HomeMy WebLinkAboutSurvey 21170BOUNDARY SURVEY OF LOT 6, BLOCK 25, MOUNTAIN VILLAGE EAST IV, �
SITUATE IN THE NW 1/4 OF THE NW 1/4 OF SECTION 33, TOWNSHIP 19 S., w���E
RANGE 11 E.W.M., DESCHUTES COUNTY, OREGON0 ��
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NARRATIVE
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` 70�
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'\ NOTE: 102 WAS NOT
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N w! LOT 6 HELD, SEE NARRATIVE
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w 00 �
301 -102
4 ,� °� N 74022'23" W 0.51'
N As
441 MENT PER
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°4 S 7611 E RECOROE
= N 6 35 5g 34.675� D 8/�8/1gj7 l
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N 760
(IV 76° 43'59" W 3
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LOT 5
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302 - 103
S 81 °20'35" E 0.16'
THE PURPOSE OF THIS SURVEY WAS TO SET THE MISSING SOUTHEAST
CORNER MARKER OF LOT 6. THIS WAS ACHIEVED BY HOLDING THE PLAT RECORD
DISTANCE AND AND BEARING FROM THE MARKER NUMBERED 101. THIS GAVE A
GOOD FIT TO THE MARKER NUMBERED 104. NOTE THAT THE MARKERS NUMBERED
301 & 302 ARE CALCULATED POINTS ONLY, NOTHING WAS SET AT THOSE LOCATIONS.
THE MARKER NUMBERED 102 IS 0.5' OUT OF POSITION AND WAS NOT HELD SINCE
THERE IS A WHITE PVC PIPE APPROXIMATELY 4" IN DIAMETER WITH CABLE IN IT IN PROXIMITY
TO 102. 1 SUSPECT 102 WAS MOVED DURING UTILITY INSTALLATION, ALSO ALL THE OTHER
ORIGINAL TIED MARKERS AS SHOWN ON THIS SURVEY ARE NO MORE THAN 0.2' FROM THE
PLAT RECORD POSITION.
THE DEED FOR THIS PROPERTY IS RECORDED AS 2018-31685 IN THE DESCHUTES COUNTY
CLERK'S OFFICIAL RECORDS.
Curve Table NOTE: RECORD CHORD BEARING AND DISTANCES SHOWN
ARE CALCULATED VALUES PER THE PLAT.
CURVE
DELTA
RADIUS
ARC
BEARING
HORIZ DIST
300-102 MEAS. C1
29042'15"
75.00'
38.88'
N27052'45"E
38.45'
102-103 MEAS. C2
37022'42"
75.00'
48.93'
N62032'03"E
48.07'
300-301 C3
29047'20"
75.00'
38.99'
N28037'05"E
38.56'
301-302 C4
3605838"
75.00'
48.40'
N62000'04"E
47.57'
301-103 C5
37004'48"
75.00
48.54
N62007'00"E
47.69'
LEGEND
® SET AN ORANGE PLASTIC CAP (OPC) MARKED WITH
LS 2253 ATOP A #5 REBAR
® FOUND A MONUMENT AS DESCRIBED
XXXX DATAAS MEASURED DURING THIS SURVEY
(XXXX) DATA PER THE PLAT OF PLAT OF MOUNTAIN VILLAGE
EAST IV BY RICHARD F. BRYANT AND FILED AS CS08342
FWG FLUSH WITH GROUND
[XXXX] CALCULATED DATA = 300 SERIES POINTS
MONUMENT DESCRIPTIONS
100) #5 REBAR 0.1' UP
101) #5 REBAR 0.2' DOWN
102) #5 REBAR 0.5' DOWN
103) #5 REBAR 0.3' DOWN
104) #5 REBAR 0.1' UP
105) #5 REBAR 0.1' UP
106) #5 REBAR 0.2' DOWN
107) #5 REBAR FWG
300) SET AN OPC ATOP A #5X24" REBAR 0.1' ABOVE
GROUND AT SOUTHERLY EDGE OF DECAYING STUMP,
REBAR IS DRIVEN INTO A SOLID ROOT
REGISTERED
PROFESSIONAL
LAND SURVEYOR
O GON
SCOTT C. FRESHWATERS
JANUARY 15, 1987
2253
RENEWS 12/31/2023
FRESHWATERS SURVEYING INC.
SCOTT C. FRESHWATERS PLS
P.O. BOX 4524
SUNRIVER, OREGON 97707
541-593-1792 OFFICE
AUGUST 21, 2023
CLIENT: JOHN PHEIF
PROJECT NO. 11212
N
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