLOCKS AND LOTS
WERE ORIGINALLY ESTABLISHED IN A DUE NORTH -SOUTH AND DUE EAST -WEST
RECTANGULAR PATTERN; OVER THE YEARS LOCALIZED SURVEYS HAVE RETRACED
INDIVIDUAL LOTS AND BLOCKS WITHIN (R2) AND SET MONUMENTS ALONG ON THE RIGHT OF
WAY OF FRANKLIN AVENUE. AN ANALYSIS OF THE MONUMENTS DID NOT YIELD A SOLUTION
WHICH COULD MAINTAIN A SINGLE BEARING BETWEEN NE 1 ST STREET AND NE 6TH STREET.
AS SUCH POINTS OF INTERSECTIONS WERE CREATED AT SECOND STREET, THIRD STREET
AND 4TH STREET HOLDING THE RECORD (R2) RIGHT OF WAY AND BLOCK DISTANCES, IN
COMBINATION WITH MONUMENTS SET IN THE LOCALIZED SURVEYS. THIS SOLUTION
RESULTED IN THE BEST FIT BETWEEN LOCALIZED SURVEYS AND EXISTING ROADWAY
IMPROVEMENTS. THE CENTER LINE OF FRANKLIN BETWEEN NE 1ST AND NE 6TH WAS
ESTABLISHED AS FOLLOWS:
BETWEEN STATIONS 64+28.98 AND 69+08.63 WAS RETRACED HOLDING ESTABLISHED ANGLE
POINT AT 64+28.98 AND A DISTANCE OF 40.00 FEET FROM FOUND MONUMENTS #267. THE
CENTER LINE WAS THEN PROJECTED EAST TO INTERSECT WITH THE SAID CENTER LINE OF
SECOND STREET.
BETWEEN STATIONS 69+08.63 AND 72+78.63 WAS RETRACED BY HOLDING A DISTANCE OF
40.00 FEET FROM FOUND MONUMENT #221 AND THE RECORD (R2) DISTANCE OF 370.00 FEET
FROM THE CENTER LINE INTERSECTION OF NE 2ND STREET.
BETWEEN STATIONS 72+78.63 AND 77+48.63 WAS RETRACED BY HOLDING A DISTANCE OF
40.00 FEET FROM MONUMENT #249 AND THE RECORD (R2) DISTANCE OF 470.00 FEET FROM
THE CALCULATED INTERSECTION OF NE 3RD STREET.
BETWEEN STATIONS 77+48.63 AND 86+68.63 WAS RETRACED HOLDING A DISTANCE OF 40.00
FEET FROM FOUND MONUMENTS #253 AND #256 AND THE RECORD (R2) DISTANCE 920.00
FEET FROM THE CALCULATED INTERSECTION WITH NE 4TH STREET.
THIS SURVEY DID NOT RETRACE THE RIGHT OF WAYS OF NE 3RD STREET, NE 4TH STREET,
OR NE 6TH STREET AND NW HILL STREET. THE POINT OF INTERSECTIONS WERE ONLY
ESTABLISHED AS A PRACTICAL LOCATION FOR THE RIGHT OF WAY RETRACEMENT OF
FRANKLIN AVENUE.
MIDTOWN MULTIMODAL CONNECTIONS PROJECT
LOCATED IN THE EAST ONE-HALF OF SECTION 32 AND WEST ONE-HALF OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
NOVEMBER 2024
NARRATIVE (CONTINUED)
THE DALLES - CALIFORINA HIGHWAY (BEND PARKWAY) "97" LINE
BEND PARKWAY WAS ORIGINALLY DEDICATED IN THE PLAT OF BEND (R1) AS "TWELFTH
STREET" WITH A WIDTH OF 60.00' AND WAS LATER RENAMED TO DIVISION STREET. THE
WEST RIGHT OF WAY OF DIVISION STREET IS COINCIDENT WITH THE WEST RIGHT OF WAY
OF THE BEND PARKWAY. THIS SECTION OF DIVISION STREET IS NOW ENTIRELY WITHIN THE
RIGHT OF WAY OF THE BEND PARKWAY. THE CENTER LINE OF BEND PARKWAY BETWEEN
STATIONS 266+00 AND 270+00 WAS CALCULATED UTILIZING THE COORDINATES REPORTED
ON THE SURVEY 12595 (R3). THE RECORD SHAPE OF (R3) WAS THEN TRANSLATED AND
ROTATED TO MONUMENTS #279 AND #278 LOCATED IN CENTER LINE OF HILL STREET. THIS
CHECKED WELL WITH MONUMENTS #200 AND #272, ALSO RECOVERED IN (R3), WITH DELTA'S
OF 0.05' AND 0.02', RESPECTIVELY. ADDITIONAL RIGHT OF WAY TAKINGS AT NW HAWTHORNE
AVENUE WERE THEN COMPUTED FROM STATION AND OFFSET CALLS PER ODOT DRAWING
NUMBER 1A-22-18 AND THE DEEDS SHOWN HEREIN.
NW HAWTHORNE AVENUE "HW" LINE
THE RIGHT OF WAY OF HAWTHORNE AVENUE, WEST OF THE BEND PARKWAY, WAS
DEDICATED IN THE PLAT BEND (R1), AS "IRONWOOD AVENUE" WITH A WIDTH OF 60.00'. THE
CENTER LINE WAS RETRACED HOLDING MONUMENT #279 AT THE CENTER LINE
INTERSECTION WITH NW HILL STREET AND HOLDING A DISTANCE OF 30.00 FEET FROM
MONUMENT #239. THE CENTER LINE WAS WAS EXTENDED EASTERLY TO INTERSECT WITH
THE WEST RIGHT OF WAY OF SAID BEND PARKWAY; AND EXTENDED WEST TO INTERSECT
WITH THE NORTHERLY PROJECTION OF THE WEST LINE OF LOT 1, BLOCK 20 OF THE PLAT
BEND (R1) AS SHOWN HEREIN. HAWTHORNE AVENUE EAST OF THE BEND PARKWAY WAS
VACATED BY CITY OF BEND ORDINANCE #16.
NE HAWTHORNE AVENUE "HE" LINE
THE RIGHT OF WAY OF HAWTHORNE AVENUE, EAST OF NE FIRST STREET, WAS DEDICATED
IN THE PLAT CENTER ADDITION (R2) AS "IRONWOOD AVENUE" WITH A WIDTH OF 60.00 FEET.
THE CENTER LINE WAS ESTABLISHED BY HOLDING A DISTANCE OF 30.00 FEET FROM THE
FOUND MONUMENTS #224 AND #207. THE CENTER LINE WAS EXTENDED WEST TO THE
CENTER LINE OF NE FIRST STREET AND EXTENDED EAST TO THE WEST RIGHT OF WAY OF
NE SECOND STREET.
SURVEY REFERENCES
( )R1 PLAT OF BEND, BY L.D. WIEST, RECORDED JUNE 6, 1904 IN PLAT CABINET A, PAGE 2,
OFFICIAL RECORDS OF DESCHUTES COUNTY, AND FILED AS COUNTY SURVEY NO. 16913 IN
THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
( )R2 PLAT OF CENTER ADDITION TO BEND, BY JOHNS. WARD, RECORDED JUNE 2, 1910 IN PLAT
CABINET A, PAGE 14, OFFICIAL RECORDS OF DESCHUTES COUNTY, AND FILED AS
DESCHUTES COUNTY SURVEY NO. 06189.
( )R3 BEND PARKWAY PHASE 2, CONTROL AND RECOVERY MAP, BY JULES R. WETZEL, PLS 1958,
FILED JUNE 3, 1996, DESCHUTES COUNTY SURVEY NO. 12595.
( )R4 RECORD OF SURVEY, LOT LINE ADJUSTMENT NO. 97-186, BY KENNETH A. FISHER, PLS 2802,
FILED OCTOBER 2, 1997, DESCHUTES COUNTY SURVEY NO. 13057.
( )R5 PUTNAM LOFTS CONDOMINIUM, BY GARY E. PAUL, PLS 2698, RECORDED JUNE 23, 2009 IN
VOLUME 2009, PAGE 26561, DESCHUTES COUNTY OFFICIAL RECORDS AND FILED AS
DESCHUTES COUNTY SURVEY NO. 18010.
( )D1 WARRANTY DEED TO STATE OF OREGON RECORDED SEPTEMBER 17, 1998 IN VOLUME 512,
PAGE 1641, DESCHUTES COUNTY OFFICIAL RECORDS.
( )D2 DEED TO CITY OF BEND RECORDED FEBRUARY 19, 2009 IN VOLUME 2009, PAGE 06909,
DESCHUTES COUNTY OFFICIAL RECORDS.
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By.
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BASIS OF BEARINGS AND CONTROL
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL
OREGON COORDINATE SYSTEM (COCS) DEFINED AS FOLLOWS:
ELLIPSOIDAL DATUM (REALIZATION):
PROJECTION:
LATITUDE OF GRID ORIGIN:
LONGITUDE OF CENTRAL MERIDIAN:
NORTHING AT GRID ORIGIN:
EASTING AT CENTRAL MERIDIAN:
SCALE FACTOR ON CENTRAL MERIDIAN:
NAD83(1991)
TRANSVERSE MERCATOR
43000'00" N
121 ° 17'00" W
0.000 ift
3,300,000.000 ift
1.00016 (EXACT)
PROJECT CONTROL WAS ESTABLISHED BY REAL-TIME KINEMATIC (RTK) GPS UTILIZING
CORRECTIONS FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN) PROJECTED TO
THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DESCHUTES13 TRANSFORMATION.
TWO 300 EPOCH OBSERVATIONS WERE MADE SEPARATED BY A MINIMUM OF 2 HOURS
BETWEEN OBSERVATIONS AND THEN AVERAGED. VERIFICATION TIES WERE MADE TO
COCS STATIONS 17123340 AND B005. INDIVIDUAL TRAVERSES WERE PERFORMED WHICH
WERE ADJUSTED TO THE RTK CONTROL.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2025
a
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CS 21asS-
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
MIDTOWN MULTIMODAL CONNECTIONS PROJECT
LOCATED IN THE EAST ONE-HALF OF SECTION 32 AND WEST ONE-HALF OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
NOVEMBER 2024
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CONTROL POINT TABLE
POINT #
COCS
NORTHING
COOS
EASTING
DESCRIPTION
22
385665.43
3294615.87
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
24
385317.26
3294574.14
1 IN COPPER DISC STAMPED'DOWL CONTROL'
25
385508.18
3294620.67
11N COPPER DISC STAMPED'DOWL CONTROL'
27
385162.83
3294561.53
11N COPPER DISC STAMPED'DOWL CONTROL'
28
385005.72
3294562.80
11N COPPER DISC STAMPED'DOWL CONTROL'
29
384728.38
3294622.86
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
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CP #25 209
SE 2ND STREET
CP #24
0
210
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POINT #
COCS
NORTHING
COCS
EASTING
STATION
OFFSET
DESCRIPTION
206
385726.32
3294620.63
"S" 17+60.32
29.73 R
FD 3/41N IP NO CAP,BENT TIED SPIN POINT, FD IN CS06229
207
385666.16
3294620.65
"S" 17+00.17
29.69 R
FD 3/41N IP NO CAP,BENT TIED SPIN POINT, FD IN CS06229
208
385306.53
3294561.31
"S" 13+40.60
30.01 L
FD 3/41N IP NO CAP,GOOD COND, CS06212
209
385366.48
3294620.84
"S" 14+00.49
29.58 R
FD 5/81N IR NO CAP,GOOD COND, CS06237
210
385367.17
3294561.91
"S" 14+01.24
29.35 L
FD 5/81N IR NO CAP,GOOD COND, CS06223
212
385155.89
3294561.07
"S" 11+89.96
30.40 L
FD-5/81N IR WNPC'SCE&S',GOOD COND, CS21208
213
385166.11
3294621.52
"S" 12+00.12
30.06 R
FD 5/81N IR NO CAP, BENT TIED SPIN POINT, CS06220
214
385165.75
3294620.81
"S" 11+99.76
29.35 R
FD 1/21N IR NO CAP, BENT TIED SPIN POINT, FD IN CS06220
216
385105.94
3294562.10
"S" 11+40.01
29.42 L
FD 5/81N IR WNPC'SCE&S',GOOD COND, CS21208
217
385005.89
3294561.22
"F" 68+78.21
"S" 10+39.96
39.94 L
30.40 L
FD 5/81N IR WNPC'SCE&S',GOOD COND, CS21208
221
385006.33
3294796.61
"F" 71+13.66
40.00 L
FD 1/21N IR NO CAP,GOOD COND, CS06206
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NORTHING
COCS
EASTING
DESCRIPTION
10
386391.94
3294621.86
1IN COPPER DISC STAMPED'DOWL CONTROL'
11
386624.53
3294612.88
1IN COPPER DISC STAMPED'DOWL'
20
386082.62
3294573.64
1 IN COPPER DISC STAMPED'DOWL CONTROL'
21
386246.49
3294568.96
11N COPPER DISC STAMPED'DOWL CONTROL'
_723
385863.39
3294571.21
11N COPPER DISC STAMPED'DOWL CONTROL'
MIDTOWN MULTIMODAL CONNECTIONS PROJECT
LOCATED IN THE EAST ONE-HALF OF SECTION 32 AND WEST ONE-HALF OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
NOVEMBER 2024
CP #
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RECOVERED MONUMENTS
POINT #
COCS
NORTHING
COCS
EASTING
STATION
OFFSET
DESCRIPTION
225
386766.14
3294559.87
"S" 28+00.21
30.00 L
FD 5/81N IR WNPC'W&H PACIFIC',GOOD COND, CS15497
226
386626.00
3294560.20
"S" 26+60.07
29.80 L
FD 5/81N IR WNPC'W&H PACIFIC',BENT TIED SPIN POINT, CS15497
227
386766.12
3294620.03
"S" 28+00.13
30.16 R
FD 1/21N IR NO CAP,GOOD COND, CS06230
229
385973.72
1 3294589.66
1 "S" 20+07.76
1.00 L
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NORTHING
COCS
EASTING
STATION
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DESCRIPTION
201
385528.86
3292871.28
FD 5/81N IR W/YPC'W.H. PACIFIC',GOOD COND, CS13057
228
385719.31
3292714.53
FD 11N BRASS DISC'OTAK INC',GOOD COND, CS18010
230
385814.47
3292676.87
FD 11N BRASS DISC'OTAK INC%GOOD COND, CS18010
231
385838.85
3292775.73
FD 1121N IR NO CAP,GOOD COND, CS05336
232
385759.24
3292746.30
FD 11N BRASS DISC'OTAK INC',GOOD COND, CS18010
238
385720.21
3292797.14
FD 5/81N IR W/YPC'W.H. PACIFIC',GOOD COND, CS13057
239
385664.90
3293030.96
"HW" 31+00.02
30.00 R
FD 5/81N IR NO CAP,GOOD COND, FD IN CS02979
240
385666.93
3293080.83
"HW" 31+49.90
28.05 R
FD 1/21N IP NO CAP,BENT TIED SPIN POINT, FD IN CS02979
241
385665.32
3293230.81
"HW" 32+99.88
29.91 R
FD 3/41N IP NO CAP,GOOD COND, NO RECORD
242
385665.32
3293280.76
"HW" 33+49.83
29.98 R
FD 2 1/21N BRASS DISC'HAWTHORNE SES',GOOD COND, CS07389
243
385665.40
3293390.79
"HW" 34+59.86
30.08 R
FD 3/41N IP ,GOOD COND, FD IN CS11925
244
385725.84
3293440.61
"HW" 35+09.78
30.28 L
FD 1/21N IR NO CAP,BENT TIED SPIN POINT, FD IN CS15246
245
385725.60
3293540.86
"HW" 36+10.03
29.88 L
FD 1/21N IR NO CARGOOD COND, FD IN CS15246
246
385665.51
3293440.79
"HW" 35+09.86
30.05 R
FD 3/41N IP ,GOOD COND, FD IN CS11952
247
385725.25
3293340.75
"HW" 34+09.92
29.85 L
FD 5/81N IR W/YPC'H.A. McCOY ENGR',GOOD COND, CS20518
278
385335.48
3293311.08
FD 11N IR W/ PUNCH IN MON BOX NO CAP,GOOD COND, FD IN CS12111
279
385695.35
3293310.75
"HW" 33+79.87
0.00 C
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RADIUS
LENGTH
ANGLE
CHORD
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187.76'
86.05'
26015'34"
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POINT #
COCS
NORTHING
COCS
EASTING
DESCRIPTION
35
385725.37
3292930.42
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
36
385720.63
3293280.56
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
37
385717.19
3292787.77
11N COPPER DISC STAMPED'DOWL CONTROL'
38
385671.85
3293150.32
11N COPPER DISC STAMPED'DOWL CONTROL'
40
385721.06
3293640.46
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
41
385667.23
3293455.07
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
62
385856.54
3293657.41
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
85
385599.92
3293698.20
11N COPPER DISC STAMPED'DOWL CONTROL'
REGISTERED
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RENEWS: 12/31/2025
SEE LEGEND SHEET 1
SHEET 5 OF 10
DOWL
WWW.DOWL.COM
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Bend, Oregon 97702
541-385-4772
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N:385,594.642
E:3,293,747.810
(60.00)R1
1 2
CONTROL POINT TABLE
FPOINT #
COCS
NORTHING
COCS
EASTING
DESCRIPTION
22
385665.43
3294615.87
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
23
385863.39
3294571.21
1 IN COPPER DISC STAMPED'DOWL CONTROL'
26
385719.43
3294402.02
11N COPPER DISC STAMPED'DOWL CONTROL'
30
385719.09
3294273.79
11N COPPER DISC STAMPED'DOWL CONTROL'
31
385723.85
3294043.57
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
62
385856.54
3293657.41
5/81N IR W/ GPC STAMPED'DOWL CONTROL'
85
385599.92
3293698.20
1 IN COPPER DISC STAMPED'DOWL CONTROL'
MIDTOWN MULTIMODAL CONNECTIONS PROJECT
LOCATED IN THE EAST ONE-HALF OF SECTION 32 AND WEST ONE-HALF OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
111ST" 100+69 98 END NOVEMBER 2024
N•IRF nR5.724
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269
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"F" 63+98.98 P.O.T. ,
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POINT #
COCS
NORTHING
COCS
EASTING
STATION
OFFSET
DESCRIPTION
206
385726.32
3294620.63
"S" 17+60.32
29.73 R
FD 3/41N IP NO CAP,BENT TIED SPIN POINT, FD IN CS06229
207
385666.16
3294620.65
"S" 17+00.17
"HE" 45+39.42
29.69 R
30.00 R
FD 3/41N IP NO CAP,BENT TIED SPIN POINT, FD IN CS06229
222
385735.98
3294311.00
"HE" 42+29.84
40.12 L
FD 5/81N W/YPC'LS 2257',GOOD COND, CS19957
223
385666.17
3294410.98
"HE" 43+29.75
29.79 R
FD 5/81N IR W/YPC'SCE&S',GOOD COND, CS06197
224
385665.91
3294360.63
"HE" 42+79.40
30.00 R
FD 3/41N ODIP NO CAP,GOOD COND, ORIGIN UNKNOWN
233
385655.70
3294051.24
"1ST" 96+89.99
30.01 L
FD 5/81N IR W/YPC ILLEGIBLE,GOOD COND, CS17132
234
385835.74
3294051.10
"1ST" 98+70.03
29.95 L
FD 5/81N IR NO CAP,GOOD COND, CS13694
235
386035.69
3294050.83
"1ST" 100+69.98
30.00 L
FD 5/81N IR NO CAP,GOOD COND, CS13694
236
385655.56
3293877.86
FD 5/81N IR W/YPC'S&F LAND SERVICES%GOOD COND, CS21048
237
385555.63
3294051.36
"1ST" 95+89.93
30.00 L
FD 5/81N IR W/YPC'TYE ENGINEERING',GOOD COND, CS13694
269
385005.74
3294052.11
"F" 63+69.10
"1 ST" 90+40.03
40.00 L
29.85 L
FD 5/81N IR W/YPC'LS2257',GOOD COND, CS11449
270
384925.64
3294112.05
"F" 64+29.01
40.11 R
FD 5/81N IR NO CAP,GOOD COND, CS06201
17
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50 86998
Q RENEWS: 12/31/2025
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206
"HE" 45+39.73 END
N:385,696.162
- - _/ E:3,294,620.932
30.00'
I CP #:
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SHEET 3
HELD
nf%-7
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
MIDTOWN MULTIMODAL CONNECTIONS PROJECT
LOCATED IN THE EAST ONE-HALF OF SECTION 32 AND WEST ONE-HALF OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
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NOVEMBER 2024
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3LOCK 28
/
4 /
/ 5
/
I /
CONTROL POINT TABLE
POINT #
COCS
NORTHING
COCS
EASTING
DESCRIPTION
47
384982.17
3293583.63
11N COPPER DISC STAMPED'DOWL CONTROL'
48
384983.15
3293306.45
11N COPPER DISC STAMPED'DOWL CONTROL'
49
384999.92
3292999.16
1 IN COPPER DISC STAMPED 'DOWL CONTROL'
318.39' (R1)*
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N
i
I
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a
PARK ADDITION
TO BEND
BLOCK
30
=
1 I 2
I
3 I 4
5
6
7
F,
RECOVERED MONUMENTS
POINT #
COCS
NORTHING
COOS
EASTING
STATION
OFFSET
DESCRIPTION
253
385005.45
3293081.71
"F" 53+98.70
40.00 L
FD 11N IP NO CAP,GOOD COND, CS05344
271
385005.63
3293491.33
"F" 58+08.31
40.06 L
FD 1/21N IR WNPC'LS 2257',GOOD COND, CS11683
272
385005.60
3293441.37
"F" 57+58.35
40.05 L
FD 3/41N IR NO CAP,GOOD COND, FD IN CS05353
273
384926.04
3293441.37
"F" 57+58.33
39.51 R
FD PK NAIL W/ WASHER'SCE&S',GOOD COND, CS08796
274
384926.14
3293591.40
"F" 59+08.36
39.46 R
FD 5181N IR W/ALC W & H PACIFIC 2677,GOOD COND, CS16445
276
385005.40
3293131.57
"F" 54+48.55
39.94 L
FD 5/81N IR WNPC'HWA',GOOD COND, PP 2024-08
280
385121.98
3292722.49
"F" 50+00.00
40.00 L
FD 5/81N IR W/ALC WORN SMOOTH,GOOD COND, PP 1998-24
281
384943.47
3292942.85
"F" 52+72.19
39.61 R
FD 5/81N IR WNPC'LS1020',GOOD COND, CS08795
r
12!7QCHUMv4 C060'.UM SURVEYOR
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-Bye,
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2025
SEE LEGEND SHEET 1
50 0 50
SCALE IN FEET
a
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CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
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CENTER ADDITION TO BLIVL/
BLOCK 9
CP #73
CONTROL POINT TABLE
POINT #
COCS
NORTHING
COOS
EASTING
DESCRIPTION
73
384922.25
3294899.35
1 IN COPPER DISC STAMPED 'DOWL CONTROL'
75
385005.06
3295142.32
11N COPPER DISC STAMPED'DOWL CONTROL'
76
384932.80
3295480.17
11N COPPER DISC STAMPED'DOWL CONTROL'
MIDTOWN MULTIMODAL CONNECTIONS PROJECT
LOCATED IN THE EAST ONE-HALF OF SECTION 32 AND WEST ONE-HALF OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
NOVEMBER 2024
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BLOCK 23
15 1 14 1 13 1 12 1 11 1 10 I 5
I I I I I
CP #75 1 1 1
- - - - - - - - I I_
- -
NE FRANKLIN AVENUE
(WEST 470.00)R2
N89059'11 "E 470.00'
0
0
Lo
ti
249
-- I - m 7 1 -- _- _-
4 I 5 I 6
CENTER ADDITION TO BEND
BLOCK 24
RECOVERED MONUMENTS
POINT #
COCS
NORTHING
COOS
EASTING
STATION
OFFSET
DESCRIPTION
221
385006.33
3294796.61
"F" 71+13.66
40.00 L
FD 1/21N IR NO CAP,GOOD COND, CS06206
249
384926.66
3295101.67
"F" 74+18.63
40.00 R
FD 5/81N IR W/YPC'SCE&S',GOOD COND, CS12280
250
385006.96
3295636.42
"F" 79+53.44
40.00 L
FD 3/41N IP NO CAP,GOOD COND, CS06258
251
385006.80
3295561.52
"F" 78+78.54
39.91 L
FD 5/81N IR W/YPC'BKRK',GOOD COND, CS12240
252
385006.63
3295561.52
1 "F" 78+78.54
1 39.75 L
I FD 1/21N IR NO CAP,GOOD COND, FD IN CS16922
7
a 00
Lo
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BLOCK 26
1 I 1 1
14 I 13 1 1
251 I HELD
252 I 250 1
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00
I
1 2 3 I 4 5
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�/7 2�21(2S
Ls.._
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2025
SEE LEGEND SHEET 1
CENTER ADDITION TO BEND
BLOCK 25
N
d
50 0
SCALE IN FEET
50 1
y
N
CS21as5
CONTROL, RETRACEMENT AND MONUMENT RECOVERY SURVEY
CENTER ADDITION TO BEND
BLOCK 26
i I I
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co
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3 I 4 5 I 6 7 8
CENTER ADDITION TO BEND
BLOCK 25
CONTROL POINT TABLE
POINT #
COCS
NORTHING
COOS
EASTING
DESCRIPTION
71
384989.40
3296583.49
1 IN COPPER DISC STAMPED 'DOWL CONTROL'
72
384945.42
3296290.54
1 IN COPPER DISC STAMPED 'DOWL CONTROL'
78
384989.30
3295930.79
1 IN COPPER DISC STAMPED 'DOWL CONTROL'
MIDTOWN MULTIMODAL CONNECTIONS PROJECT
LOCATED IN THE EAST ONE-HALF OF SECTION 32 AND WEST ONE-HALF OF SECTION 33,
TOWNSHIP 17 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
NOVEMBER 2024
911
261
CP #78
0
(WEST 920.00')R2
_ N89°56'1�5"E 920.00'
15 14 1 1
I
NE FRANKLIN AVENUE
CENTER ADDITION TO BEND
CK
I
0
0
Lo
00
CP #72
A
HELD
1 I
�
2 I 3
►
4
I 5
�
6 I
I
7 ' 8
I
CENTER ADDITION TO BEND
BLOCK 40
RECOVERED MONUMENTS
POINT #
COCS
NORTHING
COOS
FASTING
STATION
OFFSET
DESCRIPTION
250
385006.96
3295636.42
"F" 79+53.44
40.00 L
FD 3/41N IP NO CAP,GOOD COND, CS06258
254
385007.11
3295761.70
"F" 80+78.71
40.01 L
FD 5/81N IR NO CAP,GOOD COND, NO RECORD
256
384927.63
3296246.46
"F" 85+63.39
40.00 R
FD 1/21N IP NO CAP,GOOD COND, CS06295
257
384927.66
3296171.86
"F" 84+88.79
39.89 R
FD 5/81N IR W/YPC'HWA',GOOD COND, CS17600
258
384927.41
3295996.76
"F" 83+13.69
39.94 R
FD 1/21N IR NO CAP,GOOD COND, CS06308
260
384927.04
3295761.70
"F" 80+78.63
40.06 R
FD 3/41N IP NO CAP,GOOD COND, NO RECORD
261
385007.21
3295861.68
"F" 81+78.69
40.00 L
FD 5/81N IR W/YPC'SCE&S',GOOD COND, PP 2007-37
264
384927.59
3296101.84
"F" 84+18.77
39.88 R
FD 5/81N IR NO CAP,GOOD COND, CS17600
265
385007.52
3296171.60
"F" 84+88.62
39.97 L
FD 3/41N IP NO CAP,GOOD COND, CS06291
266
385007.60
3296321.46
"F" 86+38.47
39.89 L
FD 3/41N IP NO CAP,BENT TIED SPIN POINT, CS06290
282
384927.40
3296071.56
"F" 83+88.49
40.04 R
FD NAIL IN WOOD POST NO WASHER,GOOD COND, CS06294
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0
CENTER ADDITION TO BEND
BLOCK 41
REGISTERED
PROFESSIONAL
LAND R:]
a Zj?J 17-57 N
fo_�cx.�,
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN 50 0 50
86998
RENEWS: 12/31/2025 SCALE IN FEET
SEE LEGEND SHEET 1
a
N
04"
co
CS 2 148 5