HomeMy WebLinkAboutSurvey 20966FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
RECORD
2008
389626.21
3280254.23
FOUND 2"ALUMINUM CAP NOT LEGIBLE
R3
2009
389599.13
3280248.62
FOUND 2"ALUMINUM CAP NOT LEGIBLE
R3
2010
389578.66
3280246.52
FOUND 2"ALUMINUM CAP NOT LEGIBLE
R3
2012
389593.08
3280278.00
FOUND 1" BRASS CAP MARKED "PARAMETRIX"
R4
2013
389594.75
3280278.38
FOUND 1" BRASS CAP MARKED "PARAMETRIX"
R4
2014
389581.09
328031 1.85
FOUND 5/8" IRON ROD W/YPC MARKED "PARAMETRIX"
R4
2018
389690.62
3280254.67
FOUND 5/8" IRON ROD
R1
2019
390107.66
3279637.69
FOUND 5/8" IRON ROD
R2
2020
390151.90
3279724.78
FOUND 5/8" IRON ROD W/YPC NOT LEGIBLE
R2
2021
390156.31
3279722.20
FOUND 5/8" IRON ROD W/YPC NOT LEGIBLE
R2
2022
390161.35
3279730.86
FOUND 5/8" IRON ROD W/YPC NOT LEGIBLE
R2
2023
390156.90
3279733.40
FOUND 5/8" IRON ROD W/YPC NOT LEGIBLE
R2
2024
390130.40
3279737.09
FOUND 5/8" IRON ROD W/YPC MARKED "HWA"
R2
2099
389617.83
3280221.85
1 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "W&H PACIFIC"
R3
CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
830
389606.30
3280281.42
SET MAG NAIL
831
389579,22
3280349.55
SET MAG NAIL W/ 1-1 /2" WASHER MARKED "S&F LANDS CONTROL"
832
390169.69
3279704.94
SET 5/8" IRON ROD W/RPC MARKED "S&F LANDS CONTROL"
833
1 390079.73
1 3279628.94
1 SET MAG NAIL
SCALE 1" = 20'
LINE TABLE
LINE #
BEARING
(BEARING)
DISTANCE
(DISTANCE)
RECORD
L1
S11'41'51"W
(N11°48'39"E)
27.66'
(27.65')
R4
L2
S67°47'10"E
(N67°39'19"W)
36.15'
(36.14')
R4
L3
S52°12'32"E
-
21.84'
-
-
L4
S59°48'18"W
(N60°05'10"E)
10.02'
(10.00')
R2
L5
N59°50'22"E
-
9.97'
-
-
L6
S29°48'47"E
(S29°54'50"E)
24.78'
(24.89')
R2
L7
S17*23'29"W
-
29.27'
-
-
L32
S12*52'37"W
(N11°48'39"E)
1.71'
(1.73')
R4
CURVE TABLE
URVE NO
DELTA
DELTA
RADIUS
RADIUS
LENGTH
LENGTH
CHORD
CHORD
CHORD LEN
CHORD LEN
RECORD
Cl
11°48'20"
(11`47'28")
100.00'
(100.00')
20.60'
(20.58')
S5°47'41"W
(S5`55'07"W)
20.57'
(20.54')
R3
C2
0°14'58"
(0°14'56")
1175.92'
(1175.92')
5.12'
(5.11')
S29'41'42"E
(S29°47'22"E)
5.12'
(5.11')
R2
C3
0°14'49"
(0°14'49")
1185.92'
(1185.92')
5.11'
(5.11')
S30-17'28"E
(S29`47'26"E)
5.11'
(5.11')
R2
NARRATIVE
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 209.155. 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.
BASIS OF BEARINGS/HORIZONTAL DATUM:
WE RESEARCHED
ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO DETERMINE
WHERE RECORD
BEARINGS AND COORDINATES ARE BASED ON THE CENTRAL
MONUMENTS FELL
WITHIN THE EXISTING PAVEMENT. MONUMENTS WERE VISITED
IN SEPTEMBER 2022, AND
ROAD REPAVING
OREGON COORDINATE SYSTEM (COCS), PUBLISHED BY THE
WAS COMPLETED
AUGUST 2022.
DESCHUTES COUNTY SURVEYOR. HORIZONTAL DATUM IS
NAD83(91), WHICH WAS OBTAINED THROUGH A MOLODENSKY
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 TIED
OR
TRANSFORMATION OF NAD83(2011) GPS OBSERVATIONS FROM
REPLACED.
THE ORGN BASE STATION 'BNDM'. COORDINATES OBTAINED
FROM THE COCS ARE GROUND COORDINATES, AND DISTANCES
THIS SURVEY IS
ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY
S&F CONCURRENTLY FOR
ROAD REPAVING
ARE INTERNATIONAL FEET.
PROJECTS ACROSS THE CITY OF BEND
D
ESCHUTES COUNTY SURVEYOR
! 09 Zo zZ BY: C-0 I%n`
\ vxwoq,
2// \
\ L LOT 5
LOT 26
57,
1DE �
V JE9DpVVs \ 83 7
i�
zzCl
�002
y � /
LOT 19
PHPSE Dp \
%�1833
\
LEGEND:
PROCEDURE/ EQUIPMENT:
FIELDWORK PERFORMED APRIL, 2022. 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.
X SET CONTROL AS NOTED IN
CONTROL TABLE
O FOUND MONUMENT AS
NOTED IN MONUMENT TABLE
W/YPC WITH YELLOW PLASTIC CAP
REFERENCE SURVEYS:
(R1) CS10269 VALHALLA PH 1
(R2) CS14710 SHEVLIN MEADOWS PH 1 &2
(R3) CS16620 SHEVLIN RESERVE
(R4) CS20391 OUTCROP
11
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
RENEWS: 12/31/23
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
NW SHEVLIN PARK ROAD
LOCATED IN THE SOUTHWEST 1 /4 OF SECTION 25,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
SCALE 1" = 20'
-owl
LOT 10
LOT 11
0�r
o (0 / StiE�
ry/ �iN
/ oo
�44
�� os
LOT 15
Lj
i 00 O N7g � � 30 8_ 01 \ \ �8•�9.
22 17»W 2 9�* L32 \ 2g E 3
Ld
+ U 01
W \ 01 \ \ 831
LOT 16 �- QQ 01 O�N8 \ ' 17"W 37.75 \�
Q I I DEVELOPMENT
I TRACT A \
zU
60'
901 NW CARLON AVE, SUITE 3
BEND, OR 97703 www.sflands.com
541-797-0954 matt. faulkner@sflands.com
Calc. By: AJP
Date: 09/30/22
Proj No: 2022-157-05
SHEET 1 OF 2
N
0
v"
m
CS 20966
\ / SCALE 1" = 30'
LOT 1
\
NGERENA,SN PpjZK
< OPEN
SPACE
\ / OPEN Q /
\ / SPACE �-
G ��tK p,��
<0
/ OPEN Q
/ \
SPACE / \
04 LOT 39
o
\ GE
OO o4 � / R EvL�N
SHEVLIN
COMMONS
PUD, PH 1,11, 111
TRACT C REFERENCE SURVEYS:
00 04 �° °�5 �' (R5) CS14650, WESTSIDE MEADOWS
< (R6) CS15178, SHEVLIN COMMONS PUD PHASE 1, 2, AND 3
/ (R7) CS15585, WESTSIDE MEADOWS II
(R8) CS17291, RENAISSANCE AT SHEVLIN PARK
OOP 04 •Q (R9) CS18773, SHEVLIN COURT
O 05 -9 (R10) CS19688, SHEVLIN BLUFFS PHASE 2
R11 CS19714, SHEVLIN BLUFFS PHASES 3 AND 4
(R12) CS20636, RECORD OF SURVEY, POWELL, 2021
<0
TRACT A \
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
RECORD
2025
391 126.63
327961 1.73
FOUND
5/8" IRON
ROD
W/YPC
NOT LEGIBLE
R9
2026
391 156.46
3279536.19
FOUND
5/8" IRON
ROD
W/YPC
MARKED "SCE&S"
R9
2027
391 126.43
3279521.62
FOUND
5/8" IRON
ROD
W/YPC
NOT LEGIBLE
R9
2028
391096.77
3279547.16
FOUND
5/8" IRON
ROD
W/YPC
MARKED "SCE&S"
R9
2029
391096.63
3279455.72
FOUND
5/8" IRON
ROD
W/YPC
MARKED "LS2527"
R5
2030
391126.64
3279450.33
FOUND
5/8" IRON
ROD
R5
2031
391 122.69
3279308.30
FOUND
5/8" IRON
ROD
W/YPC
NOT LEGIBLE
R5
2032
391097.58
3279343.93
FOUND
5/8" IRON
ROD
R5
2033
391649.21
3279342.53
FOUND
5/8" IRON
ROD
W/YPC
MARKED "AKS ENGR"
R12
2034
391505.59
3279314.18
FOUND
5/8" IRON
ROD
R7
2035
391447.42
3279156.24
FOUND
5/8" IRON
ROD
R7
2036
391387,01
3279383.73
FOUND
5/8" IRON
ROD
UP 0.10'
R7
2037
391409.70
3279439.23
FOUND
5/8" IRON
ROD
W/YPC
MARKED "AKS ENGR" DN 0.10'
R12
2038
391626.72
3279286.86
FOUND
5/8" IRON
ROD
W/YPC
MARKED "LS2527" DN 0.10'
R7
2039
392778.78
3278453.25
FOUND
5/8" IRON
ROD
W/YPC
NOT LEGIBLE
R10
2040
392687.25
3278339.36
FOUND
5/8" IRON
ROD
W/YPC
NOT LEGIBLE
R10
2041
392663.85
3278358,10
FOUND
5/8" IRON
ROD
W/YPC
MARKED "REEVES LS 2677" DN 0.10'
1 R 1 1
LINE TABLE \
LINE # BEARING (BEARING) DISTANCE (DISTANCE) RECORD / SCALE 1 - 30 /
L8 S54°50'25"E - 43.59' - -
L9 S89°30'42"E (S89'37'35"E) 111.79' (111.86') R5
L10 N10°11'24"W (S10'14'42"E) 30.48' (30.52') R5 /
L1 1 S89°50'07"E - 71.30' - \ LOT 16
L12 N6°36'59"E - 31.00' - - \ \ "�
L13 N25°52'57"E - 33.38' - - \ / / TRACT B
L14 N40°43'53"W - 39.14'
L15 S89°52'24"W (N89°56'02"E) 90.11' (90.21') R9 \ \ /
L16 N68'01'15"W - 50.77' -
L17 S6745'38"W (N68'00'17"E) 59.96' (60.00') R12
L18 S29°42'39"E - 95.07'
0l
L19 S310 55' 20;; E - 42.43; - - 'y� \ ��6 �i���
L20 S67 59'S0 W (N68°00'17"E) 60.03 (60.00') R12 � � / / •h '�
Q 1`L ,•F, \
L21 N38'49'17"W (N38°43'44"W) 30.01' (30.00') R10
L22 N38°41'59"W (N38'43'44"W) 29.98' (30.00') R10 I/ OOP 04
/
L23 N15°12'47"W - 27.10' - - LOT 17
h0 � /
L24 S80'03'12"E - 32.59' - - / �
XZ
L25 N46°03'18"E (S45'53'28"W) 21.01' (21.05') R6 i/ O� 04 / ,N
/ EV L
L26 N44°01'54"W - 30.05' (30.00') R6 \ SNUFFS
L27 N44'09'43"W - 29.98' (30.00') R6 / CA fir,\� PNA D S
L28 S45°58'36"W (S45°53'28"W) 21.07' (21.04') R6
L29 N45'30'14"E (N45°53'28"E) 30.07' (30.00') R8 \ �\ /
L30 N45°49'12"E (N45°53'28"E) 13.14' (13.19') R8
L31 N20' 15'47"E - 20.27'
REGISTERED
LEGEND: PROFESSIONAL
�4E SET CONTROL AS NOTED IN LAND SURVEYOR Comm
Im
CONTROL TABLE ll ? Zpv1 BY• CO11 jn
OO FOUND MONUMENT AS OREGON
NOTED IN MONUMENT TABLE JUNE 08, 2009
MATTHEW J. FAULKNER
W/YPC WITH YELLOW PLASTIC CAP 75618LS
RENEWS: 12/31/23 1-
CONTROL POINTS TABLE
POINT NO,
NORTHING
EASTING
DESCRIPTION
834
391157.22
3279525.20
SET 5/8" IRON ROD W/RPC MARKED "S&F LANDS CONTROL"
835
391107.63
3279658.81
SET MAG NAIL
836
391469.58
3279336.62
SET MAG NAIL W/ 1-1/2-WASHER MARKED "S&F LANDS CONTROL"
837
392784.40
3278421.15
SET MAG NAIL W/ 1-1/2-WASHER MARKED "S&F LANDS CONTROL"
838
392661.10
3278346.47
SET MAG NAIL W/ 1-1 /2" WASHER MARKED "S&F LANDS CONTROL"
839
393577.84
3277597.21
SET 5/8" IRON ROD W/RPC MARKED "S&F LANDS CONTROL"
840
393748.54
3277685.76
SET MAG NAIL W/ 1-1/2" WASHER MARKED "S&F LANDS CONTROL"
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
RECORD
2042
392710.62
3278320.55
FOUND 5/8" IRON ROD W/YPC MARKED "REEVES LS 2677" DN 0.10'
R10
2043
393729.52
3277678.74
FOUND 5/8" IRON ROD W/YPC NOT LEGIBLE
R8
2044
393720.36
3277669.32
FOUND 5/8" IRON ROD W/YPC NOT LEGIBLE
R8
2045
393612.53
3277558.06
FOUND 5/8" IRON ROD W/YPC NOT LEGIBLE
R8
2046
393591.45
3277536.61
FOUND 5/8" IRON ROD
R6
2047
393541.95
3277485.59
FOUND 5/8" IRON ROD W/YPC NOT LEGIBLE
R6
2048
393563.55
3277464.71
FOUND 5/8" IRON ROD W/YPC MARKED "HWA" UP 0.10'
R6
2049
393578.13
3277479.83
FOUND 5/8" IRON ROD W/YPC MARKED "HWA" DN 0.10'
R6
2050
393535.09
3277521.63
FOUND 5/8" IRON ROD W/YPC MARKED "HWA" DN 0.10'
R6
2051
393520.45
3277506.47
FOUND 5/8" IRON ROD W/YPC MARKED "HWA" UP 0.10'
R6
03 Zo ..b`�' SCALE 1" = 100'
O Q
cNNcp ��N`cp
� �+ \'r-Ni9-
103 `N6���� Q 836 o� s � %��� <\\ Z
00
E ,O
3
00 \ l�
E \` N \
I v�Espovvs ! I �
! MEP I I I � GOURT
834
- -I L12 i 0-02 -� ---_1
NW CHARDONNAY LN
(SS89'3042 E 143.10'
89°37'35"E 143.1 O')(R5) \03 iiv L15 02
L 1
I \O 03 L9 02 ` 02 _ C 83~�
\ i
\
1 1 1 !
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION CaIc. By: AJP
NW SHEVLIN PARK ROADLandDate: 09/30/22
LOCATED IN THE NORTHWEST & SOUTHWEST 1 /4 OF SECTION 25, AND NORTHEAST 1 /4 OF SECTION 26 Proj No: 2022-157-05
901 NW GARCON AVE, SUITE 3
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON BEND, OR 97703 www.sflands.com SHEET 2 OF 2
541-797-0954 matt.foulkner@sflands.com
N
CAM
cm
cm
la 20966-