HomeMy WebLinkAboutSurvey 21370MAP OF SURVEY
LOT 82 OF RIDGE AT EAGLE CREST 38 LOCATED WITHIN THE SW1/4 OF
THE NE1/4 OF SECTION 16, T15S, R12E, W.M., DESCHUTES COUNTY, OREGON
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LOT 83
LOT 80
N36'24'29 "W N 1.00
LOT 81
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CURVE TABLE
NUMBER
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
Cl
50.00
43'3956"
38.11
N81 '49' 18 "W
37.19
50.00
43'41 '25"
38.13
S81 '4626 "E
37.2 1R 1
C2
50.00
151'2748"
132.18
S00'3544"W
96.92
(50.00
151 '3328"
132.26
S00'36'08 "W
96.94)R 1
SCALE 1 " = 20'
0 10 20 40 FT.
-AN-
LEGEND
• FOUND 518" IRON ROD WITH YELLOW PLASTIC CAP MARKED "W&H PACIFIC" PER
RIDGE AT EAGLE CREST 38 (CS15370) BY LYNN J. BRUNO FILED 0511512003.
O FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP MARKED "W&H PACIFIC" PER
RIDGE AT EAGLE CREST 38 (CS15370) BY LYNN J. BRUNO FILED 0511512003.
0 SET 518" X 24" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS25277
.
- — — — - PUBLIC UTILITY EASEMENT LINE PER PLAT OF RIDGE AT EAGLE CREST 38. SEE
NOTE 2.
------- DIMENSION LINE.
NOT DRAWN TO SCALE.
Cl CURVE DESIGNATION - REFER TO TABLE FOR DATA.
( )R1 RYNNRD ORUNOR CA FULA ED DATA PER RIDGE AT EAGLE CREST 38 (CS15370) BY
BASIS OF BEARINGS
BASE BEARING DETERMINED FROM THE SOUTHEASTERLY BOUNDARY LINE FOR LOT 82 OF RIDGE
AT EAGLE CREST 38 AS RECORDED ON THE OFFICIAL PLAT THEREOF (CS15370) BY LYNN J.
BRUNO FILED 0511512003.
ATnmL"c
1. THE PLAT OF RIDGE AT EAGLE CREST 38 DOES NOT SHOW A SET MONUMENT IN THIS
LOCATION. SEARCH AREA FALLS WITHIN AN EXISTING FIRE HYDRANT.
2. A COMPLETE AND CURRENT TITLE SEARCH MAY DISCLOSE ADDITIONAL EASEMENTS AND/OR
ENCUMBRANCES NOT SHOWN HEREON. ONLY THOSE DEPICTED ON THE RESPECTIVE
SUBDIVISION PLAT ARE SHOWN.
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO REESTABLISH THE BOUNDARIES FOR LOT 82 OF RIDGE
AT EAGLE CREST 38. THE ONLY RECORD SURVEY IN THIS AREA IS THE ORIGINAL PLAT OF
RIDGE AT EAGLE CREST 38 (CS15370). DEED USED FOR THE SURVEY WAS INSTRUMENT NO.
2016-22694.
RECORD MONUMENTS WERE FOUND AND HELD AS INDICATED HEREON. AN ORIGINAL MONUMENT,
FOUND AT THE WEST END OF THE NORTH BOUNDARY LINE FOR LOT 82, WAS BENT AND TIED
AT IT'S SPIN POINT OF NEAR PERPENDICULAR ENTRY INTO THE GROUND. THE ORIGINAL
MONUMENT AT THE MOST WESTERLY CORNER OF LOT 82 WAS FOUND REMOVED AND LYING ON
THE GROUND NEARBY. THE CORNER WAS REESTABLISHED USING PROPORTIONATE METHODS AS
SHOWN HEREON. ANOTHER MONUMENT WAS FOUND REMOVED AND LYING ON THE GROUND AT
THE EAST END OF THE NORTH BOUNDARY LINE. THIS POSITION WAS CALCULATED USING
PROPORTIONATE MEASUREMENTS ALONG THE CUL-DE-SAC BULB ARC AS INDICATED. IT SHOULD
BE NOTED THAT THE RADIUS POINT USED FOR CURVES 1 AND 2 ARE SLIGHTLY DIFFERENT.
CURVE 2 USES THE FOUND CENTERLINE MONUMENT AND CURVE 1 USES A RADIUS POINT
FROM A FORCED FIT CURVE BETWEEN THE TWO END POINTS SHOWN. MEASURED RADIAL
DISTANCES TO THE FOUND CENTERLINE MONUMENT ARE SHOWN HEREON. THE CALCULATED
LOCATION, FOR THE EAST END OF THE NORTH LINE OF LOT 82, FALLS WITHIN A POWER
PEDESTAL SO A WITNESS CORNER WAS SET ALONG THE NORTHEASTERLY BOUNDARY LINE AS
SHOWN. EXCEPTING THE SOUTHWESTERLY BOUNDARY LINE OF LOT 82, MEASURED DIMENSIONS
FIT VERY WELL WITH RECORD DIMENSIONS. THE ORIGINAL PLAT CONTAINS A SCRIVENER'S
ERROR FOR THE DISTANCE ALONG THIS LINE. DIMENSION SHOULD READ 126.78 IN ORDER FOR
LOTS 82 AND 83 TO HAVE GEOMETRIC CLOSURE.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
P.�C�
OREGON
DULY m 1991
JERRY D. STICKER
2527
RENEWS 6130126