HomeMy WebLinkAboutSurvey 20716. pp ODOT "PBN" ALIGNMENT IN
164+00.00, 100.00 RT FEET PER VOL. 2007-33306
4+998.720, 30.480 RT(2)\
So A- x�
9\x �o
659+98.26, 30.00 RT S89047'56"W 1319.88(7)
0 20+116.517, 9.144 RT N89'47'56"E 1319.73'(6)
SEARCHED FOR NOT FOUND L PER VOL. 2007-33306 "0x N89'44'02"W 1319.74'
HELD PER ODOT MAP 108-20-0022 po
x 0 (QTR COR TO CW 1 / 16)
4- f 3 230.58' � L8 o . '. .
N01006'57"E 95.63' � OO x v �9 1039.01
5gk x 167+13.02, 90.00 RT
657+00 658+00 -4-0 jr lb 0 �� 5+094.128, 27.432 RT(2)
656+17
xo0
L5
x
658+95.00, 37.00 RT
0
656+54.32, 30.00 RT
20+084.796, 11.278 RT(8)
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20+011.68, 9.144 RT
659+65.00, 37.00 RT
o
PER VOL. 2007-33306
20+106.132, 11.278 RT(8)
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00
TAXLOT:
151304DA00100
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TAXLOT:
30' Zr,51304DA00300
�Z DEED REFERENCE:
Q1 0W6L. 2013-17991
4\-PZ ` o
S89038'28"E ➢r vI`
62.03
L3
101 O.
S 14' 19'40"E 31.02' � -100
S14'48'22"E 31.00'(4) 0
S89'38'28"E 171.13,
N89'53'55"E 171.17(3) ,
TAXLOT:
151304DD00100
L1
0
105 l
170+00.00, 90.00 RT
5+181.600, 27.432 RT(2)
ODOT "RERW" ALIGNMENT IN
FEET PER VOL. 2007-33306
TAXLOT:
151303CB07000
VOL. 2013-17991
172+80.04, 85.00 RT
5+266.955, 25.908 RT(2)
LINE TABLE
LINE NO.
BEARING
DISTANCE
L1
S89'38'28"E
109.11'
104.29'(1)
L2
S 14' 19'40"E
31.01'
30.87'(1)
L3
S89'38'29"E
61.17'
56.00'(1)
L4
N53'51'32"E
70.60'
71.46'(1)
L5
S86'31'59"W
146.08'
L6
S54'45'41 "W
88.37'
L7
S22'36'07"W
37.52'
L8
N89042'52"W
50.28'
L9
N43'55'09"W
79.11'
RECORD OF SURVEY
FOR ASHLEY AND VANCE ENGINEERING
LOCATED IN THE NW 1/4 OF THE SW 1/4 OF SECTION 3 AND THE NE1/4
OF THE SE1/4 OF SECTION 4, TOWNSHIP 15 SOUTH, RANGE 13 EAST W.M.
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
11) 111 CW1/16
ap
TS89*57'58"E 5.07'
N89'48'07"E 5.00'(5)
SURVEY REFERENCES:
(1)
RECORD
DATA
PER
CS00922
BY
LEONARD SCHELSKY,
1979
(2)
RECORD
DATA
PER
CS18025
BY
PAT MARQUIS, 2009
(3)
RECORD
DATA
PER
CS12614
BY
JERRY D. STICHLER,
1996
(4)
RECORD
DATA
PER
CS20360
BY
JOHN P. THOMPSON,
2020
(5)
RECORD
DATA
PER
CS 19470
BY
WILLIAM G. BAHRKE,
2017
(6)
RECORD
DATA
PER
CS 13822
BY
ROBERT R. POVEY, 1999
(7)
RECORD
DATA
PER
CS15989
BY
JERRY D. STICHLER,
2004
(8)
RECORD
DATA
PER
ODOT MAP 1OB-20-022
0
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I r
z
0
N
N
o
0
,+
+ d•
N
o
w
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00
O
O
I O
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m
175+85.38, 80.00 RT
5+359.908, 24.384 RT
PER VOL. 2007-3306
DETAIL: 1" = 30'
NOT00'44"E 7.43' 0 102
1 180+74.15, 80.38 RT
�72.0' 5+509.000, 24.500 RT(2)
72.00'(l)
110 S1/16 N07-00-44"E 7.43'--,,i
I' S01'0645"W 1317.98' 528.98' SEE DETAIL!
SO'37'54"W 1317.84'(1) S89'42'23"E 685.44' NOT00'44"E 380.76'
I3 N89'48'04"E 685.20'(3)
1
immom TAXLOT: 184+62.12, 95.38 RT
151303CC00200 5+627.255, 29.071 RT(2) � )
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102 I
156.43'
-0
389'42'23"+ + 109
co
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103
21301
NARRATIVE:
LEGEND:
DESCHUTES COUNTY SURVEYOR
�p, � �/ZOZZ-
F1 Bye
CENTERLINE OF RIGHT OF WAY
- - RIGHT OF WAY
SUBJECT PROPERTY
LOT/PARCEL LINE
�1 BREAKLINE
O SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "S&F LAND SERVICES"
Q FOUND MONUMENT, SEE FOUND MONUMENT TABLE
® FOUND MONUMENT NUMBER, SEE FOUND MONUMENT TABLE
OCRR OREGON CORNER RESTORATION RECORD
S&F LAND SERVICES WAS RETAINED BY ASHLEY & VANCE ENGINEERING TO SURVEY, RETRACE AND MONUMENT THE BOUNDARIES OF THOSE LANDS DESCRIBED IN THAT
CERTAIN BARGAIN AND SALE DEED RECORDED MAY 2, 2013 IN VOLUME 2013-17991, DESCHUTES COUNTY OFFICIAL RECORDS, IN CONFORMANCE WITH OREGON REVISED
STATUES (ORS).
TAX LOT 151303CB07000:
THE NORTH LINE WAS RESOLVED BY HOLDING THE NORTH LINE OF THE NW1/4 SW1/4 OF SAID SECTION 3, BASED UPON THE RECORD POSITION OF WEST QUARTER
CORNER OF SAID SECTION 3 PER OREGON DEPARTMENT OF TRANSPORTATION (ODOT) ROLL MAP 1OB-20-0022 AND MONUMENT #111, CW1/16 OF SAID SECTION 3, AS
WELL AS THE SOUTHERLY RIGHT-OF-WAY OF "PBN" CENTERLINE ALIGNMENT PER VOLUME 2007-33306, DESCHUTES COUNTY OFFICIAL RECORDS AND SAID ROLL MAP, AS
SHOWN HEREON.
THE EAST LINE WAS RESOLVED BY HOLDING THE WESTERLY RIGHT-OF-WAY OF "RERW" CENTERLINE ALIGNMENT PER VOLUME 2007-33306, DESCHUTES COUNTY OFFICIAL
RECORDS AND SAID ROLL MAP, AS SHOWN HEREON.
THE WEST LINE WAS RESOLVED BY HOLDING THE WEST LINE OF THE NW1/4 SW1/4 OF SAID SECTION 3, BASED UPON THE RECORD POSITION OF WEST QUARTER CORNER
OF SAID SECTION 3 PER OREGON DEPARTMENT OF TRANSPORTATION (ODOT) ROLL MAP 1OB-20-0022 AND MONUMENT #110, S1/16 OF SAID SECTION 3, AS SHOWN
HEREON.
THE SOUTH LINE WAS RESOLVED BY HOLDING THE SOUTH LINE OF THE NW1/4SW1/4 OF SAID SECTION 3, BASED UPON MONUMENT #109 AND MONUMENT #110, S1/16
OF SAID SECTION 3, AS SHOWN HEREON.
TAX LOT 151304DA00300:
THE SOUTH LINE WAS RESOLVED BY HOLDING A LINE BETWEEN RECOVERED MONUMENTS #101 AND #110, BEING THE SOUTH LINE OF THE NE1/4 SE1/4 OF SAID SECTION
4. THE WEST LINE WAS RESOLVED BY HOLDING THE WEST RIGHT-OF-WAY LINE OF NW CANAL BOULEVARD AS DETERMINED FROM FOUND MONUMENTS #100 AND #101
AND HONORING A 60 FOOT RIGHT-OF-WAY WIDTH FOR NW CANAL BOULEVARD. THE EAST LINE WAS RESOLVED BY HOLDING THE DEED DISTANCE ALONG THE LINE COMMON
TO SAID SECTIONS 3 AND 4. THE NORTH LINE WAS RESOLVED BY HOLDING A LINE 30 FEET NORTH AND PARALLEL TO THE SOUTH LINE 13" AND AN EXISTING FENCE LINE
14", BEING A BEARING -BEARING INTERSECTION.
HEREIN BEARINGS AREA BASED UPON SCALED GROUND COORDINATES FROM OREGON SOUTH STATE PLANE COORDINATE SYSTEM NAD 83(2011) BASED ON OREGON REAL-TIME GNSS NETWORK
(ORGN) GPS OBSERVATIONS. THE BASIS OF BEARINGS FOR THIS SURVEY BEING SAID WEST LINE OF NW1/4SW1/W OF SECTION 3, BEING SOUTH 01-06'57" WEST, AS SHOWN HEREON.
dw
FOUND
MONUMENTS TABLE
POINT NO.
DESCRIPTION
100
FOUND
5/8
INCH
IRON
ROD YPC JTA INC DOWN 0.10 SET IN (4)
101
FOUND
5/8
INCH
IRON
ROD NO CAP FLUSH REINSTALLED PER (4)
102
FOUND
5/8
INCH
IRON
ROD YPC ODOT R/W SET IN (2)
103
FOUND
5/8
INCH
IRON
ROD YPC ODOT R/W SET IN (2)
104
FOUND
5/8
INCH
IRON
ROD YPC ODOT R/W SET IN (2)
105
FOUND
5/8
INCH
IRON
ROD YPC ODOT R/W BENT SOUTH TIED POE SET IN (2)
106
FOUND
5/8
INCH
IRON
ROD YPC ODOT R/W BENT SOUTH TIED POE SET IN (2)
107
FOUND
5/8
INCH
IRON
ROD YPC ODOT R/W FLUSH SET IN (2)
109
FOUND
5/8
INCH
IRON
ROD YPC LS 2527 UP 0.10 SET IN (3)
110
FOUND
5/8
INCH
IRON
ROD YPC LS 2527 FLUSH SET IN (3)
111
FOUND
5/8
INCH
IRON
ROD FLUSH IN AC WITH NO CAP SET IN (7)
112
FOUND
3/4
INCH
IRON
PIPE FLUSH IN AC NO CAP SET IN (5)
113
FOUND
3 INCH BRASS
CAP DOWN 0.25 IN MON BOX OCRR 1765
REGISTERED
PROFESSIONAL
LbN_D SL1Ji0VEYOR
OREGON
JANUARY 21, 2009
ANDREW N. HUSTON
RENEWS: 6/30/2023
S&F LAND SERVICES MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ACQUIESCENCE, ESTOPPEL, ADVERSE
POSSESSION, ETC.
4�_
»
O
CS 207 16 _