HomeMy WebLinkAboutSurvey 20521FD. 5/8" IRON ROD RECORD OF SURVEY for ED GERAGH77
FD. 5/8" IRON ROD DOWN 0.8 (HELD)
0.66' SE OF CALC'D / LOT' f BLOCK f of P0EAKU RANCH
R/W; BENT (NOT HELD) SET FLUSH IN PAVEMENT
��` Located tn, the 1Vg1/4 11W1/4 Sec. 33, and the SY1/4 SY1/4 Sec. 28,
SCALE: 1" = 100' SEC_28 / G� G" � � _ _ T.
16S.9 R. 12E.9 II.Y.,
DATE: 4123/21 SEC. 33 / _ _ Deschutes County, Oregon
,s6 C6 CS POHAKU ROAD (60' R/W)
�g,9Q6 C7 N89'52'41 "E 212.19 (M)
02 �J P 50'22"E 212.49
X �' �'°J LOT 2 N89 () NE COR. LOT 2
��GS `6 p / FD. 5/8" IRON ROD WITH "PROP
Q� `1 / / COR" YELLOW PLASTIC CAP (HELD)
�� \.v p `�1 Py (NO RECORD UNLESS SET FOR (P)
1.00
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5tk LOT 1 N
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BLOCK 1
POHAKU RANCH x N
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LOT 10 F �� • sr
FD. 1/2" IRON ROD DRILLED IN I
ROCK, BENT, TIED AT BASE
LOT 9
EAST 240.00 (P)
S89 55'05 "E 240.06 (M)
LOT 8
P)MAMB BY BAXTBR MNB SURYA'Y C, INC. P.O. B0X 7022 BB1VD, OR 97708
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SURVEYOR'S NARRATIVE.•
THE PURPOSE OF THIS SURVEY WAS TO RE-ESTABLISH THE BOUNDARY OF LOT 1 OF BLOCK 1 OF
GISTERED
POHAKU RANCH, DESCRIBED IN DEED 2019-34984 OF DESCHUIES COUNTY OFFICIAL RECORDS. I
FPROFESSIONAL
FOUND AND HELD 1/2" IRON RODS ALONG THE SOUTH LINE OF SAID LOT 1. 1 ESTABLISHED THE SW
SURVEYOR
CORNER ALONG OLD BEND-REDMOND HIGHWAY AT A PROPORTIONATE DISTANCE BETWEEN THE
FOUND 1/2" IRON ROD 60 FEET TO THE SOUTHWEST AND THE FOUND 5/8" IRON ROD WITH THE
"PROP COR" YELLOW PLASTIC CAP AT THE POINT OF CURVATURE AS SHOWN. I USED THE PLAT
BEARING BETWEEN THESE TWO POINTS AS MY BASIS OF BEARINGS. I HELD PLAT RADIUS FROM THIS
OREGON
POINT OF CURVATURE TO THE 5/8" IRON ROD AT THE INTERSECTION OF THE NORTH R/W OF
JULY 26, 1989
POHAKU ROAD AND THE EAST R/W OF OLD BEND-REDMOND HIGHWAY. I HELD A WIDTH OF 60.00
JAMES D. PERRY
FEET FOR POHAKU ROAD R/W (ARC LENGTH OF 60.05) TO ESTABLISH THE NORTHERLY -MOST
2407
CORNER OF SAID LOT 1. 1 HELD THE 5/8" IRON ROD AT THE POINT OF CURVATURE ON THE
RENEWS 12-31-2022
SOUTHERLY R/W OF POHAKU ROAD AND THE 1/2" IRON ROD AT THE NORTHEAST CORNER OF LOT
2 OF SAID PLAT, AND ESTABLISHED THE NORTHEAST CORNER OF LOT 1 AT A PROPORTIONATE
DISTANCE, HOLDING RECORD RADIUS AND HOLDING TANGENCY AT THE EAST END OF THE CURVE.
CURVE TABLE (M)
CURVE
DELTA
LENGTH
RADIUS
CHORD
Cl
25'14'39"
193.60
439.40
N34 41'25"E 192.03
C2
14 28'02"
110.95
439.40
N40'0444"E 110.65
C3
2 56'S0"
22.60
439.40
N3122'18"E 22.60
C4
749'47"
60.05
439.40
N25'58'59"E 60.00
C5
26 07'22"
196.05
430.00
S77'03'38"E 194.36
C6
10'58'53"
82.41
430.00
S69 2923"E 82.29
C7
15'08'29"
113.64
1 430.00
1 S8233'04"E 113.31
LEGEND
CURVE TABLE (P) - CURVE
2 ALSO (R2)
CURVE
DELTA
LENGTH
RADIUS
CHORD
C2
14 31 '04"
111.34
439.40
111.04
C2(R2)
13'47'19"
111.87
464.91
S40'2543"W 111.60
C3
2 5322"
22.16
439.40
22.16
C4
7 4946"
1 60.04
1 439.40
1 60.00
C6
10 59'S0"
82.54
1 430.00
82.41
C7
15'09'47"
113.79
1 430.00
113.471
LOT 2 0 FOUND 112" IRON ROD UNLESS NOTED OTHERWISE
O SET 5/8" IRON ROD WITH "BAXTFR SURVEYING" YELLOW PLASTIC CAP
(M) MEASURED DIMENSIONS
(P) DIMENSIONS PER PLAT OF POHAKU RANCH BY MICHAEL TYE, FILED 511811978 (CSO8954)
(R1) DIMENSIONS PER SURVEY BY CENTURY WEST ENGINEERING CORP., DATED
- 811711977 (CS02051)
(R2) DIMENSIONS PER SURVEY BY GARY DEJARNATT, FILED 10-31-1990 (CSO8955)
(541) 382-1962 2027067-BNDY jdp
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