HomeMy WebLinkAboutSurvey 20335DESCH 1T COUNTY SURVEYOR
FI LED �10,/ BY:
SCALE: 1 "= 50'
5/8" REBAR /
BOUNDARY SURVEY
FOR A PORTION OF LOT 7 AND
LOT 8, BLOCK 2
SECOND ADDITION TO WEST
/
' , 1 /2" REBAR,
NO CAP O2
NO CAP EAST 127.58'(R3)
_ _ _ S89'57'40"E 127.58'
— — — — — — — —
/ N89'57'40"W 157.97' 1
/
4
Ifol• JI
PORTION OF
HILLS
LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION
30, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, D ESCH U TES COUNTY, OR EGON
I
/ I
N89'57'40"W 120.27'
EAST 120.00'(R1)
r
} �•� ��� /�`•L� LOT 7 AND
All. '` ��,� Z N \ POR11ON OF 89
BLOCK 2
SECOND ADD.
TO WEST HILLS
.�tK LOT 8, a N \ 5/8 REBAR,
BLOCK 2 LS` WITH YPC MARKED
SECOND ADD TO ✓ N "PROP CORNER"
0
LOT 9,
BLOCK 4
SECOND ADD. TO
WEST HILLS
NW VICKSBURG AVE.
I
LOT 10,
BLOCK 4
SECOND ADD. TO
WEST HILLS
SURVEYOR'S NARRATIVE:
WE WERE HIRED BY JIM CROWELL TO SET THE OUTER BOUNDARY MONUMENTS
OF HIS PROPERTY WHICH IS A PORTION LOT 7, BLOCK 2 AND A PORTION OF
LOT 8, BLOCK 2 OF SECOND ADDITION TO WEST HILLS. FOR THE NORTH
RIGHT OF WAY OF VICKSBURG AVENUE, A LINE FROM LOCATION 1 TO LOCATION
2 WAS USED AND OFFSET 60.00 FEET MEASURED AT RIGHT ANGLES TO
ESTABLISH SOUTH RIGHT OF WAY. FOR THE RIGHT OF WAY OF WEST HILLS
AVENUE, A LINE WAS DRAWN FROM LOCATION 2 TO A POINT MEASURED
60.00 FEET AT RIGHT ANGLES FROM LOCATION 3 AND 60.00 FOOT OFFSET TO
EASTERLY RIGHT OF WAY. FOR THE SOUTH LINE OF LOT 7 A LINE WAS
FORMED FROM LOCATIONS 7, 8, 9 AND 10. FOR LOTS 5, 6 AND 7 THE LOT
WIDTHS WERE PROPORTIONED BETWEEN LOCATION 7 AND LOCATION 10. THE
FRONT LINE WAS PROPORTIONED BETWEEN LOCATION 4 AND LOCATION 6 AND
THEN THE 20.00 WAS EXCEPTED OUT AS PER (R1). NO UNUSUAL
CIRCUMSTANCES WERE FOUND DURING THE COURSE OF THIS SURVEY.
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
1 /2" REBAR,
NO CAP (R1) SURVEY OF LOT 7, BLOCK 2, BY JAMES E.
1 NO2 CAP BAR, EAST 240.04'(R3) 1 O 1 BUSSARD, PLS 599, DATED 12/13/1973, CS10480
_ S89'S7'40"E 239.94'
f ! (R2) SURVEY OF LOT 8, BLOCK 2, BY JAMES E.
BUSSARD, PLS 599, DATED 12/13/1973, CS10487
o
!co F: �.
co 1 m o (R3) WEST HILLS SECOND ADDITION, BY ROBERT L.
j z COATS, PLS 3274, FILED 6/22/1966, CS10476
S89'57'40"E 130.21'-
110.21'
I EAST 110.00 (R3)
20.00'
EAST
.-.
J Irn
20.00'(R1)
`-
PORTION OF
LOT 7, AND LOT 6,
o
o
BLOCK 2
o w
0
SECOND ADD. TO
psi.)
o
�0
WEST HILLS04
� p
( a
<j!
D
00
z
(n
(n
6 O 1 /2" REBAR,
NO CAP
WEST HILLS ,�$1144 \ p 1 EAST 110.00'(R3)
L2----- N89'53'06"E 110.13' —
�vlA� \\ $o. .(\I O � — —L5 — —4 N89'53'06"E 110.00'- — — — — — —
\
\ RHO&. / `Lh� J \ �1 /2" REBAR,
00 •ham ``� 5/8" REBAR WITH YPC MARKED L4
•00. 94- 5°c��`�� WITH YPC MARKED zoo "PROP CORNER"
"SCE&S"
LOT 9, _ � LOT 10.
BLOCK 2 � �! I BLOCK 2
SECOND ADD. TO � � SECOND ADD. TO
1 /2" REBAR, WEST HILLS � I WEST HILLS
NO CAP 00
N
EAST 127.58'(R3) v rn EAST 130.04'(R3)
S8_9'58'19"E 127.16' S89'58'19"E 130.06'
R=30.00 5/8 REBAR,
L=70.11' NO CAP
T= 70.52'
A=133'54'30" NW TRENTON AVE.
R=30.0'
L=70.69'
T=72.42'
A--135' (R3)
EAST 110.00'(R3)
5/8" REBAR,
9 NO CAP
z Oa o 5/8" REBAR, 8
NO CAP
_ 4 I LOT 11,
BLOCK 2
SECOND ADD. TO
WEST HILLS
a
W co
1.
\\—
5/8 REBAR,
NO CAP
LOT 5,
BLOCK 2 I
SECOND ADD. TO
WEST HILLS
EAST 110.00'(R3)
N89'53'06"E 110.13'
EX. 12.00 5/8" REBAR,
UTILITY NO CAP
EASEMENT
LINE TABLE
LINE
LENGTH
DIRECTION
L1
49.09'
S24'02'27"E
Ll (R1)
49.24'
523'57'45"E
Ll (D1)
49.14'
L2
90.12'
N89'53'06"E
L2(R1,R3)
90.00'
WEST
L3
70.00'
500'00'06"W
L3(R1)
70.00'
SOUTH
L4
6.01'
N68'02'40"E
L4(R1,R2,D2)
6.00'
S68'05'58"W
L5
50.01'
S89'53'06"W
L5(R1,R2)
50.04'
WEST
(D1) WARRANTY DEED, BOOK 2013, PAGE 27983,
D.C.O.R. FILED 7/02/2013
(D2) MEMORANDUM OF CONTRACT, VOLUME 167, PAGE
2962, D.C.O.R. FILED 7/18/1989
® LOCATION NUMBER
BASIS OF BEARING AND CONTROL. -
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE
CENTRAL OREGON COORDINATE SYSTEM (COCS). CPS
CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS
(INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS)
WITH SPECTRA PRECISION SP80. THE CALIBRATION TIES MULTIPLE
COCS POINTS USING PUBLISHED COORDINATES. THE COCS
HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLONDENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29
RENEWS: 12/31 /21
TITLE: PLAT OF SURVEY
JOB N 0: 2527
SCALE: 1"=50' BY: ATT
10-16-2020
SHEET: 1 OF 1
725 NW HILL, BEND, OR
97703 541-389-6959
�$ 20335
2527—CROWELL-6-22-2020.dwg