HomeMy WebLinkAboutSurvey 21152NARRATIVE 27+35.32 �� 10
THE PURPOSE OF THIS SURVEY, PERFORMED AT THE REQUEST OF THE CITY OF BEND, IS TO PRESERVE 2 \� s 6 DETaL "A" SHEET 3
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 MATCH LINE
ELEVATION FROM THE ORIGINAL MEASUREMENT. FOUND CENTERLINE MONUMENTS ARE BURIED UNDER A -
LIFT OF NEW ASPHALT. 1
I w
o YELLOW RIBBON DR
WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO DETERMINE I 1 + +
WHERE RECORD MONUMENTS FELL WITHIN THE EXISTING PAVEMENT. MONUMENTS WERE VISITED IN _0 N
MARCH 2O23 FOR VERIFICATION, AND ROAD REPAVING WAS COMPLETED JULY 2023. 10
OAK
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO ANY o IhI�Ati��E IC I
RECORD PROPERTY LINES, RIGHT-OF-WAY, OR CENTERLINE, OTHER THAN THE LOCATION AT WHICH N IIA�o
40'7
THEY WERE FOUND AND TIED OR REPLACED.LOT 1mI
THIS SURVEY IS ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY S&F CONCURRENTLY FOR 10)
Ln
ROAD REPAVING PROJECTS ACROSS THE CITY OF BEND. 00
co
PROCEDURE/EQUIPMENT: o o z
000
FIELDWORK PERFORMED MARCH, 2023 AND AFTER CONSTRUCTION IN JULY, 2023. REAL-11ME 1 N o o LOT 1 LOT
KINEMATIC (RTK) OBSERVATIONS (COLLECTED USING TRIMBLE R10 GNSS RECEIVERS) AND TRAVERSE o N 1 14
DATA (COLLECTED USING A TRIMBLE S7 TOTAL STATION) WERE ADJUSTED USING THE LEAST SQUARES I s zo LOT 13
METHOD IN TRIMBLE BUSINESS CENTER (TBC); THE RESULTING RELATIVE ACCURACY IS IN w w ( o
CONFORMANCE WITH THE PRINCIPLES STATED IN O.R.S. 92.050. DATA WAS REDUCED TO GROUND �; 866 NE C O U R T N E Y DR N
MEASUREMENTS. SEE "BASIS OF BEARINGS/ HORIZONTAL DATUM" FOR SCALE FACTOR AND 11
COORDINATE SYSTEM DETAILS. \
BASIS OF BEARIIOIGS HORIZOIOITAL DATUM: 1 O 17+11.52 N89'53'40"E 90.09' co
BEARINGS AND COORDINATES ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), N89'57'16"E 90.07'(4) 1 1 obo \
PUBLISHED BY THE DESCHUTES COUNTY SURVEYOR. HORIZONTAL DATUM IS NAD83(91), WHICH WAS - - -�-- - 0° Oo Q
OBTAINED THROUGH A MOLODENSKY TRANSFORMATION OF NAD83(2011) GPS OBSERVATIONS FROM THE 1 O N E CON N ERS I \
ORGN BASE STATION 'BNDM'. COORDINATES OBTAINED FROM THE COCS ARE GROUND COORDINATES, IN89053'40"E 49.99' AVE I 1 \
AND DISTANCES ARE INTERNATIONAL FEET. - - N89'57'16"E 50.00'(5) _
SHEET INDEX: 870 i 1 o z N \
ozl *-4
qo
® LOT 12
UTC3 a ,.
SHEET 1: NARRATIVE, PROCEDURE/EQUIPMENT, ( «� o
S'
BASIS OF BEARINGS/HORIZONTAL DATUM, I o N
ZdZ3 �, Cp � REFERENCE SURVEYS, 27TH STREET
l 'ns MONUMENTS
_NOW (A
SHEET 2: 27TH STREET MONUMENTS
V 0) v
SHEET 3: MONUMENT TABLE, CONTROL TABLE, �® o O^ o I ITT RED OAK DRIVE
REFERENCE SURVEYS. 27TH STREET MONUMENTS N 1 v"
(1) CS11871 OAK TREE, PHASE I BY JAMES R. TYE, RECORDED JUNE 15, 1994 � 1
(2) CS12671 RECORD OF SURVEY BY JOEL G. SMITH, FILED AUG. 21, 1996 -4 ( LOT 11
() / I
3 CS13507 HIGH POINTE, PHASE 3 BY JOEL G. SMITH, RECORDED DEC. 29, 1998 a o z =
4CS13736 CARPENTER SUBDIVISION BY DAVID R. WILLIAMS RECORDED AUG. 13 1999 1 o o 4 e
(5) CS13764 VILLAGE AT OAKTREE, PHASE 11 BY DAVID R. WILLIAMS, RECORDED SEP. 7, 1999 5p' / LOT 10
(6) CS15297 BRIER RIDGE BY PETER A. MANLEY, RECORDED FEB. 28, 2003 ( m 1 LOT 2 / `
(7) CS17351 BRECKENRIDGE BY JERRY C. POWELL, RECORDED JUNE 1, 2007 N IV /
(8) CS18020 ROOSTER ROCK, PHASE I BY KEVIN J. BLAKLEY, RECORDED JULY 20, 2009 °' w 4m /
1 cn cr w
(9) CS18100 RECORD OF SURVEY BY PETER A. MANLEY, FILED JAN. 12, 2010 cw iA /
(10) CS20385 RECORD OF CENTERLINE MONUMENTS BY MATTHEW J. FAULKNER, FILED DEC. 7, 2020 I N N o W COR OF THE S1/2, NW1/4,
(11) CS10844 THE WINCHESTER ARMS, DESCHUTES COUNTY PLAT NO. 359 BY RICHARD L. BRYANT, RECORDED MAY 3, 1978 �-�- + + SW1/4, of SEC 26
(12) CS11747 MOUNTAIN VIEW PARK, PHASE I BY PHILIP R. BALDNER, RECORDED JAN. 31, 1994 Lo I 1 g72 I 1 /64 OF SECTION 26-27 / LOT
(13) OREGON CORNER RESTORATION RECORD NO. 1410 BY KENNETH L. GRANTHAM, DATED JUNE 21, 1994 I---- 50' 9
(14) OREGON CORNER RESTORATION RECORD NO. 1026 BY JOHN C. BLUNT, DATED APRIL, 24, 1981 50, ^� P1: 20+76.52
(15) CS03243 SINGLE PROPORTIONED CORNERS FOR DESCHUTES COUNTY CADASTRAL BY MICHAEL L. TOMPKINS, ( ® OO
DATED JAN. 9, 1989 1 i 1 10
(16) OREGON CORNER RESTORATION RECORD N0. 928 BY MICHAEL L. TOMPKlNS, DATED DEC. 14, 1988 , oUTH 1/16 OF SECTION 26 27 8j�
I
(17) CS12081 REPLAT OF LOTS 8, 9, 10, 11, 12 AND COMMON LOT C OF MOUNTAIN VIEW PARK, PHASE I BY LYNN J. BRUNO�
RECORDED FEB. 8, 1995 1
(18) CS18436 OBSIDIAN RIDGE, PHASES I AND 11 BY DAVID R. WILLIAMS, RECORDED OCT. 10, 2012 PI: 14+17.53 +. .► I
(19) OREGON CORNER RESTORATION RECORD NO. 1954 BY PATRICK G. COLE, DATED AUG 7, 2018
(20) CS17543 PARTITION PLAT 2007-66 BY JAMES D. PERRY, RECORDED NOV. 1, 2007 10 0
(21) CS13139 THE WOODLANDS PHASE I BY JAMES R. TYE, RECORDED DEC. 15, 1997 I o N
LEGEND: Z I + 4o
o0Z 04 Im
- - UNRESOLVED RIGHT OF WAY IQ o Q 1 I LOT 8 N REGISTERED
UNRESOLVED SUBDIVISION BOUNDARY ( c K N I LOT 7 1 00 1 PROFESSIONAL
t° ui 1 co LAND SURVEYOR
UNRESOLVED LOT/PARCEL LINE 1 m 1
CIE SET CONTROL AS NOTED IN 14 ; w / $65
CONTROL TABLE rn4 \ ( OREGON
O Ln
FOUND MONUMENT AS �'� .� \ �, MATTHEW J. FAULKNER
NOTED IN MONUMENT TABLE I LOT 6 I 1 75618LS
W YPC 1 \
/ WITH YELLOW PLASTIC CAP I I I RENEWS:12/31/23
MATCH I �
LINE
50' 0 25' 50' 100' 27 `• 26 S&F LAND SERVICES MAKES NO
WARRANTIES AS TO MATTERS OF
1 +00 -f \� 10 UNWRITTEN TITLE SUCH AS
ACQUIESCENSHEET 1 OF 3 SCALE: 1" - 50' 34 35 NE N E FF R D POSSESSION, ETC. OPPEL, ADVERSE
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION Calc. By: HTF
NORTHEAST 27TH STREET S&F Land Services Date: 03/17/23
LOCATED IN THE SE 1 /4 OF THE SE 1 /4 S. 22, SW 1 /4 OF THE SW 1 /4 OF S. 23, EAST 1 /2 OF THE EAST 1 /2 OF S. 27 AND THE Land Suter&Vawg E Rwffnlm Ong Proj NO: 2023-157-09
901 NW GARCON AVE, SURE 3
WEST 1 /2 OF THE WEST 1 /2 OF S. 26 TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON ' 79 -� SHEET 1 OF 3
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40'
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89'S6'31 " 10.00'(7)
11 N C1
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LOT 1 N R
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mLOT 2�
40'
LOT 3
I 50 LOT 25 \
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LOT 24 /
• / LOT 23
35.32 10 /
27126
O LOT 41 LOT 40
11 I
1 1 ®ARU�L
SEE DETAIL "A" PEgAS E I
REGISTERED _1 SHEET 3
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
RENEWS: 12/31/23
SHEET 2 OF 3
CALCULATED POSITION
OF 1/16 CORNER
66+97.60
I i j
LOT 62 I 1
I
1 LOT 31 I LOT 3 2 LOT 3 3
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LOT 30 / LOT 29 /
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Aq LOT 10 LOT 28 O
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LOT 1 /
+ + y6-
I ® LOT 2
I
LOT 9
I I LOT 3
S89'54'34"E 22.18' / LOT 4
\ 22.15' (14)� 2 2 2 3 lPi: 53+78.47 /
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LOT 9 27
SEE DETAIL "B" SHEET 3
26
LOT 1 LOT
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CALCULATED POSITION
OF 1/16 CORNER
66+97.60
LOT 9 6 I
NE JILL
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1
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 5 6
LOT 57
LOT 58
I
I LOT 22
875
13 �
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LOT 21
NE JILL AVE
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LOT 4
so• I LOT 1
50'
� LOT 3
LOT 2
LOT 22
oyl
LOT 21
� LOT 20
LOT 19
12 OO OO- 12 —J_
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OBSIDIAN RIDGE,
PHASES 1 AND III
SEE DETAIL 'B' SHEET 3 22 23
09
27 26
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S&F LAND SERVICES MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ACQUIESCENCE, ESTOPPEL, ADVERSE
POSSESSION, ETC.
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION Calc. By: "T
NORTHEAST 27TH STREET
S&F Land Services Date: 03/17/23
LOCATED IN THE SE 1 /4 OF THE SE 1 /4 S. 222 SW 1 /4 OF THE SW 1 /4 OF S. 23, EAST 1 /2 OF THE EAST 1 /2 OF S. 27 AND THE Land 5uuv&Vag & Qs SmAng Proj No: 2023-157-09
WEST 1 /2 OF THE WEST 1 /2 OF S. 26 TOWNSHIP 17 SOUTH, RANGE 12 EAST, W. M ., CITY OF BEND, DESCH U TES COUNTY, OREGON �' 54,,ARLONA VFa SHEET 2 OF 3
MD, OR M03
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I
NE 27TH STREET MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
1771
27TH
25+25.92
40.03 RT
390972.50
3305186.54
3546.5
FOUND 5/8" IRON ROD
(10)
2099
27TH
53+78.47
0.00
393825.02
3305142.97
3519.7
FOUND ILLEGIBLE 3" ALUMINUM CAP IN MONUMENT BOX
(16)
2100
27TH
27+35.32
0.00
391181.88
3305146.37
3546.5
FOUND 3" BRASS CAP IN MONUMENT BOX, MARKED PER OCRR NO. 1410
(13)
2101*
27TH
14+17.53
0.00
389864.08
3305147.36
3563.6
FOUND 5/8" IRON ROD
(15)
2102*
27TH
17+11.57
49.96 RT
390158.17
3305197.08
3553.8
FOUND 5/8" IRON ROD
(4)
2103*
27TH
2O+76.52
0.00
390523.07
3305146.82
3552.0
FOUND 5/8" IRON ROD
(5)
2104
27TH
2O+76.56
50.06 RT
390523.14
3305196.88
3557.8
FOUND NAIL WITH BRASS WASHER MARKED "HWA"
(5)
2105
27TH
1+00
0.00
388546.55
3305148.46
3582.5
FOUND 2-1/2" BRASS CAP IN MONUMENT BOX, MARKED PER OCRR NO. 1954
(19)
2106
27TH
17+41.70
50.05 RT
390188.29
3305197.14
3554.0
FOUND 5/8" IRON ROD WITH YPC MARKED "DEA" DOWN 0.5'
(20)
2107
27TH
18+81.35
39.83 LT
390327.87
3305107.15
3555.5
FOUND 5/8" IRON ROD WITH YPC MARKED "SCE&S" DOWN 0.3'
(21)
2108*
27TH
17+11.52
0.02 LT
390158.08
3305147.10
3555.6
FOUND 5/8" IRON ROD WITH ILLEGIIBLE YPC
(4)
2109
27TH
29+65.94
156.94 RT
391412.69
3305303.01
3541.2
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(7)
2110*
27TH
29+85.68
49.97 RT
391432.29
3305196.02
3542.9
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(7)
2111*
27TH
29+85.66
39.94 RT
391432.26
3305185.98
3543.2
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(7)
2112
27TH
30+15.69
50.00 RT
391462.31
3305196.00
3543.3
FOUND 5/8" IRON ROD WITH YPC MARKED "DEA INC" DOWN 0.3'
(7)
2113
27TH
30+67.82
39.92 LT
391514.32
3305106.02
3542.5
FOUND 5/8" IRON ROD WITH YPC MARKED "WHP"
(17)
2114*
27TH
29+85.91
40.13 LT
391432.41
3305105.92
3543.7
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(12)
2115
27TH
29+06.64
40.06 LT
391353.14
3305106.08
3545.5
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA"
(12)
2116
27TH
17+11.60
140.05 RT
390158.27
3305287.17
3551.7
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(4)
2117
27TH
27+70.43
22.27 RT
391217.01
3305168.59
3546.5
FOUND 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP MARKED "CS REFERENCE MON 2"
(13)
2118
27TH
27+16.83
22.39 RT
391163.40
3305168.77
3546.8
FOUND 5/8" IRON ROD WITH DESTROYED ALUMINUM CAP
(13)
2119
27TH
27+21.30
22.18 LT
391167.83
3305124.20
3546.8
FOUND 5/8" IRON ROD WITH ILLEGIBLE ALUMINUM CAP
(13)
2120
27TH
27+65.64
22.19 LT
391212.16
3305124.13
3546.6
FOUND 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP MARKED "CS REFERENCE MON 1"
(13)
2121
27TH
53+78.51
22.17 LT
393825.05
3305120.80
3519.8
FOUND UNMARKED TACK WITH WASHER
(14)
2122*
27TH
57+72.64
40.00 RT
394219.21
3305182.82
3522.4
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC CAP
(9)
2123
27TH
57+29.03
121.01 RT
394175.62
3305263.84
3526.7
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA" DOWN 0.3'
(9)
2124
27TH
57+97.89
99.86 RT
394244.47
3305242.67
3525.2
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA" DOWN 0.3'
(9)
2125
27TH
58+02.88
49.93 RT
394249.45
3305192.74
3523.0
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA" DOWN 0.1'
(9)
2126*
27TH
57+89.78
52.30 LT
394236.31
3305090.51
3521.4
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(3)
2127
27TH
61 +33.93
49.97 RT
394580.50
3305192.65
3523.2
FOUND 5/8" IRON ROD WITH YPC MARKED "SCE&S" DOWN 0.1'
(8)
2128
27TH
61 +33.89
40.02 RT
394580.45
3305182.70
3523.4
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC DOWN 0.2'
(8)
2129*
27TH
61 +03.89
39.98 RT
394550.46
3305182.67
3522.9
FOUND 5/8" IRON ROD WITH ILLEGIBLE YPC
(9)
2130
27TH
60+73.88
50.02 RT
394520.44
3305192.72
3523.1
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA" DOWN 0.2'
(9)
2131
27TH
60+73.92
95.06 RT
394520.51
3305237.76
3523.1
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA"
(9)
2132
27TH
65+36.63
109.78 RT
394983.22
3305252.31
3513.5
FOUND 5/8" IRON ROD DOWN 0.2'
(6)
2133
27TH
65+36.57
150.00 RT
1394983.14
3305192.52
3512.4
FOUND 5/8" IRON ROD WITH YPC MARKED "HWA" DOWN 0.2'
(6)
2134*
27TH
65+66.61
49.94 RT
1395013.18
3305192.45
3511.8
FOUND 5/8" IRON ROD
(6)
*NOTE: MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
CONTROL TABLE
I POINT # I ALIGNMENT I STATION I OFFSET I NORTHING I EASTING I ELEVATION I DESCRIPTION I
865 1 27TH 1 13+34.14 1 23.55 RT 1 389780.71 1 3305170.98 1 3566.60
866 1 27TH 1 17+55.36 122.74 RT 1 390201.93 1 3305169.82 13555.10
867 1 27TH 1 30+26.76 1 28.63 RT 1391473.35 1 3305174.62 1 3543.99
869 1 27TH 1 17+43.73 1 30.58 LT 1 390190.26 1 3305116.52 1 3555.34
870 1 27TH 1 16+74.67 1 28.51 LT 1 390121.20 1 3305118.641 3556.50
871 1 27TH 1 20+49.64 1 22.38 LT 1 390496.17 1 3305124.47 1 3552.40
872 1 27TH 1 21 +00.59 1 22.46 LT 1 390547.13 1 3305124.34 1 3551.91
873 27TH 58+14.92 28.81 LT 394261.46 3305114.00 3522.79
874 27TH 60+98.32 27.59 LT 394544.86 3305115.10 1 3523.85
SHEET 3 OF 3 1 875 1 27TH 1 66+01.61 128.69 LT 1 395048.15 1 3305113.81 1 3510.48
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
SET 5/8"
IRON
ROD WITH RED
PLASTIC
CAP
MARKED
"S&F LAND
SERVICES"
DETAIL "All: 111 = 10'
DETAIL "B": 1" = 10'
-4N
;U %4
m�
m_
I
PI: 53+78.47 22 23
�- 09
(:UD 27 26
S89'54'34"E 22.18' I
22.15' (14)
I
CURVE TABLE
URVE NO
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
Cl
(7)
20.53'21"
20'53'24"
300.00'
300.00'
109.38'
109.38'
N79'37'31IN
N79.37'21 "W
108.77'
108.77'
D�HUTES COUNTY SUAVEYO'r2
I
�poa o 3 gyCe/ohs
REGISTERED
PROFESSIONAL
LAND SURVEYOR
MHOREGON
0JUNE 8F2009
WJTEJ. AULKNER
RENEWS: 12/31 /23
S&F LAND SERVICES MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ACQUIESCENCE, ESTOPPEL., ADVERSE
POSSESSION, ETC.
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION Caic• By: "Y
NORTHEAST 27TH STREET S&F Land Date: 03/17/23
LOCATED IN THE SE 1 /4 OF THE SE 1 /4 S. 22, SW 1 /4 OF THE SW 1 /4 OF S. 23, EAST 1 /2 OF THE EAST 1 /2 OF S. 27 AND THE Land SurrwaVang & Qs SmAng Proj No: 2023-157-09
WEST 1 /2 OF THE WEST 1 /2 OF S. 26 TOWNSHIP 17 SOUTH, RANGE 12 EAST, W. M ., CITY OF BEND, D ESCH U TES COUNTY, OREGON �' ( CARLON AM SWE 3 SHEET 3 OF 3
BEND, OR 97703
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