HomeMy WebLinkAboutSurvey 20700I MATCH
LOT 1 LINE A ----
30'
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MT. HOPE 98
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98
LOT 27 -
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LOT 28
30'
20'
O
BLAKELY
CONDOMINIUM
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20'
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PORTION
OF LOT 31
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MT. FAITH 98 /
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T�— (33') S89°29'06"E 30.04'
98 30.00' (R2)
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30' 30' SG�T � y
LOT 57F LOT 9 ti
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M�SR
LOT 13
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1 MFSR
I LOT 6
PORTER
PLACE
(60')
MATCH LINE B
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NARRATIVE
PORTION
THE PURPOSE OF THIS SURVEY, PERFORMED AT THE REQUEST OF THE CITY OF BEND, IS TO PRESERVE AND PERPETUATE THE
OF LOT 30
LOCATIONS OF EXISTING MONUMENTS DURING STREET REPAVING IN ACCORDANCE WITH ORS 209.155. UPON CONSULTATION
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WITH THE DESCHUTES COUNTY SURVEYOR, IT WAS DECIDED THAT WHEN WE RECOVERED MONUMENTS BEFORE THE GRIND
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INLAY/OVERLAY, THAT WE WOULD HAMMER DOWN THE MONUMENTS A FEW TENTHS OF A FOOT INTO THE PAVEMENT, SO THE
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MONUMENTS WOULD NOT BE DISTURBED DURING THE REPAVING. 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 APRIL 2021, AND ROAD REPAVING WAS
COMPLETED JULY 2021.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO ANY RECORD PROPERTY LINES
OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED OR REPLACED. THE PLATS AND ROADS SHOWN WERE
NOT RETRACED, AND THE CENTERLINES AND STATIONING SHOWN ARE FOR SHOWING THE RELATIONSHIP OF MONUMENTS TO
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EACH OTHER, AND ARE NOT TO BE CONSIDERED DEFINITIVE RETRACEMENTS OF THOSE PLATS AND ROADS.
THIS SURVEY IS ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY S&F CONCURRENTLY FOR ROAD REPAVING
PROJECTS ACROSS THE CITY OF BEND.
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.
PROCEDURE/ EQUIPMENT:
FIELDWORK PERFORMED APRIL, 2021. 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/
TS HORIZONTAL DATUM" FOR SCALE FACTOR AND COORDINATE SYSTEM DETAILS.
PARCEL 1
PORTION
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OF LOT 30
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o—
LOT 26
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Y8
m
PARCEL 2
LOT 45
0
99
LOT 7
OANNA
o
/ 824
AY
co (60')
0---
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SO�F
S89°29'06"E
30.00'
S89°24'39"E
30.00' (R1)
LOT 6
I
REFERENCE
SURVEYS:
SEE SHEET 2 FOR:
ELILANEZABETH Q---
0— —
I
30'
MONUMENT TABLE (R1)
CS15218 -
THREE SISTERS
(60')
97
S89'29'06"E 30.01'
LOT 16
30'
(R2)
CONTROL TABLE
CS16963
— BLAKELY SOUTH
30.00' (R2)
z
50' 0 25' 50' 100' (R3)
CS17356
- RECORD OF SURVEY FOR STREET DEDICATION
S89°25'00"E 30.00' (R5)
I
q
(R4)
CS14223
- HIGH DESERT VILLAGE
-- —
LOT 5
_ STjyR
0
(R5)
SCALE: 1" = 50'
CS16322
- CASCADE VISTA P.U.D
FRS
(R6)
CS19662
- PROPERTY LINE ADJUSTMENT FOR TAX LOT 1300
m
(R7)
CS16744
- PORTER JAMES If
LOT 4
o
(R8)
CS12209
- RIGHT OF WAY MAP OF A PORTION OF POWERS ROAD
30
0
LOT 16 30
I LOT 15
LOT 15
z I
q z LOT 3
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p o Ci D
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o m It O BETH
tiF Gy�� Y
PORTION TS
OF LOT 30
0 N AVENUE — --~
ri rn m "� LOT 2 Q--- POWERS ROAD —
o N O (60') 41 (VARIABLE RIGHT-
x o D S89°29'06"E 30.05' OF —WAY )
- v S89°24'39"E 30.00' (R1) B: 15+78.77 END 0
N
20 — ' i
—r z 99
0o q Lrd z
0
LOT 1 > 0 99 w
01
LOT 1 0 ,,; �(,�� 30' @L,9
O ��ti ! p LOT 12 CD
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r
° `! �L I Jq RTF v O D x PORTION
30 30' MFSR �: v OF LOT 30
BADGER ROAD O
30'
B: 0+00 BEGIN(50'97 I LOT 1 MATCH LINE A MATCH LINE B
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
BLAKELY ROAD
LOCATED IN THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 AND THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF
SECTION 8, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
•!•
�s
DESCHUTES COUNTY, SURVEYOR
FILED I z zzo By:_2&12
r- A-% r- w I r"% _
SET CONTROL AS NOTED IN CONTROL TABLE !LAND
FOUND MONUMENT AS NOTED IN MONUMENT'TABLEEGISTERED
OFESSIONAL
W/YPC WITH YELLOW PLASTIC CAP SURVEYOR
W/OPC WITH ORANGE PLASTIC CAP 10
FD FOUND
IR IRON ROD OREGON
MKD MARKED JUNE 08, 2009
®MATTHEW J. FAULKNER
FOUND MONUMENT NO. 75618LS
RENEWS: 12/31 /21
Calc. By: HTF
S&F LandDate: 09/29/21
901 NW CARLON AVE. SUITE 3 Proj No: 2020-157-03
BEND, OR 97703 www.sflands.com SHEET 1 OF 2
541-797-0954 matt.faulkner@sfiands.com
�S 2o7ao-
LOCATED
SECTION 8,
BLAKELY ROAD MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
1977
B
0+29.89
30.43 LT
373533.32
3290512.38
3788.9
FD 5/8" IR DOWN 0.50
CS14223
1978
B
0+20.04
20.00 RT
373523.02
3290562.72
3788.8
FD 5/8" IR
CS16963
1979
B
2+60.01
30.01 LT
373763.43
3290514.87
3790.6
FD 5/8" IR W/ILLEGIBLE YPC
CS14223
1980
B
2+62.12
30.13 RT
373765.00
3290575.03
3791.5
FD 5/8" IR W/YPC MKD "SCE&S"
CS 16963
1981
B
3+01.97
30.03 RT
373804.85
3290575.28
3791.7
FD 5/8" IR W/YPC MKD "SCE&S" DOWN 0.30'
CS16963
1982
B
4+22.16
30.09 RT
373925.03
3290576.42
3792.1
FD 5/8" IR
CS16963
1983
B
4+74.56
30.04 LT
373977.98
3290516.77
3791.6
FD 5/8" IR W/ILLEGIBLE YPC
CS16322
1984
B
4+89.11
30.04 LT
373992.52
3290516.90
3791.8
FD 5/8" IR
CS16322
1985
B
5+05.50
29.97 LT
374008.91
3290517.11
3791.7
FD 5/8" IR W/ILLEGIBLE YPC
CS16322
1986
B
6+55.95
29.69 LT
374159.36
3290518.74
3791.4
FD 5/8" IR W/ILLEGIBLE YPC
CS16322
1987
B
6+72.43
30.03 LT
374175.84
3290518.55
3791.7
FD 5/8" IR W/ILLEGIBLE YPC
CS16322
1988
B
6+88.89
30.06 LT
374192.30
3290518.68
3791.5
FD 5/8" IR W/ILLEGIBLE YPC
CS16322
1989
B
8+63.78
30.05 LT
374367.17
3290520.26
3790.9
FD 5/8" IR
CS15218
1990
B
8+25.16
30.09 RT
374328.02
3290580.05
3791.0
FD 5/8" IR W/OPC MKD "MUNSON & ASSOC"
CS19662
1991
B
7+16.25
30.18 RT
374219.12
3290579.16
3791.2
FD 5/8" IR W/OPC MKD "MUNSON & ASSOC" DOWN 0.30'
CS19662
1992
B
10+64.00
30.00 LT
374567.38
3290522.11
3789.7
5/8" IR W/ILLEGIBLE YPC
CS15218
1993
B
12+73.56
29.90 LT
374776.94
3290524.09
3786.8
5/8" IR W/ILLEGIBLE YPC
CS16744
1994
B
15+78.77
0.00
375081.86
3290556.73
3783.2
FD 5/8" IR W/ILLEGIBLE 2" ALUM CAP
CS12209
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
CONTROL TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
824
B
3+21.34
29.31 RT
373824.22
3290574.74
3791.9
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
825
B
6+21.67
17.15 RT
374124.66
3290565.28
3792.2
SET 5/8" IR W/RPC MKD "S&F LANDS CONTROL"
826
B
10+93.80
18.05 LT
374597.08
3290534.33
3789.7
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
BLAKELY ROAD
IN THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 AND THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
901 NW CARLON AVE. SUITE 3
BEND, OR 97703
541-797-0954
DESCiiUTES COUNTS SURVEYOR
Flgy. .
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
Date: 09/29/21
Proj No: 2020-157-03
www.sflands.com I SHEET 2 OF 2
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CS20700-