HomeMy WebLinkAboutSurvey 20870REMONUMENTATION - ROMAINE VILLAGE WAY (VILLAGE WAY)
REMONUMENTATION - LOT I, BLOCK 4 ROMAINE VILLAGE WAY UNIT 3
LEGEND
NOO°00'00"E 00.00'
(N00°00'00"E 00.001
((N00°00'00"E 00.00'))
O
8
DCRS
ROW
YPC
FOR THE CITY OF BEND
LOCATED IN THE SOUTHWEST QUARTER (SWI/4) OF SECTION 17 AND THE
SOUTHEAST QUARTER (SEI/4) OF SECTION 18, T18S, R12E, W.M.
CITY OF BEND, DESCHUTES COUNTY, OREGON
MEASURED DATA
RECORD DATA AS PER DESCHUTES COUNTY
RECORD OF SURVEY 20512, BOLDUC, 2021
RECORD DATA AS PER DESCHUTES COUNTY
RECORD OF SURVEY 20057, DURYEE, 2021
FOUND MONUMENT AS NOTED
SET 5/8" REBAR WITH YELLOW PLASTIC CAP,
STAMPED "K&E EXC INC LS 2596"
MONUMENTS SET JUNE 07, 2022.
SET 5/8" REBAR WITH 2 INCH ALUMINUM CAP,
STAMPED "K&E EXC INC LS 2596'
MONUMENTS SET JUNE 07, 2022.
CENTERLINE ROMAINE VILLAGE WAY
DESCHUTES COUNTY RECORD OF SURVEY
RIGHT OF WAY
YELLOW PLASTIC CAP
A
RIDE RE
60. OW
DCRS 0964Z
ROMAINE VILLAGE
-
UNIT 3Lu
o
-
BLOCK 4
"' a.
LOT I
�
�
o
o�
N
B 1218
N86°44'37'E 100.51'
((N85°38'32'E 100.45'))
a�-1
J O o
o >
Z L V
ROMAINE VILLAGE
UNIT 3
BLOCK 5
LOT I
FOUND MONUMENT DESCRIPTION
a
N
SCALE 1"=50'
JUNE 14, 2022
0 50 100
ROMAINE VILLAGE
UNIT 3
BLOCK 6
IC
l� C VARIABLE WIDTH RO
fl W
s N00043'00'W 50.77'
(N00042'48'W 50.769
962
N00038'281W 961
30.30,
(N00042'48'W) 0+38.25
(30.281) 1 E 30.02'
D
MONUMENT TO MONUMENT
P-LINE SURVEY INFORMATION
POINT
BEARING
DISTANCE
961
N81031'46"E
38.262'
962
S80011'26"E
94.153'
963
S61054'38"E
164.756'
964
S81039'54"E
202.567'
1
N78036'54"E
294.307'
L
COMPUTED ALIGNMENT
CITY OF BEND
SUPPLIED COORDINATES
PRESURVEY & POST SURVEY
MONUMENT MEASUREMENT
DELTA DELTA
NORTHING EASTING
POINT
NORTHING
EASTING
STATION
NORTHING
EASTING
961
369254.49
3289161.94
0+00.00
369254.49
3289161.94
0.005
-0.002
962
369260.13
3289199.80
0+38.26
369260.12
3289199.79
0.004
0.012
963
369244.09
3289292.56
1+34.03
369244.08
3289292.56
0.003
-0.006
964
369166.51
3289437.92
2+98.78
369166.51
3289437.91
-0.003
0.010
1
369137.11
3289638.33
5+05.42
369137.14
3289638.34
-0.031
-0.013
L
369195.22
3289926.86
7+99.72
369195.24
3289926.85
-0.019
0.003
M
369165.81
3289932.80
369165.74
3289932.80
0.075
-0.006
971
369140.04
3289423.75
369140.03
3289423.76
0.009
-0.003
E
369230.44
3289204.21
369230.43
3289204.19
0.007
0.021
G
369193.03
3289452.06
369193.03
3289452.08
0.001
-0.025
H
369166.66
3289632.32
369166.66
3289632.38
0.000
-0.055
K
369224.60
3289920.96
369224.63
3289920.94
-0.022
0.015
979
369217.59
3289278.42
369217.59
3289278.42
0.005
-0.006
D
369224.19
3289162.33
369224.19
3289162.28
-0.003
0.049
B
369344.70
3288992.12
369344.70
3288992.14
0.001
-0.023
1218
369350.41
3289092.49
369350.41
3289092.49
0.002
0.003
C
369305.23
3289161.31
369305.25
3289161.31
-0.022
0.005
A
369454.15
3289076.64
369454.15
3289076.65
0.004
-0.010
F
369258.86
3289328.67
369258.81
3289328.75
0.054
-0.076
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS A BEST FIT SOLUTION OF THE 12 SURVEYED EXISTING MONUMENTS,
COORDINATES AS PER THE CITY OF BEND SUPPLIED 'CONTROL AND MONUMENT RECOVERY
SURVEY', UNRECORDED.
THE BASIS OF BEARINGS IS THE CENTRAL OREGON COORDINATE SYSTEM.
DESCHUTE G 0' �Q-s)Us` il"VOIRR
zc:2- Ely's c-0 f 1► ,
y
i
1+59.03
30.03'
K 1+99.12
130.03' \ ,,o
29.98,
03TAX LOT
ROMAINE VILLAGE 979 G 1812170002005
UNIT 3 0 \ L
BLOCK 6 "' 2+98 80 wp`!
MONUMENT DESCRIPTION
DESCHUTES
COUNTY
RECORD
SURVEY
A
1/2" REBAR 0.1' ABOVE GROUND
09642
B
5/8" REBAR YPC, STAMPED "TYE ENGINEERING", FLUSH
2O057
C
5/8" REBAR YPC, STAMPED "TYE ENGINEERING", 0.1' BELOW GROUND
19656
D
5/8" REBAR YPC, STAMPED "PARAMETRIX", 0.1' BELOW GROUND
20512
E
5/8" REBAR YPC, STAMPED "PARAMETRIX", 0.1' BELOW GROUND
20512
F
1/2" REBAR, FLUSH
04021
G
5/8" REBAR YPC, STAMPED "PARAMETRIX", 0.5' BELOW GROUND
20512
H
5/8" REBAR YPC, STAMPED "PARAMETRIX", FLUSH
2O512
1
5/8" REBAR, 1 1/2" ALUMINUM CAP, IN ASPHALT, STAMPED, "PARAMETRIX"
20512
K
5/8" REBAR YPC, STAMPED "PARAMETRIX", 0.2' BELOW GROUND
20512
L
5/8" REBAR, 1 1/2" ALUMINUM CAP, IN ASPHALT, STAMPED, "PARAMETRIX"
20512
M
5/8" REBAR YPC, STAMPED "PARAMETRIX", 0.2' BELOW GROUND
20512
�I
_O I'
F ~
V
Z
O
V
POINT
STATION
NORTHING
EASTING
RADIUS
DELTA
LENGTH
BEARING
DISTANCE
961
0+00.00
369254.488
3289161.940
N81031'46"E
38.291'
(N81-30'26"E
38.27')
PC
0+38.29
369260.128
3289199.814
S80011'27"E
94.096'
150.00
3603333"
95.711'
(S80-12'23"E
94.13'
150.00
36034'22"
95.75')
PT
1+34.00
369244.097
3289292.534
S61054'41"E
164.672'
(S61-5511211E
164.771)
PC
2+98.67
369166.564
3289437.811
S81 38 53 E
202.620
300.00
0 1 11
39 28 25
206.683 '
(S81-39'0311E
202.56'
300.00
39027'41"
206.62)
PT
5+05.36
369137.133
3289638.282
N78036'54"E
294.364'
(N78037'0711E
294.34')
L
7+99.72
369195.240
3289926.854
964 30.07' H Wp,`Il b0, RIGHT
6 5+05.40 VILLAGE
TAX LOT 30 .II' 1LLQGE WAY _
1812170002004 ROMA,NE V �� M
0 0
U U \� TAX LOT
Lu N 2+98.77 -1812170002006
971 30.03' _ J
NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO COMPLETE THE CITY OF BEND 'SW SEWER BASIN PHASE 26, PROJECT #ISAMM. CONTRACTUALLY, WITHIN THE PLAN
SHEETS, A SINGLE PROPERTY CORNER MONUMENT WAS SCHEDULED TO BE REPLACED. POST CONSTRUCTION, THE CITY OF BEND, SUPPLIED AN UNRECORDED
'RECORD OF SURVEY - CONTROL AND MONUMENT RECOVERY SURVEY', DATED DECEMBER 2021. K&E EXCAVATING INCORPORATED WAS CONTRACTED TO
RESET MONUMENTS AS NOTED ON SAID UNRECORDED SURVEY.
THIS SURVEY WAS COMPLETED BY SURVEYING EXISTING MONUMENTS, ORIENTING THE SURVEY CONTROL TO THE SUPPLIED COORDINATE LIST. TWELVE
EXISTING MONUMENTS WERE SURVEYED, AS NOTED, AND USED TO ORIENT THIS SURVEY TO RESET THE SEVEN DISTURBED MONUMENTS. THE EXISTING
SURVEYED MONUMENTS ARE DISTRIBUTED THROUGHOUT THE SURVEY, WITH THE EXISTING MONUMENTS EXTENDING BEYOND THE LIMITS OF THE
MONUMENTS RESET.
MONUMENTS WERE REPLACED AS NOTED BY THE SUPPLIED COORDINATE LIST. THE SINGLE PROPERTY CORNER, THE SOUTHEAST CORNER OF LOT I OF
BLOCK 4, ROMAINE VILLAGE UNIT 3, TO BE REPLACED CONTRACTUALLY, WAS SET USING THE SUPPLIED COORDINATES. THIS MONUMENTS LOCATION WAS
AUTHENTICATED WITH K&E EXCAVATING INCORPORATED PRELIMINARY CONSTRUCTION SET REFERENCE POINTS.
THE BEARING AND DISTANCE BETWEEN MONUMENTS IS SHOWN BY THE 'MONUMENT TO MONUMENT P-LINE SURVEY INFORMATION' TABLE.
THE COMPUTED ALIGNMENT WAS CREATED BY HOLDING THE POSITION OF SET MONUMENT 961 AND EXISTING MONUMENT L. TANGENT BEARINGS WERE
CREATED BETWEEN FOUND AND SET MONUMENTS. THE DESCHUTES COUNTY RECORD OF SURVEY 20512, RECORD RADII WERE HELD TO COMPUTE THE
TANGENT LENGTHS AND CURVE INFORMATION. THE ALIGNMENT INFORMATION, COMPUTED AND RECORDED IS SHOWN HEREON. EXCEPTING THE START
AND END MONUMENTS, THE MONUMENTS ARE NOT AT THE COMPUTED POINT OF CURVATURE, NOR THE POINT OF TANGENCY.
Ir ,.. 1
..O..��
►,
OREGON
JANUARY 19, 1993
JAMES E. SWENSON
2596
RENEWS JUNE 30, 2024
7+99.73
30.10'
(:S 20870