HomeMy WebLinkAboutSurvey 21715MAP OF SURVEY
LOCATED WITHIN THE NWI/4 OF THE NWI/4 AND THE SW1/4 OF THE NW1/4 OF
SECTION 15, T15S, R13E, W.M., CITY OF REDMOND, DESCHUTES COUNTY, OREGON
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FOUND MONUMENT AS NOTED.
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FOUND 1/2" IRON PIPE WITH PLASTIC CAP MARKED "PLS 1652" PER CS01060 BY ROBERT R.
POVEY DATED 0710111983.
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FOUND 112" IRON PIPE (ORIGIN UNCLEAR). NOTED AS FOUND 318" PIPE PER CS01060 BY ROBERT
R. POVEY DATED 07101 1983.
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FOUND 1 118" DIA. COPPER DISK SET IN CONCRETE MARKED "ODOT CONTROL" PER CS18025 BY
PAT MARQUIS FILED 08/06/2009.
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SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527".
L 1
LINE DESIGNATION - REFER TO TABLE FOR DATA.
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NOT DRAWN TO SCALE.
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)R1
RECORD DATA PER CS01060 BY ROBERT R. POVEY DATED 07/01/1983.
(
)R2
RECORD DATA NCES AND TACONVERTEDTIONS E SURVEY)R CS16989 (METRIC BY
LED0810212006.SOME CO RSESRE INVERSEDUSING COORDINATES PER SA
PAT MARQUIS IA
SURVEY.
(
)R3
RECORD DATA (DISTANCESATIONS CONVERTED TO FEET) E SURVEY)R CS18025 (METRIC BY
PAT MARQUIS 0810612009T SOME COURSES ARE INVERSEDUSING COORDINATES PER SA
SURVEY.
SCALE 1 " = 30
(
)R4
RECORD DATA PER CS21417 BY ROBERT A. CHURCHILL FILED 1110512024.
0 15 30 60 FT.
(
)R5
RECORD DATA PER DEED INST. NO. 2008-03671 RECORDED 0112512008.
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POINT NUMBER FOR SURVEY NARRATIVE PURPOSES.
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' 1621.75477" N. BASE LONGITUDE: 121 ' 10'00.50075" W.
ASSUMED BASE NORTHING: 282874.94 FT. ASSUMED BASE CASTING: 284266.15 FT
ELLIPSOID: WGS84 SCALE. 1.000037015 PROJECT HEIGHT. 2921.20 FT.
LINE TABLE
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO DEFINE THE PROPERTY DESCRIBED BY WARRANTY DEED INST, NO.
2025-12392. RECORD SURVEYS INCLUDED CS01060, CS16989, CS18025 AND CS21417. CS01060 IS A
PREVIOUS SURVEY OF THE SUBJECT PROPERTY PRIOR TO A SUBSEQUENT EXCEPTION FOR HIGHWAY 126
RIGHT-OF-WAY PER WARRANTY DEED INST, NO. 2008-03671. CS16989 AND CS18025 ARE METRIC
SURVEYS BY OREGON DEPARTMENT OF TRANSPORTATION SO ALL RECORD AND CALCULATED DATA FROM
THEM WAS CONVERTED TO U.S. SURVEY FEET IN ORDER TO CONFORM TO THIS SURVEY.
THE NORTH BOUNDARY OF THE SUBJECT PROPERTY WAS CONTROLLED BY FOUND MONUMENT SET PER
CS01060. A CS01060 MONUMENT FOR THE SOUTHEAST CORNER OF THE PROPERTY, PRIOR TO
RIGHT-OF-WAY EXCEPTION (POINT 5), WAS FOUND AND IT'S LOCATION RECORDED PER CS16989 AND
CS21417. SAID MONUMENT HAS SINCE BEEN OBLITERATED SO THIS SURVEY RELIED UPON CS21417 RECORD
DATA TO REESTABLISH IT'S LOCATION. THIS WAS DONE BY TRANSLATING AND ROTATING CS21417 DATA FROM
HELD FOUND MONUMENTS AT POINTS 2 AND 3. THE SOUTHWEST CORNER OF THE PROPERTY, PRIOR TO
RIGHT-OF-WAY EXCEPTION (POINT 4), WAS NEXT CALCULATED BY DISTANCE -DISTANCE INTERSECTION USING
RECORD CS01060 DIMENSIONS.
RIGHT-OF-WAY EXCEPTION AND SIGN/SLOPE EASEMENT DESCRIPTIONS PER INST. NO. 2008-03671 WERE
PREPARED BY USING CS18025 DATA SO THIS SURVEY RELIED UPON SAID DATA TO ESTABLISH THE
EXCEPTION AND EASEMENTS SHOWN HEREON. THIS WAS DONE BY TRANSLATING AND ROTATING CS18025
DATA FROM HELD FOUND MONUMENTS AT POINTS 1 AND 2.
ALL RECORD SURVEY AND DEED DATA MATCHES THIS SURVEY VERY WELL. MONUMENTS WERE SET
ACCORDINGLY ALONG THE SOUTHERLY BOUNDAY TO DEFINE THE REMAINDER OF THE SUBJECT PROPERTY.
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NUMBER BEARING DISTANCE (S89 N89'50'42"E N993.56R1 �� O
L 1 N47'27' 12 "E 11.98 NO CAP REMAINS
L2 NOO' 1646 "W 9.23 �� �� 30 30
L3 NOO' 1 7'05"W 2.79
L4 N00'12'26"W 25.29
L5 N00.12'26 "W 34.00
L6 N00' 12'26 "W 9.84
L7 N00' 12'26"W 43.84 N to
L8 N42' 1956 "E 17.92 o v- 1*
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L9 N42' 1956 "E 16.04 or
L10 N47'27'12"E 14.64 _,, o o - 2
L l l N00' 16'46 "W 15.05 N N Z ^ � 3 ^ N
_ L 12 N00' 12'26 "W 17.00 - " �-- '� co
{ L 13 N00' 12'26 "W 48.93 -- `' ¢ 2 Z in W �o J J to 2 2 Q'i
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L 14 NOO' 12'26 "W 65.93 4 rn
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L 15 No0' 17'05 "W 9.84 , 55»E N 32 82.85)R4 o o � 0 o o Z o
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`V � J OZ (n � Q `° � (STA. 19+81.62 N 65.93 LT.)R5
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N 2 0 Z = + �1 / �--- STA. 19+81. 62 N 65.93 LT.
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N �a 3 0�r'D0 / e'I
M STA. 19+81.62 N 48.93 LT.
to + 0) (STA. 18+04.46
N 43.84 LT.)R5 " v' n �`/ �0�
S89 07 07 E 72.79 " �. I (STA. 19+81.62 48.93 LT.)R5
- - STA. 18+04.46 N 43.84 LT. r-- - - S89 07 07 E N 81.43 / I
d - - - - - - -
Q + + I S89'06'57"E N 72.81 -� S89'06'S7"E N 84.70 cv t t Q N^ STA. 18+04.46 N 34.00 LT. t J% I J
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(STA. 18+04.46 N 34.00 LT.)R5 t t"'" -
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I r7 N89'47'05 "E N 93.55
N89.50� 16nE N 93.55 R1
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��. �� { I (N89'48' 11 "E)R4 I i
Ike i -� (N89 48 11 E)R4
(S89-41'04"E)R2,R3 t (S89'41 04" E)R2,R3 I
N89 47 34 E 350.69 - - - - - - - - - { - - - N89 4734E N 177.16
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REGISTERED PREPARED FOR:
PROFESSIONAL CHIo g 380DDIX SW THE TREETSPMB #147
a� LAND SURVEYOR
- ------ L I MADRAS, OREGON 97741
D"E"b' u"H U TE UN YSU at InvY0
��� d. 2 PREPARED BY:
OREGON °' 0) PRECISION LAND SURVEYING, INC.
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P.O. BOX 2062
F ED O3 d� ZU,2� * l.�U JERRY D. STICKER + REDMOND, OREGON 97756
WwAso 11,11- mg, 2527 rn (541) 548-6092
FEBRUARY 25, 2026 SHEET 1 OF 1
RENEWS 6130126
DRAWN BY: J.S. JOB NO. 25/78
CS 21z15-