HomeMy WebLinkAboutSurvey 21150NARRATIVE
THE PURPOSE OF THIS SURVEY, PERFORMED AT THE REQUEST OF THE CITY OF
BEND, IS TO PRESERVE AND PERPETUATE THE LOCATIONS OF EXISTING
MONUMENTS DURING STREET REPAVING IN ACCORDANCE WITH ORS 209.150.
AFTER PAVING WAS COMPLETED, S&F VERIFIED THE MONUMENT POSITIONS BY
STAKING OUT EACH MONUMENT AND SEARCHING WITH A METAL DETECTOR,
NOTING THE CUT IN ELEVATION FROM THE ORIGINAL MEASUREMENT. FOUND
CENTERLINE MONUMENTS ARE BURIED UNDER A LIFT OF NEW ASPHALT.
WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS
PROJECT TO DETERMINE WHERE RECORD MONUMENTS FELL WITHIN THE EXISTING
PAVEMENT. MONUMENTS WERE VISITED IN MARCH 2O23 FOR VERIFICATION, AND
ROAD REPAVING WAS COMPLETED JULY 2023.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS
RELATIVE TO ANY RECORD PROPERTY LINES, RIGHT-OF-WAY, OR CENTERLINE,
OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND 11ED OR
REPLACED.
THIS SURVEY IS ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY S&F
CONCURRENTLY FOR ROAD REPAVING PROJECTS ACROSS THE CITY OF BEND.
PROCEDURE/ EQUIPMENT:
FIELDWORK PERFORMED MARCH, 2023 AND AFTER CONSTRUCTION IN JULY, 2023.
REAL-TIME KINEMATIC (RTK) OBSERVATIONS (COLLECTED USING TRIMBLE R10
GNSS RECEIVERS) AND TRAVERSE DATA (COLLECTED USING A TRIMBLE S7 TOTAL
STATION) WERE ADJUSTED USING THE LEAST SQUARES METHOD IN TRIMBLE
BUSINESS CENTER (TBC); THE RESULTING RELATIVE ACCURACY IS IN
CONFORMANCE WITH THE PRINCIPLES STATED IN O.R.S. 92.050. DATA WAS
REDUCED TO GROUND MEASUREMENTS. SEE "BASIS OF BEARINGS/ HORIZONTAL
DATUM" FOR SCALE FACTOR AND COORDINATE SYSTEM DETAILS.
BASIS OF BEARINGS/HORIZONTAL DATUM:
BEARINGS AND COORDINATES ARE BASED ON THE CENTRAL OREGON COORDINATE
SYSTEM (COCS), PUBLISHED BY THE DESCHUTES COUNTY SURVEYOR.
HORIZONTAL DATUM IS NAD83(91), WHICH WAS OBTAINED THROUGH A
MOLODENSKY TRANSFORMATION OF NAD83(2011) GPS OBSERVATIONS FROM THE
ORGN BASE STATION 'BNDM'. COORDINATES OBTAINED FROM THE COCS ARE
GROUND COORDINATES, AND DISTANCES ARE INTERNATIONAL FEET.
REFERENCE SURVEYS:
(1) CS17552 CLEARSTONE, PHASE I, BY DALE N. BARRETT, RECORDED NOV. 7, 2007
(2) CS07287 BY RICHARD H. GRAUE, DATED NOV. 1, 1971
(3) CS12139 PARTITION PLAT NO. 1995-9, BY GEORGE W. COLMN JR., RECORDED MAR. 29, 1995
(4) CS20918 BY JACOB D. POWELL, FILED SEP. 20, 2022
(5) CS17382 RIMROCK RIDERS SUBDIVISION, BY PETER A. MANLEY, RECORDED JUNE 19, 2007
(6) CS17237 WESTERLY II, BY PETER A. MANLEY, RECORDED FEB. 27, 2007
(7) CS17512 TUSCANY PINES PHASE I, BY DALE N. BARRETT, RECORDED OCT. 1, 2007
(8) CS20729 NORTH FORTY FOUR, JASON L. SIMES, RECORDED FEB. 1, 2022
(9) CS18574 PARTITION PLAT 2013-15, BY DIRK P. DURYEE, RECORDED AUG. 19, 2013
(10) CS15572 ENCHANTMENT ON THE DESCHUTES, BY LYNN J. BRUNO, RECORDED OCT. 15, 2003
(11) CS18862 PONDEROUS PINES II, BY KEVIN J. BLAKLEY, RECORDED MAY 4, 2015
(12) CS16163 VERANDA GLEN, BY LINDA L. MILLER, RECORDED NOV. 15, 2004
(13) CS18583 VERANDA GLEN PHASE 2, BY DIRK P. DURYEE, RECORDED SEP. 6, 2013
(14) CS16677 EMPIRE ESTATES, BY MICHAEL W. TYE, RECORDED NOV. 22, 2005
(15) CS08597 BY GEORGE J. COOK, DATED JAN. 20, 1977
(16) CS15875 PROPERTY LINE ADJUSTMENT / ROLL CHANGE BY LINDA L. MILLER, FILED APRIL 29, 2004
(17) CS09267 RIMROCK VILLAGE BY GEORGE J. COOK, RECORDED JULY 11, 1969
LEGEND:
UNRESOLVED RIGHT OF WAY
UNRESOLVED SUBDIVISION BOUNDARY
UNRESOLVED LOT/PARCEL LINE
CIE SET CONTROL AS NOTED IN
CONTROL TABLE
O FOUND MONUMENT AS
NOTED IN MONUMENT TABLE
W/YPC WITH YELLOW PLASTIC CAP
883
LOT 17
LOT 16
Cl 0_14
cl �� / o —
NW ROPER ��, OT /
LANE O 14 4Q- /
— /. 4v
1A
��
�' ► A /
4o O
ry
/ 884
/
LOT 32 /
/
1
SHEET 1 OF 3
RECORD OF CENTERLINE
LOCATED IN THE SOUTHEAST 1/ e 4 OF SECTION 17,
1 /4 OF SECTION 20, TOWNSHIP 17 SOUTH, RANGE
MONUMENTS POTENTIALLY
O.B. RILEY ROAD
TOWNSHIP 17 SOUTH, RANGE 12
12 EAST, WILLAMETTE MERIDIAN,
ram�M�-
1
/
/ 14
88.28 —
14 / N83' 10 —
N3723'18"W 8.95' 881 ��
/�.
GLEN VISTA ROAD 1 "v* NSF` .a`'
N81 16'37"IN 699---
14
O
O�
4 /
LOT 10 �w /
/ 00
/
moo, /
LOT 2
Kelm
HARDY ROAD
CURVE TABLE
CURVE NO.
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
Cl
28'00'24"
180.00'
87.99'
N76'00'23"W
87.11'
(4)
(28'00'23")
(180.00')
(87.98')
(N76'00'25"W)
(87.11')
(5)
(28'00'23")
(180.00')
(87.98')
(N76'01'01 "W)
(87.11')
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
2140
401274.06
3292414.72
3503.5
FOUND 1 /2" IRON ROD DOWN 0.8'
(2)
2141*
401234.11
3292394.20
3503.5
FOUND 2" ALUMINUM CAP "MARKED AKS ENGR"
(4)
2142
401284.56
3292502.38
3505.9
FOUND 5/8" IRON ROD WITH YPC MARKED "OTAK INC"
(1)
2143
401224.40
3292457.45
3503.2
FOUND 5/8" IRON ROD WITH RPC MARKED "LS 1020"
(3)
2146*
400774.14
3292138.18
3506.6
FOUND 5/8" IRON ROD
(5)
2147
1 400795.20
1,3292053.65
1,3510.3
1 FOUND 5/8" IRON ROD
(5)
NOTE: MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
Zm:. HumC•'_; c'i3 a7= EXffm��n'
^.`� �*
o 0 2oZ313Y.&LIM10111 i n S
CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
881
401266.95
3292420.16
3503.98
SET 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "S&F LAND SERVICES"
883
400979.89
3292308.11
3502.89
SET 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "S&F LAND SERVICES"
884
400725.47
3292115.33
3508.54
SET MAG NAIL AND 1-1 /2" WASHER MARKED "S&F LAND SERVICES
AFFECTED BY CONSTRUCTION
EAST, AND THE NORTHWEST 1 /4 OF
CITY OF BEND, DESCHUTES COUNTY,
F
GISTEREDOFESSIONALD SURVEYOR
i
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
iS&F Land Services-'
THE NORTHEAST oOREGON
tE SEnsing
RENEWS: 12/31/23
S&F LAND SERVICES MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ACQUIESCENCE, ESTOPPEL, ADVERSE
POSSESSION, ETC.
Calc. By: HTF
Date: 08/28/23
Proj No: 2023-157-08
SHEET 1 OF 3
PH
CS 2 1 15 0 __
LOT 26
0
QUAR'
SHEET 2 OF 3
70'
'T- s . I
S09'45'59"E�p=3"E
17.38 � - =p
S00003'44"E 12.89'_,,,-'Jll 7N89*5354"E
5.07' /
S00'07'26"E 12.90'(5) N89'58'09"W 5.10'(5) /
ER HORSE r*/ 15
_A N E5/N/
cl
ti
LOT 7
E
ONVE
�o
00
N
m
cow
0
Cn
•: v
CA
...
N89'03'30"W 8.15'
N89'56'05"W 8.29'(5)
,o/
^^V/
/
/
/ 885
Q
I
O
N
}.
I.Lu
W
J
I M
ap
I M
�
o
m
lz
O
I
15
80'
S89'30'36"E 18.71'
S89'58'09"E 18.79'(6)
\ LOT 16
LOT 15
LOT 14
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
2148*
400422.90
3291999.35
3506.8
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(5)
2149*
400422.89
3291994.28
3506.8
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(5)
2150*
400410.00
3291994.30
3506.9
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(5)
2151
400380.03
3291986.46
3507.7
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA"
(5)
2152
400440.02
3291991.33
3507.6
FOUND SCREW AND WASHER MARKED "HWA"
(5)
2153
400422.98
3292059.74
3506.9
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(6)
2154
400422.82
3292078.45
3503.9
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA"
(6)
2155
400274.43
3291994.59
3509.8
FOUND 3/4" IRON PIPE
(17)
2156
400274.56
3291986.44
3512.0
FOUND SCREW AND WASHER MARKED "HWA" UP 0.6'
(5)
2157
400098.60
3292066.16
3517.0
FOUND SCREW AND WASHER MARKED "HWA" UP 0.1'
(6)
2158
400038.58
3292066.09
3517.9
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA"
(6)
2159*
400068.59
3292056.16
3516.7
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(6)
2160*
400068.61
3292066.10
3516.8
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(6)
'"NOTE: MONUMENTS IN HAVEU AREAS WEKE HAMMEKEU UUWN I U I HE ELEVA I IUN SHUVVN.
LOCATED IN THE
1 /4 OF SECTION
RECORD OF CENTERLINE
SOUTHEAST 1 /4 OF SECTION 17,
20, TOWNSHIP 17 SOUTH, RANGE
MONUMENTS POTENTIALLY
O.B. RILEY ROAD
TOWNSHIP 17 SOUTH, RANGE 12
12 EAST, WILLAMETTE MERIDIAN,
LOT 4
LOT 3
-*__, O
• 1
LOT 12
s\
\ I LOT 11
\
15
6l % / , N00'0727"E 29.99'
�$Yj� l�-N0a04'01"E 30.00'(6)
j�
s86 15 O®-Q 16 MISTRAL LANE
S89'52'44"W 9.94' -
S89'57'20"4 10.00'(6) N00'00'21 "E 30.03'
~-N00'04'01 "E 30.00'(6)
15
Q
O
I LOT 10
W
-1 .0�1
m
O
I LOT 9
DESCHUM COUNT, Y SURVEIr 0-- ";iei
Ji f!
X� LZ oz 3- BY: p
CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
885
400345.41
3292000.36
3508.56
SET MAG NAIL AND 1-1/2- WASHER MARKED "S&F LAND SERVICES
886
400068.80
3292005.59
3516.79
SET 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "S&F LAND SERVICES"
AFFECTED BY CONSTRUCTION
EAST, AND THE NORTHWEST 1 /4 OF
CITY OF BEND, D ESCH U TES COUNTY,
�tzl
THE NORTHEAST
hand SurvEying & REmotE SEnsing
OREGON
,.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31/23
S&F LAND SERVICES MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ACQUIESCENCE, ESTOPPEL, ADVERSE
POSSESSION, ETC.
Caic. By: HTF
Date: 08/28/23
Proj No: 2023-157-08
SHEET 2 OF 3
--;
\ / / LOT 13 /
LOT 14 /
Ole i
O �
C�
LOT 6 \ \ LOT 15
\ a \ ti
S71'58'05V 10.07'
S70'46'32"W 10.10'(13)
LOT 18 QQ \ N27'25'00"W 30.45' \�
5 \ N2732' 14V 30.32' 12 \ \
TRACT A
S10' 18' 11 "E_/ \ ' "E 73.99" -
30.57' , \ - N83 51 2 - 18
1 A 18
18 W- S89'50'27"E \ LOT 26
Z2 1.44'
a \
o BRONZE STREET 4,�_\
N71' 13'01 "E 19.15' r'-'cS`X - -
N70'46'32"E 19.19(12) z,\�,
�ss�\ LOT 25
- -. _ ���\ 18 16 \
�-~------- - ---_--,� p \
LOT 3 LOT 4
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
2162
399069.55
3292434.38
3514.7
FOUND
5/8"
IRON
ROD
(7)
2163
399099.50
3292434.42
3513.8
FOUND
5/8"
IRON
ROD
WITH ILLEGIBLE 2" ALUMINUM CAP
(7)
2164*
399088.78
3292373.04
3514.0
FOUND
5/8"
IRON
ROD
WITH ILLEGIBLE 2" ALUMINUM CAP
(7)
2165*
399099.56
3292343.39
3514.3
FOUND
5/8"
IRON
ROD
WITH ILLEGIBLE YPC
(7)
2166
399129.57
3292352.58
3514.3
FOUND
5/8"
IRON
ROD
WITH YPC MARKED "H.W. MCCOY ENGR"
(8)
2167
399060.62
3292383.23
3514.7
FOUND
BRASS SCREW WITH WASHER MATKED "OTAC INC"
(7)
2168
399059.83
3292381.07
3514.7
FOUND
HOLE
IN LEAD
(7)
2169*
399072.33
3292327.53
3514.5
FOUND
5/8"
IRON
ROD WITH ILLEGIBLE 2" ALUMINUM CAP
(7)
2170*
399074.25
3292289.56
3514.9
FOUND
5/8"
IRON
ROD
(10)
2171
399074.34
3292277.87
3515.1
FOUND
5/8"
IRON
ROD WITH YPC MARKED "TYE ENGINEERING"
(9)
2172*
399069.47
3292302.03
3515.0
FOUND
5/8"
IRON
ROD WITH ILLEGIBLE YPC
UNKNOWN
2173
399099.36
3292275.40
3514.2
FOUND
1 /2"
IRON
ROD
DOWN 0.6'
(15)
2174
399099.47
3292275.63
3514.2
FOUND
5/8"
IRON
ROD
DOWN 0.6'
(10)
2175
398990.41
3292327.90
3515.4
FOUND
5/8"
IRON
ROD WITH YPC MARKED -TYE ENGINEERING"
(9)
2177
398298.14
3292702.95
3519.1
FOUND
5/8"
IRON
ROD WITH YPC MARKED "SCE&S"
(11)
2178
398350.01
3292767.29
3518.1
FOUND
5/8"
IRON
ROD
WITH YPC MARKED "SCE&S"
(14)
2179*
398318.75
3292772.16
3518.2
FOUND
5/8" IRON
ROD
WITH ILLEGIBLE YPC
(14)
2180
398296.69
3292794.76
3518.8
FOUND
5/8"
IRON
ROD
WITH YPC MARKED "SCE&S"
(14)
2181
398373.94
3292879.29
3513.2
FOUND
5/8"
IRON
ROD
WITH ILLEGIBLE YPC
(14)
2182
398440.67
3292640.50
3517.8
FOUND
5/8"
IRON
ROD
WITH YPC MARKED "SCE&S"
(11)
2183*
398517.79
3292601.77
3517.1
FOUND
5/8"
IRON
ROD
WITH YPC MARKED "TYE ENGINEERING"
(16)
2184
398514.67
3292592.19
3517.5
FOUND
5/8"
IRON
ROD
WITH ILLEGIBLE YPC
(9)
2185*
398490.76
3292615.78
3517.0
FOUND
5/8"
IRON
ROD
WITH ILLEGIBLE 1-1/2" ALUMINUM CAP
(12)
2186*
398484.60
3292597.66
3516.5
FOUND
5/8" IRON
ROD
WITH ILLEGIBLE 1-1/2- ALUMINUM CAP
(12)
2187
398498.68
3292689.35
3516.6
FOUND
5/8" IRON
ROD
WITH YPC MARKED "OTAK INC"
(7)
2188
398498.68
1 3292690.79
1351 6.E
FOUND
5/8" IRON
ROD
WITH YPC MARKED "OTAK INC"
(7)
1''`NOTE: MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN,
RECORD OF CENTERLINE
LOCATED IN THE SOUTHEAST 1 /4 OF SECTION 17,
1/ f 4 OF SECTION 20, TOWNSHIP 17 SOUTH, RANGE
O
•� LOT 23to
/
V�`�
888� S85'24'42"E 67.51' ' z
LOT 5 - /
ZIN /
LOT 22 /
LOT 17 N89'05'34"W 91.83'
7/
4'
$0, LOT 21 /
LOT 6 \
LOT 20 �91ZT
Elmo
1 i .•
•
CURVE TABLE
CURVE NO.
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C2
(8)
19'56'02"
(19'55'05")
180.00'
(180.00')
62.62'
(62.57)
S80'05'54"W
(S80'06'40"W)
62.31'
(62.26')
C3
(9)
3'43'36"
(3'43'31 ")
1502.39'
1502.39'
97.72'
(97.69)
S30'47'55"E
(S30'50'34"E)
97.71'
(97.67')
MONUMENTS POTENTIALLY
O.B. RILEY ROAD
TOWNSHIP 17 SOUTH, RANGE 12
12 EAST, WILLAMETTE MERIDIAN,
DETAIL: 1" = 1'
O�
S62 44 29"W 0.25
11/5)�O
0 �O
--- 17-0
RIVERSTONE DRIVE
F
GISTERED�l
OFESSIONALD SURVEYOR
0�000AI_
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31/23
AFFECTED BY CONSTRUCTION
EAST, AND THE NORTHWEST 1 /4 OF
CITY OF BEND, DESCHUTES COUNTY,
CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
887
399107.70
3292347.35
3514.59
SET 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "S&F LAND SERVICES"
888
398324.15
3292704.87
3518.66
SET 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "S&F LAND SERVICES"
\ \ VOSTY von"j L
LOT 24
\ to--
\ N13'26'08"E
22.48'---�/
SEE DETAIL �,�;� HALFWAY ROAD
THIS SHEET rS63 44 29"W 0.2517 ij 887 )4�1\/
��
�� 17 N30' 12'46"E CO 16 - -OOto
T RIVERSTONE 3151' 1��'�C2 16
DRIVE
to ' " N83'37'04"E 48 39 W I S00'05'03"W
cv S05 06 02 E_��� ��
25.230 25.67' 0,01'0 4 4� 29.95'
S, 01 5 \--Nlg*53'13"'W
- • 29.95'
S89 33 49 E 11.69 -
S89'56'48"E 11.45'(9) `O17 16
S69'02'07"E \
13.35' \ N69'50'48"E
\ 2.30' \
o
O
PARCEL 1
PARTITION PLAT 2013-15
THE NORTHEAST
OREGON
C�
(al 7�Q \
S&F Land Se
Uri SUgVW ng 6 Q (E SMAHg
901 NW CARLON AVE, SURE 3
SEND, OR 97703
(541) 797-0954
TRACT A
S&F LAND SERVICES MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ACQUIESCENCE, ESTOPPEL, ADVERSE
POSSESSION, ETC.
Calc. By: HTF
Date: 08/28�23
Proj No: 2023-157-08
SHEET 3 OF 3
J
C."
DESCHUTES COUtTrY
FIL W- OR 1.30 23 a.Li0 j A S