HomeMy WebLinkAboutSurvey 20703\ \ MATCH LINE A I D
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LEGEND:
SET CONTROL AS NOTED IN CONTROL TABLE
0• FOUND MONUMENT AS NOTED IN MONUMENT TABLE
W/YPC WITH YELLOW PLASTIC CAP
FD FOUND
IR IRON ROD
MKD MARKED
® FOUND MONUMENT NO.
p SET 1-3/16" BERNTSEN BRASS DISK MKD
"SF LAND SERVICES"
40' 0 20' 40' 80'
SCALE: 1" = 40'
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. UPON CONSULTATION
WITH THE DESCHUTES COUNTY SURVEYOR, IT WAS DECIDED THAT WHEN WE RECOVERED MONUMENTS BEFORE THE GRIND
INLAY/OVERLAY, THAT WE WOULD HAMMER DOWN THE MONUMENTS A FEW TENTHS OF A FOOT INTO THE PAVEMENT, SO THE
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
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/
HORIZONTAL DATUM" FOR SCALE FACTOR AND COORDINATE SYSTEM DETAILS.
AZURE DRIVE CONTROL TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
804
A
0+05.75
28.95 LT
384788.76
3302085.10
3656.6
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
805
A
4+50.42
20.80 LT
385120.85
3302353.25
3652.6
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
SAVANNAH DRIVE CONTROL
TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
805
S
1 +50.82
31.44
LT
385120.85
3302353.25
3652.6
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
806
S
5+14.63
2 5.9 4
LT
385484.69
3302357.06
3649.0
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
807
S
12+73.24
2 5.9 4
RT
386240.33
3302349.77
3638.1
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
808
S
14+71.26
2 3.2 3
LT
386365.04
3302188.27
3633.7
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
809
S
17+31.28
19.55
LT
386629.51
3302155.72
3632.5
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
SEE SHEET 2 FOR:
SAVANNAH DRIVE
SEE SHEET 3 FOR:
LINE TABLE
CURVE TABLE
MONUMENT TABLE
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
SAVANNAH DRIVE & AZURE DRIVE
REFERENCE SURVEYS:
(R1) CS11964 - PILOT BUTTE PARK DEVELOPMENT PHASES I + VI
(R2) CS12349 - PILOT BUTTE BUSINESS PARK
(R3) CS13090 - PILOT BUTTE PARK DEVELOPMENT PHASES II + VI
(R4) CS18811 - REMONUMENTATION OF RECORD CENTERLINE MONUMENT
LOCATED IN THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 AND THE SOUTHEAST 1 /4 OF THE NORTHWEST 1 /4 OF SECTION 34,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
DESCHUTES ciouNrY SURVEYOR
� � Z Zou �Y, c�ccp►w
901 NW CARLON AVE. SUITE 3
BEND, OR 97703 www.sflands.com
541-797-0954 matt.faulkner@sflands.com
LAl !-±T.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
Date: 09/28/21
Proj No: 2020-157-03
SHEET 1 OF 3
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r � S: 19+54.42 END \ \
LOT 24 ; I \ �• LOT 7 /
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\ NOTE: ALIGNMENT DATA FOR
N E LI N N EA •O �S�' �NT I �� / NN \ SAVANNAH DRIVE, "
ALIGNMENT S
DRIVE 88 ( x9S / �/ BETWEEN STA. 5+50 AND STA.
6 O �� .0 / 12+22.76 IS NOT SHOWN
,o p HEREON. MONUMENTS WERE
I I LOT 16 LOT 13 I / 'SOT NOT SEARCHED FOR BETWEEN
([MD Ve
— — y
LOT 10 F<F THESE STATIONS DUE TO NO
30' • pyq GRINDING OF ASPHALT.
30' ( 89 •l\ 1
89 \ 40' 0 20' 40' 80'
i 9 I
\ SCALE: 1" = 40'
809
LOT 9
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\ LOT 2 LEGEND:
SET CONTROL AS NOTED IN CONTROL TABLE
q z 0• FOUND MONUMENT AS NOTED IN MONUMENT TABLE
\ LOT 3
o � W/YPC WITH YELLOW PLASTIC CAP
m N LOT 4 / FD
FOUND
IR IRON ROD
15+�3 52 P 89 MKD
w 5 LOT 1 MARKED
LOT 3 0 FOUND MONUMENT NO.
f v V I MATCH LINE A `- - p SET 1-3/16" BERNTSEN BRASS DISK MKD
W
LOT 1 S: 14+96.17 PC / "SF LAND SERVICES"
00 AkOT \ 60..co
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N
LOT 9 30' 30' ASS p(J _ ZACHARY COURT \ �� / REGISTERED
'9R�F (60') \ ,gyp s / PROFESSIONAL
po0 zD0 \f DESCHUTES COUNTY SURVEYORLAND SURVEYOR
8 \ Q �Z ZZ ZOZ�
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S. 0+00 BEGIN I �� �•\` x�,`L' LOT 6 F� OREGON
0 + LOT 32 \ �� r'� I �`L
JUNE 08, 2009
, MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION Callc. By: HTF
SAVANNAH DRIVE 8c AZURE DRIVELandDate: 09/28/21
LOCATED IN THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 AND THE SOUTHEAST 1 /4 OF THE NORTHWEST 1 /4 OF SECTION 34, Proj No: 2020-157-03
901 NW GARCON AVE. SUITE 3
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON BEND, OR 97703 www.sflands.com SHEET 2 OF 3
541-797-0954 matt. foulkner@sflan ds.com
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SAVANNAH DRIVE MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
1879
S
1 +60.17
5 4.2 7 LT
385130.10
3302330.37
3652.3
FD 5/8" IR W/YPC MKD "HWA" DOWN, 0.10'
CS12349
1880**
S
1 +60.07
29.95 LT
385130.11
3302354.69
3652.8
FD 5/8" IR
CS12349
1881
S
1 +30.10
54.16 LT
385100.03
3302330.63
3651.5
FD 5/8" 1 R
CS 12349
1882
S
1 +30.02
0.00 LT
385100.20
3302384.78
3652.7
FD 5/8" IR W/ILLEGIBLE YPC
CS12349
1883
S
4+72.14
0.03 LT
385442.32
3302383.17
3648.8
FD 5/8" IR W/ILLEGIBLE YPC
CS13090
1884**
S
4+42.22
29.98 LT
385412.26
3302353.36
3649.5
FD BRASS SCREW
CS13090
1885**
S
5+02.14
2 9.9 9 LT
385472.18
3302353.07
3649.2
FD BRASS SCREW
CS13090
1886
S
14+34.21
91.56 LT
386293.56
3302157.71
3635.8
FD 5/8" IR W/ILLEGIBLE YPC
CS13090
1887
S
14+28.28
49.94 LT
386314.76
3302194.02
3634.4
FD 5/8" IR W/ILLEGIBLE YPC
CS13090
1888
S
14+23.18
0.13 RT
386341.84
3302236.43
3634.0
FD 5/8" IR W/ILLEGIBLE YPC
CS13090
1889
S
14+96.24
0.13 RT
386399.12
3302191.07
3632.6
FD 5/8" IR W/ILLEGIBLE YPC
CS13090
1890
S
15+73.65
0.11 RT
386467.45
3302155.83
3631.9
FD 5/8" IR
CS13090
1891
S
14+96.23
29.89 LT
386380.48
3302167.54
3632.7
FD 5/8" IR W/YPC MKD "HWA"
CS13090
1892
S
14+58.37
2 9.7 8 LT
386350.86
3302191.14
3634.1
FD 5/8" IR W/YPC MKD "HWA"
CS13090
1893
S
14+62.92
83.14 LT
386321.29
3302146.49
3636.1
FD 5/8" IR W/YPC MKD "HWA"
CS13090
1894
S
16+99.82
101.68 LT
386626.15
3302064.24
3630.2
FD 5/8" IR W/ILLEGIBLE YPC
CS11964
1895
S
17+07.17
45.02 LT
386615.20
3302120.71
3631.0
FD 5/8" IR W/ILLEGIBLE YPC
CS11964
1896
S
17+07.13
5.09 LT
386600.17
3302157.70
3632.1
FD 5/8" IR W/ILLEGIBLE YPC
CS11964
1897
S
17+95.19
0.03 LT
386670.12
3302212.09
3633.1
FD 5/8" IR
CS11964
1898
S
18+19.97
2 9.9 2 RT
386664.95
3302250.62
3632.7
FD 5/8" IR W/YPC MKD "HWA"
CS11964
1899
S
19+54.42
0.11 LT
386778.30
3302328.94
3632.1
FD 5/8" IR W/ILLEGIBLE 2" ALUM CAP
CS18811
2002
S
0+00
0.00
384970.18
3302385.39
3650.5
FD 5/8" IR
CS12349
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
**NOTE:ORIGINAL MONUMENT DESTROYED AND REPLACED WITH A 1-3/16" BERNTSEN DISK MKD "SF LAND SERVICES"
AZURE DRIVE MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
1873
A
1 +20.22
0.03 RT
384880.49
3302158.69
3653.5
FD 5/8" IR W/ILLEGIBLE YPC
CS12349
1874
A
0+38.74
0.10 RT
384805.72
3302127.05
3655.3
FD 5/8" IR W/ILLEGIBLE YPC
CS12349
1875
A
2+11.25
30.81 RT
384961.05
3302211.07
3652.0
FD 5/8" IR W/ILLEGIBLE YPC
CS12349
1876
A
2+30.14
30.42 RT
384979.45
3302215.38
3652.1
FD 5/8" IR W/ILLEGIBLE YPC
CS12349
1877
A
2+30.29
0.00
384987.13
3302185.94
3641.5
FD 5/8" IR W/ILLEGIBLE YPC
CS12349
1878
A
3+37.30
30.01 LT
385097.82
3302228.59
3651.5
FD BRASS SCREW
CS12349
1879
A
4+27.60
30.14 LT
385130.10
3302330.37
3652.3
FD 5/8" IR W/YPC MKD "HWA" DOWN, 0.10'
CS12349
1880**
A
4+51.90
3 0.0 5 LT
385130.11
3302354.69
3652.8
FD 5/8" IR
CS12349
1881
A
4+27.71
0.07 LT
385100.03
3302330.63
3651.5
FD 5/8" IR
CS12349
1882
A
4+81.86
0.01 LT
385100.20
3302384.78
3652.7
FD 5/8" IR W/ILLEGIBLE YPC
CS12349
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
**NOTE:ORIGINAL MONUMENT DESTROYED AND REPLACED WITH A 1-3/16" BERNTSEN DISK MKD "SF LAND SERVICES"
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
SAVANNAH DRIVE &AZURE DRIVE
LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 34,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
LINE TABLE
LINE #
BEARING
DISTANCE
L1
S14*20'53"W
110.09'
(R2)
N 14'20'55"E
1 10.09'
L2
S89`45'28"W
54.15'
(R2)
S89°45'30"W
54.13'
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
Cl
8` 13'44"
270.00'
38.78'
S27"30'41 "W
38.74'
(R2)
8` 13'44"
270.00'
38.78'
N27"30'42"E
38.75'
C2
17` 16'40"
270.00'
81.42'
S22'59' 13"W
81.1 1 '
(R2)
17* 1 6'40"
270.00'
81.42'
N22°59' 15"E
81 .1 1'
C3
75°24'35"
150.00'
197.42'
S52°03'10"W
183.48'
(R2)
75°24'35"
150.00'
197.42'
N52'03'12"E
183.48'
C4
22°03'31"
200.00'
77.00'
S27°21'06"E
76.52'
(R3)
22`09'27"
200.00'
77.34'
S27' 16'24"E
77.34'
C5
63°33'20"
200.00'
221.86'
S15°27'22"W
210.66'
(R1)
63°27'48"
200.00'
221.51'
S15*31'470PW
210.36'
E��$�iHurEs COURrY SURVEYOR
901 NW CARLON AVE. SUITE 3
BEND, OR 97703
www.sflands.com
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
Date: 09/28/21
Proj No: 2020-157-03
SHEET 3 OF 3
�$ 201 83+e