HomeMy WebLinkAboutSurvey 20629NARRATIVE
RIGHT OF WAY MAP
FOR THE DESCHUTES COUNTY ROAD DEPARTMENT
TUMALO ROAD INTERSECTION WITH TUMALO PLACE AND 78TH STREET
LOCATED IN THE EAST HALF (E1/2) OF SECTION 27 AND THE WEST HALF (W1/2) OF SECTION 26,
TOWNSHIP 16 SOUTH,RANGE 12 EAST, WILLAMETTE MERIDIAN
DESCHUTES COUNTY, OREGON
OCTOBER 2021
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE EXTENTS OF THE RECENTLY DEDICATED ROAD
RIGHT-OF-WAY AREAS DESCRIBED IN INSTRUMENT NO'S 2020-35283, 2020-38346, AND 2020-49113.
BEARINGS AND CENTERLINE ROAD STATIONING ARE BASED ON THAT CONTROL, RECOVERY AND
RETRACEMENT SURVEY FOR DESCHUTES COUNTY ROAD DEPARTMENT, FILED AS COUNTY SURVEY
NO. 19970 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE [REFERENCE (A)] .
COORDINATES ARE BASED ON CENTRAL OREGON COORDINATE SYSTEM (COCS) VALUES.
SURVEY REFERENCES
(A) CONTROL, RECOVERY AND RETRACEMENT SURVEY BY PARAMETRIX FOR THE DESCHUTES
COUNTY ROAD DEPARTMENT, FILED JULY 30, 2019 AS COUNTY SURVEY NO. 19970 IN THE
DESCHUTES COUNTY SURVEYORS OFFICE.
DEED REFERENCES
(D1) DEED OF DEDICATION, RECORDED JULY 21, 2020, UNDER INSTRUMENT NO.2020-35283,
OFFICIAL RECORDS OF DESCHUTES COUNTY, OREGON.
(D2) DEED OF DEDICATION, RECORDED AUGUST 03, 2020, UNDER INSTRUMENT NO. 2020-38346,
OFFICIAL RECORDS OF DESCHUTES COUNTY, OREGON.
(D3) DEED OF DEDICATION, RECORDED SEPTEMBER 22, 2020, UNDER INSTRUMENT NO.
2020-49113, OFFICIAL RECORDS OF DESCHUTES COUNTY, OREGON.
SET MONUMENTS TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
1300
422856.45
3305060.04
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1301
422768.57
3304925.15
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1302
422732.12
3304903.81
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1303
422710.22
3304900.46
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1304
422668.41
3304910.10
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1305
422556.20
3304943.43
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1306
422551.98
3304940.96
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
-1307
422564.95
3304914.35
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1308
422590.09
3304854.93
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" I
1309
422578.12
3304819.01
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1310
422559.95
3304808.37
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1311
422600.60
3304738.93
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1312
422688.21
3304717.97
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1313
422828.07
3304629.61
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" I
1314
422777.80
3304787.85
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
1315
422794.33
3304833.63
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W" I
1316
422605.09
3305018.31
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP STAMPED "PARAMETRIX R/W"
PARAMETRIX CONTROL TABLE
a....................................................
I POINT NO.
.....................................................
NORTHING
...........................................................................................
EASTING
................. ...
ELEVATION
1
DESCRIPTION
i 1021
422859.72
3305119.24
3262.76
SET 5/8" IRON ROD WITH 1.5" DIA. ALUMINUM CAP MARKED PARAMETRIX CP 1021 f
1022
3
423126.62
3304595.12
3265.47
SET 5/8" IRON ROD WITH 1.5" DIA. ALUMINUM CAP MARKED PARAMETRIX CP 1022 E
1023
422774.77
3304558.46
3255.84
SET 5/8" IRON ROD WITH 1.5" DIA. ALUMINUM CAP MARKED PARAMETRIX CP 1023
................... _......................................... .............. ................... .............................................. _............_..................-...._................................................_............................_..._.....___............
REGISTERED
PROFESSIONAL
AND SURV.FYC.I
0-9
OGO ,�
RE
JULY 20, 2009
SCOTT C. BOLDUC
79288
EXPIRES: 12/31 /2021
PROJECT ALIGNMENT KEY
TUMALO ROAD NICHOLS MARKET TUMALO PLACE
(NICHOLS MARKET ROAD (VACATED) (NICHOLS MARKET
ROAD) ALIGNMENT ALIGNMENT ROAD) ALIGNMENT
TUMALO PLACE
(SPUR 1) ALIGNMENT
TUMALO ROAD
(DJO-P1)
ALIGNMENT
TI IMAf n RnAn fn.in-pi) Al IMMPNT
CURVE TARE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
TANGENT
C1
31.74'
12823.89'
000'08'30"
31.74'
N89'4829"W
15.87'
C2
24.34'
210.00'
006'38'29"
24.33'
S86'48'01 "W
12.18'
C3
166.91'
180.00'
053'07'48"
161.00'
S56'54'53"W
90.00,
C4
22.69'
30.00'
043'20'06"
22.15'
S08'40'56"W
11.92'
C5
47.12'
30.00'
090100'00"
42.43'
S 14*39'01 "E
30.00'
C6
194.73'
210.00'
053'07'48"
187.83'
N56'54'53"E
105.00'
C7
31.14'
1140.00'
001'33'55"
31.14'
N65'12'11"W
15.57'
C8
52.33'
40.00'
074'57'25"
48.68'
N70'08'20"E
30.67'
C9
47.12'
30.00'
090'00'00"
42.43'
N75'20'59"E
30.00'
C10
94.92'
1140.00'
004*46'14"
94.89'
N62'02'06"W
47.49'
C11
580.35'
1100.00'
030'13'43"
573.64'
STV45531
297.10'
C12
559.24'
1060.00'
030'13'43"
552.78'
N74'45'51"W
286.29'
C13
260.80'
250.00'
059*46'17"
249.14'
N60'14'07"E
143.67'
C14
226.15'
290.00'
044'4O'53"
220.47'
S52'41'25"W
119.18,
C15
126.06'
1140.00'
006'20'09"
126.00'
N62'49'04"W
63.10'
C16
219.07'
210.00'
059'46'17"
209.27'
S60'14'07"W
120.69'
C17
100.00'
12863.89'
000'26'43"
100.00'
S89'39'22"E
50.00'
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
ii90
35m6l.72
39.95'LT
"
FOUND SM ING! i DIA. !RON ROD INGH NDESGI
WITH 2 DIA. ALUM. GAP STAMPED NG RAN L6
1204
422678.34
3304893.17
37+70.00
40.01' RT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390"
A 1%f%�
A f% f%-'Al R-r
FOUND INCH DIA. IRON INCH "ENGINEERING"
.()o
518 ROD WITH 2 DIA. ALUM. GAP STAMPED
1206
422535.65
3305142.81
40+57.52
43.01' LT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390"
1208
422714.56
3304673.01
35+61.72
39.98' LT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390"
1209
422841.12
3304601.54
34+40.26
40.07' LT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390"
(LEANING EASTERLY, SHOT CENTER CAP)
1219
422869.81
3304139.64
29+81.35
30.00' RT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390"
NICHOLS MARKET ROAD (VACATED) ALIGNMENT
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1200
422927.95
3305009.00
396+61.23
29.98' LT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390",
BENT, LEANING WESTERLY
TIIMAl n Pf ArF fRPI IR 11 Al l NMFNT
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
STATIONOFFSET
OF T
DESCRIPTION
STAMPED"IDESGI
1UTES GOUNTY ENGINEERING"
1199
422857.81
3305084.36
13+70.83
40.00' RT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390"
1200
422927.95
3305009.00
13+ 05.00
39.98 LT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390",
BENT, LEANING WESTERLY
9-I-AM12M"DERGIAl ITER"
„DESGHUTES
COUNTY ENGINEERING"
1203
4227-19.35
1. 0- 60
618 INGH DIA. IRON ROD INGH DIA. ALUM. GAP STAMPED "DESGHUT-ES
-UND (2 GE)UNTY ENGINEERING RM LS 2390" FOUNE)
LYING EXT TO lReN ROD)
T
-1-10-4 -8 -8 -3. -43
i 9. 9:17 i
1
TUMALO PLACE (NICHOLS MARKET ROAD) ALIGNMENT
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1195
422893.00
3305162.49
398+14.82
4.55' RT
FOUND 3 INCH DIA. BRASS MONUMENT IN CASING PER O.C.R.R. NO. 1412
1198
422857.73
3305110.82
397+63.20
40.02' RT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390"
1199
422857.81
3305084.36
397+36.75
40.00' RT
FOUND 5/8 INCH DIA. IRON ROD WITH 2 INCH DIA. ALUM. CAP STAMPED "DESCHUTES COUNTY ENGINEERING R/W LS 2390"
1220
422897.65
3305160.82
1398+13.121
0.10' LT
I FOUND 2 INCH DIA. ALUM. CAP MONUMENT (UNREADABLE), DOWN 3 INCHES BELOW ASPHALT
DESTROYED, NOT RESET
DESTROYED, NOT RESET
DESTROYED, NOT RESET
DESTROYED, NOT RESET
DESTROYED, RESET AS #1315
DESTROYED, NOT RESET
DESTROYED, NOT RESET
122n629
SURVEYOR
LD �a �Y: C-,,,
SURVEY REFERENCES
(A) CONTROL, RECOVERY AND RETRACEMENT SURVEY BY PARAMETRIX FOR THE DESCHUTES
COUNTY ROAD DEPARTMENT, FILED JULY 30, 2019 AS COUNTY SURVEY NO. 19970 IN THE
DESCHUTES COUNTY SURVEYORS OFFICE.
02
4
1
i
_- - - 4
STA 392+53.57 TUMALO (NICHOLS-MARKET ROAD)
-
RIGHT-OF-WAY MAP
FOR THE DESCHUTES COUNTY ROAD DEPARTMENT
TUMALO ROAD INTERSECTION WITH TUMALO PLACE AND 78TH STREET
LOCATED IN THE EAST HALF (E1/2) OF SECTION 27 AND THE WEST HALF (W1/2) OF SECTION 26,
TOWNSHIP 16 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
DESCHUTES COUNTY, OREGON
OCTOBER 2021
- � S89'52'44"E TUMALOR ACE
-
I ALIGNMENT = STA-392+53.57 NICHOLS MARKET 1200 STA 13+70.83(A)
ROAD VACATED) ALIGNMENT BEARS N89'24'15-W CENTERLINE NICHOLS MARKET ROAD END PROJECT CNETERLINE
I 561.24 FROM QUARTER CORNER 11195 ALIGNMENT (VACATED) TUMALO PLACE (SPUR 1) ALIGNMENT
-- f- N=422898.83 N=422897.81
E=3305084.42
j W E=3304601.28 S89'52'44"E CC,o
! z ^ 393+00 394+00 395+00 C z Q `"
396+00 397+00
w -
w
o co �' � J" N89'49 46*W o 13
o� 10to _ > o Q o
IN;n M.E
co rF'
to I ;n o0
Z cv n
3 cn o OR M j �Z SECTION SUBDN. LINE
of N o I TUMALO PLACE
�
(SPUR 1) ALIGNMENT
M I
aZEoZW
N I 1313 _
i TAX LOT: 16 12-27D_ 000102 ,
STA 34+70.12, 40.00'LT STA 13+41.85, 40.00'RT
\ C> TUMALO ROAD(DJO-P1) ALIGNMENT tS
STA 11+10.02, 39.991T �0 G� �� •�1
j BEARS S75'18'05"W, LEGEND
343.34 FROM QUARTER MONUMENT
C7 S7 CORNER i1195 DESTROYED DURING �,'�r° �r,'`Lro O SET 5/8" DIA. IRON ROAD WITH 1-1/2" D1A ALUMINUM CAP "PARAMETRIX R/W"
\ S 1?s r??:34"f 16 DEDICATED RIGHT OF WAY 1315 CONSTRUCTION,
1219 I .06(4) C70 zl"k 6RESET WITH NEW
04' DEED OF 2020-38346 DEDICATION D2 MONUMENT STAMPED AO �� 0 ® SET SURVEY CONTROL IN JULY 2019 (CS 19970) (SEE PARAMETRIX
( ) "PARAMETRIX RAV' •00• CONTROL TABLE ON SHEET 1)
S00'07'16V 10.00'(A) \ ,� 1201
I - 1314 3 %
I 3S,c L�52• o
102 `
1190 �� �a STA 11+10.02 PC
S803s,
STA 29181.36, o830(q J 1192 1202 � ��►�"
40.00'RT
SEE CS19970
C9
STA 35+61.71 PT 36'c00 1191 1302 32
- 12` .9� O SS99o, 2ti 1203
110 7` S
SS939, 7�4) /
O,�S? 1312
7?' STA 36+13.83, 40.00'RT
C'oNc�FTF I ��
REGISTERED << fl>
PROFESSIONAL N oo --, 1204 �\
ND SU YOR
STA. 10+00.00 BEGIN PROJECT CENTERLINE TUMALO
SCALE PLACE (SPUR 1) ALIGNMENT = STA. 37+00.00 TUMALO
a _ - - - _ .. _ d, ROAD (DJO-P1 ALIGNMENT BEARS S58034 29"W 410.09
30 0 15 30 60 FROM QUARTER CORNER 1195
TAX LOT: 16-12-27D-000104
DEDICATED RIGHT OF WAY
DEED OF DEDICATION
2020-49113 (D3)
w
0
s
t-4
1304
STA 37+89.63, 40.001T
Q(�ATT -- _Q&4 --- A I I r� � I ll I � � mok.L'
CHECKED SCALE
SCB 1 " = 30'
APPROVED DATE
SCB OCTOBER, 2021
mi
I
0
N
0
z
w
w
_
co
TAX LOT: 16-12-27D-000100
(NICHOLS-MARKET ROAD) I
ALIGNMENT NICHOLS MARKET ROAD ALIGNMENT
PT STA 397+63.13 ICHOLS MARKET
S ROAD ALIGNMENT
cs
S)l TA PI 398+13.13
397+37
S89'52'44" E 26.42'(A)
1199
� 11
C2
L=24.34'
S89'52'447E 26.42(A)
= 50.00'(A)
C17 L=10a
S19'43'27"E 4.94' (A)-
6
27
NICHOLS MARKET ROAD
STA PT 398+63.13 -
27 26 1/4 CORNER
XX FOUND 5/8" IRON ROD WITH ALUMINUM CAP IN JULY 2019 (CS 19970)
(SEE FOUND MONUMENTS TABLE ON SHEET 1)
® XX MONUMENT DESTROYED BY ROAD CONSTRUCTION
(SEE CS19970 FOR DESCRIPTIONS AND COORDINATES)
RIGHT-OF-WAY DEDICATION PER
INSTRUMENT NO.2020-35283 (D1)
RIGHT-OF-WAY DEDICATION PER
INSTRUMENT NO. 2020-38346 (D2)
RIGHT-OF-WAY DEDICATION PER
INSTRUMENT NO.2020-49113 (D3)
SEC. SECTION
PC BEGIN CURVE
PT END CURVE
() RECORD DATA PER CITED REFERENCE
TANGENT LENGTH
ROAD CENTERLINE (SEE PROJECT
ALIGNMENT KEY ON SHEET 1)
DEDICATED ROAD RIGHT OF WAY
N Or' PROPERTY BOUNDARY LINE
A
SS 9590,E `fix , S00. CENTER CONCRETE WALL
93901 44 SO �\
?61?s' �959• TC�
07�(� J M'9� O 1205
MONUMENT
DESTROYED DURING
CONSTRUCTION,
RESET WITH NEW
TUMALO ROAD MONUMENT STAMPED
co/v, T (DJO-P1) 5 "PARAMETRIX R/W"
--5�1.dp"W N6�•C3, F Wq/� ALIGNMENT 9x00 S60-
1309 1308 �y 64 Sl?8F
STA 38+75.09, 40.00'RT 1206
� 1305
-- S30'20'481N 21.06' 1307 � ` �
1310 N64'00'481N 29.60' � \
S30'20'59"W 4.89' STA 43+00
1306 BEARS S1759'07'E
806 543.54' FROM QUARTER
-DEDICATED RIGHT OF WAY SS9�g. CORNER 11195
DEED OF DEDICATION 0�F ¢0 N=422376.02
2020-35283 (D1) E=3305330.32
1194
C811,629 4*
• :- .. • oil
.