HomeMy WebLinkAboutSurvey 21274RECORD OF SUR VEY
I)ESCH ES -
1 t
FOR LOT CONSOLIDATION PROPERTY LINE ADJUSTMENT
` ZLBY,,Co LOT 2, BLOCK 1, MILL "A" AREA OF SHEVLIN CENTER AND
A PORTION OF LOT 1, BLOCK 1, MILL "A" AREA OF SHEVLIN CENTER,
SITUATED IN THE NW 114 OF THE NE 114 OF SECTION 5,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
1—
j w BEND LAND USE PROJECT PLPLAM20211173
MARCH 3, 2024
FOUND 5j8" ARIZONA STREET
REBAR, NO CAP,
S24'02'09 "W, 0.39'
(SET IN CS 17640) FOUND 3" OUTSIDE {IC
DIAMETER IRON PIPE ARIZONA A
VE — _ FILLED IMTH CONCRETE, 325 NV 35790
ZOi 8-
(N89 43'48"E)PLAT BELOW SURFACE 1.4'
S89 30 33 W N89'3D'33" 3 2 HELD (SEE NARRATIVE)
' ' " - T. _17 S. / R. 12 E. _ S89'46'17"E 768.51 '
80.11' 70.359 5
(S89'44'54"W 79.96') PLAT -HELD
FOUND 1-1/8" BRASS CS 17640
DISK "OTAK INC." HELD
(SET IN CS 17640)
ALSO FOUND 1-1/8"
BRASS DISK "OTAK
INC" S00 4937"E, 0.88
(SET CS 17640)
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264.96' (S89 4653"E 265.00')PLAT T 18
12 E.
FOUND 518" REBAR WITH
WH/ TE PLASTIC CAP INSCRIBED
"CW.E.C." SET MILL "A" AREA
OF SHEVUN CENTER PLAT,
HELD NE CORNER LOT 2
N00'10'087E, 0.35'
2024-04499
CONSOLIDATED
TOTAL LAND AREA
4.875 ACRES
503.55' (S89 49'42"E 503.34') CS 16490
PARCEL 1
2021- 68959
L=414.41 ' (L=414.23'
R=386.99' R=386.99'
D=61 i9'48"
D= 61 "21 '19" C=394.74'
C=394.89' CB=S43'41'42"W)
CS 16490
CB= S43'43'26 "W —�
1 BLOCK 1
LOT "A" AREA OF
MSoE�N CENT
SH CS 09727
BASIS OF BEARINGS
Z THE BEARINGS ARE BASED ON
THE MONUMENTED EAST LINE OF
1 "-50' LOT 2, BLOCK 1, MILL "A" AREA
OF SHEVLIN CENTER PURSUANT
I 102110MI-101 pz�ll
0 25 50 75 100 TO CS 17640
FOUND 5 j8" REBAR WITH
YELLOW PLASTIC CAP
INSCRIBED "HWA , HELD
(SET CS 16490)
/
FENCE -�
0.7' -�
SOUTHEAST /
LEGEND
0 FOUND MONUMENT AS NOTED
CS SURVEY NUMBER IN DESCHUTES COUNTY RECORDS
PLAT MILL "A" AREA OF SHEVLIN CENTER CS 09727
D A TES OF SUR VE Y
JULY 6-7, 2013
AUGUST 2-3, 2014
APRIL 23-25, 2021
FOUND 518' REBAR WITH NOVEMBER 28-29, 2021
YELLOW PLASTIC CAP JANUARY 30, 2024
INSCRIBED "HWA , HELD
N89 `36'49'"W (SET CS 16490) FOUND 5j8" REBAR
7 5Y (NO CAP), BENT TO
• SOUTH, HELD LINE;
(N89 38 05 W S007248"W, 0.30 ; SE
7.48') j CORNER LOT 1, BLOCK
CS 16490 1, MILL "A" AREA OF
SHEVLIN CENTER
11S,81191'36'49"E
Q=18 30 u• F C=148.44 " S71 �6 D3 W o-73.31'
(S89 38 05 E 73.44)
C=149.28'ce=sBoAT 01 w) 36.82' /L=227.94' M cs 16490 _ INDUSTRIAL WA Y
FOUND 5/8" REBAR, "
NO CAP, HELD DB=S80 *20'46 "W (N71 '12 08 E % s o 1 " DOC NO. 2022-38333
(SET IN CS 17640) 36.83 )PLAT PLAT R= 689.48 FOUND 518 REBAR (NO
FOUND 1 1/8" BRASS HELD I _ s ,r
" " o CAP), BENT TO EAST, HELD
DISK INSCRIBED DEA INC
"n LINE, S89'36'49 "E, 0.09'
HELD (SET CS 16147) \C=226.90
N89 3548"E N89 35'48 "E CB=S80'54'56 "W
395.03' b 148. 62' FOUND 518" REBAR (CB=S8) l01'20"W) PLAT
(N89 3�48 ��95.1)) o (N89'35'54"E 14&87) PLAT i�, A v� MTH YELLOW PLASTIC
� 11�►r I CAP INSCRIBED "OTAK
INDUSTRIAL 38334 INC." S74'50'11 "W, 0. 73'
DOC. NO, 2022
o FOUND 5/8" REBAR WITH FOUND 5/8" REBAR
ET CS 17640)
o YELLOW PLASTIC CAP WITH YELLOW PLASTIC
INSCRIBED "OTAK /NC " CAP tNSCRIBED "QTAK
LOT 2 "BA� 1
OF
�SHEVL IN CENTER
CS 09727
PARCEL II
2021- 68959
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IL=4.20'
PLAT! R= 689.48'
HELD, FOUND 5/8" REBAR WITH
\D=0020'57" YELLOW PLASTIC CAP INSCRIBED
C=4.2D'CB S7�22'37"W) PLAT SEW CORNER OT 2 SET IN CS 16490)
L=149.93' (L=149.08' CB=S71 '16'12"W
R=464.31 ' R=464.31'
D=18 23'46 m
" p # s1
FENCE
0.6'
SOUTHEAST
pARGEL 1
pp 1998-26
1
EASEMENTS
EXISTING
EASEMENTS
ARE NOT
DEPICTED
HEREON.
GISTERED
�SSIONAL
URVEY01
D uivD N44'12'26 "E, 0. i 4' INC.- S83'10'30"W, 0.79'
TI STREET (SET CS 17640) (SET CS 17640) ORE
NARRATIVE VE AJLY
THE PURPOSE FOR THIS SURVEY WAS TO SATISFY THE CITY OF BEND LAND USE CONDITION OF APPROVAL FOR A LOT CONSOLIDATION (VIA THE PROPERTY LINE ADJUSTMENT PROCESS UNDER PROJECT NUMBER PLPLAM20211173). THE COMMON LINE BETWEEN PARCELS I AND II AS DESCRIBED BY DEED, RECORDED C1NDY A. COMB
IN DOCUMENT NUMBER 2021-68959, DESCHUTES COUNTY RECORDS IS THE LINE BEING ELIMINATED. THIS IS ALSO THE COMMON LINE BETWEEN LOTS 1 AND 2 OF BLOCK 1, PLAT OF MILL "A" AREA OF SHEVLIN CENTER. THE MONUMENT SET IN SAID PLAT MARKING THE NORTH END OF THIS COMMON LOT LINE WAS 58928 LS
FOUND AND HELD FOR LINE AS SHOWN. THE MONUMENT SET IN THAT LOT LINE ADJUSTMENT SURVEY RECORDED IN CS 16490 AT THE SOUTH END OF THIS COMMON LOT LINE WAS ALSO HELD. EXPIRATION 06/30/25
THE MOST EASTERLY BOUNDARY OF THE SITE WAS HELD AS THE MONUMENTED WESTERLY LINE OF SAID LOT LINE ADJUSTMENT SURVEY IN CS 17640 WHICH ALSO COINCIDES WITH THE LEGAL DESCRIPTION FOR PARCEL I OF SAID DEED. PREPARED FOR:
THE SOUTHERLY BOUNDARY OF THE PARCELS SURVEYED WAS HELD AS THE NORTHERLY RIGHT OF WAY LINE OF INDUSTRIAL WAY, AS DEDICATED IN DOCUMENT NUMBER 2022-38334, SAID RECORDS THIS LINE ORIGINATED IN SAID MILL "A" AREA OF SHEVLIN CENTER AS THE NORTH LINE OF A PRIVATE DRIVEWAY INDUSTRIAL WA Y
BOUNDARYAND THE SOUTHERLY THAT SURVEY IN CS 17640SET MONUMENTS ALONG THIS RIGHT 'OFAWAY LINE THAT FIT WITHIN REASON 1N NORTHING. HELD, FIXED FALLINGSARE NOTED FROM BY THOSE MTHE PLAT GEOMETRY AS SHOWN. THE WESTERLY PARCELENTS SET IN SAID CS 16490 AT THE SW AND SE CORNERS OF TANGENT SEC77ONS OF IND INDUSTRIAL A LWAY WAS AFIXED BL PLAT Y THAT EMONUMENT NTS 1 NOT BE C SET IN CS) 640 AUND IN TTHESOUTHWEST Q0ZB LL-C
CORNER OF THE SITE AND HELD TO BEAR TOWARDS THE BRASS DISK SET IN CS 16147 AND HELD IN CS 17640 AS SHOWN. THIS AREA 1S CURRENTLY UNDER CONSTRUCTION, AND A FUTURE 10 FOOT WIDE ADDITIONAL DEDICATION IS PLANNED. THEREFORE MONUMENTS WERE NOT SET WITH THIS LOT CONSOLIDATION PREPARED BY:
SURVEY.
THE MOST WESTERLY BOUNDARY OF THE SITE WAS FIXED BY SAID MONUMENT AT THE SOUTHWEST CORNER, AND HELD TO BEAR TOWARDS THE NORTHWEST LOT 2 CORNER BASED UPON THE PLAT DISTANCE FROM THE MONUMENTED NORTH ONE QUARTER CORNER OF SECTION 5.
THE RECORD DATA REFLECTS TWO SOLUTIONS FOR THE NORTH ONE QUARTER CORNER OF SEC77ON 5. WE FOUND AND HELD A 3 INCH OUTSIDE DIAMETER IRON PIPE FILLED WITH CONCRETE AS THIS MOST CLOSELY MATCHES WHAT WAS HELD IN THE PLAT WHICH RECORDED APRIL 14, 1983. (THE PLAT NOTES
FINDING A '2-1/2 INCH IRON PIPE WITH A 3 INCH BRASS CAP.-) A PRIOR SURVEY, CS 3730 RECORDED JUNE 4, 1979, NOTES THIS CORNER AS 'LOST.- SURVEY CS 3727 FROM AUGUST OF 1979 REPORTS `SET 3" BRASS CAP ON 2 1 j2" IRON PIPE. " IN 1984 A 2-ALUMINUM CAP AT GROUND LEVEL. 5 FOOT '
NORTH OF RAIL LINE; WAS REPORTED TO BE SET BY THE DESCHUTES COUNTY PUBLIC WORKS DEPARTMENT, DOCUMENTED BY CS 3743 RECORDED JANUARY 24, 1984. THIS SURVEY REPORTS TO HAVE ZUSED NORTH LINE OF COLORADO AVE AND WEST LINE OF STAATS ADD TO ESTABLISH LOCATION OF 1/4 COR ; `
THIS SURVEY ALSO REPORTS 'FOUND 2" IRON PIPE, N 0.73 AND E 0.17 (NEW) MAY HAVE BEEN SET BY BUSSARD? (NO RECORD).` THIS IS BELIEVED TO BE THE SAME PIPE WE FOUND AND HELD THIS SURVEY. THIS SAME PIPE WAS HELD IN MANY OTHER SURVEYS AND PLATS OF RECORD, AS FOLLOWS: 'MILL "A"
AREA OF SHEVLIN CENTER SECOND ADDITION" (1988), CS 12109 (1995). 'REPLAT OF SHEVUN RIVERFRONT" (1996). V
DEVELOPMENT
—A CERTIFIED DBE & WBE
CS 16490 (2006) AND 17640 (2007) REPORT THE ALUMINUM CAPPED MONUMENT AS BEING DESTROYED, AND CALCULATE AND HOLD THE POS17ION OF THE POINT BASED UPON THE CENTRAL OREGON COORDINATE SYSTEM PUBLISHED COORDINATES. BOTH CALL FALLINGS TO THE 3 INCH IRON PIPE FILLED WITH PO BOX 398
CONCRETE CS 20581 (2021) REPORTS -ACCEPTED QUARTER SECTION CORNER WITH ALUMINUM CAP, 3.1 ` BELOW GRADE LEVEL" AND PROVIDES A DETAIL OF THE INSCRIPTION ON THE CAP, ALSO NOTING FINDING THE IRON PIPE N13'31'48'E, 0.71. WE DID A SUBSEQUENT SEARCH OF THIS AREA ON JANUARY 30, Camas, WA 98607
2024 AND FOUND LATH AND A SURVEY MONUMENT PADDLE AT GRADE. ALSO FOUND RAIL ROAD TIES AT GRADE, S77LL VISIBLE IN THE VICINITY. DUE TO THE CLOSE PROXIMITY OF THE CONSTRUC77ON FENCE, AND THE BRASS CAPPED MONUMENT HELD BY THE SUBJECT PLAT, WE DID NOT VERIFY THAT THE 360.834.2519
ALUMINUM CAPPED MONUMENT EXISTS 3.1 FEET BELOW GRADE. THE DESCHUTES COUNTY SURVEYOR'S OFFICE PREPARED AN OREGON CORNER RESTORA77ON RECORD DATED NOVEMBER 30 2023 WHICH PROVIDES ADDITIONAL HISTORY. WWW.KCAERLALSURVEY.COM
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