HomeMy WebLinkAboutSurvey 20557RECORD OF SURVEY
RIGHT OF WAY DEDICATED PER ()2 LOCATED IN A PORTION OF THE NORTH ONE-HALF OF THE SOUTHEAST ONE -QUARTER OF
SECTION 30, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN,
56 �Ns ° CITY OF REDMOND, DESCHUTES COUNTY, OREGON
w ( 64� 2 S68°5��3T"t�i� 1" IRON PIPE PER CS 01399 DATE: J U LY, 2021
1 w co - 3. 3S ' �c 22� LOT 2 z NARRATIVE
MAJOR PARTITION NO. MJP 77-9LD
IV,(3.33�2 220�3)r o cf,
^CVD N4° 34' 31 "W 31.02' (N83° 40' 121tw CS 01400 o a; THE PURPOSE OF THIS SURVEY IS TO MONUMENT LOT LINE ADJUSTMENTS APPROVED BY THE CITY OF
z • \ r6426� �,� (N4° 10' 16"W 30.99')1, 2 S83°40,12"E 400.32+)1 o REDMOND IN LAND USE FILE NUMBERS 711-21-000069-LLA, 711-21-000070-LLA, 711-21-000071-LLA, AND
Z C16 711-21-000072-LLA. THE SUBJECT PROPERTY IS LOCATED IN A PORTION OF THE NORTHWEST
3/4 IRON PIPE PER CS 01399 00
_ z z ONE -QUARTER AND NORTHEAST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 30,
v I 98.78+' (S83° �,12'w 403.58,)1 � TOWNSHIP 15 SOUTH, RANGE 13 EAST, CITY OF REDMOND, DESCHUTES COUNTY, OREGON.
j I C18/V68° 2"E 403.29' o0
C17 iS68°51 3)„�
THE BOUNDARIES OF THE SUBJECT PROPERTY WERE DETERMINED BY HOLDING FOUND MONUMENTS
r S680s?' \ -- ---,�_ "3�% 94, 304.51' " I ALONG WITH RECORD BEARINGS AND DISTANCES PER CS19429, RECORDS OF THE DESCHUTES
94J2 COUNTY SURVEYOR'S OFFICE BEING A PREVIOUS LOT LINE ADJUSTMENT SURVEY OF THE SUBJECT
F r4o28, N83o 40' 12flw -�--�
R� (N83 40� 12'� 313 75 � ��. ., PROPERTIES. SUBSEQUENT TO SAID CS19429, A RIGHT OF WAY DEDICATION TO THE CITY OF REDMOND
3,3831 2095>' Gy -- WAS RECORDED IN DOCUMENT NO.2018-5084 THAT DEDICATING RIGHT OF WAY FOR BADGER AVENUE
(2r T 314.14'} 1
C6 co"
N N
i
30' 30'
0
z
a
- i
�8)2 i OFlgiq yo S� - AND AN ADDITIONAL 20 FEET OF RIGHT OF WAY ALONG CANAL BOULEVARD. SAID DEDICATION
6 Eo��gr 8q� �j N _ BEARINGS ARE BASED ON SAID CS19429 AND CALCULATED HOLDING RECORD BEARINGS AND
9,29, op�RGFjq Cr DISTANCES PER SAID DOCUMENT NO.2018-5084. ALSO SUBSEQUENT TO CS19429 PRAIRIE CROSSING
�_� • (J2 q ��N .off i,Qp PHASE 1A PLATTED A PORTION OF THE SUBJECT PROPERTY AND FOUND MONUMENTS AND RECORD
�j rn ° �� 9s Iko r T- BEARINGS AND DISTANCES WERE HELD PER SAID PLAT.
Lo
N21 02 23 E ,o
F
rn 28.22 0
THE PROPERTY LINES WERE THEN ADJUSTED PER MY CLIENTS DIRECTION AND IN ACCORDANCE WITH
-�o -�0 SAID CITY LAND USE FILE NUMBERS. MONUMENT WERE SET AS SHOWN.
N �s ��
coy O �� 0 0&,� a � N N THE BASIS OF BEARINGS IS NORTH 89049'16" WEST ALONG THE SOUTH LINE OF TRACT G BETWEEN THE
r- N 8Qs cs� 30� SOUTHEAST CORNER OF PRAIRIE CROSSING PHASE 1A AND THE SE 1/16 CORNER OF SECTION 30 PER
w w 9'79 \ "?y O CS19429, RECORS OF THE DESCHUTES COUNTY SURVEYOR'S OFFICE.
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C'o o w w TRACT E PER 6>" Lo 0
�,� co �J� o00o LEGEND
0 0 o o DOCUMENT 2021-33525 0 a o-
�, ti �
° °
0 0 0 0 1.67 ACRES ~ ti o 0
2? o o r I oo FOUND MONUMENT AS NOTED, HELD.
� CD AFTER ADJUSTMENT � d
o � 30' Q FOUND 5/8" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "HWA" PER ()1, HELD.
\ cm
o �,� QO°00�8� o o Lr`ri, o e FOUND 5/8" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "H.A. MCCOY ENGR"
r Q �6, F "' z I o o l oo PER ()3, HELD.
w o �rAj I �o CALCULATED, NOT FOUND OR SET
m (N90 00 00 W 267.92 )1 Jr, Q SET 5/8 X 24 IRON ROD WITH A YELLOW PLASTIC CAP MARKED H.A. MCCOY ENGR .
o H N900 00' 00"W 267.92' 12.61'
W (N89° 59' 10"W 339.00')1
LiJ N89° 59' 10"W 339.00' CS COUNTY SURVEY NUMBER, DESCHUTES COUNTY SURVEY RECORDS
� w �. - �• t
a _
o / zo143.38' 165.61' 130.001 ( )1 INDICATES RECORD INFORMATION PER RECORD OF SURVEY, FILED AS CS 19429,
z (f} N N �, TRACT G PER T 08 08 2017 MCCOY.
C _ oi o o DOCUMENT 2021-33526 M ��, ( o _ � / / '
0 H o o z 4.63 ACRES r
cc O r d: ()2 INDICATES RECORD INFORMATION PER DEED OF DEDICATION, RECORDED AS
,L llqr AFTER ADJUSTMENT ^ co co DOCUMENT 2018-005084, DESCHUTES COUNTY CLERK RECORDS, 02/07/2018.
Q 3:ww m ��
o 0 o TRACT H PER I o CD ()3 INDICATES RECORD INFORMATION PER PRAIRIE CROSSING PHASE 1A, FILED AS CS
M M r ° w 20379, 12/04/2020, MCCOY.
o DOCUMENT 2021-33526 cm I o o a
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AVENUE `� ; ^ `°
en °
MEASURED CURVE TABLE
NO.
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
540.00'
196.17'
20048'50"
N58033'12"W
195.09'
C2
480.00'
174.37'
20048150"
S58°33'12"E
173.41'
C3
230.00'
68.66'
17006'17"
N81 °13'44"W
68.41'
C4
180.00'
26.42'
8024138"
N4025'27"E
26.40'
C5
480.00'
55.89
6040'15"
S72017'4411E
55.85'
C6
50.09
171.63'
196040'25"
N45°01'46"E
98.94'
C7
50.00'
138.62
158050'38"
N6305U39"E
98.3Y
C8
50.00'
33.01'
37049'46"
N34023'33"W
32.42'
C9
170.00'
62.93'
21012'32"
N10026'07"E
62.57'
z 0.94 ACRES v o o
ACTMD ADJUSTMENT I t o 0
0
N890 57' 04'W 179.85' z00
co ZO L6 �Q
N
cq cq T ^ -
ocoQ'•
co co N C> c\ N
w w
0 o
cn cn / "pQ" / O
`0, 4'
N / So,
TRACT F PER
DOCUMENT 2021-33525 o QQ� ti �QO� 0 py 1.13 ACRES
AFTER ADJUSTMENT o�-cl �4,e
o.
Al h
cb
Vt �"°� �° o,,
^ V- o
coAl
11, A. M c C Y
LOT 122 LOT 123 .� 5/8" IRON ROD WITH A Q �Q do �� i ( (p l to Z
co co
LOT 124 YELLOW PLASTIC CAP / Qe o�,�ti ��� REGISTERED ENGINEERING & SURVEYING LLC
PRAIRIE CROSSING PHASE 1A o o co
G� MARKED "H.A. MCCOY 65686LS" / ``Qom PQ� PROFESSIONAL
r PER TRIPLE RIDGE, PHASE 1 oQQ LAND SU RV YO R u80 SW LAIC ROAD svITE 201
(N89° 44' 36"W 171.05')1
z z (250.87')3 c REDMOND,_OR 97756
• (50.00') 3 250.87' o -` 4 N 89° 44' 36"W 171. d4' -�� • 25.07')2 / k w
vj z (4.99 )1 (541) 923 7554
( / (N89° 44' 36"W 87.52')1 SCALE: 1 ° = 50 OREGON
50.00 209.72 41.15 44.99 25.09' i
N89 46 1 fi W 300.87 N89 44 36 W 196.131 N89° 44' 36"W 87.82' FOR 18 x24" CANAL
SHEETS NOVEM8ER 10, 2009 PREPARED BOULEVARD LAND COMPANY LLC
(N89
BASIS OF BEARINGS ° 46 16W � �•~ ° � �� �� �\ 300.87)1, 3 (N89° 44' 36"W 196.48')1 JASON L. SIMES
83256P1_s 10444 NE VINEYARD WAY
DOCUMENT 2002-16207 SE 1/16 CORNER SEC 30, FOUND NAIL AND WASHER MARKED SO' FOR: TERREBONNE, OR 97760
CS 17879 "PLS 1652" IN TOP RAIL OF ROCK CRIB, HELD PER CS 1400 TRACT K, TRIPLE RIDGE, PHASE 1 0 25' 50' 100, EXPIRES 6/30/22
DESCHUTES COUNTY SURVEYOR
CS Z0137. FILED7 2v2.r �Y..
RECORD CURVE TABLE
NO.
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
(C11)2
Cl
540.00'
196.17'
20048'50"
S58°33'12"E
195.09'
(C4)2
C2
480.00'
174.37'
20048'50"
N58033'12"W
173.41'
(C2)3
C3
230.00'
68.66'
17006'17"
S81 °13'44"E
68.41'
01
C4
180.00'
26.42'
8024'38"
N4025'27"E
26.40'
(C18)2
C5
480.00'
55.89'
6040'15"
N72017'44"W
55.85'
(C8)2, ()l
C16
150.00'
13.89'
5018'14"
S80054'40"E
13.88'
(C6)2, ()1
C17
180.00'
38.21'
12-09149"
S74052'57"E
38.14'
01
C18
180.00,
8.16'
2035'55"
S82015'49"E
8.16'
01
C19
70.00'
102.38'
83047'53"
N41 °44'03"W
93.49'
MEASURED CURVE TABLE
NO.
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
C10
142.88'
162.56'
65011'14"
N22029'28"E
153.93'
C11
142.88'
106.66'
42046'12"
N33041'59"E
104.20'
C12
142.88'
55.90'
22025'02"
N 1 006'22"E
55.55'
C13
117.12'
55.61'
27012'10"
N23042'14"W
55.09'
C14
437.52'
157.90'
20040'43"
N47038'40"W
157.05'
C15
130.64'
25.03'
10058'43"
N63028'23"W
24.99'
C16
150.00'
13.89'
5018'14"
N81001'05"W
13.88'
C17
180.00'
38.21'
12009'49"
N75002'31 "W
38.14'
C18
180.00'
8.00'
2032'46"
N82023'49"W
8.00'
C19
70.00'
102.24'
83041'02"
N41 °49'41 "W
93.39'
Dn"