HomeMy WebLinkAboutSurvey 20582RECORD OF SURVEY
NARRATIVE
WE WERE RETAINED BY KENEDY WILSON TO PREPARE AN ALTA/NSPS LAND TITLE SURVEY, INCLUDED RE-MONUMENTING PROPERTY CORNERS, OF THE LANDS AS DESCRIBED IN BARGAIN AND SALE
DEED, RECORDED APRIL 1, 2005 AS INSTRUMENT NO. 2005-19626, DESCHUTES COUNTY OFFICIAL RECORDS, VESTED IN MCKENZIE CREEK DEVELOPMENT, LLC. THIS RECORD OF SURVEY WAS PREPARED
TO SATISFY APPLICABLE SECTIONS OF ORS.209.250.
I WAS ABLE TO RECOVER SUFFICIENT MONUMENTATION , WHICH I COMBINED WITH THE RECORD REFERENCES TO RESOLVE THE BOUNDARIES AS REPORTED HEREON.
NORTH LINE
WITH THE EXCEPTION OF CURVE 1, THE NORTH LINE IS PARALLEL WITH AND 60.00 FEET SOUTHERLY OF THE NORTHERLY LINE OF SW INDUSTRIAL WAY, I HELD THE RECOVERED MONUMENTS ALONG SAID
NORTHERLY LINE OF SW INDUSTRIAL WAY, THEN OFFSET THIS ALIGNMENT 60.00 FEET SOUTHERLY TO ESTABLISH THE NORTH LINE. THIS ALIGNMENT AGREED WITH THE MONUMENTS RECOVERED ALONG
THE NORTH LINE WITH THE EXCEPTION OF ONE, WHICH WAS FOUND TO BE BENT.
EAST LINE, NORTHERLY DIVISION STREET SEGMENT
THE EAST LINE IS IDENTICAL WITH THE WESTERLY RIGHT OF WAY LINE OF DIVISION STREET. AS PER (R2) THIS WESTERLY RIGHT OF WAY LINE IS NOT PARALLEL WITH THE CENTERLINE. I HELD A TANGENT
CURVE (CURVE 4) EASTERLY OUT OF THE NORTH LINE AS DESCRIBED ABOVE, HOLDING THE RECORD RADIUS AND LENGTH PER (R1), WHICH IS IDENTICAL WITH THE RECORD PER (R2). I THEN HELD A
TANGENT LINE OUT OF THIS CURVE WHICH AGREED WITH THE RECOVERED MONUMENT PER (R2) AT THE INTERSECTION WITH THE NORTHERLY LINE OF THE FORMER RAILROAD RIGHT OF WAY.
EAST LINE, SOUTHERLY DIVISION STREET SEGMENT
I ESTABLISHED THIS SEGMENT BY FIRST HOLDING THE BEARING RELATIONSHIP BETWEEN THE DIVISION STREET CENTERLINE AND WESTERLY RIGHT OF WAY LINE PER (R2). I THEN HELD THE CENTERLINE
COURSE AND PLACED IT ON THE RECOVERED MONUMENT PER (R2) AT THE INTERSECTION OF SAID WESTERLY RIGHT OF WAY LINE WITH THE FORMER RAILROAD RIGHT OF WAY.
EAST LINE, FORMER RAILROAD RIGHT OF WAY
THE RECORD REFERENCED REPORTED HEREON UTILIZED THE EXISTING TRACKS TO ESTABLISH THE CENTERLINE. THE TRACKS ARE GONE, THEREFORE I HELD THE ANGLE RELATIONSHIP AND COURSES
PER (R1) TO ESTABLISH THIS CENTERLINE WHICH AGREED WITH THE RECORD AND RECOVERED MONUMENTATION.
SOUTH LINE, EAST SEGMENT
THE SOUTH LINE IS IDENTICAL WITH THE NORTH LINE OF UPPER TERRACE, PHASE I. 1 ESTABLISHED THIS LINE BY HOLDING THE RECOVERED MONUMENTS OF RECORD, WHICH ALL AGREE WITH EACH
OTHER EXCEPT AS REPORTED IN DETAIL A. I EXTENDED THIS LINE WESTERLY TO INTERSECT WITH THE SOUTH LINE, WEST SEGMENT AS DESCRIBED BELOW.
SOUTH LINE, WEST SEGMENT
I RECOVERED TWO MONUMENTS OF RECORD PER (R4) ALONG THIS LINE, WHICH I HELD. THIS SEGMENT WAS THEN EXTENDED EAST TO CLOSE WITH THE SOUTH LINE, EAST SEGMENT AS DESCRIBED
ABOVE. IN ADDITION, THIS SEGMENT WAS EXTENDED WEST THE RECORD DISTANCE OF 189.62 FEET PER (R3) TO CLOSE ON THE WEST LINE AS DESCRIBED BELOW.
WEST LINE
THE WEST LINE IS IDENTICAL WITH THE EAST LINE OF NORTHSIDE TERRACE. I HELD THE TERMINUS OF THE SOUTH LINE, WEST SEGMENT AS DESCRIBED ABOVE THROUGH THE RECOVERED NORTHEAST
CORNER OF NORTHSIDE TERRACE.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GLASS NETWORK (ORGN)
IS: \Land Projects\210605-Korpine Site ALTA Survey\dwg\210605-ROS.dwg Aug 04, 2021 - 10: 33am
LOCATED IN THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
AUGUST 4, 2021
NORTH
0 15 30 60 90 120 180
SCALE: 1" = 60'
RECORD REFERENCES
IN MOST INSTANCES, BEARING AND OR DISTANCE REFERENCES REPORTED HEREONARE
LIMITED TO THE LA TEST REPORTED RETRACEMENT.
(R1) BOUNDARY SURVEY: BY GARY W. HICKMAN, DATED 9-13-1979; FILED 8-1-1985 AS CS03727.
(R2) RIGHT OF WAY SURVEY: BY JOHN C. BLUNT (CITY SURVEYOR); FILED 10-3-1985 AS CS03692.
(R3) NORTHSIDE TERRACE: BY PETER A. MANLEY; RECORDED 6-30-1998 IN CABINET E AT PAGE
60; FILED 7-1-1998 AS CS13331.
(R4) UPPER TERRACE, PHASE I: BY PETE A. MANLEY; RECORDED 11-12-1998 IN CABINET E AT
PAGE 116; FILED 11-16-1998 AS CS13451.
(R5) RECORD OF SURVEY: BY PETER A. MANLEY; FILED 12-18-1998 AS CS13498.
(R6) PARTITION PLAT NO. 1999-8: BY DAVID R. WILLIAMS; RECORDED 2-18-1999 IN CABINET 1 AT
PAGE 740; FILED 2-22-1999 AS CS13545.
(R7) RECORD OF SURVEY: BY PETER A. MANLEY; FILED 7-7-2005 AS CS16490.
(R8) RECORD OF SURVEY: BY PETER A. MANLEY; FILED 8-11-2005 AS CS16536.
LEGEND
PROJECT BOUNDARY
INTERIOR PARCEL LINE
-- RIGHT OF WAY CENTERLINE
ADJACENT PROPERTY LINE (INFORMATIONAL ONLY)
--------------
SURVEY TIE
• RECOVERED MONUMENT AS NOTED
O CALCULATED POSITION, NOTHING FOUND OR SET
® SET 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "HWA"
SET NAIL IN DRILL HOLE IN CONCRETE WITH 1-3/8" BRASS TAG
MARKED "HWA"
YPC
YELLOW PLASTIC CAP
(R#)
RECORD BEARING/DISTANCE PER REFERENCES
(H)
HELD THIS SURVEY
< >
SOURCE OF RECOVERED MONUMENT
C#
CURVE NUMBER, SEE TABLE
DETAIL A
SCALE: 1" = 20'
5/8" REBAR
(R5) REPORTS A
YPC "W&H PACIFIC"
19.60'(R4)
.- 31.80' .......... .....19.68.'.....
N85'17'50"W 51, 48'
N85'14'S9"W
51.481(R 1)
5/8"REBAR WITH
YPC 'HWA"<R5>
5/8" REBAR
1.1 V N. OF LINE
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
Cl
206.60'
758.23'
15036'42"
N78052'29"E 205.96'
C1(R1)
206.58'
758.23'
15'36'36"
N79'00'26"E 205.94'
C2
211.94'
629.48'
19*17'27"
N80042'52"E 210.94'
C2(R1)
211.94'
629.48'
19'17'27"
C3
232.14'
689.48'
19017'27"
N80042'52"E 231.05'
C4
79.02'
81.33'
55'40'06"
S61048'22"E 75.95'
C4(R1)
79.02'
81.33'
55*40'11"
S61'40'34"E 75.96'
C5
122.70'
653.11'
10045'51 "
S23'50'33"W 122.52'
C5(R1)
123.83'
653.11'
10'51'46"
S23'56'22"W 123.64'
C6
11.92'
653.11'
1002'44"
S28'42'07"W 11.92'
C7
122.70'
1 653.11'
1 10*45'51 "
I S23050'33"W 122.52'
C8
75.74'
603.11'
1 7011'42"
1 S22003'29"W 75.69'
R/W
NIDTH
R/W)
ROAD CENTERLINE
DESCHUTES COUNTS SURVEYOR
FLED g Z°Z BY•
REGISTERED
PROFESSIONAL
LAND SURVEYOR
L:2-c &
14 )00 k
OREGON CIVIL ENGINEERING I SURVEYING ( PLANNING
SEPTEMBER 17, 2018 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
BENJAMIN J. HRON WEB: WWW.HWA-INC.ORG
92723
EXPIRES: 6/30/2023 SHEET 1 OF 1