HomeMy WebLinkAboutSurvey 21312RECORD OF SURVEY
PORTIONS OF BLOCKS 162,178 AND THE VACATED PORTION OF 19TH STREET, PLAT OF HILLMAN, LOCATED IN THE
SE4SE4 SECTION 16, TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE NORTH, SOUTH AND EAST LINES OF THAT PROPERTY DESCRIBED IN THAT STATUTORY
WARRANTY DEED, RECORDED JANUARY 16, 2024 AS INSTRUMENT NO. 2024-01244, OFFICIAL RECORDS OF DESCHUTES COUNTY.
SMITH ROCK WAY WAS RESOLVED BY BUILDING THE CENTER LINE TANGENTS BY RECORD PER COUNTY SURVEY 14171. THE CURVE WAS
THEN INSCRIBED BY HOLDING RECORD CURVE DATA PER SAID SURVEY AS SHOWN HEREON. THE ALIGNMENT WAS THEN ROTATED BETWEEN
FOUND MONUMENT #1 AND #3. THIS RESOLUTION CHECKED WELL WITH FOUND MONUMENT #2 AS SHOWN HEREON.
THE SOUTH LINE OF SUBJECT PROPERTY IS THE SOUTH LINE OF SECTION 16. SAID SECTION LINE WAS RESOLVED BY
HOLDING FOUND MONUMENTS AS SHOWN HEREON.
THE EAST LINE OF SUBJECT PROPERTY IS THE WEST RIGHT OF WAY LINE OF 1 ST STREET (LAMBERT ROAD). SAID RIGHT
OF WAY LINE WAS RESOLVED BY HOLDING THE EAST LINE OF SECTION 16 AT A 30.00-FOOT OFFSET TO THE WEST BY
HOLDING FOUND MONUMENTS AS SHOWN HEREON.
THE NORTHEAST CORNER OF SUBJECT PROPERTY WAS ESTABLISHED BY PROPORTIONATE MEASUREMENT BETWEEN THE
SOUTHEAST CORNER OF SUBJECT PROPERTY AND THE MONUMENT FOUND TO THE NORTH PER COUNTY SURVEY 10370 AS SHOWN HEREON.
THE NORTH LINE OF SUBJECT PROPERTY WAS THEN RESOLVED BY HOLDING SAID NORTHEAST CORNER AND BY HOLDING THE BEARING OF
SAID NORTH LINE PARALLEL WITH THE SOUTH SECTION LINE OF SECTION 16, AS PER THE PLAT OF HILLMAN.
BEARINGS ARE BASED ON THE OREGON COORDINATE REFERENCE SYSTEM, BEN D-REDMOND-PRINEVILLE ZONE
NAD83(2011) EPOCH 2010.
LEGEND
Q� SET 5/8" X 30" I.R. W/OPC "CLLS PLS72563"
O FOUND MONUMENT AS NOTED
■ CALCULATED POINT PER (111)
(M) MEASURED
(R1) RECORD DATA PER CS14171 BY M. BERRY, RECORDED SEPTEMBER 12, 2000
(112) RECORD DATA PER CS13973 BY P. MANLEY, RECORDED MARCH 7, 2000
(113) RECORD DATA PER CS15044 BY P. MANLEY, RECORDED JULY 26, 2002
(114) RECORD DATA PER CS10370 BY J. STICHLER, RECORDED MARCH 19, 1992
(115) RECORD DATA PER CS07529, THE PLAT OF HILLMAN, RECORDED NOVEMBER 22, 1909
CS COUNTY SURVEY
OCRR OREGON CORNER RESTORATION RECORD
I.R. IRON ROD
A.C. ALUMINUM CAP
YPC YELLOW PLASTIC CAP
OPC ORANGE PLASTIC CAP
SFNF SEARCHED FOR NOT FOUND
FND. 5/8" I.R. W/YPC
"HWA" PER (R2)
(HELD FOR SECTION LINE)
S 89°52'04" E 2,574.17' (M)
S 89°53'35" E 2,574.18' (CALCULATED PER 112)
S 89°56' E (115)
BASIS OF BEARINGS
REGISTERED
PROFESSIONAL
LAND SURVEYOR
DESCHUTES COUNIW SURVEYOR ek
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gY.,`�� NOVEMBER 10, 2010
TIMOTHYJOHN HUTCHISON
72563
RENEW5:6-30-2025
FND. 5/8" I.R. W/YP
TLS 2 5 2 7" PER (114)
(HELD)
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FEET
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"DESCHUTES COUNTY ENGINEERING" 00 11 4 28S49r
(M) (114)
(HELD FOR SECTION LINE AND
"LS 2390" PER (111) tO. - 268.81' ROTATION OF SMITH ROCK WAY)
SE1 /4SE1 /4 SECTION 16 (HELD FOR ROTATION OF SMITH ROCK WAY) \�`�j 57.73' (M) 5 gg°52' 4" )1615
_ SFNI.
\ 0 E 160.10 (M) c
NE1 /4SNE1 /4 SECTION 21 ! . POINT #1 -POINT #3:
o � P.C. 112.10' (M)(R )
• S 89° 1 51 18 E 347.83 (M) 2 � 2 2
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C` s,�` •�'O'9�\ N 89°52'158" W 347.83' _
\ALCULATED PER (R1) a 7,30�� E 205.81 0
P.T N 81 1 '49" E 205.80 ( o
FND. 5/8" I.R. NO CAP 145.3 _9 . `'S•
BENT WESTERLY g0•
-NOT RESOLVED PER THIS SURVEY (NOT (NOT HELD) ,%_�53� Q ,� SFNF
#2 \\�� / S GP\'Lv�A n 1g2.55' lMi -NOT RESOLVED PER THIS SURVEY-
2
FND. 2" A.C. SFNF 5 76°00�5 34^ E 182'S5
"DESCHUTES COUNTY ENGINEERING" 147
6
"LS 2390" PER (R1)
N 89*19'58" W 49.80' (M)
S 89°24'40" E 49.79' (R1)
COUNTY LINE LAND SURVEYING
5597 SW ELKHORN LANE, CROOKED RIVER RANCH, OR 97760 (541) 281-1087
CLIENT:
DATE:
ANTHONY ALLEY
MARCH 10, 2024
SCALE:
SHEET:
PROJECT NO.:
1" = 60'
1 OF 1
24-1
N
w
N
DS 21312 .