HomeMy WebLinkAboutSurvey 204331 /2" I.D. IRON PIPE 5/8" REBAR WITH YPC
0.3 FT ABOVE GROUND STAMPED, "DEA INC"
\ 0.2 FT. ABOVE GROUND
CALCULATED N89°55'55"E 665.81' S89°55'02"E 20.02' z
1/4 CNR. SEC. (S89°57'10"E 665.63') [S89°57'33"E 20.00'] N89059'36"E 312.68'
11 & 14 (CS 09663) [S89°57'33"E 312.68'1
v9e-
MARGARET LANE 30' ROW N00'42'55"E 30.35' N00°15'49"W 30.28'
[NO0003'07"E 30.00'] [N00°03'07"E 30.00'1
1 /2" REBAR
0.3 FT BELOW GROUND
1 1 /2" ALUMINUM CAP ON
JSTEEL #4 SQUARE BARI
STAMPED,
"DESCHUTES CO REF MON"
0.7 FT BELOW GROUND
N39°24'W 55.73'
IN39°W 55.74'1
CALCULATED
1/4 CNR. SEC.
11 & 14 °
0
° Q
O
S63°29'W 41.76'
€S63°W 41.68'1
0
1 1 /2" ALUMINUM CAP ON
ISTEEL #4 SQUARE BARI w
STAMPED, �-
"DESCHUTES CO LS 2390 =
ENGINEERING" w
0.3 FT BELOW GROUND o
SCALE 1 "=50'
NARRATIVE
N89°57'40"E 332.68'
(S89°57'10"E 332.82') N89°5244"E 20.54'
(CS 09663) [S89°57'33"E 20.00]
1 /2" REBAR PARCEL 1
0.0 ABOVE GROUND MP 03-26
RONALD ACRES
LOT 6
1 1 /2" ALUMINUM CAP ON
N07°11'E 97.07€STEEL #4 SQUARE BARI
' STAMPED,
€N07°E 97.01'i "DESCHUTES CO REF MON"
0.1 FT BELOW GROUND
CALCULATED 1/4 CNR. SEC. 11 & 14 -
E 1 /16 CNR. SEC. 11 & 14
N89°58'09"E 1331.21' (S89°53'04"E 1331.19')
(CS 02343)
N89054'30"E 32.34'
(S89°53'04"E 32.40')
(CS 02343)
5/8" REBAR 0.0'
ABOVE GROUND
S42°54'E 36.27'
JS43°E 36.28'1
1 1 /2" ALUMINUM CAP ON
€STEEL #4 SQUARE BARI
STAMPED,
"DESCHUTES CO REF MON"
0.3 FT BELOW GROUND
SCALE 1 "=50'
N89055'55"E 665.81'
(S89°57'10"E 665.63')
(CS 09663)
1 /2" REBAR
0.3 FT BELOW GROUND
RECORD OF SURVEY - RESTORATION OF MONUMENTS
NORTH INTERCEPTOR SEWER PROJECT PHASE II
FOR THE CITY OF BEND
LOCATED IN THE SE 1/4 OF SECTION II & THE NE 1/4 OF SECTION 14, T17S, R12E, W.M.
DESCHUTES COUNTY, OREGON
LEGEND
( )
RECORD INFORMATION AS PER
NOTED DESCHUTES COUNTY RECORD OF SURVEY
(( ))
RECORD INFORMATION AS PER
DESCHUTES COUNTY RECORD OF SURVEY CS 13619
[ ]
RECORD INFORMATION AS PER
DESCHUTES COUNTY RECORD OF SURVEY CS 16925
RECORD INFORMATION AS PER
OREGON CORNER RESTORATION RECORD INDEX FILE NO. 1967
O
FOUND MONUMENT AS NOTED
ON THIS PLAT
0
CALCULATED POINT
0
FOUND MONUMENT AS NOTED
ON THIS PLAT
AS PER OREGON CORNER RESTORATION
RECORD INDEX FILE NO. 1967
•
SET 5/8" X 30" REBAR WITH
YELLOW PLASTIC CAP, STAMPED "K&E EXC INC LS 2596"
MONUMENTS RESET DECEMBER
16, 2020.
CNR.
CORNER
CS
COUNTY SURVEY
I.D.
INSIDE DIAMETER
MP
MINOR PARTITION
SEC.
SECTION
YPC
YELLOW PLASTIC CAP
SCALE 1"=200'
DECEMBER 22, 2020
I
0 200 300 400
5/8" REBAR WITH YPC
STAMPED, "KERN LS 1081"
0.1 FT. ABOVE GROUND
N00°00'46"E 29.97'
(N00°23'01 "E 30.00')�
(CS 17051)
S89'59'09"E 332.70'
[S89057'33"E 332.69]
N89°59'36"E 312.68'
[S89°57'33"E 312.68'1
5/8" REBAR WITH YPC
STAMPED, "DEA INC."
0.0 FT. ABOVE GROUND
PARCEL 3
MP 05-18
N89059'13"E 389.70'
(S89°51'29"E 389.56')
(CS 17051)
0
0
E 1 /16 CNR. o 0
SEC. 11 & 14 w
1 /2" REBAR w o
0.0 FT. ABOVE o
GROUND E
RONALD ACRES RONALD ACRES PARCEL 1 PARCEL 2
LOT 5 LOT 6 MP 03-26 MP 03-26
1 /2" I.D. IRON PIPE
MAG NAIL INSIDE PIPE
0.4 FT ABOVE GROUND
THE PURPOSE OF THIS SURVEY IS TO RESET MONUMENTS DESTROYED BY THE CONSTRUCTION OF A
SANITARY SEWER LINE. THE SEWER LINE PROJECT IS TITLED "NORTH INTERCEPTOR SEWER PROJECT
PHASE II", FOR THE CITY OF BEND.
MONUMENTS WERE SURVEYED IN RELATIONSHIP TO THE OWNER SUPPLIED CONTROL AND REFERENCE
POINTS AND ADDITIONAL CONTROL WAS SET, THIS SURVEY WORK WAS PERFORMED PRIOR TO
CONSTRUCTION OF THE SEWER LINE. DESTROYED MONUMENTS WERE RESET BY SURVEY IN THEIR
PREVIOUSLY SURVEYED POSITION.
THIS SURVEY SHOWS DESCHUTES COUNTY RECORD OF SURVEY INFORMATION. THE SURVEYED
RELATIONSHIP OF THE SECTION CORNER, EAST ONE -SIXTEENTH, AND QUARTER CORNER ON THE
SECTION LINE BETWEEN SECTIONS 11 AND 14 IS ALSO SHOWN.
THIS SURVEY DOES NOT VALIDATE NOR REFUTE ANY RECORDED SURVEYS.
DESCHUTES covHTY SURVEYOR
FILES 1Z7/Z°2i BY: Dunk9l6.t�q
or_
� N
N C0
a� r
o`
O �
O
O
COL.
PARCEL 1
MP 05-18
PIONEER LOOP 60' ROW
BASIS OF BEARINGS AS PER MP 98-28 CS 13619
E 1 /16 CNR. SEC. 11 & 14 - SE CNR. SEC. 11
N89°58'58"E 1331.21' ((N89058'58"E 1331.21'))
5/8" REBAR WITH YPC S88°59'37"E
STAMPED "PLS-1020" 242.51'
0.5 FT. ABOVE GROUND (S88°56'24"E)
(2 42.48 )
(CS 02351)
N89059'48"E 362.82'
((N89°58'58"E 362.84'))
N00°11'01 "W 30.01'
((N00°01'02"W 30.00'))
N89°59'04"E 635.75'
((N89°58'58"E 635.63'))
N89058'52"E 695.46'
((N89°58'58"E 695.61'))
r REGISTERED
PROFt&,**IONAL
S ;!,' • -
OREGON
JANUARY 19, 1993
JAMES E. SWENSON
2596
RENEWS JUNE 30, 2022
PARCEL 1
MP 98-28
3 1/2 $1 ALUMINUM CAP
ON 5/8" REBAR
1.2 FT. ABOVE GROUND
T17S R12E
S112
S14 S13
1987
LS 1020
SECTION
CORNER
CS 20g33