HomeMy WebLinkAboutSurvey 20387I
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16
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18
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MONUMENTS' U;
' OMB
C
\ 23
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'L' 2+88.50 PC
20
21
3+88 68 PRC _
— 'L' 4+16.42 PCCi
22
'L' 5+27.43 PT
'L' 5+34.76 PI
23
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20
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30
5 3 , 2
SCALE 1" = 100'
12 77+88.95 END
SCALE 1" = 50'
LEGEND:
SET CONTROL AS NOTED IN CONTROL TABLE
O FOUND MONUMENT AS NOTED IN MONUMENT TABLE
FD FOUND
IR IRON ROD
MKD MARKED
W/RPC WITH RED PLASTIC CAP
XX FOUND MONUMENT NO.
MONUMENT NOT SEARCHED FOR DUE TO NO
GRINDING OF ASPHALT IN THE ADJACENT AREA,
ASPHALT OVERLAY PERFORMED IS THESE AREAS
BLOCK NUMBER
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 2020, AND ROAD REPAVING WAS COMPLETED MAY 2020.
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) CPS OBSERVATIONS FROM THE ORGN BASE STATION 'BNDM'. COORDINATES OBTAINED FROM THE COCS ARE GROUND
COORDINATES, AND DISTANCES ARE INTERNATIONAL FEET.
REFERENCE SURVEYS:
(R1) CS11457 PROVIDENCE PHASE 5
(R2) CS11721 PROVIDENCE PHASE 5A
(R3) CS16889 FORUM MEADOW
(R4) CS11867 PROVIDENCE PHASE 7
SEE SHEET 2 FOR:
LINE TABLE
CURVE TABLE
CONTROL TABLE
MONUMENT TABLE
PROCEDURE/EQUIPMENT:
FIELDWORK PERFORMED APRIL, 2020. 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.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
DESCHUTES COUNTY SURVEYOR
F1 ! z DZV ii QY.D % ke OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION Calc. By: HTF
LOCKSLEY DRIVE S&F Land SErviCES Date: 10/07/20
LOCATED IN THE NE 1 /4 OF THE NW 1 /4, THE SE 1 /4 OF THE NW 1 /4, AND THE SW 1 /4 OF THE NW 1 /4 OF SECTION 35, 521 NW HARRIMAN ST. Proj No: 2020-157-02
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W LLAM ETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON BEND, OR 97703 www.sflands.com SHEET 1 OF 2
541-797-0954 matt.faulkner@sfIonds.com
NE
LOCKSLEY MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
706
L
1 +40.49
21.92'
LT
387724.38
3307672.38
3582.2
FD
1 /2"
W/YPC MKD "TERRASCOPE", FLUSH
CS 1 1457
1700
-
-
-
386042.15
3306478.25
3610.1
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS16889
1701
-
-
-
386042.16
3306435.32
3608.7
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS16889
1702
-
-
-
386042.63
3306422.12
3608.1
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS16889
1703
-
-
-
386043.25
3306408.92
3607.7
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS16889
1704
-
-
-
386091.75
3306441.56
3607.5
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS16889
1705
-
-
-
386072.16
3306478.12
3610.2
FD
5/8"
IR
W/YPC MKD "HWA",
FLUSH
CS16889
1706
-
-
-
386064.20
3306478.15
3610.2
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS11867
1707
-
-
-
386012.17
3306478.44
3610.9
FD
5/8"
IR
W/YPC MKD "HWA",
FLUSH
CS16889
1708
-
-
-
386013.23
3306405.66
3608.9
FD
5/8"
IR
W/YPC MKD "HWA",
FLUSH
CS16889
1709
L
6+43.33
58.32'
LT
387228.08
3307704.39
3603.4
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS11721
1710
L
6+61.40
0.00'
387204.95
3307647.89
3603.9
FD
5/8"
IR,
FLUSH
CS11721
1711
L
6+68.99
29.55'
RT
387194.80
3307619.12
3603.3
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS11721
1712
L
6+62.01
83.55'
RT
387197.00
3307564.72
3603.5
FD
1 /2"
IR
W/UNREADABLE
YPC,
FLUSH
CS1 1721
1713
L
4+31.58
21 .93'
LT
387431.83
3307658.68
3596.4
FD
1 /2"
IR
W/UNREADABLE
YPC,
FLUSH
CS1 1457
1714
L
4+ 1 6.36
0.01 ' RT
387449.22
3307638.67
3594.8
FD
5/8"
IR,
FLUSH
CS1 1457
1715
L
4+16.33
3.53' RT
387449.71
3307635.18
3594.7
FD
5/8"
IR,
FLUSH
CS1 1457
1716
L
4+16.34
65.49'
RT
387458.00
3307573.78
3592.6
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS1 1457
1717
L
1 +40.01
0.00'
387724.62
3307650.46
3582.0
FD
5/8"
IR,
FLUSH
CS1 1457
1718
L
1 +39.97
54.13'
RT
387724.08
3307596.33
3581.8
FD
5/8"
IR
W/UNREADABLE
YPC,
FLUSH
CS1 1457
2019
L
1 +39.99
120.03'
RT
387723.35
3307530.43
3582.0
FD
5/8"
IR,
FLUSH
CS1 1457
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
CONTROL TABLE
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
702
386022.88
3306561.99
3613.7
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
704
387222.70
3307625.01
3604.0
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
705
387420.24
3307610.19
3596.5
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
DESCHUTES COUNTY SURVEYOR
FILED 1 �.1 S Zo 20 BY D vn 4 lbe r
LINE TABLE
LINE #
BEARING
DISTANCE
L1
SO°37'07"E
140.01'
(R 1)
(NO°33'02"W)
(140.01 ')
L2
SO°37'07"E
148.49'
(R1)
(NO°33'02"W)
(148.49')
L3
S5°02' 18"E
7.33'
(R 1)
(N4°58' 13"W)
(7.33')
L4
S5°02'33"E
126.65'
(R2)
(S4°58'1YE)
(126.65')
L5
S5°02'33"E
127.54'
(R2)
(S4.58'1 YE)
(127.54')
L6
S89°54'02"E
42.97'
(R3)
(S89°59'37"E)
(42.97')
L7
SO°44'08"E
127.33'
(R3)
(SO°49'43"E)
(127.33')
L8
SO° 12'57"E
7.96'
(R3)
(NO° 19'21 "W)
(8.00')
L9
SO* 15' 17"E
22.04'
(R3)
(NO° 19'21 "W)
(22.00')
L10
SO°22' 15"E
29.98'
(R3)
(NO° 19'21 "W)
(30.00')
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C 1
1 1 °28'47"
500.00'
100.18'
N05°07' 16"E
100.01 '
(R1)
(1 1-28'46")
(500.00')
(100.18')
(S05°1 1'21 "W)
(100.01')
C2
T 10'44"
500.00'
27.74'
S09° 16' 18"W
27.74'
(R1)
(3-10'44")
(500.00')
(27.74')
(S09-20'07"W)
(27.74')
C3
12°43' 15"
500.00'
1 1 1.01 '
S01 ° 19' 19 "W
1 10.78'
(R1)
(12°43'13")
(500.00')
(1 1 1.01')
(S01°23'27"W)
(110.78)
C4
4° 12'52"
180.00'
13.24'
S87°47'43"E
13.24'
(R3)
(4-12'50")
(180.00')
(13.24')
(S87°53' 12"E)
(13.24')
C5
15*56' 16"
180.00'
50.07'
SOT 14'00"W
49.91 '
(R3)
(15.56' 18")
(180.00')
(50.07')
(S07'08'25"W)
(49.91 ')
C6
4` 10'57"
180.00'
13.14'
N87°46'46"W
13.14'
(R3)
(4-11'03"0
(180.00')
(13.14')
(N87°52'19"W)
(13.14')
I REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION Calc. By: HTF
LOCKSLEY DRIVE 1S&F Land Date: 10/07/20
LOCATED IN THE NE 1 /4 OF THE NW 1 /4, THE SE 1 /4 OF THE NW 1 /4, AND THE SW 1 /4 OF THE NW 1 /4 OF SECTION 35, 521 NW HARRIMAN ST. Pro] No: 2020-157-02
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WI LLAM ETTE MERIDIAN, CITY OF BEND, DESCH U TES COUNTY, OREGON BEND, OR 97703 www.sflands.com SHEET 2 OF 2
541- 97-0954 matt.faulkner@sflands.com
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