HomeMy WebLinkAboutSurvey 20515FOUND MONUMENTS TABLE [TUMALO ROAD-NICHOLS MARKET ROAD ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1174
422908.61
3297271.76
N/A
N/A
FOUND 2 INCH ALUM. CAP, NOT LEGIBLE (FLUSH IN AC). HELD AS NICHOLS MARKET ROAD P.I. [STA. 120+81.6
PER (R2){M}{N}, AS SHOWN ON OCRR 19051
1220
422906.52
3294632.26
94+40.50
0.03' RT
FOUND 3-1/4 INCH DIA. BRASS CAP (DOWN Off) IN MONUMENT BOX MARKED DESCHUTES COUNTY
SURVEYOR'S OFFICE PER OCRR 1560. HELD AS NICHOLS MARKET ROAD P.I. STA. 94+40.50
1224
422936.61
3295030.99
98+39.25
29.77' LT
FOUND 1/2 INCH DIA. IRON ROD (DOWN 0.15')
1225
422878.16
3294632.37
94+40.62
28.40' RT
FOUND 1/2 INCH DIA. SMOOTH IRON ROD (DOWN 0.35')
1229
422956.27
3295580.86
103+89.13
49.00' LT
FOUND 3-1/2 INCH DIA. BRASS CAP IN CONCRETE MARKED "USGS"
1248
422936.50
3294632.46
94+40.68
29.94' LT
FOUND 3/4 INCH DIA. IRON ROD
FOUND MONUMENTS TABLE [OLD BEND-REDMOND HIGHWAY ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1223
422693.80
3295448.39
329+48.27
31.30' LT
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP MARKED "AST JR PLS 1988" (DOWN 0.1')
1226
423597.44
3295858.42
339+36.89
31.26' LT
FOUND SCREW AND WASHER AT TOP OF FENCE COLUMN
1229
422956.27
3295580.86
332+38.75
38.70' RT
FOUND 3-1/2 INCH DIA. BRASS CAP IN CONCRETE MARKED "USGS"
1242
422279.92
3295477.47
325+37.74
28.78' RT
FOUND 5/8 INCH DIA. IRON ROD
1243
422689.31
3295507.93
329+48.26
28.41' RT
FOUND 1/2 INCH DIA. IRON ROD BENT N75W, 0.6' TIED POE PER (F)
1251
422564.92
3295487.47
328+22.69
17.34' RT
FOUND 5/8 INCH DIA. IRON ROD (DOWN 0.4') = CONTROL POINT #130 PER (1)
PARAMETRIX CONTROL TABLE
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1010
422931.40
3295085.52
3272.28
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP MARKED PARAMETRIX 1010
1012
423528.34
3295826.96
3278.83
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP MARKED PARAMETRIX 1012
1013
422409.34
3295433.02
3273.25
5/8 INCH IRON ROD WITH 1-1/2 INCH ALUMINUM CAP MARKED PARAMETRIX 1013
1017
422880.28
3295563.18
3274.16
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED PMX CONTROL
LEGEND
S29 S28
� XXXX
� XXXX
� XXXX
NC
� XXXX
Q XXXX
0 XXXX
A XXXX
XXXX
O XXXX
RM
O XXXX
o XXXX
TAX LOT
16-12-29-00-00201
PC: 93+90.50
FN=422906.61
E=3294582.26 NC
QUARTER SECTION CORNER MONUMENT (SEE
FOUND MONUMENT TABLE ON SHEET 1)
FOUND BRASS CAP MONUMENT (SEE FOUND
MONUMENT TABLE ON SHEET 1)
FOUND ALUMINUM CAP MONUMENT
(SEE FOUND MONUMENTS TABLE ON SHEET 1)
FOUND 5/8" IRON ROD WITH PLASTIC CAP (SEE
FOUND MONUMENT TABLE ON SHEET 1)
FOUND IRON ROD, NO CAP (SEE FOUND
MONUMENT TABLE ON SHEET 1)
FOUND IRON PIPE MONUMENT (SEE FOUND
MONUMENT TABLE ON SHEET 1)
PREVIOUSLY RECOVERED MONUMENT UNDER
NEW PAVEMENT, CONDITION UNKNOWN (SEE
FOUND MONUMENTS TABLE FOR DESCRIPTION
& COORDINATES PER CS 19512)
SET SURVEY CONTROL (SEE PARAMETRIX
CONTROL TABLE ON SHEET 1)
RECORD DATA PER CITED REFERENCE
SURVEY CONTROL POINT FROM CS19933
DESTROYED BY ROAD CONSTRUCTION
SET 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP
STAMPED "PARAMETRIX R/W"
SET 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP
STAMPED "PARAMETRIX R/W RM" (REFERENCE
MONUMENT)
CALCULATED RIGHT-OF-WAY POINT (NOTHING
SET)
PT. 94+90.50
N=422906.56
E=3294682.26
TAX LOT
16-12-28-00-00306
C4 L=100.00'
94i00 S29 S28-��95+00
HELD QUARTER CORNER
MONUMENT AS NICHOLS
MARKET ROAD P.I.
STA. 94+40.50
HELD FOR R/W
LINE PER (B)
DESTROYED
( ) RECORD DATA PER CITED REFERENCE
(SEE SHEET 2)
( )* MEASURED OR COMPUTED DATA SAME AS
RECORD
OBRH OLD BEND-REDMOND HIGHWAY
OCRR OREGON CORNER RESTORATION RECORD
P.I. POINT OF INTERSECTION
P.C. POINT OF CURVATURE
P.T. POINT OF TANGENCY
ROAD RIGHT-OF-WAY LINE
CENTERLINE ROAD RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
EXISTING ROAD RIGHT-OF-WAY
RIGHT-OF-WAY DEDICATION (PER D1)
RIGHT-OF-WAY DEDICATION (PER D2)
*SEE SHEET 2
290.30'��g)
(S80 39'5 � 290 31'(D1i*
1280
STA 98+69.98 /
OFF. 30.00' LT
NC / '"
S89'57'17"W o
0 30.73' (B)* 1010 M
98+00 (11280-#1288] 99+00 - 100+00
� �- - -
o TUMALO ROAD
0
(NICHOLS MARKET ROAD) CD
CENTERLINE OF TUMALO
ROAD (NICHOLS MARKET
ROAD) ALIGNMENT
TAX LOT
16-12-28-CO-04400
HELD FOR R/W
LINE PER (B)
• 1 7
FOR THE DESCHUTES COUNTY ROAD DEPARTMENT 1226
OLD BEND-REDMOND HIGHWAY AND TUMALO ROAD INTERSECTION ���
o`er STA 339+50
LOCATED IN THE NORTHWEST ONE -QUARTER NW1/4 AND THE SOUTHWEST ONE -QUARTER SW1/4 ��� N=423593.56
o x� E=3295892.09
OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, oti 4
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON a000.
MAY 2021 1012 -100
FOUND RIGHT-OF-WAY MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1280
422936.79
3295061.72
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED BECON
1281
422983.93
3295348.20
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED BECON
1282
423042.83
3295404.65
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED BECON
1283
423127.33
3295435.69
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED BECON
1284
423266.21
3295543.49
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED BECON
1285
423355.83
3295673.77
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED BECON
1286
423499.33
3295804.79
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED BECON
1287
423597.40
3295859.85
FOUND BRASS PLUG AT TOP OF BRICK FENCE COLUMN STAMPED BECON
1288
422936.70
3295030.97
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED BECON
TAX LOT
16-12-28-00-00305
RIGHT-OF-WAY DEDICATION
(PER D1)
1
�10
SCALE
50 0 25 50 100
( FEET )
1 INCH = 50 FEET
`�� P.T. TURNOUT C3 (OBRH ALIGNMENT)
281 �° STA. 332+31.99 BEARS N86'14'45"E
/912.60' FROM QUARTER CORNER #1220
i i i i i i i/ N=422966.28
RIGHT-OF-WAY MAP
0'
I
�, 1286
STA. 338+25.13
OFF. 30.00' LT
00
hx
/
00 `p1
�o•
Oro /
00
i
TAX LOT
16-12-28-00-00309
/
00
ox
REGISTERED
PROFESSIONAL
AND SU54EYOR
xoo /
hti hti ^h
N
htihti ��
S
�1
0
o�
boo �O
40
m�
Q
Ov
/ TAX LOT
16-12-28-00-00301
i
h"x P.T. (OBRH ALIGNMENT)
STA. 332+97.00
N=423024.31
E=3295572.14
v 1016
30.00,
P.C. TURNOUT C3 (MMALO RD ALIGNMENT) i 30.E 1229
STA 102+59.96 BEARS N8T57'17"E �'
819.46TROM QUARTER CORNER 11220 ,,�oe� I = HEIR FOR P.I.
N=422907.17 v NI PCHOLS MARKET
E=3295451.72 Ca 332+00 �� ROAD (A)
S8T57'17"W 389.98'(D1,B)*
101+00 102+00
N8T57'17"E 2639.5O'[#1220-#1174](A)* I
BASIS OF BEARINGS o
(N8T57'17"E 2639.47')(B) �
P.C. TURNOUT C3 (TUMALO RD
ALIGNMENT) STA. 102+48.17 BEARS
N8T57'17"E 807.67' FROM
QUARTER CORNER J1220
RIGHT-OF-WAY DEDICATION N=422907.16
(PER D2) E=3295439.93
*SEE SHEET 2 X X X X
E=3295542.90
*0
� o
CD N
103+00CD 1p
�� CD 0 104+00 �
vi
� c
331+00
I
0
0
M
STA 103+27.76 (TUMALO ROAD)
= STA 331 +68.46 (OBRH)
CENTERLINE OF OLD - O R E� O N
BEND-REDMOND JULY 20, 2009
HIGHWAY ALIGNMENT S C O TT C. B O L D U C
79288
EXPIRES: 12/31 /2021
CURVE TABLE (MEASURED)
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD DIRECTION
C1(A)(D1)*
312.90'
716.20'
25'01'55"
310.42'
S16'49'23"W
C2(A)(D1)*
114.87'
100.00'
65'48'58"
108.66'
N57'02'47"E
C3(A)(D2)*
107.84'
60.00'
102'58'55"
93.90'
N38'33'16"W
C4(A)*
100.00'
39557.50'
O'08'41"
100.00'
S89'58'23"E
C5(D1)*
178.57'
290.00'
35'16'49"
175.76'
N37'49'21"E
178.56'(B)
290.00'(B)*
35'16'44"(B)
175.76'(B)*
S37'49'22"W(B)
C6(D1)*
196.06'
430.00'
26'07'25"
194.36'
N42'24'03"E
196.05'(B)
430.00'(B)*
26'07'22"(B)
194.36'(B)*
S42'24'04"W(B)
C7(A)(D1)*
67.73'
746.20'
5'12'02"
67.71'
S26'44'19"W
67.73'(B)*
746.20'(B)*
5'12'03"(B)
67.71'(B)*
S26'44'19"W(B)*
C8(A)(D1)*
80.41'
70.00'
65'48'58"
76.06'
S57'02'47"W
80.41'(B)*
70.00'(B)*
65'48'55"(B)
76.06'(B)*
S57'02'47"W(B)*
� S 2o5ts
DESCHUTES COUNTY SURVEYOR
FILED � zo�.f ove
BY: l�vn�lGl
SEE SHEET 3
P.T. TURNOUT C3 (OBRH ALIGNMENT)
TAX LOT STA. 332+31.99 BEARS N86'14457E
16-12-28-00-00305 IIGW-OF-WAY DEDICATION 912.60I FROM QUARTER CORNER #1220 ,
(PER D t 1 //////
i E=3295542.90 /
66.28
*SEE SHEET 1
E=3295451.72 / 332+00
�00
lb o TUMALO ROAD
(NICHOLS MARKET ROAD) M 103+00 Cti
100+00 _ _ 101 + 00 _ 1 102+00 ��
N8T57'17'E 2639.50'[#1220-#1174](A)* '
$ BASIS OF BEARINGS o,
M 200 RM (N89'S7'17'E 2639.47')(B)N8T57'17'E 149.94(D2)* M
o
CENTERLINE OF TUMALO Qp
3000 P.C. TURNOUT C3 (TUMALO RD �o ��
( STA. 100+98.22 P.C.
ALIGNMENT) STA. 102+48.17 BEARS s�
ROAD NICHOLS MARKET OFF. 30.00' � SEE DETAIL •
ROAD) ALIGNMENT 2-A c�? �N89'S7'17'E 807.67' FROM r'
�o QUARTER CORNER #1220
moo N=422907.16
o, \ E=3295439.93 i
XXXX
200 SET REFERENCE MONUMENT 30.Qp,
N78'03'29'E 2.00' FROM
300 RM ACTUAL R/W ANGLE POINT 9
DETAIL 2-A
SCALE: 1" = 5' N RIGHT-OF-WAY DEDICATION
(PER D2)
o I
/ TUMALO ROAD \
(NICHOLS MARKET ROAD)
o^
2000 RM N RC1
N00'04'21'W 0�---- ------
2.00'-_ �o
x x x-
3000 C12
STA. 100+98.22
OFF. 30.00, RT
TAXLOT
16-12-28-CO-04400
DETAIL 2-B
SCALE: 1" = 5' N
%�:� ��:,TAXLOT
1330-0-21
REFERENCE LINE CALCULATED
2.00' FROM, AND PARALLEL WITH,
ACTUAL RIGHT-OF-WAY LINE DUE
TO NEW FENCE LINE LOCATION
TAX LOT
16-12-28-CO-04400
CURVE TABLE (MEASURED)
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD DIRECTION
C1(A)(D1)*
312.90'
716.20'
25'01'55n
310.42'
S16'49'23"W
C2(A)(D1)*
114.87'
100.00'
65'48'58"
108.66'
N57'02'47"E
C3(A)(D2)*
107.84'
60.00'
102'58'55"
93.90,
N38'33'16"W
C9(A)(D2)*
53.92'
30.00'
102'58'55"
46.95'
S38'33'161
C10(A)(D2)*
112.39'
746.20'
8'37'46"
112.28'
S08'37'18"W
C11(D2)*
328.97'
1160.00'
16'14'56"
327.87'
NO3'49'03"W
C12(D2)*
109.02'
80.00'
78'04'35"
100.77'
N50'58'48"W
RIGHT-OF-WAY REFERENCE LINE DIMENSIONS
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
LONG CHORD
RC1
111.82
82.00
078'07'51"
N51'00'26"W 103.35'
LINE TABLE
LINE NO.
LENGTH
DIRECTION
RL1
156.63
N 11'56'31 "W
1016
3000,
30,00,
0
0
M
RIGHT-OF-WAY MAP
FOR THE DESCHUTES COUNTY ROAD DEPARTMENT
OLD BEND-REDMOND HIGHWAY AND TUMALO ROAD INTERSECTION
LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE SOUTHWEST ONE -QUARTER (SW1/4)
OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
MAY 2021
0
M NARRATIVE
'331 +00/ ' STA 103+27.76 (TUMALO ROAD)
= STA 331+68.46 (OBRH)
' 30 00, P.T. TURNOUT C4 (OBRH ALIGNMENT) STA.
330+91.97 BEARS SUI1'47'E 869.24'
FROM QUARTER CORNER #1220
N=422833.73
E=3295498.45
CENTERLINE OF OLD
od330+00 ( END-REDMOND HIGHWAY
* OBRH) ALIGNMENT
P.C. (OBRH ALIGNMENT)
STA. 329+84.10
} N=422727.18
1223 Q E=3295482.30
NC 1243
=
z
SEE DETAIL o I
2-B RM in Z
200 TAX LOT
00 j o � 16-12-28-CO-00600
rnLu
o
Mlz C
lY
W
N m
J
_ o
o I
i NC
M 1251
+
N
d. M
N
30.00' 30.00'
I
0
� I
1013
o I
200 M
STA. 325+86.76
OFF. 30.00' LT
GLACIER VIEW ROAD
1
NC
1242
STA: 323+00
N=422045.01
E=3295430.92
THE PURPOSE OF THIS SURVEY IS TO RETRACE THE RIGHT-OF-WAY DEDICATION AREA DESCRIBED IN
INSTRUMENT NO. 2020-33627 (D1) AND MONUMENTED PER COUNTY SURVEY NO. 20378 (B), ALONG
WITH MONUMENTING THE RIGHT-OF-WAY DEDICATION AREA DESCRIBED IN INSTRUMENT NO.
2020-38575 (D2).
RECOVERED MONUMENTS FROM COUNTY SURVEY NO. 20378 (B) WERE FOUND TO FIT WELL WITH
DIMENSIONS SHOWN IN INSTRUMENT NO. 2020-33627 (D1) AND COUNTY SURVEY NO. 20378 (B), AND
THEREFORE ACCEPTED. SLIGHT ROUNDING ERRORS BETWEEN CALCULATED DIMENSIONS SHOWN IN
INSTRUMENT NO. 2020-33627 (D1) AND COUNTY SURVEY NO. 20378 (B) WERE DEEMED INSIGNIFICANT
FOR THE PURPOSES OF THIS SURVEY.
BEARINGS AND CENTERLINE ROAD STATIONING ARE BASED ON THAT CONTROL, RECOVERY AND
RETRACEMENT SURVEY FOR DESCHUTES COUNTY ROAD DEPARTMENT, RECORDED AS COUNTY
SURVEY NO. 19933 IN THE DESCHUTES COUNTY SURVEYOR'S OFFICE [REFERENCE (A)] .
COORDINATES ARE BASED ON CENTRAL OREGON COORDINATE SYSTEM (COCS) VALUES.
LEGEND
S29 S28
QUARTER SECTION CORNER MONUMENT (SEE
FOUND MONUMENT TABLE ON THIS SHEET)
XXXX
FOUND BRASS CAP MONUMENT (SEE FOUND
MONUMENT TABLE ON THIS SHEET)
XXXX
FOUND ALUMINUM CAP MONUMENT
(SEE FOUND MONUMENTS TABLE ON THIS
SHEET)
XXXX
FOUND 5/8" IRON ROD WITH PLASTIC CAP (SEE
FOUND MONUMENT TABLE ON THIS SHEET)
NC
XXXX
FOUND IRON ROD, NO CAP (SEE FOUND
MONUMENT TABLE ON THIS SHEET)
Q XXXX
FOUND IRON PIPE MONUMENT (SEE FOUND
MONUMENT TABLE ON THIS SHEET)
Q XXXX
PREVIOUSLY RECOVERED MONUMENT UNDER
NEW PAVEMENT, CONDITION UNKNOWN (SEE
FOUND MONUMENTS TABLE FOR DESCRIPTION
& COORDINATES PER CS 19512)
0 XXXX
SET SURVEY CONTROL (SEE PARAMETRIX
CONTROL TABLE ON THIS SHEET)
RECORD DATA PER CITED REFERENCE
XXXX
SURVEY CONTROL POINT FROM CS19933
DESTROYED BY ROAD CONSTRUCTION
O XXXX SET 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP
STAMPED "PARAMETRIX R/W"
RM
O Fx _xx_ XKI SET 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP
STAMPED "PARAMETRIX R/W RM" (REFERENCE
MONUMENT)
o XXXX CALCULATED RIGHT-OF-WAY POINT (NOTHING
SET)
DESCHUTES COUNTY SURVEYOR
Fl�ED 511 8Aoz/ BY: bviikt!
SURVEY REFERENCES
(A) CONTROL, RECOVERY AND RETRACEMENT SURVEY BY PARAMETRIX FOR THE
DESCHUTES COUNTY ROAD DEPARTMENT, FILED JUNE 5, 2019 AS COUNTY
SURVEY NO. 19933 IN THE DESCHUTES COUNTY SURVEYORS OFFICE.
(B) RECORD OF SURVEY BY BECON FILED DECEMBER 3, 2020 AS COUNTY SURVEY
NO. 20378 IN THE DESCHUTES COUNTY SURVEYORS OFFICE.
DEED REFERENCES
(D1) DEED OF DEDICATION RECORDED JULY 14, 2020 AS INSTRUMENT NO. 2020-33627,
OFFICIAL RECORDS OF DESCHUTES COUNTY, OREGON.
(D2) DEED OF DEDICATION RECORDED AUGUST 4, 2020 AS INSTRUMENT NO. 2020-38575,
OFFICIAL RECORDS OF DESCHUTES COUNTY, OREGON.
OBRH
OCRR
P.I.
P.C.
P.T.
RECORD DATA PER CITED REFERENCE
MEASURED OR COMPUTED DATA SAME AS
RECORD
OLD BEND-REDMOND HIGHWAY
OREGON CORNER RESTORATION RECORD
POINT OF INTERSECTION
POINT OF CURVATURE
POINT OF TANGENCY
ROAD RIGHT-OF-WAY LINE
CENTERLINE ROAD RIGHT-OF-WAY
APPROXIMATE PROPERTY LINE
EXISTING ROAD RIGHT-OF-WAY
RIGHT-OF-WAY DEDICATION PER (D1)
*SEE SHEET 1
RIGHT-OF-WAY DEDICATION PER (D2)
ZA��
N
SCALE
so 0 25 so goo
PARAMETRIX CALCULATED MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
3000
422877.04
3295289.93
CALCULATED RIGHT-OF-WAY MONUMENT (NOTHING SET)
3001
422813.60
3295368.30
CALCULATED RIGHT-OF-WAY MONUMENT (NOTHING SET)
3002
422660.35
3295400.71
CALCULATED RIGHT-OF-WAY MONUMENT (NOTHING SET)
( FEET )
1 INCH = 50 FEET
PARAMETRIX SET MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
2000
422879.04
3295289.93
SET 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP STAMPED "PARAMETRIX R/W RM"
2001
422814.01
3295370.26
SET 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP STAMPED "PARAMETRIX R/W RM"
2002
422660.77
3295402.67
SET 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP STAMPED "PARAMETRIX R/W RM"
2003
422333.21
3295422.54
SET 5/8" IRON ROD WITH 1-1/2 ALUMINUM CAP STAMPED "PARAMETRIX R/W"
REGISTERED
PROFESSIONAL
AND SUEVEYOR
OREGON
JULY 20, 2009
SCOTT C. BOLDUC
79288
EXPIRES: 12/31 /2021
!N
co
to"
� 20515