HomeMy WebLinkAboutSurvey 21394SEE SHEET 3
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pr)RECORD OF SURVEY
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DESCHUTE COUNTY SURVEYOR
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L pr 18 15, AND THE NORTHWEST 1/4
- -- _- -- „ARKS PLACE
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LOT 4 OF SECT! ON 22, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
136 Co 0 o CITY OF BEND, DESCHUTES COUNTY, OREGON
22.38' Z vv T134
(22.38')R8 35 133 AUGUST 22, 2024
LOT 20 16.18' 40.00' 40.00' N89'49'11 "E 10.00'
(16.17')R8 137 0 1 (N89'42'12"E)Rl1
PREPARED FOR �-� (N89'42'05"E 10.00')R15
PAHLISCH HOMES o
210 SW WILSON AVENUE, #100 n ; o
BEND, OR 97702 rn o
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zSHEET INDEX
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1. SOUTHERN PORTION OF 18TH STREET AND WESTERN PORTION OF YEOMAN ROAD
LOT 21 z ¢ 2. EASTERN PORTION OF YEOMAN ROAD, CONTROL AND MONUMENT TABLES
cq LO 3. NORTHERN PORTION OF 18TH STREET, BASIS OF BEARING/HORIZONTAL DATUM
R/DG� � o N N NOTE, REFERENCES, AND NARRATIVE
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PARCEL 3 -.3
LOT 22 ARnnON PLAT Z00,
71.20' P IN
2014 Zpp64
(N89'00'26"E)R1 (N89'51'22"E)R2 (S89'56'44"E)R5 (71.19')R6 (N89'00'26"E 1315.67')R1 (N89'51'22"E 1315.59')R2 (N89'32'45"E)R3,R4 (S89'58'27"E 1315.32')R5
/ (N89'51'24"E)R6 (N89'51'24"E)R7� (N89'47'58"E)R8 41.7 1.73' o (71.18 )R7 yy 1�16TM pZ (N89'50'42"E 1315.47')R6,R16 (N89'44'18"W 1315.33')R9 (N89'47'19"E 1315.26')R18
(N89 47 58 E 881.30 )R10 (41.72' R8 ^ (71.20 )R8,R11 N89 50 42 E 1315.49 ,
N89 51 30 E 881.15 SECTION 15 ( ) 121 235.32 (235.20 )R9,R11 124 660.08
31.37' f 31.37'
(31.37') (31.37')
R10,R14 R10,R14
�IEASTVIEW
DRIVE
1
SCALE: 1 "= 60 FEET
1!!!%%iii
60 0 12 30 60
-- -- -- -------
SECTION 22 % 1 1120 123
POC 76+86.36 O
C9 L=4197' 001 0 11 +00 12+00 13+00 14+00 15+00 16+00
CENTERLINE/CENTERLINEINTERSECTION 76+44.38/10+00 �� N89'S1'30"E o N00'09'18"W 80.00' (N00'07'29"W 80.00')R5 (N00'04'06"W 80.04')R6 N89'50'42"E
NORTHING=399055.34 83.91 o i (N00'03'29"W 80.02')R7 (N00'03'29"W 80.02')R17 12)x
EASTING=3301122.47 00 11
^�o 7-1170 11845.2 116 101.82' 115 118.09, 122 307.90' 103
0 4000, (44.83 )R19 (102.06 )R17,R19 (117.95 )R17
h� S C7 L=32.07' r
00' 119 (L-32.02 )R19 2 003 23701 LA VA
INST.
LOT 8
2 OF L Of 1
Co
pARCELoN PLAT 2p13-5
^N �o PAR
OT 7 LEGEND
x
�h �� 2 �,•h"� LOT 6 SET AKS CONTROL; SEE CONTROL AND MONUMENT TABLES, SHEET 2
PARCEL 1 0 FOUND MONUMENT; SEE CONTROL AND MONUMENT TABLE, SHEET 2
r 1996-14
PAO ON PLAT � 5 so � WAY LOT 5 ,-�
RCRESS OO FOUND 5/8" IR W/YPC INSCRIBED "W&H PACIFIC": PER R10• HELD FOR NOR
NORTH
818.41' (818.56')R10
i
PC 73+60.27
NORTHING=398808.53
-WA
„ti �oTE S
_; � ! rOWNyOME LOT 4 LINE OF SECTION 22 '
moo. FOUND 5/8" IR W/ALC DC; PER R10; HELD FOR NORTH LINE OF SECTION 22
,� 127
o° � LOT 3
N56'49'26"W 10.00'\ LOT 2
(N56 50 06 W 10.00 )R19
(N56'49'23W")R12 1
LOT
EASTING=3300984.77
ti • AZ Of 27
moo• °O � / 1 ��` L
10
Xv
Lar 26
olf) ANGO C
EMpIRE AND l/l 132 .►moo pNASE TWO
PHASES
Or ,g �
129 LOT 25
LOT 18 x°o 12 °oo ti
L 1� V
x 130 0 1
$10 pO. , 3 „�o•oo*.�
0, i 4� LARKSPUR
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ox� 0� ����`� AV E N U E
Q � LpT24
NORTHING=398559.71 131
EASTING=3300780.87
LOT 28
,C5 L=90.28'
(L=90.21')R7,R12
q117lZo7 y
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS:12/31/25
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
800.00'
23'21'16"
326.09'
N27039'20"E 323.84'
R6
800.00'
23'21'18"
326.10'
N27039'1 A 323.84'
R7
800.00'
23'21'02"
326.04'
N27039'18"E 323.78'
C2
800.00'
16@03'12"
224.15'
N07057'06"E 223.41'
R6
800.00'
16'03'10"
224.14'
N07056'56"E 223.41'
R7
800.00'
16"03'10"
224.14'
N07057'12"E 223.41'
R8
800.00'
16'03'12"
224.15'
N0705339"E 223.41'
R11
800.00'
N07'50'34"E 223.35'
C3
760.00'
22'28'51"
298.20'
N28005'32"E 296.29'
R7
760.00'
22005'30"
298.15'
N28'05'30"E 296.24'
C4
760.00'
16'55'37"
224.53'
N08'23'18"E 223.71"
R8
760.00'
16055'35"
224.52'
N08"19'44"E 224.71'
C5
840.00'
6009'28"
90.28'
N36'15'14"E 90.23'
R7,R12
840.00'
6-09'12"
90.21'
N36'15'13"E 90.17'
C6
850.00'
10'20'06"
153.327
N28000'27"E 153.11'
R19
850.00'
10'20'08"
153.30'
C7
850.00'
2009'42"
32.07'
N21045'33"E 32.07'
R19
850.00'
2'09'29"
32.02'
N21045'03"E 32.01'
C8
800.00'
20020'54"
284.12'
N29009'31 "E 282.62'
C9
800.00'
3'00'22"
41.97'
N17'28'53"E 41.97'
YEOMAN ROAD
17+00
R/DGE.�
56
18+00
i
105
135.77' �'
30.00' 30.00,
(135.87')R16
(30.00') (30.00')
1 PHASE 5"
R16 R16
W
LOr 155
a
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W
lxIM
�N
Lu
ABBREVIATIONS
SHEET 1 OF 3
N
o
O
W
W
0
O
w
W
100
411.42'
(411.42')R16
LOr 154 LOT 153
W/YPC WITH A YELLOW PLASTIC CAP
W/RPC WITH A RED PLASTIC CAP
W/ALC WITH A 2" ALUMINUM CAP
IR IRON ROD
DC ILLEGIBLE DAMAGED CAP
PC RIGHT-OF-WAY POINT OF CURVATURE
PT RIGHT-OF-WAY POINT OF TANGENCY
POC POINT ON CURVE
INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
IV
w
r
t
CS 21394
CS 2 13'9 4
LOCATED IN
OF SECTION
QUAIL p
PHASE /
RECORD OF SURVEY
PRE -CONSTRUCTION
THE SOUTHWEST 1/4 OF SECTION 15, AND THE NORTHWEST 1/4
22, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST 22, 2024
i zoj�
LOT 34
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RNIN= AR -
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,BOULpER WOE
PHASE Ovro
LOT 1.3
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LOT 14
00
w
LpT15 coco
00 00
v
co
LOT 16 m -co
c6 go
v
244
LOT 17
0o
Of
U-)Lo
LOT
18
22.38'—
(22.38')R8
LOT 20
16.18'---/
(16.17')R8
S
�—BRIGHTWATER
DRIVE
A41 o i LOT 8
Lo
co
142
�138
i LOT 9
c
0
00
LOT 10
t
CANAL VIEW
t
PHASE F/�E
LOT 11
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t )X4
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LOT 12
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CN
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3:Zzz LOT,?I- o v v
00 + i
T Go
i ARK'S pLAC�
40.00 50.00
LOT
0
0
01 corn
Lri
�co
cn
i ozz
MM LOT
n
36 ^ � 133 1o76 134
135 t
aza-'
137 LN8949'11*E 10.00'
o (N89-42'1 2"E)Rl 1
+ (N89042'05"E 10.00')R15
PARCEL AT D01-.�
PAR1I ON PL
EE SH EET 1
SHEET 3 OF 3
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
FDIESCHUTES COU��vY: coR/
1,o;?,51ZJ2_V
S
BASIS OF BEARINGS/HORIZONTAL DATUM
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COGS), DERIVED FROM THE OREGON
REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION.
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO LOCATE AND PERPETUATE EXISTING SURVEY MONUMENTS PURSUANT TO ORS 209.155, AND TO ESTABLISH PORTIONS OF THE RIGHT-OF-WAY LINES OF NE 18TH STREET AND YEOMAN ROAD.
FIELD WORK WAS COMPLETED NOVEMBER 2021, AND REVISITED AUGUST 22, 2024.
CENTERLINE STATIONING ALONG NE 18TH STREET WAS HELD FROM COUNTY SURVEY 12356 (R6). CENTERLINE STATIONING ALONG YEOMAN ROAD WAS ASSUMED.
THE POR11ON OF THE 80.00 FOOT RIGHT-OF-WAY OF 18TH STREET WITHIN SECTION 22 WAS CREATED BY INSTRUMENT NUMBER 1994-15909, DESCHUTES COUNTY OFFICIAL RECORDS. THE EAST RIGHT-OF-WAY LINE OF THIS PORTION WAS
ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 117, AND 129-131, AND BY HOLDING RECORD RADII PER SAID INSTRUMENT NUMBER 1994-15909. THE FOUND MONUMENT AT 127 WAS HELD AS A 1.00 FOOT OFFSET TO SAID
RIGHT-OF-WAY LINE. THE CENTERLINE OF SAID PORTION OF 18TH STREET WAS ESTABLISHED TO BE PARALLEL WITH AND 40.00 FEET WESTERLY FROM SAID EAST RIGHT-OF-WAY LINE. THE WEST RIGHT-OF-WAY LINE OF THIS PORTION OF 18TH
STREET WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT 121 AND BY HOLDING A LINE PARALLEL WITH AND 80.00 FEET WESTERLY FROM SAID EAST RIGHT-OF-WAY LINE. AN ADDITIONAL 10.00 FEET OF RIGHT -OF WAY WAS DEDICATED
ALONG THE EAST RIGHT-OF-WAY LINE PER "WATERCRESS WAY TOWNHOMES". THIS PORTION OF RIGHT-OF-WAY LINE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 118 AND 119, AND BY HOLDING A LINE PARALLEL WITH AND
10.00 FEET EASTERLY OF SAID EAST 40.00 FOOT EAST RIGHT-OF-WAY LINE.
THE PORTION OF THE RIGHT-OF-WAY OF 18TH STREET WITHIN SECTION 15 WAS CREATED BY INSTRUMENT NUMBERS 1994-27900 AND 1994-27901, DESCHUTES COUNTY OFFICIAL RECORDS. THE EAST RIGHT-OF-WAY LINE OF THIS PORTION OF
18TH STREET, BEING CONTIGUOUS WITH THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15 WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 120 AND 133. THE WEST RIGHT-OF-WAY LINE OF
THIS POR11ON OF 18TH STREET WAS ESTABLISHED BY_ HOLDING THE FOUND MONUMENTS AT 121, 135-138, AND 242-244, AND BY HOLDING RECORD RADII PER SAID INSTRUMENT NUMBER 1994-27900. THE CENTERLINE OF SAID PORTION OF
18TH STREET WAS ESTABLISHED TO BE PARALLEL WITH AND 40.00 FEET EASTERLY FROM SAID WEST RIGHT-OF-WAY LINE, WITH ITS TANGENT SECTION ALSO BEING PARALLEL WITH AND 40.00 FEET WESTERLY OF SAID EAST LINE OF THE
SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER. AN ADDITIONAL 10.00 FEET WAS DEDICATED ALONG THE EAST RIGHT-OF-WAY LINE PER "CANAL VIEW, PHASE FIVE" (R13), AND "ARK'S PLACE" (R15). THIS PORTION OF RIGHT-OF-WAY LINE
WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 134 AND 142, AND BY HOLDING A LINE PARALLEL WITH AND 10.00 FEET EASTERLY OF SAID EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER.
THE 80.00 FOOT WIDE RIGHT-OF-WAY OF YEOMAN ROAD WAS CREATED BY INSTRUMENT NUMBERS 1990-11522 AND 1990-13078, DESCHUTES COUNTY OFFICIAL RECORDS. THE NORTH LINE OF YEOMAN ROAD BEING CONTIGUOUS WITH THE NORTH
LINE OF SEC11ON 22 WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 106, 108, 110, 120, 121, 123, AND THE FOUND MONUMENTS PER "BOULDER RIDGE, PHASE TWO" (R10). THE CENTERLINE OF SAID YEOMAN ROAD WAS ESTABLISHED
BY HOLDING A LINE PARALLEL WITH AND 40.00 FEET SOUTHERLY OF SAID NORTH RIGHT-OF-WAY LINE. THE SOUTH RIGHT-OF-WAY LINE OF SAID YEOMAN ROAD WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 100, 103, 105,
116-118, AND 153, AND BY HOLDING A LINE PARALLEL WITH AND 80.00 FEET SOUTHERLY OF SAID NORTH RIGHT-OF-WAY LINE. THE PORTION OF YEOMAN ROAD LYING WEST OF THE WEST RIGHT-OF-WAY LINE OF 18TH STREET WAS VACATED
BY INSTRUMENT NUMBER 1995-41626, DESCHUTES COUNTY OFFICIAL RECORDS.
LEGEND
z
0
SET AKS CONTROL; SEE CONTROL AND MONUMENT TABLES, SHEET 2
FOUND MONUMENT; SEE CONTROL AND MONUMENT TABLE, SHEET 2
1
SCALE: 1 "= 60 FEET
1!!!!w%iii
60 0 12 30 60
REFERENCES
( )R1 RECORD INFORMATION PER SURVEY, BY GEORGE J. COOK, DATED APRIL 9, 1969, AND FILED AS COUNTY SURVEY 02408.
( )R2 RECORD INFORMATION PER SURVEY, BY GEORGE J. COOK, DATED MARCH 31. 1976, AND FILED AS COUNTY SURVEY 02409.
( )R3 RECORD INFORMATION PER SURVEY, BY BRUCE WM. A. ROGERS, DATED JUNE 6, 1968, AND FILED AS COUNTY SURVEY 02424.
{ )R4 RECORD INFORMATION PER SURVEY, BY AUBREY E. PERRY, DATED NOVEMBER 9, 1976, AND FILED AS COUNTY SURVEY 02425.
{ )R5 RECORD INFORMATION PER PARTITION PLAT NO. 1994-1, BY RUSSELL M. KARL, JR., FILED JANUARY 13, 1994, AS COUNTY SURVEY 11723.
{ )R6 RECORD INFORMATION PER SURVEY, BY PETER A. MANLEY, FILED OCTOBER 18, 1995, AS COUNTY SURVEY 12356.
( )R7 RECORD INFORMATION PER PARTITION PLAT NO. 1996-14, BY TODD F. NEARY, FILED APRIL 8, 1996, AS COUNTY SURVEY 12548.
( )R8 RECORD INFORMATION PER "BOULDER RIDGE, PHASE ONE", BY LYNN J. BRUNO, FILED FEBRUARY 13, 1997, AS COUNTY SURVEY 12825.
( )R9 RECORD INFORMATION PER SURVEY, BY RICHARD L BRYANT, FILED NOVEMBER 4, 1998, AS COUNTY SURVEY 13447.
( )R10 RECORD INFORMATION PER "BOULDER RIDGE, PHASE TWO", BY BRIAN W. REEVES, FILED APRIL 27, 2000, AS COUNTY SURVEY 14016.
( )R11 RECORD INFORMATION PER PARTITION PLAT NO. 2001-3, BY RICHARD L. BRYANT, FILED JANUARY 1, 2001, AS COUNTY SURVEY 14346.
( )R12 RECORD INFORMATION PER "TERRANGO CROSSINGS PHASE TWO", BY DOYLE R. GIWLAND, FILED MARCH 11, 2002 AS COUNTY SURVEY 14878.
( )R13 RECORD INFORMATION PER "CANAL VIEW, PHASE FIVE", BY BRIAN W. REEVES, FILED MARCH 19, 2002, AS COUNTY SURVEY 14888.
( )R14 RECORD INFORMATION PER "EMPIRE VILLAGE, PHASES I, II, AND III", BY PETER A. MANLEY, FILED SEPTEMBER 11, 2002, AS COUNTY SURVEY 15088.
( )R15 RECORD INFORMATION PER "ARKS PLACE", BY LINDA LEE MILLER, FILED NOVEMBER 23, 2004, AS COUNTY SURVEY 16170.
( )R16 RECORD INFORMATION PER "LAVA RIDGES, PHASE 5", BY PETER A. MANLEY, FILED JUNE 14, 2005, AS COUNTY SURVEY 16457.
( )R17 RECORD INFORMA11ON PER PARTITION PLAT NO. 2013-5, BY KEVIN JAMES BLAKLEY, FILED APRIL 23, 2013, AS COUNTY SURVEY 18513.
( )R18 RECORD INFORMATION PER PARTITION PLAT NO. 2017-24, BY DANIEL T. BURTON, FILED SEPTEMBER 28, 2017, AS COUNTY SURVEY 19468.
)R19 RECORD INFORMATION PER "WATERCRESS WAY TOWNHOMES", BY KEVIN JAMES BLAKLEY, FILED SEPTEMBER 29, 2021, AS COUNTY SURVEY 20621.
'I1/7/2oz (/
REGISTERED
PROFESSIONAL
11
JOB NAME:
18TH &YEOMAN
LAND SURVEYOR
JOB NUMBER:
6777
OREGON
DRAWN BY:
JAC
MAY it, 2021
JACOB ALIEN CARSON
CHECKED BY
MSK
94570PLS
RENEWS:12 25
DRAWING NO.:
6777 18TH ROS
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS—ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 2 13'9 4