HomeMy WebLinkAboutSurvey 20467DESCHUTES cour�r SURVEYOR MAP OF SURVEY
3L.,�.;o•Dunkelb LOT 1 IN BLOCK 4 OF LA CASA MIA LOCATED WITHIN THE NW1/4 OF THE
FILEBY•---�---p� SEI/4 OF SECTION 31, T14S, R13E, W.M., DESCHUTES COUNTY, OREGON
41,
NW XAVIER AVENUE
014,
Lu
Z
U m m
Z0L O
0
LOT 16
FABLE
IG
DISTANCE
)2 "E
40.20
)4 "E
40.23)R 1
)2 "E
34.91
)4"E
34.91)R1
51 "E
40.17
15 "E
40.00)R 1
7, BLOCK 4
6, BLOCK 4
SCALE 1 " = 30'
0 15 30 60 FT.
T.JTrFNTT)
FOUND 5/8" IRON ROD PER LA CASA MIA (CS07922) BY RICHARD H. GRAUE
RECORDED 0810111972.
(D FOUND 1/2" IRON ROD PER LA CASA MIA (CS07922) BY RICHARD H. GRAUE
RECORDED 0810111972.
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS25277.
LINE SHOWN TO REFERENCE LOCATION OF SET MONUMENT ONLY.
------ DIMENSION LINE.
NOT DRAWN TO SCALE.
�E- EXISTING WIRE FENCE.
L 1 LINE DESIGNATION - REFER TO TABLE FOR DATA.
Cl CURVE DESIGNATION - REFER TO TABLE FOR DATA.
SFNF RECORD MONUMENT SEARCHED FOR - NOTHING FOUND OR SET.
( )R1 RECORD OR GRAUE RECORDED U08/01/i972LATED DATA PER LA CASA MIA (CS07922) BY RICHARD H.
BASIS OF BEARINGS
BASE BEARING DETERMINED FROM GPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION"
AT A CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP
PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME
OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS.
BASE LATITUDE: 44' 18'42.46571 " N.
BASE LONGITUDE: 121'12'50.93503" W.
ASSUMED BASE NORTHING: 5000.00 FT.
ASSUMED BASE EASTING: 5000.00 FT.
ELLIPSOID: WGS84
SCALE: 1.0001301953
PROJECT HEIGHT: 2728.88 FT.
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO DEFINE THE BOUNDARIES OF LOT 1 IN BLOCK 4 OF
LA CASA MIA AS DESCRIBED BY DEED INSTRUMENT NO. 351-2705 RECORDED ON SEPTEMBER
15, 1994 IN DESCHUTES COUNTY OFFICIAL RECORDS. FOUND ORIGINAL MONUMENTS PER LA
CASA MIA WERE LOCATED AND HELD AS NOTED HEREON. AT THE NW CORNER OF LOT 1, A
1 /2" IRON ROD WAS FOUND APPROXIMATELY 4.5 FEET FROM THE RECORD LOT CORNER
POSITION AS NOTED. THIS IRON ROD WAS NORTH OF AND DIRECTLY ADJACENT TO AN OLD
WOOD FENCE POST. SINCE IT IS UNLIKELY THAT THE FENCE POST COULD HAVE BEEN PLACED
SO CLOSE TO THE ORIGINAL MONUMENT WITHOUT DISTURBING IT, i DID NOT ACCEPT IT AS
BEING IN THE LOCATION SET BY THE ORIGINAL SURVEYOR. A LOCATION FOR THE NW CORNER
OF LOT 1 WAS CALCULATED AT PROPORTIONATE DISTANCE ALONG THE CURVE AS SHOWN
HEREON. THE SE CORNER OF LOT 1 WAS ALSO CALCULATED AT PROPORTIONATE DISTANCE AS
INDICATED. AN EXISTING FENCE ALONG THE WEST BOUNDARY WAS LOCATED AS SHOWN.
MONUMENTS WERE SET ACCORDINGLY.
CURVE TABLE
NUMBER
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
Cl
5143.49
03'41 '20"
331.14
N87'41 '02 "E
331.09
(5143. 49
03.41 ' 16"
331.05
N87'32' 11 "E
331. 00)R 1
C2
5143.49
01 *0758"
101.68
S89°54'20"E
101.68
(5143.49
01 °07'56"
101.65
N89'5647"E
101.65)R 1
REGISTERED
PROFESSIONAL
LAND SURVEYOR
AIAJ_� 02/04/21
OREGON
JJI.Y 2% 1991
JERRY D. STICKER
2527 :l
RENEWS 6130122
Ft7rl
CS 2o4s7