HomeMy WebLinkAboutSurvey 204120
n
30'
h
w
hcn
MAP OF SURVEY
LOCATED IN A PORTION OF PARCEL 1 OF PARTITION PLAT N0. 2001-55 WITHIN THE SE1/4 OF
THE NE1/4 OF SECTION 20, T15S, R13E, W.M., CITY OF REDMOND, DESCHUTES COUNTY, OREGON
30' (N89°34'S7"E N 252.27)R2
(N89'26'20"E N 252.19)R1
�- N89'34'57"E 252.27
N89'34 57 E �N89*34'57"E N89'34 57 E N89°34 57 E N89'34 57 E N89'34 57 E N89'34 57 E
44.86 28.08 7 28.08 28.08 28.08 28.08 28.08
FD. UP 1.5'
N89'34'57"E
38.90
�I �61 (6I (6 ;
21 zl ZI zl zi zl zl z
o
0
0
�I :....;�.�U
I......; I o
N1 ... .LO N1 ... NI ......: N N N °
OI of OI ; OI O1 0l of O
Z : O : Z o of O1 ( N
zl I zl z z z
1 28.08 1 28.08 1 28.08 1 28.08 1 28.08 1 28.08 1 38.42
C3 _ _ --0- L 1 1 N89'42' 18 "E 1 N89'42' 18 "E N89.42' 18 "E N89'42' 18 "E 1 N89'42' 18 "E N89.42' 18 "E N89'42' 18 "E
I -° „ --4- -O- " N N89-'4{2' 118 "E N89.42' 11 E" N 72. 04
1 V N89 42 18 E N89 42 18 E 72.73
34.70 1 ( 45.63 I k
�' oN of low : ..............:
lo
�d Lo
p O
V ; : O10 OI Z z ....... �N
z z z 1 LO
N89'56'21 "E N 72.02 °p
N89'S4'20 "E N 87.88 - - N89°54'20 "E N 72.73- _ - -- - - - - - - - - -- to o CS
� W NNN
--:---------- Ls �L3 o 00 (o°Q °pt� l
rn �v off) z Ion : 00o v�ww
:00p1 N I : ; 04 Morn O
U �"
N o � Z N cn o 0 0
`
�: N89S420E N 78.2-
L7� v ''"4 L8 -N89'S6'21 "E 72.01
------------ o000
N895420 E N 83.60 ---------
N89'54'20 "E N 69.24 k L 14 : con
----------- L9� �L5 01 Z l�oo can�
00 3
00 lV o
C � 1000 : 000
:00o p IpN NO
O O
oN L10 , :Nzl o z-_N89_56'21"E_ 71.99
z : N89'54'20 "E N 80.29 - - N89°54 20 E N 73.23- ; o
-------------- 3 z I�Oo CO°n
�I� :........ �1 o Ion : 000
O
dpp �l�o :I�O1
�olon :noi oo z N89'56'21"E N 71.98 : cn
od d o C) :..............:�r of z-------:----- __
1 I L13 "
�i- 1
N89'54'50 "E N 80.28 N89'54'50 "E N 73.23 "n
N89 54 50 E N 75.98 l o o
:........................: b
SCALE 1 " = 30'
I
N00°05' 10 "W
0.49
DETAIL 'A' NO SCALE
&ct(jr)
rn o 00
0o0p�i
rn
0o
:..............:
00 0 0 00
0o Iu.)
N
n-
l
`� - N89'54'50 "E N 71.96
----------
"'�NLO
oolo
;
col
NN
2
o
Z
olo :
z Z
of
Z
-�
d
-----
N89°54'20"E N 80.27
_---__--�
N89°54'20"E N 75.98 :
--- -----
S88023'20"W N
104.43
��
o
SEE DETAIL A
N88'21'44"E N
104.42)R1
0 0 0
o
0
"�O
O I o 00 :
p�1to0
00 o I i
oinl
�S88.23'20"W ^�
104.43)R2
oZZ
: : .... .
�p C) Cc...
N
00
��
00
pN
-
- N89°54'20 "E N 80.27 -
- N89'54 20 E N 75.98 _
'A'
^
3
��� SEE DETAIL
k o
O N N
�
��1��
"
ao�l o
boo
LEGEND
,n o
1
N
CO I o
"WEST.
°oo N
;
N °oo 'oo
l
'oo Z
I
2 Z
c
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED SURV. RLS
"
I
O
z
: N89°54'20 "E N 80.26
p O ;
z z N89_54'20 "E N 75_98
o
z
W 3 W
o N o
1901 PER SURVEY FOR VERN YOUNG (CS 1 1853) BY JOHN D. HOWELL FILED
06103194.
----------•--�
__
, ,
SEE DETAIL A : •
1
cad O
�n m (
G
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527" PER
1
�I :........
�I
�00
PARTITION PLAT NO. 2001-55 (CS14772) BY ME FILED 12128101.
o n
I
r�
I
•
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527" PER
(LO
; :
N o o "i ;
N Lc)
CITY OF REDMOND LLA 07-05 (CS 17390) BY ME FILED 06/29/07.
I
I
1
30' 3 0'
oo
...............
oo o
o I
z
O
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527".
z
ziz
1
"W
1 i
0
SET ' IRON ROD WITHPLASTIC A WITNESS
"
S89°33'51 "W N 80.26
S89'33'S1 N 75.98
L 12
CORNER SOO'25 03 E 4.00 FROMTHE INTERS INTERSECTION POINT SHOWN.
LINE TABLE
NUMBER
BEARING
DISTANCE
L 1
N89'42' 18 "E
18.17
L2
N 18'38'57"E
8.92
L3
N00'05' 10 "W
3.58
L4
NOO'05' 10 "W
8.08
L5
N 18'38'57"E
4.17
L6
N00'05' 10 "W
1.59
L7
N 18'38'57"E
11.02
L8
NOO'05'40 "W
2.65
L9
N 18'38'57"E
2.06
L 10
N00'05' 10 "W
10.07
L 11
S00'03'39 "E
19.75
L 12
S89'33'51 "W
22.67
L 13
N89'54'50 "E
2.75
L 14
N89'54'20 "E
9.00
NARRATIVE
S89'33'51 "W - 178.91 _101
S89'30'09 "W N 178.89 R 1
(S89'33'51 "W N 178.91)R2
SW SALMON AVENUE
CURVE TABLE
0
0
NUMBER
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
Cl
170.00
(170.00
170.00
21 '3322"
21 °3322"
21 '3322"
63.96
63.96
63.96
N 10'41 '01 "E
N 10*38'05 "E
N 10'4 1'01 "E
63.58
63.58)R 1
63.58)R2
C2
230.00
(230.00
(230.00
21 '35' 12"
21 '36'38"
21 '35' 12"
86.65
86.75
86.65
N 10*40'06 "E
N 10'3627"E
N 10'40'06 "E
86.14
86.24)R 1
86.14)R2
C3
149.50
14'54' 12"
38.89
N82'50'36 "W
38.78
C4
230.00
18'06'01 "
72.66
N08'55'31 "E
72.36
C5
50.00
18'44'07"
16.35
N09' 1653"E
16.28
C6
50.00
18'44'07"
16.35
N09' 1653"E
16.28
C7
170.00
12'57'03"
38.43
N 14'59' 10 "E
38.34
C8
230.00
03*29'10"
13.99
N19'43'07"E
13.99
C9
170.00
08'36' 19 "
25.53
N04' 12'29 "E
25.51
THE PURPOSE OF THIS SURVEY WAS TO RECORD MONUMENTS THAT WERE SET FOR A PENDING
PLANNED UNIT DEVELOPMENT OF ZERO LOT LINE TOWNHOMES. THE DEVELOPMENT WAS
CHANGED INTO AN APARTMENT COMPLEX PRIOR TO OFFICIAL RECORDING. THE ORIGINAL TRACT
CONSISTED OF A RESULTING PARCEL CREATED BY PROPERTY LINE ADJUSTMENT LLA 07-05.
RECORD SURVEYS INCLUDED CS1 1853, PARTITION PLAT NO. 2001-55 (CS14772), AND LLA
07-05 (CS 17390). ALL EXTERIOR BOUNDARIES FOR THE SUBDIVISION WERE ESTABLISHED FROM
FOUND MONUMENTS AS SHOWN. DIMENSIONS BETWEEN INTERIOR SURVEY MONUMENTS ARE
NOTED HEREON FOR REFERENCE ONLY.
IQ SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527" AS A WITNESS
CORNER N89'54'20"E N 0.50 FROM THE INTERSECTION POINT SHOWN.
- - - - LINE SHOWN TO REFERENCE LOCATION OF SET MONUMENT ONLY.
• • • • • • • • • • • EXISTING BUILDING LINE.
-------- DIMENSION LINE.
L 1 LINE DESIGNATION -- REFER TO TABLE FOR DATA.
Cl CURVE DESIGNATION - REFER TO TABLE FOR DATA.
( )R1 RECORD DATA PER PARTITION PLAT NO. 2001-55 (CS14772) BY ME FILED
12128101.
( )R2 RECORD DATA PER CITY OF REDMOND LLA 07-05 (CS17390) BY ME FILED
061297.
BASIS OF BEARINGS
BASE BEARING DETERMINED FROM GPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION"
AT A CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP
PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME
OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS.
BASE LATITUDE. 44' 15' 17. 44564" N.
BASE LONGITUDE. 121 ° 1 1 '32.36681 " W.
ASSUMED BASE NORTHING: 5000.00 FT.
ASSUMED BASE EASTING: 5000.00 FT.
ELLIPSOID: WGS84
SCALE: 1.0001413463
PROJECT HEIGHT. 2960 FT.
DESCHUTES COUNTY SURVEYOR
FILED//61o'-a;- I FAWBY: Dunks
REGISTERED
PROFESSIONAL
LAND SURVEYOR
12/22/21
OREGON
A LY 23, 1991
JERRY D. S71CHLER
2527
RENEWS 6130122